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45813-Z
Town of Southold �o ooy 11/13/2021 P.O.Box 1179 co O z W � 53095 Main Rd i ay o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42536 Date: 11/13/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 505 Lakeside Dr., Southold SCTM#: 473889 Sec/Block/Lot: 90.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2021 pursuant to which Building Permit No. 45813 dated 2/12/2021 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 unfinished basement,four bedrooms,front covered porch,rear stoop, attached two car garage with unfinished storage areas above applied for. The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1567 10/20/2021 ELECTRICAL CERTIFICATE NO. 45813 11/8/2021 PLUMBERS CERTIFICATION DATED 10/18/2021 17 TXorge.4,,1pyroudis -%k 1� ��� 00 rize Si nature TOWN OF SOUTHOLD o�gUFfD�q� BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 45813 Date: 2/12/2021 Permission is hereby granted to: Maus, Thomas 6 Michele Ter Massapequa Park, NY 11762 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 505 Lakeside Dr., Southold SCTM # 473889 Sec/Block/Lot# 90.-4-3 Pursuant to application dated 2/3/2021 and approved by the Building Inspector. To expire on 8/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,404.40 CO- DWELLING $50.00 $2,454.40 Building Inspec r of So Town Hall Annex ',mss;.:.° Telephone(631)765-1802 54375 Main Road ` Fax(631)765-9502 viM1 s P.O.Box 1179 =� sean.devlinCc�town.southold.n us Southold,NY 11971-0959 y' Coo, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. loannis Zoumas Address. 480 Oakwood Ct city Southold st- NY zip 11971 Building Permit#. 45813 Section g0 Block. 4 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 73 Ceding Fixtures 19 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 53 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Dual Ceiling Fan 1 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 3 Switches 46 4'LED Exit Fixtures Ld Pump Other Equipment: Central Vac, Fridge, Mini Fridge, Septic Disco, Micro, DW, Hood,Dual Fuel Oven, Gas FP, 200A Panel 42 Circuit / 39 Used Notes, New Two Story Inspector Signature: ��� Date: November 8, 2021 S Devlin-Cert Electrical Compliance Form 9 pf SQUP,�ol 0 Town Hall Annex „Q , Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 4"COUnm,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: a ! Zoy I Building Permit No. if.5-g 13 Owner: "fok"urs '-s-pa-vi ze v M A�$ -;p— (Please print) Plumber: 6-eOn G E /#G/L4V Pe0U S (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 day of Oc,-+- 20:�L ���i►iii►uiii S�SSMq X, N Lary J�l tc County �'�� No Public, � 14f, �'�i�� sslON OF SOG # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST AI,,P [ ] 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: D v fli aA- t 0 t n - E DATE INSPECTOR SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND kP [ ] 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: DATE INSPECTOR n O�aOF 50GTy�l � LA,6gs I C/ y TOWN OF OUTHOLD BUILDING DEP . 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 p [ ] PRE C/O REMARKS: DATE INSPECTOR C l �tf so # # TOWN OF SOUTHOLD BUILDING DEPT. oyCum � 765-1802 INSPEC ION [ ] F NDATION 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: DATE I INSPECTOR *pFSOG * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FO NDATION 2ND [ INSULATIOWCAULKING [ ] AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I [ ] PRE C/O REMARKS: �� l C&t eg v DATE -7r �2"� INSPECTOR �'v r 0 �O��UF SOUTyo`o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [Vf FINAL 05 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t b&�W VAI (/o wh� u1 • DATE I L fq 12,OVf INSPECTOR /( OF SOUIyo� 5�0 # TOWN OF SOUTHOLD-BUILDING DEPT. o • `ycou765-1802 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) f\A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE/O REMARKS: � 2, DATE INSPECTOR ` Building Summary Property Organization Inspection Status 505 Lakeside Drive N Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development 71 uGeneral:Building:�ln`for"tmation ' � � ° - Nurhtef Of Bedf00ms 4 Number Of Floors 2 Condition`ed-Flo&Afea[sq.ft.] 3,026" Has Electric Vehicle_Ready Space No Uncoriditioned,'attached garage? Yes Conditioned Volume[cu.ft.] 27,712 Total Units in Building 1 ' Residence Type Single family detached Floor Number- Model umber_- o Model Comrnunity-,' RESNET/IECC 2006 Climate Zone 4A Toundatlon'`UVall° None Present =foundatioirWall;JJOFM�IuLisfi°�" None Present Slab None Present Slab Library°Jst None Present 77, ,Framed Floor E 2k . Name Library type Carpet R Floor Grade Surface Area M Location First Floor to Uncond_ 30(16/11.5)1(9.5)H 1 Above Grade 1,752.0 ft' Uninsulated Unconditioned Basement Basement 1 ` Building Summary Property Organization Inspection Status 505 Lakeside Drive N Energy Testing Services Results are projected Southold.NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development Framed Floor tibrary List Name Effective R-value 30(16111.5)1(9 5)H 29 407 'Rim-Joist Name Library type Surface Area Location Rim Joist Ambient R 21.0 61.0 112 Exposed Exterior Rim Joist Garage R 21.0 34 0 ft' Unconditioned,attached garage ,'Rim Joist Library List Name Effective Insulation R-value R21 0 21 00 Wail Name Library Type Surface Color Surface Area Location Ambient 21(16!5.5)1(5) Medium 2,423.0 ft2 Exposed Exterior Attic 21(1615 5)1(5) Medium 176 0 ft' Attic Garage 21(1615 5)1(5) Medium 306.0 ft2 Unconditioned,attached garage Wall Library List Name Effective R-value 21(1615 5)1(.5) 18 083 2 Building Summary Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development u r , a ., r - Name Library Type wall FoundationIs Operable Overhangg Overhang Ft To Overhan Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment It 1 nw(Right) Andersen 200 Ambient Yes 0 0 0 Northwest 6.0 ft' Series ff 1 se Andersen 200 Ambient Yes 0.8 116 16 Southeast 10.0111 Series It 1 se Andersen 200 Ambient Yes 08 3.9 83 Southeast 10.0 ft' Series If 1 se(LEFT) Andersen 200 Ambient Yes 08 62 8.6 Southeast 6.0 ft' Series ff 1 sw Andersen 200 Ambient Yes 0 0 0 Southwest 53 3 ft' Series ff 1 sw Andersen 200 Ambient Yes 0 0 0 Southwest 9.0 ft' Series ff 2 ne Andersen 200 Ambient Yes 6.9 1.7 6.1 Northeast 30.0 ft' Series 11`2 ne Andersen 200 Ambient Yes 4.5 1.9 4.8 Northeast 12.0 ft' Series ff 2 sw(REAR) Andersen 200 Ambient Yes 0 0 0 Southwest 30 0 ft' Series ff 3 ne(FRONT) Andersen 200 Ambient Yes 1 24 68 Northeast 45 0 ft' Series sf 1 ne Andersen 200 Ambient Yes 0.8 51 95 Northeast 25.0 ft' Series sf 1 nw Andersen 200 Ambient Yes 08 63 106 Northwest 15.0 ft' Series sf 1 sw Andersen 200 Ambient Yes 1 1.2 3.6 Southwest 7.0 ft' Series sf 1 sw Andersen 200 Ambient Yes 1 12 4.1 Southwest 9.3 It, Series st 2 ne Andersen 200 Ambient Yes 1 11 5.3 Northeast 30 0 ft' Series sf 2 sw Andersen 200 Ambient Yes 1 12 5.3 Southwest 30.0 ft' Series sf 2 sw Andersen 200 Ambient Yes 1 12 5.3 Southwest 30.0 IF Senes Glaiing'Library List Name, Shgc 1.1-factor Andersen 200 Series 0 29 0 290 Skylight None Present 3 Building Summary Property Organization Inspection Status 505 Lakeside Drive N- Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development '$IkyIi§ht'LIbra L14 'g"� None Present '17 v"' Opaque Door Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front Door Fiberglass Door Ambient 0.9 075 Medium 21.0 Ill Exposed Exterior Garage Steel Door Garage 0-9 0.75 Medium 17.7111 Exposed Exterior Storage Fiberglass Door Attic 0.9 0.75 Medium 17.7112 Exposed Exterior 771 Opaque Ddiortitj,4iy U§ Name Effective R-value Fiberglass Door 500 Steel Door 500 Roldifin uWition, Name Library Type Attic Exterior Area IM Clay or Concrete Roof Surface Color Surface Area Location Tiles First Floor Ceiling A38(16111.5)(1)FB 612 No Medium 478-0 it' Attic Second Floor Ceiling A38(1617 5)(1)FB 1,456 No Medium 1,274 0 R2 Attic 711-7�111 -Ro6f Insulation-Mbraiy. List Name Has Radiant Barrier Effective R-value A38(16fII.5)(1)FB No 32402 A38(16f7 5)(1)F6 No 28504 4 Building Summary Property Organization Inspection Status 505 Lakeside Drive N. - Energy Testing Services Results are projected Southold,NY 11971 Michael Faua JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development -WholeMouse, nfiltrration Infiltration Measurement type Shelter Class 1362 CFM at 50 Pa Blower-door tested 4 �Mecfiauni al,Ven ilaton w Ventilation type Ventilation Rate[fN 1 Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Minute] hours Exhaust Only 95 CFM 24 33 25 Watts(Default) Yes 0 ght ng, °h Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite°Generation'' None Present ��n§ite�Generation'Library.Lisfi "` `:��` . �° � .� - _ �� �� � �� - � y •_ ; � - ' None Present •-SdWq;eneration .,. ',;�; tiq- ,� t• - None Present Dehumidifier None Present 5 Building Summary Property Organization Inspection Status 505 Lakeside Drive N Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development Dehumid1fier UbrarV, iL None Present ti ,:Condi'tioning�Equiprnen Name Library lype Serial Number Heating Percent Load Cooling Percent Load Not Water Percent Location Load Cooling System 1 16 SEER 30k 9178722 0% 50% 0% Unconddioned Basement/Crawlspace Cooling System 2 16 SEER 24k 9178274 0% 50% 0% Attic Heating System 1 R92PA0401317MSA 50% 0% 0% Unconditioned Propane Basement/Crawispace Heahng System 2 R92PA0701317MSA 50% 0% 0% Attic Propane Water Heating 95%Instant Boder 110K 0% 0% 100% Unconditioned Propane Basement 1 Crawlspace " - , 'Equipment Type: 7,G SUR 24k 99%274] , w qulpment Type - -Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type ECM(Vanable Speed) CoolingIfficiericy 16 SEER Cooling Capacity[kBtulh] 23.4 itglui,prnent Type: 0 SEER�30K,917872 Equipment Type _ Air Conditioner Fuel Type Electric Distributibfilgt_e - Forced Air Motor Type ECM(Vanable Speed) Cooling,Efficiency' 16 SEER Cooling Capacity[icBfu/h] 28.8 r,Equipment Type: 95%�Instanf Boilgr11©KPro'pane°" Equipment Type-' 7, Boiler, " Fuel Type Propane Distribution Type " Hydronic Delivery(Radiant), " Hot Water Efficiency 0.95 Energy Factor Tdhkless? """ Yes Hot Water Capacity[kBtulti] 110 Recovery Efficiency " 0.95 6 Building Summary Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are protected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development iEquipment:Tpe: R92PA04O.1A317MSA Propane Equipment Type` Furnace Fuel Type Propane Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency, 92 AFUE Heating Capacity[kBtu/h] 39 Use default EAE No EAE[kWh] 611 Im Equipment =Type: R92PA070131-7NiSA'Propane Equipment Type- Furnace Fuel Type Propane Distribution Type; Forced'Air Motor Type PSC(Single Speed) -Heating Eficiensy 92AFUE Heating Capacity[kBtu/h] 64 Use default EAE'- No EAE[kWh] 818 7 Building Summary Property Organization Inspection Status 505 Lakeside Drive N- Energy Testing Services Results are projected Southold,NY 11971 Michael Faua JNS Development 505 Lakeside Drive N Southold Builder India]House Design JNS Development VtOtribuPOt-1S Stem`n Distribution Type ForcedAir- Heating Equipment Heating System 1 Cooling Equiprrierit Cooling System 1, Sq.Feet Served 1,752 #Return.Grilles 1 Supply Duct R Value 8 R et 6 fTf DuctR•Value 8 Supply D6dArea[ftJ 473.04 Return Duct Area W9 87.6 Leakage to Outdoors 52 CFM @ 25Pa(2.97/100 ft-) Total Leakage 52-CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow_ Rate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 3 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct'Location Conditioned'Space Percent Supply Area 0 Percent Return_Area 0 Duct 5 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area . 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Pette-fit Return Area- 0 8 Building Summary Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development iDistr=ibution",System' Distribution-Type Forced Air Heating Eqipment Heating System 2 Cooling Equipment Cooling System 2 Sq.Feet Served 1,274 #Return Grilles' 1 Supply Duct R Value 8 Return Duct R Value 8 Supply DuctArea R19 343.98 Return Duct Area[ftp] 63.7 Leakage to Outdoors 42 CFM @ 25Pa(3.31100 ft) Total Leakage " - 42 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1' Duct Location Attic(well vented) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location-- Conditioned Space Percenf Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location' Conditioned Space Percent Supply Area 0 Percent Retum Area 0 Duct 5 Duct-ocatio6 Conditioned Space Percent Supply Area 0 Percent Retum-Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 PercentReturrrArea-- 0 xCo'iling,Fan Has Ceiling Fan;- -- No Cfm Per Watt 70 42253521 'Watet DistPiliution wAE. xn. Water Fixture Type T- - Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 52.8 At Least R3 Pipe Insulation? Yes Hot Watef RecirculatibrfSystem? No Recirculation System Pipe Loop Length[ft] 170 Drain Water Heat Recovery? No 9 Building Summary Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold,NY 11971 Michael Fauct JNS Development 505 Lakeside Drive N Southold Builder Initial House Design JNS Development It 4hei"Mrver Cef 3.01 Fuel Type Electric Field Utilization Timer Controls Is Outside Conditioned Space No Clothes DryerAJailatile Yes Defaults Type HERS Reference .Clothes Washer ' Label Energy Rating; 400 kWh/Year Annual Gas Cost 27 00 Electric Rate $0.12/kWh Gas Rate $1.09(rherm Capacity" 3 " Imef 1 Defaults Type HERS Reference Load Type Front-load Loads PerkWeek- 6 Is Outside Conditioned Space No Clothes WasherAvailable Yes Dishwasher r �. Dishwasher Efficiency 270 kWh Dishwasher Size Standard Annual Gas Cost $1200 Electric Rate $0.12/kWh Gas Rate $1.09lfherin Is Outside Conditioned Space No Applxiances:and,Controls :. Piogrammeble therinostat? Yes. Range/Oven Fuel Electric Convection-OVdh? No Induction Range? No Range/Oven'Outside'Conditioned Space? No Refrigerator Consumption 691 kWh/Year Refrigeiati-f-Outside Conditioned Space? No 'Nates r,= .,, - ._ . . • , , n Project Notes.. 10 i a Load Short Form Job: MF228 Date: Oct 15,2021 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energytestingservicesl@gmail com Project • • For JNS Development 505 Lakeside Drive North, Southold, NY 11971 Phone:631-929-5501 Design Information Htg Clg Infiltration Outside db (°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0701317MSA Cond 24ACC63OA00300 AHRI ref 6468403 Coil FX4DNB037L AHRI ref 9178722 Efficiency 92 AFUE Efficiency 13 0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 20160 Btuh Heating output 64000 Btuh Latent cooling 8640 Btuh Temperature rise 61 °F Total cooling 28800 Btuh Actual air flow 960 cfm Actual air flow 960 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft=) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 285 4859 4653 189 209 Dining Room 192 1732 2326 67 105 Foyer 120 4245 1680 165 75 Master Bath 105 2305 714 89 32 M.WIC 98 874 310 34 14 Kitchen 391 3087 7150 120 321 Family Room 401 4293 3126 167 140 Laundry 50 1441 1026 56 46 Mud Room 68 1508 327 59 15 Powder 21 399 58 15 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed t wrightsoft- 2021-Oct-15 11 12 39 Right-Suite@ Universal 2021 21 0 07 RSU30008 Page 1 opment 505 Lakeside Drive Southold NY 11971.rup Calc=MJ8 Front Door faces NE System 1 1730 24742 21369 960 960 Other equip loads 0 0 Equip. @ 0.91 RSM 19382 Latent cooling 3637 TOTALS I 1730 I 24742 I 23019 I 960 I 960 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ti wrightsofr Ri ht-SuiteO Universal 2021 21 0 07 RSU30008 2021-Oct-15 11 12 39 g Page 2 opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE V Load Short Form Job: MF228 /r Date: Oct 15,2021 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energytestingservicest@gmail corn Project • • For. JNS Development 505 Lakeside Drive North,Southold, NY 11971 Phone, 631-929-5501 Design Information Htg Clg Infiltration Outside db(°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13 0 EER, 16 SEER Heating Input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0 052 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) B2 Bath 77 1813 671 88 35 WIC 38 574 134 28 7 Bedroom 2 278 2328 4056 113 211 Storage Area 139 3244 1283 158 67 Bath 89 1001 667 49 35 Bedroom 3 234 3493 4462 170 232 Bedroom 4 221 3446 3602 168 188 Hall 64 126 101 6 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed - wrightsoft- 2021-Oct-15 11 12 39 rm .�. Right-Suite@ Universal 2021 21 0 07 RSU30008 Page 3 opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE System 2 1139 16026 14976 780 780 Other equip loads 0 0 Equip @ 0.91 RSM 13583 Latent cooling 1536 TOTALS I 1139 I 16026 I 15119 I 780 I 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- 2021-Oct-15 11 12 39 Rig ht-SUIteeUniversal 2021 21 0.07 RSU30008 Page opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE Project Summa Job: MF228 1 Date: Oct 15,2021 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energytestingservicesl@gmail com ProRect Information For. JNS Development 505 Lakeside Drive North, Southold, NY 11971 Phone:631-929-5501 Notes. Design InfOrmation Weather Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 'F Inside db 70 °F Inside db 75 'F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17727 Btuh Structure 16225 Btuh Ducts 7016 Btuh Ducts 5144 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24742 Btuh Use manufacturer's data n Rate/swing multiplier 091 Infiltration Equipment sensible load 19382 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2666 Btuh Ducts 971 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 1730 1730 Equipment latent load 3637 Btuh Volume (fP) 16348 16348 Air changes/hour 0.44 020 Equipment Total Load (Sen+Lat) 23019 Btuh Equiv AVF (cfm) 121 56 Req total capacity at 0 70 SHR 23 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0701317MSA Cond 24ACC63OA00300 AHRI ref 6468403 Coil FX4DNB037L AHRI ref 9178722 Efficiency 92 AFUE Efficiency 13 0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 20160 Btuh Heating output 64000 Btuh Latent cooling 8640 Btuh Temperature rise 61 °F Total cooling 28800 Btuh Actual air flow 960 cfm Actual air flow 960 cfm Air flow factor 0 039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 In H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 085 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -4i- WPOgii I 2021-Oct-15 11 12 39 Zb Right-Suite@ Universal 2021 21 0 07 RSU30008 Page 1 A opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE Project Summary Job: MF228 r„ •- 021 System 2 By: Mich eOt 15,?Fauci = -�= Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energyteshngservicest@gmail cam Prouect Information For- JNS Development 505 Lakeside Drive North, Southold, NY 11971 Phone 631-929-5501 Notes* .Desi_qn Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11491 Btuh Structure 11567 Btuh Ducts 4535 Btuh Ducts 3409 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16026 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 13583 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 903 Btuh Ducts 633 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 1139 1139 Equipment latent load 1536 Btuh Volume (fP) 9112 9112 Air changes/hour 048 022 Equipment Total Load (Sen+Lat) 15119 Btuh Equly AVF (cfm) 73 34 Req total capacity at 0 70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0 049 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 091 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed r -�'�-wr1g17tsoft' 2021-Oct-15 11 12 39 •�•-•• .•-,-- Right-Suite@Universal 2021 21 007 RSU30008 Paget opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE Manual S Compliance Report Job: MF228 ` Date: Oct 15,2021 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energytestmgservicesl@gmail com Project Informat • For. JNS Development 505 Lakeside Drive North, Southold, NY 11971 Phone:631-929-5501 Cooling Equipment Design Conditions Outdoor design DB. 85 7°F Sensible gain. 21369 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71 9°F Latent gain- 3637 Btuh Entering coil WB. 63.2°F Indoor design DB: 75 0°F Total gain. 25006 Btuh Indoor RH: 50% Estimated airflow: 960 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer: Carrier Model: 24ACC630A00300+FX4DNB037L Actual airflow: 960 cfm Sensible capacity: 20160 Btuh 94%of load Latent capacity. 8640 Btuh 238%of load Total capacity: 28800 Btuh 1151/oof load SHR 70% Heating Equipment Design Conditions Outdoor design DB- 15.9°F Heat loss: 24742 Btuh Entering coil DB. 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Prop furnace Manufacturer: Rheem Model- R92PA0701317MSA Actual airflow 960 cfm Output capacity: 64000 Btuh 259% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. ` wrightsaft- 2021-Oct-15 11 12 39 Right-Suite@ U niversal 2021 21007RSU30008 Page 1 opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE Manual S Compliance Report Job: MF228 Date: Oct 15,2021 enerby7-r,,,. System 2 By: Michael Fauci - 't,_==_` k Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email energytestingservicesl@gmail com Project • • For: JNS Development 505 Lakeside Drive North, Southold, NY 11971 Phone:631-929-5501 Cooling Equipment Design Conditions Outdoor design DB: 85 7°F Sensible gain. 14976 Btuh Entering coil DB: 76.4°F Outdoor design WB 71.9°F Latent gain: 1536 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 16512 Btuh Indoor RH. 50% Estimated airflow- 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer Carrier Model 24ACC624A00300+FX4DNF025L Actual airflow: 780 cfm Sensible capacity. 16380 Btuh 109%of load Latent capacity: 7020 Btuh 457%of load Total capacity: 23400 Btuh 142% of load SHR. 70% Heating Equipment Design Conditions Outdoor design DB: 15 9°F Heat loss. 16026 Btuh Entering coil DB- 68.7°F Indoor design DB- 70 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Prop furnace Manufacturer: Rheem Model R92PA0401317MSA Actual airflow. 780 cfm Output capacity- 39000 Btuh 243% of load Temp. rise- 50 °F Meets all requirements of ACCA Manual S ti -41�- wri9tsof * 2021-Oct-1511 1239 Right-Suite@ Universal 2021 21 0 07 RSU30008 Page 2 opment 505 Lakeside Drive Southold NY 11971 rup Calc=MJ8 Front Door faces NE Residential Form AC CK� • •Examiner(Loads, 15 Mar 09 At Ga ayCbva sdramta Header Information Contractor Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Faucl Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan#• Manual D Friction Rate Worksheet. Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 505 Lakeside Drive North, System 1 HVAC •A1 CALCULATION (IRC M1401.3) DesignConditions Building-Construction-Information Winter Design Conditions Building Outdoor temperature- 16 °F Orientation Front Door faces Northeast Indoor temperature, 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss. 24742 Btuh Number of bedrooms 1 Conditioned floor area 1730 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature, 86 °F Indoor temperature 75 °F Windows Root Grains difference 31 gr/Ib @50% RH Eave overhang depth 1 0 ft Sensible heat gain 23560 Btuh Internal shade- blinds Latent heat am Blinds,drapes,etc 9 4010 Btuh Depth 41Arrdotw Total heat gain 27571 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Fle_ating_Equipment_Data Co_oltng_Equipment_Data Blower-Data Equipment type. Prop furnace Equipment type Split AC Heating cfm 960 umace,Healpump,Boiler,etc it conditioner,Heat pump,etc Cooling cfm 960 Model- Rheem Model Carrier Static pressure 0 60 in H2O R92PA0701317MSA 24ACC630A00300+FX4DNB037L Fan's rated external static pressure for design airflow Heating output capacity 4000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design out. oor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow. 960 cfm Longest supply duct* 0 ft Duct Materials Used Equipment design ESP, 0.60 in H2O Longest return duct. 0 ft Trunk duct Total device pressure losses -0 3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0,25 in H2O Friction rate: 0 in/100ft Branch duct Sheet metal Friction R ate=ASP,(TEL x1 00) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the,claims made on these forms will be subject to review and verificati6n. Contractor's printed name. Contractor's signature- Date: Reserved for County,Town Municipality or Authority having jurisdiction use. `Home qualifies for MJ1AE Form based on Abridged Edition Checklist WiriglhtsOtr- .u+»� Right-Sude®Universal 202121007RSU30008 Residential R— Form • for ADesign • • Ducts) 15 Mar 09 pt Cand9>•6g t�rtruk•g dt�a®ta Header Information Contractor Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Fauci Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Budding plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 505 Lakeside Drive North, System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design-Conditions Building Corlstr-uction_Information Winter Design Conditions Building Outdoor temperature 16 °F Orientation Front Door faces Northeast Indoor temperature 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss- 16026 Btuh Number of bedrooms 2 Conditioned floor area 1139 ft= Summer Design Conditions Number of occupants 1 Outdoor temperature 86 °F Indoor temperature 75 °F Windows Roos Grains difference. 31 gr/Ib @50% RH Eave overhang depth 0 ft Sensible heat gain 16512 Btuh Internal shade nonee Latent heat gain: Blinds,drapes,etc 9 1694 Btuh oeptn Wlndaw Total heat gain. 18205 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating-Equipment_Data Cooling-Equipment-Data Blower-Data Equipment type Prop furnace Equipment type Split AC Heating cfm 780 umace,Healpump,Boder,etc it Conditioner,Heat pump,etc. Cooling cfm 780 Model Rheem Model Carrier Static pressure 0.60 in H2O R92PA0401317MSA 24ACC624A00300+FX4DNF025L Fan's rated external static pressure for design airflow Heating output capacity 9000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity p Btuh Aux,heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT • •1 Design airflow 780 cfm Longest supply duct 0 ft Duct Materials Used Equipment design ESP, 0.60 in H2O Longest return duct 0 ft Trunk duct Total device pressure losses -0.3 in H2O Total effective length(TEL) 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct Sheet metal Friction Rate=ASP r(TEL x100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature. Date: MunicipalityReserved for County,Town - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist W lrigtit Soft- v Right-Suite®Universal 202121007RSU30008 New York ECCC 2020 UA Compliance Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N. Southold JNS Development Initial House Design This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 45.6 59.4 Above-Grade Walls 149.5 137.8 Windows, Doors and Skylights 132.5 115.0 Slab Floor: 0.0 0.0 Framed Floors 82.3 59.6 Foundation Walls 0.0 0.0 Rim Joists 4.4 3.7 Overall UA(Design must be equal or lower): 414.3 375.5 Requirements 4021.5 Total UA alternative compliance passes by 9 4%. 40232 Average SHGC 0.29 Max SHGC 0 40 ® R402.4.12 Air Leakage Testing Air sealing is 2.95 ACH at 50 Pa It must not exceed 3 00 ACH at 50 Pa. R402 5 Area-weighted average fenestration SHGC R402 5 Area-weighted average fenestration U-Factor R4041 Lighting Equipment Efficiency ® R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. ® R403.6 Mechanical Ventilation Rate R403.3 4 Duct Leakage ® R403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 9.4%. Name: Michael Fauci Signature: Organization: Energy Testing Services Date: 10/15/21 at 11:26 AM Ekotrope RATER-Version 4.0.1.2763 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rabng Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report Energy Code Inspection Checklist Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N.Southold JNS Development Initial House Design General Building Information Conditioned Area(sq ft) 3,026 Conditioned Volume(cubic ft) 27,712 Insulated Shell Area(sq ft) 6,504 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name: First Floor to Uncond. Basement(1,752 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall None Present Above Grade Wall Name:Ambient(2,423 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Name: Garage (306 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Name:Attic (176 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Rim Joist 1 0 Name: Rim Joist Ambient(61 s.f.) R:21.00 Energy Code Inspection Checklist Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N.Southold JNS Development Initial House Design F1 Name: Rim Joist Garage(34 s.f.) R:21.00 Ceiling / Roof Name: First Floor Ceiling (478 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: I U Name:Second Floor Ceiling (1,274 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: I Opaque Door Name: Front Door (21 s.f.) R:5.00 Name:Garage(17.7 s.f.) R:5.00 Name:Storage(17.7 s.f.) R:5.00 Glazing Name:ff 3 ne(FRONT)(45 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST Name:ff 2 ne (30 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—EAST Name:ff 2 ne(12 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—EAST Name:sf 2 ne(30 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH—EAST Name:sf 1 ne(25 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH—EAST Name:ff 1 nw(Right)(6 s.f.), U:0.290, SHGC: 0.29, Orientation: NORTH WEST 2 c Energy Code Inspection Checklist Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N.Southold JNS Development Initial House Design Name:sf 1 nw(15 s.f.), U:0.290, SHGC:0.29, Orientation: NORTH—WEST Name:If 2 sw(REAR)(30 s.f.), U: 0.290, SHGC:0.29, Orientation:SOUTH—WEST Name:ff 1 sw(53.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—WEST Name:ff 1 sw(9 s.f.), U: 0.290, SHGC:0.29, Orientation:SOUTH—WEST Name:sf 1 sw(7 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name:sf 2 sw(30 s.f.), U:0.290, SHGC: 0.29, Orientation: SOUTH—WEST Name:sf 1 sw(9.3 s.f.), U: 0.290, SHGC: 0.29, Orientation:SOUTH—WEST Name:sf 2 sw(30 s.f.), U:0.290, SHGC:0.29, Orientation: SOUTH—WEST Name:ff 1 se(LEFT)(6 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST Name:ff 1 se(10 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST Name:ff Ise(10 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH—EAST Skylight None Present Mechanical Ventilation 0 Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 24 hrs/day,33.25 Watts(Default) Mechanical Equipment Heating System 1 •Propane•50% Heating Load @ 92 AFUE 3 Cooling System 1 • Electric•50%Cooling Load @ 16 SEER v Energy Code Inspection Checklist Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N. Southold JNS Development Initial House Design Heating System 2 • Propane•50% Heating Load @ 92 AFUE Cooling System 2 • Electric•50% Cooling Load @ 16 SEER Water Heating • Propane • 100% Hot Water Load @ 0.95 Energy Factor Air Leakage Control Test Status: Blower-door tested House is air-sealed as to achieve 1,3 CF 50(2.95 ACH50)or less anal blower-door test. Infiltration Requirements for IECC in Climate 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:52 CFM @ 25Pa (2.97/100 ft') Total Leakage specified as: 52 CFM @ 25Pa (Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as:42 CFM @ 25Pa (3.3/100 ft ) Total Leakage specified as:52 CFM @ 25Pa (Post-Construction) 4 d Energy Code Inspection Checklist Property Organization Inspection Status 505 Lakeside Drive N. Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 505 Lakeside Builder Drive N.Southold JNS Development Initial House Design Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015 and 2018 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes Project Notes... 5 Home Energy Rating Certificate Rating Date: 2021-10-15 Final Report Registry ID: 357716372 Ekotrope ID: M28YZ7kL HERSO Index Your home's HERS score is a relative 505 Lakeside 840 performance score.The lower the number, Southold, NY 11971 the more - efficient - home. 53learn more,visit www.hersindex.com *Relative to an average U.S.home AS Development Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 55.1 $1,455 2016 New York ECCC Cooling 1.0 $56 2018 International Energy Conservation Code Hot Water 11.9 $300 2015 International Energy Conservation Code Lights/Appliances 22.8 $1,295 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 90.6 $3,225 Inclen Home Feature summary: Rating Completed by: Q More Energy Home Type: Single family detached ISO Model: N/A Energy Rater: Michael Fauci RESNET ID: 8619824 Existing 160 Community: N/A Hames 130 Rating Company: Energy Testing Services 110 Conditioned Floor Area: 3,026 ftp 1648 Locust Avenue Unit E,Bohemia,NY 11716 Referenc1zo Number of Bedrooms: 4 631-244-2627 e ( . I Home f i 100 Primary Heating System: Furnace•Propane•92 AFUE 90 Primary Cooling System: Air Conditioner•Electric•16 SEER Rating Provider: Building Efficiency Resources 80 PO Box 1769 Brevard,NC 28712 Primary Water Heating: Boiler•Propane•0.95 Energy Factor 800-399-9620 w•*M^_¢ 60 House Tightness: 1362 CFM50(2.95 ACH50) �d°` , '• ;• Ventilation: 95 CFM•33.25 Watts(Default) I t 60 This Home i k Duct Leakage to Outside: 52 CFM @ 25Pa(2.97/100 W) f. 30 9 io Above Grade Walls: R-21 / "`^^•^" Zero Ene10 Ceiling: Attic,R-38 HO o Window Type: U-Value:0.29,SHGC:0.29 Michael Fauci,Certified Energy Rater 0mm9m �uEnergy Foundation Walls: N/A Date:10/15/21 at 3:27 PM ekotrope • ••- RATER-Version.4.0.12763 505 Lakeside Drive N. Southold NY HERSO Index Score: . D. - Oct 53 HERS Registry ID:35771637 Annual Estimates: Rating Company: Electric(kWh): 7,543.1 Energy Testing Services Propane(Gallons): 713.1 Rating Provider: CO2(Tons): 7 7 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $3,225 PO Box 1769 Brevard,NC 28712 Home Feature Summary: Q M=EnerW Single family detached,4 bedrooms,3,026 ftz ISO Exigng iio Heating:92 AFUE Homes iso Cooling: 16 SEER no Reverencii° Hot Water:0.95 Energy Factor e ( 1 Home 9100o Air Leakage: so 1362 CFM50(2.95 ACH50) 70 Ventilation: 60 95 CFM•33.25 W(Default) so f i w This Home Duct LTO: 30 52 CFM @ 2513a(2.97/100 ftp 30 io Above Grade Walls:R-21 Zero EH� o Ceiling:Attic,R-38 mou inn V LaffneW Window:U:0.29•SHGC:0.29 Foundation Walls:N/A Ekotrope .. - • r Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 505 Lakeside Drive N. City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ) # 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-10-14 Outdoors Temp During Test: 70 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ E reienc''t Fuel Tvne Ventine TyDeDra t S�ip!lase',;, S"*I/'pgs CO, CO _ Circle Type)e Pascalorst Case (Natural) orstCase (Natural)� Rating:92.0 NOP❑✓_O❑E❑ NQ\0M0S_✓ NSA Pa. Pass❑✓ Fail❑_ PassOFai10 N/APPM NIA PPM Yes ❑✓ Type: Standard Tank O_Indirect Tankless El Size: 0.0 Style Common Vent❑ Watel HeatCY ' Primary: No Il Instantaneous ✓DCommercial (See Note (Gallons) Stand Alone Z s` a Vet'itinQ.Type'3 Dra 1 Sin llaQe Snillaee(Natzrra� F 'CO CO E tcien uel Type (Circle Type). (Pascal) (Worse Case) .. (Worse Case) (Natural) EF: 0.95 N❑P✓❑OaE.O NOMEISZZ N/A Pa. Pass ✓❑Fail❑ Pass❑✓ Fai10 N/A PPM N/A PPM Qyen'.a `� Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature:i2 Date: 2021-10-15 r r o • rt • 0ma . m -------------------- r rn lip .ROUGH FRAMING,& . �r � PLUIYMING .. -7wtm2m Pr MM ROM rte_ NVAIM� .jr N9, ---- --- -- — WRTA M Wj gOFFOIK TOWN OF SOUTHOLD—BUILDING DEPARTMENT v_ '"_ y=. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldtownny. ov p � ) � ) P ii Date Received APPLICATION FOR BUILDING PERMIT q4aFor Office UsQ1ns l PERMIT NO. Buildint FEB __3 2021 L _ Applicati,o 's'6 roust be filled out in,their entirety.Incomplete ' a pplications'will not be,accepted. Where the Applicant is not the•owner,an Owner's Authorization=form(Page 21 shall be completed.- Date: ompleted:Date: J .OWNER(S)-6F PROPERTY Name: �LpA N N S -:!� N OV7 SCTM 4'0'0- 9(0 O -Q Project Address: Q W 00.0 C� . SOV TudLz Phone#:''' Email: ���� IG, Mailing Address:ab� N• VNTti Utt 1119 UCII. Al• (7 CONTACT,-PERSON; Name: M Mailing Address: ra N • COVNTA, al! I ti� �lvQ,( , /�• J�� Phone#: �•(� _ Email: 74)-Voikki DESIGN PROFESSIONAL IN_FORMATION: - Name: Q `L J41 !N Mailing Address: S-C) g in c-v�,i C — (Al A-Bl u Ru" . iI• . It 7it Phone#: 6�1. Email: FAf_64i8©$ d1, <CONTRACTOR INFORMATION: Name: �' 7/A1 Mailing Address: a Sjo v 5-A w A/ Q • /V • 7. Phone#: 631- Email: DESCRIPTION OF PROPOSED.CONSTRUCTION l New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Pr`6]ect: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes o 1 - �r,F �` - • PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covena3No nd restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. ❑ Check B®xRAf$er RL-ading:`'The owner%ontractor'/design professional,is;responsible,foralldminage and storm water issues as,provided by- Chapter 236'of the Town,Code.I'APPUCATION IS HEREBY MADE to the'Building Departmenf for the issuance of a Building Permit pursuant to the Building Zone' Ordinance'of fhe,To,wri,ofSouthold;Suffolk;County,'New York and other applicable,laws,Ordinances o'r.Regulations,for the construction of buildings, '. additions;aiterations"'orufor removal,or demolition as herein`described.aTheopplicant agrees to^corn piy,with all applicable laws;ordinances,building code;' housing code and regulations and'to admit authorized inspectors on premises and in buiIding(s)for necessary inspections:False s_fatement`s made herein are punishable as a;Class'A•misderrieanor pursuant to Section 210.45 of the New York State Penal Law."„ - Application Submitted By(pri7ne): ❑Authorized Agent ❑Owner Signature of Applicant: Date: 1 / 3��0011 STATE OF NEW YORK) SS: COUNTY OF $4/rFOLD ) VO&NNi> '7Sa H-,-j ZQ V m&Q ;e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the nl ILAGT0 ti /V WNQ✓— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r S day of _1 /'ii/, A r ,20QG Nota ubl' _ =GARY,E. Z�OUMAS NOTARY'PUBLIC-STATE OF NEW YORK ;,`N0.,01ZO6045952 PROPERTY OWNER AUTHORUATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 08-07-2022 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OFFoc,reo Gy< BUILDING DEPARTMENT-Electrical Inspector W x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �Ol �a0 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 160-7 Date b° 2021 Customer Name 16ANIVIS '-0Q, 5'_ Electrician Name L 9/;777e- Address Phone e-mail e-mail NAI s Pe_,fN eA lk6,, LOM Phone License# 14 JC 6 Size A Phase Overhead Underground #of Meters Remg—rks #of Underground Laterals 2 New "H" Frame or Polel HI P Fire Reconnect Was work done on Service? Y/N I 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 v�Iliidf �ays �mthedateabove. Authorized by gVFFQ(/Y BUILDING DEPARTMENT- Electrical Inspector J(//v 6 �O�� CaGy TOWN OF SOUTHOLD oo z Town Hall Annex - 54375 Main Road - PO Box "* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr)-southoldtownny.gov – seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/1/21 Company Name:Yannucci Electrical Services Inc. Name: V1 l,,Ce, ,4 w" n LA_C-L_ ; License No.: 50592-ME email: Vinny@YesElectricalinc.com Phone No: 631-258-7324 ❑✓ I request an email copy of Certificate of Compliance Address.: T c> g ho P,-- k— 9)X 112 Q G JOB SITE INFORMATION (All Information Required) Name: o�t�n; �-j02 Address: Lc.- rc S- j e Cross Street: Clearview Rd. Phone No.: 631-258-7324 Bldg.Permit#:4581'a ✓9 f 3 email: Vinny@YesElectricalinc.com Tax Map District: 1000 Section: 1), Block: yLot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New House, New Service 2800 SQ FT New House, New Service 2800 SQ FT New House, New Service 2800 SQ FT Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: [E]YES ONO Issued On 60'a1,�jen-� Temp Information: (All information required) Service Size FV-]l Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect Fv], Underground [:]overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: New House, New Service New House, New Service New House, New Service PAYMENT DUE WITH APPLICATION p Electrical Inspection Form 2020.xlsx 1 O Ily fat/C BUILDING DEPARTMENT- Electrical Inspector JU/U 6 20 _ TOWN OF SOUTHOLD i Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 pho - - —(63II 76'=9 Ol �a rogerr(i)southoldtownny.gov — seand(cD_southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/1/21 Company Name: Yannucci Electrical Services Inc. Name: Vt Kc ,, .,,cA µIq n License No.: 50592-ME email: Vinny@YesElectricalinc.com Phone No: 631-258-7324 El request an email copy of Certificate of Compliance Address.: . c> 3 g ,\— JOB SITE INFORMATION (All Information Required) Name: 1 0A nn; v✓nw Address: 5-6 LcrcS- Je Cross Street: Clearview Rd. Phone No.: 631-258-7324 Bldg.Permit#:4581'A T59 f 3 email: Vinny@YesElectricalinc.com Tax Map District: 1000 Section: 196 Block: Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New House, New Service 2800 SQ FT New House, New Service 2800 SQ FT New House, New Service 2800 SQ FT Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES [—]NO Issued On 1�iffA Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: New House, New Service New House, New Service New House, New Service PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020 xlsx �a O �p PERMIT# Addres : • ' "f '' Switches Outlets � �pv/'N\\'1 GFI'sAr- 19 Surface- Sconces urfaceSconces 4/ , I lv S H H's UC Lts Fans Fiitl,.e _ , .,. . . HW Exhaust Oven W/D Smokes DW I Mini - -f- 1 Carbo"rf, _ ,_._ �._ . _ ,--, ._ 'Micro Generator Comlcz , �. 4 a ... _ Co`olttop-- i .... Transfef AC AH.1�- Hood,-,- Service Amps ` Have 'Used/ Special: �( .�_ .. ���. , ... ., �.. v" .� Comments „ µ Sal J.Turano PRESIDENT IPA BSTRACTS, INCORPOf�ATED�" Grace Mistretta SR V P,CONTROLLER Residential&Commercial Title Insurance since 1984 Thomas J.Turano SR V P,CLEARANCE OFFICE Peter J. Calvanese SINGLE AND SEPARATE SEARCH SR VP,COUNSEL Date: January 8, 2021 Patrick J. McGrory, Esq. Patrick J. McGrory, Attorney at Law PO Box 166 East Meadow, NY 11554 Re: Our Title No: ST-45011 Tax Map Des: District: 1000 Section: 090.00 Block: 04.00 Lot: 003.000 Dear Mr. McGrory: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County�of Suffolk against the above mentioned premises and the adjoining premises from 8/17/1950 to 12/22/2020. Said search disclosed the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 090.00 Block: 04.00 Lot: 003.000 PED#1: Grantor: Howard A.Toedter Inc. Dated: 8/16/1950 Recorded: 8/17/1950 Liber: 3114 Grantee: Benedict A. Manasek Jr. and Page: 472 Mary J. Manasek, his wife CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 PO Box 28 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 516 1383,1 000 fax 51 B BBS 00139 www.abstractsinc com 631.369 0200•fax 631 3139 0199 Page 2 ST-45011 DEED#2: Grantor: Benedict A. Manasek Jr. and Dated: 10/9/1964 Mary J. Manasek, his wife Recorded: 11/4/1964 Liber: 5644 Page: 493 Grantee: Frank Lalia and Rose Lalia, his wife DEED#3: Grantor: Frank Lalia and Dated: 5/11/1978 Rose Lalia, his wife Recorded: 5/15/1978 Liber: 8428 Page: 216 Grantee: Patrick Astre and Marilyn Astre, his wife DEED#4: Grantor: Patrick Astre and Dated: 12/15/1981 Marilyn Astre, his wife Recorded: 12/22/1981 Liber: 9119 Page: 344 Grantee: Thomas Maus and Phyllis R. Maus, his wife (Last Deed of Record) o° A STRACTS, INCORPORATED'"' P O Box 2B • Garden City, NY 1 1 500 • 51 6.660 1 000 • fax 51 6.680 0089 123 Maple Avenue, Riverhead, NY 1 1901 4ndw111011 tpibfVCOu .M.,r,ggH4l,Iwol,mAfarun",ymaG.+m,+,4nn,.hWu,lartn,lmme.v,ip„lrr„ CONSULT YOUR LAWYNR 01FORi 511bNIN6 Tti7';•iA7RUMFNT.TiU5INS1'gtlMLN2 iHDIf10➢Q US[p lIY tAWYLRS ONLY t'Ul THIS INDlrpfl'f PA astir the lsth .Lir of Decambor ,hineiern handred and aigatyl-one, BETWEEN PATRICK 7ST14;and ,gARjLy;, ASTRZ, his Wife, reaidino at 9 Sayville voed, Sound Beach, now York, pridyordiofidlkport,Anti TiIONi1S NAU9 and PtlYId,IS R. M1,115, his wifo, reniding at: ti Nichola Tetraetr, llassapegoa park, Noy York, I ' party of Olt St'Mdpart, WITNESSETH,IkC the party fir the Mint part,in considrratiop of Ion dultnrb and other valw6le considmtiolt paid by tire parts of the second part,docs licrnhy grant and release unto the party of llie second parr,the heirs Or%ItrM'Ajr%acrd asyigils tit the,party or the strand part forever, iALL that rrrlain pial,prccr or parer)v feria,md,tar intildiogv and improytprrnti timrcao erected,situate; t11"P. lyulg,uldlr-n'l;itllhr of Hay f'at'e, nf'ar MoUtllniti, Ill flit' 'MAL Of 5trutlarildr ('oUnty vl lUlitl ;gl[fvlY. ,md tit.tt„ n! New York, lomat[ an,] dt•nign;tbed an I✓rt 00. 67 00 a certain t la,}..a,'.f r,i+rd, uf,dlvision:tel, ;! :rider Scarp parg", Completed Sept. l5, 1926. '4'4? h'! %1.0 fl+ tun Tu11, Survo•;,r, and filed in the Suffolk County Clerk's pffiee z'4, 1127, tar tial,170, '14, bounded and docaribc±d as follrWo. BLOCK 111MMI'ThY,at a point; tit the intorsedti.on formed by the south4anterly sid0 of p4 00 ; "ICZ1.;viuw flood With )lin vestcrly siqu of Oakwood l3x4vc. f RUNtt�'xc;TTIRMCF South PO dogrnon 36 minutes SO seconds Last along the wentorly �T sfde of oakwdcd Dcivc' 2D0,00 Peet to a point on rhe divi.Yion line of lots 67 003-ODD �$ and r,@i , J!x1 "_/ T'-FMCG SOttth 63, degrees 19 minuti.l a0 Seconds Flu>rt ol.ong said diviston lilrrf, y�Y 170.74 foul to a IKrint on thv ranttrly :,ido. Of. 1,ako 51,10 Drive; 11� TRiINt'k tan followtttq 2 miuruoii meed diatancas alonq the cattcrly siflo of Lnkd Side Drivoz (l) 'Nortj) hip dogrerrt 2:' i1r:.Pos 3o seconds 4iest 15.00 feet to a point; (2) North 25 dogrecm 11 minutes Oo aoeondu wcUt• 116.17 foot to a point on the south- s at>,ntvrly:ride of C].etlrrlfrs Poldt r; T11P.NCR NOrtti 39 degcf'ofl 0'S minuten 7q t;ocondn Hast atonal raid road 180,22 toot to flu•ffiltll ter flldat' Of MININHM. OZING 7rND INTENDED TO Aha the Gama pr*miseu conveyed to tat party of the L•irob part by good dated Ilay,11, 1978 and recorded In the Suffolk County Clerk's Office On May 15, 49711 in Libox 94211 at Patio 216. TOLAi711ER with all richt,title 30d nearest,it any,or iter pari•of the first part in and to nee streets and ruad.RLattntg thr abort 1lrscrilled premism So tliv cmtvr line.lhrravl;T0GLTliliR Hiih thea ptideaRaccs r and-111Ihr c+rvp anti rights of the parly tit lhl: firs{pot in amt to said prrmues;TO HAB AND TO 1101.[)the premiw9 herein gr-rntrrl uRln the Prig•at tic x.:und part,tar heir.or micccsiurs and assignp of Nie{,arty of the fecuml part ff'rever. A3dn(he part-of fire first part cetttilanls that the party of(he Arsl part hal:not done or suYreed llything whereby the said prelahos have been cneu,nbervi in any Wa}•cvlratrrrr.txcapL 14alorrsgid• AND tar infer W the fist part,ht nmspiianee with fredan 13 or the Lien L;t,corviiArI x ihni Ib,•party of L the'firht part i0l'ArelW 1110 rfMq'[dvmtion for this mnrryantt and will hold dki right to receive weft rumid- ffmiam a%it trust hemi to he Rp11,,,lint iir+t fm tear pngai.r tit jmajflg the out or Ihr i0,pmrratcm llml,rill appply art vante lira[ro lar pairumn ar the era[lif tar mrpr,•t ecntnl hsfore a-4 xrtr put'a fire anal vrt the same fo, Y an miler purllf"r 'Pio' vhall br pen tlnr.l.,-if d y-"!'•paean"tttiunelvr the vrn+r.'r Noy intirnllirr iu rrvlurrrs IM WITNESS WHEREOF,the party of tilt fist part hav rittly executed alis dtcd the Clay and year first abort: written. Iti rRr,ro rtlop: p �- ! .. ..41 k Amyx istAF t+CJ swi.OF HaW You;COUNTY DF SURPOM !Sr 9TATY OF HIM YOU,COUNTY dp SUPI'Uy1K Sat tin 11w Joi .lay rrf tlaeamber,- 14 Bl,urinee me all the Il day of Daeeroor 14 Bi,before me 111 r.+ra tt Tatar PATRICK MEM Prmonally came 1t3t=YN ASTM 1.,1111.1,31„an b•hr Ihr ioll;%ti'hwl d,.cribcrl in end tchn ut my known to be the Indivfdnal Apoibed in qnd Who 'aium-1 theLa,ga,mg intim oat,and aekmnviedgetl toll exrctitrd the fortgoing lnstrumcpq a rt[aeknow1cdgrd Alit lit. .xtKnit l iln•+aatr Vila rxrclaed the saltie'e,.1 1J1fs..t AERNACt:TTr.EH!CHY Weil: 'Y Pub13Q a„„ .v '•t;:l NOtt»Cy PuUl�c Naut1'P••. ^I:S,.YYork ':''a� �7s 1Lh .. G•rl.t,, t tra.ry Q•t•. t'- nIy ') {•.r,y1,.n . . 1ti,to co"• al L4e,1t•,1 nw.111 x: "�• STATE OF NtW YONY,COUNTY OF 3S1 STATL OF H[W YOU.COUHTY OF SSt I ht Ihr day of lh .41-fore my On the ov of 74 ,befnre me pt r••m Qh talar it,•r.anally e2mr At ow 1,11-mil.%V1nr.bring by ml ihdy awafo,Al drptnv and dtr sulncribing wilnt'st to Saar furrgoiag instrument, with •mt rlhil br rt•.atm41 tin, tehuat 1 2111 ricrsodally ACIIIA led,Who,ht'lng�,by tar(14111 tt ft1•i.the warn,did depot and Say that Im Yesidw;ILI Y0. of that hr'known On,owparalintt r1r.1•iihed iu.111.1 whirl rxrtutal 1111'fnnry;Aing itl.lrumrnt:that hr to bo the individual halm, W.smi ul 44 utiftbmi'inn; that the,nl nmxtvl drtcribrtl ht and who eseeoted the forrgolog iastrumeat; V, .Iil hl%lmturnt k•urh rttripirale wal: o.tlmt It t Fn. Ilial hc, said subseribing witness,wag pro-neat lad saw aflixtrl by ortivr of ihr Ituttnl of rlircetnrt of said corpora• exetutethe same:attdAA hrrsaidwHAUS, tion.and ihat by signal It name thereto by like or-4,4. t '1.1 r same time sultwilyd It acme as witness thereto, r ilarrgpnt atib .5air >' � Wirti fa31TdANY ACAl2SY CU&NrORi4 f AIIR 9ECItON dgD.Do ITME Na 91,03—d2012B nt aalc 04.00 1PA'!'R1C,; ASTRB antl ItARLLYN AGTFW., LOT 003.00 ll it;wif0 TO COUNTY OR TOWN TI16 M MAUS and PHYLLIS R. MAUS, pt owtd at xg..tt nt his vtffto t1ijaCO TtTLC MURAWLE COMPANY taaammtartteraarrosueoatawlrllRk4attNtUltnt R.I..byta414. O Distributed byR1 -D rolsa Parry, Esq. A r 4A4 paoGevaLt Strata: C2affitCJftG��astlr.� fi ,. , Franklin Sq nra, Haw York xrwwxzxc.&WC)M [S4M17AteiX ,, 'ua i f tt 1/0/0 t 7Jp No. fn iI ' ri 117 '' t-ta fi w •1 a 'a ii Ij:111� 11 e V a ,n Q x :n Page 3 ST-45011 PREMISES TO THE NORTH KNOWN AS: THE INTERSECTION OF CLEAR VIEW ROAD AND OAK WOOD DRIVE [All";"A- BSTRACTS, INCORRORATEDT" P O Box 2B • Garden City, NY 1 1 530 • 516 683.1 000 • fax 516 683.0089 123 Maple Avenue, Riverhead, NY 1 1901 Page 4 ST-45011 PREMISES TO THE SOUTHWEST KNOWN AS: LAKESIDE DRIVE all, 4BSTRACTS, INCORPORATED`" P O Box 2B • Garden City, NY 1 1 530 • 516 6B3 1 000 • fax 516 683 0069 123 Maple Avenue, Riverhead, NY 1 1901 Page 5 ST-45011 PREMISES TO THE EAST KNOWN AS: District: 1000 Section: 090.00 Block: 04.00 Lot: 004.000 DEED#1: Grantor: Howard A.Toedter Inc. Dated: 8/16/1950 Recorded: 8/17/1950 Liber: 3114 Grantee: Benedict A. Manasek Jr. and Page: 472 Mary J. Manasek, his wife Benedict A. Manasek Jr. died on 2/17/1970 (Surrogates number 342P1970. Petition of Mary J. Manasek—widow. DEED#2: Grantor: Mary J. Manasek Dated: 9/14/1971 Recorded: 9/30/1971 Liber: 7017 Grantee: Eileen R. Haskins Page: 375 DEED#3: Grantor: Eileen R. Haskins Dated: 7/14/1983 Recorded: 7/26/1983 Liber: 9393 Grantee: Thomas Higgins and Page:489 Anne Higgins ABSTRACTS, INCORPORATED`" R O. Box 28 • Garden City, NY 1 1 500 • 516 6B3.1000 • fax 51 6 688.0089 123 Maple Avenue, Riverhead, NY 1 1901 Page 6 ST-45011 DEED#4: Grantor: Thomas Higgins and Dated: 2/14/2002 Anne Higgins Recorded: 3/6/2002 Liber: 12172 Page: 832 Grantee: Lands Down Inc. DEED#5: Grantor: Lands Down Inc. Dated: 4/12/2002 Recorded: 5/1/2002 Liber: 12183 Grantee: Zoumas Contracting Corporation Page: 355 DEED#6: Grantor: Zoumas Contracting Corporation Dated: 8/19/2003 Recorded: 9/4/2003 Liber: 12273 Grantee: James P. Curran Page: 260 ABSTRACTS, INCORPORATED"' P.O Box 28 • Garden City, NY 1 1 500 • 516.683 1 000 • fax 516 683.0089 123 Maple Avenue, Riverhead, NY 1 1901 Page 7 ST-45011 DEED#7: Grantor: James P. Curran Dated: 9/30/2014 Recorded: 10/10/2014 Liber: 12791 Grantee: Paul S. Gilman and Ellen S. Gilman, Page: 858 as Tenants by the Entirety (Last Deed of Record) 0/ �f, -''ABSTRACTS, INCORPORATED'" P.O. Box 2B • Garden City, NY 1 1 530 • 51 6.683.1 000 • fax 51 6 683.0069 123 Maple Avenue, Riverhead, NY 1 1901 f IRllfll Illi 11111111f1 Illll full Illll I!!1!Illlf IIlI I!!I I fllilf flf�i cif if Illf fill SUFFOLK COUNTY CLERK RECORDS OMICE RECORDING RAGE Type oil Instrument; DZM Recordad: 10/10/2014 Number of Pages: 4 A't: 02:11:43 PM Receipt Number : 14-0134708 TRANSFER TAR NUMBER: 14-06722 LIBER: D00012791. PAGE: 6B8 District; Section: Block.: Lot, 1000 090.00 04.00 004.000 EXAMINED AND CBARGED AS FOLLOWS Dead Amount: $630,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS aACHG $15.00 'oto EA-C'TY $5.00 NO EA-$TAfiE $125.09 NO TP-584 $5.00 NO .Notation $0.00 No Cert.Copies $0.00 NO RPT $60.00 NO Wxansf'er tax $2,520.00 NO COmm.Pres $9,600.00 No Fess Paid $12,375.00 '1'MSIMR 'TAX N MER: 14-06722 THIS PAGE. IS A. PART OF T&E INSrJ.`b MWT THIS IS NOT A BILI, KITH A. PASCAZE County Clark, Suffolk County . RFLORDED Numberofpages 2014 Oct. 10 02:11443 PH JUDITH 2. PRSCRLE amK OF This document will be public SLFFCLK MUTFY record.Please remove all L DD0012n P asp Socla( Security Numbers DTA 14-06z22 prior to recording. Deed IMortgayalrxtrument peed/MortgageTaxSiamp RecordinglFlDngStamps 3 6465 PagaI Ninghe I MortgagaAmt. Handling 20, oo 1.Basic Tax 2.Additional Tax Tp•584 �„„,�,, � SubTotal Notation SpecJAsslt or EA•sz 17(county) Sub Total r J spec./Acrd. EA5217Istatel TID alTown R.P:CSJ1. al fiwn—Dual County _ Meld for Appolntment Comm,orko. 5. Oa Transfer Tax —j-Eaa : Afndavit • , ManslonTax The property covered by this mortgage Is CertiRedGnpy or VIII be improved by a one or two NYSSurcha(pe 15. OD 5ubTotal femBydweWngonly.other YC5 orNO — ash- Urand7otal _ If NO,ses approprtatn tax etat:sc on pwir of this inst meat Y 4 ()isL t00 '14028744 2,000 04000 0400 004000 LP T 5 rommunityPreservation Fund Real Property f� iNt q f i�� Cond t z%Awount$ 27 000,,' Taxsen4ce � p 1 illllff'UUA���w ur ��uuuu Agency CPF Tru Dur S r verification ._,�_ --• --.-. .._—... - ti ti acdonslDts argesllkleasesUstProperty NrrtersMa Address Improved RECORD&RERIRNTO: vacant tand SOLOMON A HCRRERA.PLLC TD—�-- DANIEL JOSEPH HERRERA,ESQ, m 135 SAY AVENUE GREENPORT,NY 11944 TD idpli 1w.AldIthA,Pascale,SuffolkCounty Gafk 7 Title Company Information 310 renter Drive, Aiverhead, NY 119D) Co.Mrny LANDS END ABSTRACT wwymuffillkcountynygovklerk T,dey LEri09 s Suffolk County Recording &Endorsement Page Tltis page forms part of the attached BARGAIN&SALE DEED WITH COVENANTS AGAIN.q made by- (SPEOFYiYPE OF INSTRUMENT JAMES P.CURRAN Thepremisti llerein is sltuated in SUFFOLK COUNTY,NEW YORK. TO Inthc7OWNoF S01JTH'01,1) PAU;-S,GILMAN fi F_i l.t?N�g,real MAN In theViLLAGE orHAMLETof,,g ffTrR [2 OOXESMRU13MUST 13 WPM ORPp(NTEDINRIACKINKONLYPRORTORECORDING ORFILING, over CQNSULTYCUn LAtVYEA 8EEOAC SIGNMOTHIS INSTRUMrNT•Til[S IIISTROMENT SHOULD xfl;USEO t!Y t dWYWM ONt,Y THIS INDENTURE mads theit-&y of September,201d BETWEEN JA61ESP CURRAN Address;8110 Oakwood Court,Soulheld,Neto York 41971 party of the first pal, ANO PAUL S.GILMAN and ELLEN S.GILMAN R i tew,# by>NL�Cyr2cry Address: 5 Margot Ann Lane,8ufforn.New York 10e9ol / patty of the sewrid part, WITNESSETH,that the party of the first part,In consideration of ton(510.00)dDlfars paid by the party of the second part,does hereby grant and Telease unit,the poly Of 1h6 second part.the heirs or Successors and asslgns of the party of the second partforever. ALL that certain plot,place or parcel of land,aituala,I,yfng and being of Southold,Town of Southold.County or Suffolk and State of New York,mors patUcufarly baunded and described in;. SCHEDULE A annexed hereto Pramisast 690 Oakwood Cotirt,Southold,Ne.f York 11971 S01474; 0161trict;1000 Seaton:080,90 Stock;44,00 Lot, 004.040 "ING AND INYENDEDTO aE the some premises conveyed to the grantor herein by dead dated a1*03, recorded In the Suffolk County Clerk's Offiee on 914!03 in Llbet 12270 Page 281 TOGETHER with all right,title and Interest,if any,of 010 party of".1—part in and to any streets and roads sbullIng the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and this Of the party Orthe first part in and to said premises;To HAVE AND TO HOLD the pramises heroin granted unto the party of Ihii second part,the heirs or successors and assigns of the party of the second partforevor. AND the party of the first part covenants that the party of the first part has not doneorsuffered anything whereby tha said promises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compftancewlth Section 13 of the Lien Low.covenants that the partyof the fustpartwill receive the Co[Widerallon for this conveyance andvall hold the right to receive such consideration at a trust fund to beapplied tint for pie purpose of paying the costotthe Improvement and wilt apply the some first to the payment of the oast of lite Improvement before usln any part orthe total of ttte same(;)r any other purpose,The word party"aharl be cuneln.;O as if R nW"parties`whenever the sense of this Irsdeplure so requires. IN WITNESS WHEREOF,the party of the fust part has duly axeewted this dood the day and year first above Witten. IN THEi PRESENCE OF: )AMWP-.CURRAN Lards End Abstract Services LTD Title Number:L,E-SOS Page I SCHEDULE A DESCRIPTION ALL that certain plot piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,known and designated as tot No,fib on.a certain map entitled,'Subdivision Map of Cedar Beach Park"completed September, 15,1962 by Otto Van Tuyl,Surveyor and fled in the Suffolk County Clerk's Office as Map No.90,bounded and described as follows: BEGINNING at a point on the westerly side of Oakwood Drive distant 200.00 feet southerly as measured along the westerly side of Oakwood Drive from the comer formed by the intersection of the westerly side of Oakwood Drive and tate southerly side of Ciearview Road;. RUNNING THENCE South 29 degrees 38 minutes 50 seconds l=ast,along the westerly side of Oakwood Drive, 240.00 feet; RUNNING THENCE South 69 degrees 25 minutes 52 seconds West,26.90 feet to a point on the northeasterly side of Lakeside Drive; RUNNING THENCE North 60 degrees 35 minutes 01 seconds West,along the northeasterly side of Lakeside Drive 277.22 feet; RUNNING THENCE North 61 degrees 0:,minutes 16 seconds East, 171.07 feet to the point or place of BEGINNING. 1 Slate of N"Yohk,Couatyorsuffak ca: state tit Novi York,County-of W*Tk s On the-51Aday of9optamhoriniheyeat2014 Ontthe dayof In the year 20 before me,the undar0gnad,pataahavyappanred btifft rnn,the undMlgncd,personallyappvpred JAMES P.CUNRAN Penman known to me or ptovad to me an the basis of satlstadory a0dence to be IN IncFWKk*l Ntroao tuhma it; personally known to mo or pined ko ma on tho bo.: of aubsctbed to pre urift fnsWment and ar3maxie ged to mq sn931actary Wdonca 10 be the Imliuldual whaso narm Is that he execute the sumo In his cepadty,snit Ihak by his subscBhad to the within InOvonent and acknwA*dged to me signairrrn an the 1n"i.$anl,the individual,or the poman dpon that he executed the same In his rapadly,and that by hts bohaltof which indhddast acted,exocu[ed Iha Instnlment z1gnakvre on the Inatrumont.the hidivfdual.or the porson upon behalraf which the tadh'I M11 adad,execotod tha frtsinrmsnt (signature d-a—m-ofbuliVidusttakingacknordodgmern) (slgnaluroand offift01tndi 4041 la8btgocknowiedgmentl fWARr ar tivutS6dt taenurbm++ AAAGM a.aiiB"v�r`wA 15, PLEASE RETtIRNRECORCED DPEDTO: Solomon tied Hamm,PLLC Daniel Joseph Hcrrcm,Esq, 135 BayAvtntuc Grconport,Now York 11952 �1�� Page 8 ST-45011 PREMISES TO THE WEST KNOWN AS: CLEARVIEW ROAD Liability hereunder is limited to $25,000.00. ABSTRACTS, INCORPORATED BY: Mn— Thomas J. Turano Senior Vice President TT:db State of New York ) County of Nassau ) ss: On the 1111 day of January, 2021, before me personally came Thomas J. Turano to me known to be the individual who executed the foregoing single and separate search, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. AndrswTwwm NOTARY PUBLIC Notary Puft Sh to of New York No.01TUO404076 OueliW in Suffolk Cw* Commission Expires Febru"10,202 ABSTRACTS, INCORRORATEDT- P.O. Box 28 - Garden City, NY 1 1 500 - 51 6.680.1 000 • fax 516 688 0089 1 23 Maple Avenue, Riverhead, NY 1 1901 EXISTING LEGEND: O GRADE PROPOSED BUILDING 9.07'TOPSOIL T'1 N 05' 8.57. QQ PROPOSED ASPHALT DRIVEWAY LOAM / \ V W I Design Professional's Certification Required 2.5 6 57' —PROPERLY UNE C d' Submit P E or R A Certification For SAND --all>--PROPOSED CONTOUR n I The Installation and Construction of the Sewage Disposal System 35 5.57' -11 o-EwsrwG CONTOUR /IVt 41 Z Use Form WWM-073 SANDY CLAY 6 PROPOSED HYDRO-ACTON I/A OWrs MODEL AN-500 PROPOSED I O O E \i PROPOSED SANITARY LEACHING POOL �1, � ELECTRIC 5 4.07' PROPOSED SAMPLING/DISTRIBUTION MANHOLE 111VVV___ SERVICE SAND PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL CP I'l f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES —s—PROPOSED SANITARY PIPE 1 I —D— 1 {HERMIT FOR APPROVAL OF CONSTRUCTION FOR APROPOSED 8-ADS ROOF DRAINAGE PIPE 7' 2.07' - SINGLE FAMILY RESIDENCE ONLY PROPOSED 10'0 DRAINAGE STRUCTURE(SOLID COVER) / 1 `\V'� \ / f SAND. GRAVEL PROPOSED WATER SERVICE 1_ G✓ ,O _ TEST HOLE LOCATION 9' 0.07'(WATER ENCOUNTERED) —w— Ex UNDERGROUND WATER Q 1aa \ ` _ F DATE 12%W2020_ H-$r REF. NO. R-20-1567 1.2' (HIGHEST EXPECTED GROUNDWATER 1\ \ \ I APPROVE' CLL---L 1(12.5(,,0 AS PER WELL 547234.1) r \ £ FOR MAXIMUM OF 5 BEDROOMS TEST HOLE — — ` \ I EXPIRESTHREE YEARS FROM DATE OFAPPROVAL NTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BUILDINGS, \\ PROPOSED 2 STORY RESIDENCE 4 BEDROOM ZONING \ \ \ O 10 I/ I \ I R-40 (RESIDENTIAL) \ ���!!! f SITE DATA: SCM#. 1000-090-G4-03 J SITE AREA 0 666 ACRE GENERAL NOTES: 1 THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY STRUCTURES 2. THERE ARE NO KNOWN STORM DRAINS WInLIN 20'OF PROPOSED CESSPOOLS '{¢f 3. THERE IS A WATER MAIN AVAILABLE ON OAKWOOD DRIVE ( PROPOSmO I I \ 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS- GARAGE „TRENCH, " I I I 5. TEST HOLE PERFORMED BY VAN TUYL RODERICK,PC ON 7-27-1981 \ \ F.F.E.=11.6' � _ \ DRAIN _ �` II• SURVEY NOTES: 1. MEASUREMEM"ARE IN ACCORDANCE WITH U S STANDARDS 2 BEARINGS SHOWA ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE 3. EIEVARONS SHOWN HERE ON REFERENCE NAVO 1988. 4. TOPOGRAPMCAL SURVEY PERFORMED BY LKMA ON 9/30/2020 Pi✓ 5. PROPERTY SURVEY PERFORMED BY VAN TUYL RODERICK.PC ON 7-27-1981 PROP SED 2 STY ;; W W RESIDENCE DO 5 B DROOMS W/ \ UNFINI HED BASEMENT \ PROPOSED f PROJECT LOCATION C—k \ \ , WATER I A q i I F. .E.=13.6' 1 N SERVICE °"" to' IN I 10' IN O m lta� OO R a °s Cn E � QOM WEN`N� $`� -4 8 V I 0 f - v I V) C 1 ST s' fTi MIN I S C ^ ` MM "x DB Cedar Point Inlet LP 8' IN. z f coOm Pont Onva Ease - \ ALARM I ., P — CONTROL PANEL LP\ 4 yP LP L IM _ \ o o LP ��� LOCATION MAP o` PROPOSED U G. -37 n1 \ I\\ �/I ELECTRIC FOR � �'I FE -29 SCALE. 1"=±1,000' I \ \ I HYsPTIC T.K I `P F f FE I Of �L r 10/26/20 MF UPDATED FLOOR PLAN CFD Tr�It, 4 DDA DATE BY DESCRIPTION APPROV BY REVISIONS Z ` EXCAVATION INSPECTION REQUIRED I 505 LAKESIDE DR. N. 0 E o FOR SANITARY SYSTEM \ I 3-'SETBACK I _ SOUTHOLD NY 11971 BY HEALTH DEPARTMENT \ I ADM DS PROPOSED RESIDENCE O o \ �. �� �'�. PROPOSED SANITARY PLAN 0 o I \ I I L. K. McLEAN ASSOCIATES, P.C. "0 S61' 15' 50"W \ CONSULTING ENGINEERS 437 SOUTH OGDNTRT RD-IIRDaDIAVD4 KEW YGRK 11710 ,L muva w s 1,c saae or o+ns Im®rs Sheat No N o , m..wa�,aD.�oaMD� D-g-d Br- MF/CFD seo1w AS NOTED N60° 20' 30"W SITE PLAN 170. 4 PAULGILAVd4 .ffima�,E„� v o" / DEVELOPED \ I maen Io,a soA ,oe wm oroW"BIr MF Data OCTOBER 2020 S 1 �15�O0' SCALE: ,-=zo' PUBLIC WATER ;�m O- Approved W- RGD Fie No 20102.000 1 15 STOPPER OR END PLUG 10"x 15"QUAZITE FF ELEV ENCLOSURE WITH COVER =13 60' IN LANDSCAPE AREA MIN 4"DIA POLYLOK 20"COVER GRADE ELEV SDR 35 PVC PIPE PITCHED MIN 4"DW (EL 10 35') =11 60 PERTOP OF RIM SDR 35 PVC PIPE PTCH D POLYLOK 6" GRADE ELEV=10 70' ELEV 10 70' MIN 1/8 PER 1' RISERS SOLID CONCRETE COVER DISTRIBUTION BOX 6"MIN 12"MAX6"THICK 4 MAX ENDCAP TYPE CONCRETE SLAB 12"MIN SDR35 PVC PIPE PITCHED20" MIN 1/8" PER 1 INVERT(OUT) BE INVERT(OUTEV A,) PROPOSED 4"CAST INVERT(IN) ®®® - IRON I TARP PIP ELEV 8 70' ELEV 8 53' 3'-0" T14A 2CLT ROOM LESS - - ELEV�B(30 ®®® ^ MIN 12"COMPACTED SAND OR 2'-6" FOUNDATION WALL V PEA GRAVEL LEVEUNG PAD (INV=9 50) OU7 INVERT _ 5 PROPOSED DISTRIB TION SAMPLING MANHOLE ELEVR7eo) ®® e FOUNDATION B'-O"o 4" SDR 35 CROSS OVER_L_ PIPE EL=58' BOTTOM OF TANK ELEV 1615' HYDRO-ACTION AN-500, 550 GPD SEPTIC TANK HIGHEST EXPECTED WATER ELEV=120' BOTTOM OF BACK FILL LEACHING POOL O MATERIAL TO BE ELEV 5 13' GRAVEL N T S 0+00 NOTES 0+25 0+50 1 CONCRETE MINIMUM STRENGTH 4,000 P S 1 0 28 DAYS. 2 ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND SANITARY ® I LOCKABLE 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT N.T.S. EXCEED TWO FEET IN HEIGHT (TYP.) 4 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY T IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS STOPPER OR END PLUG FINISHED SLATE OR OTHER SUITABLE COVER 10•z 15-ENCLOSURE WI TH5 BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL GRADE IN LANDSCAPE AREA COMPACTOR AT 6" LIFTS 6 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS rn 3 a DRAINAGE NOTES 0 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"//6x#8 SOLID CONCRETE COVER OR OPEN SEE GRATE AS DETAILED 6"CONCRETE SLA 2 ALL CONCRETE TO BE 4000PSI ® 28 DAYS PRO D3L4-DtkE cl 3 UTILITY LOCATIONS SHOWN ON THESEDRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE 2' MIN ONLY IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY nCOVERAGE THESE LOCATIONS AS WELL AS OTHER UTILTIES THAT MAY NOT0•WYE BRANCH BE SHOWN ON THE PLANS. Flow �' 8" HDPE DRAINAGE PIPE 4 ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN W '3 AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE o ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS p ®®®�® NO DIRECT PAYMENT WILL BE MADE TYPICAL CLEANOUT DETAIL SEEI 5 INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET NTS REINFORCEMENT 12" ®®®®®® x w FIELD CONDITIONS OR AVOID CONFLICT WITH UTILIZES AS ORDERED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTE 1 w BY THE ENGINEER O SHEET PILING 30' (TYP / AS REQUIRED > 6 ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING 3 ®®®®®® w " ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE 4 BLOCK, BRICK, AND/OR 12 MORTAR MIX Of I'��LTi DATE BY DESCRIPTION APPROV BY EXCAVATE AND ®® BACKFILL 3 FEET 4" 7 USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS v AROUND AND ®®®�®® UNLESS OTHERWISE NOTED �- REVISIONS / BELOW LEACHING RINGS WITH E=El SECTION `?' ;�C� �•D~` 505 LAKESIDE DR. N. Z SUITABLE POROUS 8 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING Sim"BOLT ,>v\\0- „cv�I i MATERIAL AS DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE ti 1 SOUTHOLD NY 11971 GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND PLAN 1/e•n0c WASHER E APPROVED BY THE SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF a- ENGINEER TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND 3/6•0--G8 O' 3 0' POROUS Gwa�r C PROPOSED RESIDENCE N '^- BACKFILL (OSHA) xoTEs" M! 1r��•Y � o HEALTH REGULATIONS FOR CONSTRUCTIONNO DIRECT p MATERIAL PAYMENT WILL BE MADE FOR THIS OPERATION 1 MAn]eAtS.CONFORM TO Amt A48 CUSS 30B OR I o 9 IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3" 358 GPECNHCARONs DETAILS 1 I 2 LOAD RAPNG FORIf) LQAI)ING AA9HT0&MS 20-H IOGHWAY Amy �O(�C� (. p 3 AS AND COF ERAME COVER AS URM BY LONG SAND REINFORCEMENT NOTES- PRECAST OR APPRwm EQUAL. �Z/ Y L. K. McLEAN ASSOCIATES, P.C. N O �•l � CONSULTING ENGINEERS 17 SOUTH COUNTRY M.MMKHAVEN.NEW YORK 11719 -N 1 6?x12"#6x�/8 REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC �_ Sheet No CA 8'-0"0 LEACHING BASIN DETAIL 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER oes�9^ed%r MF/CFD sale AS NOTED o0 NTS N.T_S_ DTD.,^BY MF DRI. OCTOBER 2020 d Approved BY RGD File No 20102.000 S2 A°P/C°RRR`P0�" ,HN K- 11WY- A080917-1 Arc-080917-1 AK-080917-1 O o cm 1 1402E�p 1DISUI. Pulte RAIWCS ®1V 1V1CrCTll®LV ®llkGlldttlVL PAGE '� • • • • • 1-7 DOW�=yp N N RRA 3/HP O 115Y 3 MOTOR 150 FIA EILLI W REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 In-IDs. C82 rm�parrs G PUMP WM.4 O PIMP 3/4W O 115Y AUEW• • • • N MOTOR 15A FIA lRi-Q4 IIS PLC NPLIT ' Mmmm FAU5VSN YR IA AS-1 GMIA RDN AUD ® C COMP COIP.RAT2M 5 6 MIRY N MOTOR 1/IIP O 115Y MUTE&4 FIA ONCGDRft��[� NOTE ALL I moms TEST MIST HVIE NORUL O MARY O/E7aORD PROlecnoN. O O LRi-01 � DUHE R 1 2 11 PLC Deur 1 N P1 N Pt N C1 N 1 2 3 4 5 6 � AK-080917-1 0 NOTE: ENCLOSURE �' Ha 3 4 Iz PLC Vowa HINGE TO THE RIGHT CSR2d la PIC Deur LR7-0.i MT z R G OUSE 17 PLC Wm � � 'n i a R DEMAND $ a a u ITS � SPRAY IB PIC INPUT N � � � p5 04.5185 018 7 05.4971 W ULU W BLU W 06 0801 020716 NOTES:MAIN PANEL DISCONNECT MUST BE PROWDED BY UWAUER. NOTES MAIN PANEL DISCONHE7Cr MUST BE PROWDED BY DWAUER. ALL INFORMATION CONTAINED N THIS DRAWING 6 DASHED LINES DWATE ITEMS HOT CONTAINED IN THE PANEL DASHED LANES INDICATE ITEMS NOT CONTAINED IN THE PANEL 027 0 0718 FEW WUONG MUST BE A MMOL I OF 6PC COPPER WIRE FIELD WIRING MAST BE A MRULUM OF 6VC COPPER WOE. CONFIDENTIAL AND PROPRIETARY TO SEPTIC PROIKICIS INC. i�r'LfUP ffiN@ TO PiEsERvE EIOINOHNEINTAL RATIO OF PURL.USE FIr1m TO PRESERVE ENDIRaNMENTAL RATING OF PANEL.USE ETH. CHANGES TOLERANCES DRAWN H>DATE TERMINAL CONNECTIONS + AND HUBS WITH SAYE ENAONMENTAL RATING AS E1NCLOSINE. � � AND HUBS WITH SALE ERYNOKMEWAL RATING AS ENCLOSUM � � VE DECIMALS o wTEIOAL 5PE>aFlaAnoN. FL a,Nwa T1AII7AMCL5 I1W 1YN er O uE auMCFs 7alurAx<ts DIMWM BY 011E FRACIORO Le.NAM OWt/O SCHEMATIC.ELECTRICAL FR IO A L¢erwmc OAn1/17 SCHEMATIC„EI ECTRICAL AS NOTED FULLAK-080917-1 02 407 AS NOTED FULL AK-080917-1 AS NORD �LL AK-080917-1 r r7r 04.2686 063300 058333 04 7683 132G ELECTRIC MATERIAL LIST IncW/Ism M CM 4USS ,dl H D-D3 E AKm09,7-, A,of I9„rzo,7 ran Mdoed- c Tr PG1d1206HO5F ,dxt2 Nemo 4XP.tm En due=C Ed, 1 2 ADP14X12(5P) 14x12 Hadgt l pb I"Jex 1 3 —Io'CG 1?Cud G p Core" 0 4 C25AN012540P Svgle Ptle 25&IaraE- 1 s L MN0220AOP «Daae Pok NA,120r adEalm 2 6 F IFM12RCC SmwR y Nlec 1 Q-- B 7 52 G-1 I.,, TNI 2 e OOU11W I pole,,OA Bnmker Sgea,eD 2 9 OOU,20B IPde WAgeelar SquaeeD 3 01 {( F 10 --2D N c«rem— mxerssl,a 1 3 11 M22{{MOR Red Las C,—Beret Enron 1 re n /+ 12 N@{11230G G,renLms,ChoneB i Eebn 1 O C-C2 13 L@{.A.23 A Lae CI—Bel Ealpn 1 N � p td 965 GP 03 50A TennrelBbd, MaraO,u, 1 A 15 6G39TS-F Slatlable Te"nuulRtrk Ma,a9w, 14 O 16 6GMEF 1 C 17 QaC1Kd9(:52L-ISD HWA Seidl EZ SeON 1 O N 16 711100 Tegla Bpta ACIDCE— 1 N 19 Qa8159 Spray(Darendl Dose Sx6di QS,.edl ) HYDRO—ACTION AN-500. 550 GPD SEPTIC TANK DETAILS 3 21 04110 x,69amdW«mp� , NTS zz TDSWg1 Faaa„at�a,am TSA 1 04UO BILL OF MATERIALS `de" � za w-XSRed Atvm Li9M Assentor awcEgmp 1 0 25 P I1 B— upam SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CO ITEMPIN DESCRIPTION QTY 26 SL-001 Lackndo Imdi aCmc EgaP 2 U HA-180056 1 RUCTION A 180055 TANK,ANSOO 245 PRETREATMENT 1 B 100118 COUPLING, 4" SCH 35 PVC SXS 1 DATE BY DESCRIPTION APPROV BY v C 240018 FG CONNECTING PANEL 24X19 2 z Cl sooz6 ADHESIVE,CARTRIDGE 1 REVISIONS `F OF 11CWYO 505 LAKESIDE DR. N. C2 0 SCREW, 1" � D 7660066 X10 SELF TAP PPH ZINC 2 6 FASTENER, 3/8-16 X 3 3/4" AT HHCS 1 .`�' `Ot /D� SOUTHOLD NY 11971 E N D1 200013 Nur, 3/8"-16 ss 3 PROPOSED RESIDENCE r1 s D2 200006 WASHER, 3/8-16 SS 4 qtr F C) D3 200034 WASHER, SS 3/8" LOCKWASHER 1 c _ 1n E 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 o DETAILS 2 Ln F AP600-P AP600 ATU W/PLATFORM COMPLETE 1 1�� N o G ECSO30-LI00-PLC EC50-304-100t rT ;�' �i L. K. McLEAN ASSOCIATES, P.C. 04 O H 100023 PIPE, 4" PVC SCH35 (1) 16" LONG 5,0985 CONSULTING MGTNE Sn 437 SOUTH COUNTRY RD.,MWOKRAYN,NEW YORK 1,7,9 O1 0 1 100023 PIPE, 4" PVC SCH35 (1) 28" LONG (� p Des.gned Dr MF/CFD scale AS NOTED sneer HP C 04 r N� `, J 180111 TEE, STRAIGHT 4" SCH35 1 pROF'r ��- o/ K 100023 PIPE, 4" PVC SCH35 (1) 10" LONG D o"n By MF Dnte OCTOBER 2020 S Z a- Approved Er RGD File No 20102.DDD J J PROPERTY ON THE SUBDIVISION MAP OF CEDAR BEACH PARK LOT 67 FILED DECEMBER 20, 1927 AS MAP NO. 90 DAKWDDD DRIVE -1090 SITUATE AT (3o' WIDE) ,3 BAYVIEW z 10 90 94.5 8.78 _ _ x992 S 41°59'29' E 200.'00' — TOWN OF SOUTHOLD EDGE OF STONE DRIVE x 1061 SUFFOLK COUNTY,NEW YORK I — I I X9111 x847 810 AREA OF PARCEL = 29,012± SQ.FT. OR 0.666± ACREJq Ix 414R I 1 d �7 U r l x969 LEGEND I I ( {un 1 1 X1031 '�I/ \ I I I I TF TOP OF FOUNDATION TF f270 I 1 TF 1269 I 1 �)�o �1 I ✓ x1251 SPOT ELEVATION L (/ 22.5' N CQoC C0 CONL. X946 1 x918 TF 1268 TF 1268 A CONCRETE ti ^ NOTES FOUNDATION a Q Z n1 X", 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS 3 L T 68 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, cl LONG ISLAND ZONE 3 �O 58.9' ---------- ---------- 3 ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A) SS.S ` �+ ? x1016 TF 1267 WING WINGTF 1269 - tr1 _ AA/�� 1 WALL WALL 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED `^ x1319 . tl+ LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE A �6 H j NEW YORK STATE EDUCATION LAW 0 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF T) MAR 2 4 2021 THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE v Z\ x 1241 i VALID TRUE COPIES I 6 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN j ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, X1119 1119 Opp GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE I x 1078 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS I 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED \ I � 1 8 THE SURVEY CLOSES MATHEMATICALLY I x1258 I I I I 13 4, I I I MON. I e ' ' — — logo I �i 716e i X1193 7 N 40 31 39 W 116.17 ^-/°A11�00 QZF-�Y Hwy® xf119�V 15' �� L. STS<< EDGE OF STONE DRIVE x 1222 x 1201 ,267 r y� �� 9y PIPE x 1294 LAKESIDE DRI VE NER TH !( ' WIDE) DATE DY DESCRIPTION APPROV BY (30 REVISIONS Town of Southold 05052Suffolk County, New York 505 Lakeside Drive North £DLAND S�'/ SOUTHOLD, NEW YORK / SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT completed by me on 03/19/2021. L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 /�y%/Q CONSULTING ENGINEERS & LAND SURVEYORS SECTION 090 00 .yu :tel"� lw c--� BLOCK �4�� sa eyed By COUNTRY ROAD,. BROOKHAVEN, NEW YORK LOT 003 003 TAMARA L STILLMAN, P L S. Spee Na NYSPLS No. 50528 Bra.,, By- DM Bate MARCH 23, 2021 ll PA20102.000 505 Lakeside Dr N\Survey Dept\Drawings\20102000 Found. As-bulltdwg 6/29/2011 4.17 PM Tamara Stillman Approved By, TL.S Flee N. 20102,000 ll , LEGEND: / o ow SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES --PROPERTY LME LI.I —110—EXISTING CONTOUR -r,> / 002 APPROVAL OF CONSTRUCTED WORKS FOR 6 EXIST NC HYDRO-ACI ON I/A OWNS MODEL AN-500 O P 00 i A SINGLE FAMILY RESIDENCE LFA EXISTING SANITARY LEACHING POOL Z EXISTING SAMPLING/DISTRIBUTION MANHOLE IXISTING R U_G \ o E Date— r.1) S Ref No �. EXISTING FUTURE EXPANSION SANITARY LEACHING POOL / ELECTRIC I 10/20/2021 R-20-1567 / SERVIC -- _— —S—EXISTING SANITARY PIPE —D—EXISTING 8'ADS ROOF DRAINAGE PIPE IP \ E EXISTING 10.0 DRAINAGE STRUCTURE(SOLID COVER) ' \ I I Tne sewage disposal and water supply facilities at *his location have been -.- EX UNDERGROUND WATER inspected and/or certifies by this Department or other agencies and found Oj to be satisfactory FORA MAXIMUM OF _ 5 BEDROOMS 1� 'RAID �NEFPER PE , CHIEF G _ Office of Wastewater Management F I �\ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EXISTING � I �� / DRAINAGE POOL (TYP) I BUILDINGS: ECIC 2 STORY RESIDENCE ZONING 4 BEDROOM \ R-40 (RESIDENTIAL) SITE DATA scTMB 1000-o90-oa-os SffE AREA 0 666 ACRE I �--- •81 I i I SURVEY NOTES: l I 1 MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS f 2 BEARINGS SATIONS HOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE I\ I I EXISTING i I EXISTING 4 TOPOGRAPHICAL SURVEYHEREPERFORON MEDEBYELKMA ON 9/30/2020 GARAGE ml ASPHALT TRENCH 5 PROPERTY SURVEY PERFORMED BY VAN TUYL RODERICK, PC ON 7-27-1981 F.F.E.=11.6' "I DRIVEWAY DRAIN i \\ I I I I ' I I lil� Ili I Is 1\ EXISTING 2 STY "' " w w --mow wI AS—BUILT z �I I SANITARY DISTANCES II = RESIDENCE I N zs FROM CORNERS OF HOUSE 005 BEDROOMS W/ I„ UNFINISHED BASEMENT j = EXISTING A B WATER F.F.E.=13.6' I o NO SERVICE ST 20' 33' \ v l a i 0 DB 27' 38.5' 0 0I —� I 0 0LPI 33' 51' I - I C1T I LP2 34' 148 5' IO f �I NOTE l � I 5 DISTANCES ARE TO THE j I CO ST I £ CENTER OF MANHOLE COVERS �i _ — �6 •� A Ch ADB -- - \74LPEXISTING 1,\C , f � ITARY ALARMCONTROL PANELIQP2 YOLP \OSAN f , \_I t / r �\ EXISTING U G /O I ELECTRIC FOR LPO) LP1 �l -� HYDRO-ACTION f v SEPTIC TANK \` �� LP DATE BY DESCRIPTION APPROV BY REVISIONS I 505 LAKESIDE DR. N. SOUTHOLD NY 11971 PROPOSED RESIDENCE F NEW y GDI.4 SANITARY AS—BUILT PLAN L tir{Oa0 4.1' # N j # L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS IS!SOUTH COUNTRY RD..8ROOKNAVEN.NEW YORK 11719 I S61' 15' 50"W !� 9�J e,e r MF/CFD style AS NOTED Sheet No 1•, un oE�x rmr a ne m�ou+cs Q. Doss d B N60° 20' 30"W �= SITE PLAN DEVELOP N a� � �PROFESS�NIFO� Dro.n By MF Dole SEPT. 2021 170.74' rf/ SCALE 1-=20' >K'>w µa+ Ilcauxa c 15.00' PUBLIC WATER rOYm w�svoa L«•s m w �+ Approved By. RGD FII.No 20102.000 J TRUSS PLACARDING REQUIRED APPROVED AS NOTED DATEc2j* r B.P.# � ' r-- COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES FE v � BY: AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN ZBA FOLLOWING INSPECTIONS: SOUTHOLD TOM PLANNING BOARD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES 2. ROUGH - FRAMING & PLUMBING N.Y.S.DEC 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR REQUIREMENTS OF THE CODES OF NEW � �➢���� YORK STATE. NOT RESPONSIBLE FOR � zr3 I UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. Vv H O UT CERTIFICATE OF 0 CCF-AC All exterior lighting Installed, replaced or repaired shall conform to Chapter 172 of the Town Code Blower door and ductwork 1'LiJiVi E-1--; 0E:R37FICATION LOAD CONTENT BEFORE testing reQulred. Ti KATE OF OCCUPANCY 'CLDER USED IN WATER Must provide Manuals uL'='FL)'SYSTEM CANNOT D, J and S a5 per EXCEED 2110 OF 1% LEAD. NYS Energy Code DO NOT PROCEED 1NITW FRAMING UNTIL SURVEY PE-TNNI STORM WATER RUNOFF OF FOUNDATION LOCATION FJ^C� I �T TO CHAPTER 236 HAS BEEN APPROVED.,' OF THE T OV li CODE. PLUMBING ALL PLUMBING WASTE & tN,ATER LINES NEED i_. .) ,I< a nEFORE COVERING GENERAL CONSTRUCTION NOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. below the concealed space of a floor-ceiling assembly, draftstops shall be as adopted by New York State May 12, 2020, installed so that the area of the concealed space does not exceed PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD Additional Code Compliance: 1,000 square feet. Draftsto In shall the concealed space into approximately LOAD LOAD NUMBER AND TYP q pp' g p pp y MINIMUM DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State, the equal areas.. Draftstopping shall be provided in the following locations: inches Uninhabitable attics without storage 10 OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Uninhabitable attics with limited storage 20 10 Fuel as code; Existing building code; Property maintenance code. Bathtub (with or without Shower head g ITEM ROOF FRAMING g g g p Y 2. Floor framing is constructed of truss-type open-web or perforated members. and/or whirlpool attachments 1-1/2 ALL CODES shall supercede the drawings and shall be incorporated into the Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall belaced against the foundation walls Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL p 9 until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL Additions,Alterations & Renovations: shall conform with Appendix J Dishwasher on separate trap) 1-1/2 Fire escapes 40 203-8d COMMON CEILING JOISTS NOT ATTACHED TO PARALLEL 9BLE 8802.5.1 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION TA ( ) EACH LAP 2.. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Kitchen sink (one or two CEILING JOISTS ATTACHED TO PARALLEL traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE 8802.5.1(9) EACH LAP 3. The contractor prior to the start of construction shall verify all 17. Metal flashingshall be installed were concrete abuts wood without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR dimensions, existing or new and be responsible for field fit. and were decks abut house framing. Laundry tub (One Or more Compartments) 1-1/2passenger vehicle garages 50 OR 1 114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ONI ONE SIDE AND 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 18. Install joist hangers at all flush structural load bearing conditions. 4-10d Box 1 TOE NAILS ONI OPPOSITE SIDE shall be installed in accordance under latest State approved Building Codes. Shower (based On the total flow rate through Sleeping rooms 3o io showerheads and bodysprays) OF EACH RAFTER OR TRUSS All systems are to be designed, installed, &specified by the general contractors; HVAC, 19. All habitable rooms shall be provided with aggregate glazing area Stairs 40 20 4-16d OR electrical or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL I I I Electrical certificates are to be provided the electrical contractor. openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpm and less 1-1/2 20 2011 3-16d BOX OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL r '� V of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 12.3 gpm Up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING be the responsibility of the general contractor to verify the depth of all existing footings More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION NOT AT BRACED WALL PANELS STUD TO 165 COMMON disturbed by construction. 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3/12 with 8 STUD ( ) 3.5"x 0.162" 24"O.C.FACE NAIL W ' ' t Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL Q {� Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162" \ of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions H/180 16d COMMON s 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES w be determined b a soils investigation. (3-1/2"x 0.162°) V, Y 9 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 L/36o5-8d BOX(2-1/2"X0.113") 11 CONTINUOUS HEADER TO STUD TOE NAIL the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING- GARAGE SEPARATION OR 4-8d COMMON p Y outside of each separate sleeping area in the immediate vicinity of the bedroom All other structural memebers G. Cast-in-place concrete shall be air entrained; 5% < 7% total air content b volume and have L/240 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, p p g Y SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE isd BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish H/360 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8 16d COMMON OR FACE NAIL ON EACH SIDE OF END L.�.� FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' All Concrete shall conform to the latest ACI standards. interconnected and hardwired to a commercial source. EQUIVALENT TO THE GARAGE SIDE L/240 13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) �. WHENEVER an alteration, addition, or conversion is made to an Existing FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END Reinforcement: Steel reinforcement shall comply with the requirements Residence, the smoke detection system of the ENTIRE residence must be BOARD 11 SIESMIC BRACED WALL LINE SPACING>25' ( JOIST)MIN 24' LAP SPLICE LENGTH) � J of ASTM A 615,A 706 or A 996. brought u to code, hardwired and interconnected. L=span length,H=span height ry Minimum field,A 7 strength of reinforcing steel shall be: 40,0000 psi rade 40 , g p STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL ^ {_L_ O Y 9 9 p ( 9 ) USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL v, required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 R404.1.2(9). of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL O UJ in the immediate vicinity of the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIORWALLS THAT ARE WITHIN THIS AREA and smoke alarms shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX LIn .L� located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the li htin Circuit with no intervenin wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN lighting g SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 0 o 0 to provide a maximum cover of 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-1 od BOX FACE NAIL RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 18 3-8d BOX 9 1" BRACE TO EACH STUD AND PLATE FACE NAIL � w;8�� Based on R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. 2-8d COMMON Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 s 10 13 wall and One#4 bar near mid-height of wall. to Figure R602.10.7. Braced wall panel connections 2Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C.• . 4 6 8 10 shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8( ) _ E wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood structural panels o 0 2� y 5: 12 16"O.C. 3 5 6 8 i c, 25. WIND DESIGN: shall be as per R301.2.1 Acontinuous load path shall be on �( 2 o a s 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All provided to transmit the licable u lift forces in section 880211.1 from the Fastener Panel Span Panel Span Panel Span 7:12 1s"O.C. 3 4 5 s w.s o, � �o °o p pp p FLOOR FRAMING = _ ° >. Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 roof assembly to the foundation. Type Less than or less than or less than or U.�.-' y ° U C y � c Min. Fb for dimensional lumber= 850 psi. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 -,)-s co a o 4-8d BOX m aw �j� o Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 12: 12 16"O.C. 3 3 a 4 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 1 o o 5 o o N o 0 Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. No 8 Wood screw 2 2 2 °Y ° w 2 u asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Se 2 o - a`~ ° based anchor with L�, 0 3 L •� ° c 3 as per Table R905.2.4.1 of the NYS Residential Code. on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL ° o'E 8 s 8. ALL EXTERIOR LUMBER Shall be ACID requ ring the following: Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS o 8 0 ° ° a° = " a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D len ht ° m -N - 2'--:E-: pp copper roofing nails minimum 12 gage Shank with aminimum - g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2 1od BOX � c c c m °w ._ g g g 23 EACH END m m•- - -c ID - o or stainless steel. 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON t a N a o - 3 b.) Use Copper flashing Only against ACQ Liumber Sill Plates No 10 Wood screw _ ° 0 o Z ° o and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer : ° c E 2 t � ° c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 4 16d BOX TOE NAIL :E ° m c shall be Hot-Dipped Galvanized or Stainless Steel. but not less than 4 per strip. v 3-16d COMMON 2 � -N c �L c a c U � �a �'E Q �n c m c ai o m e IV—m m o m ` L) 2 inch embedment on center on center on center AT EACH BEARING,FACE NAIL �- ° � N = i` ro E a._ o a 27. Flame Spread Index: R302.9 lenght 1 / 4 1.33 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be wall and ceiling finishes shall have a flame spread index:5 200 L ° _ c = 4-10d BOX installed in accordance with the manufacturers latest installation details, Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-1 Od BOX PER JOIST Framing connectors,Allowable Hole diagrams, specifications, etc. & attics shall have a flame spread index:5 25 1 / 6 1.20 3-16d COMMON Z "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. "Parallam PSL" Design Stress: E =2.0, Fb = 2,900 psi, Fv= 290 psi 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM fn LD Smoke-developed Index: R302.10 STAGGERED ON OPPOSITE SIDES UJ l.-_. "Anthony Power Beams Design Stress; E =2.1, Fb = 3000 psi, Fv= 300 psi wall and ceiling finishes having a smoke-developed index 5 (/)450 b. Fasteners shall be installed at opposing ends of the wood structural panel. -0 n Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies Fasteners shall be located a minimum of 1 inch from the sedge of the panel. 28 LEDGER STRIP SUPPORTING JOIST-,.OR RAFTERS 4-16d BOX W UJ C 2 p � g TABLE 802.11 3-16d COMMON EACH JOIST OR,RAFTER,FACE NAIL � W > 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 RAFTER UPLIFT CONNECTION FROM WIND 'J Z Z J > O each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of 29 BRIDGING OR BLOCKING TO JOIST d" shall have at least ONE operable emergency escape opening as follows: not less than 2 inches into the building frame. Fasteners shall be located not less than 2-sod BOX EACH END, TOE NAIL J Z N p 9 y P P 9 28. SWIMMING POOLS. Shall conform to Section R326 gRAFTER ROOF Sill height of not more than 44 inches above finished floor. 2-112 inches from the edge of concret block or concrete. SPACING SPAN EXPOSURE C W Q O F- co WOD STRUCTURAL PANELS SUSFLOOR W A. Minimum net clear opening of 5.7 square=eet. 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED = U E -o ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W 0 Except grade floor openings shall have a minimum net clear includingbut not limited to: Solar read roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco,they shall be attached (,) I-- opening of 5 square feet. Y 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING Z P 9 q 300 sq. ft.Access and pathways, roof access points, ground access areas. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of (n LL - 0 B. Minimum net clear opening height shall be 24 inches. p y p ROOF PITCH ROOF PITCH 1,500 pounds.P 9 9 � panels shall not be located less than 18"from a valley p <5:12 z 5:12 <5:12 z 5:12 DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS � J (n C. Minimum net clear opening width shall be 20". BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING D. emergency escape and rescue openings shall be operational A permanent certificate indicating the"solar-ready zone" and other requirements of 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLIE END WALL FRAMING Y this section shall be posted near the electrical panel or water heater by the builder, Exterior glazing in buildings located in Wood-Borne deblris regions shall from the inside of the room without use of keys or tools. g g g g be protected from wind borne debris. 16"O.C. 18 277 259 342 322 „ 6d COMMON(SUBFLOOR,WALL) WHERE Basement contain more than one or more sleeping rooms, Glazed opening protection shall meet the Large Miissle test ASTM E 199G 30 3/811. 1/2 (ROOF) 6" SEE NOTE A 6" an emergency escape opening shall be provided for EACH sleeping room. p g p g 8d COMMON R ) g Y p P 9 p p g The main electrical panel shall have reserved space for a dual pole circuit breaker 1s"O.C. 24 340 316 422 396 Emergancy escape and rescue opening shall open directly to the outside for future solar electric installation and labeled "for future solar electric". and the ASTM E ed o e modified in IRC section borne 1.2.1 31 8d COMMON 6" SEE NOTE A 6" Garage door glazed opening protection for wind borne debris shall meet 1 s"O.C. 2s 34e 358 476 446 19/32"- 1" EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 711 31. NEW Construction /Additions&Alterations: wind speed is 130 miles per hour or greater. 16"O.C. 36 469 438 538 547 W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each It shall be the responsibilityof the General contractor or his subcontractors to submit (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 42 535 499 664 622 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" I"_ Q continuous run of treads or flight with FOUR OR MORE RISERS. in detail the design, calculations, drawings, written statements of the mechanical, o z Handrail Height measured above stair tread nosing, shall not be less than air conditioning, ventilation. heating systems ( new, existing or upgraded) 16. "EXCEPTION: col "O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS o co 34 inches and not more than 38inches. All Handrails shall be continuous stamped by a professional engineer if required by the Owner or Building Dept. Wood Structural panels with a minimum of thickness of 7/16 inchCq the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) Q to a point direct) above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut& predrilled to cover the glazed openings �_ Iii p Y g j I•-- 6 DIAMETER -►I with attachment hardware provided in the table below. >- _J a wall shall have a space of not be less than 1-1/2 inches between the wall WALL (WAIL SPACING -� > Q and the handrail. see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the(house. TABLE 507.9.1.3(1) MINIMUM NAIL MIN WOOD WOOD STUD D W U Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL -� U) CONSTRUCTION TYPE DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" as follows: PANEL SPAN RATING above the floor or grade below shall have a railing not less than 36 inches ' "I", 'II", "III", "Iv", OR"v" ht. Railings shall have Top rails and Balusters and Bottom rails that are t° CONNECTION JOIST SPAN 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in hei g g TO 12'REFLECTIVE RED DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1" (2.5 X 0131") NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed i,� by the riser, tread and bottom rail of the guard rail at the open side of a stairway i PANTONE#187 H are permitted to be of such a size that a 6 inch sphere cannot ass through. 1/2"DIA.LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 p P P 9 _ & 1/2"MAX.SHEATHING 30' 23' 18" 15' Open sides of stairs with a total rise of more than 30 inches above the floor or l GYPSUM BOARD FRAMING SPACING OF FASTENERS grade below shall have guards not less than 34 inches in height measured BOLT GYPSUM BOARD I vertical) from the nosing of the treads. REFLECTIVE & 1/2"MAX.SHEATHING 36" 36" 34" 29" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS Y 9 WHITE FIELD FRAMING SPACING NAILS SCREWS Tro WOOD FRAMING 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' CEILING EITHER DIRECTION 16"O.C, 7" 12,1 5d COOLER NAILS opening is located LESS than 24 inches above the finished floor and GREATER "y TECHNICAL BULLETIN TITLE 19 NYCRR PART 1255.4 1/2" } �..• WALL EITHER DIRECTION 16"O.C. �� r� NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2"DIA. LAG SCREW $ 1G than 72 inches above the finished grade or other surface below on the exterior --► �- 13" 11" 10" of the building, the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL -- & 1/2"MAX.SHEATHING „ CEILING EITHER DIRECTION 16"O.C. 7" 12" p g p 5/8 EITHER DIRECTION 16"O.C. 7 12 6d COOLER NAILS a p p g Applicant shall provide engineered wood placard �� WALL �� �� COMPONENTS THAT ARE OF 1/2 1/2 structural plywood that compiles with R312.2.2 Window Opening Control Devices, on or adjacent to electrical meter box for field inspection. 1/2"DIA.THRU BOLT U TRUSS TYPE CONSTRUCTION 24" 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR � M STROKE Panel, Attached to & 1/2" MAX. SHEATHING EQUIVIALANTDRYWALL SCREWS. M1°, W "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, „ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" SCREWS SHALL COMPLY WITH U 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Pre-Engineered Wood Construction And/or Timber Construction Frame in accordance 5/8 BENEATH Z o GIRDERS AND BEAMS 9 IRC SECTION 8702.3.5.1 accordance with R302.11 thru R302.11.2 and Draftstopping shall be for new dwelling and/or any addition,alteration with Table R301.2.1.2 HABITABLE ROOMS LEDGERS SHALL BE FLASHED H--� U -� installed per 8302.12 thru 8302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 shall be affixed on or adjacent to any electric box attached to the exterior of the residential code LAG SCREWS SHALL BE STAGGERED PER 8507.2.1(1) A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE � "FR" FLOORAND ROOF FRAMING of the structure for field inspection of New York State END WALL FRAMING SHALL BE SPACED 6"O.C.. � ^i0 � rn '0 O Fireblocking materials R302.11.1 shall be as follows: .� CIO 1. Two - inch nominal lumber UNDER SECTION SO2 OF THE BCNYS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS `x ,E ,E 2. 1/2" gypsum board SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® -0 _ U 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUESGABLE END WALL FRAMING �I O ,ct with the 10 foot horizontal fireblocking in walls constructed using parallel OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOWV UNIT rows of studs or staggered studs. - CLASS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Crystalline MATERIAL LOAD-BEARING PRESSURE O bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 1 � v UL 263, for the specific applications Sedimentary and foliated rock 4,000 psf Wind speed: 140 LI1 /!,,~;,, Baa �;... Sand ravel and/or ravel GW and GP 3,000 psf Y9 9 ( ) p No of stories: 2 WIND DESIGN SUBJECT TO DAMAGE FROM Sand,silty sand,clayey sand,silty gravel and clayey gravel o (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND Clay,sandy clay,silty clay,clayey silt,silt and sandy silt SNOW SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD AIR MEAN Roof pitch: per plan PLYWOOD STORM PANEL SPEED TOPOGRAPHIC BORNE FROST 4 o WIND EXPOSURE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (CL, ML,MH and CH) 1,500 psf LOAD (MPH) EFFECTS DEBRIS LINE TERMITE a BldgLength per Ian REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP g p p SHUTTER DETAIL ZONE DEPTH a.When soil tests are required by Section R401.4, Bldg Width Per plan M the allowable bearingcapacities of the soil shall be art of the recommendations. Refer to General Notes for PanelB B 3'-0" MODERATE p P r2O LBS 140 NO NO NO SEVERE YES NO 1500 or less 52.2 bldg aspect ratio: 3:1TO HEAVY b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailing ( )Sched: Table R602.3 1 fastener requirements. are likely to be present at the site, the allowable bearing capacity shall be M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table, O.[NJ The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. determined by a soils investigation. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) ° TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS ---- TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED > _s o Side Elevation m' o, CL I I f — fasten king stud to header with Min.3"x 11-1/4"net header Header ° ° ° / 6-16d sinker nails CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shall occur at top of wall ',= = — ;,'= — ; — '',• METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° ° e _° ISI METHOD R6: EXT)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL °I ° ° ° a°°_.°_°' o I °° a._,S_.° fasten top plate to header with ON EDGE, 12"FIELD. INTERIOR SHEATHING of Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I I•I 1' PER TABLE R602.3(1).FASTENERS VARIES fastened to the required per R602.3.2 2-16d NAILS EACH SIDE king stud with Braced wall line ° •I I I I I i. ) 6-16d sinker nails I continuously sheated ISI t N with ill"wood \`\Minimum 40001b header-to-jack-stud .I ISI METHOD CS-WSP: a, m Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening co structural panels ° •I I'I AS PER TABLE R602.3(3) z o pattern as shown and 3 in.D.C.in all framing(studs and sills) ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — 1ZM S I° •I I I 8d @ 6"O.C.ALONG c Minimum 40001b header-to-jack-stud strap WITH Ed COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER �, I p BRACED WALL PANEL 8d @ 6"O.C.ALONG on both side of opening pp Panels splice edges.I (0.131 X 2.5"LONG) BRACED WALL PANEL o penin opposite side of BRACED WALL PANEL in ;° p g shall occur over .1 AT 6"O.C.ON EDGE AND 12" O.C. o s ° e sheathing and be nailed to common blocking IN FIELD BRACED WALL PANEL w a' ° �-� Min.Double 2x4 framin covered with minimum _. a within the middle 24"of the portal- BRACED WALL PANEL x a� °° o_°.° g le hei I. One row of 3"o.c.nailing . BRACED WALL PANEL BRACED WALL PANEL � r - I° 1/2"thick wood strucral panel sheathing "—"-" �-- Q' °'°- 9 g 9 BRACED WALL PANEL BRACED WALL PANEL INTERIOR FINISH: ° i° with 8d common nails @ 3"D.C.in all framing is required in each panel edge. _ I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed f I I I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d 16"OC ALONG 3-16d @ 16"OC ALONG I• @ BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH ° W I'I I'I 1: WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL ° = l I TABLE R602.3(1)FOR EXTERIOR WALL BLOCKING MEMEBER 2'to 18'(finished width) — J. SHEATHING Min Double 2x4 or W ! Min.length 16" 2x6 King&Jack stud of 1l2"min.thickness wood structural .H. _ — ° per Table R602,10.5 panel sheathing ' 1 _ CONTINUOUS RIM OR J ° Min double 2 x post v— — — •- — — _ 'h -- — _ a; CONTINUOUS RIM OR 'I • I'I• END JOIST ° ° No,of jack studs per Q I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ• Table R602.7(1&2) ?>> •I I I .I OVER AND BE FASTENED TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE _ 10 Min.lle per Diameter anchors .I I 11 WALLS PANELS SHALL OCCUR OVER h / installed per section R403.1.6 W INTERIORS 1'` t• AND B-FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING with 2"x 2"x 3/16"plate washer W •I I'I I'I COMMON BLOCKING ADDITIONAL FRAMING ,1 SPACING I I I I I• CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I ISI I•I I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C,ALONG •I I.1 I.1 i' BRACED WALL PANEL 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W r •I I•I I•I 1• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to UJ ., •I I I I 1 I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate Q BRACED WALL PANEL CONNECTION WHEN BD common to joist per Band or Rim joist j p •'— — — — ' — — — -1•'— — — —'• ° to joist per • PARALLEL TO FLOOR/CEILING at 3"o.c.Top an PERPENDICULAR TO FLOOR/CEILING °° ° Sub-Floor nailing sched. 8D common nials °° °° nailing sched. FRAMING FRAMING Bottom °o o° ° B ttomc.To and o_a—°_°- Top Rim Joist � � J Rim Joist ° ° ° ° :: �perPlans . w O FASTENING REQUIREMENTS FOR u, ° ° ° ° ° ° ° ° ° ° ° ° !�-`.-•Anchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans O W 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 0. 1i CEILING OR O U FLOOR JOIST DIRECTION Simpson 1-1/4" galv. x 20 gage L„() 2. ENDWALL—+► ENJDWALL H2A Stud To Rafter /1 Connector Were the distance is SIMPSON H2A coil stra with 5 8d common L.L. \,/J iv L between 9-1/4"to 15-1/4" nails in each end at each rafter. FLOOR AND CEILING JOISTS � at each Rafter. With IMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeterc (J�` ISTS-SEE PLANS Strapping - braced wall panels „ PROVIDE@STRUCTURAL RIDGES E.2 at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field 4- _ N r Each Rafter on Each side 00 5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See Nailing 0 0i „� s,� o ao Horizontally attached ( ) p g Schedule Dwg-1 � o,o tE 2 o _ o BLOCKING plywood sheathing Blocking of Ridge to have a w.E c E L V o m 0 A TYPICAL @ all Plywood Joints l have Solid 4 c c Z o U w ` AT 48"oc Simpson LSU skewable hanlger ��U.N� o= -o 0 o SIMPSON H2A 2-BAYS IN = " _ _ m r68 5 = @ Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil .�.o 0 =a L° U BLOCKING 48 INCHES ON CENTER g a � Y m_ °, rafters attached to top (5) 8d x 1-1/2 nails in Rafter N >.0 = 0..-.o Strap with (5)-8d common nails 0 N = 0 N.Cr0 = 3 plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ° ' 3 L o-E 3 0 t SECTION A-A along len length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° 0 0 0 0-0 0 g g ( ) Look Out Blocks ° 0 a� = N O N Comer Holdowns panel. and window or door Header. ° ' _ �' o .E Refer to plans _ Less than °° r 0 a 3 for locations 0 as o v "o o o 2,r- END t END WALL BLOCKING DETAIL N Typical each side and ALL or Equal Gable End Wall if required �- windows and doors. q ' ° 0 E w _ °' = a FOR FLOOR AND CEILING BRACING to 12" �" E RIM JOIST BLOCKING BETWEEN RAFTERS BRACED WALL PANELS ` z a y m c aE m-o o �w NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & � 8 (M :T Su E a.=a Sill Strapping - FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS RAFTER TO RIDGE STRAP R802.3 IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT NTS (�n/� AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING IN LIEU OF RIDGE STRAPS Z PROVIDE MIN.2X4 COLLAR TIES @ 48" O.C. PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE r^ 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE N.T.S. 6 7 2-1/2" LONG LOCATED IN THE UPPER THIRD _ v,/ 8 � OF THE ATTIC SPACE AND ATTACHED � ^ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4 8D NAILS O n J EACH END � Q ID Q W ALL THRESHOLD CAREFULLY FLASHED&CAULKED TO TREATED WOOD O �..� PREVENT WATER INTRUSION DECKING SECURE TO SIMPSON BSC TOP OF RIM JOIST WITH /COMPOSITE RAILING � vJ CONTINUOUS FLASHING EXTENDED IOD THREADED NAILS OR I I / SYSTEM.VINYL RAILING PAST JOIST HANGER #10 X 3 WOOD SCREWS I I .✓/ TOP AND BOTTOM RAIL AT6"OCC. POST TO HEADER CONNECTOR OUTER THIRD CUT AND COLUMN COVER AND OF SPAN ONLY GALV.DECK HANGER COMPOSITE DECKING COLUMN CAP. MEET RCNYS LENGTH EXTERIOR OR SIMPSON LUS26 @ 2X6 ATTACHED PER I I FOR CODE 4 TREATED POST TO CONCPSONRETE ABU POST 12" Min MANUF.SPECIFICATION TO CONCRETE BRACKET BEARING WALL SIMPSON LUS28 @ 2X8 @ FRONT PORCH DECK SIDE COVER 2"MINIMUM I � o• g SIMPSON LUS28 @ 2X10 X 4 TREATED POSTS 6"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS LAG BOLTED TO JOIST @ REAR DECK - - NOTCH GREATER 2X P.T.LEDGER; MUST BE ONE SIZE OR SIMPSON SD STRUCTURAL 1/4 JOIST 0 AS PER MANUFACTURES CONNECTOR SCREW DEPTH,MAX. CLEAR THAN 50% GREATER THAN DECK JOIST AND SPECIFICATIONS. GRADE "MIN. 116 JOIST p (PERCENT)OF NO GREATER THAN THE DEPTH OF THE RIM JOIST O 1/2"DIA.GALV BOLTS W/ ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - _ _____- ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS I LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR 1/3 JOIST METAL TIE FASTENED ACROSS AND iv= GALV LAG SCREWS PER TABLE R507.2 AND USE WITH THREADED ROD DEPTH,MAX. TO THE PLATE AT EACH OF THE PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) O Z_ MECHANICAL ANCHORS;SIMPSON : USe 1-1/4" Metal CVO Z NOTCH WITH 8-1 0D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH :; see Schedule on DWG-1 WEDGE-ALL WEDGE ANCHOR O ti of la screw shall full extend beyond (3)1OD THREADED NAILS OR • Coil Strap 20 Gage N p g y y (3)#10 X 3"WOOD SCREWS - 12"DIAMETER CONCRETE �� Q the inside face of the band joist. M o sawn o i st and rafter o' 12 Min (5) 8,d common nails r` W 3" R507.6.2 SIMPSON H2.5 AT STEM W/#4 REBAR T— 0 Lit TOP PLATES SIMPSON DTTI Z W/(6)10D X 1-1/2" FOOTINGS MUST n otc h i n q and boring limits. in EACH END at y. J PIPE NAILS @ MIN.OF 4 LOCATIONS BLOCKING EACH JOIST BEAR ON COVERED FRONT PORCH FOOTING: `' �' EACH Stud. W U SPACED EQUALLY. TWO WITHIN 24" OVER BEAM UNDISTURBED 24"x 24"x 12" FOOTING TO VIRGIN SOIL NTS SIMPSON BC 8d @ 6" oc Along -, U) OF EACH END OF DECK: BETWEEN EACH ° POST GIRDER SOIL (MIN 36"BELOW GRADE) MIN THREAD ALLOWABLE LOAD:910LBS. JOIST CONNECTOR Braced Wall Panel FIGURE R602.10.8(1) FIGURE R602.6.1 PENTRATION 318"DIA.LAG SCREW PREDRILLED TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER CONNECTION @ PORCHES & DECKS NTS LEDGER BOARD ATTACHMENT TO BAND JOIST SIMPSON ABU INSTALLED IN ACCORDANCE14 NTS r�y 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 5 �•/ NTS G-185 age 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 FASTENERS at each stud at each stud ( ) TOP PLATES TOP PLATES IN 2 ROWS Strap may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER Strap may be attached OVER U O o0 0 5.5"MIN FOR 2X8 Studs. the plywood OR directly to 6.5"MIN FOR 2X10 the plywood OR directly to 5 W o "MAX STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 Studs. Studs. Q '--, 0 BORED HOLE MAX. DIAMETER 60% @ 0 O N DIAMETER 40% (PERCENT)OF STUD (PERCENT)OF p DEPTH o � •, M _ ° ,r,°. , • 3-16d @ 16" oc Along BLOCK SOLID w STUD DEPTH I 2"MIN " ' c BETWEEN JOISTS MM rs aA oo 5/8"MIN. 5/8"MIN. 5/8"MIN /8"MIN. LAG SCREW OR THRU BOLT �+ Braced Wall Panel - h°� O •' 3/4"MIN — — ° TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD N '� •^ N .� NOTCH MUST NOT I Illl l�IIIII '�a•� iv FIGURE R602.10.8(1) r- Q � r' NOTCH MUST NOT _ O M EXCEED 25% 0 EXCEED 40% 0 1�41j. �'. ' r aI (PERCENT)OF o (PERCENIT)OF 0 STUD DEPTH STUD DEPTH BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD <<�` Q � �„ 0 lrJi IF HOLE IS BETWEENj��( Ei NOT BE LOCATED IN STRAPPING 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) BORED HOLES SHALL THE SAME CROSS 60%(PERCENT)OF SECTION OF THE CUT NOT BE LOCATED IN STUD DEPTH THEN Applies to Garage Wall and , •- , • �. THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IIN STUD 'DISTANCE CAN BE REDUCED TO 4.5" =III=III c;: SECTION OF THE CUT NO MORE THAtJTWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction T=111�� 1-1/4" METAL OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF III ARE DOUBLED STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS. TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN,12"ON STUD OR AT EACH JOIST s FIGURE R602.6(1) FIGURE R602.6(2) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FOUNDATION-SILL-STUD y�� 01�0�d yOQ 16 NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 19 STRAPPING 20 FLOOR FRAMING STRAPPING OF N 1 r BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION WALLS AND BEARING WALLS NON-•BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. A CANTILEVER FLOOR JOIST Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together seeIan w/ MANUFACTURED LIGHT ENCLOSURE Sealant subfloor way for access pATTIC INSULATION Exterior and lay on plywood Battnsul Fill entire Cavity to up and out of the attic hatch - R-value EIING FRAMING Sheathing y Typ Roof Const. Insulation dams thin profile structural.._.__ Tub equal to the Ceiling Baseplate-----_, prevent loose-fill sheathing as draftstop Typical insulation requirement Double Frame Attic x CJ w/ insulation Sealed t � Air Seal insulation from behind tub exterior access opening afadhesive s per drawings floor Gasket falling through Continuous Be wall Typ Fascia t-� (' access of Sealant or Soffit see \ Sealant 1 adhesive Const. Dwgs solid blocking Sealant ealant or V min Rigid`- or rigid insulation Insulation. Aireal stairssealed around Weatherstripping Adhesive Casing II EONTIN ING F BEAD EA SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap 1x2 Stop 1/2 Gyp. Wall RECESSED LIGHTING FIXTURE See Const. Dwgs finish w/ soffit material \,Pull-down with caullk Sealant 1/2" plywood Board DRYWALL CEILING staircase or foam attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING - �"---��_� W EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL c(� DETAIL •1 r , ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS y ` Battic Door Energy Conservation Products _ 25x54 Attic Pull Down Stair Ladder Cover, R-50 Insulation P-5,0AtrrrSta,;rCovrr W Thin profile W Fireplace enclosu structural Eave baffle installed sheathing adjacent to soffit and eave insulated to top (� vents Table 8402.4.1.1-Air barrier and insulation installation. of second floor Sheet Metal Firestop . Baffle shall extend over ceiling line Seal joint with the top of the attic insulation " W TABLE R402.4.1.1 support Non-combustable CONTINUOUS BEAD as per chapter 11 TYP. ROOF CONST. OF SEALANT 8402.2.3 AIR BARRIER AND INSULATION INSTALLATION blocking Sealant ( W 1/4" structural sheathing 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa as enclosure liner sealed SUBFLOOR GLUED,CAULKED OR GASKETED Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a scaling material. Sealant or TO RIM JOIST/RIM CLOSURE OR HERS RATER I W J p g at perimeter and seams. Soffit see � ' requirements in the building envelope. adhesive Pre-Fab Fireplace SEALANT Const. Dwgs i U) ( ) Exterior thermal envelope contains a16 Refer to manufacturers SEA y ~./ continuous air barrier. specs for installation SEALANT O W Breaks or joints in the air barrier shall be �'a; manual SILL PLATE INSTALLED Typ. Exterior wall sealed. OVER GASKER SILL See Const. Dwgs r , Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The eb.:e pica) foundation &framing O V SEALANT V / O See architectural tans i installation density of the insulation shall be at the manufacturers product p , recommendation and said density shall be maintained for all volume of ^ each cavity.Batt type insulation will show no voids or gaps and n V) AIR SEAL DETAIL (a� PREFAP FIREPLACE I maintain an even density for the entire cavity.Batt insulation shall be -- ' installed in the recommended cavi depth. Where an obstruction in NTS cavity p This detail is for weatherstripping and draft sealing, AIR BARRIER AT FOUNDATION TO BAND JOISTS RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction It is not to be used as a guide for fireplace installation. o exists,the batt product will be cut to fit the remaining depth of the Refer to Manufacturer for installation manual. EXTERIO R WALL AIR BARRIER SEALING EXAMPLE o e cavity.Where the batt is cut around obstructions,loose fill insulation °i „6 ° o shall be laced to fill an surface or concealed voids,and at the w o N N o manufacturers'specified density.Where faced batt is used,the ENERGY NOTES o 2 t2 r- o y 0 installation tabs must be stapled to the face of the stud. There shall be LOW DENSITY SPRAY FOAM ` ° a o s = o p 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall - C �., - Q 8 m 0` &1 52 ° no compression to the batt at the edges of the cavity due to inset be sealed b an approved third art HERS Rater using the INSULATION, R VALUE IN r_.,�.-f Q I L r- °Z o ° N ° o 2020 Energy Conservation Construction Code of New York State. Y pp party( ) 9 I t o ° 0 R Y stapling installation tabs. Manual "J" Manual, "S" &"D" submitted at CO. ACCORDANCE WITH € -``1 y 6 ? ° a ,�Y aY o The authority having jurisdiction shall be permitted to determine an Rigid Foam or f l y r 2.`s 8 LCC 3 3 Insulation that upon installation readily conforms to available space energy efficiency program to exceed the energy efficiency required by this code. Wood Blocking HERS REPORT °L ° ° shall be installed filling the entire cavity and within the manufacturers' 9b. 8403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine E o o e ° ° a u air leakage b an approved as backdam TYP. ROOF CONST. ' i ° °' to density recommendation. All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy 9 Y pp oved third party(HERS Rater) using the ..,,d; i s L G N o manual "J" Manual "S" & "D"' submitted at CO. a ° efficiency, NYS mechanical code, 2020 energy conservation consevation code of NYS. Roof underla ment ° ° 6 Z 4 ° `a � ICL Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the y 2 X CJ W/ INSULATION I ° ° E ° ceiling/soffit shall be aligned with the air barrier. . A r n nt certificate Mandato shall be com leted b the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. sealed to drip edg :N An r y U) 2. 8401.3 pema e ((Mandatory) p y AS PER DRAWINGS 22 < ,n ° ° _ ° ° insulation and any gaps in the air barrier and posted on a wall in the space where the furnace is located >,�: ;i. ° = a"a f a,-0 M 0 8 w in OR HERS RATER r , . . r:, ,./� ° ° sealed. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying i I- ° cn ° o I- ° E a. ° Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. Typ Fascia/ Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. Soffit see --�� j wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. g ( 11. (8403.3.5) Building Cavities (Mandatory) SEALANT - shall be sealed. Const. Dwgs 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenums. non-vented ✓ I + rr nn Walls The unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated sections N1102.2 through N1102.2.13 .- r t. :,a;::• f ` V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) tl<-�,'. '�- ` Heated water circulations stems shall be in accordance with Section N1103.5.1.1. ..-_,y ; ' z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 5. Installation -the components of the building thermal envelope shall be installed in Y Typ. Exterior wall I , sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. See Const. Dwgs 21 installed in substantial contact and continuous alignment witlr the air or an a " " " " Automatic controls,temperature sensors and pumps shall be accessible. � approved third party using manual J , S & D . _ ,, barrier. Manual controls shall be readily accessible. W Q 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 Windows, skylights The space between windaw/door jambs through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing The building shall be provided with ventilation that complies with the requirements of WITH SPRAY FOAM INSULATION shall be sealed. Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system Q test results shall be signed by the party conducting the test. is not operating. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain Refer to lt 1 shall a for testing requirements. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy cantilevered floors) framing cavity insulation shall be permitted to be in contact with the 7, R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements _2 topside of sheathing or continuous insulation installed on the combustion air. Factory built fireplaces shall be listed and labeled of Table N 1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC underside of floor framing and extend from the bottom to the top of all according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be APPROVED WINDOW perimeter floor framing members. powered by an electronically commutated motor. OPENING LIMITING - DEVICE Crawls ace walls Exposed earth in unvented crawls aces Where provided instead of floor insulation, insulation shall be 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be p p p p provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) shall be covered with a Class I,black permanently attached to the crawlspace walls. Heating and cooling equipment shall be sized in accordance with W the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g gIl'- shall retarder��ith overlapping joints shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA o p taped. Manual J or other approved heating and cooling calculation methodologies. _ _ _ _ _ _ _ _ _ _ _ _ _ N Z Shafts,penetrations Duct shafts,utility penetrations and flue 9. 8403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency - - - - - N (A rating equal to or greater than the minimum required b federal law for the 1 WINDOW 0 Q shafts opening to exterior or of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. g q g q Y r: W unconditioned space shall be sealed. Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Ilj p 9 9 P Y pP 24° � cn art using the Manual "J", Manual "S"& "D" submitted at CO. (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW J Q party 9 FALL PREVENTION 15. N1104.1 (8404.1) Lighting equipment(Mandatory) PASS THROUGH W U Not less than 90 percent of the permanentlyInstalled lighting fixtures shall DEVICE CONFORM To � � � g g FINISHED FLOOR HEIGHT ASTM F 2090 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to contain only high-efficacy lamps. HEIGHT ABOVE FINISHED FLOOR the correct density without any voids or gaps or 8312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. ROOF JL 4"VTR JL 4„VTR BE A MINIMUM OF 24"ABOVE THE FINISHED VENTS: FLOOR AND GREATER THAN Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES ABOVE THE FINISHED BELOW ON THE conditioned spaces. 2„ 2„ P3103.1 ROOF EXTENSION EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE t�} OPEN VENT PIPES SHALL COMPLY AS FOLLOWS: 41/ Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal EXTEND MINIMUM 6"ABOVE M� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. THE ROOF OR 6"ABOVE THE 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW 311 ANTICIPATED SNOW ACCUMULATION. A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 1 1/2" 1 1/2" 1 1/2" 1 1/ " 1 1/2' 1 1/2 P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W N gaps or compression where cut to fit.Insulation that on 2++ 2 3" OUT-SIDE DESIGN TEMP IS 0 DEG F PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO i installation readily conforms to available space shall OR LESS,VENT EXTENSION THROUGH FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. 2 ND FL. 1117 A ROOF OR WALL SHALL NOT BE LESS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW rr ll A-a Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be THAN 3"IN DIAMETER. ANY INCREASE OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS 8310.2.1 QV 2" 3" 3" 2" IN SIZE OF THE VENT SHALL BE MADE exterior wall showers and tubs shall separate them from the showers and insulated. NOT LESS THE 1 FOOT INSIDE THE U _4 tubs. 3" 2+� THERMAL ENVELOPE OF THE BUILDING. N 1101.14 (R401.3) Certificate (Mandatory) H --� ct w tnQ4) Electrical/phone The air barrier shall be installed behind electrical or 2 2 >~ > cru A permanent certificate shall be completed b the builder or other approved party p �' � box on exterior wall communication boxes or air sealed boxes shall be installed. 3" p p y pp oved art and posted on a wall -a �! o in the space where the furnace is located a utility room or an approved location inside the building. U o HVAC register HVAC register boots that penetrate building thermal 2" 1 1/2" 3' 1 1/2' 1 1/2" 1 1/2" 1 1/2" 1 1l2° Where located on an electrical panel, the shall not cover or obstruct the visibility of the circuit � `� boots envelope shall be sealed to the subfloor or drywall. WASHER DW p y ® ,. 4 2" 2" directory label, service disconnect label or other required labels. The certificate shall indicate the o rn cz Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed in a manner that is recommended by the 1 ST FL. such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; manufacturer.Caulking or other adhesive sealants s1ua11 not 3" 2° U-factors of fenestration and the solar heat gain coefficient SHGC of fenestration, and the results F C be used to fill voids between fire sprinkler cover plates and ++ „ ( ) walls or ceilings. 4 FAI 3" 3„ 3 3++ 3" from any required duct system and building envelope air leakage testing performed on the building. k. Where there is more than one value for each component, the certificate shall indicate the value/ " � IC = insulation contact. co co P a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. 4 covering the largest area. The certificate shall indicate the types and efficiencies of heating, ILI p g P cooling and service water heating equipment. Where a gas-fired unvented room heater, CONNECT TO ANEW 4 C.I.H.T. electric furnace, or baseboard electric heater is installed in the residence, the certificate shall i SUFFOLK COUNTY DEPT. indicate "gas-fired unvented room heater,11 "electric furnace11 "baseboard baseboard electric heater," OF HEALTH APPROVED PLUMBING RISER DIAGRAM as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, SANITARY SYSTEM NOT TO SCALE electric furnaces and electric baseboard heaters. ' PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE GUARDS R312.1 INSTALLED IN ACCORDANCE WITH PART VII-PLUMBING GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF ELECTRICAL NOTE: OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, ALL ELECTRICAL EQUIPMENT RAMPS AND LANDINGS, THAT ARE LOCATED MORE 3-Corner studs ` AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH PART VIII-ELECTIRCAL THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR connected to 3-2X POF THE NYS ERMANENTLY CODE. INSTALLEDMINIMU TOF 75%PF OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES transfer shear 6 Framing members MUST HAVE HIGH-EFFICACY LAMPS. HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. load e INSECT SCREENING SHALL NOT BE MECHANICAL NOTE: CONSIDERED AS A GUARD. 2-16d Nails TYP. HDU2 HOLDOWN THE MECHANICAL SYSTEMS SHALL 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws BE INSTALLED INACCORDANCERC F NYS.WITH HANDRAILS R311.7.8 PART V&VI OF THE RC OF NYS. ALL MECHANICAL SIZING PER ACCA MANUAL"S"BASED ON LOADS Simpson 5/8" threaded rod CALCULATED PER ACCA MANUAL"J" HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE ._�coupler-nut and SSTB anchor DUCT COMPLIANCE WITH MANUAL"D" SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. bolt thru-box and inbed R303.4 MECHANICAL VENTILATION. DWELLING UNIT SHALL BE PROVIDED Into concrete foundation. WITH WHOLE HOUSE MECHANICAL and framing VENTILATION IN ACCORDANCE WITH W SECTION M1507.3 I _ Preservative-treated U barrier required for connectors in contact with treated wood 59'-011 W Uj 0 SIMPSON HDU CORNER 2 x 6 DECK JOISTS @ 16"oc 2-2 x 6 RT GIRDER HOEDOWN 0) BOX FRAMINGNTS (� yp DeckW ," NTS ,-- - - _ - - Footing CD I I ry W .� -----------------_------------------........_--- -------- iI I TYP.DECK LEDGER SEE DET. ON DWG 2 •______________ ____________________ I .-___ _.__..___...._. __ ____ ____ _________________-__ _____ _________ W -J 1 1 1 1 -• ' SIMPSON HDU2 _� i � O 1 1 AL HOLDOWN ' ' LO O W 1 1 UNFIN. BASEMENT s"x 16" PC ALLOWABLE O' ~ i I .4" CAST-IN-PLACE CONCRETE LOAD:3000 LBS ' ' = PIER- (n SLAB INSTALLED IN V w ; J , ACCORDANCE WITH CODE O EQUALLY w p , , J SECTION R506 ; ; ■/\��/� 1/ (A 1 1 J I 1 1 (p �/ V TYPICAL INT.FOOTING/COL iii m w (�,� ry ,� 0 30"x 30"PLACE ICK Cn T 0 Z Z� �^ CODE COMPLIANCE STATEMENTS: t z CAST-IN-PLACE CONCRETE cn o w Z = 1 1 v J v ' T FOOTING&4"DIA STEEL O LUL Z w w ' ' 0. (? I r °UJ Z r001 ' ' MAINTAIN REQUIRED SEPARATION COLUMN L O❑(n DISTANCE FROM ALL HEAT The windows selected for this project shall meet v , ° 57_$11 o o o m= urnace i PRODUCING EQUIPMENT TO CO C the egress requirements of R310. 1 1 COMBUSTIBLE MATERIAL AS PER _ E.9 2. All windows shall meet Section R308 Glazing and ; ; _' w p O0 F ; ; MANUFACTURER'S SPECIFICATIONS o 0 o E 14'-31/2" $-8 $-8 00 U m 11 1 11 1 AND LATEST MECHANICAL CODE. . 1 100 8-8 8-8 8-8/2 m o ` R308.4 Hazardous locations. ti _ w t s� N o 3. Windows were required shall meet the Window Fall Z Q T Mechanical Systems o 2 - o T ^ 1 1 j 5-1/2" x 14" LVL i c' (`�w w ; THE MECHANICAL-HVAC SYSTEMS a o ani ii o o ami protection requirement R312.2. 1 1 0 � °¢o - „ „w �-._s o LADDER&STEPS R310.2.3.1 ---------------- -------------------- 1 , __ ' ' ' SHALL BE DESIGNED AND INSTALLED •� _.o c c m _ --------------------- J 1 1 m m c o - 4. at room windows shall meet the hazardous . -�--------------- -- (V 1 1 IN ACCORDANCE WITH PART-V o.9 ° Y WINDOW WELLS WITH AVERTICAL , , o a 1 1 Beam Pocket t ' ' MECHANICAL c a" glazing requirements as per R308.4 \ DEPTH GREATER THAN 44 INCHES Yp) -� ; L o o >a-@ a o 5. Stairs, landings, railings & guards shall comply - ti SHALL BE EQUIPPED WITH PERMANENTLY steel shims as req'd rn 3 r rn.7 z'30 3 c:... c c o 3 (, m with R311 & R312 - oo AFFIXED LADDER OR STEPS USABLE 1 0 o g o c 'CD m E�w M WITH THE WINDOW IN THE FULL OPEN 1 1 POSTABOVE ' ' c a - a�' `�w _ n n 1 1 � N � � 6. Outside lighting shall comply with RE 3803.3 M POSITION. RUNGS SHALL HAVE AN ___ _ \ ___ __ , BLOCK SOLID ___ ___ (3) 1-3/4" 1.7/8 LVL _ 1 1 m � � c L m U' o f INSIDE WIDTH OF AT LEAST 12 INCHES i i - -i N i NP• i \ ; a� co L `o to C o 0 7. Stairway illumination shall comply with R303.67 SHALLPROJECTATLEAST3INCHES ; ; , __1-_- --_--____-_I___ ___L_______ _-___J___ _ -L_____________________ ___1__-_______________I_-_ __1_______- 1°___-____ ' o _ c 1 1 U ' ® ' ----------- 6 ---------' ' ' -i 1 t•iJ' :c= E 2 c o a and R303.8 FROM THE WALL AND SHALL BE SPACED 1 _____ _________ ________-_-_ _________r , 2 n v ca � v� NOT MORE THAN IB INCHES ON CENTER , r -----r-------- -- -- - -------t-- - ------- -------- - - ------ 1 1 `m 2''E Q ti c m c m o 8. Fireblocking shall comply with R302.11 thru R302.11.2 VERTICALLY FOR THE FULL HEIGHT OF ' ' <D :___1_ ' ' °' 0 E f0 °' C0 " �_______� ♦♦ J ._______. ._______• 1 1 L p m m C 1tC C O C 9. Draftstopping shall conform to R302.12 thru R302.12.1 THE WINDOW WELL. ; ; w ' 2X4 FRAME AROUND _N , , too.=m�=.e e .............. (n w STAIRCASE FROM FLOOR , 1 i \ 10. Flame spread and smoke-developed index for walls , ; CifEn 0 Z o Z75 1 TO CEILING. TREATED SHOE ' ' I \ ' and ceilings shall compy with R302.9 thru R302.9.4 o w w w PLATE AND GYP.WALL BD 1 ......�__ . 1 = - ,J_z INSIDE FACE OF WALL MIN. 11. Flame spread and smoke-developed index for _ ; o LL°w z I ATTACH RAILINGS.HANDRAILS [_ ' i ,n n n.-m insulation shall compy with R302.10 thru R302.10.5 w O °W< x I ' """""'-' ""'-' ' 1 1 C7 O 1 1 , >_ Z 0¢w , 34"-38"ABOVE NOSING. 1 1 _ 1 1 °S - ¢m= -� penes eco• 1 - 1 11. Recessed lighting fixtures rated for M LL o w V_ m>~6 LL I R302.7 UNDER-STAIR PROTECTION "" ________ _�_ """"""" """-"'' ' cfl membrane penetration shall meet ASTM E119 Z J LL UJ=m o o J \ ENCLOSED SPACE UNDER STAIRS THAT I 1 pO °(�¢ (p IS ACCESSED BY A DOOR OR ACCESS , ......... ; = ........................... ............ ; and Fire Stopping as per ASTM E814 or UL 1479 ' �V X a-cD z w PANEL SHALL HAVE WALLS,UNDER-STAIR - oO1 1 co 12. Exterior Decks shall comply with R507. WINDOW WELL R310.2.3 ; ; U of ; ; w z¢ I SURFACE AND ANY SOFFITS PROTECTED r~' --------- C) 0o ch SIMPSON HDU2 N w w x' ON THE ENCLOSED SIDE WITH , .- I HORIZONTAL AREA SHALL BE v , - _ _ , ; , „ 11 ' ' x ' HOLDOWN O LL v¢o �*I 112-INCH GYPSUM BOARD. rb x , --- --- 1 3-3 4'-711 13-5 ; ; MIN 9'-0"SQ FTWITH A 1 .....o.._ , ALLOWABLE M HORIZONTAL DIMENSION ; LOAD:000 LBSCV ^, M CD OF MIN 3'-0"TO ALLOW FOR 1 1 - " (2)ANCHOR BOLTS _ ' EMERGENCY ESCAPE AND ''' ''''''''" ; IN EACH CS-PORTAL ^ , °O RESCUE. COVER PLACED ~ FRAME WALL ABOVE OVER OPENING PER R310.4 41-011 ; ; SECTION-SEE up UNEXCAVATED DETAIL 3 ON PG'2 POST ABOVE , 4 poured concrete slab 1 1 Q �t ; ; BLOCK SOLID I O with 6x6 10/10 WWM ' ................ ----------------------- - ----- -------------------------��---• 1 1 1 1 W on compacted ~ • ................................. .......... - ----- ------ ............. --- CO granular fill. Pitch slab N O I' TYP.DECK LEDGER Zo I ; ; 1/4"/ft to garage doors. ; N SEE DET ON DWG 2 _ __._ 1 1 , - Q R302.13; FIRE PROTECTION OF FLOORS: DECK LATERAL HOLDOWNS U N 1 1 1 1 ti W ONE WITHIN 24"OF EACH END ' ' ' `- _ W EXCEPTION: #3. U o-0 - - - ----- --0 0 r } cA J AND TWO SPACED EQUALLY - c0 - - (2)ANCHOR BOLTS ' ' ' J > Q W r- TYP.DECK LEDGER ALONG DECK-REFER TO i ' N EACH CS-PORTAL N i i W U SEE DET. ON DWG 2 1 1 DETAILS ON DWG-2 FRAME WALL ABOVE 1. THE AGGREGATE AREA OF THE ~ I I- SECTION-SEE UNPROTECTED PORTIONS DOES NOT I N 2-2x8 treated deck girder DETAIL 3 ON PG 2 21'-3" EXCEED 80 SID FT PER STORY , 2. FIREBLOCKING IN ACCORDANCE WITH - - - - - -�' - - -' -•" -' - - - - - ' M'-"I SECTION R302.11.1 IS INSTALLED ALONG -- ------- THE ----THE PERIMETER OF THE UNPROTECTED 21'-9" PORTION TO SEPARATE THE UNPROTECTED _ PORTION FROM THE REMAINDER drop top of concrete ; OF THE FLOOR ASSEMBLY. co as required for garage r doors"" oors � TYPICALANCHOR BOLT - R403.1.6 MAXIMUM SPACING: 1/2" 72" O.C. . ... .----------------------------------------------------------- (2)ANCHOR BOLTS j O EMBEDMENT OF 7" WITH NUT & WASHER. IN EACH CS-PORTAL w FRAME WALL ABOVE 2)ANCHOR BOLTS 2 BOLTS PER PLATE AND HOLD AT LEAST SECTION-SEE IN EACH CS-PORTAL �; Ct DETAIL 3 ON PG 2 21_211 $'_�" 2'_311 8'-0" 21-211 SECTION-SEE ONE BOLT - 12" MAX AND 3-1/2" MIN OFFFRAME WALL ABOVE M ENDS OF PLATES. DETAIL 3 ON PG 20 27'-111/2" 8'-51/2' 22'-7" �.,„/� °O .� TYPICAL FOUNDATION 59'-0" ® w x IN ACCORDANCE WITH CHAPTER 4ct TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL WITH O HORIZONTAL REBAR PER TABLE R404.1.2(1) OR SEE DWG-1 NOTE #6. 1, 11 FOUNDATION PLAN= O Smoke Detector_. ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, Carbon Monoxide Detector 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE - �� � SCALE: 1 /4" - 1 -O co Refer to DWG-1 General Notes SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND In accordance with Section 915 of the TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP 5 PROVIDE FIRE BLOCKING IN B 2020 IFC R314, R315 of the Residential ACCORDANCE WITH R302.11 �3 , FOOTINGS 1V TO 2H . 5 de of NYS OF THE NYS RESIDENTAIL CODE. co N '10�� GUARD RAIL NOTE: STAIR HANDRAIL NOTE: Pre-Fab/ Factory Built Fireplaces R312.2 WINDOW FALL PROTECTION NOTE: Porches, balconies or raised floor In accordance with chapter WINDOWS, EXTERIOR FRENCH & SLIDING DRS surfaces located more than 30 inches Provide Handrail on at least one side 10, factory-built fireplace inserts shall TOP OF THE WINDOW SILL SHALL above the floor or grade below shall of each continuous run of treads or flight BE A MINIMUM OF 24"ABOVE THE FINISHED Plans indicates ANDERSEN series 200 have a railingnot less than 36 inches with FOUR OR MORE RISERS. be UL listed and labeled and shall be Model Numbers and shall be In accordance with R609 FLOOR AND GREATER THAN 72"ABOVE THE in height. Railings shall have Top rails and Handrail Height measured above installed in accordance with the FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers Balusters and Bottom rails that are stair tread nosing, shall not be less than conditions of the listing. Factory-Built BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed . NO MORE THAN 4 INCHES APART. 34 inches and not more than 38 inches. fireplaces shall be tested in accordance BUILDING. SHALL COMPLY AS FOLLOWS: and Table 301.2(2), 301.2(3) EXCEPT: the traingular openings formed All Handrails shall be continuous the full with UL 127. Hearths shall be installed in by the riser, tread and bottom rail of the length of the stair from a point directly R312.2.2 WINDOW OPENING CONTROL DEVICES: Provide HP LOW-E4 glass; U = .30, SHGC = .29 Guard rail at the open side of a stairway above the to riser of a flight to a point accordance with the listing of the EGRESS: p y p g p Fireplace & in accordance with NYS code WINDOW OPENING CONTROL DEVICE SHALL are premitted to be of such a size that a directly above the lowest riser of the flight, p COMPLY WITH ASTM F 2000.THE OPENING Shall meet R-310 ( MIN 3049 -ANDERSEN 244 SERIES) 6 inch sphere cannot pass through. Handrails adjacent to a wall shall have a for Hearths & Hearth extension. DEVICE AFTER OPERATION TO RELEASE THE space of not be less than 1-1/2 inches All Fireplace shall be equipped with an DEVICE SHALLALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312.2 Open sides of stairs with a total rise of between the wall and the handrail. exterior air supply. Exterior air ducts FULLY OPEN TO MEET THE CLEAR OPENING more than 30 inches above the floor or see code for exceptions. AS REQUIRE TO MEET EGRESS R310.2.1 grade below shall have guards not less shall be UL listed. Factory Built Chimneys than 34 inches in height measured shall be in accordance with chapter vertically from the nosing of the treads. 10 Section R1005 Factory Built Chimneys. W U 44'-2" Z W LlJ 41'-3'/Z' 2'-10'/2" 01 Q 59'-0" 7'-5" 9'-9" 11'-11" 8'-41/2" 3'-10" W ------------------------- -- ----- --- --- _ Wood deck with W 36" high wood rail - -'----- '--- --------- ^^ Framer to verify centerline of window and steps to grade 0 over sink with kitchen layout plan (closed risers) TEMIb GL provided by Owner or builder. W L.J._ —� 244DH3049 - 2 244DH2836 244DH3049 - 2 244DH2O36 W O - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 244DH3030 244DH3050 244DH3050 `r' p W N 11 2-2x1 13'-11" oN 12'-0" (3) 1-3/4"x 9-1/4" LVL II ^^ 2-2x10 2-2x8 2-2x10 an 2-2x10 2-2x10 v 7'-6" � v v l O tL U 51/" v CD - 51 „ v Zo - d 31/" 5'li' 2 0 � o IJ fan 1 , U - o KITCHEN -31/211 0 ° ' VJ o co BEDROOM #3 LO I M WALK-IN o FAMILY II `t ® � Zv H U) °O U) LLJI il= CLOSET 9'-0"CLG HT r ROOM fan r U) cy) LO IY-O"CLG HT oO 2_1 °o cW U) 04 N W CV ~ (7 ° '0 bt O UL LISTED GAS a°i o E y W r ZE Q Z Q Bedroom #2 Q Z Q ; cNv�n. O PRE-FAB FIREPLACE I m °c' L m 2 `o - O _ -� S O tY J_ J ° MASTER ' C �' GLASS DOORS& I l 0 0 w '� E c m y 0 0 LL U' ,� O ' O E - O O HEARTH EXTENSION �O _ v c c Z J X U V X U U N O AS PER RESIDENTAIL 11 0 0 c v Z m - co W �n co W BATH \ oc15 � ii O co _ 00 LL •� a�co � oo '� � `o _ N �t N �t CODE-CHAPTER 10 `� O7 c co W X X O X CX _ u- VENT TO EXTERIOR = 'I U 51-011N 2x10 Ridge N c� ` � a� NY CV d - - - - - — - --- - - - - — - - - — - — - — - — - — - °� N I m.�n E c o m i?n o c 3 X 1 , L of rn.o 3 s c cZ,3 0 X N - O ' -J ' asci, oc.0mn s N I z'_6" N N r0 J11w cN �a� 21wC4— ym '3o°X2r io� 8„ 2,_4„ to 2'-8" 16'-6"1 I OS r 'I m a o o o o o 2'-4„ _ N a mss•= gym L� No� `oE ;miriytfic I I o ~ X ¢ N ;2CC'irSS �- -N \ l��ei—� I 3'/2" 0 V I Q C14e C� M I I Q `•y N Co ° E 0 c U n +�� O ' 00 o p l I c' D <V N " O = � 'I F- w m a H m E 2.5 o a Cn E-E 010 (0 U °� ` X _ I Unfinished 2nd Floor I ACV ,t ih 12 LVL Z v II L ° _ _ c M tV \ 00 N I WSIINSUL N �co Stora e Onl N POST 2 1-3/4"x 9-1/4" LVL POST �, POST 2-2X10 CV g y 0 LVL ( ) LVL FLUSH LVL _ _ _ _ I. ch N 5'-0" ' $" ' O L N I l M - - o _DOWN - _� n aU C:) = S - — - — - --- — _ __2,_6„__ ° ° 3,-0„ - - ED L) M Guardrail _ _ __ I I O 4'-0" 7'-0" 2'-0" --- 0° 0 0° �� N o @ oo I U U I 2x10 Ridge IN MASTER o DOWN y4- C° o = m - ---- - _ fano o - - --- --- x X L— - — - — - — - — - I It BEDROOM co Il --_------ o CO Off/ I 'M N N N Y-0"CLG HT r I ------ to ® N N -- -- OPEN (/) ,�� ' o c _ in D o It Cn ----- 3, „ 4'_7" N 7'-0„ En W I r- CU II TO o W O — ry �� X = _ _ POST -) F- N _N ? CD T_ (n LL , ABOVE -- - �" __3'-O"_ in W , P \ ^ � F (� _ / (2)1-3/4"x 9-i/ ' -- M I 0 J I ---- - Ln - v Z r POST -.......... Z,T6" D_' O Il - -- _ TYP ----------- I M 0 DINING o ---------- ED -: ------ --- CO O / BEDROOM Open to -______ I 0 X (I -- - - 3' 1/2" 4'-7" 13'-7'/z' � SIMPSON HDU2 J ROOM �. N p x below _________ I W OLDOWN Y-0"CLG HT " 'I -------- VENT CLOTHES DRYER 5'/2" \ ALLOWABLE N IN ACCORDANCE WITH X N � ci --- -- INSULATED SOLID COR D N 2 x 8 Rafters 16" OC -- I N ' ` Q LOAD:3000 LBS I __ _ STEEL DOOR,OR CHAPTER 15-CLOTHES W o 'I 20-MINUTE FIRE RATED DOOR. DYERS EXHAUST. 1- / 2X8 C I �JstS 6"OC _ ___ ___ I Off' 00 N N I ------ EACH WEATHER STRIPPED O 2x4 C.T. 48' C �O/ O \.'� X = ,_ , „ _� ,_ „ UP _ W/SELF CLOSING DEVICE. o Z I ��-, a� I � a-j N p 144/2 130 8 0 N Q 131-01' N '\ N ,n ( ) ,X 3 I/z'j 3h 3 N ,2x12 CEILING JOISTS aC� 16" o.c. r U J 2-2x8 ( (2) 1-3/4 x 9-1/2 LVL 2 1-3/4 x 9-1/2 LVL - - - 1 Provide Bridging N > > Q — — — — — — — — — — L -,— — — — I Unfini 4hed 2nd Floor \, 244DH3050 -3 2-2x12' 11 .S Maximat 1 m center GARAGE 244DH3049 - 2 2-2X8 ' I Stora e Onl I N u DWELLING GARAGE N CV I y SEPARATION IN vt POT ACCORDANCE WITH E R302.6 L — — 1 — — J , LVL SEE TABLDWG 1 FOR TABLE 244FX5050 INSULATE WALLS 2 x 8 Rafters 16" oC l ti COMMON WITH LIVING 2x4 C.T. ' @ 48" oc l N AREA - .---------------------- •----------------- --- ML I I I , ' I permacast ------ H columns --------- ' cl 21'-8" U � W a� I I 2-2x12 2-2x12 Q Z 6'-11'/z' _ - - - - - - - - - - - - - - - 7'-73/411 13'-9'/" 6'-6'/z' 8'o X 7'-0" 8 0 X 71-0" �U M o0 0 244DH3040 27'-11'/z" 8'-5'/2" 2'-2" 8'-0" 2'-3" 8'-0" 2'-2" �..I 'x N U ct 13'-31/2" 8'-9" 22'-1'/2" 36'-5" 714 22'-7" 59'_0" O 441-211 9'-1" PLATE HEIGHT 2ND FLOOR PLAN O A 1ST FLOOR PLAN B y ' J kf4 , � A g S Smoke Detector 8 window and door to 5 SCALE: 1/4" = 1'-0" 5 Carbon Monoxide Detector headers: 2-2x10 minimum SCALE: 1/4" = 1'-0" 8 co Refer to DWG-1 General Notes unless noted AREA SCHEDULE In accordance with Section 915 of the FIRE BLOCKING SHALL BE INSTALLED NAME AREA NAME AREA IN ACCORDANCE WITH R302.11 2020 IFC, R314, R315 of the Residential THRU R302.11.2 AND DRAFTSTOPPING First Floor Area 1755 sq ft. FIRST FLOOR AREA 853.0 sq ft. HQ`s code of NYS PER R302.12 THRU R302,12.1 q rgo�o garage Area 484 sq sf OF NE�y,. CONT. RIDGE VENT CONT. RIDGE VENT 12 ASPHALT SHINGLES 12 9 9 D ASPHALT SHINGLES GUTTERS & LEADERS AS REQUIRED CONT. RIDGE VENT CONT. RIDGE VENT TYPICAL Top of Plate W U FIE] ® 12 z � 12 -� W W — - a D To Subfloor — To f Plate W ® / UJ j E H _ 0® U) Q O OWE 0— j OUB Top Subfloor U) To f Foundatich LM E0 Tr!=777=7,777-717777717, 1 I I I I I I I t I I I I o o 2 o Q a, 0 I I I I I I I I I I I I I w = E f0 ` yo. t f; REAR ELEVATION ci° � a ° N°= HLEFT ELEVATION LJ - �APE EMERGENCYESSCALE: 1 /4" = 1 _0•• AND RESCUE 1 /4 � — -0�� aY� Y`o L I I ai s N 3 ('7 WE WINDOW WITH ALL a w ° a s 3 c,0 a, �I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �I — — — — I� To Footing 1 — — — — — — — — — — — — — — — — — — — —It= L =� s� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a 0C9 —� _ = 1- r=- —I I— — F- off v s= E Ln m Z3o L C ti E (0 m"O 0 U w F U to (9 H N E °_= O d ALIGN CONT. RIDGE VENT RIDGES CONT. RIDGE VENT 12 12 ASPHALT SHINGLES 10 10 ASPHALT SHINGLES 12 � 9 CONT. RIDGE VENT o w CONT. RIDGE VENT 12 �- To f_Plate N z - - - - 9 — 12 N 12 0 12 \ 10 10 1 I D 1w 9c/)o c/) II CO °° 001 1 ITM IIIII FSI - _ __Tbp qf Subfloor To Plate LLU ® � D 0 o __Tb4f Subfloor o - - - - - 7 To f Foundation x o MEI � � RIGHT ELEVATION I ; ; co I I I I I I I I I I I FRONT ELEVATION I SCALE: 1 /4" —— I '-Owl I I I I I I I I I I I �� = V-011 SCALE: 1 /4" - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I To ( Footing - - — - - 1- - - — - - - — - - - - - - j L — — — — — J L — — — L - - - - L- — — — — — — — — — — — — — — — — — — ,. — rr BRACING METHOD BRACED WALL PANEL CS-WSP CONTINUOUS SHEATHING _•.-- ^;.;n, I WOOD STRUCTURAL PANEL "l �'.6J ' -"' DETAIL It 1 ON DWG-2 PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-13 1-C 1-D 2-1 2-2 2-3 2-A 2-B CS-P F CONTINUOUS SHEATHING TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP GW CS-WSP CS-WSP CS-WSP CS-WSP ® PORTAL FRAME DETAIL#3,DWG-2 BRACE WALL LINE SPACING(FT) 26.75 24.5 26.75 13.66 35.83 36.5 35.83 15.1 33.33 13 33.3 26.75 26.75 3_ TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 16" 27" 27" 27" 27" 48" 24" 24" 24" 24"' GB GYPSUM BOARD f HORIOH00 ON3 TABLE R602,10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11.7 11.8 11.7 3.4 15.3 8.3 15.3 3.77 14.6 3.5 7.6 6.3 6.3 S HORIOH00 OH3 BRACED WALL NOTES: TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 2. ROOF EAVE TO RIDGE HEIGHT .97 .97 .97 .97 1.22 1 .97 1 .94 .94 .94 •94 .94 SECTIONS OF WALL WITH NO VERTICAL 4,, - OR HORIZONTAL OFFSETS. 3. WALL HEIGHT .95 .95 ,95 1 1 1 .95 .95 .9 .9 •9 .9 9 -_- HORIOHOO OH3 ; E HORIOHOO 0413 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 2TH3h13F11U035i -y'� = == �' 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH r'7iw bsr116qr1z 24rr I'sr bw)s,d int 1AC:Isnaq mutsSl+ !� �' 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 t t ' z .l!li'uY'u,ta boon i 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 5. ADDITIONAL HOLDOWNS W v t r+;h u!z z�nd ' s b•,�S.i int 'S?; 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE I+;r^f,ai3!r,ntci,fz SHALL BE OFFSET NOT MORE THAN 4 FEET. 6. GYPSUM BOARD OMITTED U I 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL r'.'i:•r'„cr,11�•>i4 zPtr1 1':,v!,7Js:,.,1"AS :O eonaixi0! THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 7• GYPSUM BOARD FASTENING uivr h i f/rxrz z ml°!L' b,r)w_i tut 'Sr; 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE n i I 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL RESULT REQUIRED BRACED WALL LENGTH (FT) 15.6 15.76 15.6 4.8 27 12 20.4 5.2 16.3 3.8 8.4 5.3 5.3 mJ to np;,�n,L'o!Irci�fvrt -.,^r.ryrn•,::I ow;nwob-b1oH I c'HORIOHOO OH3 ISN,r.:+n,:n 4iif nl feszuh lnfii,q 11r:.r berx;,it :9o1Vsb t PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE Imo. nt ,.',:::;n ::r.:.:,rn.;ot„ t(it R602.10.2.2 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 5.25 6.5 > N2A.P=dlt,,"m M=4o01 t onm P.2I=�tor,i t d2 Vol r.o�.SoaA 331U011 PER PLAN BRACING LENGTH PROVIDED (FT) 23.3 17 18.16 6.5 46 16.58 28.6 24.5 23.6 10.7 16 19 10.9 e3HIJ JJAW 033AFIa 3103 2HOITIaH03 0143 OHIHTA3HO eUOUHITHOO HTIW COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y W a.Linear interpolation shall be permitted c b.The total adjustment factor is the product of all applicable adjustment factors. U I Q I c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines Q Q provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. J J J I � 4'-0" 1 0° 15'-1'/Z' co 1 35'-10'/2' 00 1 4'-0" w I N N U) O J � I 4'-0" m 33'-3'/" co 4"_011 1 31 A„ 4-0" 4t-011 �F1 O W T_ ' 4'-0" � n J I- , 1 1 I 5'-5'/s" 7'-7%" 2'-10" O U Z) , 01 1 , 1 CS-WSPCS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I c� r- to a a 1 a U) �: o y c I 00 I I I U U , , U) it .2 E m BWL 1-1 It U BWL 1-1 BWL 2- n (D21 A - - - - - my` y 92 N = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cc UO D w O = m U C C C D O U N V' O (0 \ I SU8Mm C cD O co ( ` O. .O D y 0 U Y C1 U) I 10 G U Y m O N Y U' cc) y 2 c o m-0 mD-`D c � 3 d 1 U a�rn° 3 Lcc3O m 1 ' 6-0amici mwA � f r ��ow_ Q. ' D a my m e a� nyi•c c m L d= C = y 1 0 0 r U 0 C O D 1 `•cp c - E D a Co �N � c QmCa) 0 ' I 00 ' I I o 0U) tam my co v =maHm U nEn.Sow n I � , 1 I 1 I I _ I ' - I I L? M , N - I CP N I - - - - N ' , � I 1 t - ' - W I 1 \ a - 11 bo --- - --- U o 1 `r; .......... I 1 I C -------- N z I m O SIMPSON HDU2 1 d N C) cn � HOEDOWN 1 - 3'-5Yz" 13'-71/" I -1 I --------- W W ' ALLOWABLE _ � I �. j Q ILOAD:3000 LBS I - - - - - - - - - - - - - - - - - - - �- - - - - - - - BWL1-2 a , I -_--_--- ', W U 00 I -- - \ -7) W U) - U) _ N , I U ti BWL 1-3 1 1 GB METHOD I BWL 2-B - - - - L - - - - - - - - - - - - � - o - - - - - - - - - - - -I- - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - TABLER602.10.4 - - - - - - - - - - - - - - - - - - - - - - �j 1 I 7"O.C.AT PANEL EDGES I� Q INCLUDING TOP AND I o BOTTOM PLATES,7"IN FIELD d CS-WSP CS-WSP CS-WSP CS-WSP ALL HORIZONTAL JOINTS ' BLOCKED AND `v CS-WSP END OF ' FRAMING CONNECTIONS I BRACE WALL AS PER DETAIL 2 ON DWG 2 1 W CS-PF CS-PF I C -WSP I CS-WSP I CONTINUOUSLY SHEATHED 1 ' PORTAL FRAME.SEE DET 3 ' N I ON DWG-2 AND FIGURE R602.10.6.4 I 4'-0" ' 31-41/" 01 I r 1 I 1 1 1 1 i-+ U I Z 1'-101/ 1'-10 " 1/" Q r o 3'-2'/2" I 3'-0" 3'-33/" 3'-63/" 1'-11'/2' 5'-011 1'-6" 1 1 ( I z z H� ct 00 1 Q- 1 I I 1 1 1 , v rti� Q •-y i CONTINUOUSLY SHEATHED i i CONTINUOUSLY SHEATHEDi - I U RTA P L FRAME.SEE DET 3 PORTAL FRAME.SEE DETI3 N cv 01 - U _.I 1 P ON DWG-2 AND 1 1 ON DWG-2 AND 1 d 1 J M C3 FIGURE R602.10.6.4-�P- FIGURE R602.10.6.4 , I m im IVA &C / 1ST FLOOR WALL BRACING PLAN 13'-0'/2' 5'-011 � p U ti • CS-PF CS-PF 1 CS-PF O� J �/ SCALE: 1/4" = 1'-0" 11 I „ „ „ I „ I cz r� F 2'-28-0 2'-38-0 2-2 1 ate O L 4'-0" I 32'-5" 4'-0" I 1 4'-0" I 591-011 I I 2ND FLOOR WALL BRACING PLAN 01g(1t� cv m Q SCALE: 1/4" = 1'-0" f4v'y� r r I T _J In m l co Continuous Ridge Vent TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ Ridge board fasteners per manufacturer's specification and NYS Residentail Code 2020. R802.3.2 COLLAR TIES 12 Ice & Water barrier as per section R905.1.2 SHALL BE NAILED with 4-10d (Note: Double underlayment is required e BOX NAILS IN ACCORDANCE for Roof slopes WITH FASTENING SCHEDULE 9 p between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, RAFTER/CEILING JOIST HEEL 12 2x4 CT @ 16" oc Nail to framing in accordance Fastener JOINT CONNECTION Schedules & Strapping per detail sheet(s). SHALL BE NAILED 9 D Flashing per R905.2.8 TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) (SEE DWG-1 FOR TABLE) ATTIC TYPICAL SOFFIT CONSTRUCTION. WITH SIMPSON H2AAT EACH 12" overhangs-typical RAFTER TO STUD. 6" Wood fascia & 6" Wood rake boards. TOP OF PLATE Trim in aluminum or use "azek" or equal Metal drip edge per R905.2.8.5 W Fully Vented Vinyl Soffits R-30C BATT 2X8 LEDGER INSULATION LAG SCREW TO TYPICAL EXTERIOR WALL STUDS @ 16"OC 2x6 Doug-Fir Wood Studs @ 16" oc. SOLAR ENERGY SYSTEMS SIMPSON SKEWEDUJ UJ HANGER @ EACH Double top Plate and Single Sole Plate. CHAPTER 23 & (R324) 00 Bedroom #3 CLOS CLOS Bedroom #4 RAFTER 1/2" exterior Grade - Span Rated .SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE Continuous Structural OSB Sheathing. -- > WITH CHAPTER 23 AND THE FIRE CODE OF NYS. 2x6 Rafters 16"oc /T'" SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. 2x4 Ceiling Joists 16"oc Fastened per Fastener schedule. < PANELS SHALL BE LISTED AND LABELED PER UL 1703. TOP OF�FLOOR tyvec House Wrap or equal.Vinyl or Wood Siding as per clients selection - - - Z SOLAR READY ZONE: TOP OF P ATE_ _ — installed per manuf specs and NYS code. W IN ACCORDANCE WITH APPENDIX Cont. load path strapping installed In accordance THE TOTAL SOLAR-READY ZONE AREA SHALL BE VINYL SOFFIT ON// with drawings. Provide Fire Blocking in accordance NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ENGINEERED FURRING STRIPS with R302.11 & R302.11.1 and .•M// ACCESS OR SET BACK AREAS AS REQUIRED BY FLOOR Draftstopping per R302.12 & R302.12.1 LU ry THE INTERNATIONAL FIRE CODE. JOISTS / ROOF AREA ORIENTATION SHALL BE BETWEEN �/) 0 110-270 DEGREES OF TRUE NORTH. - DINING TYPICAL FLOOR CONSTRUCTION CONSTRUCTION DOCUMENTATION0 T_ KITCHEN 3/4" Plywood Span Rated Subfloor, 1� CERTIFICATE REQUIRED PER T103.10 CD ROOM Glued and Nailed in J (� ROOF PLAN SCALE: 1/8" = V-0" accordance with the fastener schedule. U Floor joists and Bridging as per Code. LO O TOP OF S BFLooR _ TYPICAL FOUNDATION CONSTRUCTION TOP OF F UNDATION in accordance with chapter 4 3000 psi Air Entrained cast-in-place concrete ENGINEERED FIRE PROTECTION OF FLOORS: wall on cast-in-place Concrete Wall Footing per o FLOOR /2"GYPSUM BOARD ON ENTIRE C d R403. refer to Foundation Plan for footing size & o o 6-- JOISTS p,U E °2 b� JOISTS CEILING ABOVE BASEMENT thickness. Concrete Horizontal and Vertical o, m a� ` ` o-` a' 21, ATTACHED TO THE UNDERSIDE c E `m�. °° o O w t _ OF THE JOISTS. ,°. Reinforcement per Chapter 4. & gen note #6. �� �o _ ° _ W ° 0 o R-30C BATT 4 Damproofing per R406. 2- 2x6 approved _ z _ 0 MM INSULATION ° p g p pp �; g N m o o.o ) ° n W U d C C ` O j`8 8 Bottom of treated Sill Plates, Sill Seal And Termite shield per °.- ° ° W BASEMENT °' °° Footing to ,°6 �' b d Section R318. Anchor bolts per Foundation Plan � a� N.� ;� �aY�o be 36" below and R403.1.6 �s(n r �� ° ° 3 Grade Minimum Typ. basement Slab = c 3 ° -- -.0 Q Q Otry N�.c TOP OF FO TING w CL c INTERIOR WALL FINISH r s 4 O U D-, - CPr Provide 1/2" Gypsum sum WaII Board on ceilings ° f9 'tO Continuous Ridge Vent and walls except basement walls & clgs - unless :N it y M U y Ridge board noted. Min 1/2 Moisture Resistant Wall Board on „ - a E Co �, o e SECTION _ /� Ceiling and all walls in Bathrooms (humid areas) � 8 �° a, P ° E a'9°R802.3.2 COLLAR TIES /` and 5/8" cement board on walls and ceilings in wet areas. SHALL BE NAILED with 4-10dSCALE: 1 /4" - 1 -0" Provide 5/8' Fire Rated gypsum wall Board on walls RAFTER/CEILING JOIST HEEL BOX NAILS IN ACCORDANCE and ceiling located as per code, manufacturers JOINT CONNECTION 12 WITH FASTENING SCHEDULE SHALL BE NAILED 2x4 CT @ 16" oc requirements and drawings. TOGETHER IN ACCORDANCE WITH TABLE R802,5.1(9) 9 FIRE BLOCKING SHALL BE INSTALLED (SEE DWG-1 FOR TABLE) 12 IN ACCORDANCE WITH R302.11 WITHWG-1SIMPSON H2ABL EACH THRU R302.11.2 AND DRAFTSTOPPING RAFTER TO STUD. PER R302.12 THRU R302.12.1 ATTIC � 9 R806,3 R-30C BATT MIN.1"AIR GAP INSULATION BETWN INSULATION AND SHEATHING R302.13; FIRE PROTECTION OF FLOORS: TOP OF PLATE ION: 3. 1. THE AGGREGATE AREA OF THE R802.3.2 LAPPED JOIST UNPROTECTED PORTIONS DOES NOT p SHALL BE NAILED with 4-16d EXCEED 80 SQ FT PER STORY H COMMON NAILS IN ACCORDANCE WITH TABLE R802.5.1(9) 0 SCHEDULE 2. FIREBLOCKING IN ACCORDANCE WITH o Z Z shall comply with Res-Check SECTION R302.11.1 IS INSTALLED ALONG N Cf) 0o BEDROOM #2 Unfinished 2nd Floor THE PERIMETER OF THE UNPROTECTED p Q Storage Only Uninhabitable Attic insulation requirements of 2020 PORTION TO SEPARATE THE UNPROTECTED Lu Residentail code of NYSU) W PORTION FROM THE REMAINDER J 4 ENGINEERED OF THE FLOOR ASSEMBLY. = > U TOP OF SUBFLOOR FLOOR Location R-value Thickness C/) — - - _ JOISTS_ Flat Clg * R-30c 8-1/4" TOP OF PLATE Floor(unheated space) R-30c 8-1/4" ENGINEERED FLOOR JOIST 1/2"THICK GYPSUM WITH AMINIMUM FLANGE — - - — Exterior 2x6 walls R-21 5-1/2" BOARD LAYED ON air seal walls to pass 3 air changes per hour TOP FLANGE WITHOUT OF 1 1/8"X 2"WIDE. Above grade attic walls R-15 3-1/2" ANY FASTENERS. ( "I 3"(R-30)MINERAL WOOL INSULATION ���"/1 All Glazing U = .30 SCGH: .30 LAYED ON TOP FLANGE WITH FAMILY ® ® Doors-less than 50% glazing U = .40 U U �IUU� INSULATION STAY WIRES 24"APART tid MANUFACTURER:"ROXUL" C:) Door-more than 50% glazing U = .30 SCGH: .30 MMM ROOM 2 CAR R-30C BATT INSULAS PER INSULATION SCHEDULE GARAGE Other Specifications: FIRE PROTECTIVE OPTIONS • z 100% high efficiency lighting (CFOs or LED's) FOR I-JOISTS FLOOR SYTEMS ENGINEERED • 5 3 air changes per hour a FLOOR • Z All Ener Stara appliances COMPLIANCE WITH:R302.13; FIRE PROTECTION TOP OF SUBFLOOR JOISTS Energy pp OF FLOORS: EXCEPTION:#3. V � � O TOP OF FOUNDATION _ _ R403.6 Mechanical ventilation shall be provided that ¢ Z o — - meets the requirements of section M 1507 PITCH TO DOORS R-30C BATT a6 h�+� 'O �-+ p 5� INSULATION d� d� R403.7 Heating and cooling equipment shall be .� 00 LVL GIRDER x sized in accordance with ACCA manual J by a FIRE PROTECTION OF FLOORS: 1/2"GYPSUM BOARD ON ENTIRE certified third party rater. CE 4; CEILING ABOVE BASEMENT 00 ATTACHED TO THE UNDERSIDE ° °•� OF THE JOISTS. c� BASEMENT TOP OF FOOTING w, TYR BASEMENT SLAB ov. SECT101IN11 B SCALE: 1 /4" = V-0" 4 H PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 0 OF THE RESIDENTAIL CODE. aF NES