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HomeMy WebLinkAbout49004-Z �O�g0FFO1K�oG Town of Southold 2/7/2024 0 P.O.Box 1179 53095 Main Rd �fyoj �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44953 Date: 2/7/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 13105 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2023 pursuant to which Building Permit No. 49004 dated 3/9/2023 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, front and rear covered porches and attached garage with unfinished second floor storage above as applied for. The certificate is issued to Zoumas,Ioannis&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-2368 10/21/2023 ELECTRICAL CERTIFICATE NO. 49004 1/2/2024 PLUMBERS CERTIFICATION DATED 1/3/2024 M lumbing A hor e gnature yti1FFQ1K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�o o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49004 Date: 3/9/2023 Permission is hereby granted to: Herrmann, Barbara 619 Derby Dr E Oceanside, NY 11572 To: construct single-family dwelling as applied for SCHD approval. At premises located at: 13105 New Suffolk Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-2-14 Pursuant to application dated 2/1 612 0 2 3 and approved by the Building Inspector. To expire on 91712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,298.00 CO-NEW DWELLING $50.00 Total: $3,348.00 Building Inspector SOUT�OIo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA P.O.Box1179 o sean.devlin(cDtown.Southold.nv.us Southold,NY 11971-0959 Q �yOUNT1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barbara Herrmann Address: 13105 New Suffolk Ave city Cutchogue st: NY zip: 11935 Building Permit#: 49004 Section: 116 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Electrician: Yannucci Electrical Services License No: 50092ME SITE DETAILS Office Use Only Residential X Indoor N Basement X ServiceCommerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 83 Ceiling Fixtures 6 Bath Exhaust Fan 7 Service 3 ph Hot Water GaSX2 GFCI Recpt 10 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 104 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 22' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect 1 31 Switches 72 4'LED 30 Exit Fixtures Sump Pump 1 Other Equipment: Fridge, Oven, DW, Micro, Hood, Septic Disconnect, Ice Maker, Mini Fridge(2), Central Vac , 200A Panel 60 Circuit/ 56 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: January 2, 2024 S. Devlin-Cert Electrical Compliance Form o��g�FFOI�CGG Town Hall Annex S to Telephone(631)765-1802 54375 Main Road P. O.Box 1179 y r2 Southold, NY 11971-0959 _ rw • BUILDING DEPARTMENT TOWN-OF SOUTHOLD CERTIFICATION Date: D Z Building Permit No. iq o Owner: ( 10 hurg5 1�o PM J Z;UM (Please print) Plumber: fY1 ESA �yV INl$(� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 4 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01Z06045952 1131Z`Qualed in Suffolk County Commission ExnirnsA{IG. 7, 2026 (Plumbers Signature) Sworn to before me this day 20 ,unds 13 ' 1 � 1 1 Notary Public, I c County MARY ZOUMAS NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ZO6045952 Qualified in Suffolk County Commission Expires AUG.7,2026 1 *TOWN OF SOUTHOLD BUILDING DEPT. 631.765.1802 INSPECTION [ Jvr UNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ [ ] RENTAL REMARKS: _ nn l% ti DATE INSPECTOR G Y� *TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRASTRAPPJUC. [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: OVA- - Y ' I fi/ cA DATE D INSPECTOR 111 # TOWN OF SOUTHOLD BUILDING DEPT. �`�couxn "i� 631.765.1802 1 NSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ]/FOUNDATION 2ND ( ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK PA( ✓� DATE (P Z -v5 INSPECTOR �o���F SOU7ya6 VV L / 3 /o� * * TOW1 OF IOUTHOLD BUILDING DEPT. e ��cooxn '� 631.765.1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: W Gr re dz DATE ANSPECTOR c �%� © TOWN OF SOUTHOLD BUILDING DEPT. `"couxni� 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ]/�OUGH PLBG. [ ] FOUNDATION 2ND [✓] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v 3( on sal DATE INSPECTO * TOWN OF SOUTHOLD BUILDING DEPT. 631.765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � �2'� LlV1d1/,ClliT� ¢S��1jU :b1VA , f,9,��c DATE Z INSPECTOR ho�,�,oe souryo6 ' # TOWN OF SOUTHOLD BUILDING DEPT. yibUNry N`��x 631.765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 9D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Q, [ (] PRE C/O [ ] RENTAL REMARKS: DATE lllblw , INSPECTOR ` F E B 5 2024 Energy Testing. Services y • . ., : ; •,: ' I , I• ,I December 21,2023 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 ,•, 1 w Re: 13105 New Suffolk Ave Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by John Zoumas to perform a Blower Door test at the above a'Odress and found the leakage rate to be 1,869 CFM @ 50Pa, equal to 1.89 ACH @ 50Pa.This house meets cPmpliance by leaking less than the maximum requirement of 3 ACH @ 50Pa. If you have any questions,please do;not hesitate to contact us. Thank you. Michael Fauci (RTIN:8619824) HERS Rater lit I i .., Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)2414-2627/Cell: (631)405-9890 1 '0 Load Short Forma ":',,, Job: Inv#1759 Date: Jan 10,2024 Fy; ng System 1 , By: Michael Fauci Energy Testing'Services 164B Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email.energytestingservicesl@gmail.com Project For: John Zoumas 13105 New Suffolk Ave, Cut hogue, NY 11935 Phone: 516-903-8942 ' Design • • Htg CIg Infiltration Outside db (°F) 16 86 Method Blower door Inside db(°F) 70 75,s du,' Shielding/stories 3 (partial)/2 Design TD (°F) 54 11 Pressure/AVF 50 Pa/1754 cfm Daily range - L Inside humidity(%) 50 i. "50 Moisture difference(gr/lb) 45 31 d '' q, HEATING EQUIPMENT du;, COOLING EQUIPMENT Make Rinnai Corporation Make Rheem Trade RINNAI Trade RHEEM Model RU199i J, Cord RA14AZ30AJlNA AHRlref 10595468 " Coil RH2TZ3617STANNA AHRI ref 209429645 Efficiency 95 AFUE, Efficiency 13.0 EER2,15.5 SEER2 Heating input 199000 Btuh io =u„t Sensible cooling 19880 Btuh Heating output 189000-Btuh Latent cooling 8520 Btuh Temperature rise 185 °F Total cooling 28400 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.039 cfm/BtUh ''`� Air flow factor 0.048 cfm/Btuh Static pressure 0.60, in H2O Static pressure 0.60 in H2O Space thermostat :i Load sensible heat ratio 0.83 � „ iV,•I 1. ROOM NAME Area �Htg,load CIg load Htg AVF CIg AVF uv (Btuh) (Btuh) (cfm) (cfm) Laundry 172 3275 1582 129 76 Powder 49 iu;,� 952 355 37 17 Pantry 47 0 34 0 2 WIC 46 0 34 0 2 Kitchen '314 1600 5878 63 284 Dining Room 250 2315 2419 91 117 Family Room 314 2493 2448 98 118 Foyer 200 3410 1411 134 68 Bedroom 1 3'11 4170 3504 164 169 B1 WIC 107 1242 202 49 10 B1 Bath 202 4315 1465 169 71 l , Calculations approved by ACCA 1.to meet all requirements of Manual J 8th Ed. C ' wrightsaft4 2024Jan-1511:56:28 ..�,p..-. Right-8mle®Un,versa1202323.0:07 RSU30008 Pagel AC& 13105 New Suffolk Ave,Cutchogue,NY 11935.mp CGalc=MJB Front Doorfaces: S , r System 1 2011 23772 19331 933 933 Other equip loads 0 0 Equip. @ 0.91 RSM 17533 Latent cooling + 3916 TOTALS I 2011 I +o ,Y 23772 21449 933 I 933 4. I I I I. I I l I J+„ I I I ^t +V l I 1 ry 1Q ' I l , Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' r J� 2024-Jan-1511:56.28 ..,..., ...moo.... RI9 ht-Swte®Universal 2023 23.0.01 RSU30008 page 2 ...13105 New Suffolk Ave,Wehogue,NV 11935.nup'Gale=MJB Front Door faces: S 1. i yl Load Short Form Job: Inv#1759 Date: Jan 10,2024 em.WT a System 2 I. ° By: Michael Fauci Energy Testing.Services"' 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-9333,'Email.energyteshngservlcesl@gmall coin I Project • • For: John Zoumas I' 13105 New Suffolk Ave', C6idhogue, NY 11935 Phone:516-903-8942 Design Htg 1. Clg Infiltration Outside db(7) 16 86 Method Blower door Inside db(°F) 70, 75 Shielding/stories 3(partial)/2 Design TD (°F) 54 111 Pressure/AVF 50 Pa/1754 cfm Daily range - `11 L Inside humidity(%) 50 50'" Moisture difference (gr/lb) 45 31 HEATING EQUIPMENT.' COOLING EQUIPMENT Make Rinnai Corporation -,I Make Rheem ' Trade RINNAI ,a iu Trade RHEEM Model RU1991 Cond RA14AZ30AJINA AHRlref 10595468 Coil RH2TZ3617STANNA AHRI ref 209429645 Efficiency 95 AFUE Efficiency 13.0 EER2,15.5 SEER2 Heating input 199000,Btuh Sensible cooling 19880 Btuh Heating output 189000 Btuh Latent cooling 8520 Btuh Temperature rise 1850°F Total cooling 28400 Btuh Actual air flow 933 cfm "" `� Actual air flow 933 cfm Air flow factor 0.045 'cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat „ Load sensible heat ratio 0.90 ROOM NAME Area. Htg load Clg load Htg AVF CIg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 305 4326 4108 196 246 B2 WIC 59 702 216 32 13 62 Bath 153 2693 1350 122 81 Bedroom 3 239 2320 3214 105 192 B3 WIC 57 "` '� ' 142 121 6 7 B3 Bath 85 1466 575 67 34 Bedroom 4 ?88 3863 3551 175 212 B4 WIC 64 1172 412 53 25 B4Bath 131 2408 1199 109 72 Laundry Room 101 1113 559 51 33 Balcony 141 350 298 16 18 w I`V;• t Calculations approved by ACC44o meet all requirements of Manual J 8th Ed. -wrightsoft^ 2024-Jan-1511:56:28 ... 1 .1� Right-Suite®U niversal,202323.001 RSU30008 Page ...13105 New Suffolk Ave,Cutchogue,NY 11935.mp Calc=MJ8 Front Deprfaces: S 1, f System 2 1623 `u 20556 15603 933 933 Other equip loads 0 0 Equip.@ 0.91 RSM 14152 Latent cooling 1644 TOTALS 1 ' 1623 1 20556 I 15796 1 933 1 933 1 ,1 l 1 .I I y 1 , I 1' t I. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C " �ighOft' 2024-Jan-1511:5628 Wr L .. ..soli' Right-Smle®Universal 202323.0.01 RSU30008 Page A ..13105 New Suffolk Ave,Cutchogue,NV 11935.rop Galc=MJ8 Fronl Door faces: S 0 t'Q' I. BuildingAnalysis Job: Inv#1759 7 , Date: Jan 10,2024 "",���"' System +I ,. ,� By: Michael Faucf Energy Testing,Services 1648 Locust Ave,Unit E.Bohemia,NY 11716 Phone:631-244-9333 Email:energyteshngsenscesl@gmail.com Project • • For: John Zoumas al 13105 New Suffolk Ave,-Cufchogue, NY 11935 Phone:516-903-8942 Design Conditions Location: Indoor: Heating Cooling Long Island MacArthurAP, NY, US Indoor temperature(°F) 70 75 Elevation: 84 It Design TD (°F) 54 11 Latitude: 41°N ° o1'•t Relative humidity (%) 50 50 Outdoor: Heating . Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb(°F) 16 86 Infiltration: Dailyrange(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72' Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1754 cfm Component Btuh/ft' Btuh %of load Walls 2.2 4985 21.0 Glazing 16.2 4639 19.5 MI Doors 15.7 3a9 1.4 axis Ceilings 1.8 686 ' Floors 0 0 ' 0 Infiltration 3.6 • 6191 26.0 Ducts 6942 ! 29.2 Piping 0 0 oad u Humidification 10 0 Ventilation ,0 0 Adjustments 0 I�lo-mm Total 23772 100.0r� ry 1 Component Btuh/ft' Btuh %dfload Walls 0.5 1244 6.4 WI Glazing 10.1 .2892 15.0 Doors 7.2 150 10.8 Gad Ceilings 1.6 611 `t3'.2 Floors 0 0 0 �QhEr IrferdGins Infiltration 0.3 582 3.0 Ufilhab Ducts 5166 26.7 Ventilation 0 ! ' 0 Internal gains 8685 44.9 Blower 0 0 Adjustments : 0 actsTotal 19331 10,0.0 Latent Cooling Load=3916 Btuh Overall U-value=0.039 Btuh/ft?°F, Window/Floor Area=14.2% Data entries checked. .• ,- 9 2024-Jan-1511:56:28 Right-Suite®Universal 202323.0.01 RSU30008 Pagel AM ...13105 Nev,Suffolk Ave,Cutchogue,NY 11935.rup Calc=MJ8 Front bbbrfaces S !,I t BuildingAnalysis"' Job: Inv#1759 Date: Jan 10,2024 1' ,nxnmg System 2 By: Michael Fauci Energy Testing'IServiii,es, 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone 631-244-9333 Email:energyteslingsemicesi@gmail.com Project • • For: John Zoumas , 13105 New Suffolk Ave, Cutchogue, NY 11935 Phone:516-903-8942 Design Conditions Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature (°F) 70 75 Elevation: 84 ft ' Design TD (°F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling ;V,:. Moisture difference(gr/lb) 45.1 30.9 Dry bulb(°F) 16 86 Infiltration: Dailyrange (°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 ,,;' Pressure/AVF 50 Pa/1754 cfm Heating Component Btuh/ftz Btuh %of load Walls 3.1 3803 18.5 Glazing 16.2 2873 14.0 v0l Doors 15.7 , 302 1.5 acts Ceilings 1.7 2810 13.7 Floors 0 110 0 Infiltration 3.6 4587 I° '2l3 Uazi Ducts 6180 30.1 Piping 0 0 Humidification L 0 0 o Ventilation 0 ,1 ,,,,, 0 Adjustments '0 Callings lrfllnahm Total 20556 100.0 1 • • Component Btuh/ft' Btu 1 1%of load Walls 0.8 949 6.1 Val Glazing 11.7 2063 13.2 C� Doors 7.2 138 0.9 Irtard(13rs Ceilings 1.5 25Q4 16.0 Oily.0 0 1! ,0 Infiltration 0.3 432 2.8 Ducts 4613 29.6 Ventilation I 0 0 Odlirgs Internal gains 4905 31.4 Blower 10 ""'0 Irfiltdcn Adjustments 0 Total 15603 100.0 Cu:IS Latent Cooling Load= 1644 Btuh V Overall U-value=0.059 Btuh/ft2--0F, Window/Floor Area=10.9% Data entries checked. vu1 .T WNgFfiSofC' 2024-Jan-15 11:56 28 Right-Suite(R)Universal 202323.0.01 RSU30008 Paget ...13105 Nev,Suffolk Ave,Cutchogue,NY 11935.mp Calc=MJ8 Front Door faces S .d Project Surrimary Job: Inv#1759 ,, 0 Date: Jan 10,2024 System � � '" By: Michael Fauci Energy Testing'Services 1648 Locust Ave,Unit E.Bohemia,NY 11716 Phone:631-244-9333 Email:energylesiingservicesl@gmail.com • 4ect Information 1. For: John Zoumas 13105 New Suffolk Ave,Cutchogue, NY 11935 Phone: 516,,903-8942 Notes: dy"' Design Information Weattier: Long,lsland 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 TO 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary. Sensible Cooling Equipment Load Sizing Structure 16829 Btuh Structure 14165 Btuh Ducts 6942 Btuh ; Ducts 5166 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower e) 0 Btuh Piping '0 Btuh Equipment load 23772 Btuh '0 °y ' Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 17533 Btuh Method Blower door,:.,, Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa 1754 cfm Structure 2941 Btuh Ducts 974 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling 1q.' (none) Area(fla) 2011 2011 Equipment latent load 3916 Btuh Volume(fa) 21932 21932 Air changes/hour 0.29 '. 0.14 Equipment Total Load(Sen+Lat) 21449 Btuh Equiv.AVF (cfm) 104 50,,•. , Req. total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rinnai Corporation ,, Make Rheem Trade RINNAI ' ty<' Trade RHEEM Model RU199i Cond RA14AZ30AJlNA AHRlref 10595468 Coil RH2TZ3617STANNA AHRI ref 209429645 Efficiency 95 AFUE: „ Efficiency 13.0 EER2,15.5 SEER2 Heating input 199000 Btuh Sensible cooling 19880 Btuh Heating output 189000 Btuh Latent cooling 8520 Btuh Temperature rise 185 of Total cooling 28400 Btuh Actual air flow 93'3 cfm Actual air flow 933 cfm Air flow factor 0.039 cfm/Bfuh ° ' Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 1 4, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghitooPt' 2024Jan-1511:5fi:29 -+..-«.. Right-Suite®Universa1202323.0.01 RSU30008 Pagel ..13105 New Suffolk Ave,Culchogue,NY 11935.mp Calc=MJ8 Front Doorfaces: S I , lit Project SummaryJob: Inv#1759 J � Date: Jan 10,2024 System 2 By; Michael Fauci Energy Testing,Servicei' 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email'energytestingservicesi@gmail.cam I Promect Information For: John ZOUMas 13105 New Suffolk Avel,Cutchogue, NY 11935 Phone:516-903-8942 Notes: I 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 of Design TD 54 °F Design TO 11 °F '`•I. Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14376 Btuh Structure 10990 Btuh Ducts 6180 Btuh Ducts 4613 Btuh Central vent(0 cfm) •O Btuh Central vent(0 cfm) 0 Btuh (none) 0 (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20556 Btuh Use manufacturer's data n 10 Rate/swing multiplier 0.91 Infiltration Equipment sensible load 14152 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1754 cfm Structure 772 Btuh Ducts 872 Btuh Central vent(0 cfm) 0 Btuh Heating .,I Cooling (none) ' Area(fta) 1623 1623 , Equipment latent load 1644 Btuh Volume(ft') 13149 13149 Air changes/hour 0.35 0.17 Equipment Total Load (Sen+Lat) 15796 Btuh Equiv.AVF (cfm) 77 37 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Rinnai Corporation Make Rheem Trade RINNAI Trade RHEEM Model RU1991 y , Cord RA14AZ30AJlNA AHRI ref 10595468 Coil RH2TZ3617STANNA AHRI ref 209429645 Efficiency 95 AFUE Efficiency 13.0 EER2,15.5 SEER2 Heating input 199000 Btuh Sensible cooling 19880 Btuh Heating output 189000 Btuh Latent cooling 8520 Btuh Temperature rise 185 °F Total cooling 28400 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.60 in H2O Ay , Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s -PW wrigtitsoPt• � 2024-Jan-75 1 Page 2 •--• ---.•-.-. Rlg ht-Swte®Universa1202323.0.01 RSY130008 Paget ATK ...13105 New Suffolk Ave,Cutchogue,NY 11935.mp-Cale=MJ8 Front Door faces: S I t Duct System Surrimary Job: Inv#1759 Date: Jan 10„2024 System 1 By: Michael Faucl 5� Energy Testing Services„ 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energyteshngsemwsl@gma,l.mm I p Project Information For: John Zoumas: 13105 New Suffolk Ave;Cutchogue, NY 11935 Phone: 516-903-8942 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure "0.25 in H2O 0.25 in H2O Supply/return available pressure 0.195 10.055 in H2O 0.195/0.055 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual airflow .. 11 ,933 cfm 933 cfm Total effective length (TEL) 428 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) {cfm) FIR (in) (in) Mail Ln (ft) Ln(ft) Trunk 'Bit Bath h 4315 169 71 0.062 8.0 Ox0 ShMt 46.8 270.0 st3 B1 WIC h 1242 49 10 0.065 5.0 Ox 0 ShMt 28.3 270.0 st3 Bedroom I c 3504 164 - 169 U63 8.0 Ox 0 ShMt 40.8 270.0 st3 Dining Room c 2419 91 117 0.058 7.0 Ox 0 ShMt 63.8 270.0 st3 Family Room c 2448 98 118 0.061 7.0 Ox0 ShMt 50.8 270.0 st3 Foyer h 3410 134 .,, 68 0.059 8.0 Ox0 ShMt 62.8 270.0 st3 Kitchen c 2939 31 142 ,1 O',1063 8.0 OxO ShMt 82.8 225.0 St3 Kitchen-A C 2939 31 , 142 0.061 8.0 Ox0 ShMt 75.8 245.0 st3 Laundry h 3275 129 76 0.060 8.0 OXO ShMt 87.8 235.0 st3 Panhy c 34 0 2 0.060 4.0 OXO ShMt 69.5 255.0 st3 Powder h 952 37 17 0.059 5.0 Ox0 ShMt 70.3 260.0 st3 lnlc c 34 0 2 0.059 4.0 Ox 0 ShMt 61.0 270.0 st3 SupplyDetail Table Htg Clg Desigq,, Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 933 933 0.058 646 14.9 8 x 26 ShtMetl st1 st1 Peak AVF 933 933 0.058,'y, 646 14.9 8 x 26 ShtMetl Bold/dalic values have been manually overridden l Wrt9htsOfi- 2024-Jan-1511:56:29 .., r ...�.T Right-SulteGUnlversal202323.0.01 RSU30008 Page l ...13105 New Suffolk Ave,Culrhogue,NY 11935.mp Calc=MJ8 Front Door faces: S „i A iV, d. Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x36 933 933 94.3 0.058 668 16.0 Ox 0 ShMt 1 i i �I .0 jA ` I i :I i 1I Wrlghtsaft` t 2024-Jan-1511:56:29 ....•. ,,.�.T Right-Suite®Universal 202323.001 gSU30008 Page ..13105 New Suffolk Ave,Cutchogue,NY 11935.rup Cale=MJ8 Front Doorfaces: S I Duct System Summary Job: Inv#1759 Date: Jan 10,2024 System 1 ``� , By: Michael Fauci Energy Testing.Servicestl` 1646 Locust Ave,Unit E,Bohemia,NV 11716 Phone:631-244-9333' Email.enerWestingservlceslggmaiLcom Project For: John Zoumas :u, 13105 New Suffolk Ave,Cutchogue, NY 11935 Phone:516-903-8942 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses �°0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.208/0.042 in H2O 0.208/0.042 in H2O Lowest friction rate ""0.065 in/100ft 0.065 in/100ft Actual air flow 933 cfm 933 cfm Total effective length(TEL) 385 ft Supply Design Htg Clg; Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) "FR (in) (in) Mail Ln(ft) Ln (it) Trunk B2 Bath h 2693 122 81 0.074 7.0 Ox0 ShMt 36.8 245.0 st6 62 WIC h 702 32 13 0�072 5.0 Ox0 ShMt 25.8 265.0 st6 B3Bath h 1466 67 34 0.1)65 6.0 Ox0 ShMt 30.5 290.0 sty B3 WIC c 121 6 7 0.069 4.0 Ox0 ShMt 25.3 275.0 st5 B4 Bath h 2408 109 72 0.067 7.0 Ox0 ShMt 46.3 265.0 st5 B4 WC h 1172 53 25 p'.073 5.0 Ox 0 ShMt 41.3 245.0 st5 Balcony c 298 16 18 0.071 4:0 OXO ShMt 11.8 280.0 st6 Bedroom 2 c 2054 99 123 0:069 7.0 Ox 0 ShMt 27.8 275.0 st6 Bedroom2-A C 2054 98 •,1 123 0.071 7.0 OXO ShMt 39.0 255.0 st6 Bedroom c 3214 105 192 d,067 9.0 OxO ShMt 22.0 290.0 sty Bedroom4 c 3551 175 212 0.068 9.0 Ox0 ShMt 49.3 255.0 sty Laundry Room h 1113 51 33 0.066 5.0 Ox0 ShMt 35.3 280.0 st5 Supply Trunk Detail Table I , Trunk Htg Clg Design•�" Veloc Diam H x W Dud Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 366 357 0.069..E 550 10.2 8 x 12 ShtMetl st2 sty Peak AVF 567 576 0.065 648 12.2 8 x 16 ShtMetl st2 st2 Peak AVF 933 933 0.065 700 14.6 8 x 24 ShtMetl , ll Boldgtalle values baye been manually overridden w :U TF Wrightsaft- 2024-Jan-1511:56:29 ti ..... ..._.. I RlghtSuite®Universal 202323.0.01 RSU30006 Page 3 ..13105 New Suffolk Ave,Cutchogue,NY 11935.mp Colo=MJB Front Door faces: S i „ Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR ),,. (fpm) (in) (in) Opening(in) Mad Trunk rb1 12x36 933 933 64.3 0.065 668 16.0 Ox 0 ShMt 'I i , ru„•. l , I • m w, t yl 1. 1. i -r'id- wrightsof - �” 'V• 2024Jan-1511:56:29 __ ..�.T. Right-Suite®Universa1202323.0.01 RSU30008 Page ...13105 New Suffolk Ave,Cutchogue,NY 11935.r6p Cale=MJB Front Door faces: S I yl Manual S Compliance Report Job: InvJan 10,59 20 Date: an 24 Trwaa System 1 11By: Michael Fauci 'Energy Testing'Services I , 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energylesl'IngseNicesl@gmall.com Project • • For: John Zoumss 13105 New%tuffolk Ave, Futchogue, NY 11935 Phone: 516-903-8942 I Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gaihc 19331 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.9°F • Latent gain: 3916 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 23246 Btuh Indoor RH: 50% i. Estimated airflow: 933 cfm Manufacturer's Performance Data at,Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ30AJ1NA+RH2TZ3617STANNA Actual airflow: 933 cfm 1. Sensible capacity: 19880 Btuh 103%of load Latent capacity: 8520 Btuh 2180/o of load Total capacity: 28400 Btuh 122°/a of load SHR: 70% .;I Heating Equipment Design Conditions Outdoor design DB: 15.9°F • Heat loss: 23772 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Rinnai Corporation Model: RU199i Actual airflow: 933 cfm Output capacity: 189000 Btuh 795%of load I. ,i Meets all requirements of ACCA Manual S. ightsofr 2024-Jan-1511:56:29 wr .....,.if Right-Suite®U niversal�202323.0.01 RS�U30008 Pagel v+M1 ...73705 New Suffolk Ave,Culchogue,NY 11935.rup Calc=MJB Front Do0r faces: S Manual S Compliance Report Job: Inv#1759 Date: Jan 10,2024 c �Flq System 2 1. : By: Michael Fauci Energy Testing,Services " i 1648 Locust Ave,Unit E.Bohemia,NY 11716 Phone:631-244-9333r'Email:energytestingserviwsi@gmail.wm Project • For: John Zoumas 13105 New Suffolk Ave,Cutchogue, NY 11935 Phone: 516r903-8942 Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 15603 Btuh Entering coil DB: 76.67 Outdoor design WB: 71.9°F Latent gain,, 1644 Btuh Entering coil WB: 63.27 Indoor design DB: 75.0°F Total gain: 17247 Btuh Indoor RH: 50% Estimated airflow: 933 cfm t ; Manufacturer's Performance Data at;Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model:"RA114'AZ30AJ1NA+RH2TZ3617STANNA Actual airflow: 933 cfm ' Sensible capacity: 19880 Btuh 127,%of load Latent capacity: 8520 Btuh 518%of load, „ Total capacity: 28400 Btuh 1650/0 of load SNR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 20556 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Rinnai Corporation Model: R1.1199i Actual airflow: 933 cfm Output capacity: 189000 Btuh 919%of load t Meets all requirements of ACCA Manual S. ' '*' Wrightsoft• 2024-Jan-1511:5629 flliC.i1 ....., 1. Right-Suite®Univ,ersal2g2323.0.01 RSU30008 Paget ..13105 New Suffolk Ave,Cutchogue,NY 11935.rup Calc=MJ8 Front Door(aces: S r ResidentialPlansExaminer Review • Form RIPER 1 ACCK,a - - • • . • Equipment, 15 Mar 09 Arraid#ipGbtrLsdgmim 0 Heac er Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Faucl Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form"(and supporting worksheets): Yes ❑ No ❑ •I.�. 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): 413105 New Suffolk Ave, System 1 uV HVAC • .D CALCULATION Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: {6 "F Orientation: Front Door faces South Indoor temperature: 70 ,F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 23772 Btuh l4 i Number of bedrooms: 1 Conditioned floor area: 2011 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 86 ',°F Indoor temperature: 75 °F ,,Windows RCN Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 21313 Stun Internal shade: blinds ,e Latent heat gain: 4317 �tuh Blinds,drapes,etc. oepin lMndsx Total heat gain: 25630 Btuh (V,Number of skylights: 0 EQUIPMENTHVAC • 1 Heating Equipment Data Cooling s umpment Data Blower Data 42me Heay�type: Boiler,eta. Prop boiler ,ti EtRiligo am Xpr,N'eat pump,etc. Split AC Heating cfm: 933 rYf,�, Cooling cfm: 933 Model: Rinnai Corporation Model: Rheem Static pressure: 0.60 in H2O RU1991 RA14AZ30AJiNA+RH2TZ3617STANNA Fan'sratetl external static pressure far design alrtow, Heating output capacity: 1A9000 Btuh Total cooling capacity: 0 Stub Heat pumps-capacity at winter design ou orcondittans Sensible cooling capacity: p Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT l DISTRIBUTION6 Design airflow: 933 cfm Longest supply duct: 334 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 94 ft Trunk duct: Sheet metal - Total device pressure losses: -0.3 in H2O Total effective length(TEL): 4�528 ft Available static pressure(ASP): 0.25 in H2O Frictio Frato Rate-ASP«ITELq'.nol8 in/1 OOfl Branch duct: Sheet metal i I declare the yl a_• calculation,equipment,equipment -a based on - building plan listed above. I understand the claims made on these forms will be subject to review . verification. Contractor's printed name: Contractor's signature: Date: � ' r Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Right-Suite®Universal 202323.0.01 RS)130008 f Residential PlansExaminer Review • Form ACCAe for HVAC System ' • (Loads, • • - 15 Mar 09 wramrsmruaadmera _ , Header Information Contractor: Energy Testing Services t Ilk REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: - or MAAE 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):1 13105 New Suffolk Ave, System 2 HVAC LOAD , Design Conditions Building Construction Information I. Winter Design Conditions Building Outdoor temperature: 16 °F "' Orientation: Front Door faces South Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 20556 Btuh Number of bedrooms: 3 Conditioned floor area: 1623 ft' Summer Design Conditions `Y Number of occupants: 0 Outdoor temperature: 86• aF Indoor temperature: 75 'F Windows Root Grains difference: 31 gf/lb @50% kH Eave overhang depth: 1,0 ft Sensible heat gain: 17203 Btuh '" Internal shade: blinds Latent heat a10: Blinds,drapes,Mc. s 1813 Bluth o pU wlrKo" Total heal gain: 19015 Btuh Number of skylights: 0 .I t w 4V;'L EQUIPMENTHVAC • 1 Heating Fouinment Data Cooling Eaufioment Data Blower Data Ec�u'I�ment type: Prop boiler EVipcment type: Split AC Healing din: 933 u ace,Heapump,Boiler,eto. it ondituer,Heatpump,at.. Cooling cm: 933 Model: Rinnai Corporation -r' Model: Rheem Static pressure: 0.re6D in H2O Fan's external•� ;RA14AZ30AJ1 NA+RH2TZ3617STANNA aced e•leal static pssure for design an's Heatin%output caltaat ity: 1 9000 Btuh - Total cooling capacity: 0 Btuh Heat mps-capaclwmter design out., ear conditions Sensible cooling capacity: 0 Btuh Aux,heating output capacity: 0 Btuh t Latent cooling capacity: 0 Btuh Design airflow: 933 ctm .Longest supply duct: 321 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 64 it Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O t Total effective length(TEL): 385 it Available static pressure(ASP): 0.25 in H2O Friction rate:, 0.45 in/100ft Branch duct: Sheet metal Friction Rate-ASP+ITEL a itI�U I , I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification, Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. .i *Home qualifies for MJ1AE Form based on Abridged Edition Checklist _rk wrightsoR' ' Right-Suite®Universal 202323.0.01 RSU30008 ri . iY„ N ' :Y ,r � eV„ t Level 1 g• 6. r 7. 7. 8. ASV„' 26x8 4° Basement 4- 5" 5• a. 6° a" 28x8 16• I a �Y l ° r r t ' r yl I , L , Job#: Inv# 1759 Energy Testing Services Scale: 1 : 131 Performed by Michael Fauci for: " Page 1 John Zoumas 1648 Locust Ave,Unit E Right-Suite(E)Umvelsal 2023 13105 Nev,Suffolk Ave , Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 11935 Phone:631-244-9333 Phone:516-903-8942 'r'� 2024-Jan-16 NY:11 e'riergytestingservicesi@gmaiLcom ...olk Ave,Cutchogue,e,NY 11935.rup ` r u. ,, t'1eI N I , yl iV, u ' Level 2 u,.i.. E�-742 Nm L142 Nm 717 Nm 116Nm 0-169clm t , Bedroom Dining Room Family Room Kitchen 'i6 Garage I i B1 WIC 49 crm Psmry 1'U WIC 2chn—® 933 cfm 2 c!m—S Foyer " Powder $Wits 37 Nm 134 cfm-® B1 Ba!h - =;1 Laundry ®-129 atm iB9 cim I 1'1 1v1„i - t i ,! ;I I Job#: Inv# 1759 Energy.Testing Services Scale: 1 : 131 Performed by Michael Fauci for: ! Page 2 John Zoumas `� �Y,,r 1648 Locust Ave,Unit E RightSuite®Universal 2023 13105 New Suffolk Ave Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 11935 i Phone.631-244-9333 2024-Jan-15 11:57:20 Phone:518-903-8942 l energytestingservicesl@gmail.com ...olk Ave,Cutchogue,'NY 11935.rup .l I 1 , iV L I, Level 3 212 cfm 67 cfm iY 192 cfm 123 cfm 123 clm 83 Sa1h I 6 � i1•ry Badroom3 Bedroom 9 Bedroom I 9 �• 7" Larm x8 12 a 51• Balcony rt8i, am 5• B2 WIC 9J3 ifm to B4 WIC ]P dm 5]cm 7. 7• 5• n• k�', Lemrjq Roan OTB 122cfm B4 Bad, B2 Bath Smirs 2 109 cfm 51 cfm II IJ IV'I yl 1 rl 1 Job #: Inv# 1759 Energy Testing Services Scale: 1 : 131 Performed by Michael Fauci for:, Page John 2oumas -1 1648 Locust Ave,Unit E RightSuite®Univeml 2023 13105 New Suffolk Ave IJ Bohemia,NY 11716 23.0.01 RSU30008 Cutchcgue,NY 11935 Phone:631-244-9333 2024-Jan-15 11:57:20 Phone:516-903-8942 energytestingsewicesl@gmall.com ...olk Ave,Cutchcgue,NY 11935 rup fi ?.M yr Ia.mns �q.ROAI g- s an O \ ► S . s �A FIELD INSPECTION REPORT ATE COMMENTS 0 FOUNDATION(1ST) OW � a --------------------------------------- FOUNDATION (2ND) 0 m z e W ° o ( s 2 vi a Li ROUGH FRAMING& S PLUMBING y �l /I -r 2 \ _ rb C _ IL c Z '1�b1 n f3 0 r INSULATION PER N.Y. ftftW a STATE ENERGY CODE { 042AI I S FINAL ADDITIONAL COMMENTS Z3 {� f- MC4� /0 S� e 0 -I 3 l c o c la4bo 1 4 E\Pc CQ J a N o s z � 1 x � � I d ro a 1 j' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 Date Received s'Rx ]i( 9,.s't'� Nr)S, ! i•;'.tr`r'4 uLJ or Office Use Only PERMITN0. qftq Building Inspector: EC LE � YE FFR 15 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an TOSUI DINGDEHOLD Owner's Authorization form(Page 2)shall be completed. Date: a I I 9,0 2- OWNER(S)OF PROPERTY: Name: /1 kt1IS SCTM#1000- Project Ad&ess: i 3 0� e-'w SUEFOL.V AV 4 Mll-mfar Phone#: 5-1 6 10 3_ Email: U20M'4S /1' rV Mailing Address: CONTACT PERSON: p1 �qkj Zoiyo Name: N �0 Mailing Address: pS0 N V AJ7i. D I M Phone#: SIC _ O SQ Email: �Zoom DESIGN PROFESSIONAL INFORMATION: Name: IZ j N Mailing Address: 5-0t4li bow Ocefg. fivv Phone#: _ O Email: 4 4( U ►'4 CONTRACTOR INFORMATION: Name: --lit LU !LO Mailing Address: '5 a,5 W G Phone#: 6 31 " -Ssoo Email: DES5JRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ g00.000.DO Will the lot be re-graded? ❑Yes EfNo Will excess fill be removed from premises? ❑Yes 2KO i n+ PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(pri t name): ❑Authorize Agent Owner Signature of Applicant: Date: a ' �� LY STATE OF NEW YORK) SS: COUNTY OF lU a AVf J z vw J being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the. (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 N Pe lc o ry Ps NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ZO6045952 Qualified in Suffolk County Commission Expires AUG. 7,20261 Where the applicant is not the owner) 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 pP SOUj�o� Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Ol�CoUi�Ap BUILDING DEPARTMENT TOWN OF SOUTHOLD December 20, 2022 To: Ioannis John Zoumas 2050 N. Country Road Wading River,NY 11792 RE: SCTM# 116-2-14 Herrmann, determination of merger request Mr. Zoumas: As of today, based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions regarding this property, please feel free to contact me at (631) 765-1802. Respectfully Yours, Nancy Dwy , ildit nspector d BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephcne (631) 765-1802 - FAX (631) 765-9502 rogerr(obsoutholdtownny.4ov — seand(cDsoutholdtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTVUCIiAIN aNPORRA TION (AllinformationRequired) Date: 5.16.23 Company Name: Yannucci Electrical Services, inc. Electr cian's Name: Vi-,�.an'. Yenruc:r fl =i ci c i iU.. wun _iviE Jcicc,. err,aii:Vinny@yeseiectricaline.com Bec. Prlone I G. 6.3-_,268-7324 UI request an email copy of Certificate of Compliance g Elec. Address.: P' s F2nx n�-i>3 jhnrenam DIY -11786 (AP Information Requ, ed) i uy1'CCC" {' ep{( �r +nro� re, NY 11935 z2d S.Perr-I:,- email:jzoumas@gmail.com — —:"(Ib Block: 02 Lot: 14 l ax rd;ap Discrlci: ;cn iBRl..= C,r= ,C�.' ' (IG': ::I:. ftJCLUDE SCIUARE''FOOTAG /(Please Print Clearly): (�New `„]usn, .`00Fmr) Und`"'.I"NVt'3Uir112.'' S'ervlce +- ^KMJ -Aw•i l�n( Square Footage: 13240 YES R]"NO 17 Rough In Final Do yr_ reed a '`e!np s ti`icaia?: yap YES [:] NO Issued On :�.i ri ,mation required) P n Size: 201) A # UMeters 1 Old Meter# c '_ =us x; cnnecc cod Rc,,cnneci Service Reconnect ✓ Under round Overhead ❑ ❑ 9 ❑ -,"Pr - zi°z !�oo .-I -rame I : `Pole Work done on Service? Y N _,• _.: . .___.".... _., •,o..:_aw : . A(1(jjtj•,t'iai in'rC r;-�ati _. jLiL I��II 1U1 I LD `r fain•"-" H 4lit"'�9 FC.A".>'k°L'1I"� ' .•�\ � jil OUI4iI1Vla Ut:F'I. I W�Y C N(o V mtnlntncconTunl� Jr'43-6-3 PERMIT# Address: Switches^, Ili 1� Outlets GFI's �c Surface Sconces 1 I f, I LI 1 HH's UCLts V Fans Fridge HW Exhaust I1(�I 111 Oven Dryer S�m/okessyyy DW �✓ Service Card 1 ' I s Micro I Generator Combo Cooktop Transfer AC II u ,I�1 Mini I' y Special: SerLJe/ gdluo Comments 41 I -:cvr r IER.Nl c BUILDINGS: N 89022'44' E �bRTCS D Y.I: ,Q,D1,D�I .P_,.�N= 225,00' PLAATff2 Do=_CiEO PROPOSED 2 STORY RESIDENCE 3FU .0 wATB 4 BEDROOM g > -VC 'ENCE-\ 1 � r. --`-lb ZONING 4RN4 E' All FCLEF R-40(RESIDENTIAL) F I =/ .`. —_ . __ • _ _ __ _ _ _ _ `•:�L �'N - SITE DATA, II R':'_ O COP 2 S5 SCIM$: 1000-118.00-02.00-14.000 SITE AREA: 0.725 ACRE L I GENERAL NOTES: O } 12 I 1. NO EKISNNG SURFACE WATER OR WETLANDS WITHIN 300' OF THE PROPERTY. 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM.NO PUBLIC WATER WELLS ARE S O t I WITHIN ZOO OF THE PROPOSED SMITAR!SYSTEM U) 3. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM 4. PROPOSED SANITARY SYSTpA IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. h T� SURVEY NOTES: 2 �LIc ��� C PROPOSED STONE DRIVEWAY i O 1. MEASUREMENTS PRE IN ACCORDANCE WIN U.S. STMDMOS. = 1 BEARINGS SHOWN ME IN NEW YORK STATE PLAN COORDINATE SYSTEM. LONG ISWID ZONE. 4 1 /� \ 3. ET-EONS SHOWN HERE ON REFERENCE NAND 19BO V } ( Dw 1 C UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURJEYORS SEAL IS A VIOLATION OF O / SECTION 7209. SUBDAASION 2. OF WE NEW YORK STATE EDUCATION LAW. CONCRETE PATIO 5. ONLY COPIER FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LARD SURVEYOR'S 'EMBOSSED-OR 'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. L_ o: 6. CERTIFICATIONS INDICATED HERON SMNIPY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LARD SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON MR WHOM WE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE IODW 1 L� 1 >,2«z COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING _ INSTITUTION, CERTIFICATIONS ME NOT TRANSFERABLE TO ADDITIONAL INSITTIFFONS OR SUBSEQUENT OWNERS T PROPOSED 2 STORY Z RIGHTS-OF-WAY NOT SHOWN ME NOT CERTIFIED. W MIN.-5 B. THE SURVEY CLOSES MATHEMATICALLY. RESIDENCE •_J /��\ sYc 9. UNDERGROUND UTRIMES IF SHOWN ON THIS SURVEY ME FROM URLIIY MARKOUT LOCATED ON WE GROUND MD/OR fYi 3 GARAGE 4 BEDROOMS W/ I DW ( m _ RECORD PLANS. BEFORE ANY EKCAVATON 0 TO BEGIN.ALL UNDERGROUND UTILITIES SHOULD BE VERIRED AS TO TIER �C F.F.E.=11.B' UNFINISHED BASEMENT I f LLI m LOCATION. SIZE M TYPE TH D TE BY E RESPECME UTILITY COMPANIES. 10 TIES SURVEY WASMADE WITHOUT THE 9ENETT OF A TIRE REPORT. SUBJECT TO ANY EASEMENTS. CONDITIONS OR F F,E.=t3.B _ W ENCUMBRANCES AN LIMITED TIME SEARCH MAY REVEAL No 2 T y E �l i r I Pr�Posm sumvw I C I Y 1 HARM CONTROL PANE1 1 I �}r F PRMOSFD U G.FIECIRM M'D NR M1^� COVERED °DRQI /�1µN FOR HYO.Po-ACIMx sEPIM 1 �I Ic' C ME MIN IN . p DEAD / ` » 4 F:JD PROPOSED M y O.A I m •' UNDERGROUND WATER SERVICE ( \ N I q R, LOCATION PROJECT 'r UNDERGROUNPROPOSNDD / lo' `Y ELECTRIC SERVICE 1. I 4ag. IN. I sass t _ t w FE S MIN. I /j y LI M\ �" i • \ ., \LP /WN ,e.snnr s.n,.. PROPOSED UTILITY P90PCSE0 METER __ VIN FE �12, POLE METER _ s vm TEST HOLE -_L 5'MIN. LOCATION y � _ _D__ w ED e,F PAVCrcv= LOCATION MAP SCALE.1 =350t 4 PROPOSED W HEAD .` N ELECTRIC GI NEW SUFFOL K A VENUE ° s (So WID£> SEE ATTACHMENTS) v` I .V'vT raa „_._-b,—�_ —>_ —. ...—f— >,—_�. —n__�.- „{r--a._—°.—_._—,,._-_•_ —�.—�—o-_ _r—a—�..—d— _ i LONE MOV SITE PLAN LFCFNO: SCALE. 1.=3o HYDROACTION I/A OWTS PROPOSED BIIIIDWG Fw % PRarOSED Asvwu DRrvexAr SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES .Mo _Cal uxE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A --11--DmTWO CONTOUR SINGLE FAMILY RESIDENCE ONLY 1/2/4/23 s/23 uP AS PER SCOHS COMMENTS 1//4/26/22 CFD PR"Posen COMWR TEST HOLE UATn 1 FP M PER SCOHS COMMEN S 122 CFO FM\'� PRpPaFD HYORO-"GI'ON M" VA W"IS ncowxM Gel. se XCAVATION INSPECTION REQUIRED DATE BY DESCRIPTION AMBm,. BY V \l Fe4m9 20.2M 080 PROPC6ED p5IR18NWN/SWPJXG BO% ° _�; PRDPo DYHWW Mk OPo EL.,E FOR SANITARY SYSTEM DATE 2/15/2023 H.S. EF. NO. R-22-236B REVISIONS DwRK BROWN LOAN (00 TOWN OF SOUTHOLD WE BY HEALTH DEPARTMENT By odead SUFFOLK COUNTY NY Y 2; PRONSDT FUNI2 EYP.W90N BRGyN SILTY SAND ISM) FOR MAXIMUM OF� 4 BEDROOMS n q —FROTVYD UNDERIROUND OLECTIC SEANCE: GREY CLAY(CLI 13105 NEW SUFFOLK AVE. °"�""NzINC EERYI� L PALE B40 N FINE Se HD I$°, EXPIRESTHREE YEAR FROM DATE OF APPROVAL !I e•i PROPOSED W.MAN,IE fYb.L MH EW0 LRFA EL +O B' ICY 00 moFosEoW.DRNNY6PDDLWRND,Nnoom - PS(OFN PROPOSED SANITARY PLAN Wi iER IN `t' lEST HIXE PALE BROWN FIND SAND C-I Design Professional's Certification Required. 4 cW A 0 t o o UTILITY IWL i3 Submit P.E.or R.A.Certification Far ' "� m " L K. MCLEAN ASSOCIATES P.C. n O ro EDGE OF PAV OIT The Installation and Construction of the Sewage Disposal System CONMIWO gEMRB Ql SOOIX WAIRY R4 PMWIMYFN.RW 1OW 1171. m IA WATER,W,m °M °b p. Imo.; C FIRE HYDRANT ELEVATIONS ARE REFERENCED NAVO IB89 ReI9rcB BY MF�CFD swM: AS NOTED sxen No. W A WATA WLVE 0' ®„ Use Form W M-073 2 7 wee" ` RIOVA� or—e,. MF De1.: DEC 2022 S 1 c ONME IIFID TER AWE" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ADP,o•.B Br. RGD FR.Nu. 2zt 48.000 Ii F F:13.8 10'X 15"Q0A2i1E TOP OF RIM TOP OF RIM ENCLOSURE WITH COVER F- ELEV. 11.4 f— ELEV. 11.4' STOPPER OR ENO PLUG I POLYLOK 20" COVER GRADE-11AO 1 MIN. 4" DIA EL. 11.33 SOR 35 PVC PIPE PITCHED MIN 1/8" PER 1' INV,9.03 POLYLOK 6" RISERS MIN. 4" DIA. CONTROL PANEL AND AIR PIRR MEN 4'CIA SOR 35 PVC PIPE POLYLOK TRIBU 20'ON IN MLYETNYLEIIE ENCLOSURE SOR 35 P6 PIPE — . /� PITCHED MIN. DISTRIBUTION 80% ON PRECAST CONCRETE PAD PLC CONMPRE PRCHED MIN. 1/4-PER 1' '/8" PER 1' ENDCAP TYPE IPBO COMPRESSOR LEVELING DEVICE GIST IRON PIPE TO PENEITWTE 11 4' MAX. FOUNDATON WALL MIN. 2' INV. = 9.29 I B U INV - 9.6 ` INV 9 '2 t - MIN. 4" PIA. PROPOSED ( SDR 35 PVC PIPE PITCHED MI EXSING FOUNDATION 1/8" PER 1' INV= 8.86 �� 2A0' BUILDING CONNECTION DETAIL I� aRI�MD MIN. 12" COMPACTED SAND OR AMRIMITTIMI CP4FWIL M,,U ELECCTRICALL SUPPLY 2" MIN. ABOVE PEA GRAVEL LEVEUNG PAD N.T.S. OUTLET INVERT CONTROL PANEL I I DISTRIBUTION/SAMPLING MANHOLE PMmLEwm 1 1- BOT. EL. 3.87 HYDRO-ACTION AN-400 440 GPD SEPTIC TANK CONCRETE COVER BELOW GRADE I/A O.W T.S. NOTES, 1. OWIS SWL.BE TESTED MR NMR TIGHTNESS PRIOR TO ARRNN.ON-SITE USING A MEWED APPAW§D By WE MM'UFOCNWR. 1'MIN, MAX. 2. ME DESIGN ENGINEER SMALL OBSERVE TIE O.W.T.S.PROR M BICNFW.MD DURING S15rF11 STWIVP.TIE CONIRIM IOR SHNL NOIRY THE OESIGN ENGWEDt OF IMICIPMED SCHEUIE a IFAST 48-HOURS IN MKMICE OF WORK.ME CONTRAGIMR SIWL NORFY SCDHS MR MSPECTON F/AS REQUIRED. L 2•_6 MAX. ]. T2 NNNPLrpR 9Ut1 PREPARE A LONPOCiE 3'BE OF ASTM CM ROD AT ME BORON OF THE EXCAVATION,.VAN SHM1 SET ME BIWE LEVEL RI WITHIN 1/W. ME COMMCfOR SMALL PIACE ME I/A O W.T.5 ON ME PKEPA SMD BE(AND/OR CONCRETE EU B WHERE NOFEG)AND$MALL SE(ME TM'K LLVp.M'W 6' THICK SLAB 1/a INCH MIN. 4' DIA, 1 4 WGUI1 UMMOIS SHOWN ME APPROXIMATE ONLY.IT IS ME REBPoNGRUW OF ME CONRACTOR TO VER,THEY LGEMONS SDR 35 PVC PIPE PRCHED 5. R IS ME RE5Wx510¢m OF ME CONTRACTOR TO RESTORE ANY OrsNRBED AREAS. MIN. 1/8" PER 1' INV.=8.63 G. NL SWNMW PIPING. SRNCNRES, .WO MEGGATFD APRIRIQLVICES SWL BE CpNSipUCim IN ACWRDI WNN SUFPOIN CWNlY Mo MMENT OF NOUN SERVICES Dh90N OF ENA NMEMN. OWWIY STAN M FOR APPROVAL OF PI.MS AND CONSIRUCNON ER SEWAGE w y 5P0L SYSTEM OTHER S ER ER MAN SINGUE-F"LY RESNFNCE$MITE J Y 21.2MO. I 7. ME ONSNE WA51EWATER MEATYENF SYSTE11 (OMITS) NSTM SHML HEAD APPNOP,B,,ENOOM AND S1WL BE A'AUMORZED INSiALI£R EMLHIS FROM SIFEU(COOK,OEPAMMFM OF NORM SEROCES B. ME OMB 1NSTAUEN SHNL ROOSTER ME ONSNE TREATMENT BYSIEM WIM SUFFMK GWMY DEPNtIMEXT OF IFALM. 9. AN CVECUIEO OPMATON AND MNMEMMICE CONIRUT BETWEEN ME MMNILWNCE PRONOUN MW ME PNOPERO'OWNER BHPLL BE PROVIDED TO SUFFOLK COUNTY CFI OEPAMMEM OF HDLLM SERVICES 10.A GWEME CRINMR SHA L NDT BE MSTNEED UFSIRCMA OF ME O.W.T.& 11.NL FIECIRM ONES MOM ME BUILDING TO ME I/A OWTS.WMMM PANEL SWL BE ENCLOSE M SCMDUIE 40 PA'MD MNNrNN A MINI&W EARTH COVER OF 2e UNLESS GFEMN COVER IS REQUIRE W MMISFACIURm. O• d•-0" I 12.ALL MR PENE RCNE INGO ME O.W.T&SX4.L BE SEXEA AND WA M TER TG . O n I I 13 WE I/A O.W.TS SEMLL VENT MROUGI ME GRANIY SEWER PIPING N ME OUSTING BUILDING NO ADGINKI VEILING 5 REWIRE. 3.0' CONCREM NOTES O 3.0, VINJ COLLAR I _ 1.CONCRETERAY MINIMUM STRENGTH: 4.000 P.S.I. 0 M S.�—(MIN.) I COLLAR I 2.ALL FRAMES & COVERS SHALL BE HOW DUIY,H-20 LICAG BEARING,WMERRGHT. INSECr-PROOF AND L BOTTOM OF OCKABLE 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY HOr EXCEED TWO FEET N HOCK. _ OYPJ yI POOL EL. 4.63 IY 4." LOCATIONS SHOWN ON THESE DRAWINGS ME BASED ON EXISTING UTILITY RECORDS AND ARE APPROKIMNIE ONLY. IT IS THE CONTRACTORS m � oZI i RESPONSIBILITY 10 VERIFY MESS LOCATIONS AS WELL PS OTHER UTIUDEB THAT MAY NOT BE SHOWN ON THE PLANS. 5.BACKRLL MATERIAL MUSE BE COMPACTED WRH A MECHANICAL COMPACTOR AT 6'LIM. 6' MIN. PENETRATION II INTO A VIRGIN STM'A ANY 6.CONTRACTOR SHALL.BE RESPONSIBLE FOR RESTORATION OF DISTURBED MEAS. v I OF SAND @ GRAVEL I 7.ALL LEACHING PC015 TO BE MSTALLEO AT ME SAME EI£VATON. 0 — 1 — — — — — — — — — — — — — — — — 3' MIN. ABOVE HIGHEST --EXPECTED C OUNOWATER MATERIIALLL CLEAN SAND AND GRAVEL _HIGHEST EXPECTED WATER ELEV.12_ ------------------------------- TYPICAL e LEACHING POOL DETAIL D D 1/25/0 MF AS PER EDHS COMMENT$ 1/24/22 Cm u DONE SHAPE FOR 1/d/ZS FP l5 pQt SC COMMENTS 1/4/22 CFO MAmMKI LEAD SMENGM DESCRIPRO MPROV. BY DDum BHAPE FOR GATE BY N a HANDLE ER EASY REM OF MUMNUM WeD SRENCM V SIZED TO FR M sMErc scREEx HALITE FOR EASY MNova OF REVISIONS REST 24-RIBER BMETY SCREEN TOWN OF SOUTHOLD SEE ATTACHMENT(S) E SUFFOLK COUNTY NY SRm TO m wsIDE F. 20-h c •zsae BE IIS'E➢wrtN OR wTNOUT OM S GRMs 13105 NEW SUFFOLK AVE. go WITHOUT SCRIENS 0 25 fIB 1AA'BE USE W1R1 OR FNE h SANITARY DETAILS I POLYLOK 20" SAFETY SCREEN A. °r o 1• POLACK 2O'A MGM PART NC.3009-ss L K. MCLEAN ASSOCIATES, P.C. 1,o POLYLOK 24" SAFETY SCREEN (OR APPROVED MU&) m_ K. T11GpRP3 NRmM GS IO BIA T1L S, 117u m POLACK NY HOPE PM NO.3W0-59 Nrs. '•PrPUM.a�a cry (OR MPNOVED muu) Cosique By. MF/CFD sm.. AS NOTED SI N. 397 ITMp�` Grown Br MF D.LM: DEC 2022 roM=.=a BA READ n•No Ste) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L 22148.000. AK-oeosn-1 AK-08095 -�`i OI6LHPNNP WINDS, � BLu w NOTE: ENCLOSURE -----1,MRTa¢/15D F.LA HINGE TO THE RIGHT I csz N ' p-s RFUT\p1�YP BAN1R' O 0 j NYP IMOTOR 150 EO fISV LA LRf-04 PLC INPI/f C8 g3' emZ ID V1Y �`- 4POR\PLLa RYW4 •_ TJ J j PJ 13/WP O n5V 1 ®; e -_ �.MOTOR/ SO ILA y '� PUN MD. C84 s •�" EIC4PFR OR END PUAG -AI, �COYi RA""� Y' 1 IS f916xF0 '9AtE OR•pINER 911IA91ECOYEIi - _.U_ �•NOiOi S,IXP�115V Y- �11ES CPIDEA Op pp � I Y LI A1APN •• •' aivLron:'a�rnox Ij � � -��PLC WPIR • •e•i•••••• Op yea.« i..•�•. ..��.. R SUE F-=-�3T^>_o PLC iNPlff - PfiLJ_ 4��L PILPLcWPurwomP r,- PLC WPUT -W wYE EP.VIn1 SPRAY? PIL INPUT J5 TYPICAL CLEANOUT DETAIL w aLu W NGIES:MAIN PANEL DWONNECT MUST BE PROVIDED BY INSTALER. N.Ts DASHED UNES IND{ATE KEYS NOT C099NEO W THE PANEL NOTES.NAM PANEL DISCONNECT. MUST BE PROP'01D BY INSTALLER FIELD A'IRWC NUS BE A YNIYRY De WC CGPPER WIRE DASHED LNES INDGT REVS NOT COWMED IN THE PANEL 1O PRESERaE Eh`/"MENTt RATING OF PANEL USE FITTINGS YY� RELD W.PING MUST BE A YIMMUM OF WC COPPER WIRE ME FUNS WRH SAME EMIROM1NENTAL RADNG AS ENCLOSURE ESEA+E TO PR EN'MONYENX RAP LS NC OF PANEL E FlTPNGS � TaERANccs OAR AND HUGS x1RH GAVE 0WRONIAWAL RAVING AS ENCLOGI:RE LRAI4i5.mLeuNRs eR•wx a wRE __— _ mmN+wu wRXM�x ��m SCHEMATIC. EIELYRICAL AK-080917-1 `""' Xn•" scHEMA-I, ELECRRICAL Ay xarFn �i wTrx N:mruw ( FULL AK-080917-1 PAGE .xc^ I As NO'ED NLLl aR-08091]-t - - a INDOORS I OUTDOORS PEONRtD TORWE FOR TERMINfl BLOCK SCREWS IS 16 N-@a. ELECTRICAL POWER ® ® ® PANEL ®�®�® I ONE 20A, 1-POLE CIRCUR ._._--I18•_--__-_—� BREAKER IN EXISTING PANEL 05.5A U I , a I CONRPOL PANEL 0967S- �f IN NEVA 4X TO ON-91E 1/A vi -•+Il. i EN RE OPTS u WRING SHALL BE �IAR3I S INSTALLED 9 {p Pl N P1 N P1 N Cl N 1 2 3 4 5 6 120 VOLT, 10 SERVICE TO HYDRO I DE 80 PVC ACUON CONTROL PANEL i COLOUR & SIZED AS REQUIRED. N 2 #8. Al2 GRD IN 1' PVC COLOUR sY,dml • y+�D _ FINISHED GRADE OWTS SINGLE LINE DIAGRAM 05 2986 N.T.S. V n i a a s g ^� • 1. B U IED NOTES: p i n 3 w 05.7991 1. BURIED ELECTRICAL POWER E PERFORMED SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. M a - - s ¢ r--- nc mvTca vArn 2. ALL ELECTRICAL WORK TO BE PFRFORVED IN ACCORDANCE WITH NEC. o � •n V �' Z - W s ' � )<i _ n/Nem cwnf65M 3 0 DO WiOMAIL M CONTPNm IN TMG ORAWINO 6 `\ COHFlDENTML A40 PROPflILTAPY TO yEFlIC PPOWL9 ILL. >r CHANGES TOLERANCES I DRAWN Br OAIE F mEu1 c N.9RIC11 wn1/R TERMINAL CONNECTIONS '— E n D iRA4'OONAL WiDLAI SFET]FlG11NE P ; D' I/25/23 ME p5 PER SCOHS COMMENTS 1/24/22 CFO B µGUES AS NOTED FULL AK-080917-1 I� I 1 1/4/23 f➢ AS PER WDHS COMMENR 1/4/22 CFO J p m" \ RATE BY DESCR MCM APPROVE Bl' 'b• Dt REVISIONS SEE ATTACHMENT(S) TOWN SO NY BILL OF MATERIALS BULLOCKLK COUNTY. NY rn REM wN PcscRNRI a1n I I I I 13105 NEW SUFFOLK AVE. ry c xslseosa Ax4Ry z4yxrtxxxzx AexMLnex mMNLne I b A 160052 TPNY•PPFAMYP 600 1 I _ I 00 O I3oW] NR,BXO]TPNR LONNERIX48TAMOlNX 1 �.� n o F0N<00-0 PNasoWP!1ATPOP CONPVLBTCXPLETC i "'� �D' tl� SANITARY DETAILS II L. K. MCLEANI ASSOCIATES, P.C. HYDRO—ACTION AN-400. 440 GPD SEPTIC TANK DETAILS ^R°a°'x� � �^° ' �°°° � O"°R11'°NT.S � ' " 0.z0Rz0 W. MF/CFD smle: AS NOTED! D,x.X By MF Dmv DEC 2022 S3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES V El Br. RGD n.NR. 22149.000 I N/F I BUILDINGS• // I ELfIPBEM G.MORRD'N AND KM ERNE G GOLDNER / / o / i c TRU5IEES OF BOTH WREVOGftE TRUSTS 2'25.00 PROPOSED 2 STORY RESIDENCE PLANTING N 89 22 44 L DEVELOPED / BED PUBLIC WATER 4 BEDROOM I\ 5'PVC FENCE FENCE 57N FENCE ON TREE ZONING -\' -- FENCE , - --FENCE - !'r -. I -- R-40 (RESIDENTNL) - 41 FENCE END 1 51 8' PRIVACY FENCE ENO OB'N , FENCE 25N-'fir-• LLL _ !— _ SITE DATA: -�' FEN[! 23'I '� FENCE \ \ FENCE B' ➢EER FENCE ,fFNCf 3 J'S COR 2 Y5 YI [OP 215 / SCTMR; f000-116.00-02.0p-14.000 \ _ \ / SRE AREA; 0.775 ACRE \ I GENERAL NOTES: 1. NO PRIVATE G SURFACE WATER OR CATERVNEDLANDS WITHIN OF OF THE PROPERLY. 4 O 5 0' 50' REAR YARD SETBACK 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN I50' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ME (('1 NO DRAINAGE 200'INAG OF THE PROPOSED SANITARY10-OSYSTEM 3. NO DRAINAGE STRUCTURES WITHIN D SIG ED MR SANITARY SYSTEM `y 4. PROPOSED SANUARY SYSTEM IS DESIGNED MR A TOTAL OF 4 9E)RDOMS. f \ SURVEY NOTES: IO O PROPOSED STONE DRIVEWAY 1 1. MEASUREMENTS ARE IN ACCORDANCE WITH US. STANDARDS, LIL I I 2 BEARINGS SHOWN ARE IN NEW YORK STATE PUN COORDINATE SYSTEM. LONG ISLAND ZONE. I ] I 3. ELEVATIONS SHOWN HERE ON REFERENCE HAND 19B8. l ) 15 0' 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF DW2 — — — — — — _ _ _ — — _ Slpp ti SECTION 7209. SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW. — — — — — — — — CONCREiT FAT10 YARD 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH µ ORIGINAL OF THE LAND SURVEYOR'S 'EMBOSSED'OR ¢ b ... •-r V 5 .OB - r- TSETBACK v CERTIFICATIONS SONSS NDI BE CONSIDERED TO BE VALID TRUE COPIES. EPARED ACCORDANCE WITH THE 6. CERTIFlCE N LAND D HERON SIGNIFY THAT THIS SURVEY WAS PR IN AC F D NES DEXISTINGV CODE OF X.---�T 2' PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW WYORKHOM STATE SURVEY I. P OF PROFESSIONAL LAND SURVEYORS. SAID ,:%�1V I- •,;' I y CERTIFICATIONS GOVERNMENTAL RNME RUN ONLY i0 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE n^ INSTITUTION CERURGUONS ARE NOT TRANSFERABLEING INSTITUTION TO(ADDITIONAL INSTITUTIONS OR 5 BSEOOENT OWNERS. GNEES OF E LENDING PROPOSED 2 STORY I . ). FIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. M5N ^ 2 B. THE SURVEY CLOSES MATHEMATICALLY. O q RESIDENCE yy S. UNDERGROUND UDLITIES IF SHOWN ON HIS SURVEY ARE ROM TILI AR MKOU LOCATED ON THE GROUND AND/OR 3 GARAGE 4 BEDROOMS W/ / I O 2 RECORD PLANS. BEFORE ANY EXCAVATIONUTI IS TO BEGIN.,ALL UNDERGROUND UTIES SHOULD BE VERIFIED AS TO THEIR I F.F.E.=11.8' UNFINISHED BASEMENT V / I LLI LOCATION. SIZE MID TYPE BY THE RESPECTIVE UFUTY-COMPANIES. �i W3 1 10.THIS SURVEY WAS MADE WITHOUT THE BENEFR OF A TITLE REPORT. SUBJECT TO ANY EASEMENTS, CONDITIONS OR 4 4.9 - F.F.E.=13.8' —� I ` ENCUMBRANCES AN UPDATED TITLE SEARCH MY REVEAL.. � U, m y (Y� T \ :•'a .r.." -' �''` SANITARY AWtN ROPOSCONTROL PANEL '• ,',. iir u., ' 21 I PROPOSED U.G. D£C R C AND AIR NOSE FOR WORD-AG110N SEPTIC S COVERED PORCH _ _ 4 T 250'SECON mow1; Q) u .-.,... - Y- YARD 5 K PROPOSED �10' CO 11N. IQ. 4 ^ ) DEAD UNDERGROUND END I \ WATER SERVICE MIN. �� I- _ - - - _ - - - - - _ _ /� PROPOSED DB\ / UNDERGROUND 10' yT NI ¢ 1 S ELECTRIC SELE \ MIN. I40 I,PRIMARY FROM _ / I ~S I1'' i•• L7•. T MN. F / `�1�/ e• '( �N• �i 1 _-.—I���� PROPOSED UTILITY WATER POLE M ETER /5MI 5'MIN 4 S1.y��J N, ^. 1 a BROKEN l O G 4 W EDGE OF vOODS _ f l - I 1,( j \ MON 0 a,a ` _''"-'�'-•M v.nN-� - - - .- - - ,�";T •� -- yl \ ASLJlJJJIA 1_.'r_YA - \ EDGE OF PAVEMENT/ LOCATION MAP PROPOSED OVERHEAD — — — — — F+£CTR 4 NEW SUFFOL K A VENUE 66 a (50' WIDE) IC II IUILo N NYI aq w w—w—w—o--w—w w w w w-do- -w�-" --- MAR U y 0923 N - © - C1 CON: MON SITE PLAN dulLullmuutPl. SCALE: T--3D' TOWNOFSOOTHOLD a LEGEND' R 5 z STORMWATER DRAINAGE CALCULATIONS LOT COVERAGE CALCULATION L0 m PROPOSED BNNL F.x i I� RrO IIR D 09ew em I.TIDNR Han.r ,3267 an SF ' •^ PROPOSED ASPHALT DRIVEWAY (2- MIN EVENT) 'TOTAL- 3.267.00 SF C F,1���` PERVIOUS NE DRIVEWAY(DWI) - 2,165 SF PROPERTY - 33750 SF _ STONE r '°1Ew 0_ �RDPERIY ME �( p ICE% fi5 X 0.5)- RARN 5 LET COVERAGE - 3.267.00/33.750 -B.fiBB< 20% (OK) a -11--Etl6'1NL CONTOUR t OB55 Y 9'/12 fR<INPALI- IfiD.BZ.DE � A � O� a �moFOsm CONTRA TEST HOLE DATA F i IMPERVIOUS ROOF+ PATIO (DW2+DW3) - 3.737 SF ` w rn`� PFWOsm HYDRO-Ao.µ-..a v.ORES NFOPWId 4soIAW1IF. C-(3.737 X 1)- 3.737 * DATE BY DESCRIPTION MPROV. BY j DBO PROPOSED NSTFBM mIIN ON/sPG 00% Febwy 20,40E 3737 X 2-/I2' MAINFALLL 622 BJ CF * REVISIONS 1r1 PROPOSm SNBTAFI'LFACHNO Pom I EL a.9' PROPOSED DRAINAGE CALCULATIONS. TOWN OF SOUTHOLD —!—PROPOSED SANITARY PIPE r DARK BROWN LOAN IOU _ Cx- / .N) P.Wmm FUTURE E.PANSwN BOWN SITY BAND ISM) 11 (DWI) SU FFOLK COUNTY NY D -- R 180.92 0.92 C CF REQUIRED E{/ --PROPOSED welm SEPWCE E"' q lRO DRYwE1- IBD 92 cF/flea FF/NF- 2.69 vF = 13105 NEW SUFFOLK AVE. 3 p �ROPOSm NAERGROUNp EIECNIC SERVICE GREY CLAY fCLI PRWIDE (I)10N LEACHING SIItUCNRES B 4' DEEP 7397 V 4 -a1-4POPOSm MmxUa ELECTRIC sOmCF L PALE BROWN NNE SAND ISPI Q re•) PROPOSED 0'.DRAINAGE POOL WITH SOLD COVER EL.,, LT' ROOF + PATO (DW2+DW3) 6228] CF REQUIRED V ��ESSIO�pi PROPOSED SITE PLAN • PRWOSm BY ORNN.GE vaDt WIN OPEN CWDf PALER IN 10'e ORIVI - 622 RT F/6B a PF/VF- R TINE -. Z PALE BROWN FIVE SAND ISP) PRWIDE (2)f00 LEACHING STRUCURES D 6' DEEP 1 Q TEST HOME LOCAIbN -D a O UTILITY POLE 13' CpNSDK. pMCLEANSmASSOCIATE ,KOKAWt P.C. V LL EDGE OF PAVEMENT B Wh"METER, N.IRA.e By. MF/CFO scm. AS NOTED D m v FIRE HYDRANT ELEVATIONS ARE REFERENCED MAYO Me „�_ A WATER VALK j - MEIMYPWxD WATER - .. �� M�='w"°tww 01R.I1 BY. MF D.lr. DEC 2022 G`1 �j — OVEPIIDD WIRES ,W.0 A p-ro a, RGD IT.NO 22148.000 L SURVEY �l qQINIF OF MAY O 2 2021 ELIZABETH G. MORROW AND KATHERINE G. GOLDNER, I 43 DESCRIBED PROPERTY TRUSTEES OF BOTH IRREVOCABLE TRUSTS I - STTUATEAT —— 8ulwilibl)t � 0� CUTCHOGUE I TOWNOFS0117Fi I D 225.00, I ul 7 P;r me N 89'22'44' E TOWN OF SOUTIIOLD SUFFOLK COUNTY,NEW YORK 8 Aa KKE �w a �am¢'rawx_9i—x �e f —xa—�•xra�—x —x —x �+ •� i ma:exx .s AREA OF PARCEL = 33,750f SOFT. OR 0.775t ACRE i .aa i wMt N� o a MEA9UREMENSAREINACOOROANCEWRHU.S.STANOgROS Q axn h I .aA, i I 2 9ENUN035NOYMAREW NEWYORM STATEPIANECOOROUTAIESVSTENNADSt I �• I I LONGrsfArmzoHE. I � g I i m O 3. EIEVATRINB RSEItENCE NAV01888(GEOIDiTAL rz E nan O e � W 9. UNAUIHORREO AITERATIONORADOIT1JN roASUReEYM1WPBEARINGAUCFJISED LllIDSURVEYORSSFAITPW"[ATIONOFSKIIONTMB.SUSOMSiONR OF IHE nun u NElVYOWCSTATEF�UGNTlONIAW. a ¢52 .a„ a W 5 OMYCOPB:S FROM DIEOR(GINALOFTM95URVEYIMRREOWIiHANORIGINAL OF Q 3 _____________6]Jc_________ �N TNELANOSmVEYORS'E mOSSFD'ORVIXEp'SEA SNALL ECONSmERED TORE Q W • CONCRETE r 2 ti VAIIO WUECOPIE9 f0 q FOUNDATION I q� 6. CPARFICATIONS WOI711 CATED NERSDNSIGMFY DWT WX SURVEY WAS PREPARED PI 04 ^ I I W > NWGPTRE�U9 ETHE VV RRK MTECA5 WATION DFP OROFFES�S LMD SURVEYORS.SA00ERfIFICATNNSS pufiomy OTNEPERSONPoRVMON • mzsu,?VEYISPRPJAREOANDONHIsBEIW 707WTMECONJ+ANY, I Q Q N%m a p � GOVERNNEMALAGENCYM91EflOMG mSRNTiONIATFD HEREONANOTUTHE � • nun 2aS f\ ASSIGNF250F P1EIENOINGINSRIUJION LERIIFICATiONSARE NOTTIWISFERABIE 2 ___--_______ roaoDfrroNN.wsmVnorvs oR sossEouENrow,m+s. no-° °,zr nun o n un� aun � 7, fNC,MSOFWAYNOTSHOWNATlE NOTGERTWFn TNESURVEYCLCSESNAWENIII y.. I I � 9. UNOEROROUND UTWRESIFSHOVMON iH195URVEYAREFROMUm?YMANKOUT an aau I BO W,DONTHEGROUNOANDg ESMCOPUNS.6EFOREANYE%UVAD MN, I � � SEGW,AIL UImERGROUND IITB.tRES SHOULD 9EVERIREDAS TOII�m IOCATWN I a c I S�ANO TWESYTNERESPECTNEUlRffYCONPANeaS I I I •� to,, WMSURVEYWASNAOEWRHOUTTNEBENEFROFATTR£REPORr.91BRLTro ANYFASEUENi9,WWMONSCIIENCUMBRANCESANUPWTE =ESEARCHIMY WG NaII � m SR m tRE£RDDT LEGEND o zm er Aw a,a J o am r&57-• 3PoT ELEVATIONS a xa .aT6 5�L p.........uTNTY P E tF av ENS a<wvO2nT - o aez a w EP .........EDGE OF PAVEMENT ® . ........VATFR METER s ,. . =A• NEW-,SUFFOLK AVENUE w Al ^m 15 . ... ....ME HYMANT -- — < (50, VIDE) 63 -••• -VATER VALVE �— .. .. ..TOP PO NTION Nxua. ql U V B—®I dl OI DI- ,IL'• •...••• IP'BERGROINO VATER DI W a'��� �� y b^••...••• DVERHfAD VIREs Tmc Nx L REVISIONS E N ICGBOV.DY V Y15[ONS SUBJECT TO RIGHT-OFWAY.' OF NE Town of Southold '�F- {y ' Suffolk County. New York TOGETHER W?HA FREEAND UNOBSTRUCTED USE IN COMMON WITH ,gyp YD OTHER OWNERS OFA RIGHT-OFWAYFOR PASSAGE ON FOOT OVERA h �R" "�� 13105 Nea Suffolk AVenU.O CERTAIN PRIVATE ROAD TWO RODS IN MOTH RUNNING FROM NEW * Q, �^� ��i Cutho ue, New York SUFFOLKAVENUE INA SOUTHERLYDIRECTION TO PECONIC BAY.SAID I� "Mu•S1 r '% * AS-BUILT FOUNDATION SUFFOLK COUNTYREAL PROPERIYTAXMAP RIGHT-OF-WAYBEING BOUNDED ONTHENORTHBYNEWSUFFOLKAVENU LL y I hereby wfify that this map was motlefiwn en aefuslsurvey camplefe6bym wQ4rdW023. L. K. McLEAN ASSOCIATES, P.C. DISTRicr f000 ON THEEASTBYLAND NOW OR FORMERLYOFBEVERLYKING;ON7HE , ,J� CONSULTING SNmNESRS G TAND SO WfDRS SECTION 116.00 SOUTH BYPECONIC BAY,ON THE WESTSYLAND NOWOR FORMERLYOF f' asT m. wDlrr9v Ronn. sRoomAvm+.Tm Yose BLOCK OZOO THE ESTATE OF GEORGE H.CASE,DECEASED. !� 050326 q0� �o�rNfit0. 7 -aJw t_ +•-,+r. rJf�NR t z^' 1 LOT 0f4.000 Lh. _.A�`c• TAMARA L STILLMAN,ALS. s.T u• e+. n,�. oaaeieon wvaas000 IL85 x..DrraM aw o tams�.uu<r<r wPeur..aN:teznaam Araee ram r s+snieazz en My IMIn,w.a.r.. �KL��VI NVSPLS Na 50528 m...e x,.Ts In.x. eaaaaco L "/F ELIZABETH G. MORROW AND KATHERINE G. GOLDNER, SURVEY TRUSTEES OF BOTH IRREVOCABLE TRUSTS OF PL SAG N 89•zz'44' E 22soor DESCRIBED PROPERTY 5'PVC FLME s,N x SITUATE AT 7 i 0'PPRIVACY FEWE Ora" �X ��T, ��X�E LW TREE N� CUTCHOGUE IONE 2 x B'DEER FOCE x Mi l/t& tt gas r>at[zs�+ i �5 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 0 0 0 1 I AREA OF PARCEL = 33,750t SQ.FT. OR 0.775t ACRE I DV3)E'er I NOTES ()LIL. `—/ DSl4 O 1. MEASUREMENTS ARE INACCORDANCE MTHU.S.STANDARDS. DVz ' SAO' 2. BEARINGS SHOWNARE INNEW YORK STATE PLANE COORDINATE SYSTEMNA08g LONG ISLAND ZONE. ROGI OVER / 4 STOW PATIO � 3. ELEVATIONS REFERENCENAVD 1988(GE01012A). s 252' o n 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S Q 3 5z3 +ui ® ll�ti SEAL IS VIOLATION OF SECTION 7209,SUBDIVISION 2,,OF THE NEW YORK STATE EDUCA77ON LAW. OQ ^ WINDOW Wti 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED MTHAN ORIGINAL OF THE LAND q ti 6RAVCL DRIVEWAY c ¢ 2 STORY YELL Z~� SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. 3 I b FRAME HDUSE I q' (ti I #13105 av OHC I LLI j 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED INACCORDANCE o ) h o SLAB p % ¢ WITH THE DUS77NG CODE OFPRAC77CE FOR LAND SURVEYORSADOPTED BY THE NEW YORK STATE s o VANE q ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE %0 PERSONFOR WHOM THE SURVEYIS PREPARED AND ONH/S BEHALF TO THE 7TLE COMPANY, t"f'o, % GOVERNMENTAL AGENCYAND LENDING INS77TUTION LISTED HEREONAND TO THEASSIGNEES OF THE zxrSTI• 27.6' ARMPN6 ^ LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR STONE PA770 'V'"wRP' LSUBSEQUENT OWNERS. 1(DV1�F= , 7. RIGHTS-OF-WAY NOT SHOWN ARE NOTCERTIFIED. D£AD EAD � ST-1 y 8. THE SURVEY CLOSES MATHEMATICALLY. WITH o I WOODEEE E E� J Box PS I 9 UNDERGROUND U77L)TIESIFSHOVAY O I UNLITYA44RKOUTLOCATED ON GROUNDANNORR RECORD PLANS.BEFOREANYEXCAVAnON SNOBEGIN,ALL UNDERGROUND UTILITIE SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE RESPECTIVE UTILITYCOMPANIES. J ` 10. THIS SURVEY WAS fAADEWITHOUTTHE BENEFIT OFA TITLE REPORT.SUBJECT TO ANY EASEMENTS, lLp2 CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY REVEAL I \ ' SUBJECT TO RIGHT-OF-WAY. 1 f 72 SET PIN TOGETHER WITH A FREE AND UNOBSTRUCTED USE IN COMMON WITH OTHER OWNERS WCAP OF A RIGHT-OF-WAY FOR PASSAGE ON FOOT OVER A CERTAIN PRIVATE ROAD TWO(2) S 89#22744' W 2P5,OOY RODS IN WIDTH RUNNING FROM NEW SUFFOLK AVENUE INA SOUTHERLY DIRECTION T1 PECONIC BAY.SAID RIGHT-OF-WAY BEING BOUNDED ON THE NORTH BYNEW SUFFOLK I/OL R4'S AVENUE;ON THE EAST BY LAND NO W OR FORMERLY OF BEVERLY KING;ON THE SOUTI BY PECON/C BAY,•ON THE WEST BY LAND NO W OR FORMERLY OF THE ESTATE OF EDGE OF PAVERMT GEORGEH.CASE,DECEASED. g v vj— v V tor NEW yo NEW SUFFOLK AVENUE �a0 (50' WIDE) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS—BUILT SANITARY APPROVAL OF CONSTRUCTED WORKS FOR DISTANCES FROM ASINGLE FAMILY RESIDENCE CORNERS OF BUILDING LEGEND 'tS, 050528 A B Date 1 0121/2 0 2 3 R-22-2368 x8.57- ••�-� � � -SPOT ELEVATIONS OS - - ------ �SANfTARY HANNOLE H.S. Ref. No. _ �car,Ds ST-1 20.5' 14' CENTER OF 3rd COVER -0 . ....... .UTILITY POLE DQ• ••. • GAS VALVE DBOX 27' 18' CENTER OF STRUCTURE EP • .. .... .EDGE OF PAVEMENT ®. ' '' '' ' ELECTRIC METER The sewage disposal and water supply facilities at this location have been LP1 34' 27.5' CENTER OF STRUCTURE ® . ..... . . .WATER METER . .. . -DECIDUDS TREE inspected and/or certified by this Department or other agencies and found nA7E RY nascR PnoN APPROY. to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. REVISIONS LP2 52' 42.5' CENTER OF STRUCTURE 17 • •• •• •• •FIRE HYDRANT GF £L•. . •.• .• •GARAGE FLOOR ELEVATION fl I MI Town of Southold LP3 38' 26.5' CENTER OF STRUCTURE A . . .•..•• •WATER VALVE FF £L. • •••. •• FIRST FLOOR ELEVATION � .; !�� t Suffolk County, New York —V.. . ...... .UNDERGROUND WATER AVC. . .... .. .AIR CONDITIONER / ^� 13105 New Suffolk Avenue ter. ....... . —':—. . .•.. .. .UNDERGROUND ELECTRIC CRAIG KNEPPER, RE, CHIEF 00001; i'►L!i I. Cutho ue, New York SUFFOLOVERHEAD WIRES Office of Wastewater Management SANITARY AS—BUILT DISTRICT f000 COUNTY REAL PROPERTY TAX MAP GRAPHIC SCALE 30 0 15 30 60 120 L. K. McLEAN ASSOCIATES, P.( DISTRIC SECTION 116.00 1 1 1 1 1 1 CONSULTING ENGINEERS k LAND SURVEY( BLOCK 02.00 437 SO. COUNTRY ROAD, BROOKHAVEN. NEW YI 014.000 . cdsLOT ( IN FEET )1 inch = 30 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Kromer Dn o„= oBi3vm23 I (L ePT.o.,a er T.L.S n�Nw 22l48IX0 i Generated by REScheck-Web Software Compliance Certificate Project 13105 NEW SUFFOLK AVE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 13105 NEW SUFFOLK AVE JOHN ZOUMAS ROBRT HIGGINS ARCHITECT CUTCHOGUE, NY 50 hidden acres path Wading river, ny 11792 631.208-3351 RARCHIBOB@AOL.COM Compliance: Passes using ILIA trade-off Compliance: 12.1%Better Than Code Maximum UA: 637 Your UA: 560 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-an-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. meter —1 Ceiling: Flat Ceiling or Scissor Truss 2,063 30.0 0.0 0.035 0.026 72 54 Wall:Wood Frame, 16" o.c. 3,475 21.0 0.0 0.057 0.060 147 155 Door: Solid Door(under 50%glazing) 93 0.250 0.320 23 30 Door 1: Glass Door(over 50%glazing) 128 0.300 0.320 38 41 SHGC: 0.30 Window: Wood Frame 668 0.300 0.320 200 214 SHGC: 0.30 Floor above garage: All-Wood joist/Truss 984 38.0 0.0 0.026 0.047 26 46 Floor above basement: All-Wood Joist/rruss 2,063 38.0 0.0 0.026 0.047 54 97 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed b 'Iding has been d ed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mand quir s listed in the REScheck Inspection Checklist. ROBERT 2CWI:r S A-'rl-I N)GG!Nd3 J l3 G Zo Name-Title ITev� Signatup Date Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 1 of10 Project Title: 13105 NEW SUFFOLK AVE Report date: O1/31/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web -Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section • 1 1 Plans Verified' Field Vedf led- ' #' . Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies ,Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ' [PR331 (lighting and mechanical systems. ❑Not Observable V (Systems serving multiple ❑Not Applicable idwelling units must demonstrate compliance with the IECC , Commercial Provisions. - 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr I Btu/hr :❑Does Not [131121' on loads calculated per ACCA Cooling: Cooling: jigManual J or other methods Btu/hr_ I Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable j j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 3 of10 'Section . - - - " '- • :. - - -: .•< , ' = -. # Foundation Inspection -Complies?: 'Comments/Assumptions A Reg. 3M2.1 . A protective covering is installed to ❑Complies Requirement will be met. [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below U, grade. I❑Not Observable I❑Not Applicable 403.9 jSnow-and ice-melting system controls 10complies Requirement will be met. [FO1212 installed. ;❑Does Not i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 4 of10 Sect[onl Plans Verified "'Field Verified " ' '` • - # Framing/ Rough-in Inspection Value Value - Complies7 Comments/Assumptions & Re .ID - 402.1.1, Door U-factor. U-_ ; U-_ ;❑Complies ;See the Envelope Assemblies 402.3.4 IlDoes Not table for values. [FR1J1 ;❑Not Observable ❑Not Applicable 402A.1, Glazing U-factor(area-weighted U-_ U-_ ;❑Complies See the Envelope Assemblies 402.3.1, average). I :❑Does Not table for values. 402.3.3, 402.5 ;❑Nat Observable [FR2J1 ;❑Not Applicable 303.1.3 U-factors of fenestration products - '❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not d with the NFRC test procedure or ❑Not Observable (taken from the default table. IE]Not Applicable 7FRin barrier and thermal barrier ❑Complies Requirement will be met. talled per manufacturer's ❑Does Not tructions. []Not Observable ❑Not Applicable 402.4.3 1 Fenestration that is not site built plies :Requirement will be met. [FR20]1 !is listed and labeled as meeting ❑Does Not V AAMA/WDMA/CSA 101/L5.2/A440 ❑Not Observable �or has infiltration rates per NFRC �400 that do not exceed code " " ❑Not Applicable limits. ' 402.4.5 i IC-rated recessed lighting fixtures {❑Complies ;Requirement will be met. [FR16]' sealed at housing/interior finish - ' ❑Does Not and labeled to indicate s2.0 cfm - leakage at 75 Pa. ' ❑Not Observable 111Not Applicable 403.3.1 (Supply and return ducts in attics • - - ❑Complies ;Requirement will be met. [FR12]1 I insulated >= R-8 where duct is _ _ ` _ ❑Does Not U >=3 inches in diameter and >_ []Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of - ❑Not Applicable j the building Insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter - ❑Complies ;Requirement will be met. [FR13]1 I boxes are sealed with . ❑Does Not CO) Ijoints/seams compliant with International Mechanical Code or []Not Observable International Residential Code, as • ❑Not Applicable applicable. 403.3.5 Building cavities are not used as [ Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable IE]Not Applicable 403.4 HVAC piping conveying fluids R-_ R-_ ❑Complies ;Requirement will be me[. [FR1711 ` above 105 vF or chilled fluids ❑Does Not `J below 55 vF are insulated to zR-3. ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 piping. ❑Does Not 'J []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-_ ; R-_ ;❑Complies ;Requirement will be met. [FR18]1 zR-3. ;❑Does Not nJ ;❑Not Observable :❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 5 of10 Section - , ` :- "- ': :plans Verified . Field Verified- - #. ' , Framing'%,Rough-In Inspection Value " - Value - ±Compiiest Comments%A"ssumptioris & Req.ID, - _ - 4U3.6 Automatic or gravity dampers are - ❑Complies :Requirement will be met. ]FR19]2 installed on all outdoor air [-]Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 6 of10 Section. . - - Alan's Versified 'Field Verified # - "Insulation Inspection — - Value Value Complies? , Comments/Assumptions 303.1 - All installed insulation is labeled - ' ❑Complies ;Requirement will be met. EIN1312 or the installed R-values ❑Does Not provided. 1E]Not Observable J❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ! R- ❑Complies ;See the Envelope Assemblies 402.2.6 ;ElWood ❑ Wood ❑Does Not ;table for values. [INl]1 I ElSteel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, Floor insulation installed per []Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and - ❑Does Not [IN2]1 In substantial contact with the (vy underside of the subfloor, or floor [_]Not Observable 'framing cavity insulation is in - ❑Not Applicable contact with the top side of ' sheathing, or continuous - insulation is installed on the underside of floor framing and 'extends from the bottom to the Itop of all perimeter floor framing , members. 402.1.1, ;Wall insulation R-value.11f this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, (mass wall with at least'/�of the ❑ Wood ❑ Wood j❑Does Not ;table for values. 402.2.E wall insulation on the wall Mass Mass [IN3]1 exterior,the exterior insulation '❑ ❑Not Observable (9 requirement applies(FR10). ❑ Steel ❑ Steel �❑Not Applicable 303.2 Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 (manufacturer's instructions. - - ❑Does Not ,' ❑Not Observable ]EINot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 7 of10 . Section -� •� ' . -. . r-" • - -- „Plans Verified •'Field,Verified ` #' Final Inspection Provisions - •Complies? "Cbmments/Assumptions &Re .ID - - Value- `,_ ," ,Value,. ,. 402.1.1, Ceiling insulation R-value. I R- R-— ❑Complies ;see the Envelope Assemblies 402.2.1, ❑ Wood El Wood ❑Does Not table for values. 402.22, ❑402.2.6 Steel ❑ Steel :[]Not Observable ' [FIl]1 ❑Not Applicable 303.1.1.1, (Ceiling insulation installed per . _ 1❑Complies :Requirement will be met. 303.2 :manufacturer's instructions, c , „ ❑Does Not [FI211 :Blown insulation marked every 300 ft2. - - .. ❑Not Observable : ❑Not Applicable 402.2.3 Vented attics with air permeable - - - ❑Complies :Requirement will be met. [FI22]2 , - insulation include baffle adjacent - :. • ❑Does Not - to soffit and eave vents that extends over Insulation. - - - ,Not Observable _ - ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R- ❑Complies ;Requirement will be met. [FI311 !insulation all-value of the ❑Does Not :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 =_ ;❑Complies :Requirement will be met. [FI1711 j ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ❑Complies :Requirement will be met. [FI27]1 jdetermine air leakage with ; ft2 ft2 ❑Does Not !either: Rough-in test:Total leakage measured with a ❑Not Observable I I pressure differential of 0.1 inch I❑Not Applicable :w.g. across the system including jthe manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch Iw.g, across the entire system :including the manufacturer's air !handier enclosure. 403.3.4 ;Duct tightness test result of<=4 I cfm/100 cfm/100 ❑Complies !Requirement will be met. [F1411 cfm/100 ft2 across the system or ft2 ft21JDoes Not <=3 cfm/100 ft2 without air ❑Not Observable :handier @ 25 Pa. For rough-in ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 !Air handler leakage designated - - - ❑Complies :Requirement will be met. [FI24]1 I by manufacturer at <=2% of - - - - _' ❑Does Not ldesign air flow. - ❑Not Observable - _ ❑Not Applicable 403.1.L Programmable thermostats - �J❑Complies !Requirement will be met. [FI9]2 installed for control of primary - - - - , ❑Does Not heating and cooling systems and - - initially set by manufacturer to ` - - ` ❑Not Observable I -' -]code specifications. ' , " ,i❑Not Applicable 403.1.2, , Heat pump thermostat installed - II❑Complies (Requirement will be met. [FI1011 on heat pumps. -�❑Does Not - I❑Not Observable f ❑Not Applicable 403.5.1 Circulating service hot water J❑Complies ;Requirement will be met. [Flll]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable I❑Not Applicable I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 8 of10 Section _ plans Verified Field Verified " # "Flnallnspection Provisions `complies? Comments/Assumptions &Req.ID - Value Value ., '; , 403.6.1 - All mechanical ventilation system ` r❑Complies ;Requirement will be met. [FI25]2 ifans not part of tested and listed - , - j Does Not 1HVAC equipment meet efficacy and airflow limits per Table i❑Not Observable 11403.6.1. - �❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI261 through one-or two-pipe he []Does Not systems have outdoor setback _ control to lower boiler water - []Not Observable - temperature based on outdoor - ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems [ Complies ;Requirement will be met. IF12812 have a circulation pump.The ❑Does Not system return pipe Is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- []Not Applicable syphon circulation systems are { not present. Controls for circulating hot water system j pumps start the pump with signal j for hot water demand within the occupancy. Controls - automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. - - 403.5.1.2 Electric heat trace systems - - ❑Complies ;Requirement will be met. [F129]z comply with IEEE 515.1 or UL _ ❑Does Not 515.Controls automatically adjust the energy input to the - - []Not Observable heat tracing to maintain the - - ❑Not Applicable desired water temperature in the - - piping. ) 403.5,2 .ii Demand recirculation water ` -❑Complies Requirement will be met. [F13012 - isystems have controls that - [ - - j❑Does Nat ii manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water - ❑Not Applicable piping to <= 1049F. - • ) 403.5.4 Drain water heat recovery units '❑Complies ;Requirement will be met. [FI3112 tested in accordance with CSA - []Does Not 855.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units< 3 psi for []Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. - 404.1 90% or more of permanent JOComplies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not [-]Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have - ❑Complies ;Requirement will be met. [FI2313 no continuous pilot light. ❑Does Not ❑Not Observable ; ❑Not Applicable 401.3 JCompliance certificate posted. • JOComplies ; [FI?]= ❑Does Not []Not Observable J❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 9 of10 Section- ,= Plans Verified - `Field Verified ' # - .Final Inspection Provisions Value Value - "rnpile=? Camments/Assumptions & Re .ID I • ' 303.3 Manufacturer manuals for Rot omplies :Requirement will be met. (FI1813 mechanical and water heating oes Not systems have been provided. ot Observable Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 13105 NEW SUFFOLK AVE Report date: 01/31/23 Data filename: Page 10 of10 �( 2018 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date• Comments Km R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND MIN. UNIFORMLY DISTRIBUTED LOADS EXTEND FROM THE LOWEST EDGES OF FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE USE LIVE DEAD BASED ON TABLE R602,3(1) NAILING SCHEDULE ° o EXTERIOR WALL LINE OF THE BUILDING. LOAD LOAD ° ON ROOFS WITH SLOPE EQUAL OR GREATER ° 5 8d Nails Uninhabitable attics without storage 10 NUMBER AND TYP DESCRIPTION SPACING AND W ° each end THAN 812,THE ICE BARRIER SHALL ALSO BE OF FASTENER LOCATION APPLIED NOT LESS THAN 36"MEASURED ALONG Uninhabitable attics with limited storage 20 10 THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING 0 0 4-8d BOX (2-1/2")OR IN TOP OF PLATE Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 0 0o Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 3-8d BOX O (2-1 2")OR EACH JOIST,TOE NAIL O Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL Guard in-fill components 50 4 SEE TABLE R802.5.2 CEILING JOISTS ATTACHED TOPARALLEL FACE NAIL O RAFTER HEEL JOINT passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR Simoson 2.5A Hurricane Tie OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Rafter to Header TYPICAL ROOF CONSTRUCTION Rooms other than sleeping rooms 40 10 CLASS AASPHALT ROOF SHINGLES W/ 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND NTS FASTENERS PER MANUFACTURERS SPECIFICATION Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Q U AND R905 OF THE NYS CODE. OF EACH RAFTER OR TRUSS LEDGER FASTENED TO WALL STUDS UNDF_RLAYMENT AS PER SECTION R905.1 A & Stairs 1 40 20 4-16d Q wl (3)SIMPSON 1!4"SIDS WOOD SCREWS INSTALLED PER TABLE R905.1.1(1) 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL W >— AT EACH STUD Roof RAFTER FASTENED TO LEDGER w/ (NOTE: DOUBLE UNDEICE&WATER BARRIER AS PER SECTION R905.1.2 3 16d Box OR IS REQUIRED (3)10-d EA.RAFTER FOR ROOF SLOPES BETTWEEN 2 ON 2 AND 4 ON 12) > Z 2-16d COMMON END NAIL FRAMING AS PER PLANS WITH 1/2"EXTERIOR GRADE ALLOWABLE DEFELECTION OF ALLOWABLE O ., SIMPSON L-50 ANGLE @ EACH RAFTER SPAN RATED STRUCTURAL PLYWOOD OR OSB SHEATHING, STRUCTURAL MEMBERS DEFLECTION �, W Q NAIL TO FRAMING IN ACCORDANCE FASTENER SCHEDULES&STRAPPING PER DETAIL SHEET(S). Rafters having slopes greater than 3/12 with U J J FLASHING PER R905.2.8 no finished ceiling attached to rafters L/180 TYPICAL SOFFIT CONSTRUCTION Interior walls and partitions H/180 a— � O O MATCH EXISTING W L.J..12" Floors Q U_ "FASCIA&6"R-TYPICAL L/240 GENERAL CONSTRUCTION NOTES �-^ 6"FASCIA&6"RAKE BOARDS."AZEK"OR EQUAL All other structural memebers METAL DRIP EDGE PER R905.2.8.5 V J FULLY VENTED VINYL/AZEK SOFFITS Exterior walls with stucco finish H/360 12 1. All construction sf•all conform to the 2020 Residential Code NEW YORK STATE. W Exterior walls-wind loads/brittle finishes L/240 as adopted by New York State May 12, 2020, W (' ) O 3+/- Exterior walls-wind loads/flexible finishes L/140 Additions,Alterations&Renovations:shall conform with Appendix J CK c 2. Written Dimensions take precedence over scaled dimensions Q TOP OF SUBFLOOR W L=span length,H=span height W '^ O - - - - 3. The contractor prior to the start of construction shall verify all �,/J TABLE R802.5.2 dimensions,existing or new and be responsible for field fit. RAFTER/CEILING JOIST HEEL CONNECTION 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity UJ Lo Z TOP OF PLATE RAFTER RAFTER GROUND SNOW:20 PSF of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall > '1 Q SLOPE SPACING be the responsibility of the general contractor to verify the depth of all existing footings r ROOF SPAN disturbed by construction. 2-11-1/4"LVL � O 12 FT 20 FT 28 FT 36 FT 6. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All U N r ('— Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 Min. Fb for dimensional lumber=850 psi. SIMPSON BCS NUMBER OF 16D COMMON NAILS Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. En POST CAP Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. �, r- 1 3: 12 16"O.C. 5 S 10 13 C E,o 4"AZEK BEADED 1 I 4: 12 16"O.C. 4 6 8 10 7. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: c E ` PORCH SOFFIT ON 1 WRAP HEADER IN a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D n, L E `o o L rn m m m FURRING STRIPS w•— Y-- E L N cn a o-- 1 I AZEK BOARDS 5: 12 16"O.C. 3 5 6 8 or stainless steel. _m '.`_0_ ,o 2 c u, c o b.) Use Copper flashing Only against ACQ Lumber Sill Plates 8-2�'z �, `o 0 m 7: 12 16"O.C. 3 4 5 6 c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc - 8 N m 2 L a-o L o 1 1 shall be Hot-Dipped Galvanized or Stainless Steel. 4.9 c o F 0, N o 1 9: 12 16"O.C. 3 4 4 5 22.2 o a L) 8. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 8 N 2 = o o-e ff a o= °3 12: 12 16"O.C. 3 3 4 4 a)Lino3 LinE� o installed in accordance with the manufacturers latest installation details, a o'�o 0 o s s 1 o Framing connectors,Allowable Hole diagrams, specifications, etc, ° a� c a N N o, 1 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE "Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi, Fv= 285 psi 2 s 2 N -w o E BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS "Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi o -00 8o 8 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi CONNECTION SHALL BE INCREASED AS FOLLOWS: E t y N E E 2 o 2'- s vi b U c Ppp 9 oo I 1 9. Draftsto in material R302.12 shall be as follows: 2 a E'6 m a 0 0 HEEL JOINT FACTOR = o o-a = L c m o � m 1 H C H r In combustible c^nstruction where there is usable space both above and below the concealed space I— o U) o o• �- o E a E o 5- of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does 1 1 / 3 1.5 not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately 1 / 4 1.33 equal areas.. Draftstopping shall be provided in the following locations: MPSON 1 / 5 1.25 1. Ceiling is suspended under floor framing. ABU POST 1 / 6 1.2� 2. Floor framing is constructed of truss-type open-web or perforated members. I BASE 1 10. Metal flashing shall be installed were concrete abuts wood, EXISTING I I and were decks abut house framing. CONCRETE PATIO 1 TOP OF SUBFLOOR TABLE 802.11 11. Install joist hangers at all flush structural load bearing conditions. 1 1 — - - - - - — RAFTER UPLIFT CONNECTION FROM WIND 1 9 g ° < Q ° ` o~° < v ° ` Z RAFTER ROOF EXPOSURE C 12, ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. V e SPACING SPAN Wind resistance of asphalt shingles shall be tested in accordance with O O O O O O CO O CD O C� TOP OF FOUNDATION (FEET) ULTIMATE WIND SPEED p 9 ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. a 130 140 Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or ��000000000 000_ co� 00000 00 ,� 4 _ - ' —' ROOF PITCH ROOF PITCH copper roofing nails,minimum 12 gages an with a minimum- <Q p n p <5:12 z 5:12 <5:12 z 5:12 318" inch diameter head. The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer b �,d aid 16"O.C. 12 214 201 263 247 but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment �D,^� ��,•� 16"O.C. 18 277 259 342 322 13, Flame Spread Index: R302.9 wall and ceiling finishes shall have a flame spread index<_200 V. 16"O.C. 24 340 318 422 396 Q D a >� D• Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 4 - 4 16"O.C. 28 348 358 476 446 &attics shall have a flame spread index<_25 W Smoke-developed Index: R302.10 4o p 404 p 16"O.C. 32 427 398 529 496 wall and ceiling finishes having a s O smoke-developed index <_450 N ° 16"O.C. 36 469 438 538 547 Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies CD (n 1�1 4 4 16"O.C. 42 535 499 664 622 &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 N p Q W J Lu EXISTING FOUNDATION .Q a D 16"O.C. 48 599 559 745 697 W ° v 4 b a d CONSTRUCTION Q LU Q o�oaa o�..a rY U)) 0 0 4 4 D p D p 4p 4 404 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN TOP OF FOOTING GROUND SPECIAL WIND SEISMIC ~ a s a 4 d d SPEED TOPOGRAPHIC BORNE FROST D SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP . � � o• — — — — — LOAD ZONE DEPTH MODERATErA �� • • 20 LBS 130 P NO NO NO B SEVERE 3�_0" 11 YES NO 1500orless 52.1 TO HEAVY 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. r l 0.[NY]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. V 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. U O P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B s-r Z U F OVER COVERED PATIO � ' M SECTION THRU ROO � r SCALE: 1 /2" = 11-011 ® � xF, AqC 46 L �¢ MAY 3 702 � `�ffJA`YOi�3iG0 �0 7l/UC7J0P IRnI nr n z W �D V O Z O U A Q v P. ROOF CONST. 5'-7'/z' 12'2" 8'-7%" ui >_ SIMPSON H2.5 EA.RAFTER TO > z HEADER SIMPSON BC POST TO 27-3 O HEADER CONNECTOR W � UJJ � z O 6x6 SOLID POST W O �J.. FINISHED TO 8"X8" I WITHAZEKTRIM 0� Q L LL 6X6 WOOD POST q — L ;---------------------- ---------------rj-------------- ---------------------- W U) (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL ' ' W O II " ry fl� Co 1I II II " 7'-10" 0 7'-10" SEE PLAN FOR SIZE u �oLJL 1 0 ' W /_ SIMSPON STAND OFF BASE WITH ; ; '� U ANCHOR BOLT I `o ; ; < Z I I v a o Wz EXISTING LE X CONCRETE PATIO (D Cl) Q I I LLJ 1III 1III vC? N J X 11 I1 II O O O � U N A, I- I I I 1 A- I I �OV I I 0D FWG8080R FWG808OR i i ry aaQv _.o - C N N I I I I M y•0 Q E tl'l = E N 2 O aoL N L U (3)1-3/4"x11-7/8"LVL (3)1 3!4"x11 7/8"LVL c° ° c c°In'i Cc:w > TYPICAL PORCH STRAPPING FOR HOLLOW COLUMN L ; ; _= N z° ° a I I C..: OU 01 �.,L.., DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS •q S o'uc-i o `o N m o 0 PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. `Kt N y ? `°on`m Y`o o.yn 2 c o m - :s o c 3 OL Ti o 3 L c•cZ'3 0 KITCHEN FAMILY ROOM BEDROOM = a��Y� R5 m L c m m o 315 E n� c w a o c m `o c o L o t a - E2• � m U Q. U o 0 ° to Q In C N C N O m c n E-a a� o n o o� In FL- c0U) cu5- FL- mEC,S0in. COVERED PATIO PLAN SCALE: 1/4" = 1'-0" 0 09 O 53'-1" 0 i- ---------------------------------------------------------------------------------------------------------------------------------------------------------------- G . p P .v c V �. p 4•G p .o c V •. p�4.0 . p •v Q '. p 4'Q . pQ .v Q •. p 4 . p .o ', p�4 p •v .• p04 v ,v • ., C 0 V •v . p�4 . p •o ' 1 C D •4 A o p •� S� o p .� P . o D .Zs POST TO HEADER CONNECTOR 'o ' •--------------------- ------------------------------------------------------------------------------------------------------------------------------ 1 1 ' SIMPSON BSC , 1 . 1 ❑ w 1 1 I • 1 ' ' Z co Q AB'U66 - W/ 2- 1/2" ° Cl) w • ,' EXISTING EXTERIOR PATIO SLAB w GALVANIZED °• ;----:---- ----------------------------=---------------------------------•- 6„4000 PSI CAST-I ° }. J CARRIAGE BOLTS •pi — �-z ------ ------------ ------- -------- -- --- ------------------- 1• 1 N PLACESLAB ,,. a • p a a • a W/6X6 w1.4/w1.4 WELDED WIRE MESH w (� • _ , ; ON GRANULAR COMPACTED FILL. ' -+-' PITCH SLAB AWAY TO DRAIN 1 V 1 1 1 1 1 SIDECOVER ��! MECHANICAL ANCHORS; 23' io° r ; d SIMPSON WEDGE-ALL WEDGE ANCHOR ; 8•; 2 MINIMUM ��'!F t+ ;� s 1 2"SLAB LEDGE .4 1 . 1 •• , 1 ° •_______ ___________________________________________________ -___--_-_---------_-_--_-___-___-___---------------------------------• ,. , a ; I • 0, a ,o . a •pa a o a po a •o . a pa a •o a po a •o a pe a n . a pe a n a pe a v . a 1 11 1 1 4D •------------------------------------------------------------------------------------------------------------------------------------------------------- • •° 1 DECK POST TO CONCRETE CONNECTOR 1 p I 1 1 ' • ' SIMPSON ABU Installed in accordance 1 4 1 with Simpson Specifications 1 1 b o a � 1 . 1 FOUNDATION PLAN E-1 ¢ Z ° SCALE: 1/4" = 1'-0" op O cz r-+ J �I ®i'3Q yQ FQF N � z L fD V 0 z O U — TOP OF PLATE Q U W Q > z _ 0WQ � U � 0 � z -j 0 0 UJ 12 N 0 E-- 1 TOP OF SUBFLOOR Fn TOP OF PLATE L v♦ O I.J.— ( ) LL UJ (,r) W 0 ryQz L � z 1 > Q M 0 cy) 0 00 U N I- M 71 LO 1 TOP OF SUBFLOOR N E,o w c cl, N TOP OF FOUNDATION I o E ` cL.. E s N rna o� U cut T oo I1m FINISHED GRADE c "� L — — — — J I I —_ yL°°Y O N N Y = o m� � ci E3 RIGHT ELEVATION U = n�E Lym S CAL E: 1 /4" = V-0" 13v-011 U ° _° U `E �__ C6. L U.N� � L_ � � � CO n. Z c Q c W c m o t � aE � �a � o �� � 1— coiU) FL— mEa on - — — — — — — — — — — — — — — -r — — — — — — — — — — — — — - - —TOP OF FOOTING - — - — — — — — — — — — — — — -1- — — — — — — — — — — — — -� ASPHALT SHINGLES — TOP OF PLATE LLI cV Z N � Q - - W LLI Q W U TOP OF SUBFLOOR (A — TOP OF PLATE M� ca O E— E— U o — _ — TOP OF SUBFLOOR — TOP OF FOUNDATION F�-I M ' FINISHED GRADE ' I 4"reinforced � � ct cM r '— -r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T —' 1 PC Pad on grade — — — I, � �C3 qR�y O M I (maximum one Rise) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I- — � -}- I I r — — — c Q- J► G REAR ELEVATION _ _ J I I I SCALE: 1 /4„ _ 1 �-01� I I I 01,900A r �- - - - }— - -- - - - - - - - - - - - - — - — — - - - - - - - - - - - — — — — - - - - - - — - — — - - - - - - - - —} - —} — — — - - - — - - - - — y L - - - - 1-- - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - J APDRAVEED AS NOTED DATE: & B.P.# FEE: . I ey* - PLUMBING — --a-L I MBING WASTE N(DTIFY EJ!LD!N- E-EF�RTMEN AT ALL PLU &WATER LINES NEED F 7,,H��-1802 TO 4 FOR THE TING SEFOR COVERINS 01-160VIIIN fl QF ECTi'-`.�,S: TE--� =- 1. P'V';DA'FIO;-q F--;UIPED Full FQ'RED C&-"'-F'ETE G. P:''n U 3 F'RA' I i; FLUvIBING - ;'�TJI-ATON 4. - COj-'Tr.'i;:'T1-'N 1' N D. 'VIL)ST PTE �:3;7 -� 3. ALL CCX�!S7RU-Tj,-,' PLUMBER CER Tl��ICA TI, REC-UPP ISHALL MEET THE VLEJS O�:THE COCIDS OF E NFCE1IV ON LEADYORK STATE, NOT RESPONS'OL CON TE N TBEF01- DESiGN OR CONSTRLIOTION ERRORS. CERTIFICATEOFOCCUPAN'SOLDER USED IN WA TEF SUPPL Y S YS TEM CANT!.! COJVPLY WITH ALL CODES OF EXCEED 2110 OF 1% NEW YQ9K STATE & TOWN CODES AS REQU!PFF) AND r'-ONDITIONS OF N'U'8 0 Alri D TRUSS PLACARDiNG RI:QUIRED 'UP ANC Y OR 10 NOT PROCEED WITH FRAJJPq,3 UNTIL SURVEY-!.' E IS UNLAWFUL Or FOUNDATION LOCATION VITHOUT CERTIFICA' H,"iS BEEN APPROVED. )F OCCUPANCY Must Provide Manuals Dy J and S as per NYS Energy Code RE-Tki"I STOPI[J WATER Rl)i,�OFF PLIKSUANT TO CH,<',PTLER 230, OF THE TOINJ',y' CODE. All exterior harliLing b installed, replaced or Blower door repaired shall conform and ductwork to Chapter 172 Of the Town Code testing required., GENERAL CONSTRUCTION (VOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code o1 New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans Or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Z Balconies exterior and decks 4-8d BOX (2-1/2")OR Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR UJ 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails per 1607.8.1,1 200 3-8d COMMON EACH JOIST,TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions,existing or new and be responsible for field fit. Without dishwasher and food Waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL O 18. Install joist hangers at all flush structural load bearing Conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d BOX 3" OR 1 g g Laundry tub (one or more compartments) 5 ( > 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory -1/4 Rooms other than sleeping rooms 40 10 All systems are to be designed, installed, &specified b the general contractors; HVAC, 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Y g p Y 9 floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate; a-isd OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 3-16d BOX OR of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION ' ' ' TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 16d COMMON {� I 9 P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTNG STUDS AT 16d BOX the allowable bearingcapacity shall be determined b a soils investigation. 9 16"O.C. FACE NAIL I Y Y 9 area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") .. basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H1180 16d COMMON W 6. Cast-in-place concrete shall be air entrained; 5°%<7%total air content b volume and have 10 BUILT-UP HEADER x 0.162") 16"O.C. FACE NAIL ALONG EDGES p Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors (3-1/2" an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L/360 5-sd BOX(2-1/2"xo.113") p 9 Y p P P WHENEVER an alteration,addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD OR 4-Sd COMMON TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEP,4RATION All other structural memebers L/240 O All Concrete shall conform to the latest ACI standards. hardwired and interconnected. Exterior walls with stucco finish SEPARATION MATERIAL H(360 2 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL R404.1.3.2 Reinforcement for Foundation Walls 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loads/brittle finishes OR 12-16d BOX 3 112" I","` Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN THE -INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN OF SPLICE LENGTH Q reinforcement shall be provided in accordance with Table R404.1.2 1 Vertical reinforcement EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) UL p ( )• in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 shall be provided in accordance with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR is"O.C. FACE NAIL U) R404.1.2(6), R404.1.2(7)or R404.1.2(8).Vertical reinforcement for flat basement walls BOARC L=span length,H=span height OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 1z"O.C. FACE NAIL v J O retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL in accordance with Table IR404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE R802.5.2 I OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL n/ LL11�� R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESSTHAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL g GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON the requirements of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF r n Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-1od Box V J n g 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL � � V required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d Box �`j SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL G Location of Reinforcement: The center of reinfo-cement in foundation walls shall be 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT G CD at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9), provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 [NUMBER OF 16D COMMON NAILS to provide a maximum cover of 1-1 A inches from the inside face. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL O co O 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 8 10 13 3-8d COMMON A 1 � R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL '`� Based on Table R404.1.2(1)- (includes basement entrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX EACH END ° o wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON _ E.N Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 o. N wall and One#4 bar near the third points in the wall story. Fastener Panel Span Panel Span Panel Span 4-i6d BOX E, o p Y and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL a� 0 a) E w o a 0 r Type Less than or less than or less than or w _ E L °, ° b o-- but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 o o T 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All q q q 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL - N `o c� Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-iod BOX o y rn o o (D Min. Fb for dimensional lumber=850 psi. wall and ceiling finishes shall have a flame spread index<200 No 8 Wood screw �" a = _ °' ° Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-i0d BOX PER JOIST -o o o y U Y &attics shall have a flame spread index:5 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a U ae m_ 0 2.,,z m Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. p <25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od BOX 24"O.C.FACE NAIL TO TOP&BOTTOM °.o 2 ° 8 s L 3 0 3 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o o 0 o s,� s 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ° a _ N:S y m a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index <450 4-isd Box y Cn i" pp g g p No 10 Wood screw 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL �L c m L m '- o E or stainless steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies HEEL JOINTAJDUSTMENT FACTOR 3-16d COMMON = a� = N a o 3 based anchor with 16 inches 12 inches 9 inches H C / H r L, C 2 - o o o E Ir- b.) Use Copper flashing Only against ACID Lumber Sill Plates &attics shall have a smoke-developed index<450 tested with ASTM E 84 or UL 723 2-10d BOX(3") OR 2' o o.�-0 w = C) °;�-i v c.) All Structural Connectors i.e. Simpson strong-Tie or USP, etc 2 inch embedment on center on center on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO J FIST 2-8d COMMON(2-1/21") EACH END, TOENAIL t N m E 5 aa) o N shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght - 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 1 / 4 1.33 WOO STRUCTURAL PANELS,SUBFLOOR, c ¢ 2 c o m c nE m W-o o 0= L° 29, SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 h 'OF AND INTERIOR WALL SHEATHING TO FRAMING AND ° N m a' (u E a.s o a installed in accordance with the manufacturers latest installation details, g OARTICLE BOARD WALL SHEATHING TO FRAMING Framing connectors,Allowable Hole diagrams, specifications, etc. Solar ready roof zone area is not less than cat sq. s Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 „ ,� round access areas. panels shall not be located less than 18"from a Valle SPACING OF FASTENERS Micro-Lam Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi g p" y DESCRIPTION OF Z "Parallam PSL"Design ;stress: E =2.0, Fb=2,900 psi, Fv= 290 psi b. Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP g A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING (n 0 "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi TABLE 802.11 SUPPORTS GABLE END WALL FRAMING this section shall be posted near the electrical panel or water heater by the builder. W c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 30 3/8'- 1/2" 8d COMMON R 6" SEE NOTE A 6" 0 W � each sleeping rooms in basement, habitable attics, and eve sleeping room The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than (ROOF) W O W p g every p g for future solar electric installation and labeled "for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C J shall have at least ONE operable emergency escape opening as follows: _ 31 19/32"-1" 8d COMMON 6" SEE NOTE A 6" z Z _J O Sill height of not more than 44 inches above finished floor. d.Where screws are attached to mason or mason /stucco,they shall be attached SPACING SPAN 9 masonry masonry/stucco, eY ULTIMATE WIND SPEED J Z N M A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) Q T- 32 1-1/8 1-1/4" 10d COMMON NAILS 6" 12" Q o Except grade floor openings shall have a minimum net clear 130 140 W co opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � U W E p 9 q 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind bome debris. 1-1/2"GALV.ROOFING NAIL 3" 6" W i0 = N B. Minimum net clear opening height shall be 24 inches. <5:12 z 5:12 <5:12 a 5:12 33 FIBERBOARD SHEATHING U F- C. Minimum net clear opening width shall be 2D in detail the design,calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle tesl ASTM E 1996 z a) p g and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 U) d D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems ( new, existing or upgraded) 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL '� W g y p p stamped b a professional engineer if required b the Owner or Building Dept. Garage door glazed opening protection for wind bome debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7 7" J (0 from the inside of the room without use of keys or tools. p Y p g q y g p ANSUDASMA 115. Areas within hurricane prone regions: WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater, 16"O.C. 24 340 318 422 396 is"O.C. 2s 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have Imo--- 6"DIAMETER -i►I A. EXCEPTION: TO RESIST WIND PRESSURES TABLE R602.3 (3) a net clear opening of not less than 5 square feet. Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311,7.8 Provide Handrail on at least one side of each Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL continuous run of treads or flight with FOUR OR MORE RISERS. „ , Attachments shall be provided in accordance with the table as follows: 16"O.C. 42 535 499 664 622 PANEL SPAN RATING SPACING c� Handrail Height measured above stair tread nosing, shall not be less than I', "II", "III", IV", OR"V" THICKNESS EDGES FIELD N � LLI 34 inches and not more than 38inches. All Handrails shall be continuous �d , 16"O.C. 48 599 559 745 697 6d COMMON NAIL N 1- the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") 1.50 INCH 2410 7/16"OR 1/2" 16" O.C. 6" 12" 0 to a point directly above the lowest riser of the alight. Handrails adjacent to 3 PANTONE#187 O Z a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON )AIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" ?' U) (2.5"X 0131" and the handrail.see code for exceptions. Refer to Code for grip size specifications. l DESIGN CRITERIA TABLE 507.9.1.3(1) Q J DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 12, GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVE ' Z > Q above the floor or grade below shall have a railing not less than 36 inches WHITE FIELD Wind speed: 130 JOIST SPAN Q Lu U in height. Railings shall have Top rails and Balusters and Bottom rails that are NO Of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS '� Of NO MORE THAN 4 INCHES APART. EXCEPT the triangular openings formed DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS " Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING by the riser, tread and bottom rail of the guard rail at the open side of a stairway _�' 7/16 min. structural plywood 1/2"DIA.LAG SCREW are permitted to be of such a size that a 6 inch sphere cannot pass through. " - � "' ,,...- Panel Attached to Roof pitch; per plan 30" 23" 18" 15" CEILING EITHER DIREC N 16"O.C. �� " • � &1/2"MAX. SHEATHING " 7 12 5d COOLER NAILS Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGNATION FOR STRUCTURAL Bldg Length per Ian 1/2 WALL EITHER DI CTION 16"O.C. grade below shall have guards not less than 34 inches in height measured Frame In accordance 9 9 p p 8" 16" COMPONENTS THAT ARE OF 1/2" 1/2"DIA.THRU BOLT vertically from the nosingof the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" „ CEILING EITHER IRECTION 16"O.C. 7" 12" &1/2"MAX. SHEATHING 5/8 6d COOLER NAILS STROKE bld a WALL EITHER DIRECTION 16"O.C. 7" 12" (�r/1 "F" FLOOR FRAMING INCLUDING of the residential code g aspect ratio: 3:1 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window GIRDERS AND BEAMS Nailing Sched: Table R602.3 1 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"x" AT EQUNAONG 6d COATED NAILS OR opening is located LESS than 24 inches above the finished floor and GREATER of New York State g ( ) 5/8„ GARAGE BENEATH NG PERPENDICULAR 16"o.c. 6 6 than 72 inches above the finished grade or other surface below on the exterior R" ROOF FRAMING 1/2"DIA. LAG SCREW SCREWS SHALL COMPLY WITH g IRC SECTION R702.3.5.1 &1/2"MAX. SHEATHING 13 11 10 HABITABLE ROOMS of the building,the window must be provided with a window opening control device that compiles with R312.2.2 Window O eninc Control Devices. "FR" FLOOR AND ROOF FRAMING p p 1/2"DIA.THRU BOLT Where the ultimate design wind spee,i isl30 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21" 19" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Where the ultimate design wind speed isgreater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o.c.for accordance with R302.11 thru R302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265 minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. .4 LEDGERS SHALL BE FLASHED O� installed per R302.12 thru R302,12.1 LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD ( ) 91.4 Fireblocking materials R302.11.1 shall be as fcllows: v c„ 1. Two-inch nominal lumber Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection, v 2. 1/2"gypsum board 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance PLYWOOD STORM PANEL with the 10 foot horizontal fireblocking in walls constructed using parallel Residential structures with Truss type construction, rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition, alteration �J•'( •� a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel UL 263,for the specific applications � .. shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Fq 4 TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection ® "O _, "+AED.4 �n �o OF FOUNDATION MATERIALS �/ O I M CLASS OF MATERIAL LOAD-BEARING PRESSURE F3 C I� Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �ti� J NPR Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel (GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand, silty sand, clayey sand, silty gravel and clayey gravel o WIND WINTER ICE SHIELD AIR MEAN t GROUND SPECIAL SEISMIC FROST •;" �� (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL " Clay, sandy clay, silty clay, clayey silt, silt and sandy silt SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE DEPTH TERMITE TEMP REQUIRED HAZARD INDEX TEMP (CL, ML, MH and CH 1,500 psf LOAD REGION ZONE CATAGORY a.When soil tests are required by Section R401.4, 20 LBS 130 P NO NO NO M B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1 �.�r'� f 301D the allowable bearing capacities of the Soil shall be part of the recommendations. 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. - NE`� O.[NY]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. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 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. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable bearing capacity shall be P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B I determined by a soils investigation. 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 a ° ° .- ° _..-._..----- Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED a— d rn ° o _ fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° ' OR END JOIST LENGTH RIM BLOCKING o ° ° ° Min. shall occur at top of e o a o 6-16d sinker nails • • METHOD WSP� EXTERIOR SHEATHING CONTINUOUS ALONG LEN CON INUOUS R ADDITIONAL FRAMING FULL HEIGHT BLO , , 3 I • •— — OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG x 11 1/4" h II , PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL ° ° ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL °•°°° °° °_ ° fasten top plate to header with I• PER TABLE 2"FIELD. IN ERIORR602.3 S) ' o Header shall be reqTopuired fired p r R602 3.2 ° ° two rows of 16d sinker nails @ 3"o.c. •1 I•I I' kinfasg stud withened to re wired per 2-16d NAILS EACH SIDE \ n I I VARIES BY FASTENERS � / 6-16d sinker nails Braced wall line ° Minimum 40001b header-to-ack-stud continuously sheated I with 1/2"wood ° 1 O .I I•I METHOD CS WSP: z1 io Fasten sheathing to header with Sd common nails in 3 in.grid structural panels ° strap on both side of opening AS PER TABLE R602.3(3) z o w ° pattern as shown and 3 in.o.c.in all framing(studs and sills) a o opposite side of sheathing •1 I'I 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS �' I. Minimum 40001b header-to-jack-stud strap °EXTERIOR SHEATHING ATTACHED WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6' O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER .I (0.131 X 2.5"LONG) BRACED WALL PANEL o ° �' on both side of opening opposite side of Panels lice edges shall occur over ` BRACED WALL PANEL o i° sheathing ° p g v .l AT 6"O.C.ON EDGE AND 12" O.C. o s ° and be nailed to common blacking IN FIELD BRACED WALL PANEL O1 0`o b o Min.Double 2x4 framing covered with minimum -- o within the middle 24"of the portal- IN WALL PANEL X 2 ° °-° ° 9 BRACED WALL PANEL BRACED WALL PANEL m L i° 1l2"thick wood structural panel sheathing -- of ---- leg height. One row of 3"o.c.nailing BRACED WALL PANEL BRACED WALL PANEL INTERIOR FINISH: � M o i° with Sd common nails @ 3"o.c•in all framing °� is required in each panel edge, 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° i° (studs,blocking,and sills)typical if needed I•I 3-16d @ 16"OC ALONG i WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH !° I•I I, BRACED WALL PANEL 3-16d @ 16"OC ALONG @ I 2'to 18'(finished width) °I W I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER I° Min Double 2x4 or I' TABLE R602.3(1)FOR EXTERIOR WALL Min.length 16" 2x6 King&Jack stud °j 1/2"min.thickness wood structural J: SHEATHING per Table R602.10.5 °I panel sheathing W —I _ _ CONTINUOUS RIM OR ° ! Min double 2 x post -J — — — — — — = 4: CONTINUOUS RIM OR � �r1 END JOIST ° I. No.of jack studs per °I Q I'I I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° ° Min.(2)2x4 yp t ° ( Table R602.7(1&2) 'I I'II OVERAND BE FASTENED TO COMMON STUDS. ° io in.(2)1/2"Diameter anchors HORIZONTAL PANEL JOINTS IN BRACED I 2-16d NAILS EACH SIDE -- - ° -- --6 -61installed per section R403.1.6 W with 2"x 2"x 3116" ' 1 WALLS PANELS SHALL OCCUR OVER plate washer v N I•I AND BE FASTENED TO 1-112"x 5 1/2" ,I INTERIOR I,l• t— 1,1 I, FULL HEIGHT BLOCKING ,l SPACING I I THICK COMMON BLOCKING ON THE FLAT CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING O I I I' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING O .I ICI ll I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W •I I•I I'I I 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 0 �— ' ,1 I•I ICI I, � �'1 •I I•I I•I l• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2_) Attach Sheathing to —J Band or Rim joist with nail sole plat Attach Sheathing nail sole late •I I I I I I• BRACED WALL PANEL CONNECTION WHEN p g ° I p W •1_ — — _ — _ _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common nials �, to joist per Band or Rim joist wi °I „ to joist per • EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an �/ (f� PERPENDICULAR TO FLOOR/CEILING Sub-Floor Walling sched. 8D common nials oloI °° nailing sched. 3:PANEL JOINT------------' Bottom °° ° �° FRAMING FRAMING °o o° ° -� B 3 o.c. and �--�- P Rim Joist 1 , Rim Joist ° ° ° ' ° ° PHoldowns er Plans W LLFASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° nchor Bolts and BRACED WALL PANEL AS PER perplans < Z 1 TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 � L r) Z C o co o Simpson 1-1/4" galv. x 20 gage N r— coil strap with (5) 8d common H2A Stud To Rafter � Connector Were the distance is SIMPSON H2A BLOCON FLAT, KINGAT between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. N U) E,o ALL UNSUPPORTED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 0.s o E PLYWOOD EDGES Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES ° in (AT WALL BRACING at Openings N (2) 8d X 1-1/2" nails in plate 4" o.c. Zone Panel Field 0 �, M (D 0) °'= o a° LOCATIONS) r- 11 Each Rafter on Each side 2 S--w E t N -, °o Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing � 0 tmo 0 _ Q = N sheathingof Ridge to have a Simpson �.z- o shall have Solid Blocking m ° Ill o o plywood aIIPI Plywood Jots Schedule Dwg-1 g p 1/2"RATED °� )^v mac °•— C - mom g LSSR skewable hanger. __ N m �= �.8 y PLYWOOD OR SIMPSON H2A c ; mo.s a c°i° moo ° OSB RATED SHEATHING Solid blockin between at each Rafter. With g Iv r r•° 3 - 3 ° N M Y 11 N.9 C O Cz iT a O C 3 g 1-1/4 x 20 Gage Metal Coil rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails �; o ° U)�'n- w plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate m a� °° ••I in each end. catch jack studs L._._ NCD o E along length of braced wall (5) 8d x 1-1/2"nails in Stud Look Out Blocks ° ' � r a= � � � ° 3 Comer Holdowns panel. and window or door Header. ° "� �'• t a ° o 0 o w IE Refer to plans Less than @' i; � ° o-ems v r a E m. o °7 if requi locations c- ° �• 2. Q In m 0 o �' o Typical each side and ALL Gable End Wall ° U U Ul m ` m = a) N N windows and doors. or Equal '• N y L N to 12" ` H °� mmo- FL- mEa.Son. RIM JOIST BLOCKING BETWEEN RAFTERS aC� BRACED WALL PANELS '� Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & c SEE NAILING SCHEDULE See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. NTS RAFTER TO RIDGE STRAP R602.3(1) r^ /�TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS -R602.4.6 W `.J WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 LOCATED IN THE UPPER THIRD Z Z (� 4 WALL BRACING SHEATHING DETAIL 5 N.T.S. 6 7 8 9 OF THE ATTIC SPACE AND ATTACHED _5 TO THE RAFTERS WITH 4-8D NAILS NOT TO SCALE o EACH END 0Q . CEILING OR _J W FLOOR JOIST DIRECTION CUT = U) ENDWALL ENDWALL o; LENGTH FLOOR AND CEILING JOISTS Simpson H2.5 EXTERIOR OR 12" Min A DIMENSIONAL LUMBER OR ENGINEERED BEARING WALL A JOISTS SEE PLANS °oo NOTCH GREATER CLEAR THAN 50% BLOCKING (PERCENT)OF g $ TYPICAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE ° o AT 48"OC METAL TIE FASTENED ACROSS AND Use 1-1/4" Metal N 2-BAYS IN + TO THE PLATE AT EACH OF THE o BLOCKING @ 48 INCHES ON CENTER 11 NOTCH WITH 8-10D NAILS EACH SIDE COII Strap20 Gage CD N Simpson H2.5A Use 1-1/4 Metal 12" Min (5) 8d common ails o SECTION A-A nail to both to Coil Strap 20 Gage with co Q p plates (6) 8d common nails TOP PLATES I EACH Stud.in IEACH END at Q o in EACH END at IPE POST TO HEADER CONNECTOR � END WALL BLOCKING DETAIL Simpson SSP EACH Stud. 8d @ 6" oc Along LLi_J SIMPSON BSC Braced Wall Panel z > FOR FLOOR AND CEILING BRACING or Dsp @ double studs FIGURE R602.10.8(1) W v FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH NTS RAFTER TO TOP PLATE CONNECTOR WALL TO WALL STRAP BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL WHEN JOIST DO NOT ALIGN WITH STUDS EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS NTS IN THE FIRST TWO BAYS O FRAMING AND SHALL BE SPACED AT STRAPPING TJI END BM FIGURE R602.6.1 AMAXIMUM OF FEET ON CENTER.NAILING REQUIREMENTS TOP PLATE FRAMING TO PER NAILING SCHEDULE. 1 NOTE; 8d COMMON NAILS ARE 10 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 11 12 N.T.S. 13 ACCOMMADATE PIPING 15 2-1I2" LONG THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. H 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Cam] 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR 507.9.1.3(2) z FASTENERS at each stud N IN 2 ROWS at each stud TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER ^' the plywood OR directly to v, @ UO @ O 5.5"MIN FOR 2X8+ c studs. the plywood OR directly to 6.5"MIN FOR 2X10 Studs. 5"MAX GRADE -STUD BORED HOLE MAX. STUD @ OO O © 7.5"MIN FOR 2X12 N rap strap under sill BORED HOLE MAX. DIAMETER 60 DIAMETER 40% (PERCENT)OF STUD , ^ (PERCENT)OF o DEPTH p li , and attach to sill plates v STUD DEPTH I I • 'r••• 3-16d @ 16" oc Along a o - Z 'O 2 MINL O 5/8"MIN. —5/8"MIN. 5/8"MIN 5/8"MIN. LAG SCREW OR THRU-BOLT Braced Wall Panel ° a r pQ °O 'O .� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — — • ••• . o N v NOTCH MUST NOT I NOTCH MUST NOT I I=III=III/• ••• N -III=III FIGURE R602.10.8(1) Q Tq EXCEED 25 /o III' • ti''-D A • In `Q ° o EXCEED 40 / o '—III ;�.D ,+` + (PERCENT)OF I (PERCENT)OF M STUD DEPTH STUD DEPTH 10"x LENGTH OF STEP PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PLACE FOOTINGJ IF HOLE IS BETWEEN NOTBEHOCATED INOLES PER C -' UNDER BOTTOM RISER BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3(1) STRAPPING zQ ,� t � s0`r(PERCENT)OF , 11, Wra strapunder sill NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and STUD DEPTH THEN SE NOTCH F STUD + pp •' THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED =iil=ill =� TYPICAL STAIR FOOTING DETAIL d -� SECTION OF THE CUT NO MORETHANTWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction _1I-1= and attach to sill plates OR NOTCH IN STUD SUCCESSIVE STUDS 'SPACING IS REDUCED TO THAT OF =lilll • NTS orso� Q ARE DOUBLED I ', ' 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 FOF N WASHERS NOT PERMITTED) RAFTER FACE TYPICAL ' FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural heathin R-50 Cover Box pushes insulated to top g u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p MANUFACTURED LIGHT ENCLOSURE p Exterior Full Thick Insulation way for access thin profile structural glued together see plan W/ ceiling line Fill entire Cavityto ATTIC INSULATION CONTINUOUS BEAD sheathingas drafl•sto and lay on plywood Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams p support OF SEALANT subfloor behind tub Tub attic hatch - R-val Non-combustable sealant Base plate prevent loose-fill Typical equal to the CeilingDouble Frame Attic blocking exterior q SUBFLOOR GLUED,CAULKED Sealed tom- n � Air Seal insulation requirem n access opening Sealant or OR GASKETED TO RIM insulation from Continuous Bead wall g JOIST/RIM CLOSURE floor N h Gasket g 9h W adhesive 1/4 structural sheathing �, OPSeal acicesshrouI L of Sealant or as enclosure liner sealed SEALANT Sealant l solid blockingadhesive �, at perimeter and seams. SILL PLATE INSTALLED 1" min Ri Id / or rigid insulationWeatherstri Ing/ \ Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g stairs O - Sealant EXPANDING FOAM SEALANT .ea Insulation. Air A��hesl Casin 1/2" G Wall CONTINUOUS BEAD OF SEALANT frame a Gyp. Refer to manufacturers RSEALANT four edges `Pull-down gap 1 x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam U attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL aa) CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL 0) PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL U ATTIC HATCH DETAIL TO BAND JOISTS L.+, This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, W Refer to Manufacturer for installation manual. R-50 Insulation P, \ Z -5(7 Aida-Sr;xr Cover ,/i Section N1109(R503)Alterations 1 � 1 Eave baffle installed �, �.�.w -°• U N1109.1 (R503.1)General ; GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent to soffit and eave `" �r ~`" ,J new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend overZ 00 Table R402.4.1.1--Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was - All design &construction in compliance and built accordingly to the prior to the alteration. the top of the attic Insulation x. - W LL 2020 Energy Conservation Construction Code of New York State. as per chapter 11 TYR ROOF CONST. 0 � TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building, building system or portion thereof shall conform to the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this chapter. 2 X CJ W/ INSULATION (� COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS W O NYS mechanical code,2020 energy conservation consevation code of NYS. N N1109.1.1 R503.1.1 Building envelope rn General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. [ �'] ( ) 9 P Soffit see � OR HERS RATER � V J requirements in the building envelope. Building envelope assemblies that are part of the alteration shall comply with Section N1108 (R502)Additions Section N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, COnSt. Dwgs Exterior therm LL al envelope a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. SEALANT W O N1108.1 (R502.1)General Exception:The following alterations shall not be required to comply with the requirements continuous air barrier. P 9 q P Y q Additions to an existing building,building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: Breaks or joints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior Wall sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installed over existing fenestration. Existing ceiling,wall or floor cavities See Const. Dwgs z An addition shall be deemed to comply with this chapter where the addition alone complies, Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The p Y P exposed during construction provided that these cavities are filled with insulation. P where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. r" � � Q installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than r recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1,2. Roof recover. i j Q co O each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed p N N1108.1.1 (R502.1.1)Prescriptive compliance Burin reroofing shall be insulated either above or below the sheathing. Surface-applied maintain an even density for the entire cavity. Batt insulation shall be 9 9 9f ' Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existing g p sin le- ane fenestration assemblies to reduce solar heat gain installed in the recommended cavity depth. Where an obstruction in g RAFTER SEALING AT ATTIC EAVE provided that the code does not require the glazing or fenestration assembly to be replaced. y the cavity due to services,blocking,bracing or other obstruction N[NY] N1108.1.1.1 (R502.1.1.1) Building envelope Alterations which replace less than fifty percent of the luminaires within a space, provided E.=0 exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply EXTERIOR WALL AIR BARRIER SEALING EXAMPLE w = P P P Y that such alterations do not increase the installed interior lighting power. ° ° °,cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. -6 t ° o In shall be placed to fill any surface or concealed voids,and at the N1109.1.2 (R503.1.2)Heating and cooling systems ° ° ° ' a` ° manufacturers'specified density. Where faced Batt is used,the Exception:Where unconditioned space is changed to conditioned space, the building ` c... E L N N( °w 'O U M O U = N = y 0 P P 9 P g New heating, cooling and duct systems that are part of the alteration o = t o S ° installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Section N1103. LOW DENSITY SPRAY FOAM o= = z a ° � ° p P Y ` o m no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN c r ---t ' _` " D1 ` (.o are part of the project, is less than or equal to the Total UA generated for the existing building. Exception:Where ducts from an existing heating and cooling system -, $ 'o c o Z ° N stapling installation tabs. P g g g Y Ri id Foam or ACCORDANCE WITH ''`'� 2;, °Y �, lv Y are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not g [ � N w o > ° aY 3 ° N1108.1.1.2 R502.1.1.2 Heating and cooling systems Wood Blocking HERS REPORT N•� ° Insulation that upon installation readily conforms to available space ( ) 9 g Y be required to be tested in accordance with Section N1103.3.3. g -•� ,a''f I 0 w o.0 3 L = _ 3 �, New heating, cooling and duct systems that are part of the as backdam :� o o g a) ° � a c.0 s w shall be installed filling the entire cavity and within the manufacturers' TYR ROOF CONST. l a °' -, density recommendation. addition shall comply with Section N 1103. N1109.1.3 (R503.1.3)Service hot water systems � '* ° �'y o ._ New service hot water systems that are part of the alteration - µ ,. a = N o 3 o E Ceiling/attic The air barrier in an dropped The insulation in an dropped ceilin /soffit shall be aligned with the Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment ; i u _ off i,o ° o 2 y pp y pP g p y 2 x CJ W/ INSULATION J i I : , ° _ � _ 'D ul duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg „ ' s J cc E = t= E E o 0 ceiling/soffit shall be aligned with the air barrier. :::.. .: AS PER DRAWINGS ""`✓`t °'�" f° to be tested in accordance with Section N1103.3.3 N1109.1.4(R503.1.4)Lighting New lighting systems that are part of the :•• z'= ¢N o insulation and any gaps in the air barrier alteration shall comply with Section N1104.1. ``''''`'''' OR HERS RATER ' . ```� ..�'� ° = a E (E Q-0 ( o E sealed. N1108.1.1.3(R502.1.1.3)Service hot water systems i 6 in co i- F- o E a.=o a New service hot water systems that are part of the addition shall comply with Section N1103.5. Exception:Alterations that re Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at p ' place less than 50 percent of the Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that SEALANT N1108.1.1.4 (R502.1.1.4) Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs shall be sealed. New lighting systems that are part of the addition shall comply with Section N1104.1. non-vented Walls The junction of the foundation curd sill Cavities within corners and headers of frame was shall be insulated N1109.2 (R503.2)Change in space conditioning plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned Z '^ top plate and top of exterior walls shall be resistance of R-3 per inch minimum. space shall be required to be brought into full compliance with this chapter. 4 Typ. Exterior wall 1) v! sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air barrier. W Q Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing TABLE M1505.4.3(2) WITH SPRAY FOAM INSULATION rl� 0 shall be sealed. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b DUCT SEALING REQUIREMENTS Rim joists Rim,joists shall include the air barrier. Rim joists shall be insulated. Winter Design Temp: RUN-TIME PERCENTAGE IN EACH 4-HOUR Q 1.Interior spaces intended for human occupancy shall be provided with an indoor temperature 25% 33% 50% 66% 75% 10011/o Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain of not less than 68°F at a point 3feet above the floor on the design heating day SEGMENT above garage and exposed edge of insulation, permanent contact with the underside of subfloor decking or floor 2.System design shall be based on max 72°Fheating,minimum 75°Fcooling cantilevered floors) framing cavity insulation shall be permitted to be in contact with the 3.Degree days(NY LaGuardia)4811,Winter Design Temp 15°F, Dry Bulb 89°F, Wet Bulb 75°F(20201PC Appendix D) Factory 4 3 2 1.5 1.3 1.0 topside of sheathing or continuous insulation installed on the 4.As per NYSBC 2020 Chapter 16 section 1609 and ASCE 7 2016, underside of floor framing and extend from the bottom to the top of all wind exposure category and surface roughness isB APPROVED WINDOW perimeter floor framing members. 5. Use C for both South Shore and Fire Island a. For system run tinge values between those given,the factors are permitted to be OPENING LIMITING P g DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be determined by interpolation. M shall be covered with a Class I,black permanently attached to the crawlspace walls. � CV W vapor retarder with overlapping joints b. Extrapolation beyond the table is prohibited. N ~O taped. - - - - - - - - - - - - - M Z Shafts,penetrations Duct shafts,utility penetrations,and flue 1 1 WINDow >- N shafts opening to exterior or I w 0 unconditioned space shall be sealed. TABLE M1505.4.3(1) 24" J {36"IN IBC UNITS 4"SPHERE CANNOT APPROVED WINDOW - LOCAL EXHAUST RATES TABLE M1505.4. CONTINUOUS AIRFLOW RATE ) PASS THROUGH FALL PREVENTION z > Q REQUIREMENTS DEVICE CONFORM TO < W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to AREATO BE EXHAUSTED EXHAUST RATES FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or NUMBER OF BEDROOMS FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FLOOR AREA 0 - 1 2- 3 4- 5 6 -7 > 7 TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM (square feet) FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and Airflow In CFM GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r�1 INTERMITTENT OR 20 CFM CONTINUOUS COMPLY AS FOLLOWS: V Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thennal < 1,500 30 45 60 75 90 envelope shall be sealed to flue drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW ~ 1501 - 3,000 45 60 75 90 105 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 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on 3,001 - 4,500 60 75 90 105 120 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. 4,501 - 6,000 75 90 105 120 135 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 '~ Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 00 exterior wall showers and tubs shall separate them from the showers and insulated. 6,001 - 7„500 90 105 120 135 150 Z tubs. N1101.14 (R401.3) Certificate (Mandatory) C) cl tn Electrical/phone The air barrier shall be installed behind electrical or > 7,500 105 120 135 150 165 A permanent certificate shall be completed b the builder or other approved art and posted on a wall (a� � a; M box on exterior wall communication boles or air sealed bones shall be installed. For 51: 1 square foot=0.0929 m2, 1 cubic foot per minute= 0.0004719 m3/s. p p y pp party p � � oo � in the space where the furnace is located, a utility room or an approved location inside the building. x ' 00 v HVAC register HVAC register boots that penetrate building thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � 1 boots envelope shall be sealed to flue subfloor or drywall. directory label, service disconnect label or other required labels. The certificate shall indicate the - aI o c� 01 Concealed When required to be sealed•concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components ''QED q,�, sprinklers only be sealed in a manner that is recommended by the such as slabs basement walls crawl space floors, ductsspaces; Cy��. manufacturer. Caulking or ether adhesive sealants shall not ase spce was an oors conditioned an s ou e condG�, O be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. ENERGY COMPLIANCE: from any required duct system and building envelope air leakage testing performed on the building. IC - insulation contact. Where there is more than one value for each component, the certificate shall indicate the value IN ACCORDANCE WITH CHAPTER 4 covering the largest area. The certificate shall indicate the types and efficiencies of heating, = = a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. RESIDENTIAL ENERGY EFFICIENCY, SECTION R401 - GENERAL cooling and service water heating equipment. Where a gas-fired unvented room heater, �; electric furnace, or baseboard electric heater is installed in the residence, the certificate shall OF NE ly R402.2: indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, - � COMPLIANCE: SHALL COMPLY WITH SECTIONS R401 THROUGH R404. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. R302.13 Fire protection of floors, Floor assemblies that are not required elsewhere in this code to be fire-resistance rated,shall be provided with a b r, STEP FOOTING • • PER NYS CODE '/� inch gypsum wallboard membrane, TYP EXT. JE TYP FDN i'.- 2(X) 2(X) R403.1.5 TYP EXT.WALL .a -inch wood structural panel membrane, SEE PLAN •y or equivalent on the underside of the floor framing member. �•a. Penetrations or openings for ducts,vents,electrical outlets, TYP SLAB SEE �•• ' ' +' ENGINEERED FLOOR JOIST lighting,devices,luminaires,wires,speakers,drainage, TYP.FLOOR CONST SILL PLAT FDN PLAN a,b et ° ° .. and similar openings or penetrations shall be permitted. b�, ' ' d WITH A MINIMUM FLANGE piping p LU X 1/2"THICK GYPSUM � OF 1-118"X 2"WIDE. � �,�, • D� •o,••,d n O Exceptions: BOARD LAYED ON - p CD ADDITIONAL FIBERGLASS BATT INSULATION 2 2x6 P.T.SILL PLATE W/MIN. TYPICAL ANCHOR BOLT -R403.1.6TOP FLANGE WITHOUT ( ) ✓ • d • • ►IF REQUIRED TO COMPLY WITH ENERGY 1. Floor assemblies located directly over a space protected by an MAXIMUM SPACING: 1/2" 72"O.C. - . a, °. r -ANY FASTENERS. TYPICAL ANCHOR BOLT R403.1.6 @ .. , q e; ,CODE. REFER TO RES-CHECK OR HERS automatic sprinkler system in accordance with Section P2904, Iv EMBEDMENT OF 7"WITH NUT&3"x3"WAa NDISTURBED SOREPORT FOR INSULATION REQUIREMENTS. NFPA 13D,or other approved equivalent sprinkler system. MAXIMUM SPACING: 1/2"@ 72"O,C. 2 BOLTS PER PLATE AND HOLD AT LEAS TYP FTG SEE / 1 NOTE: ..rt,_. EMBEDMENT OF 7"WITH NUT&WASHER. d •�' FDN PLAN `J INSULATION OMITTED 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF 2. Floor assemblies located directly over a crawl space not intended ENDS OF PLATES. FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENERGY COMPLIANCE: LAYED ON TOP FLANGE WITH for storage or fuel-fired appliances. ENDS OF PLATES. ' DOCUMENTS INSULATION STAY WIRES 24"APART SHIELD&SILL SEALER TYP. TYP.CONC.FOUNDATION MANUFACTURER:"ROXUL" 3. Portions of floor assemblies STEP FOOTING DETAIL U shall be permitted to be unprotected where complying with the following: "' 3.1.The aggregate area of the unprotected portions does not exceed TYP.CONC.FOUNDATION�IF2E PROTECTIVE OPTIONS 80 square feet per story NTS FCR I JOISTS FLOOR SYTEMS 3.2. Fireblocking in accordance with Section R302.11.1 is installed along ANCHOR BOLT DETAIL R403.1.5 SLOPE W the perimeter of the unprotected portion to separate the unprotected THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL.THE BOTTOM SURFACE OF FOOTINGS SHALL NOT �� Z OF FLOORS: WITH:EXCEPR302.TION: 3; FIRE PROTECTION portion from the remainder of the floor assembly. ANCHOR BOLT DETAIL SCALE: 1/2"= V-0" HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL(10-PERCENT SLOPE). OF FLOORS: EXCEPTION:#3. FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP ., l4.umber Wood floor assemblies using dimension lumber or structural composite SCALE: 1/2"= 1'-0" SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL UJ lumber equal to or greater than 2-inch by st inch nominal dimension, EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL(10-PERCENT SLOPE). \e or other approved floor assemblies demonstrating equivalent fire performance. � 1 ��I Z 00 25'-2" 53'-1" UJ L.J.. 0 LL F- ------ VJ �� D % v .v .. 9°4 0 11.o .r v°4 v .o .. v°4 v .o .. v�4 v .o .• v'4 . ,i .o .. v°4 v .v .. v°Q c .v ., v°4 v .o ' Li I C// O 4 f' . 00 .� . �0 ,A A , c0 ,0 9 . 00 .4. 9 , o° ,0 $' . o° •� 9 , o° ./� P . �° .� •• ' -° • ----------------- -------•___--_--_------------_--------__--•___-------------------------------------------------------------------------------- • D ' 1 • 1 ' . % ' ° 1 W b.° 51'5" •d LADDER&STEPS R310.2.3.1 7 2'-2Yzl' 1 °'• WINDOW WELLS WITH AVERTICAL Q Z O (2)ANCHOR BOLTS " m ; °' ; DEPTH GREATER THAN 44 INCHES Z IN EACH CS-PORTAL DROP TOP OF CONCRETE 1 , Z E 1 1 SHALL BE EQUIPPED WITH PERMANENTLY LO FRAME WALL ABOVE AS REQUIRED FOR ' ' o ; .o ; AFFIXED LADDER OR STEPS USABLE SECTION-SEE SWING DOOR,SEE PLAN D•• a c 4 WITH THE WINDOW IN THE FULL OPEN C) 3: DETAIL 3 ON PG 2 FOR SIZE -- ; EXTERIOR PATIO SLAB ; ; POSITION. RUNGS SHALL HAVE AN r- o�-------------------------------------------------- -bo-------+- .4, 1 - 6"4000 PSI CAST-IN-PLACE SLAB ; 'D ' ; INSIDE WIDTH OF AT LEAST 12 INCHES M p d ° . p d •, e• d . p a •, a ', -° ' W/EX6 wl.4/w1.4 WELDED WIRE MESH 1 1 rn m SHALL PROJECTAT LEAST 3 INCHES `., O 4 ' 4 ,______ ______________________________________________________ _______ ; ON GRANULAR COMPACTED FILL. ; ,•a ; o E FROM THE WALL AND SHALL BE SPACED N r-PITCH SLAB AWAY TO DRAIN cv 1 1 1 0_ _�_, •- ---� � � � � �- - 1 � 1 � O MORE THAN 18 INCHES ON-CENTER d ; • VERTICALLY FOR THE FULL HEIGHT OF 23' 10" i ° i i °, i ° ; ; v` ; .2 THE WINDOW WELL. 1 1 .° ° 8" ; ; a ; 2"SLAB LEDGE ; ••°, ; E, °• BARS.GRILLES,COVERS R310.4 In o 1 1 , �, D 1 BARS,GRILLES,GRATES OR SIMILAR o c m In 1 1 ° •------- ------------- -o--------------------• ," •----------------•--- ------- -----------------------• •---- ---------------------------------• •O DEVICES ARE PERMITTED TO BE PLACED m D''E - - - _ _ 1 OVER EMERGENCY ESCAPE AND RESCUE m °' a n o 1 1 • V— —p' v —4� — CY— p' v —4•-'• —'v= 4-' _ , - -�C•—•— V — o --4•—• ^- V — 'y — ,.4 0 a w 1 1 ' p d • c • d •p d • n • d p �d . a . a p �d . o a d . • a d . P• A • d • •P• d d . �. d 1 my o o" a a Dc pa A pe OPENINGS PROVIDED AS FOLLOWS:NET DROP TOP OF CONCRETE ' f _ •D CLEAR OPENING SIZE COMPLYING °_� f6 o U c , c DROP TOP OF o. --------------------- ---------------------------------------------------------------------------------- -------------------------------------------- '0. WITHR310.1.iTOR310.2.3ANDSHALL $ a rn °.L°' floc- `o AS ED GARAGE DOOR,SEE PLAN •° BE RELEASABLE OR REMOVABLE n c c � 4) 15 ' FROM THE INSIDE WITHOUT THE USE 2•o o ° o a o FOR GARAGE DOOR SIZE y °Y •° ' d 4' 10" �' OF A KEY,TOOL,SPECIAL KNOWLEDGE c a 2 ° o >-0 � cL m o OR FORCE GREATER THAN THAT REQUIRED uoi s N o 3 s'�a' o r 3 WINDOW WELL R310.2.3 °• FOR THE NORMAL OPERATION OF THE o o 0 0 (D�_ c c 3 0 ESCAPE AND RESCUE OPENING. N a._ �2 co r c 1 e 1 MIINR9'-0'SQ T WITH A SHALL BE HORIZONTAL DIMENSION ' 4 • 1 v o ff a soOF MIN . o f 1 4 1 (2)ANCHOR BOLTS ' - .• EMERGENCY ESCAPE AND0"TO ALLOW R ' • 1 �_N E o N ' °°•o ' °P PLUMBING NOTE: 2 `° °' 1 , D . RESCUE. LADDER SHALL BE O`v , ___ ' ' - z.c�` Q c a) C m o 4 ' ' IN EACH CS-PORTAL i i v D cv FRAME WALL ABOVE o. o UNFIN. BASEMENT --$ °� ALL PLUMBING SYSTEMS SHALL BE m c Q E a m a f0 " c0� SECTION-SEE , INSTALLED IN ACCORDANCE WITH -C o D = H � E 2 _o 0 AS PER SECTION R506. 0~ ' ' ' PART VI -PLUMBING c REMI ED O ENCROACH b m o 4" CAST-IN-PLACE CONCRETE NOT MORE THAN 6"INTO 00(D ; ; o i 'a ; DETAIL 3 ON PG 2 ; .° ; I REQUIRED WINDOW WELL ELECTRICAL NOTE: 1 00 Y SLAB W/6 MIL VAPOR BARRIER DEPTH. U__ 4'0 - J cli o R302.13 FIRE PROTECTION OF FLOORS: I Q J U) a•' ALL ELECTRICAL EQUIPMENT UNEXCAVATED ' °• ' a PROVIDE 1/2"GYPSUM BOARD ON ENTIRE _ Q .' AND WIRING SHALL BE INSTALLED b CEILIN3ABOVE BASEMENT ATTACHED rn ' C-1 1 1 °' TYPICAL GARAGE SLAB ; ; N Z) 2-2X6 --' 0 •° , IN ACCORDANCE WITH PART VIII-ELECTIRCAL TO THE UNDERSIDE OF THE JOISTS. J I w " 4" CAST-IN-PLACE SLAB ° 7 U_ �° PERMANENTLY INSTALLED FIXTURES /�PF o, W/6X6 W4.11 X W4.0 WWM -•• ' D, i MUST HAVE HIGH EFFICACY LAMPS. PITCH SLAB•1/4"FT TO co ; > v , , GARAGE DOORS �• � � � _ ' � � MECHANICAL NOTE: ' v• 1 THE MECHANICAL SYSTEMS SHALL 1 1 1 '° 1 v I p d o• 1 v ' ' co ' �° ' "' ' , �' ° pa4'• ' BE INSTALLED IN ACCORDANCE WITH (2)ANCHOR BOLTS ' � ••a � ' • --_ -; PART V&VI OF THE RC OF NYS. IN EACH CS-PORTAL ' � ' •-- -------- ° ' ' v I ALL MECHANICAL SIZING PER ACCA FRAME WALL ABOVE ' ° ' 4 MANUAL"S"BASED ON LOADS SECTION-SEE b n'• i CALCULATED PER ACCA MANUAL"J" 4 ; a ; DETAIL 3 ON PG 2 ; c DUCT COMPLIANCE WITH MANUAL"D" N ' - ' 17'-9/z" 16'-6" R303A MECHANICAL VENTILATION. 1 1 23'-10" 1 1 1T-9'/z" ' 1 •• 1 10" DWELLING L BE PROVIDED WITH WHOLE NHOUSE IT LMECHANIICAL ' VENTILATION IN ACCORDANCE WITH 1 1 � i •°° i ' W12 X 5D STEEL BEAM SECTION M1507.3 1 1 ' -'- - - - - - - - - °, ; ; ' ; ___;________ ; •a TYPICAL ANCHOR BOLT -R403.1.6 NN W STAIR TO BASEMENT , e , •---- --- I •--- ____-------- I 1 , MAXIMUM SPACING:1/2"@ 72"O.C. EMBEDMENT OF 7"WITH N CAST-IN PLACE CONCRETE STAIR ' ' ----------- ' a ' NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 0 IN ACCORDANCE WITH CHAPTER 4 ' - ' o ' ONE BOLT-12 MAX AND 3-1/2"MIN OFF ENDS OF PLATES. o o TYPICAL INT.FOOTING/COL J '' ,__________- 0 1 1 PROVIDE HANDRAIL AND GUARDRAIL 36"x 36"x 12"THICK J -- -- -- �- 2 ANCHOR BOLTS ' � ' ' � ° � � � � io •� ( ) � r ' ' 1. Walls 24 inches total length or shorter connecting offset braced wall Q IN EACH CS-PORTAL ; ; TO CODE.8"CAST-IN-PLACE CONCRETE ; a•' ; CAST-IN-PLACE CONCRETE `6- �* ;- - = ••a 1 Il' WALL AND 16"X 8"CONC. FOOTING TO , panels shall be anchored to the foundation with not fewer than one anchor bolt FRAME WALL ABOVE ' I REBAR:4-#4 EA.WAY I X x F-__________ � 1 1 located in the center third of the plate section and shall be attached to adjacent Q (n W SECTION SEE , , VIRGIN SOIL WITH 4"CONCRETE LANDING 4 I = I K 2X4 FRAME AROUND N , z >_ Q w STAIRCASE FROM FLOOR braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) TOP AND BOTTOM OF STAIR RUN. , •o , o ,, M 1 ----- -- M o •D DETAIL 3 ON PG 2 o° 4"DIA PIPE COLUMN 1 _ TO CEILING. TREATED SHOE , ` • 0 1 ' PLATE AND GYP.WALL BD • 1 1 W (n I N I -- ----- N INSIDE FACE OF WALL MIN. 0 1 .p 1 2. Connection of walls 12 inches total length or shorter connecting i • i 16'0" ' . , 0o p v ATTACH RAILINGS.HANDRAILS LL ' , ' offset braced wall panels to the foundation without anchor bolts shall be permitted. 4 1 4 ; ; °� -� , , ,___ __ -______- 34"-38"ABOVE NOSING. ; ; `7 The wall shall be attached to adjacent braced wall panels at corners as shown in ' •° ' ' ' ' R302.7 UNDER-STAIR PROTECTION o ; C N Item 9 of Table R602.3(1). (Fastening Schedule) ------------ -�-.--- -----�- -----.----- 0°--'--� o O I ' -- -------- I ENCLOSED SPACE UNDER STAIR THAT rr�^1 O S T T co 1 1 1 1 4 1 I • , '� , — - — - ' IS ACCESSED BYADOOR OR ACCESS 'n 1 ° . p d d . Ali ° . p a�. ,,, -- -- ----- PANEL SHALL HAVE WALLS, '� R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING DROP TOP OF CONCRETE , , ._ __ ___._ H "' ALARM co , , UNDER-STAIR SURFACE AND ANY ic► N AS REQUIRED FOR ; 4'-0" F- I i , i , I SOFFITS PROTECTED ON THE ENCLOSED ; icy ih SWING DOOR,SEE PLAN , , DOWN , , , SIDE WITH 1/2-INCH GYPSUM BOARD. , , FOR SIZE o0 1 0 1 SMOKE O UP EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, Cl) ; I ALARM I ; 'D ' ; FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ' 1 1 AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER o -- __-- •------- ----------------'-----------------------------------;-L -�- � - -- --�---------- ' - ; • ; OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES BELOW THIE TOP OF THE •------ ----------------------- -- --=----: v-a --- ---- - 1 - - - ° 1 1 BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL HAVE .v , '. v • v ; _ ._o- v °4 v '. v . v _°4 v '. v _. v _°4 n '. o . v_ v . v v _ _ . , ` _ _ -e_ _ _ _ a , NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE ' D - z :° -o' d - :° - -� n r -o' �- r :° n EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN (2)ANCHORBOLTS ------------i'rr ---------------------------------------------------- ----- i o.� •4 g- -------------------------------------- --2, ----- -- ---------------- - j - :� ' • ACCORDANCE WITH ONE OF THE FOLLOWING: r, N SLAB IN EACH CS-PORTAL M1307.3 Elevation of Ignition Source ; ; ; EXTERIOR PATIO SLAB ; .° ; ; BITUMINOUS COATING, h�'■1 FRAME WALL ABOVE Appliances having an ignition source shall be elevated such that O X wv 6"4000 PSI CAST-IN PLACE SLAB �° ; ,'a ; THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC p SECTION-SEE the source of ignition is not less than 18 inches above the floor ; o ; ; , , MODIFIED CEMENT, 9 0 0• W/6X6 w1.4/w1.4 WELDED WIRE MESH D DETAIL 3 ON PG 2 in garages.For the purpose of this section,rooms or spaces q D ; m ; °. ; ON GRANULAR COMPACTED FILL. o ; ; ; ; ONE-EIGHTH-INCH (3.2 MM)COAT OF SURFACE-BONDING r that are not part of the living space of a dwelling unit and , 1 Q 1 in PITCH SLAB AWAYTO DRAIN iD 1 b. 1 •p 1 CEMENT COMPLYING WITH ASTM C 887. W that communicate with a private garage through openings ; ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. O shall be considered to be part of the garage. 1 b 1 O 1 _ _ ______________________________________________________________________ °i OTHER APPROVED METHODS OR MATERIALS. C—' c 1 1 1 i•+ C3 1 1 1 ° 1 Q� •D°• D` ° ' ° D` ° a • '• ° p` ° ' " ' ° D` ° •' ' ° D` ° -'• • ,a i EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED 1~r M MAINTAIN REQUIRED SEPARATION 1 - - ---------------------- - ° - ° ' v 4 . v `• v 4 v o' WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. ' \ , O DISTANCE FROM ALL HEAT vQ '•a d o4 •°° - ------ - ' o '' '' ° v PRODUCING EQUIPMENT TO ; -A - ; o . ,o o o .o p ; OC COMBUSTIBLE MATERIAL AS PER ------- ------------------------------- -----• '� MANUFACTURER'S SPECIFICATIONS DIRECT VENT „ ® "0 -, AND LATEST MECHANICAL CODE. HEATING SYSTEM - TYPICAL FOUNDATION - ( 9-0 WALLS ) x � �+ T IN ACCORDANCE WITH CHAPTER 4 � �j � o � � � INSTALL IN COMPLIANCE W/RESIDENTIAL, ENERGY 10" CAST-IN-PLACE WALL WITH DSO A�►C &MECHANICAL CODE HORIZONTAL REBAR: PER TABLE R404.1.2(1) � .� � Greater than 8 foot Wall Height: One #4 bar within CCi 27'-10" 12'-11Y2" 12 inches of the top of wall and One #4 bar near 24'-6" 12'-11/z' s the third points in the wall story. 7s'-3" VERTICAL REBAR: None (lu 01 24"x 12" CAST-IN-PLACE CONT. :� WALL FOOTING W/2-#4 REBARS CONTINUOUS B Mechanical Systems 9'-0" FOUNDATION WALL HEIGHT A 2-2 x 6 ACID SILL PLATES, COPPER TERMITE �i� p• THE MECHANICAL-HVAC SYSTEMS g SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND 07 9 SHALL BE DESIGNED AND INSTALLED FOUNDATION PLAN TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP PROVIDE FIRE BLOCKING IN FOOTINGS 1V TO 2H IN ACCORDANCE WITH PART-V ACCORDANCE WITH R302.11 OF THE NYS RESIDENTIAL CODE. SCALE: 1/4" = V-0" OF THE NYS RESIDENTAIL CODE. Z 78'-3" W 25'-2" 53'-1" rD V 12'-2" 11'-0" 15'-8" 8'-7Yz" OTT ..L U 2'-2'/z" U YP.ROOF CONST. W SIMPSON H2.5 EA.RAFTER TO > Z HEADER SIMPSON BC POST TO .. W HEADER CONNECTOR U CONCRETE PATIO Z O O T " LU LL i 6X6 WOOD POST 3'o" q FRAMER TO VERIFY CENTERLINE& 0 LL N 3-2x8 HEIGHT OF WINDOW OVER KITCHEN D / ______________ SINK WITH KITCHEN LAYOUT PLAN PROVIDED BY BUILDER. W (n O > T.O.W.8'-0" �'�/ o ,TJI 560 14" Floor Joists aCD 16"cc 2% FWG8080R FWG8080R TW3052 2 ry vJ TW3046 2 SEE PLAN FOR SIZE ; \ W LL SIMSPON STAND OFF BASE WITH N ; (3)1-3/ " VL - ; ANCHOR BOLT o w � (3)1-3/4"xll-7/8' LVL O II o� N ; 11' 24 8'/�' (3)1-3/4"x11-7/8"LVL (3)1 '-4"x 9-1/4"LVL < Z z a v I 16 v ' (2)1-3/4"x 14"LVL FLUSH UNDER KNEE WALL 5Y 5'/" 2 o - - - - - --+- - - - - - - - - - - - - - - - - - - - rn 00 x O cn O KITCHEN g a FLAT CLG `co FAMILY Ln ,TJ1560-14"-Floor Joists an.16"oc ® 4'-8" 13'-6" C ROOM o N = -------------- -------- `o FLAT CLG `o in E- ° 0 p o `oa Ey GARAGE LL @ 10'0" rol LL ° _ ` o.o a Q DWELLING GARAGE 0 0 c c m v y _ E ° a o J ; SEPARATION IN o �� rno TYPICAL PORCH STRAPPING FOR HOLLOW COLUMN ACCORDANCE WITH BEDROOM #1 _ Z 117 In C C N `O U N N N TABLE R302.6 FLAT CLG L' N -�° s 15 DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS N SEE DWG-1 FOR TABLE J O N U .a c C ` N j-- ` L PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. x INSULATE WALLS El 11UL LISTED GAS @ 10'0" y o.c° °`o - 0 o a Y o z COMMON WITH LIVING PRE-FAB FIREPLACE c ° " ro '� >a CL-- o c N m n 2 c `o m a o c 3 a AREA. GLASS DOORS& m s N g 3 s c'-c 3 ° v ARTHEXTENSION cX 000�o c �0ML� ca PROVIDE:HEAT PER RESIDENTAIL N c h a - In °�' L In0' o DETECTOR PER R314.2.1 DE-CHAPTER 10 t t'_ N m o f a M iVENT TO EXTERIOR r) c E v a T o s `o _ o - - - - - _ Pre-Fab/ Factory Built Fireplaces - BEARIN - a -Itv ABov- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °�� m = M L U to cn CO U f6 In accordance with chapter + R G W LL L E E �-� 3'-10" 3'-11" 8'-0" L o L 0)i o 10, factory-built fireplace inserts shall N INSULATION \ / be UL listed and labeled and shall be /z ~ � � � a ~ � E a= ° a -- ---------- -------- 4�2 installed in accordance with the ; s o conditions of the listing. Factory-Built o }� N 7 X 14 LVL DROP fireplaces shall be tested in accordance o 3-vr x 1�°LVL Flush ` R302.5.1 OPENING PROTECTION. 45 7"X - LVL FLUSHwith UL 127. Hearths shall be installed in INSULATED SOLID CORE STEEL - - - - - - - - - - - - - - - - - - - - - - - -- -_ - ---__ _ ______K -------------- - -------- --- - accordance with the listing of the N DOOR,20-MINUTE FIRE RATED. 4-2X6 4 2X6 - - - - - - FB - AB - - - - - -LINE OF BALCONY ABOVE 5 2X6 `7 ; WEATHER STRIPPED 6'-5" 5'-4" 5-2X4 N Fireplace 81 in accordance with NYS code w v ; W/SELF CLOSING DEVICE. , , DN a, z 5/z 3/2" _ for Hearths & Hearth extension. a 24'-0'/i' 12'-01W' 6' 11" 5'/�" 16'-2" T-10" 2.6, WALK-IN All Fireplace shall be equipped with an 5/z 5r�" CLOSET exterior air supply. Exterior air ducts X T ' 11 ` N --------- - FAN 00 (2)1-3/4"x 14"LVL FLUSH UNDER KNEE WALL "' i� WALK-IN shall be UL listed. Factory Built Chimneys _ _ _ - _ _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ CLOSET FOYER shall be in accordance with chapter OPEN TO ABOVE °UP 9 PANTRY - ------ - ------ 10 Section R1005 Factory Built Chimneys. -------------- ------- �TJ1560-14"-Floor Joists(@..16"oc , o " CN ono N --------- N --------- - GUARDRAIL �� ° --------- - 3�_5" R312.2 WINDOW FALL PROTECTION NOTE: 0 3'o" } - u°. 3'/� o � � � � � � � FAN TOP OF THE WINDOW SILL SHALL o � co N HA D AI J WOOD r 12'-0'/" in M Q BE A MINIMUM OF 24 ABOVE THE FINISHED "' Cl) N D ¢ PLATE C?c N FLOOR AND GREATER THAN 72"ABOVE THE CO N _ z_ UP o F_ FINISHED GRADE OR OTHER SURFACES a N F® N N o p in 18R BELOW ON THE EXTERIOR SIDE OF THE 2-2x10 x o 7"X 14"LVL FLUSH 2-2x10 3 2x10 ; 2;2x1 7"X 14"LVL FLUSH co BUILDING. SHALL COMPLY AS FOLLOWS: % ------------------------"------^---" - '- 5-2X6 >- ----------------------------- ---- - - - ---------------_______ p Q 5 2X6 5-2X6 5 2X6 5 5 2X6 W o TW3046 U TW3046 Q d i R312.2.2 WINDOW OPENING CONTROL DEVICES: Tw3052 � TW3052 LAUNDRY Roots � - � (n _I WINDOW OPENING CONTROL DEVICE SHALL FLAT CLG N ° TEM GL ID BATHROOM z j Q COMPLY WITH ASTM F 2000.THE OPENING 0 10'-o" COVERED I FLAT CLG J Q W U @ 10'-0" m C� fn DEVICE AFTER OPERATION TO RELEASE THE _ 2x 8 RAFTERS Ca?16"oc „ PORCH o o DEVICE SHALL ALLOW THE WINDOW TO w a W(D o 2X8 CEILING JOISTS @ 16"oc `D CONCRETE LL ti 2x 8 RAFTERS "oc o W FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 2x4 COLLAR TIES @ 48"oc ¢ � Z 12'-0/2" 3 2x10 ` 3-2x10 ;'"__'; 3-2x10 c m 2X8 CEILING JOISTS @ 16" < o ___ _____ JJ _____ ___-_` ___i_ _i____________ ______ - 2x4 COLLAR TIES @48"oc 2-2x10 ' ' --- 2-2x10co LL TW3052 6x6 SOLID P.T. TEMP GL TW3052 CODE COMPLIANCE STATEMENTS: POST FINISH TO 8"X8"WITH AZEK ~ 1. The windows selected for this project shall meet the egress requirements of R310. 2. All windows shall meet Section R308 Glazing and R308.4 Hazardous locations. Q, 3. Windows were required shall meet the Window Fall _ protection requirement R312.2. 7'-4/2" V-9/z" T-4" 6'-5/, 6-5/44'-0/< 9'-7" 9'-7" 4'-7/, 6'-5/, 6'-5/, 4. Bathroom windows shall meet the hazardous " Z glazing requirements as per R308.4 24'-6 12'-11/2' 2T 10° 12'-11vz' H d 00 5. Stairs, landings, railings & guards shall comply 'U a/ rn .� with R311 & R312 7s'-3" 00 6. Outside lighting shall comply with RE 3803.3 � 0 7. Stairway illumination shall comply with R303.67 � NOTE: TOP OF WINDOWS:8'-0" �- and R303.8 WINDOWS, EXTERIOR FRENCH & SLIDING DRS B GUARDS R312.1 10+-0++ PLATE A ALL INTERIOR AND EXTERIOR DOORS;8'-0"HIGH 13 8. Fireblockin shall comply with R302.11 thru R302.11.2 Plans indicates ANDERSEN series 400 Tilit Wash 9 O Smoke Detector g g p Y GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF HEIGHT 9. Draftsto in shall conform to R302.12 thru R302.12.1 Model Numbers and shall be In accordance with R609 OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, Carbon Monoxide Detector [NY)915.3.3 Residential Buildings and Commercial Buildings ptI pp 9 O 1ST FLOOR PLAN ro . '10. Flames read and smoke-develo ed index for wallsTo be designed &installed as per manufacturers RAMPS AND LANDINGS,THAT ARE LOCATED MORE co Refer to DWG-1 General Notes With an Attached Motor Vehicle Related Occupancy p p specification for 140 ultimate design wind speed THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR SCALE: 1/4" = 1'-0" g pY and Table 301.2(2), 301.2(3) OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES In accordance with Section 915 of the Carbon monoxide detection shall be installed in a central or otherwise approved and ceilings shall com with R302.9 thru R302.9.4 pp 11. Flame spread and smoke-developed index for HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 2020 IFC, R314, R315 of the Residential location in each occupiable space in a commercial building and within 10 feet of p p Provide HP LOW-E4 glass; U = .30, SHGC = .30 INSECT SCREENING SHALL NOT BE code of NYS the entrance to sleeping areas and sleeping units in residential buildings insulation shall compy with R302.10 thru R302.10.5 EGRESS: shall meet R 310 CONSIDERED ASAGUARD. AREA SCHEDULE and commercial buildings that: WINDOW FALL PROTECTION: shall meet R312.2 11. Recessed lighting fixtures rated for HANDRAILS R311.7.8 NAME AREA 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. g p g membrane penetration shall meet ASTM E119 2. Share one or more common walls with an attached motor vehicle related occupancy,or •,,,r;`' fat© and Flre Stopping ASTM E814 or UL 1479 See page one, general notes for additional HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE FIRST FLOOR AREA 2062.7 Sq ft. 3. Are located one story above or below a motor vehicle related occupancy. y0. ppi g as per code requirements. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. 12. Exterior Decks shall comply with R507. GARAGE AREA 983.3 sq ft. ?'`" � Z W �D V O _ U 53'-9" 6'-21/2' 12'-2" 11'-0" 15'-81, --------------- W �-- NOTE:GLAZING HAZARDOUS LOCATION:R308.4 Z INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED W Q AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS O THAN 60 INCHES ABOVE A STANDING O SURFACE AND DRAIN INLET. WET SURFACES:R308.4.5 W GLAZING IN WALLS,ENCLOSURES CONTAINING Q WHIRLPOOL,BATH TUBS,SHOWERS, SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM ^ EDGE OF THE GLASS IS LESS THAN 60" V J MEASURED VERTICALLY ABOVE ANY STANDING OR W WALKING SURFACE SHALL BE CLASSIFIED AS — — — TW3052-2 — — — — — — — — — —TW3052-2 — — — — — — — — — TW3052-2— — — — — — — — — — — — — — — TW3052-2— — — — — — — — , PER TABLE R308.3.1(1)AND R308.3.1(2) 0000 U) EXCEPTION:GLAZING THAT IS MORE THEN 60" rn l 3-2x10 3-2x10 3-2x10 3-2x10 I MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, �+/ W O 7AN I FROM THE WATERS EDGE < Z Z SAFETY GLAZING IS REQUIRED ADJACENT TO LO M 14'-0" 8'-0" 14'-0" 15'-9'/z" I STAIRWAYS,LANDINGS, AND RAMPS WITHIN 5'/z' 5'/z' Cj 3'/2' 75 3'/z' 36 INCHES HORIZONTALLY OF WALKING SURFACE Q60"KNEE WALL I OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM O M O 'N TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN `., I I EXPOSED SURFACE OF GLASS IS LESS THAN a, 60 INCHES ABOVE THE NOSE OF THE TREAD N I I OR WALKING SURFACE, U U U U I � U O O O D s �00 ° W U �QO to o I �� BEDROOM #4 /\ �@ BEDROOM 43 o BEDROOM #2 GUARDS R312.1 c .N 0 Unfinished 2nd Floor l o Ln W o W W M U)W I GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF .D �'� ` o a O- O- O- rn m aD w O l w -,F- -, w -,H I OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, w e..w E m ° n`o LL Storage Only (')0 0� � (�� RAMPS AND LANDINGS,THAT ARE LOCATED MORE � ° m o n c m m v, ° Z ¢ z g ¢ z g z g l THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR o O � f6 c 0 J J CD yj J J 0 OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES m o n o o ° c aD m o W o W0 o W O o W O cw U h rn o•�s `o X U I x U U X U U U U I HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ° .° c c" a N N o o WALK-IN N o Co N c co ';a N C O•g ° a N M 8 o cX is NN CLOSET is NN X N iNa INSECT SCREENING SHALL NOT BE .y.2 c a @ o c 3 N ( N its io N N o I CONSIDERED AS A GUARD. c o ° N L > nY� o o I N N F I HANDRAILS R311.7.8 L'` o o o a m m N SEAL&INSULATE c � c' �'a�, ccnmcnwyrn N N ATTIC STAIR PER '� c c u, 2x12 RIDGE I I HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE m._._ c L ° u = Co C _ _ — _ — _ — _ _ _ - — _ — _ — _ _ _ — _ — _ _ SECT. 1102.2.4 O - SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. o O Q U"'L12 { l \ , SEE DIET ON DWG-3 2-2x10 FLUSH co ° m ° C c 2 2x10 FLUSH I r Cl) � a C>�� � C y Uj.�'�N U - � _ ' _ 2'-8" - - - - - ; cl- nym �= E ? ac'ioN ° o �i I i (1)1-3/4"x11-7/8"LVL RIDGE BOARD I o z,� q E m c o o 0 o `,° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — NOTE:GLAZING HAZARDOUS LOCATION: a� cai=m mpMoo� En N mr'ni INCLUDING BUT LIMITED TO THE FOLLOWING: H ° m m a" F- m E EL o L co to I I N "D ►:� o.0 1 BALCONY O ;o O I SAFETY GLAZING(TEMP GLASS)IS REQUIRED 0, (S ' O i� a a o cn , N WALK-IN AT GLAZING IN A BUILDING WALL ENCLOSING LL I; ;__ _______:_.; co c1 CLOSET I BATHTUBS AND SHOWERS WHERE THE c� BOTTOM EDGE OF THE GLAZING IS LESS CLOSET iv GUARDRAIL in l THAN 60 INCHES ABOVE A STANDING ° W N U l 2'8 l SURFACE AND DRAIN INLET. CID -----DN 24'-OYi' 7'-0'/z' ----------- WET l GLAZING N WALLS,ENCLOSURES CONTAINING 5/2' ----------- 08.4.5 2 6 ' 5'/i' WHIRLPOOL, BATH TUBS,SHOWERS, I o FAN d I SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM M 2-8 Open to ® EDGE OF THE GLASS IS LESS THAN 60" y ( MEASURED VERTICALLY ABOVE ANY STANDING OR CC 5 00W60"KNEE WALLU °' WALKING SURFACE SHALL BE CLASSIFIED AS ® LAUND Y ROOM below M OW ___ _ _ Ln� J � ° a- I `r° PER TABLE R308.3.1(1)AND R308.3.1(2) 0 Z' o 2 F- .9 ao F wow o ----------- o �v z g Q U @ o ,Nr EXCEPTION:GLAZING THAT IS MORE THEN 60" ----------- - N ¢ J-� _ X om I MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, 7'-2'/z" o U 0 20'-5/2' ----------- 12'-2'/2" O W N I FROM THE WATERS EDGE BOTTOM OF GLASS cD 5Y� " N N ---' -------- Q z g l IS(LESS)THAN SAFETY GLAZING IS REQUIRED ADJACENT TO _j @ 60"MIN FROM TF E STAIRWAYS,LANDINGS, AND RAMPS WITHIN Co %2Z'4-6"EDo U OU ( WATERS EDGE SHALL 36 INCHES HORIZONTALLY OF WALKING SURFACE o " BE TEMPERED(ALL PANES) OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM r, n, I i i I N N I R308.4.5 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN N EXPOSED SURFACE OF GLASS IS LESS THAN N 60 INCHES ABOVE THE NOSE OF THE TREAD N w Lu p OR WALKING SURFACE, 0 co I 2-2x10 2-2x10 Z P-2 '10 ( O co c L — — — — — — — — — — — — — — —TW3046 — — — — — — TW3 — — — — — — — — TW304fi — — — — — — — — — — — — — — — — Q U) Q PROVIDE TEMPERED J (A VENT CLOTHES DRYER SAFETY GLASS @ IN ACCORDANCE WITH SHOWER DOORS CHAPTER 15-CLOTHES TYPICAL U) DRYERS EXHAUST. PROVIDE WATER-PROOF 17'-OY" PAN WITH CURB&DRAIN 9'_7" 9'_7" 17'-6'/i' 24'-6" 53'-9" 9 A 9 � a � R312.2 WINDOW FALL PROTECTION NOTE: c> Z TOP OF THE WINDOW SILL SHALL ~ ¢ ct BE A MINIMUM OF 24"ABOVE THE FINISHED 9'-l" PLATE HEIGHT M ,a FLOOR AND GREATER THAN 72 ABOVE THE O FINISHED GRADE OR OTHER SURFACES 2ND FLOOR PLAN �") N BELOW ON THE EXTERIOR SIDE OF THE SCALE: 114" _ 1'-0" BUILDING. SHALL COMPLY AS FOLLOWS: — �/ o �, t R312.2.2 WINDOW OPENING CONTROL DEVICES: O Smoke Detector Carbon Monoxide Detector �- A -. O WINDOW OPENING CONTROL DEVICE SHALL AREA SCHEDULE CO P� AF'i�" COMPLY WITH ASTM F 2000. THE OPENING NAME AREA O Refer to DWG-1 General Notes z� ��. OVA DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO In accordance with Section 915 of the FULLY OPEN TO MEET THE CLEAR OPENING SECOND FLOOR AREA 1610.5 sq ft. 2020 IFC, R314, R315 of the Residential 1 Q code of NYS AS REQUIRE TO MEET EGRESS R310.21 \ d !' 1 s� z W 12 - 12 (n 7� �7 V O _ U CONT.RIDGE VENT Lo - — -OP OF PLATE i v 12 12- 7 W M � � F W z 00 JO = - TOP OF SUBFLOOR 4 L.J.. - — TOP OF PLATE �Z) w v�TOP OF P O _ATE _ _ _ - N I „w 111 H - - z O cy.) o r7l m - - - TOP OF SUBFLOOR r7 r, El 11 F--7 11 117 1 '—' 1 c, TOP OF FOUNDATION _ s - .. ,.....•.v..................-,.,..,,.-,.,._e..mn"""-"•, - -..,..n..,-.,,,,..a..-m..-.- .... .. ,..,...,...........,.._.wy,. .,..,....:..,;....u:..y » ,..» ... ,... . ,.w .. - ,w, _ -- _ _ — L O �� ° O.0 Lo w - w E f4 a`o4 - � FINISHED GRADE __• _-..-_ww. ,.L.. ...y _ - . ..._ . . _ s N N� O_ I c O N a O _ p N ce) I_ I c r I C O'� O O N E R O O._0 S."'" Vi (� U - - — — — - - - - - - - - - - - - — - — - - - - - - — - - - — - - — - - - - ,- 4 o a° ''Z c SaloY c °3 6 0 o oC a v m n LEFT ELEVATION r/7 Y N Y 01 C 01 to InN . _ i _ C 11 - 1 11 I I I %i �-° o ff oLr o f 0 V O �O„ O 2@ C E `•—C N SCALE. 1 4 - 1 -0 L)CZ � � d)CN I I I I I- -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - -� - - - — - FL- c°� In m o IL- o E n c S E TOP OF FOOTING `6 y o 4 "' m ca) o D ° L - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J CONT.RIDGE VENT TOP OF ROOF CONT.RIDGE VENT E I TOP OF PLATE O N 0 � � Z 12 �' 12 12 ' 12 e } Q 14 14 1 °o � Ln J i co M M U) UTT LE S � OUIRED CV GUTTE RS&I EAD FRS TAL TAN ING � S REQUIRE) TOP OF SUBFLOOR I S AM OF - - — PIC L - — _ TOP OF PLATE TOP OF PLATE — - I O T- 4 01 -I loll CC) -- LLE -e, U E TOP OF SUBFLOOR N - - M TOP OF FOUNDATION - _ _ _ __ - _ — TOP OF FOUNDATION b!J C� 2 own---! ct M cC._- ti w 1. t.• • _ I i i � FINISHED GRADE O L _ _ _ I I FRONT ELEVATION I I � N SCALE: 1 /4" _ 1 1_O11 I I I QZ L — — — J I- - - - — - - - - - - - -� L- - - - - - - - - - - - - TOP OF FOOTING�-I - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - -r - - - T - — — - ,� 1 10 � 9B L - - - - - - - - - - - -� - - - - - - - - --- - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - --� - - - - J 0t he Z W _ �D V O 4'-0" Lill U (D CONT.RIDGE VENT V TOP OF PLATE ., > Z W J ASPHALT SHINGLES 20 Z O O W LL = N 0 �— GUTTERS&LEADERS ' AS REQUIRED — _ TOP OF SUBFLOO_R_ v� ) TYPICAL // — _ TOP OF PLATE MW V) (0 Ln W V— Q ZO LO Z o C ILI o cy) o N I— N r- TOP OF SUBFLOOR ° - - - E c � y TOP OF rUETNDATION " ° E ` - - - - - Lc � c`o2 ° now 02 U ° C: FINISHED GRADE I =�_' I c ° G. m ar°L ° c L — — — — I I I I � oN � Qa O N y U Y d V C 2 N 8 EMERGENCY ESCAPE �s u, 0 3 Window well-Typ I AND RESCUE I I _ I c: �, ° a� connect to 4"drain WINDOW WITH WELL ° 2 c N °E II, to d ell as per I I I I 0) - - 2 - -r _ c I site plan by others, RIGHT ELEVATION I I I I L a = N 2 o,3°.E SCALE: 1 /4" = 1 '-0" U I I m M. I " � � E ° U, c z �� a� =a) - N O °L E.'m c n E m m o c� CONT.RIDGE VENT r - - - - - - - - - - - - - - - - - - - -- - - - - - L - - - - - - - - - -7- - - - - - - - - - - - -- TOP�F FOOTING _ - H u'i m H E a `o a t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - J ASPHALT SHINGLES CONT.RIDGE VENT GUTTERS&LEADERS AS REQUIRED TYPICAL TOP OF PLATE ry p ASPHALT SHINGLES O W N O r Z ' M a 6i �_ GUTTERS&LEADERS � � J TYP CAREQUIRED N Q > U W ' TOP OF SUBFLOOR (A TOP OF PLATE O E— E— U LO — TOP OF SUBFLOORcz — _ — TOP OF FOUNDATION FINISHED GRADE N 4.1 U -- - - - - - - - - - - - - - - - - - - - - I 4"reinforced - - - CY) TO s- ct r �- T - - - - - - - - - - - - - - - - - - - - - - - - - - - - T -' 1 PC Pad on grade � � M (maximum one Riser) F - -}- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4�_0„- � o o �- I I co I I REAR ELEVATION I I I — — — " I , SCALE: 1 /4" = 1 '-0" `14 I I I I �- - - - °� r — — — — }- — } — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -} — -+ -� — - — - - 8 TOP OF FOOTING - — — — — — — — — — — — — — — — — — — — — h1� Q ENGINEERED FLOOR JOIST 1/2"THICK GYPSUM F _A "X2"MINIMUM FLANGE OF 1118 2WIDE. BOARD LAYED ON ADDITIONAL FIBERGLASS BATT INSULATION INSULATION SCHEDULE TOP FLANGE WITHOUT TIF REQUIRED TO COMPLY WITH ENERGY shall comply with 2018 1 ECC ANY FASTENERS. )()()()( UUUU(VJIIJJ CODE. REFER TO RES-CHECK OR HERS 12 12 NOTE: REPORT FOR INSULATION REQUIREMENTS. 7 7 O INSULATION OMITTED Location R-value Thickness FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION Flat Clg * R-30c 8-1/4" ENERGY DOCUMENTS PLIANCE NSULDATTN TOP FLANGE ION STAY WIRES 214'APART ONTINUOUS RIDGE VENT Vaulted Clg R-30c 8-1/4" MANUFACTURER:"ROXUL" RIDGE BOARD V Floor(unheated space) R-38c 10-1/4" /outse air) c FIRE PROTECTIVE OPTIONS Floor id i Floor(outside R-30 8-1/4" FOR I-JOISTS FLOOR SYTEMS Exterior 2x6 walls R-21 5-1/2" U air seal walls to ass 3 air changes per hour COMPLIANCE WITH:EXCEPTION: 3;FIRE PROTECTION P g P OF FLOORS: EXCEPTION:#3. Above grade attic walls R-15 3-1/2" - _ _ i _ TOP OF PLATE W Foundation Walls optional R-11 on walls R302.13 Fire protection of floors. Foundation Rim Joist: R-30 Floor assemblies that are not required elsewhere in this code to 2x6 CT @ 18"oc / Z All GlazingU = .30 SCGH: .30 be fire-resistance rated,shall be provided with a 12 ® ® \ry 12 /z-inch gypsum wallboard membrane, 7 , 7 W Q Doors-less than 50% glazing U = .40 %-inch wood structural panel membrane, Door-more than 50% glazing U = .30 SCGH: .30 or equivalent on the underside of the floorframing member. (' 1 J Penetrations or openings for ducts,vents,electrical outlets, _ oo O * lighting,devices,luminaires,wires,speakers,drainage, O O If part or the entire attic will be decked over with plywood, piping and similar openings or penetrations shall be permitted. Unfinished 2nd Floor Zn the ceiling joists must be deep enough in order to fit the Storage Only9 W V'- batt insulation So that it is not compressed. If not then Exceptions: o [] Clg Jsts Will have to be built up or upgraded to the next Size. 1. Floor assemblies located directly over a space protected by an ENGINEERED LOTOP OF SUBFLOOR V) automatic sprinkler system in accordance with Section P2904, FLOOR - - - - - - -Other Specifications: ^ O NFPA 13D,or other approved equivalent sprinkler system, JOISTS TOP OF PLATE_ W �J J _ cj� 3:2. Floor assemblies located directly over a crawl space not intended W • Windows: Us 0.30, SHGC<_ 0.30 for storage or fuel-fired appliances. STRAPPING v / • z 100% high efficiency lighting (CFL s or LEDs) DET 12-DWG2 �'�^ - \,I� - _ _ _ _ _ _ _ _ _ TOP O_F PLATE_ • 5 changes 9 3 air chap per hour 3. Portions of floor assemblies n W O shall be permitted to be unprotected where complying with the following: Z 7 • Z All Energy Star appliances 3.1.The aggregate area of the unprotected portions does not exceed R-38 BATT 5/8"FIRE RATED Q 80 square feet per story INSULATION GYP BD CEILING Z 3.2. Fireblocking in accordance with Section R302.11.1 is installed along FLUSH LVL GARAGE FLUSH LVL 1 R403.6 Mechanical ventilation shall be provided that the perimeter of the unprotected portion to separate the unprotected DWELLING GARAGE meets the requirements of Section M1507 portion from the remainder of the floor assembly. SEPARATION IN CD5 ACCORDANCE WITH t- 4.Wood floor assemblies using dimension lumber or structural composite TABLE R302.6 - n R403.7 Heating and cooling equipment shall be lumber equal to or greater than 2-inch by 10-inch nominal dimension, - SEE DWG-1 FOR TABLE o o M O or other approved floor assemblies demonstrating equivalent fire performance. _' INSULATE WALLS sized in accordance with ACCA manual J by a COMMON WITH LIVING certified third party rater. AREA. PROVIDE:HEAT + .2( DETECTOR PER R314.2.1 - -' c E y TOP OF SUBFLOO_R_ ° ° o,•- CONTIN000S RIDGE VENT �'�w E 2 N v o 12 r IDGE BOARD TYR GARAGE SLAB _ _ _ o t O o TOP OF FOUNDATION a) c .3' ° PITCH TO DOORS < i 5 0 L -°° o m c ° a <6 '� I• ..•a 2 C 0'6 O O N om O b f_ _ _ _ 1 b e ` O'� O'G U`� N U U Y R905.1.2 ICE BARRIERS; R802.4.6 COLLAR TIE I I C!�: c ° m a °c 3 SELF ADHERED POLYMER MODIFIED ° 1 1 o= m.0 3 L c c•r-'3 O ZSHALL BE NAILED with 4-10d r , •� a) a C Y � nY o BITUMEN SHEET USED IN PLACE OF Bottom of I 1 " a `o 0 0.c�' �, £ >`, , o O ° N C L O BOX NAILS IN ACCORDANCE Footing I 1 ICI I I ICI I I n U NORMAL UNDERLAYMENT AND 4. g 4; a ° a� " a `� °' �'" N EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE I I rn N w - a�" s c ALL ROOF SURFACES TO A POINT NOT Grade o .`•c = s Q a._ oCD 0 CUO LESS THAN 24 INCHES INSIDE THE w\ry ° o v Grade Minimum p°6 it '�`�' '�`�' II b°6 -1 _0 o o -0 °� 6 m•°c I I I I I tt c N 3 EXTERIOR WALL LINE OF THE BUILDING. ���° SECTION - B - � II I L � cnym ocE !5a) ON ROOFS WITH SLOPE EQUAL OR GREATER 12 2x6 CT @ 48"oc 12 N1102.2.3(R402.2.3)EAVE BAFFLE '� '�� I '` w z'E Z, Q N c a THAN 8/12,THE ICE BARRIER SHALL ALSO BE u7 FOR AIR-PERMEABLE INSULATIONS m c n E c m o c O APPLIED NOT LESS THAN 36"MEASURED ALONG 7 7 IN VENTED ATTICS,A BAFFLE SHALL BE 1 11 11 11 11 11 11 11 H °° of m v H m E n c o a THE ROOF SLOPE FROM THE EAVE EDGE OF THE �g, INSTALLED ADJACENT TO SOFFIT AND SCALE: 1 /4" - 1 -O 44 11 "J ll d° BUILDING EAVE VENTS. BAFFLES SHALL MAINTAIN LL _ y 2X4 STRAP AN OPENING EQUAL OR GREATER THAN 6 6 TOP OF FOOTING @ 48 O.C. THE SIZE OF THE VENT. THE BAFFLE a - - _ _ _ - _ - R806.3 SHALL EXTEND OVER THE TOP MIN. 1"AIR GAP UNINHABITABLE ATTIC OF THE ATTIC INSULATION. BETWN INSULATION R-38C BATT WITH LIMITED STORAGE AND SHEATHING INSULATION TOP OF PLATE _ - _ - _ - TYPICAL ROOF CONSTRUCTION TYPICAL FOUNDATION CONSTRUCTION Class AAsphalt Roof Shingles w/ in accordance with chapter 4 f� 2.1 LAPPED JOIST 3000 psi Air Entrained cast-in-place concrete 2X8 LEDGER � ® ® LAT'P D NOT LESS THAN 3". ® ® fasteners per manufacturers specification LAG SCREW TO R 21 BATT BE NAILED 16d and the NYS CODE. wall on cast-in-place Concrete Wall Footing per STUDS @ 16"OC INSULATION N NAILS IN ACCORDANCE - R403. refer to Foundation Plan for footing Size & SIMPSON SKEWED ABLE R802.5.2 ON DWG-1 Underlayment as per section R905.1.1 & HANGER RAFTER @ EACH 00 installed per Table R905.1.1(1) thickness. Concrete Horizontal and Vertical C BEDROOM #3 Ice & Water barrier as per section R905.1.2 Reinforcement per Chapter 4. & gen note #6. 2X8 RAFTERS 16"oc �" re Damproofing per R406. 2- 2x6 approved 2X4 CEILING JOISTS 16 OC 12 (Note: Double underla ment y is required treated Sill Plates, Sill Seal And Termite shield per 5 R-21 BATT for Roof slopes between 2 on 12 and 4 on 12) Section R318. Anchor bolts per Foundation Plan INSULATION TOP OF UB_FLOOR - _ _ Framing As per plans with 112" exterior grade and R403.1.6 TOP OF PLATE span rated structural plywood Sheathing, co- Nail to framing in accordance Fastener INTERIOR WALL FINISH o 0 i BLOCKING ENGINEERED Schedules & Strapping per detail sheet(s). Provide 1/2" Gypsum Wall Board on ceilings O J000s Flashing per R905.2.8 and walls except basement walls & clgs - unless M z WRAP HEADER IN noted. Min 1/2" Moisture Resistant Wall Board on } U) AZEK BOARDS ® ® ® ® TYPICAL SOFFIT CONSTRUCTION. o Q Ceiling and all walls in Bathrooms (humid areas) W 12" overhangs-typical, 12" rake overhang Q U) ui 4"AZEKBEADED = and 5/8 cement board on walls and ceilings in wet areas. 7.5 Wood fascia & 7.5 Wood rake boards. „ z > q PORCH SOFFIT ON Provide 5/8 Fire Rated gypsum wall Board on walls Q Lu v FURRING STRIPS o azek" or equal and ceiling located as per code, manufacturers -' FOYER FAMILY ROOM Metal drip edge per R905.2.8.5 requirements and drawings. Fully Vented beaded Azek Soffits R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING COVEREDE E R 9 ENGINEERED TYPICAL EXTERIOR WALL PORCH FLOOR EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, JOISTS PATIO 2x6 Doug-Fir Wood Studs @ 16" oc. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES 11 11 11 TOP CF UBFLOOR_ _ _ _ Double top Plate and Single Sole Plate. AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM)BELOW THE 1/2" exterior Grade - Span Rated TOP OF THE BASEMENT FLOOR,TO THE FINISHED GRADE. MASONRY WALLS TOP CF FOUNDATION SHALL HAVE NOT LESS THAN 3/8 INCH(9.5 MM)PORTLAND CEMENT M■eI COntInUOUS Structural plywood Sheathing. PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING SHALL ° °.6 Fastened per Fastener schedule. BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: °•� °a� R302.13 FIRE PROTECTION OF FLOORS: °s� ° w R-38 BATT PROVIDE 1/2"GYPSUM BOARD ON ENTIRE °° PER TABLE R404.1.2(1) �.- tyvec House Wrap or equal. d ob;o ,• INSULATION BEAM hardie Sidin CEILING ABOVE BASEMENT ATTACHED BITUMINOUS COATING. a o p ONE#4 BAR WITHIN g as per clients selection THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED CEMENT. „� N a a;, TO THE UNDERSIDE OF THE JOISTS. q >. 12 INCHES OF THE TOP OF WALL a. ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C 887. AND ONE#4 BAR NEAR installed per manuf specs and NYS code. [-1ct 4: •a 'a;°• THE THIRD POINTS IN THE d' - ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. Cont. load path strapping installed in accordance OTHER APPROVED METHODS OR MATERIALS. 0 a b a ; WALL STORY. o with drawings. Provide Fire Blockingin accordance d UNFINISHED °' with R302.1 & R302.11.1 and R802.4.6 COLLAR TIES w �. BASEMENT a e p Bottom of Draftstopping per R302.12 & R302.12.1 WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, cO3 ., q°> a >• Footing THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE ° 36' below d. P p >o: AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). M rp Grade Minimum TYPICAL FLOOR CONSTRUCTION COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL ' O TYR BASEMENT SLAB °° " SPACED NOT MORE THAN 4 FEET ON CENTER.°s 3/4 Plywood Span Rated Subfloor, o -� TOP CF F OTING RIDGE STRAPS IN ACCORDANCE WITH E ® N - - - - - - - - Glued and Nailed in TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. accordance with the fastener schedule. o e. a .• ..t a ..' CC$ 2 #4 REBARS IN FOOTING Floor joists and Bridging as per Code. ED � � a SECTION - A0, PROVIDE FIRE BLOCKING IN i i4 SCALE: 1 /4 11 _ 1 1'O 11 OF THEDRC RESIDENACCORANCE WITHTAIL CODE. A� J Q o�a��o JL 4"VTR jL 4"VTR ROOF VENTS: z P3103.1 ROOF EXTENSION W 2" �•�'•• 2" OPEN VENT PIPES SHALL •... 2" ■ ; •• • •;' '. ' EXTEND MINIMUM 6"ABOVE ' •; •• •"'•• THE ROOF OR 6"ABOVE THE '^ • v , : 3" : 3" ; 3" : ; ANTICIPATED SNOW ACCUMULATION. 1 1/2" 1 1/2" . 1 1/2" , 1 112" , 1 1/2" P3103.2 FROST CLOSURE: O ' 2" : 1 1/2" ;1 1!2" :1 1/2" '1 1/2" 1 1/2" ' 1 1/2" � � � � ; WHERE THE 97.5%VALUE FOR T WASHER : ...L OUT-SIDE DESIGN TEMP IS 0 DEG F 2 2 2 2 2 OR LESS.VENT EXTENSION THROUGH 7 A ROOF OR WALL SHALL NOT BE LESS U F.D. 3" 3: 2 ND FL. THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE 2" 2" 2' 3" 3" 2" 3" 2" NOT LESS THE 1 FOOT INSIDE THE ■ THERMAL ENVELOPE OF THE BUILDING. �J U WUj �- :1 1/2" 3" ; 1 1/2" ;1 1/2" 1 1/2": 2" ; ;1 1/2" :1 1/2" ; 1 1/2" :1 1/2" : 1 1/2" DW WASHER , O2" 2" 2" 2" O � 1ST FL. W LL 3" 2„ 3. 2" 2„ 0 L CO �_n— ZD CO V) ' W VJ O • L1� �^ LJL • BASEMENT V) W O 4"FAI 3" 2 Lr) z CO CO O 3: O cY O To a New Suffolk County 4" NI— Approved Sanitary System PLUMBING RISER DIAGRAM N E.� w C M y 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 Not to Scale 0 E U 8 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS �, m � � L � o�0 ..t MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 w.S E c c y o 2 2- = C lII @ C U N 016•�Y O Z N C O O O N f6 O 2 O.a -D 0.2 Y uci,vaiEc `o m aaoc3 O� n.03 Lcc2'3O rnm•- — L _ c LL•c c E 7 L U C O II U Q,*L• O Q O .�0. O Q�� +�• C N N•-C N _ C E U 0 0 ` O 0 C L) N t6 w .0 2' Q t'=i) C d 0 G7 O Lc a.E-m ma COO 00 cc:E O 7'0 7 L c 4- N F- U nma F- mEnL.E0n 00 Q N W O N 0 O z CIO Cl) ( Q Q LU LLI D ..J Q W U U) V1 a r W 'L7 M •0 � 1 ' O 0 M 4 U •� �D APC 0 J F( h� - ,► (I ROOF PLAN �" SCALE: 1/4" = 1'-0" GGtlTltl!o IsLv^HE=THEG BRACING METHOD Z EF-C'EG'.':-LL LIME BRACED WALL PANEL.a '''T'" `-"T- / /, /r�r j/ CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B / f / / DETAIL #1 ON DWG-2 r n / V TABLE R602.10.4 page 185 BRACING METHOD CS WSP CS WSP CS WSP GB CS PF CS WSP CS-WSP CS-WSP CS-WSP % i i CS P F CONTINUOUS SHEATHING O BRACE WALL LINE SPACING(FT).b 39 39 53.1 53.1 17.16 27 27 46 46 / PORTAL FRAME HOLD- DETAIL#3,DWG-2 ��TE� 1LL F 1',E_-T DO'.:CI - f TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 30" 30" 30" 48" 20" 24" 24" 24" 24" DErI_E F':Q 6ED'.:=LL F=t1EL-.T EIJD OF ER-CED.' .LL LINE GB GYPSUM BOARD U TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 15 15 18.8 37.8 4 6 6 9.5 9.5 END CONDITION 1 END CONDITION 2 BRACED WALL NOTES: TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c cc.Tr c_<_L s`ter-E: REFER TO DETAILS ON DWG-2 �J FOR HOLDOWNS,STRAPPING,BRACED U 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED •• 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 ' WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT 1 1 1 1 1 .9 .9 .9 9 / SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. Z BWL 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.3 1.3 1 1 1 1 BRACE WALL LINE I':I, 'UI' ER.,:EC';�LLR�LEL c�cETEo_�E-OF LltI W E°.��:E�t'r�LL : ;,c:-FcsE_ 5. ADDITIONAL 8001b HOLDOWN DEVICE - ENO CONDITION 3 - END CONDITION 4 rr• ^_EL,s-e r-e_ REQUIREMENTS O O 6. GYPSUM BOARD OMITTED Return panel:24"for braced via" Ines sheat'ied v,'t'i 7. GYPSUM BOARD FASTENING .7 j J j ' wood structu,a' pane's Q H 32"for braced Wa'! tines s'iea1hPd w;th 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) U , - 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED / structlual f beboard 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH (FT) 19.5 19.5 24.5 34 5.2 5.4 5.4 10.6 10.6 % Distance D: 24"fcr braced wa I nes srieat'ied w th SHALL BE OFFSET NOT MORE THAN 4 FEET. 1 ' ' /1 O wood structu,a' pane's 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL W v, TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 13 32"for braced wa" Imes s`ieat'ied With THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. /1/ structu•a'f be,board 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH {-j-, 1 '` PER PLAN BRACING LENGTH PROVIDED (FT) 23 41 32 39 13 14.4 18 12 12 END OFABRACED WALL LINEEND CONDITION 5 Hold-down 800 lbs capac;ty fastened to the edge of tie, 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL „A H COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y device: b-aced,wa'1 pane!closest to the ccrne,and PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE U) O to t'ie fc'uridat c.on c,f"cor framing be' �v R602.10.2.2 a. Linear interpolation shall be permitted For Sh 1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N ' /� b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, FIGURE R602.10.7 Li , the average dimension shall be permitted to be used for braced wall line spacing. END CONDITIONS FOR BRACED WALL LINES �'1 Q ABBREVIATIONS; BWL=BRACED WALL LINE, WITH CONTINUOUS SHEATHING O co O BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL A ' L CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION ' V r� 1 I I ' I y 4'-0 N I E 0 n m < o 0 J _ N LP O'E ` no o n 0 N 4'-0" 17'-1/z" m I 53'-111 m I 4'-011L� o °o aO = l` C.t 2 O U !6 U T 'pS C G n O a) C N N j 2� -•�� - o= _ O.LD -O.a O- r� L)O O Y 2." ' O y 2 C O I f0 n 0 C O I a��.o3 LC"C �� � �, N I J I 4'.0" C m m I I I � Co C Ld) 'n = `oE �C n L C 4'-0" I 45'-9" 4'-0" I I j ) c .9 c Y o L cf' 2@ t L r- C ? to L 0 O 3 V O O CS-WSP L' E L ,n-o C U CO L 1 , 2 0 'O C N N r j M� L.0 Q N C N C 0 I I CS-WSP I n ^' LL a 1 11 1 11 H r=n m o IL m E a.S o a '-0 5/16 4'-4 13/16'I � a � 5-0 11/16 3-0'/. 3'-0" � o U r U! 0 -I CS-WSP CS-WSP CS-WSP I CS-WSP 1 --BWL 1�- ------- -- -- ----------- , CS-WSP 'TV13052-2 TW3052-2 TW3052-2 CS-WSP TW3052-2 CS-WSP ---�- -- -- ---T> asp------------ eon_-_---.-_-Ew 30R .---_-_ � _-_ _-_-_-_-_- _ CS-WSP -� - ; a Cn ! 1 , O I ICoCh I I 1 1 U I -. _-.-_-.-.-_-.- _- ------------ I .-_ U -- ---- -BWL2-1- , a jca u- I - I j M ' ' N U j ­: 1 ® ® 0 U to N a N I I GB METHOD , N O TABLE R602.10.4 1 N I 7"O.C.AT PANEL EDGES = w ; INCLUDINGTOPAND a BOTTOM PLATES,7"IN FIELD I N F a I ALL HORIZONTAL JOINTS ' o� ! U) i ' Zit " I BLOCKED AND 1 I 00 , FRAMING CONNECTIONS e cf Cl) ( I i AS PER DETAIL 2 ON DWG 2UD ' M F- o o ...........ua. I I N 0 C_ cn C? Z MU __---_...�..._-..-..-- co Q1 ; 1 I' I � w ' I rn ' � 1 J U 1 _") W U) Cn 1 1 , ! co ' ----------- o u_ ------- ---Ii.............. U I BWL 2-2- ------ I N ---- _ 1-_. ------ ------' ------------ - I -_- -. -.+.-. -.---- --- _ I rar^. M I I I I I ' I I I I I�' �• � ' I ; I I 1 ' I V, Q I I I rI \TV ct CS-WSP CS_WSP TW3046 CS-WSP TW3046 TW3046 LO3 C'+S-WSP CS-WSP TW3052 TW3052 CS4P TW3046 CS-WSP CS-WSP TW3046 BWL 1-24'-811/16" - ----- ------ ---- - --------------- ---- -- ------------- ----- ----- ---•- ----- ------ -------- U tn U U 4'-0" i 45'-9" 4'-0" ' t o 1 , CS-WSP TW3052 CS-WSP CS-WSP TW3052 � N jCS-WSPCz I 1I 11-93/16 � �5'-9 3/16 ', ,_ 1 4 10 15/16' 4,_ 11 11 5'10 15/16 5'-2 3/16 -2 3/16II ' „ -4 10 15/16 1110 15/16" 1 24'-5'/z" 1 12'-11'21 1_ " 1 „ 1 27 10 12-11/z �. E �R- 4'-0" 1 17'-11/2" ( 53'-1" 1 4'-0" 2ND FLOOR WALL BRACING PLAN I i 1ST FLOOR WALL BRACING PLAN � I SCALE: 3/16"= V-0" SCALE:3/16"= 1'-0" < 1 \ � TOP OF PLATE \ V 00 ' � \ /p F— __ TOP OF SUBFLOOR \ ^ ---,--- TOP OF PLATE \ u' / CD \ W }" / / z / \ /•/ _ _ TOP OF SUBFLOOR ` \ W AVERAGE GRADE: 11.2 '\ U _ z J O O 51 '-0" 52'-0" w LL _ o LJL � TYPCIAL SETBACK FROM PROPERTY LINE TYPCIAL SETBACK FROM PROPERTY LINE RIGHT ELEVATION W U) Q SCALE: 1 /8" = V-0" 0= �: U) U) W 11 O Q z 75; Lo z ,o D 0 /• _•— -- TOP OF PLATE \ �/ TOP OF SUBFLOORI -\ p m o E ` / - — — TOP OF PLATE \ V w ' wE �yuo`ow " cum ]� c \ cQ o f Sr o 0 ' F.F.E.EL. = 13.8 ` � N.s � = = a� 3 � a3i mow- C U` p OL,a? NdL,, TOP OF SUBFLOOR Z ' - — — AVERAGE GRADE: 11.2 ` r N o w 3 E Y c c m �•Z•c � Q � a •-- � oo.cw a c o E ma ° . 67'-2 13/32" c. REAR ELEVATION 74'-9 19/32" a.=° TYPCIAL SETBACK FROM PROPERTY LINE SCALE: 1 /8" — V-011 TYPCIAL SETBACK FROM PROPERTY LINE ' CONT.RIDGE VENT TOP OF PLATE \ / 00 / TOP OF SUBFLOOR \ /p TOP OF PLATE N / \ N /• _ O NLU LU F.F.E.EL. = 13.8 \\ m cn /' __ TOP OF SUBFLOOR \.\ CG' Q AVERAGE GRADE: 11.2 \ 1- U)LU di W W U U U) 52'-0" (LEFT ELEVATION 51 '-0" TYPCIAL SETBACK FROM PROPERTY LINE SCALE: 1 /8" V-011 TYPCIAL SETBACK FROM PROPERTY LINE cl / _•— —- TOP OF PLATE U O �\AED A!?L,� to Z00 c� _•— _TOP OF SUBFLOOR \'\ Q� C � r�r,, •� M TOP OF PLATE /• o i ' F.F.E.EL. = 13.8lull \ \ = --•, O _•— TOP OF SUBFLOOR ` i AVERAGE GRADE: 11.2 \ 74'-1 9/32" FRONT ELEVATION 67'-2 13/32" TYPCIAL SETBACK FROM PROPERTY LINE SCALE: 1 /8" = V-011 TYPCIAL SETBACK FROM PROPERTY LINE