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- �o��g1lFfOl Town of Southold 8/4/2022 P.O.Box 1179 o. , 53095 Main Rd oy?jo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43314 Date: 8/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 520 Green Hill Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2021 pursuant to which Building Permit No. 46565 dated 7/15/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,front and rear entry stoops and attached garage as applied for. The certificate is issued to Wyandanch RE Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1458 6/28/2022 ELECTRICAL CERTIFICATE NO. 46565 7/1/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 Ch es Sanden t ri a Signature o uF TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "may • o� �r 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#: 46565 Date: 7/15/2021 Permission is hereby granted to: Martinolich, Michael 215 Circle Dr Plandome, NY 11030 To: Construct new single family dwelling as applied for per SCHD approval. At premises located at: 520 Green Hill Ln., Greenport SCTM #473889 Sec/Block/Lot# 33.-3-10 Pursuant to application dated 6/28/2021 and approved by the Building Inspector. To expire on 1/14/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,974.40 CO-NEW DWELLING $50.00 Total: $2,024.40 Building Inspector pF SOUI�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devline-town.southold.ny.us Southold,NY 11971-0959 �QIyOU e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch RE Corp . Address: 520 Green Hill Ln city:Greenport st: NY zip: 11944 Building Permit* 46565 Section: 33 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 13 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 47 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch 200A UC Lights 12' Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect Switches 45 4'LED Exit Fixtures 11 Pump Other Equipment: ERV, Micro, DW, VV/D, Fridge, Oven, Gas FP Notes: AS BUILT NO VISUAL DEFECTS " Two Story Unfinished Basement Inspector Signature: Date: July 1, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex 7 Telephone(631)765-1802 54375 Main Road "" Fax(631),765-95P2 P.O.Box 1179 G : Southold,NY 1197.1-0959 BUILDING DEPARTMENT JUL 2 2 1022 TOWN OF SOUTHOLD BUiLUNka UcF d. TOWN OF SOUTHOLD --gE R TIF I C.A.T.I O.hI Date:.:.:...:..). _o?...:,_...... Building:Permit No. 'y J Owner• lease print) - - (Please.print), I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this • �� ` in1111\11111111/NI,', day of . . .. .... 2a-_ ..: 4 _�nfp�%�,. �j _ L ) � •OpH TAS � y a 1 -b pVe4i 11 0 >>68 Notary Public, 4/u11111111►►1. �o��OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-, i/' /OUNDATION 1ST [ ] ROUGH PLBG. L NDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL J . ]- FIREPLACE & CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION >`[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: is cowINmoo 1404. Klov AV DATE It,bon INSPECTOR ��r ✓ ,*OF 5001 ` j VG �oyyolo * TOWN OF SOUTHOLD BUILDING "DEPT: °`ycotorrt ' 765-1802 INSPECTION [' ] OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ °] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] RE C/O REMA r r U o DATE INSPECTOR SOF SOUTy - - -- �o� o� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto N 765-1802 K. INSPECTION [ ] FOUNDATION IST [%-JO'ORO UGH PL13G. [7] F UNDATION 2ND [ ] INS.ULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY s [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O l REMARKS: o v1 b V Cb �� 0 *V6 tVI �e���✓� DATE [b I 2-b 17-0 INSPECTOR apF SOUr�, -- -- — - �o� olo # SOUTHOLD BUILDING DEPT. TOWN OF courm��`' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ /IR UGH PLBG. FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: op/ a DATE INSPECTOR J S� J � !� 50Ulhp� L 4 reap..., /1,fl L/1 # TOWN OF SOUTHOLD BUILDING DEPT. I `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]' RENTAL REMARKS: - ►v'� D vse w_v yN F,li► s-Jj A_ NO M Vro w t q�� Jr ltov(v n� eAry b-ok-V AA 1 4 hr��� u"&�42 / o,c �etolAq� DATE INSPECTOR OF SOUIyo q ALJ �`' t►/ �Il `// — - # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ho��OFSOUTyo� . f TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] .FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 ?��� / 1, S t v � I mi yV✓ DATE Lv INSPECTOR 6 CALL US: 631.398.6906 EMAIL US:michael@greenguru.org WEB US:www.greenquru.orq MAIL US: 12 Arbutus Ct,Greenlawn, NY,11740 Green lJuru, LLC, HERS Raters Green Guru, LLC Blower Door Air Leakage Test Form, 2018-IECC/NYECCC 2020 Version 2019.07 01 Date: 05.30.2022 Clients: Bob Fischer CC: Property Address: 520 Greenhill, Greenport, NY, 11944 Cubic Volume Served (Addition only): 34,873 Cubic Feet 2018-IECC R403.3.4 Allowed total leakage: 3 ACH50 2018-IECC R403.3.4 Prescriptive cfm: <1,743.65 cfm 2018-IECC R403.3.4 Total measured cfm: 1,568 cfm Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403.Blower Door Testing(Mandatory)-Blower Door Test conducted r ED ®® JUL 2 2 2022 BUILOING ctrl: (Green Guru, LLC) by: Client by: TOWN OF SOUTHOLC Sign: AL� Sign: Name: Michael Catalano Name: LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and orfield test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project Attainment of project certification ortest results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATIONTM-1993-2023 Version 20190101.Mailing Address: 12 Arbutus Ct.Greenlawn,NY,11740 Manual S Compliance Report Job: GGM49.22 Date: May 30,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Green lawn,NY 11740 Phone:631.398.6906 Erriail:michael@greenguru.orgV'kb:www.greenguru.org Project Information For: 520 Greenhill Lane,Greenport,NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.9'F Sensible gain: 22144 Btuh Entering coil DB: 75.1'F Outdoor design WB: 71.7'F Latent gain: 2824 Btuh Entering coil WB: 62.8'F Indoor design DB: 75.0'F Total gain: 24968 Btuh Indoor RH: 50% Estimated airflow: 893 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: ML14XC1S030-230A"` Actual airflow: 893 cfm Sensible capacity: 18760 Btuh 85%of load Latent capacity: 8040 Btuh 285%of load Total capacity: 26800 Btuh 107%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3'F Heat loss: 29704 Btuh Entering coil DB: 65.0°F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: ML193DF070XE36B* Actual airflow: 893 cfm Output capacity: 63000 Btuh 212%of load Temp.rise: 50 °F JUL 2 2 2022 Meets all requirements ofACCA Manual S. �,B�OFNG utJ il SQUTHOLF - wright_soft" 2022-May-3018:43:05 RighESuite®Universal 2022 22.0.01 RSU26941 Page 1 ACCA ...rk19.520 Greenhill lane\520 Greenhill Lane.rup Calc=MJ8 Front Doorfaces:N / Load Short Form Jab:Date: May 30,May 30,22 2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398,6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 53 10 Pressure/AVF 50 Pa/1320 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 42 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML193DF070XE3613" Cond ML14XC1S030-230A— AHRI ref 202568885 Coil C35-18/24B+ML193DF070XE36B-*+TDR+TXV AHRI ref 206000575 Efficiency 93AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 66000 Btuh Sensible cooling 18760 Btuh Heating output 63000 Btuh Latent cooling 8040 Btuh Temperature rise 64 °F Total cooling 26800 Btuh Actual airflow 893 cfm Actual airflow 893 cfm Airflowfactor 0.033 cfm/Btuh Air flow factor 0.041 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Cig load Htg AVF CIgAVF (ft=) (Btuh) (Btuh) (cfm) (Cfm) Pantry 48 1294 366 43 15 Cl.2 18 0 0 0 0 Bedroom 1 168 1563 1816 52 74 Cl. 1 30 0 0 0 0 Bath 1 54 835 203 28 8 Pwdr Rm. 30 790 237 26 10 Foyer 66 0 0 0 0 Dining Rm. 182 1457 1446 49 59 Family Rm. 524 4176 3990 139 162 Hall 62 0 0 0 0 Switch.Stair 39 0 0 0 0 Ch. 2 0 0 0 0 Playroom 368 4580 3262 152 132 Stair 72 709 761 24 31 Calculations approved byACCA to meetall requirements of Manual J 8th Ed. wrightsoft- 2022-May-30 18:43:05 Right-SuiteOO Universal 2022 22.0.01 RSU26941 Page 1 ACC-K ..649.520 Greenhill Iane\520 Greenhill Lane.rup Calc=MJ8 Front Door faces:N Bath 49 383 109 13 4 Cl.3 15 0 0 0 0 Bed 3 151 1959 1383 65 56 Master Bath 124 1910 992 64 40 W.I.C.2 75 1816 1108 60 45 Master Bed 208 2497 2466 83 100 O.T.B. 66 604 927 20 38 Hall 2 78 0 0 0 0 Bed 2 182 1609 2304 54 93 Laundry 49 74 518 2 21 W.I.C. 42 572 117 19 5 Entire House 2702 26827 22004 893 893 Other equip loads 2877 141 Equip.@ 0.90 RSM 19908 Latent cooling 2824 TOTALS 2702 1 29704 22731 893 893 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-May-3018:43:05 ,„, ,." am Right-Suite®Universal 202222.0.01 RSU26941 Page 2 ...r4t9.520 Greenhill e'\520 Greenhill Lana.rup Calc=MJB Front Door faces:N BuildingAnalysis Job: 22 Y Data: May ay 3 300,,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD(°F) 53 10 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 41.5 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1320 cfin Component Btuh/ft2 Btuh %of load Walls 3.5 10245 34.5 Ventilation Glazing 15.8 5359 18.0 Doors 20.6 2302 7.7 Ceilings 1.2 2156 7.3 Walls Floors 1.3 474 1.6 Infiltration Infiltration 2.0 6291 21.2 Ducts 0 0 Piping 0 0 Humidification 0 0 Other Ventilation 2877 9.7 Ceilings Adjustments 0 Glazing Doors Total 1 1 29704 100.0 • • Component Btuh/ft2 Btuh %of load Walls 0.7 2105 9.5 Walls Glazing 34.0 11532 52.1 Internal Gains Doors 9.3 1044 4.7 Ceilings 1.1 1939 8.8 Floors 0.2 89 0.4 Infiltration Infiltration 0.2 565 2.5 Other Duds 0 0 Ventilation 141 0.6 Ceilings Internal gains 4730 21.4 Blower 0 0 Glazing Doors Adjustments 0 Total 1 1 221441 100.0 Latent Cooling Load=2824 Btuh Overall U-value=0.073 Btuh/ft2--°F Data entries checked. _PWwrightsof!' 2022-May-3018:43:05 C .�.. amw� RighESuite®Universal 2022 22.0.01 RSU26941 Page l ...rW9.520 Greenhill IaneZ20 Greenhill Lane.rup Calc=MJ8 Front Door faces:N AED Assessment Job: GGM49.22 Date: May 30,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:vwwvgreenguru.org Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD(°F) 53 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.5 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 14,000-- 12,000-- 10,000-- 9 4,0012,0010,009 8,000-- 6,000- 4,000-- 2,000-- 0 ,006,0004,002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day JF Hourly Average /AED i,n, Maximum hourly glazing load exceeds average by 43.8%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1234 Btuh (PFG - 1.3"AFG) W r%-9htsaft' 2022-May-30 18:43:05 Right-Suite®Universal 2022 22.0.01 RSL26941 Page 1 ACCK ...rk19.520 Greenhill lane\520 Greenhill Lane.rup Calc=MJ8 FrontDoorfaces:N N First Floor -81 cfrn 81 Cfm 6" Riser 6" Ret Riser 6 Family Rm .Stair 10" Riser 9 Sup Riser B.St. 4„ 6 10„ FPfd � 26 Om 337 cfrn Garage Hall Bath 1 G.2 Sup Ris Riser 5„ 4„ Foyer Bedroom 1 Dining Rm. 2 1 28 cfm Sup F iser5 p Ri er 59 Cfrn 6" " Pa t G. 1 3cfm 74 Om 61, Job#: GGM49.22 Green Guru, LLC Scale: 1 : 100 Performed for: Page 1 12 Arbutus Court,Suite 2 Right-Suite®Universal 2022 520 Greenhill Lane Greenlawn, NY 11740 22.0.01 RSU26941 Greenport,NY 11944 Phone:631.398.6906 2022-May-30 18:43:14 www.greenguru.org michael@greenguru.org ...hill lane\520 Greenhill Lane.rup N Second Floor 65 cfm 64 cfm LF 13 cfm 3 cfm Bed 3 CI.3 Sup Riser Master Bal 1 6 76 cim up Riser 5 Bath Stair 60 cfm 9" Sup RisE 5„ 6 ;6„ 566cfrn 10" 41 Ret Riser 5„ 10" 5., 2 8" 10" --Playroom W.I.C.2 4., 4" 6" Sup Rise 6" 5" 4" 6" Lau 21 dfrn 4" Master BedSup iser O. B. 4, 5„ 5" 6,. 38c Be 2 76 cfm Sup Riser 5" 93cfm 19 cfm W.I.C. 100 cfm Sup Riser 6' Job#: GGM49.22 Green Guru, LLC Scale: 1 : 100 Performed for: Page 2 12 Arbutus Court,Suite 2 Right-Suite®Universal 2022 520 Greenhill Lane Greenport,NY 11944 Phone:631wn,NY 11740 222 Ma 30 18643:14 Phone:631.398.6906 y www.greenguru.org michael@greenguru.org ...hill lane\520 Greenhill Lane.rup Duct System Summary Job: GGM49.22 Y Summary Date: May 30,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Eniail:michael@greenguru.orgV�kb:www.greenguru.org Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.08 in H2O 0.08 in H2O Available static pressure 0.42 in H2O 0.42 in H2O Supply/return available pressure 0.301 /0.119 in H2O 0301 /0.119 in H2O Lowest friction rate 0.098 in/100ft 0.098 in/100ft Actual airflow 893 cfm 893 cfm Total effective length(TEL) 429 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 383 13 4 0.155 4.0 Ox 0 MtFx 19.0 175.0 st2 Bath 1 h 835 28 8 0.130 4.0 Ox 0 MtFx 32.1 200.0 St1 Bed 2 C 2304 54 93 0.159 6.0 Ox 0 MtFx 14.0 175.0 st2 Bed 3 h 1959 65 56 0.276 5.0 Ox 0 MtFx 14.0 95.0 Bedroom 1 c 1816 52 74 0.164 5.0 Ox 0 MtFx 28.0 155.0 st1 Dining Rm. C 1446 49 59 0.098 6.0 Ox 0 MtFx 42.4 265.0 St13 Family Rm. C 1995 70 81 0.179 6.0 Ox 0 MtFx 23.0 145.0 st1 FamilyRm.-A C 1995 70 81 0.137 6.0 0X0 MtFx 30.0 190.0 st1 Laundry C 518 2 21 0.139 4.0 Ox 0 MtFx 21.0 195.0 st2 Master Bath h 1910 64 40 0.148 5.0 Ox 0 MtFx 23.0 180.0 st3 Master Bed c 2466 83 100 0.183 6.0 Ox 0 MtFx 29.0 135.0 st3 O.T.B. c 927 20 38 0.187 4.0 Ox 0 MtFx 11.0 150.0 st3 Pantry h 1294 43 15 0.112 5.0 OX 0 MtFx 34.5 235.0 st13 Playroom In 2290 76 66 0.169 5.0 Ox 0 MtFx 33.3 145.0 St12 Playroorn-A h 2290 76 66 0.170 5.0 Ox 0 ShMt 31.7 145.0 SO2 Pwdr.Rm. h 790 26 10 0.148 4.0 Ox 0 MtFx 23.1 180.0 st1 Stair c 761 24 31 0.171 4.0 Ox 0 MtFx 26.0 150.0 st2 W.I.C. h 572 19 5 0.159 4.0 Ox 0 MtFx 24.0 165.0 st2 w.l.C.2 h 1816 60 45 0.176 5.0 Ox 0 MtFx 26.1 145.0 st3 - wrightsoft- 2022-May-3018:43 05 ,,,,,,1- ,_„„_ mem Right-SuiteOUniversal 2022 22.0.01 RSU26941 Page t j CCA ...r\49.520 Greenhill lane\520 Greenhill Lane.rup Calc=MJ8 Front Door faces:N Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st12 PeakAVF 152 132 0.169 570 7.0 0 x 0 ShtMetl st2 st2 PeakAVF 355 360 0.098 661 10.0 0 x 0 ShtMet] st1 PeakAVF 245 253 0.130 574 9.0 0 x 0 MetIFIX st13 PeakAVF 92 74 0.098 466 6.0 0 x 0 ShtMetl st2 st3 PeakAVF 227 223 0.148 651 8.0 0 x 0 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfrrt) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb2 Ox 0 337 327 122.1 0.098 617 10.0 Ox 0 ShMt rb1 Ox 0 556 566 66.0 0.181 614 13.0 Ox 0 MtFx wrightsoft- 2022-May-30 18:43:05 Right-Suite®Universal 202222.0.01 RSU26941 Paget ACCK ...rk19.520 Greenhill lane\520 Greenhill Lane.rup Calc=MJ8 Front Door faces:N Ducts stem multi orientation report Job: GGM49.22 Y Data: May 30,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org VVeb:www.greenguru.org Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Group 1:(N,NE, E,SW,NW)Group 2:(SE)Group 3:(S)Group 4:(W) Dud Name N NE E SE Reg CFM reg Size puct Size Peg CFM reg Size Pud Size reg CFM Peg Size Puct Size eg CFM Peg Size d Size Supply Branches Bath 13h 12x12 4 13h 12x12 4 13 h 12x12 4 13h 12x12 4 Bath 1 29 c 12x12 4 28 h 12x12 4 28 h 12x12 4 28 h 12x12 4 Bed 2 78 c 12x12 6 80C 12x12 6 81 c 12x12 6 71 c 12x12 5 Bed 3 65 h 12x12 5 65 h 12x12 5 66 c 12x12 5 69 c 12x12 5 Bedroom 1 64 c 12x12 5 64 c 12x12 5 65c 12x12 5 58 c 12x12 5 Dining Rm. 49 h 12x12 5 49 h 12x12 5 1 49 c 12x12 5 49 h 12x12 5 Family Rm. 96 c 12x12 6 89 c 12x12 6 89 c 12x12 1 6 97 c 12x12 6 Family Rm:A 96 c 12x12 6 89 c 12x12 6 89 c 12x12 6 97 c 12x12 6 Laundry 30c 12x12 4 24 c 12x12 4 22 c 12x12 4 25 c 12x12 4 Master Bath 71 c 12x12 5 68c 12x12 5 64 h 12x12 5 64 h 12x12 5 Master Bed 87 c 12x12 6 87 c 12x12 6 88C 12x12 6 83 h 12x12 6 O.TB. 26 c 12x12 4 29 c 12x12 4 31 c 12x12 4 25c 12x12 4 Pantry 43 h 12x12 5 43 h 12x12 5 43 h 12x12 5 43 h 12x12 5 Playroom 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 Pla room-A 76 h 12x12 1 5 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 Pwdr.Rm. 26 h 12x12 4 26 h 12x12 4 26 h 12x12 4 26 h 12x12 4 fair 24 h 12x12 4 31 c 12x12 4 40 c 12x12 4 38 c 12x12 4 W.I.C. 19 h 12x12 4 19h 12x12 4 19h 12x12 4 19 h 12x12 4 I.C.2 60 h 12x12 5 60 h 12x12 5 60 h 12x12 5 60 h 12x12 5 u Trunks 12 152h 7 152h 7 152h 7 152h 7 355 h 10 355 h 10 355 h 10 355 h 10 1 298 c 9 273 c 9 264 c 9 283 c 9 13 92 h 6 92 h 6 92 h 6 92 h 6 t3 227 h 8 227 h 8 227 h 8 1 227 h 8 Return Branches 2 362 c 12x12 10 337 h 12x12 10 337 h 12x12 10 340 c 12x12 10 1 556 h 12x12 13 556 c 12x12 13 565 c 12x12 13 556 h 12x12 13 riction Rates Heath FR 0.098 0.098 0.098 0.098 ling FR 0.098 1 0.098 1 0.098 0.098 wrightsoft' 2022-May-3018:43:05 Right-Su Pagel RCCA ...r419.520 Greenhill lane\520 Greenhill Lane.rup Calc=MJ8 FrontDoorfaces:N Project Information For: 520 Greenhill Lane,Greenport,NY 11944 Duct Name S S N Reg CFM Peg Size uct Size eg CFM eg Size uct Size eg CFM eg Size uct Size reg CFM eg Size Puct Size Supply Branches Bath 13 h 12x12 4 13 h 12x12 4 13 h 12x12 4 13 h 12x12 4 Bath 1 28 h 12x12 4 28 h 12x12 4 28 h 12x12 4 28 h 12x12 4 Bed 2 61 c 12x12 5 82 c 12x12 6 93c 12x12 6 90 c 12x12 6 Bed 3 69 c 12x12 5 65 h 12x12 5 65 h 12x12 5 65 h 12x12 5 Bedroom 1 52 c 12x12 5 66 c 12x12 5 74 c 12x12 5 72 c 12x12 5 Dining Rm. 49 h 12x12 5 49 h 12x12 5 59c 12x12 6 55 c 12x12 5 Family Rm. 112c 12x12 6 91 c 12x12 6 81 c 12x12 6 84 c 12x12 6 Family Rm:A 112c 12x12 7 91 c 12x12 6 81 c 12x12 6 84 c 12x12 6 Laundry 33 c 12x12 4 25c 12x12 4 21 c 12x12 4 24 c 12x12 4 Master Bath 69 c 12x12 5 64 h 12x12 5 64 h 12x12 5 64 h 12x12 5 Master Bed 83 h 12x12 6 89c 12x12 6 100c 12x12 6 97 c 12x12 6 O.TB. 20 h 12x12 4 30c 12x12 4 38c 12x12 4 35 c 12x12 4 Pantry 43 h 12x12 5 43 h 12x12 5 43 h 12x12 5 43 h 12x12 5 Playroom 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 Pla room-A 76 h 12x12 5 76 h 12x12 5 76 h 12x12 5 1 76 h 12x12 5 Pwdr.Rm. 26 h 12x12 4 26 h 12x12 4 26 h 12x12 4 26 h 12x12 4 Stair 30 c 12x12 4 31 c 12x12 4 31 c 12x12 4 24 c 12x12 4 W.I.C. 19 h 12x12 4 19 h 12x12 4 19 h 12x12 4 19h 12x12 4 W.I.C.2 60 h 12x12 5 60 h 12x12 5 60 h 12x12 5 60 h 12x12 5 SupplyTrunks r12 152 h 7 152 h 7 152 h 7 152 h 7 355 h 10 355 h 10 360 c 10 355 h 1 319 c 9 273 c 9 253 c 9 267 c 9 92 h 6 92 h 6 92 h 6 92 h 6 227 h 8 227 h 8 227 h 8 227 h 8 Branches 2 370 c 12x12 10 339 c 12x12 10 337 h 12x12 10 338 c 12x12 10 rb1 556 h 12x12 13 556 h 12x12 13 566 c 12x12 13 556 h 12x12 1 13 ric6on Rates Heabng FR 0.098 1 0.098 0.098 0.098 Doling FR 1 0.098 1 0.098 0.098 0.098 t - wrightsoft, 2022-May-3018:43:05 RighFSuite®Universal 202222.0.01 RSU26941 Page 2 ACCA ...x149.520 Greenhill Iane\520 Greenhill Lane.rup Calc=MJ8 Front Doorfaoes:N Project • • For: 520 Greenhill Lane,Greenport,NY 11944 Duct Name Largest Smalest Reg CFM Reg Size Dud Size Reg CFM Reg Size Dud Size Supply Branches Bath 13h 12x12 4 13h 12x12 4 Bath 1 29 c 12x12 4 28 h 12x12 4 Bed 2 93 c 12x12 6 61 c 12x12 5 Bed 3 69C 12x12 5 65 h 12x12 5 Bedroom 1 74 c 12x12 5 52 c 12x12 5 Dining Rm. 59c 12x12 6 49 h 12x12 5 Family Rm. 112c 12x12 6 81 c 12x12 6 Family Rm-A 112c 12x12 7 81 c 12x12 6 -aundry 33c 12x12 4 21 c 12x12 4 Master Bath 71 c 12x12 5 64 h 12x12 5 Master Bed 100C 12x12 6 83 h 12x12 6 D.TB. 38 c 12x12 4 20 h 12x12 4 Pantry 43 h 12x12 5 43 h 12x12 5 Playroom 76 h 12x12 5 76 h 12x12 5 Pla oom-A 76 h 12x12 5 76 h 12x12 5 Pwdr.Rm. 26 h 12x12 4 26 h 12x12 4 Stair 40 c 12x12 4 24 h 12x12 4 I.C. 19 h 12x12 4 19 h 12x12 4 Ittee"turn I.C.2 0 h 12x12 5 60 h 12x12 5 I Trunks 2 152 h 7 152 h 7 Q 60 c 10 355 h 10 19 c 9 253 c 9 3 2h 6 92h 6 7 h 8 227 h 8 Branches rb2 370 c 12x12 10 337 h 12x12 10 rb1 566 c 12x12 13 556 h 12x12 13 riction Rates Hea 0.098 0.098 Cooling FR 0.098 0.098 wrightsoft' 2022-May-3018:43:05 Right-Suite®Universal 202222.0.01RSU26941 Page AC+CA ...r149.520 Greenhill lane\520 Greenhill Lane.rup Calc=MA Front Door faces:N Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation wright_soft- 2022-May-3018:43:05 Right-Suite DUniversal 2022 22.0,01 RSU26941 Page 4 AX-K ...,\49.520 Greenhill Iane\520 Greenhill Lane.rup Calc=MJ8 Front Doorfaces:N kNAU[!kCERTIFICATE OF INSULATIONewa�io wcurra p it E it For the following home: JILL 2 2 2022 S 520 Green Hill Lane TOWN OF SOUTHOL.O STREET ADDRESS New York 11944 Greenport STATE ZIP CITY R-VALUE THICKNESS Closea-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39: Eno-Wall R-13 Knauf Ecobatt R-15 HO 3.5 inches Walls Kraft-faced Knauf R-11 Basement Wall Insulation 3.5 Inches Basement (draped-batt) Band Joist:R-13 Closed-Cell SPF&Intumescent Band Jost-2 inches Other: Garage Ceiling-12 inches Garage Ceil,ng:Knauf Ecobau R-38 in 2nd floor platform The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRES& Riverhe� i New York 11901 CITY STAT ZIP SIGNATURE DATE Contractor's Submittal /`�'T'��` t Material approved for use in project. KNAUF INSULATION, INC. ., :Q ,J,V("�J" ;1+ 520 Green Hill Lane,Greenport One Knaut Drive =z Shelbyville, , u Approved by D'Amaro Engineering and Surveying,P.C. Shelbyville, IN 45176 - Technical Support 3ki�0.4.• �IPQ► (317)398-4434 ext.8727 CHECKED jUL 2 2 2022 % ff .. ...�bc� u>;��nauf,nsuiatron.c�?`: EIfG11� �l/il/1itl�it 01-20 0 2020 Knauf Insulation, Inc. DATA SHEET EcoBatt® Insulation tkNA1jf!!!!�T18N with ECOSr Technology WE UVE IN.' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: Mpg: 520 Green Hill Lane barrier for energy-efficient construction. Ecobatt insulation DATE: July 19, 2022 products can be used in new and retrofit wood and metal frame applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE • • THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit between 16"on center wood studs, eliminating the need to staple. Knauf Insulation products with ECOSE"'Technology are patented,made using our APPLICATIONS alternative to the phenol/formaldehyde (PF)binder Cavity walls, exterior and partition walls, floors, ceilings, traditionally used in fiberglass products. bio-based The attics, basements and crawlspaces binder holds our product together, gives the product its unique appearance SPECIFICATION COMPLIANCE All of our products .. from sustainable resources, • ASTM C665 (facing); proud , • Type I, Class A. (Unfaced) be putting back to work rather than into • Type 11, Class C, Category 1 (Kraft) landfills. Our products are made with a minimum of 50% • Type III, Class A, Category 1 (FSK-25 foil) recycled . bottles „ • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA #498-90-M with ECO • State of Minnesota INDOOR AIR QUALITY • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 520 Green Hill Lane,Greenport Approved by D'Amaro Engineering and Surveying,P.C. TECHNICAL DATA Propertynit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption(by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. N�-BV NO-BURN" Plus ThB r Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,international Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire >-- performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170 L) 586.5 lbs. Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F(4°C) -90°F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-30!5 TER 1905-03 Intumescent Color Wheel&Tinti ignition Barrier Assembly 5t minutes:ER-305.T R 1 0 - 3 White Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Safety. Plus ThB Safety Data Sheet(SDS) Contractor's Submittal Material approved for use in project. VOC Content 18 g/L 520 Green Hill Lane,Greenport VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY NO-Burn, Inc.warrants that the No-Burn formula will be manufactured to the some specifications and 1-800-888-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-888-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www noburn-com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been spacified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY A PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at rttp-s://www.nahu rn.,;Qml&9licjes=-prQceclures/ 0 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021.The information in this document may change without notice. ® Made In the USA SUBMITTAL SHEET DATA SHEET Basement Wall Insulation Itk' a u1NUnT18Nwith ECOSP TechnologyFOR TWE UVE/N.' DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: SOB; 520 Green Hill Lane a perforated facing that can be left exposed. It is also available Jul 19, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: Y the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE • ' THE WORLD The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring Knauf Insulation products with ECOSETechnology are made using our patented, bio-based binder-a smarter proper thermal performance. alternative to the phenol/formaldehyde (PF)binder traditionally used in fiberglass products. The bio-based APPLICATION binder holds our product • New construction or for retrofit in existing homes product appearanceunique SPECIFICATION COMPLIANCE All of our products are made from sustainable resources, • ASTM C665 such as recycled proud , • Type 11, Class A, Category I I be puttingglass bottles back , • IECC Code for a continuous R-value with a Class A Fire landfills. Our products ,,. with a minimum of 50% rating with no further modification recycled . -ss—totaling an average of 26 million bottles month.each INDOOR AIR QUALITY • EUCEB Certifiedwith ECOS Contractor's Submittal Material approved for use in project. 520 Green Hill Lane,Greenport Approved by D'Amaro Engineering and Surveying,P.( R•Vaiue Dimensions Facing _.. z 3.5'x 48'x 60' a R-11 PSK Perforated(White) 3.5'x 88'x 60' TECHNICAL DATA Property{Unit) Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) 'The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Energy p Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 D C Weather:Riverhead, NY Builder Registry ID: V� New Home 1000-33-3-10 Ocean CH, Inc. 2021 2021 036 520 Green Hill SEP 2 R DD La.P.CC.blg Date: 9/28/2021 BUILDING DEPT. Building Information TOWN OF SOUTHOLD Conditioned Area (sq ft) 3891 Conditioned Volume (cubic ft) 42502 Insulated Shell Area (sq ft) 7836 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Seated Attic: R-39 SPF SA (1918 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2553 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (341 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Energy P Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Above-Grade Walls [ ] 4. Wall: R15,FG1,4-16 (24 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.14 [ ] 1. Window: U:0.30, SHGC 0.27 SH (46 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-1 Orientation: West Comments/Location [ ] 2. Window: U:0.30, SHGC 0.27 SH (46 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-2 Orientation: West Comments/Location [ ] 3. Window: U:0.30, SHGC:0.29 (5 s.f., South), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-3 Orientation: South Comments/Location [ ] 4. Window: U:0.30, SHGC:0.29 (31 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-4 Orientation: East Comments/Location [ ] 5. Window: Door U:0.29, 5:0.30 (40 s.f., East), U-Value: 0.290, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: D-5 Orientation: East Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy P Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Windows and Skylights [ ] 6. Window: U:0.30, SHGC:0.29 (9 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-6 Orientation: East Comments/Location [ ] 7. Window: U:0.30, SHGC 0.27 SH (32 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.30, SHGC 0.27 SH (32 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-8 Orientation: West Comments/Location [ ] 9. Window: U:0.30, SHGC 0.27 SH (32 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-9 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC 0.27 SH (15 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-10 Orientation: West Comments/Location [ ] 11. Window: U:0.30, SHGC 0.27 SH (5 s.f., West), U-Value: 0.300, SHGC: 0.270 For windows without labeled U-factors, describe features: Name: W-11 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Windows and Skylights [ ] 12. Window: 0:0.30, SHGC:0.29 (16 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-13 Orientation: East Comments/Location [ ] 13. Window: U:0.30, SHGC:0.29 (17 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-14 Orientation: East Comments/Location [ ] 14. Window: U:0.30, SHGC:0.29 (16 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-15 Orientation: East Comments/Location [ ] 15. Window: U:0.30, SHGC:0.29 (32 s.f., East), U-Value: 0.300, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-16 Orientation: East Comments/Location [ ] 16. Window: U:0.29, SHGC 0.29 SL (5 s.f., East), U-Value: 0.290, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-17 Orientation: East Comments/Location [ ] 17. Window: U:0.29, SHGC 0.29 SL (5 s.f., East), U-Value: 0.290, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-18 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy p Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Windows and Skylights [ ] 18. Window: U:0.29, SHGC 0.29 SL(5 s.f., South), U-Value: 0.290, SHGC: 0.290 For windows without labeled U-factors, describe features: Name: W-19 Orientation: South Comments/Location Doors [ ] 1. Door: PCH Front Door (34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(18 s.f.), R-Value 4.5 Comments/Location Frame Floors [ ] 1. Floor: R30,FG1,X-16 (372 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] I. Slab: R-0 Paramount(1205 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy P Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1056 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Watt: R-11 Paramount (200 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (130 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (26 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (115 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.3 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Mechanical Equipment [ ] 3. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 75.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 90.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2125) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 I ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. REM/Rate - Residential Energy Analysis and Rating Software v16.0.. This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy P Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-09-28 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 036 520 Green Hill La.P.CC.blg Date: 9/28/2021 Duct Leakage Code Requirements for IECC 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage —4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage — 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 12EM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-33-3-10 D F r Projected Rating: Based on Plans - Fi nlri r^nfirmation R q 're P 2 8 2011 Report Date 2021-09-28 BUILDING DEPT Data Filename 2021_036 520 Green Hill La.P.CC.blg TOWN OF SOUTHOLD Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 14% Heating Degree Days 5294 HERSlndex 57 Construction Site Owner/Agent Designer/Contractor HERS Rater 520 Green Hill Lane Martinolich Ocean CH, Inc. DAmaro Engineering Greenport, NY 11944 520 Green Hill Lane 575 Smithtown Avenue Jerry D'Amaro Greenport, NY 11944 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area (sq ft) 3891 Conditioned Volume (cubic ft) 42502 Insulated Shell Area (sq ft) 7836 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5364 Maximum UA 445 Your Home Energy Cost($/yr) 4965 Your Home UA 426 Better Than Code (Perf) 7.5% Better Than Code (UA) 4.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1577 39.0 0.0 55 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2553 15.0 5.0 139 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 AG Wall 3: R-18 SPF+Rigid 341 13.0 5.0 20 RFM!Rate- Residential Enem Analysis and Rating Software 06.0.' This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 t New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 4: R15,FG1,4.16 24 15.0 0.0 2 Joist 1: Cond - ambient 130 13.0 5.0 0 Joist 2: Cond -> garage 26 13.0 0.0 0 Joist 3: Cond -> ambient 115 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 SH 207 0.300 62 Window 2: U:0.30, SHGC:0.29 94 0.300 28 Window 3: Door U:0.29, 5:0.30 40 0.290 12 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Floors Over Garage Floor 1: R30,FG1,X-16 372 30.0 0.0 13 Basement Walls Wall 1: R-11 Paramount 992 0.0 11.0 55 Watt 2: R-11 Paramount 200 0.0 11.0 11 Window 4: 0:0.30, SHGC:0.29 32 0.300 9 Window 5: U:0.29, SHGC 0.29 SL 14 0.290 4 Door 3 18 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 86.0 kBtuh, 96.3 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 41.5 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name -Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. REM/Rate - Residential Ener$v Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 i. REWRate - Residential Energy Analysis and Rating Software v1 6.0.4 New York Compliance Certificate I further attest that I am a certified Home Energy Rater and affiliated with '�-o , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. LOA' Name-Title Signature:' Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 1;EM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-33-3-10 Projected Rating: Based on Dl;ln z - FiQ!ri rnnfirmation Required. Report Date 2021-09-28 Data Filename 2021_036 520 Green Hill La.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 14% Heating Degree Days 5294 HERS Index 57 Construction Site Owner/Agent Designer/Contractor HERS Rater 520 Green Hill Lane Martinolich Ocean CH, Inc. DAmaro Engineering Greenport, NY 11944 520 Green Hill Lane 575 Smithtown Avenue Jerry DAmaro Greenport, NY 11944 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area (sq ft) 3891 Conditioned Volume (cubic ft) 42502 Insulated Shell Area (sq ft) 7836 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5364 Maximum UA 445 Your Home Energy Cost($/yr) 4965 Your Home UA 426 Better Than Code (Perf) 7.5% Better Than Code (UA) 4.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1577 39.0 0.0 55 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2553 15.0 5.0 139 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 AG Wall 3: R-18 SPF+Rigid 341 13.0 5.0 20 RFM/Rate- Residential Energv Analvsis and Rating,SoftwarP 06,0.4 This information does not constitute any warranty of energy costs or savings. C 1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 4: R15,FG1,4-16 24 15.0 0.0 2 Joist 1: Cond -> ambient 130 13.0 5.0 0 Joist 2: Cond -> garage 26 13.0 0.0 0 Joist 3: Cond -> ambient 115 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 SH 207 0.300 62 Window 2: U:0.30, SHGC:0.29 94 0.300 28 Window 3: Door U:0.29, 5:0.30 40 0.290 12 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Floors Over Garage Floor 1: R30,FG1,X-16 372 30.0 0.0 13 Basement Walls Watt 1: R-11 Paramount 992 0.0 11.0 55 Wall 2: R-11 Paramount 200 0.0 11.0 11 Window 4: U:0.30, SHGC:0.29 32 0.300 9 Window 5: U:0.29, SHGC 0.29 SL 14 0.290 4 Door 3 18 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 86.0 kBtuh, 96.3 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 41.5 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 iiEWRate - Residential Energy Analysis and Rating Software 06.O.4 New York Compliance Certificate I further attest that t am a certified Home Energy Rater and affiliated with �<I, a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. r Name -Title Signatur Date f v REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-33-3-10 Projected Rating: Based on Plant - Fiairi rnnfirmation Required. Report Date 2021-06-02 Data Filename 2021_006_520 Green Hill La.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 520 Green Hill Lane Martinolich Ocean CH, Inc. DAmaro Engineering Greenport, NY 11944 520 Green Hill Lane 575 Smithtown Avenue Jerry DAmaro Greenport, NY 11944 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4488 Your Home UA 360 Better Than Code (Perf) 9.7% Better Than Code (UA) 3.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 119 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 RFM/Rate- Residential Fnera-v Analvsis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond -> ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: 1-1:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name -Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. 1 further attest that I am a certified Home Energy Rater and affiliated with �� a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REM/Rate- Residential Fnergy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian er 'fi ate Name Titte Signatur Date REM/Rate - Residential Energy Analysis and Rating Software v16.0, This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 006 520 Green Hill La.P.CC.blg Date: 6/2/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 006 520 Green Hilt La.P.CC.blg Date: 6/2/2021 Windows and Skylights [ ] 1. Window: 0:0.28, SHGC 0.31 DR (40 s.f., East), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: East Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., East), U-Vatue: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: East Comments/Location [ ] 3. Window: 1-1:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: West Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: East Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: East Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 006 520 Green Hill La.P.CC.blg Date: 6/2/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W9 Orientation: East Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: East Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: North Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: West Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: East Comments/Location REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_006_520 Green Hill La.P.CC.blg Date: 6/2/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W17 Orientation: East Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: North Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: I II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 006_520 Green Hitt La.P.CC.blg Date: 6/2/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ J 2. Wall: R-11 Paramount (177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside(113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021 006 520 Green Hill La.P.CC.blg Date: 6/2/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate - Residential Energv Analvsis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy Code Inspection Checklist Property Organization HERS Martinolich DAmaro Engineering Projected Rating 520 Green Hill Lane 631-878-7808 2021-06-02 Greenport, NY 11944 Jerry DAmaro Rating No:2021_036 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-3-10 Ocean CH, Inc. 2021_006_520 Green Hilt La.P.CC.blg Date: 6/2/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq it CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage—4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ®1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-33-3-10 prniAr-tad Rating* Rate ran Plans - Field Confirmation Required. Report Date 2021-06-02 Data Filename 2021_006_520 Green Hill La.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 520 Green Hill Lane Martinolich Ocean CH, Inc. DAmaro Engineering Greenport, NY 11944 520 Green Hill Lane 575 Smithtown Avenue Jerry DAmaro Greenport, NY 11944 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will stilt comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4488 Your Home UA 360 Better Than Code (Perf) 9.7% Better Than Code (UA) 3.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 119 AG Watt 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REWRate - Residential Energy Analysis and Rating Software vi 6.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond > ambient 132 13.0 5.0 0 Joist 2: Cond > garage 23 13.0 0.0 0 Joist 3: Cond > ambient 113 13.0 5.0 0 Joist 4: Cond > attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fibergtass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software 06.0.4 New York Compli Ce i9cate Name -Title Sign ure Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Tiffany Modified - 520 Green Hill Lane SEP 2 8 2021 RE " " F HVAC Load Calculations BUILDING DEPT. TOWN OF SOUTHOLD for Ocean CH, Inc. 575 Smithtown Avenue Bohemia, NY 11716 &LWW1Q RHVACR3353D3�N'7YAL HVAC LOADS Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane Manorville, NY 11949-3356 631-878-7808 Tuesday, September 28,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane i Brookhaven,NY 11719 - Page 2 Prosect Report _ - General Pro�ect_Information_____ Project Filename: C:\Users\JTDWppData\Local\Elite Software\Rhvac 9\Manual J - 520 Green Hill Lane.rh9 Project Title: Tiffany Modified - 520 Green Hill Lane Designed By: Jerry D'Amaro Project Date: September 28, 2021 Client Name: Ocean CH, Inc. Client Address: 575 Smithtown Avenue Client City: Bohemia, NY 11716 Client Phone: 631-767-9933 Client E-Mail Address: rfis641100@yahoo.com Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: esign Data Reference City: Westhampton, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 heck Figures Total Building Supply CFM: 1,395 CFM Per Square ft.: 0.353 Square ft. of Room Area: 3,952 Square ft. Per Ton: 1,209 Volume (ft'): 42,502 - JBuilding Loads Total Heating Required Including Ventilation Air: 56,835 Btuh 56.835 MBH Total Sensible Gain: 30,984 Btuh 87 % Total Latent Gain: 4,504 Btuh 13 % Total Cooling Required Including Ventilation Air: 35,488 Btuh 2.96 Tons (Based On Sensible + Latent) 3.27 Tons(Based On 79% Sensible Capacity) LblQtes -- _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane Broo—khaven NY_11719 -_----_ _-__- _ _.- - _—__-- -_-_ _ _-Page3- Miscellaneous Report - System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Different Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.85 Duct Sizing Inputs Main Trunk Runout Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air_Data - - - Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 200 CFM 89 CFM Infiltration Actual: 0.231 AC/hr 0.000 AC/hr Building Volume: X 42.502 Cu.ft. X 42,502 Cu.ft. 9,821 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 164 CFM 0 CFM Total Building Ventilation: 115 CFM 115 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.24 = (0.68 X 0.999 X 26.85 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.94 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr (200 CFM) Summer Infiltration Specified: 0.126 AC/hr(89 CFM) Blower Door Data: Wind Shielding Class: 4 -Substantial Obstructions Building Stories: 2 Muiti/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 2,125 Test AC/hr(Selected): 3 Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane Brookhaven_,_NY_ 11719 --___- PAge 4 j Load Preview Report TNetl on Ton /Ton Area Gainl Lat, Net Sen Hts C s Act Dud S�� i Gain Gain Loss 9 9 Size _- CFM CFM CFM Building 2.96 3.27 1,209 3,952 30,984 4,504 35,488 56,835 714 1,395 1,395 System 1 2.96 3.27 1,209 3,952 30,984 4,504 35,488 56,835 714 1,395 1,395 16x16 Ventilation 316 2,098 2,414 1,896 Blower 850 850 Zone 1 -Clq.:44%, Htq.:66% 2,486 14,399 1,406 15,805 36,005 468 672 672 10x12 1-Basement 1,259 683 0 683 22,675 295 32 295 0--0" 2-Dining Room/Foyer 236 2,870 0 2,870 2,478 32 134 134 1--6 3-Kitchen/Family Room 663 7,155 1,206 8,361 6,058 79 334 334 2--8 4-Mud Room 44 190 0 190 963 13 9 13 1--4 5-Powder Room 35 52 0 52 736 10 2 10 1--4 6-Bedroom 4 200 3,362 200 3,562 2,456 32 157 157 1--8 7-Bathroom First Floor 48 87 0 87 639 8 4 8 1--4 Zone 2-Clq.: 56%, Htq.: 34% 1,466 18,192 1,000 19,192 18,934 246 849 849 10x14 8-Master Bedroom 207 4,846 400 5,246 2,557 33 226 226 1--8 9-Master Closet 75 360 0 360 1,727 22 17 22 1-4 10-Bedroom 2 207 2,667 0 2,667 2,537 33 125 125 1--6 11-Bedroom 3 166 1,759 200 1,959 1,933 25 82 82 1--6 12-Playroom/Hall/Linen/Upper Foyer 590 7,531 400 7,931 7,617 99 352 352 2--8 13-Family Bath 56 68 0 68 421 5 3 5 1-4 14-Master Bath 121 436 0 436 1,969 26 20 26 1--4 15-Laundry 46 525 0 525 173 2 25 25 1--4 Sum of room airflows may be qreater than system airflow because system has multiple zones and system room airflow option uses the greater of heating or cooling. Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane -Brookhaven,NY 11719 Page 5 Duct Size ereview Room or Source Minimuml Maximum Rough. Design SP Duct Dud Htg Clg Act. Duct Reg Duct Name Veloci Velocity Factor 0100 Loss Veloc Len h Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 1-Basement Built-In 500 750 0.01 0.1 0 032 295 0-0 2-Dining Room/Foyer Built-In 500 750 0.01 0.1 682.4 32134 1-6 3-KitchenlFamilyBuilt-In 500 750 0.01 0.1 478.4 79Room 334 2--8 4-Mud Room Built-In 500 750 0.01 0.1 143.4 13 1--4 5-Powder Room Built-In 500 750 0.01 0.1 109.6 10 1--4 6-Bedroom 4 Built-In 500 750 0.01 0.1 449.6 32 157 1-8 Floor Bathroom First Built-In 500 750 0.01 0.1 95.2 4 8 1-4 Zone 2 8-Master Bedroom Built-In 500 750 0.01 0.1 648 33�j 226 1-8 9-Master Closet Built-In 500 750 0.01 0.1 257.2 L 22 17 22 1-4 10-Bedroom 2 Built-In 500 750 0.01 0.1 634.2 33 125 125 1-6 11-Bedroom 3 Built-In 500 750 0.01 0.1 418.1 25 82 82 1-6 12-Playroom/Hall/Linen! Built-In 500 750 0.01 0.1 503.6 99 352 2-8 Upper Foyer 13-Family Bath Built-In 500 750 0.01 0.1 62.7 3 5 1-4 14-Master Bath Built-In 500 750 0.01 0.1 293.3 20 26 1--4 15-Laundry Built-In 500 750 0.01 0.1 281.1 2 25 1-4 Other Ducts in System 1 Supply Main Trunk Built-In 700 900 0.0003 0.1 784.8 714 1,395 16x16 Summary System 1 Heating Flow: 714 Cooling Flow: 1395 Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane Brookhaven NY 11719 ---- - - . -- -- - - ---- - _ - -- - Page 6 T at 1-Budding Su-_mmary Loads -- Component Area Sen Lat Sen Tota: Description -_ - -_ -- - - -__--Quan Loss --- -Gain----- Gain_ -Gain, Silver Line: Glazing-JTD Andersen Silver Line Sliding 15 261 0 344 344 Window, U-value 0.29, SHGC 0.29 Silver Line SH: Glazing-JTD Andersen Silver Line Single 160.7 2,893 0 2,807 2,807 hung, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50% coverage, U-value 0.3, SHGC 0.27 Silver Line SH ng: Glazing-JTD Andersen Silver Line 45 810 0 775 775 Single hung - no grille, outdoor insect screen with 100%coverage, light color drapes with medium weave with 50% coverage, U-value 0.3, SHGC 0.29 PCH SLDG GLASS DOOR: Glazing-JTD, U-value 0.29, 40.5 705 0 1,261 1,261 SHGC 0.3 Silver Line SH: Glazing-JTD Andersen Silver Line Single 46.5 838 0 1,322 1,322 hung, U-value 0.3, SHGC 0.27 Silver Line SH ng: Glazing-JTD Andersen Silver Line 63.5 1,143 0 1,490 1,490 j Single hung - no grille, light color drapes with medium weave with 50% coverage, U-value 0.3, SHGC 0.29 Silver Line Picture: Glazing-Andersen Silver Line Picture 16 278 0 396 396 Window, light color drapes with medium weave with 50% coverage, U-value 0.29, SHGC 0.31 PCH BSMT: Door-JTD -Therma-Tru Half Lite, to outside, 18 238 0 83 83 U-value 0.22 PCH Front Door: Door-JTD -Therma-Tru Fibrt-Classic 36 496 0 174 174 with Sidelites, U-value 0.23 PCH Garage: Door-JTD, U-value 0.15 18.1 149 0 68 68 R-11 Blanket-6: Wall-Basement, Custom, JTD 6' below 1362 5,644 0 313 313 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 18 93 0 13 13 grade for doors, U-value 0.086, above grade U-value 0.086 R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts + 2444.3 8,214 0 1,052 1,052 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 208.5 963 0 438 438 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 40.9 178 0 81 81 garage, U-value 0.079 R-18 Gable: Wall-Frame, Custom, JTD 2" SPF + 1" Rigid 342.2 1,191 0 153 153 Foam continuous, U-value 0.058 R-15 Batt: Wall-Frame, Custom, JTD, U-value 0.084 24.4 123 0 29 29 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 66.8 128 0 138 138 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation, U-value 0.032 SPF R-39: Roof/Ceiling-Roof Joists Between Roof Deck 67.1 141 0 47 47 and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, U-value 0.035 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1778.9 3,736 0 1,247 1,247 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1259 15,108 0 0 0 R-30 cantilever: Partition Floor(STD=25, WTD=55)-Over 353 816 0 371 371 open crawl space or garage, Custom, JTD R-30 batt insul in floor cantilevers_U-value 0.042 Subtotals for structure: 44,146 0 12,602 12,602 Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane Brookhaven NY-11719 _ _ -_ _ Page 7 Total u8 ildhrw Summary Loads (cont'd) - omponent Area Sen Lat Sen escription Quart Loss Gain Gain_ People: 8 1,600 1,840 3,440 Equipment: 806 8,624 9,430 Lighting: 1900 6,479 6,479 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 164, Summer CFM: 0 10,793 0 0 0 Ventilation: Winter CFM: 115, Summer CFM: 115 1,896 2,098 316 2,414 Blower Heat Gain, 249 wafts: 0 0 850 850 AED Excursion: 0 0 273 273 Total Building Load Totals: 56,835 4,504 30,984 35,488 Check Figures - Total Building Supply CFM: 1,395 CFM Per Square ft.: 0.353 Square ft. of Room Area: 3,952 Square ft. Per Ton: 1,209 Volume (ft'): 42,502 � Buii_din Loads Total Heating Required Including Ventilation Air: 56,835 Btuh 56.835 MBH Total Sensible Gain: 30,984 Btuh 87 % Total Latent Gain: 4,504 Btuh 13 % Total Cooling Required Including Ventilation Air: 35,488 Btuh 2.96 Tons (Based On Sensible + Latent) 3.27 Tons (Based On 79% Sensible Capacity) - - - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane I Brookhaven_NY _11719 ___— Page 8 [Manual S Performance Data System 1 -main - oads and Desi n Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 30,984 Outdoor Wet Bulb: 71 Latent Gain: 4,504 Indoor Dry Bulb: 75 Total Gain: 35,488 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 1,355 Entering Dry Bulb: 75.8 Entering Wet Bulb: 63.3 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 56,835 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.6 Indoor RH: 30 Supply Airflow: 714 LEqulpment Performance Data_at System-Desi- n-Conditions - --_ This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: EL16XC1-042-230A**, Indoor Model: CX35-48C+TDR AHRI Reference Number: 8813629Nominal Capacity: 41,500, Manufacturer: LENNOX Entered Interpolation Data;-__ EDB EDB EWB Air Flow 0D13Total Power 75 F 80°F °F CFM °F Capacity Input Sensible Sensible Btuh kW S/T Capacity Sfl` Capacity Btuh Btuh 63 1220 41000 2.27 0.649 26600 0.9 3690 1355 42000 2.27 0.78 32760 0.93 3906 67 1220 85 43500 2.28 0.6 26100 0.73 3175 1355 44500 2.28 0.62 27590 0.76 3382 Interpolation Results: Percent Load of Load Sensible Capacity: 33,379 30,984 108% Latent Capacity: 8,808 4,504 196% Total Capacity: 42,188 35,488 119% Power Input: 2.27 Heating: Model Type: Propane Furnace, Model: EL195UH090XE48C-*, Nominal Capacity: 85,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 85,000 56,835 150% Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane Brookhaven,NY 1171.9 jzfr�-1 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name--_- -__-_- _- _ SF Btuh_ _ CFM Size -_Vel Btuh_- _- BtuhCFM _ CFM ---Zone 1--- 1 Basement 1,259 22,675 295 0-0 0 683 0 32 295 2 Dining 236 2,478 32 1-6 682 2,870 0 134 134 Room/Foyer 3 Kitchen/Family 663 6,058 79 2-8 478 7,155 1,206 334 334 Room 4 Mud Room 44 963 13 1-4 143 190 0 9 13 5 Powder Room 35 736 10 1-4 110 52 0 2 10 6 Bedroom 4 200 2,456 32 1-8 450 3,362 200 157 157 7 Bathroom First 48 639 8 1-4 95 87 0 4 8 Floor Zone 1 subtotal 2,486 36,005 468 14,399 1,406 672 672 ---Zone 2--- 8 Master Bedroom 207 2,557 33 1-8 648 4,846 400 226 226 9 Master Closet 75 1,727 22 1-4 257 360 0 17 22 10 Bedroom 2 207 2,537 33 1-6 634 2,667 0 125 125 11 Bedroom 3 166 1,933 25 1-6 418 1,759 200 82 82 12 Playroom/Hall/Lin 590 7,617 99 2-8 504 7,531 400 352 352 en/Upper Foyer 13 Family Bath 56 421 5 1-4 63 68 0 3 5 14 Master Bath 121 1,969 26 1-4 293 436 0 20 26 _- 15 Laundry 46 173 2 1-4 281 525 0 -__2.5- 25 Zone 2 subtotal 1,466 18,934 246 18,192 1,000 849_ 849 Ventilation 1,896 316 2,098 Blower Power 850 ---__System-1 total- - - 3,952 56,835 714 30,984 4,504 1,395 1,395 System 1 Main Trunk Size: 16x16 in. Velocity: 785 ft./min Loss per 100 ft.: 0.056 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cooling System Summary _ Cooling -- - - -- Sensible/Latent Sensible Latent Totai , Tons Split Btuh Btuh Btuh, , Net Required: 2.96 87% / 13% 30,984 4,504 35,488 Recommended: 3.27 79% /21% 30,984 8,236 39,220 Actual: 3.46 77% /23% 31,955 9,545 41,500 jEquipment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH090XE48C-* EL16XC1-042-230A'' Indoor Model: CX35-48C+TDR Brand: ELITE 90 ELITE EL16XC SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 85,000 Btuh 41,500 Btuh Tuesday, September 28, 2021, 10:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters Tiffany Modified-520 Green Hill Lane' Brookhaven.NY 11719 - - - --------- - -_._. - Page 1-0 System-1 Room Load Summary (cont'd) - - " [Equipment Data - Adjusted Capacity: n/a 42,188 Btuh Sensible Capacity: n/a 31,955 Btuh Adjusted Sensible Capacity: n/a 33,379 Btuh Latent Capacity: n/a 9,545 Btuh Adjusted Latent Capacity: n/a 8,808 Btuh AHRI Reference No.: n/a 8813629 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 30,984 Btuh, Lat. gain: 4,504 Btuh, Sen. loss: 56,835 Btuh, Entering clg. coil DB: 75.8F, Entering clg. coil WB: 63.3F, Entering htg. coil DB: 67.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1395 CFM, Req. htg. airflow: 714 CFM Tuesday, September 28, 2021, 10:47 AM Residential P � Examiner Review o Form ACCK• RPER 1.01 • - • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information REQUIRED ATTACHMENTS' ATTACHED Contractor Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No Building Plan# Manual D Friction Rate Worksheet: Yes❑ No ❑X Duct distribution system sketch: Yes❑ No F Home Address (Street or Lot#, Block, Subdivision) -HVACL•AD CALCULATION (IRC M1401 .3) Design Conditions-_ Building CQnstrucbon Information Winter Design Conditions Building Outdoor temperature OF Orientation(Front door faces) West North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 70 OF Number of bedrooms 4 Total heat Toss 56835 Btu/h Summer Design Conditions Conditioned floor area 3952 Sq Ft Outdoor temperature 0 OF Number of occupants 8 Indoor temperature Z5 OF Windows Roof Grains difference 27 Gr @50 % Rh Eave overhang depth 1 Ft Sensible heat gain —309B4 Btu/h Internal shade �- Drapes Eave Latent heat gain 4504 Btu/h Blinds,drapes,etc Depth Window Total heat gain 354 BtU/h Number of skylights 0 EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner -- - Heating CFM --1395 CFM Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Model EL195UH090XE48C-'`_ Model EL16XC1-042-230A"" 1395 ---- Cooling CFM CFM Heating output capacity $5000 Btu/h Sensible cooling capacity 33379 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity X808 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 42188 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601 .1) Design airflow CFM Longest supply duct_ Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft --- Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct systern design were rigorOLISly performed based on the building plan listed above, I understand the claims made on these forms will be subject t2 review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County. Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. l If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/28/21 Receipt#: 283742 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct- Resid. 5035 $10.00 Total Paid: $10.00 Notes: Payment Type Amount Paid By Credit Card-Ref# $10.00 Fischer, Robert Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Fischer, Robert 575 Smithtown Ave Bohemia, NY 11716 Clerk ID: BONNIED Internal ID: 5035 ..+.rr�wr' .. !r.•!+�-*tee \3v. i r= t k r` G a ^sin. _.... f . o i ' MMMSi �r „x 777, - �> t ..T€ a rr�; ,tiA. � � { �'S• �s r �1 fit, � Ar � �: ` ,.sef.,q ,•r, � e d� IF` w. ,t;' �'.. �"�. h• r t�;h:,�, .4Gfi ax^t8`'�is,.�"+�.ti'' r`�; �*t'x�s �.+ �r •'�-� ,, L, ,�`r, > r `5".ro 1.4, f t'Ir -. t( N4: .� rat vAlr`•gP`., '4 e � .e; r ?fa `-�«r m`' s•: z�ac s' s Mev �r ,h' ,g .:tt„n ° a <<' -. ,, ,., i'�n r:, '.0 'n.t:. ."'S. 't"sMV 43-� '',r;%.. ... [ .�.'',� -:.'�. 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R?W:•fS : . t y '+fes — +� y ,_� � .�ti,A1�".;`e a'��("R'1� �.3 9' � .!�i ✓ ..nom' ,�.r '�1 �� �r'�} .ti �a 31 - 'k wit, FIELD INSPECTION REPORT PATE COMMS TS FOUNDATION(1ST) ------------------------------- OIL FOUNDATION (2ND) gktlk Ilk. � S I1n�L n z g o y ROUGH FRAMING& PLUMBING 2 2( 1 NWA � e T � r INSULATION PER N.Y. y STATE ENERGY CODE 001. FINAL ADDITIONAL COMMENTS o l"5 %e�C.eive� , ee� �u� ��. 0• G ;mom 'C�/�— c ° c-e, only $ 5.00 re�U X elf. 0 z X h 1 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 hitps://www.southoldtommpy.gov Date Received APPLICATION FOR BUILDING PERMIT vpDL I For Office Use Only C� i JUm 2 8 2021 PERMIT NO. / 6 S�S Building Inspector: f i„,;.,, Apphcatwns and farms most b�filled oat in their entirety Incomplete B�71T�DMG D . applications will nat fiaccepied:Where the Applrcant=isnot tie owner,an — - , Owners Authonzat�on form Page 2)shalt be`campleted _ Date:6/05/2021 Name Wyandanch Real Estate = __ scTM#1000-33-03-10 Project Address:520 Greenhill Lane Greenport NY 11944 Phone#:631-767-9933 Email:rfis641100@yahoo.Com Mailing Address:575 Smithtown Ave_Bohemia NY 11716 CQNTACT Pt:R5E3N Name:Robert Fischer Mailing Address:575 Smithtown NY Bohemia NY 11716 Phone#:631-767.9933 Email:rfiS641100@yahoo.com DESIGN PR�FESS�IONAR INFORMATION � � � x Name:LLD'Amaro Engineering and Surveying PC Mailing Address:20 Mariposa Lane Manorville NY 11949 Phone#:631-878-7808 Email: CONTRACTOR JNEORMATtON tr Name:Robert Fischer Mailing Address:575 Smithtown Ave Bohemia NY 11716 Phone#:631.767-9933_____ Email:rfis641100@yahoo.com 4 r T..,a.P.r_.. DESGttIPT10N OF PROPOSED CONSTRUCTION 29 Z Y - BNew Structure ❑Addition ❑A4ration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 4AQ64L, VJ'-'1-S aogdgaUbj � $350,000.00 Will the lot be re-graded? Utes El No Will excess fill be removed from premises? V\Yes ❑No 1 10U.- A 17 PROPERTY FORMAT Existing use of property: Intended use of property:Single Fami1v Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes WNo IF YES,PROVIDE A COPY. -P 66i/&W4G /dbiith OidfesitlonaU!06sponjii61e for and''Ao -"''Wissues prom fWb 64 -PIUCA ichaipt&1366f.tfiii-To Itiorw4or"theo";:doh'$�buildings, r1o7N IS,HEREBYMADE to--the Building Department for the Ksuanceof a Building PermR puesuant to the Budding Zone.,, Ordinance of the Town of Southold,Suffolk, V w-q�i rdj�anc� r R additions, Capplicableordinances,ijaW ,6611dingco housing code and regulations -tpj, itjaqt pfize�!inspectors-on premises False statements made herein,are- to, iqw2l Ptr a misdemeanorpursuant 's� K6New rYork-State Application Submitted By(print name): ElAuthorized Agent Nowner Signature of Applic Date: NOTARY PUBLIC-STATE OF NEW YORK STATE OF NEW YORK) No. 01IM6275667 SS: Qualified in Suffolk County COUNTY OF !�j�W*j My Ciornmisslon Expires January 23, 2025 &'y f being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe 40001601- (Contractor,AgeKt,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 (:P Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 �og�Fl:O�,t�o a�0 Gy�c BUILDING DEPARTMENT-Electrical Inspector o„ = TOWN OF SOUTHOLD "� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o4-441 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate #--U Date 2021 Customer Name Electrician Name G CnA4 Address l ej P,911N rPeA jQa r Phone 62, W 20gg e-mail e-mail lA pIr uGCI d e1C Cor Co Phone License# f Size A Phase Overhead Underground T #of Meters Remarks #of Underground Laterals 1 2 New ' "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali da a date above: Authorized by �Oguff � D Ec 61�'�1tILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �F So�cH $wn Hall Annex - 54375 Main Road - PO Box 1179 o • -cowN Southold, New York 11971-0959 yfj: Off: . Telephone (631) 765-1802 - FAX (631) 765-9502 � r rogerr(c-)southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Puccio Electric Contracting, Inc. Name: p License No.: 4806-ME email: .mom Phone No: '51.-tf? .7 VCft MI request an email copy of Certificate of Compliance Address.: 1 / ' 1 411j JOB SITE INFORMATION (All Information Required) Name: t . Address: r&n Ili I Cross Street: Phone No.: Bldg.Permit M 4 email:. h'1 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print_ Clearly) New Dwetlg with 200amp U.G.service New Dwelling with 200amp U.G. service New Dwelling with 200amp U.G. service Check All That Apply: Is job ready for inspection?- ❑✓ YES ❑NO gfRoughin ❑Final Do you need a Temp Certificate?: ❑✓ YES ONO Issued On rWI-(y, 1Pa1 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A #Meters 1 Old Meter# FV]New Service ❑ Service Reconnect ❑✓ Underground [—]Overhead # Underground Laterals ❑✓ 1 [:]2 [—]H Frame❑Pole Work done on Service? ZY ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION ey �;v ooh o ��•� Electrical Inspection Form 2020.xlsx •�` t` �� O Ce F y y\VB� ILDING DEPARTMENT .Electrical Inspector ►�' ��' TOWN,OF SOUTHOLD Tbvirn Hall'Annex - 54375 Main Road PO Box 1179 r Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 fx rogerr southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I Company Name: Puccio Electric Contracting, Inc. Name: MQYK p License No.: 4806-ME email: ink& Phone No: '51- S y 7 IDCft l request an email copy of Certificate of Compliance Address.:al I a'bL' JOB SITE INFORMATION (All Information Required) Name: l }�, Address: r ll Cross Street: Phone No.: Bldg.Permit#: email:40 , Tax Map District: 1000 Section: Block: Lot: 10 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service New Dwelling-with 200amp U.G. service New Dwelling with 200amp U.G. service _ Check All That Apply: Is job ready for inspection?- EYES ❑NO Rough In;` [-]Final Do you need a Temp Certificate?: EYES ❑NO Issued On Lead Temp-Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A ##Meters 1 Old Meter# ❑✓ IVew,Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals Z1 02 ❑H Frame ❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp.ASAP Need Tempi ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �1, I��,G '�+ f � PERMIT# Switches I fill Outlets , GFI's Surface Sconces H H's (I VYf* UC fits Fans Fridge HW 5 iL. Exhaust Oven ' Dryer Smokes ll DW ( Service I Carbon Micro Generator r I Combo d I Cooktop Transfer AC AH ` Mini Special: 1 Comments 1A f AS eylvltm Mittof tjt OcP _ 1rl� "St"'rJ. 1 f Chicago Title Insurance Services, LLC TITLE NO: 7404-011444 District: 1000 Section: 033.00 Block: 03.00 Lot: 010.000 Town of Southold,New York Gentlemen: CHICAGO TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Michael Martinolich and Irene Rena Martinolich AKA Rena Martinolich,his wife and his/her predecessors in title since prior to 1954 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: May 19, 2021 CHICAGO TITLE IRANCE SERVICES, LLC JEA DU A Sworn to before me this 19th day of May, 2021 otary Public , SANDRA J.Q:aQ3LEW Notani Pubnc,#AiC®5on-467 Suffoitt coin,Naw yo is CommissionExpires:Aug.29,20,& 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631) 727-0606 I C � �ow ��V1dl S ��V UI �-- ° ��rn AA,1`64,4 6'vv<i� 00 Koa K-. Oe,KA Tri. �a- 0 � l � CA) Chicago Title Insurance Services, LLC TITLE NO. 7404-011444 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-033.00-03.00-010.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1954. SUBJECT PREMISES: 1000-033.00-03.00-010.000 Arthur Lewis Moore and John Alden Cook, Liber 2243 cp 486 as Trustees under the Last Will and Testament of William Dated: 04/20/1942 H.H. Moore, deceased Rec'd: 07/24/1942 TO (premises and more) H.K. McCann Harrison K. McCann died on 12/21/1962 in New York, Surrogates File No. 343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 59 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) J.M.S. Land & Development Corp. CHICAGO TITLE I URANCE SERVICES, LLC Sworn to before me this JEAN DU 19th day of May, 2021 Notary Public SANDRA) GOLESKI Notary Pub9c,43=5032467 WOW County,maw Yaar�s COMMISS3®n .pires:Aug.26,20&0 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 0 Fax: (631)727-0606 Chicago Title Insurance Services, LLC Morgan Guaranty Trust Company of New York, Liber 5474 cp 61 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) H.J.S. Land & Development Corp. J.M.S. Land& Development Corp. Liber 5829 cp 370 TO Dated: 09/27/1965 H.J.S. Land & Development Corp. Rec'd: 09/28/1965 (part of premises and more) H.J.S. Land & Development Corp. Liber 6782 cp 429 TO Dated: 07/21/1970 Mary Alice Julian Rec'd: 07/30/1970 Mary Alice Julian Liber 8908 cp 494 TO Dated: 10/20/1980 Manuel Savidis and Mary Savidis, his wife Rec'd: 11/03/1980 Manuel Savidis and Mary Savidis, his wife Liber 12299 cp 674 TO Dated: 11/26/2003 Rena Martinolich and Michael Martinolich, Rec'd: 02/05/2004 each as to 50% interest Irene Rena Martinolich AKA Rena Martinolich and Liber 12893 cp 21 Michael Martinolich, each as to 50% interest Dated: 10/06/2016 TO Rec'd: 12/16/2016 Michael Martinolich and Irene Rena Martinolich AKA Rena Martinolich, his wife LAST DEED OF RECORD CHICAGO TITLE 7CE SERVICES, LLC Sworn to before me this JEAN yl 19th day of May, 2021 t.. L, �. Notary Public r,ANDF',Aj.c-OLEE I Notavy PU,b.e,gal G05032-467 Suffolk C a;nty,wa'm'ybe 0V Coremi�im Expires:Aug.�9,�0 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631)727-0606 Chicago Title Insurance Services, LLC PREMISES NORTH: 1000-033.00-01.00-009.000 Arthur Lewis Moore and John Alden Cook, Liber 2243 cp 486 as Trustees under the Last Will and Testament of William Dated: 04/20/1942 H.H. Moore, deceased Rec'd: 07/24/1942 TO (premises and more) H.K. McCann Harrison K. McCann died on 12/21/1962 in New York, Surrogates File No. 343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 59 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) J.M.S. Land& Development Corp. Morgan Guaranty Trust Company of New York, Liber 5474 cp 61 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) H.J.S. Land& Development Corp. J.M.S. Land &Development Corp. Liber 5829 cp 370 TO Dated: 09/27/1965 H.J.S. Land & Development Corp. Rec'd: 09/28/1965 (part of premises and more) H.J.S. Land& Development Corp. Liber 6870 cp 288 TO Dated: 01/09/1971 Michael V. Pavese and Helen M. Pavese, his wife Rec'd: 01/15/1971 CHICAGO TITLE 77 SERVICES, LLC Sworn to before me this JEAN U 19th day of May, 2021 Notary Public Rl®t3ry Public,�;.�p G05032467 suffonE county'NaW Vo"k Commis,�z6ssn E—gge,s:Aug.29,20 99 1• 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631) 727-0606 Chicago Title Insurance Services, LLC Helen M. Pavese, as surviving tenant by the entirety of Liber 10726 cp 538 Michael V. Pavese Dated: 10/24/1988 TO Rec'd: 11/01/1988 Salvatore Loprinzi and Loretta Loprinzi, his wife Salvatore Loprinzi and Loretta Loprinzi Liber 12290 cp 238 TO Dated: 12/01/2003 James Nemazi and Anna Nemazi, husband and wife Rec'd: 12/16/2003 LAST DEED OF RECORD PREMISES EAST: 1000-033.00-03.00-019.017 Estate of Earl C.Burt who died on 05/08/1951,Surrogates file No. 329 P 51,leaves all to wife Mary C. Burt. Mary C. Burt died on 11-9-1963, Surrogates File No. 1410 P 63, leaves all to son Edgar V. Burt. Edgar V. Burt Liber 6718 cp 215 TO Dated: 03/14/1970 R.Norman Felske Rec'd: 03/18/1970 (premises and more) R. Norman Felske Liber 6718 cp 222 TO Dated: 03/14/1970 Bernard C. Smith, as Attorney Rec'd: 03/18/1970 (premises and more) Bernard C. Smith, as Attorney Liber 7192 cp 346 TO Dated:06/14/1972 Synco Properties, Inc. Rec'd: 07/07/1972 (premises and more) CHICAGO TITLE I ,NCE SERVICES, LLC Sworn to before me this JEAN VA 19th day of May, 2021 Notary Public SANDRA J.GOLESKi Notary Public,W605032467 Suffolk County,ftv York Commission Expires:Aug.2g,2g 24 Commerce Drive • Riverhead,New York 11901 9 (631) 284-2400 • Fax: (631) 727-0606 Chicago Title Insurance Services, LLC Synco Properties, Inc. Liber 7529 cp 102 TO Dated: 10/29/1973 Irene Klasfeld Rec'd: 11/13/1973 (premises and more) Irene Klasfeld Liber 9052 cp 500 TO Dated: 07/31/1981 Sal Caiola and Benny Caiola, Jr., as joint tenants in Rec'd: 08/14/1981 common without rights of survivorship (premises and more) Sal Caiola and Benny Caiola, Jr. Liber 12216 cp 348 TO Dated: 06/19/2002 East of Eden, LLC Rec'd: 10/23/2002 East of Eden, LLC Liber 12299 cp 101 TO Dated: 01/07/2004 Anthony Nicoletti Rec'd: 02/03/2004 Anthony Nicoletti Liber 12404 cp 526 TO Dated: 08/12/2005 Bayberry Builders LLC Rec'd: 08/18/2005 Bayberry Builders LLC Liber 12405 cp 803 TO Dated: 08/12/2005 Shefquet Koci and Engjellushe Tonuzi, his wife Rec'd: 08/25/2005 LAST DEED OF RECORD CHICAGO TITLE URANCE SERVICES, LLC Sworn to before me this JE VA 19th day of May, 2021 Notary Public SANDRA 3-GOLESiti Notary pubiic.,9,,01 Gi35932467 Suffolk County,MW York commission Expires:Aug.29.20 ffa 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631) 727-0606 Chicago Title Insurance Services, LLC PREMISES EAST: 1000-033.00-03.00-019.019 Estate of Earl C.Burt who died on 05/08/1951,Surrogates file No. 329 P 51,leaves all to wife Mary C. Burt. Mary C. Burt died on 11-9-1963, Surrogates File No. 1410 P 63, leaves all to son Edgar V. Burt. Edgar V. Burt Liber 6718 cp 215 TO Dated: 03/14/1970 R.Norman Felske Rec'd: 03/18/1970 (premises and more) R.Norman Felski Liber 6718 cp 222 TO Dated: 03/14/1970 Bernard C. Smith, as Attorney Rec'd: 03/18/1970 (premises and more) Bernard C. Smith, as Attorney Liber 7192 cp 346 TO Dated:06/14/1972 Synco Properties, Inc. Rec'd: 07/07/1972 (premises and more) Synco Properties, Inc. Liber 7529 cp 102 TO Dated: 10/29/1973 Irene Klasfeld Rec'd: 11/13/1973 (premises and more) Irene Klasfeld Liber 9052 cp 500 TO Dated: 07/31/1981 Sal Caiola and Benny Caiola, Jr., as joint tenants in Rec'd: 08/14/1981 common without rights of survivorship (premises and more) CHICAGO TITLE I RANCE SERVICES, LLC Sworn to before me this JEAN U11 19th day of May, 2021 Notary Public SANDRAE GOLESKI Notary Public,001005032467 Suf lk County,Nam York Commission Expires:Aug.29,20 Olaf 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631) 727-0606 Chicago Title Insurance Services, LLC Sal Caiola and Benny Caiola, Jr. Liber 12216 cp 336 TO Dated: 06/19/2002 East of Eden, LLC Rec'd: 10/23/2002 (premises and more) East of Eden, LLC Liber 12397 cp 353 TO Dated: 05/11/2005 Squires Blvd Development Corporation Rec'd: 07/13/2005 Squires Blvd Development Corporation Liber 12449 cp 144 TO Dated: 03/24/2006 Thomas Rattler Rec'd: 05/08/2006 LAST DEED OF RECORD PREMISES SOUTH: 1000-033.00-03.00-011.000 Arthur Lewis Moore and John Alden Cook, Liber 2243 cp 486 as Trustees under the Last Will and Testament of William Dated: 04/20/1942 H.H. Moore, deceased Rec'd: 07/24/1942 TO (premises and more) H.K. McCann Harrison K. McCann died on 12/21/1962 in New York, Surrogates File No. 343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 59 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) J.M.S. Land & Development Corp. CHICAGO TITLE I RANCE SERVICES, LLC Sworn to before me this JEAN" 19th day of May, 2021 Notary Public sANDRA I GOLESM Nosuftliit County,��Now Yn��a Commisaion moires:Aug.29j 20 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631)727-0606 Chicago Title Insurance Services, LLC Morgan Guaranty Trust Company of New York, Liber 5474 cp 61 as Executor of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann, deceased Rec'd: 12/27/1963 TO (part of premises and more) H.J.S. Land& Development Corp. J.M.S. Land&Development Corp. Liber 5829 cp 370 TO Dated: 09/27/1965 H.J.S. Land &Development Corp. Rec'd: 09/28/1965 (part of premises and more) H.J.S Land & Development Corp. Liber 6821 cp 395 TO Dated: 10/05/1970 Thomas J. Torpey and Florence B. Torpey, his wife Rec'd: 10/09/1970 Florence B. Torpey, surviving tenant by the entirety Liber 9015 cp 105 TO Dated: 06/01/1981 Mary Louise Coyle Rec'd: 06/16/1981 Mary Louise Coyle Liber 9897 cp 499 TO Dated: 10/03/1985 Timothy Gould and Jennifer Gould, his wife Rec'd: 10/21/1985 Timothy Gould and Jennifer Gould, his wife Liber 10451 cp 564 TO Dated: 09/30/1987 Paul H. Dalecki and Mary S. Dalecki Rec'd: 12/23/1987 Paul H. Dalecki and Mary S. Dalecki, husband and wife Liber 11994 cp 119 TO Dated: 09/27/1999 Imed Trabelsi and Faith Trabelsi, husband and wife Rec'd: 10/12/1999 CHICAGO TITLE NCE SERVICES, LLC '�r- Sworn to before me this JEAN 19th day of May, 2021 /6���' aa Notary Public SANDRA J.GOLESKI Ne,a6y pubilu,iMI 605032467 Commission Expires:Aug.213,;20 W 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 • Fax: (631)727-0606 Chicago Title Insurance Services, LLC Imed Trabelsi and Faith Trabelsi Liber 12199 cp 130 TO Dated: 04/30/2002 Imed Trabelsi Rec'd: 07/24/2002 Imed Trabelsi Liber 12710 cp 349 TO Dated: 10/17/2012 Christian Tully and Jeanette Tully, husband and wife Rec'd: 11/05/2012 Christian Tully and Jeanette Tully,husband and wife Liber 12999 cp 997 TO Dated: 01/15/2019 Vanessa Motto Rosenthal Rec'd: 02/07/2019 LAST DEED OF RECORD PREMISES WEST: GREEN HILL LANE CHICAGO TITLE I U NCE SERVICES, LLC Sworn to before me this JEAN V 19th day of May, 2021 Notary Public SANDRA J.GOL E&M Notary Pubs,#010000326117 Suffolk county,Now York COMMISSIOn Easplres:Aug.29,20 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 • Fax: (631)727-0606 A� os107o7® CERTIFICATE OF LIABILITY INSURANCE DATE /i202/ ) o21 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: 9 the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Cole Lahey NAME: PF Northeast Brokerage Inc PHONEC. W: (845)223-8107 arC Ne: (845)227-8816 1035 Route 82 ADDRESS. clahey@pfnortheasLoom INSURER(S)AFFORDING COVERAGE NAIC N Hopewell Junction NY 12533 INSURER A: Southwest Marine 8r General Insurance Company INSURED INSURERS: Ocean CH Inc INSURER C: 99 PaquatuckAve INSURER D: INSURER E: East Moriches NY 11940 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20102112141 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1POLIC �TR TYPE OF INSURANCE INS. VYVD POLICY NUMBER POLICY YY MMIDD YYY LIMITS X COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,000 DAMAGE100,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ Contractual Liability MED EXP(Any one person) $ 5,000 A GL2020LHBOO433 10/01/2020 10/01/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY®JECaT LOC PRODUCTS-COMP/OPAGG $ 2.000,000 OTHER: $ AUTOMOBILE EDIBILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA L1AB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB cLAIM'MADE EX2020LHBOO117 10/01/2020 02/01/2021 AGGREGATE $ 5,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION SP AND EMPLOYERS'LIABILITY YIN NTE ER ANY PROPRIETORIPARTNERIEXECUTIVE F-1NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ IT DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if mon:space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO BOX 1179 AUTHORRED REPRESENTATIVE Southold NY 11971 E "Cr ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /7--o4S*4&- N Y S ' F New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 814212453 PF NORTHEAST BROKERAGE INC 1035 ROUTE 82 ��r HOPEWELL JUNCTION NY 12533 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER OCEAN CH INC TOWN OF SOUTHOLD 99 PAQUATUCK AVE 53095 ROUTE 25 EAST MORICHES NY 11940 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12446100-6 600582 06/01/2021 TO 06/01/2022 6/7/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2446100-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWVVW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. .THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:325495974 U-26.3 IINIOEI'� ICWorkers? CERTIFICATE OF INSURANCE COVERAGE TE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAVA PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured OCEAN CH INC 631435-4710 99 PAQUATUCK AVE EAST MORICHES,NY 11940 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 814212453 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"l an 53095 Route 25 DBL534934 PO Box 1179 3c.Policy effective period Southold, NY 11971 06/01/2021 to 05/31/2022 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that]am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above . Date Signed 6/7/2021 By wid (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title' Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,40 or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 58 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11 lip, 111°°�1°��°�����°JIID EXISTING RESIDENCE SURVEY OF LOT 144 PUBLIC WATER LOT 143 MAP OF EASTERN SHORES SECTION FIVE N 69002'10" E 129.32 w SITUATE AT GREENPORT � x� TOWN OF SO UTHOLD N U.P. Z V h #5 SUFFOLK CO UN T Y, NEW YORK x U � w a .:CO X FILED: 12/31/1968 MAP No. 5234 E. PROP. CLEARING LINE & SILT FENCE y} S.C.T.M. No. 1000-33-03-10 tr W E CAVATIQV '.NS!'OCTtON RWJ1RM tv PROPOSED W I FOR Sf vITA1RY SYSTEM ROOF DRAIN W REBAR/CAP LOT AREA = 18,728 S.F. BY 14rA .TH M� ARTIAENT 8' DIA. X 4' DP. 0.3E PROP. LOT COVERAGE = 2,007 S.F. / 10.79. _ PROP. LOT CLEARING = 12,137 S.F. / 64.890 a �' ELEVATIONS PER NAV88 DATUM 2 NO ACTIVE WELLS WITHIN 150' 24'0) NO SURFACE WATER WITHIN 300 W 0.0 ( (24.0) 2 ' A W 7.0' � 32.0' N W PROP. WATER SERVICE CQ Cl ADDRESS: 0 520 GREEN HILL LANE GREENPORT, NY 11944 k6 � a �� .� o a k6CO co CQ h o � 2•° q o W W PROPOSED SANITARY SYSTEM W O1 S.T. I C.O. W w o 0 o LOT 144 W Icy q y M N z 0 � kO �; W � �, � 4 BEDROOMS to� j `�� 2 0 N w " �, y 1,250 GALLON SEPTIC TANK w ` ° HOLE �' � o Z q 1i �� s.3' o 8' DIA. X 12' DEEP LEACHING POOL p o Avg �ti �� o o W s.s' � 0 0 y a 509. EXPANSION a W e o o CQ W W a L.P. P UCq \ UNSUITABLE SOIL MUST BE REMOVED AND REPLACED GARAGE Q, WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND EXP• ' (23.5) __ 22.7' 023.5) AND GRAVEL. PROPOSED "a PROPOSED ROOF DRAIN CALCULATIONS. WPROPOSED 0ROOF DRAIN " — DRIVEWAY p � 8' DIA. X 4' DP. 2,007 S.F X 2/12 X 1.0 — 335 C.F. 3.3q 4404• 335 C.F. / 42.3 = 8 V.F. PROVIDE (2) 8' DIA. X 4' DP. LEACHING POOLS =338 C.F. PROP. CLEARING LINE & SILT FENCE GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES C CS EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. Cq 4' CHAIN LINK FENCE THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES j . ARE FOR SPECIFIC PURPOSE AND USE, THFREFORF ARF NOT INTFNnED TO GllIt7F THE GL FD. FE. 0.2S FE. 0.2S ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, W I W NYT PIPE ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT #4S 6902'10" W 127.94' OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN 38" MIN. FENCE POSTS ARE NOT GUARANTEED DRIVEN MIN. IB" INTO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF LOT 145 GROUND SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL O EXISTING RESIDENCE WOVEN HIRE FENCE 14.5 GUAGE NOT BE CONSIDERED A TRUE VALID COPY. !} PUBLIC WATER MAX B" MESH SPACING ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS 10' MAX C. TO C. FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. HEIGHT OF FILTER 16" MW. 8" MIN. HOMESTEAD WA Y CT o� PERSPECTIVE VIEW POF NFA GROUND ELEVATION = 22.5 �� S E Cc OL DARK BROWN LOAM 36" MIN. FENCE POST---- WOYFN WIRE FENCE MIN. �' _r Q 1, O 14.5 GUAGE MAX. 0" MESH zt • —x SOPVArCING WITH FILTER CLOTH`� 0(z) 1 UNDISTURBED Li a t.__= �O SUFFOLK COUNTY QE'.-�ntiT.".;E!Ir OF HEALTH SEnViCES "y �Q 49281 J� ML BROWN SILT COMPACTED SOIL 4 �A N p Svc PERM1 i FOR APPROVAL Or Co 1 nJ4r!�r� FORA � ENBEDEI FILTER CLOTH MIN. 6"WTO GROUND SiNVLE Fn{Li11.Y�E�31�z � 3 JUN 2 3 LULL SECTION Dare H.J. REQ=. PALE BROWN FINE TO LEAAvVPIFRZES Rovcm sw COARSE SAND WITH 10% r CONSTRUCTION NOTES FOR FABRICATED SILT FENCE SECCA FI CO LAND SUR VE Y GRAVEL FO2 !°.$AXIh1U4f O. � i; Oi,S SURVEYING PC THREEYEARS FROtvi DATE OF APPROVPL 500 Montauk Highway 1. WOVEN WIRE FENCE TO Bl FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T" OR "U" 17' WITH WIRE TIES OR STAPLES. TYPE OR HARDWOOD Moriches, New York 11955 , 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE FENCE: WOVEN WIRE 14.5 GA. TEST HOLE WITH TIES SPACED EVERY 24" AT TOP AND MIN SECTION. B" MAX. MESH OPENINGS Phone: (631) 878-0120 Phone (631) 728-5330 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY FILTER CLOTH: FILTER X SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. MIRAFI 100X STABILINKA pseccofico©optonline.net BY MCDONALD GEOSERVICES 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL T140N OR APPROVED EQUAL. Pat C. SeCCafICO. PLS Pat T. Seccafico. PLS REMOVED WHEN 'BULGES MEVELOP IN SILT FENCE. PREFABRICATED UNIT: BEOFAB DATE: 05/11/2021 ENVIROFENCE OR APPROVED NYS Lic. No. 051040 NYS Lic. No. 049287 NO WATER ENCOUNTERED EQUAL. copyright — 2021 Seccafico Land Surveying PC SILT FENCE DETAIL PROJECT No. 62569 SCALE: 1 " = 20' DATE: 05/12/2021 EXISTING RESIDENCE SURVEY OF LOT 144 PUBLIC WATER MAP OF EASTERN SHORES LOT 143 �°9 w SECTION FIVE N 69"02'10" E 129.32 w w SITUATE AT GREENPORT TOWN OF SO UTHOLD LIL I W o a #5� POOL OFFSET 5' MIN. 4•� x y SUFFOLK COUNTY, NEW YORK w W ��• � W 6 PROP. X FILED: 12/31/1968 MAP No. 5234 2 DRYWELL PROP. CLEARING LINE & SILT FENCE 8'0-6' DEEP � S.C.T.M. No. 1000-33-03-10 PROPOSED FD. LOT AREA = 18,728 S.F. W o / ROOF DRAIN - REBAR/CAP ZONE — R40 �\J� a' DIA. X 4' DP. o.3'E PROP. LOT COVERAGE = 2,007 S.F. / 10.77. PROP. LOT CLEARING = 12,137 S.F. / 64.8% ELEVATIONS PER NAV88 DATUM w 40 0.0' �lz4.o) (z4.o) NO ACTIVE WELLS WITHIN 150 w w 7.o2 �0' 32.0' NO SURFACE WATER WITHIN 300 PROP. WATER SERVICEW CQ ADDRESS: w I o z z.o' w w o W ° 520 GREEN HILL LANE cs, x o x a q w a k6 �, o W z c �, GREENPORT, NY 11944 o o 0 0 �� W ko E� a Cq �' � 2.0' o ~ W W PROPOSED SANITARY SYSTEM c5 l W S.T. I ' C.O. W ko 0 0. W p W y M N �? �, 2 W 4 BEDROOMS o �'' z w °' W q N '� ^ 1,250 GALLON SEPTIC TANK °' U TEST �W 2.0' 0 C�h � II I I � O W o o HOLE q� s.3' 2 a. v c o Uj 8' DIA. X 12' DEEP LEACHING POOL ly �� s.s' o 2 50 EXPANSION NOTE: Z a i 111 0UNSUITABLE SOIL MUST BE REMOVED AND REPLACED W i GARAGE a a. WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR z AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST �$ SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND EXP. (23.5) __ 22_7 23.5) x LOT 144 AND GRAVEL. QqPROPOSED ROOF DRAIN CALCULATIONS. W PROPOSED PROPOSED � 1 ROOF DRAIN �� W i n 8' DLA. X 4' LIP. / 2,007 S.F X 2112 X 1.0 = 335 C.F. o p� '� � 3.3% p4• � 335 C.F. / 42.3 = 8 V.F. 44 `� PROVIDE (2) 8' DIA. X 4' DP. LEACHING POOLS =338 C.F. PROP. CLEARING LINE & SI C 5+ GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES THEMENTS NOT DIMENSION NSHOWN AND THEREON ILITY LFROM CTHE NSTRUCTURES S ARE NOT GUARANTEED. OA� E THE PROPERTY LINES o POOL OFFSET 5' MIN. 4' CHAIN LINK FENCE ��' ARE FO,? SPECIF'C PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ryN U p FD. FE. 0.2S FE. 0.2S ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, W Iy NYT PIPE ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT W OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD,-IF ANY, NOT SHOWN #4 S 69 36" 02'10" W 127.94' MIN. FENCE POSTS ARE NOT GUARANTEED DRIVEN MIN. 16" INTO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF LOT 145 GROUND SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP EXISTING RESIDENCEWOVEN FIRE NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL � PUBLIC WATER MAX. 6 MESH SPACINGS GUAGE NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS 10' MAX, C. To C. FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. HEIGHT OF FILTER 16" MIN. 8" MIN. H0IVIESTEA D WAY PERSPECTIVE VIEW GROUND ELEVATION = 22.5 OL DARK BROWN LOAM se" MIN FENCE POST WOVEN WIRE FENCE MIN. 1 EtV 14.5 GUAGE MAX. 6" MESH �j ���F N SPACING WITH FILTER CLOTH�� p OVER UNDISTURBED �C S C Cq�OI GROUND A, �.. COMPACTED SOIL ML BROWN SILT ENBBDED FILTER CLOTH r Q MIN. 6" INTO GROUND 4•':, 3' SECTION �2s�. 04 gt2'g1 LAND PALE BROWN FINE TO SW COARSE SAND WITH 10% GRAVEL CONSTRUCTION NOTES FOR FABRICATED SILT FENCE SECCA FI C 0 LAND SURVEYING PC ' 1. WOVEN WIRE FENCE 70 BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T` OR "U" 500 Montauk Highway WITH WIRE TIES OR STAPLES. TYPE OR HARDWOOD Moriches, New York 11955 17 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE FENCE: WOVEN WIRE 14.5 GA. TEST HOLE WITH TIES SPACED EVERY 24" AT TOP AND MIN SECTION. 6" MAX. MESH OPENINGS Phone: (6,31) 878-0120 Phone (631) 728-5330 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY FILTER CLOTH: FILTER X SeCCa flCO�O toniine.net SHALL BE OVERLAPPEL BY SLY INCHES AND FOLDED. MIRAFI 100X STABILINKA p p BY MCDONALD GEOSERVICES 4. MAINTENANCE SHALL 3E PERFORMED AS NEEDED AND MATERIAL T140N OR APPROVED EQUAL. Pat C. Seccafico. PLS Pat T. Seccafico. PLS REMOVED WHEN BULGES DEVELOP IN SILT FENCE. PREFABRICATED UNIT: BEOFAB DATE: 05/11/2021 ENVIROFENCE OR APPROVED NYS Lic. No. 051040 NYS Lic. No. 049287 UAL. NO WATER ENCOUNTERED EQcopyright — 2021 Seccafico Land Surveying PC SILT FENCE DETAIL PROJECT No. 62569 SCALE. 1 " = 20' DATE: 05/12/2021 6T66— GUARANTEES OR CERTIFICATIONS ARE NOT TR4NSFER4BLE. UNDERGROUND UTILITIES SURVEY OF LOT 144 EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY GUIDE THE LINES p OF EASTERN SHORES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO ERECT70N OF FENCES, RETAIN/NG WALLS, POOLS, PATIOS, PLANTING AREAS, SECTION FIVE ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS, WETiANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN SIT UA AT GREENPORT ARE NOT GUARANTEED AT UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION OF TOTM OF SOUTHOLD SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL SUFFOLK COUNTY, NEW YORK NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS HOMEWNERS, FIELD OBSERVATIONS ANDOR INFORMATION OBTAINED FROM OTHOERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT FILED: 12/31/1968 MAP No. 5234 BE CERTIFIED. S.C.T.M. No. 1000-33-03-10 f :� LOT AREA = 18,728 S.F. ZONE — R40 ELEVATIONS PER NAV88 DATUM SEP 1 6 2.021 NO ACTIVE HELLS WITHIN 150' NO SURFACE WATER WMTIN 300' ADDRESS: TP 520 GREEN HILL LANE GREENPORT, NY 11944 LOT 143 N 69002'10" E 129.32' U.P. x ti LIL 4 0. ��•% I N x X I!N X� FD. REBAR/CAP 0.3E 4 o � I 45.1' 18.1' 4.0' 3.8' Cn O m 3.0' to a co c o ^� 3.0' lo �1 W o Ott ml m ~0. oQw 4.0 p V O o o V w „- V O h CQ I O O Wn2 0.7' C O 25.7' Xql$ P LOT 144 4 o N W � 4' CHAIN LINK FENCE ¢ W U.P. PIPE FE. 0.2'S FE. 0.2S W NYT #4 S 69002'10" W 127.94' er t' LOT 145 v HOMESTEAD 'PYA Y � OF NElNyo SEC C,�� 'P co Al SECCAF/C0 LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 =- Phone: (631) 878-0120 Phone (631) 728-5330 25�� 0492�' Q� pseccoficogop tonline.net A N 0 Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 DATE. 09/09/2021 (FND. LOCATION) copyright — 2021 Seccafico Land Surveying PC PROJECT No. 62569 SCALE: 1" = 20' DATE: 05/12/2021 „-SURVEY OF LOT 144 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES li! EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. OFFSETTHE DIMENSION HEREON ARE FOR SPECIFICPURPOSE ANDUSE, THEREFORE STRUCTURES EURLINES NOTINTENDED TO GUIDE THEMAP OF EASTERN SHORES r ; ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ' SECTION FIVE ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT y ;�� OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEEDSITUATE AT GREENPORT r e ; >_ L UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF �''� t� TOWN OF SOUTHOLD SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP "� "" NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. (� SUFFOLK COUNTY, NEW YORK ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS, 17ELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM r� �fI,F,+D: 12/31/1968 MAP NO. 5234 OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT e BE CERTIFIED. SUFFOLK COUNTY DE,PARTMENT OF HEALTH SERVICES S.C.T.M. No. 1000-33-03-10 APPROVAL OF Cot4STRUCTED WORKS FOR LOT AREA = 18,728 S.F. A%NGLC F-twiLY RESIDENCE EXISTING CLEARING = 15,241 S.F. OR 8190 Date AIN 2 8 2022 H.S.Ret Na. 9-.- I. i,Lr;R. ELEVATIONS PER NAV88 DATUM Tt,e$Mae dtVMI and wac�f SWC*Esc!".je$Et this location hm 6esn tnspwo andw certmed t3y f is D ftMt nt Of cft0 a!nctes and tound 10 be svosfxtory FOR A mAJQI44umgF 4 BEDROO!!!S. Cr ..Ig Knepp r. P C }if;c LOT 143 n U P N 69002'10” E 129.32' w LIL xb ti #5 WOODED W H y, � oy i W \ 9• DRYflELL B'DIA.z 4' DEEP%Sib x FD. o 0 REBAR/CAP 9 CLEARING �s. U.G. O.3'E PROP. ANK 21.2 � 1 EXISTING WATER SERVICE LINE ei 6.10 i---- - - --- o 0 to os 0 m OOP 0 Com 4 to � o i MANHOLE 2,9 0rn �0 � � W ,koCQ y � w v W x� 4" CAPPED �PIPE 1.0 4.0 ,O c N PVC( ) o q v LOT 144 0.7 CQ m W I 21.41 2 59 .p i o�p r4 yj W GARAGE b Z ��' GF=23.67 ly, GRAVEL DRIVEWAY eo N2=2=58 ' DRYWELL 8'DL4.a 4' DEEP,, i 31 CLEARING e �1. SCHRUB LINE WOODED `� k 4' CHAIN LINK FENCE + U.P. FD. o, FE. o.2'S FE. .2'S NYT PIPE #4o S 69"02'10" W x 127.94' LOT 145 el+ FP,' HOMESTEAD WA YI JUL 2 2022 �aF NEwY s E cc',�°� SECCAFIC0 LAND SURVEYING PC p, 500 Montauk Highway 4• i O Moriches, New York 11955 n .; .. >. Phone: (631) 878-0120 Phone (631) 728-5330 pseccaf/co@optonline.net s a�� n Pat C. Secca>rco. PLS Pat T. Seccafico. PLS A N© `; DATE: o5/z3/zozz DWY REVISION) NYS Lid. No. 051040 NYS Lic. No. 049287 . .�" DATE: 04/29/2022 FINAL) DATE. 09/09/2021 (FND. LOCATION) copyright — 2021 Seccafico Land Surveying PC PROJECT No. 62569 SCALE: 1" = 20' DATE: 05/12/2021 _ m 4n14•NO4BI PRESE]WATIVE TREATED rosy HITN 6ALV.KETAL P Tease ANGFLOR OH aBs•A.SR6ur sHlNetrs,wN.(4)fASTENERs Fm a Iro x 6.0•Hl H Pc.CCUARI FILTH(2t 4 VHiT1fJ,L REBAR ON J PDR EAVES L rHAH 20'ABOVE B 9 F Z Z4'x 24'x 12'DEEP PL.POOTINB ATH(21-.4 REBAR EACH HAY,REBAR 4•ABOVE BOTTOM 361SIFPOFLTEO WAD AT T D[516N DEP1N.IaK M FRLSUiPDVE 2E EEARINB SOIL CI ) ABPHALTLAYH25 2TO4,12SLOFIESCt LATER>4,12,u_..)P.T,1IDE82 ADNERINP0LTMBR440 FIWV2'0 K 4.6ALV.LAB SCREWS AT 16'04. E.ICE eJIB3D BARRIER 1R'109J2I587E EATEFOOR HALL LINE FCR 2r12 TO F D,12 SLOPES•SIDE EXTERIOR HALL LINE FaR>0,12STRLID11F1AL P/M83-SHEATWNB[Ram.21SW 2b' 91'0 23'fi' OLO•�tiELL SPRAY FOAM(SPF)0E45ATION4'$' 6'-6' IO'O' S'b' 4'-6' 6'd a•-6• ID HOOD ELOLKINBQ GRIP EDEE DR .2D5) C'ECICIb FLOOD FASCIAcc,HCENTRANCE ST 41>Y' DR2I __ g __ 'REIIFORLED LONCRE,E RETNN016 HALLSUMpN1LBO,ARDT VENT I _ Y F® AT 12'OIFGE1THt EACH HAYTALL I MAN.PAGTUfgR5 SPELIPIGAnp6 BJ fSTN Arm HOOK A10 LAP Iwo b'x A-PL. DOWLE 2x TG RATEINYL SIDINO.ATTACH T19+OUFM M.ID DECK o SILrATtp TOyyFDDDNB.YMIN REBAR C0JH2 M00MM 24'IAP 5('LICE IBIBTN IR6D293] UFACTLRNSTRUCTIONS FOR HIB NDABOVE REA+AIDTO RE51ST A MMMA120 PdOjCTION LOAD(E10'O'_YRE BIoR op5F4d �D6NRE W. Z I ___ --- I Q I r__-,�-e�____ __ BPIe Y 1 rC0lC PLAT L R91.l -I 1 4 I I 23 ea eE GT EYJPE.RESCUE o o�0 I^ro0 F TIO HOVSE a INSTALLJ�u>oER FGM IL I I BAS HATER 1UTHi I DRYW I (4A Lvnaa`Tua�Ts 1 i �o3SEA s PLax _� =A6p L-___ _ _ J L.__________ R-IB lNO=AGED FI-4 BATT nAT 16'7 4. Z I J B4a�a� L I v2•Br�sww BOAnv Rlsvl-n 1I�TlCtN.EINST sUrr�tms) Q ----- G.AP�EAD NAILS HIM A MMMW�• r- r----------------- I I I B I I I I FELE TIM SPACED 12•oc.PL321>EZH2 ARI Q R-L3 2'CL05EG o EW 0£ILATICII 4'PL.SLAB e 1 2xH R.ATF0RI4 16'OL.FIELD. Q I I AT RIMm IS Nor srto>op 1rz•5TRUGTNaAL PAN¢.51EATH1n6 I I o I I I I I Z I _ NOTE, LL I I I I I 3/4'S1RC.TU2AL PA18 2x SOLE PLATE O _J I 3V2'm 5TL f.OlL+a HOLD DOMS ARE 1 -- bYl2'xU2'TOP PLATE NOT REQUIRED FOR I I I I 2x Lwo JDIsr I rzndzsars eAse Pum k O I I I I I I _J CN 4'-014'-0YI4'DEEP PL.FT6. THIS PROJECT. 5 I I I I 2xb PRTESETtvnrrve TREATED sTu Nc21 I � H,aS F+EBAR Ai 0'GHGBR13t EALH FNY I I I I rrrwcAL�) Q 1 & I I I I I FLoaR.nls,5 caPPst TER,nTe sH1uB o �+Vu�- I I 6>-1:1sxnJ>,s LVL 6DR ( I I I I I - exroro smws TO F..1 TR T PnLAL Q I I ET55 HR®MN&W s u Pure TO FOuonnoN A I BRADS FOR HISTO G DIS R CTS I I I I I I I I I I AT sT�^ I I I I MNIwF ri•e a Nrar R BOLTS SPAcw 1»T OREA1 I I _ I I I I m � 7Iwo Z v 3_11 _ _ -__-__ __ __I____ UNEXCAVATEDi9l ! sTM^I+a,]'ICON RITE °RLReRan® FINISH GRADE I I I I ,� BOLrs 511NJ.Be LocATL-v M T1e Mu�DL.e TNIRo _ of THE wmH1 cv THE MATE.n F4/f A10 I I I I I I I I I I eEAM POCKET I I I HAveL sww BE n6artoEo oN EACH N GCR n m E B 1.0. L____..J e.�. L____J 0.,0. L__---I Ir-e• L----J e1. trcP-�I e I IBS-w• I B I BOLT.nags 51IA11 eE Nor H..THAN THO _ LU iR B I I I LauT®N�Dr>oTs naNrii ire aR � °� W THAN SEVEN BOLI rnAFET=(=5.)FRaM EACH R y Z Z m I I f o I I I I OTAAL LLEN&TH oR sHomEx sN 15NL 24PE� I I I I FE>8t Tww oNe AIC4gR aq.T Lour1EO IN T1e j I I n•-z• ,•-4• ^ I I I I eEe1TEa T16RD eP nE P1ATe SELTK7N A10 rc _ z j - - I sIVNJ.Be AnAu®T0 AD.ucerr w3L Dye �•n. Gj 6� I 1 I I 1 PANELS AT COWH25 A9 SHUFN M ITEM R ). 3$ ry 6 Y pO 1111 a I I I I rABLe Raoz9n). I I I194, I I I I R-u BAse-LTFr Hnu.C,A>6xr INSI.LATIOFI rcY s p g N `D Q I I I - ------- n I I I I I I cOHnHuvs HORI:LNrAl REI E CV C'P OH°Hm NOS.44 4 t1 Q 9 4 I I B•Pc.FauxoAT1OH sTEMRnLI Y BAR wTWN 12 nlcFEs or THe Tav OP wNJ.sroRr I IL 16'x B'DEEP(gNRI✓IIPX PL.F00fIN6 DROP FwannoN BaoH SLAB I I AND C>E No.4 BAR NEAR MD-IEIFAEI LF THE W.L. �' Z O'O��P�'0H�_-_J I sroRr ITABLe R+O4J3N1 99 Q Q I L_______________ _____- L ___________ J FJIPAWAONJOINT m Q I Aeo :l m r------- ----- -------------- ______________________ I �I _________-____J � 4•vc.FLLCR SLAB I I 9 PLLr2ED coNCReTe FOaTlN6 2x0 I1G3B1 P.T.LEDSH2 I 112xH P.T.BCF I UI BV Is-SDLL.Dl4 .11 Im.0 BN.V.LAS SLR%AT 16'OG - - 6 ML P YETFFriBE FILM Eg ______ COMW.rJllf NDHi 51@9V-1J. - Ti- 2.W r =' TYPICAL WALL SECTION m1o• 6b' 12'-4' l'-4' IS'-2' 50ALE,NTS e• e• 60.0• °o° Q 1i u 80 FOUNDATION PLAN SCD Qo u r Q S'ALE. 1K DELIVERED SL-1 2 8 20 l � g a- 57RUGTURAL DE516N NOTE Q E�d o�j Q Z LL WINDOW AND DOOR sctF®uLe loll m t cn a,�aFlgl 2o2o�RGtrYs;iii f l i� aL w Q A-1/k.od wmFoelte wlumn,L>Z_r heado and j' Z Na DESCRIPTION CLEAROPEMNO CLEAROPENING GLASS WMTILAnON OVERALL THERMAL LAR SO ...SIGNPRESSURE ROUGH Na AGDMONAL ylydafn that, HZ Z IL Wdi AREA AREA AREA UNITAREA PERFORMANCE PERFORMANCE E SURE BIC OPENING COMMENTS .Q S I)feBLSt aVl IOadg,and V k A SILVERUNE V-1]90110xS2• 31'12650' 6.93.1 5.d 5.T]d 15Sd U•0.]0 SHGC•029_ -n.d-2.7p.fl20all 383'x0].5' A SINGLE4 NG•NNYLFRMIE•L--E.GLASS.MGOK• .. g ty F B SILVERLINE V-1290110x10 31'11350' 2.01, SBI, ZBJd 9000 U•0.11 SHGC•028 -22.0429.7 p.f PN F7 ]8.5',130.5' B SINGLE4UNO,VINYL FRAME,LOW-E GLAGS.ARGON,NO GRILLE J _ C SLVERLME V-129021WM 3Na Y! 31•a28S9- 5.93d 24.160 11.06, "AV U•0.w SNGC•029 -20.0427.0pd[Wlq Trx62.S C SINGLENUNG.NNn FRAME,LOWS GLASS.ARGON,NO GRILLE 2)are rot contalned In the p,..-TptNe d.,19, O G SLVGR UNE V-1280]TPoPLE 1015IY 31'12650' 5.7311 WMd 17.190 06.10 U•0.W SHGC•0.7 -20.01-21.0Pd(50,1 107,5-x625' D SINGLE-HUNG,VINYL FRANS.LOW-E GLASS.ARGON,GWLLE proASIOM OP t}1O 2020 RGNYS L(�T E SILVERLIW"V 9011IB13N 15.11390' 1.02 s1 3.140 1.020 50, U•030 SHGC•029 3B a..,Pd RO.Q TOS'x36.S E SINGLE4IUNG,VINYL FRAME,LOWS GlA55,ARGON.NO GRn1c j1n n F SLYER UNE V-129021 WIN 32159' ]3.125518• 5.8]0 V.a 11.749 MAd U•030 SHGC.u7 .200427.Opd(50,1 76'1605' F SINGLE-HUNG.VINYL FRAME.LOWS GLASS.ARGOR-LLE Hare deSlynad In accordance kth O SLYER UNE V-129504.4 a4q PIC WA ad 1204d ad 18d U•030 SHGC•027 -22D147p,120d1 485•x485 G PICTURE,VINYL PRANE.LOWS GLASS.ARGON.NO GIOLLE AN51/AWG NDr 201b HItF1 2018 aUpp16n nt. H SILVERLINEV.129512 4938 NIA ad 1.80d ad 150d U•030 SHW am -ZL0428.7 Pd(20,1 48'xH 14' H EYEBROW PICTURE,VINYL FRAME•LOW{GLASS,ARGON,GRILLE StNLtUfal O0RILYIL9 BVLh Cm HOIIg-d POnegtfOtlaFl 1 SRVER LINE V-128010a1I0 1]'11]]lC 125, 2Nd 1.25d 4.8d U•039 SHGC•� -224.39.7 Pd 120 d) 365118.5 I SLIDING.VINYL FRAME.LOWE GLASS.ARGON,NO GRU.E RASENEMI tFlOt, J SLYER LWE 570W 6068-] 301R'17598' 15.82, 31.430 15.820 39.70 U•028 SHGC•0.. -20.042].0 ml(W d1 72118'1801.- J PATIO DOOR,LOW-E GLASS.ARGON.W GRR.LE DATE,SE-TEMB932O21 K 1HERMATRU iIBERQASSIC FCA.69FCN555L 36'180' 2Ud SOa 200 340 U•02] SHGC•030 -22.0428.7 W 120. CHECKUNIT K FRONT DOOR WIM S9>E{1TE3.MAHOGrTN'r.CLEAR L'-1.455 I)feSlet HVd IOadg,Ond L C ca. LGOOR2250PANELSTTE 8.195 SBtd - 502d 58.0 WA WA -2101-27b PdE.q CHECK UNIT L RAISED PANEL GARAGE DOOR.WHITE.OPTIONAL IN GLASS N THERwrTRU FTBER{HlMc FCN800 3]x80' 17.80 0, 178, 18, U•Q17 SHGL•DOI -220429.7 W r4 sq CHECK UNIT U SOLID PANEL SIDE GOOK MAHOGANY 2)arc rot wntalned In the pregcrlptNo d.,19, FOUtIDATION PLAN 6 N 1F�RNA-TRU SNOOTHSTM SSF220 32'100• Ii.B, 0, 1T.Bd 10d 0.0.10 SNGC•0.01 WA CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TOGMiGE DOOR - pfO151ow OP the 2020 RGN(S 7'(PIGAL wN..L SECTION O SLYER UNE V-1291111V 050• 35'x255F 6234 12414 633d 157d U•030 SHGC•029 -2LOwwA pd 120,1 405.1EO.S O SINGLE41UNG,VINYL FRAME,LCW{GLASS.ARGO>L NO GRLE P TNERM0.TRUSNOOTNSTAR5206 9]x80' 17.8, 5.0d 17.Bd 18, U•0.22 SHGC•p.W .26045.,w p.q CHECK UNIT P HALF .LOW{GLASSB0.5EMENTT0GL"IDEGGGR HCGO dealgf dIna ord-HNh ASCE 1-IE Hdd MINI MUM HEADER SHALL BE(2R x8(4'WALLS)OR(3}2�(S WALLS),WITH 1?N-WALLSI OR I•L6'WALLS)MOD FOAM INSULATION IN E1 MGRWALLS UNLESS OTHERWISE NOTED proYIBID7Ig and acceptble e91-rbg pr-tice. 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' I STALE AIR TO OUTSIDE AND FRE511 AIR FROM a/I51M.6-ala.D TS 2°6° 2°b° 3•b° 11µp V CaeFLTBD TO IP V.TNT CL—M YEAT ERN00a KIT MODEL 95p01 �12'x 12'Aa O O® HAIL ® lRner<rez GRILL ST/ MR DUCT FROM EAGHBA'na00M EW W15T 6WLIE O 2°b° 2°b° SMOKE G0. m -P IAL.RENRT+ IN CEILING • NVAC EGUIPMEM IN ATTL 5TAU AIR DWT FROM KITG HINGED ExR4/5T 6RILLE MOLEL 151 4 O Tm MP) m (2)-]x10 ---� (2)-3x10 CLAW IV,,, LEHJD%ELWbUIg90KE40G ALL—INSa —TO R-43 S _f31-1.7}x1197}LVL FLUMH-- (]7-LTitlID3 LVL R1F�1 Nit �y - (y-I.l5xI1BT5 LVL FLIbH NDR R GLASS IV DIRECT-VET!! n3LiINEHtED 1611) •6° _ INI—Q IL ENNNOX ELIxi6XL46GI-a4-041-DOA 5Y5TETI To BE SET AID @MIN'" i0 CONTINtlV5LT RtOVIDE M15O5,4.4]� < @IeINEERCD DE516W pQ5 9EARIN6 yyyL p05T DOYa WH2 MINIMJM 20 cim ExHAuSr FROM EACH BATMt0011 b 3 HALF Y4V1 J C BP.A.RIN6 w411 HEATIN&LAP,861000 EMI ARE•963 AND MINIM 25 c6n EpIM15T FROM McHIDL O T COOLING CAP.41' eMI` R.1600 m D _ I'-3 12' ANRI No.201069024 �J ° MASTER BEDROOM h10 5—HALL AT 24.OG N MSrALL LAW MM1FALn1RB25 SPEGIFILAnONS �T�/ (`�-; �.I.f[ p 9'M 1RAY CEILING o NVAc RAb.cko-E ❑ - I If- N i -- Of'BJ ro BFLaN N � DRl9L Ewwrr KJ P�1 Mtso2] 1WH In HALL AO—W-ATTIC SPACE 3 Z Z q z m 3 12• 3 V1' A SHALL HAVE LOIffIND115 m J P J 6'-0 12• E RIOR 51''T INB AND R-156. �P ` I ' E m ----------__� BZATT ITISLIAnON `— SFP INSa.AnOH I DakY-L'HN15 p1 a 111 W O�2 m O S eDHi TI- 4°4°RG �T fy-3}° < lLJ' �N R SIFAINN6 9 12' O O /�/ p 0Fft 11 NI I12'-5' O 12'si' 2°1° 1�.G � lL �- Q x IIDlS LVL IDR ' n x• .n L------------------ALL � F -1 ______________-_____________-_____-___- < VI 0 Q z F -------------- i 5'd Yb' 6'-6• 6W 6'-b• 6W T'-IO' 13— W-0. tj'-0' 6''I 16'4' 60'd' A A-1 SECOND FLOOR PLAN 4 SCALE,I/4'.I It Q S m 1L ri o m (, Q 49 ,,F < - - - - - - - - - - - - - - - - - - - - � DELIVERED SEP 2 0 2026 0A' =i� g ' 50LAR-READY ' �$g CERTIFICATE o u Thb home hw STRUGNRAL DESIGN NOTE U Q d Q z° Incorporated features at I K W z the kbne of InlClal In accordance with the 2020 RCNY5r structural a U < ' ^ corotrvckbn to enable the ' elemenb such as onginaorod wood,steel and L IL Unfilled..aP *Io 6teevwaad cortpmlte calumro,beorro,neadon and � j < electric. (((��� glydero that. T-s ' Thesolo•,ready roof T ' U re3bt gravity load3,and ne 2 s ZaI9 Shown Orl thl9 P�y17 Y construction plan excerpt 2)are not contained In the presariptI—design O ' obstr-tloro1. rthat would 'at proWloro at the 2070 RCNYS Ilmlt placement oP solo• were designed In accordance Hlth „ ' • ' ANSVAWC NDS-such aRh Zola supplement. pimtic conduit Por Puturo Structural elements such as walls and fenestration electric wiring hos been that: batalled though walls at ' the locatiaro storm to ' I)rosbt wird loads,and DATE.SEPTE14BER 2021 P-11 tate the Wtallatlon oP Hiring between the electric xrvlw parol and Z)are not wntalnb ed the prescriptNo design 2nd FR LOO ' rooM1mowltad xlo• `-'Opr"Wons oP the ZOZO 1011. PLAN porob. ROOF ZO were designed In accordance With ASCE 7-I6 wird provbloro and acceptable erglroerblg pr—tlee. DRAWING M1t'®M ! 0 where such elements occur In the pions,they are /� i}� - arnat.tad'EN[INELWW DESIGN.' /�3` ^✓l ji r/�IdT LTOR TO AFFIX ERTIFI A TO L-.AI 1(T TO JI E P ra [7103.10] IJ.1 TONN COMMENTS 7/ APPROVED AS NOT D ' ' THE I — II DATE: �'��'� B.P.# )� z FEE: ` '� BY: `'�- O NOTIFY BUILDING DEPARTMENT AT ar A G�UAL I TY NEV4 HOME MODEL 5Y -�� ,sot 8 AM TO 4 PM FOR THE O FGLLOWING INSPECTIONS: Q t. FOUNDATION - TWO REQUIRED W OCEAN Gtr, INC FOR POURED CONCRETE 0 N 2. ROUGH - FRAMING & PLUMBING Z N 3. INSULATION z 4. FINAL CONSTRUCTION MUST O O BE COMPLETE FOR C.O. cv ALL CONSTRUCTION SHALL MEET THE < cQ �— REQUIREMENTS OF THE CODES OF NEW � YORK STATE. NOT RESPONSIBLE FOR \- DESIGN OR CONSTRUCTION ERRORS. # l "siiiJi i -U L nnom,, 1 ,ted^ Tr 11� v lu I lO1 - V JDES �,c t _ 1U1'JS OF lI 11 11 1 j Jill Jill Jill 1111 111 Ill Ill III ill 1 11 r . r a,IvING BOARD I I -jHl 11 1111 11 1111 11 Ill " z DON^ °D^TEED WITH o FR".' ,•`_OCATION N OFF'-" . H r, r,.F ROVED. RETAIN STOR"A WATER RU 'OFF H1111 H Eire rep ration PURSUAIJ TO CHAPTER 2')6 - - - _ FIN15HED 5EGOND FLOOR er OF THE TOWN CODE. 12 - - - - - - - - - - required CIS p . 8 r— NYS Code Z TRUSS PLACARDING REQUIRED U--� Iv to lu z m w z LU Z Q dJ z pi m t—� Q-Zw V w q Q r- pz El ED EI F FLOOR AREA TAE3LE z tu > °Z � o W o LU FIRST FLOOR 1=7 sf / < ILN -1 mCj SECOND FLOOR 1,405 sf a Q :50 -'s< � _GARAGE SCIS sf �/ N o X Q_ BASEMENT 1,2501 sf FIN15HED FIR5T FLOOR PORCH 45 sf • Y El El 1171 7 o TOTAL LIVING SPACE 2,632 sf z • FINISHED GRADE CONDITIONED FLOOR AREA 5,8CI1 sf (INCLUDES BASEMENT) INFILTRATION VOLUME 42,502 cf I I I I I I I I (INCLUDES ATTI G # BA5EMENT) I I I I I I I i I I I II II I I I � • i I I INDEX TO Dfi ANI N6S I DRAWING No. f,. ' - - - - - - - - - - - - - - - - - - - - - - ] — - - - - - - � L-IZ - - - - - - - - - - - - - - - -I- - - - - - - - ] - - - - - - - - - - - - - - - - - - - - � COVER 4 ELEVATIONS A-i ':, •`''��� ..'` ���` tin .•o•• t,' O; ELEVATIONS A-2 , ., Er^—"- q�;•s.. FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 QED I�tER'I-:D u'-{' 2 8 2021 2nd FLOOR PLAN A-5 WALL BRACING 4 ROOF PLAN A-6 5ECTION5 4 DETAILS A-7 NOTES A-8 TJI-DETAILS A-01 131) m pp � ILI 62 m PLUMBER CERTIFICATION t.11 exterior fighting ON LEAD CONTENT BEFORE U' p Z installed,replaced o� CERTIFICATE OF OCCUPANCY o o repaired shall confoma SOLDER USED 1N WATER Q m Z f to Chapter 172SUPPLY SYSTEM FRONT ELEVATION rsfthe Town Code EXCEED 2/10 OF 1%LEAD. � p 0- � SCALE: 1/4" = 1 ft �-- z u� v w J o a p `� ,G Ido ALL PLU"L o'.*1G' !r -74 a � Z ?.'ATC"I TESTI":G EErO,;E SCO'. (Aust prc-Ade M2nuats ,JrndSnsper �W o NYS Energy Code = Blo-acr door �— -10 end ductwork LL o testing required. �' r DATE: SEPTEMBER 2021 COVER 8 ELEVATIONS DRAWING NUMBER O t= z O O IL 12 fu , Lu UJ �10 0 z Q O N Lu n� i� V _Z 6 REAR ELEVATION iv ( - . �- o lu 50ALE: 1/4" = 1 ft0 w m z �- 7– Z dV ) z1Y m — — -i�' 43 -j W� rI� d- F0z_ z uU4 > OCW 2 ® O p� Q } �QQ � z dQ � z a '•'�$;e fir. „ter 12 12 12 12 Ia 8 12 12 b H, 12 DELIVERED SEP 2 0 2021 m Op m Op � 0 � r 12 0 � �b12 Lu 62 m 8� LLoo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — o 12 O < W .� S z L z Q - - - - - - - - - - - k)W LL u� S 117E ELEVATION SIDE ELEVATION DATE: SEPTEMBER 2021 SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR $ SIDE ELEVATIONS DRAWING NUMBER A - 2 m 4"x4" [UC4B] PRESERVATIVE TREATED P05T WITH 6ALV. METAL P05T BASE ANCHOR ON A 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER O 12"0 x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM A-7 [R905.2.6] 11- V 7 O MAXIMUM SUPPORTED LOAD AT ' DESIGN DEPTH = ISk IN PRE5UMPTIVE 2k BEARING 501L (TYP-5) No. 15 ASPHALT FELT UNDERLAYMENT [Ra05.1.1) (ENGINEERED DE516W TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 Z SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [R905.1,2] 2x8 [UG36] P.T. LEDGER I/24> x 4 GALV. LAG SCREWS AT 16.1 O.G. 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES OU [R507.9] 60'-0" 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES VI 1/2" STRUCTURAL PANEL SHEATHING [R&03.2] O t " 31 -O" 236:: R-39 GL05ED-GELL SPRAY FOAM (SPF) INSULATION - 4'-6 " 51-61." 6'-6" 10'-O 4'-6" 15'-0" > Q lin SOLID WOOD BLOCKING z (V N r P.G. FTG GEILIN6 JOIST d � - - - - - - N DRIP EDGE [R905.2.8.5] i DECK HOLDDOWN I -- -O--I--- BASEMENT ENTRANCE STAIRS 1x8 WOOD FASCIA 8" /2" GYPSUM WALLBOARD REINFORCED CONCRETE RETAINING WALL II SOFFIT VENT } , SIMPS (2)- x& PD - #4 REBAR AT 12" ON-CENTER EACH WAY 1 I STALL I MANUFACTURER'S SPECIFICATIONS ONS Ste' .T�P.1-. 150P, I- STANDARD HOOK AND LAP INTO 16" x 8" P.G. DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID (TYPICAL-2) DECK 2 O FOOTING. 2" MIN REBAR COVER MINIMUM 24" LAP 5PLIGE LENGTH [Rb02.3.21 I INSULATION TO WOOD FRAMING PER UN ABOVE -1I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RE515T A II" i SUCTION LOAD (EXPOSURE B1 ) OR 40 pNIMUM 2b sf f } - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (EXPOSURE G). r VIL 3°Ie 5L - 3°Ig 5L rGONG PLAT 36" HAD IL R31 .7. ] O I EMERGENCY ESCAPE d RESCUE OPENING- O I ANDD PS <- DN 12 RISERSI PLASTIC HOU5EHRAIO' INSTALLED UNDER FOAM GAS WATER HEATER (R310) \ I DRYWELL I I INSULATION. NSTALLPAND TAPE ALL SEAMS PER D_ A.O. SMITH L - - - - - - - - J L - - - - - - - - - - 2x4 WALL STUDS AT 16" O.C. MANUFACTURER'S INSTRUCTIONS [R703.2] J I HW CAPACITY gal 2868 I R-15 UNPAGED FIBERGLASS BATT INSULATION I J AHRI 549'11'15 I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) r- - L - - - - - - - - - '� r- - -- - - - - - - - - - - - - - -- I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO O BASEMENT I I I I GAP-HEAD NAILS WITH A MINIMUM 5/4" i 4" P.G. SLAB u 2x8 PLATFORM R-13 2" CLOSED-GELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND I I ib O.G. FIELD. (ALSO AT RIM JO15T IN SECOND N I O FLOOR PLATFORM - NOT SHOWW I/2" STRUCTURAL PANEL SHEATHING _ < ( I :o NOTE: 2 1 I I I I I 3/4" STRUCTURAL PANEL SUBFLOOR - _ 3-1/2"0 5TL COLUMN HOLDDOWNS ARE N I I I I I I 2x SOLE PLATE O 12x 12'x1/2'2 BASE PLATE NOT REGU I RED FOR N" TOP PLATE 2x BAND JOIST - - - -I IL ON 4'-O"x4'-O"x14" DEEP P.G. FT6. THIS PROJEGT. S I I I I I I 2x6 PRESERVATIVE TREATED SILL [UG2) I F w/#5 REBAR AT 8" ON-CENTER EACH WAY ® 1 (TYPICAL-4) �� I I I I I I FLOOR JOISTS COPPER TERMITE SHIELD _ _ I I I I OVER SILL SEAL EXTEND SIDING TO WITHIN 12" OF FINAL (3)-1.75x11.875 LVL GDR I I I I I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS _ _ _ _ _ _ _ _ _ _ _ _ (ENGINEERED DE516N) - -I- - [R403.1.6] ! F- -1 i- -I F_ -1 F_ -1 DOUBLE FRAME I AT STAIRS N MINIMUM Y2" dio. ANCHOR BOLTS 5PAGED NOT _ __ - __ _- __ I I I I GREATER THAN 6 FEET ON-CENTER E TE EMBEDDED r[� I r-------, I I r------; r--• - NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE I UNEXGAVATED I I �' CELLS OF CONCRETE MA50NRY UNITS. THE-�l I I I `l I I N BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _� OF THE WIDTH OF THE PLATE. A NUT AND BEAM POCKET I I I WA5HER SHALL BE TIGHTENED ON EACH ANCHOR I- 8-4 8 O I I-8 8-6' I 8 I 13-10 I 8" ( BOLT. THERE SHALL BE NOT FEWER THAN TWO ��uu U) 1�11-1,11 v BOLTS PER PLATE SECTION WITH ONE BOLT LU Bw � V m Z LOCATED NOT MORE THAN 12 INCHES OR LESS z H u v W i THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u V z w W z END OF THE PLATE SECTION. WALLS 24 INCHESw V) } Z J't Z W �- TOTAL LENGTH OR SHORTER SHALL HAVE NOT p $ N Q z _ W O I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE CL U) I-- O z 17:_2 J_q �0 I I I I CENTER THIRD OF THE PLATE SECTION AND iL^ J w z � O Z - SHALL BE ATTACHED TO ADJACENT WALL Q w V m c� [L� z PANELS AT CORNERS AS SHOWN IN ITEM 9 OF C)QQ U j ks �"v z W !l1 TABLE R602.3(I)• tp O=a ?t a Q m Q I I I I v �pp_ -< Ll_I to X I I I I R-11 BASEMENT WALL BLANKET INSULATION U p[ OI u- O O> Q I I N I I I I � NILW °�, �Qj E < 4 P.G. FOUNDATION WALL J O 0-O ry Q O I I 8" P.G. FOUNDATION STEMWALL UPON I - - - - - I I I I ( CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 ix � (� - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY O O 1-1 16" x 8" DEEP CONTINUOUS P.G. FOOTING I I- -I I Q - - - - - - - - - - I DROP FOUNDATION BELOW SLAB I I AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q i AT DOOR OPENINGS STORY [TABLE R4041:20)] Q - - - - - - - - - - - - - - - - - - - --' I DECK oI - - - - - - - - - - - _ I I EXPANSION JOINT rdJ ABOVE � I [- - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - -- - - - - ---- - - - - - I dI - - - - - -- - - - - - - - J 4" P.G. FLOOR 5LAB POURED CONCRETE FOOTING a.•;• ,. f✓� } 2x8 [UG3B] P.T. LEDGER I I _(2)-2x8 P.T. GDR_ I ON UNDI5TURBED SOIL [R403.1] 1/2114P 6ALV. LAG 5GREWS AT 16" O.G. -' - �;4�. �+• '; '� ` - [R507.2] 6 MIL POLYETHYLENE FILM - - - - - - - - CONTINUOUS UNDER 5TEMWALL P.G. FTG - - - - - - - - _ -- -7'-4" 4'-4" 2'-4" �� .� "� y raF�'• �'�. 2' s�F INGAL NALL SECTION 5:"��•, ,�4�b��4. 2 17'-10" 6'-O" 12'-4" +'aft•...,�.;:>i'"..F DEL`VERED STP 2 2 2021 60'-O" m A pp i � mo FOUNDATION FLAN � °oo v ' < � � SCALE: 1/4" = 1 ft m p� Z I z O OL o 3: Ow w ip 4 Zo O STRUCTURAL DESIGN NOTE W O < Z IYju1U In accordance with the 2020 ROWS; structural Q a' V WR WINDOW AND POOP, SCHEDULE elements such as engineered wood„ steel and -I 0 No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and �_ --1 4CIL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: 1-= z JU oz A SILVER LINE V-1 29013/0 x 5/2^ 31"x 26 5/8" 5.73 sf 11.38 sf 5.73 sf 15.5 sf U=0.30 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36.5"x 62.5" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and 0 W B SILVER LINE V-1 29013/0 x 3/0 31"x 13 5/8" 2.93 sf 5.94 sf 2.93 sf 9.0 sf U=0.30 SHGC=0.29 -22.0/-29.7 psf[20 st] 36.5"x 36.5" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE u U C SILVER LINE V-1 2902 TWIN 3/0 x 5/2 31"x 26 5/8" 5.73 sf 24.16 sf 11.46 sf 30.8 sf U=0.30 SHGC=0.29 -20.0/-27.0 psf[50 sf] 72"x 62.5" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE -1 IV 2) are not contained in the prescriptive design O D SILVER LINE V-1 2903 TRIPLE 3/0 x 5/21 31"x 26 5/8" 5.73 sf 36.25 sf 17,19 sf 46.1 sf U=0.30 SHGC=0.27 -20.0/-27.0 psf[50 sf] 107.5"x 62.5" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,GRILLE provisions of the 2020 RGNYS LL N E SILVER LINE V-1 29011/8 x 3/0 15"x 13 5/8" 1.42 sf 3.14 sf 1.42 sf 5.0 sf U=0.30 SHGC=0.29 -26.0/-35.1 psf[20 sf] 20.5"x 36.5" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE F SILVER LINE V-1 2902 TWIN 3/2 x 5/0^ 33"x 25 5/8" 5.87 sf 24.81 sf 11.74 sf 31.5 sf U=0.30 SHGC=0.27 -20.0/-27.0 psf[50 sfJ 76"x 60.5" F SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,GRILLE were designed in accordance with G SILVER LINE V-1 2950 4!0 x 4/0 PIC N/A 0 sf 12.84 sf 0 Sf 16 sf U=0.30 SHGC=0.27 -22.0/-29.7 psf[20 sf] 48.5"x 48.5" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON, NO GRILLE AN51/AW0 NDS-2018 with 2018 supplement. H SILVER LINE V-1 2963 29E4736 N/A 0 Sf 10.80 sf 0 Sf 15.0 sf U=0.30 SHGC=0.27 -22.0/-29.7 psf[20 sf] 48"x 44 3/4" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,GRILLE I SILVER LINE V-1 2802 3/0 x 1/8 13"x 13 7/8" 1.25 sf 2.94 sf 1.25 sf 4.8 sf U=0.29 SHGC=0.29 -22.0/•29.7 psf[20 sfj 36.5"x 19.5" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as walls and fenestration that: J SILVER LINE 57000 6068-2 30 1/8"x 75 5/8" 15.82 sf 31.43 sf 15.82 sf 39.7 sf U=0.29 SHGC=0.30 -20.0/-27.0 psf[50 sf) 72 1/8"x 80 1/4" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE'. K THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: SEPTEMBER 2021 L C,H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf[ CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TCD-GARAGE DOOR provisions of the 2020 RCNYS TYPICAL WALL SECTION 0 SILVER LINE V-1 29013/4 x 5/0^ 35"x 25 518" 6.23 sf 12.41 sf 6.23 sf 16.7 sf U=0.30 SHGC=0.29 -22.0/-26.6 psf[20 sf] 40.5"x 60.5" 0 SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE P THERMA-TRU SMOOTH-STAR S206 32"x 80" 17.8 sf 5.0 sf 17.8 sf 18 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf[ CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR Were designed In accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the plans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 y annotated "ENGINEERED D�51GN." A - 5 m NOTES INDEXED TO THE A z 2020 ENERGY GONSERVATION GONSTRUGTION GODE OF NEW YORK STATE RI015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNYS. Both REScheck N.S. O-O z Department of Energy) and REM/Rote oresco) computer M i' software was utllitzed to demonstrate compliance. Ail 2'-O" 31'-O" mandatory provisions of the 2020 EGGGNY5 - Residential j Provisions are in force. RI05.2.2 WRITTEN 5TATEMENT= To the best of my knowledge, MAJESTIC QUARTZ 32 DIRECT 8'-8 6-4 1L CLOSED-CELL SPF14 belief and professional judgement,these plans comply with the VENT GAS FIREPLACE. W Ener Code. Furthermore,as a RE5NET certified rater (ID. INSULATE s AIR-SEAL ALL rs Y No. 26143cM), I certify that these plans comply with the Home WALLS, CEILING, AND FLOOR OF '7 Energy Rating System (HERS) program. A signed certification THE CHASE. INSIDE WALL ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] N of compliance with the HERS program (HERD) will be submitted 5URFAGE5 SHALL BE ) INSTALL 2"L VERTICAL SCHEDULE TH PEG CONDUIT Z - i p g p g p WDOD STEPS SQA` 'j THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS Z of the constructed building to demonstrate com Ilane. SHEETROGKED AND TAPED. WALL SHIELD AND GEILIN6 OR GAPS AT EACH TERMINUS [E3802.3.2]. O X GYPSUM BOARD i "yam R301.1 CLIMATE ZONE: 4A Suffolk,NY FIRESTOPS SHALL BE CAULKED � WITH CAULK HAVING A 300° F 10-O" `„, CONTINUOUS BEAD OF project p MINIMUM CONTINUOUS EXPOSURE PROVIDE RESERVED SPACE IN 5ERVI6E PANEL FOR Q N I�I, SEALANT R401.2 COMPLIANCE: This ro ect complies with 2) Section R405 Simulated Performance Alternative,and the provisions of RATING. COAXIAL VENT HAS _ FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] � l� 5YP5UM BOARD Sections R401 through R404 labeled "Mandatory.” OUTSIDE COMBUSTION AIR , 5/4x6 DEGKIN6 s INTAKE. - Mandatory requirements= # - i R40[3 CERTIFICATE= Builder to post per Code. CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE= To be tested 3 verified to 3 O O 303 O IX O SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. 36" GUARD [R312.1] O R402.4.2 FIREPLACES: Factory built with UL 121 doors. ------ -_-_-_-_-------------- CONTINUOUS MINIMAL R402.4.3 FENESTRATION= See window/door schedule (2)-3052 6°68 SLDR I it I I -----------] EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and -� L-- I L_-- I___ 1 I I hot water heating appliances to be direct vent with both O I I II ® I IJ- �) UNIT PERIMETER g PP _i r------------------- II� I 111 I DW I Intake and exhaust pipes installed continuous to the 1 II u _ _----__�_____�m BASEMENT ENTRANCE O ' outside. WINDOW UNIT R402.45 REGE55ED Li6HTIN6: IG-rated and labeled as i d Q having an air leakage rate of not greater than 2.0 cfm ' IJI AI I-------------- I--4-- p{ W ' - R4o Sr MAX U-FACTOR 5H6G: See window schedule. I I y m 1 KITCHEN R403.1 CONTROLS: See plans for thermostat Information. I O o O ® 1'-O I/2" R403.3.2 DUCT SEALING: All duct joints shall be I I- - 1 mechanically fastened and sealed with duct mastic 01 FA\11 LY ROOM N N o Q z CONTINUOUS MINIMAL 11/ sealant. Apply mastic to duct seams. N I zq � R I 2-N � _ m 3 I/2 EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not 1 4 11001 ir--,- UNIT -UNIT PERIMETER required under exceptions I and 2. N I N I I z O i U R4033.5 BUILDING CAVITIES: Framing cavities shall not be I FIRST STORY I iN) I I 01 - GARAGE used as ducts or plenums. iv 1 m NOTES: V 1 - V 1 4'_3" 1 � ° 5" P.G. SLAB p R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 1) q'-O" GEILIN6 HEIGHT I a PITCHED TO DOOR - mechanical system piping carrying hot water to an m I =� THROUGHOUT FIRST R-value of not less than R-3. STORY. '7 R4035.1 HEATED SERVICE HOT WATER(51-14 CIRCULATION 20 cfm TO HRV u li I I'-3 12" SYSTEM: Not in project. ° CONT. VENT 2J SEE BRACED WALL IJ 1 RE CONTINUOUS BEAD OF p PLANS ON SHEET 6 } -_ D I 1 SEALANT R403b MECHANICAL NTILATION= ERV continuous (MI501.4) FOR LOCATIONS OF 1 u I ? Q O ventilation system specified In the plans exceeds the - INTERIOR PLYWOOD Ir �I___� p - minimum efficacy of 1.2 cfm/watt. - „ - "z R403.1 HVAC EQUIPMENT= Sized In accordance with AGGA F SHEATHING. �? 1 x 1 PSL COLUMN 7 25 cfm To HRV ~ Manual J and Manual 5. i x Prol TEGHNOLOG,IE5 x - GYPSUM BOARD Not in project. Q _ L 1 r- �1 CONT. VENT 2 6 R403.5 MULTIPLE DWELLING SYSTEMS. Not applicable 1z V '� MODEL T105 iv a e r- R405A SNOW MELT: p (� I R403.10 POOLS AN SPAS. Not in project. I^ PROGRAMMABLE -;1 _ p j O PDR `fl N THERMOSTAT N (2)-1.15 x 11.815 LVL li CONTINUOUS BEAD OF R403.11 PORTABLE SPAS= Not In project. m m N CE m FLUSH HDR N ADHESIVE R404 LIGHTING: Builder to Install high-efficlency lamps in at - BEARING, WALL t 2_i.15 x IIblS LVL FLl15H HDR _ (4)-L 1 x 11.815 LVL FLUSH _ - -i- least g05K of permanently Installed fixtures. __ - _ _ _ _ d? CONTINUOUS BEAD OF 1 ENGINEERED DE51G,N) (ENGINEERED DESIGN) (3)-1.15 x 16 LVL DROP HDR SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was IV �0 BATH (L ® 2'-5 /4" (ENGINEERED DESIGN) I' used to show compliance with the Energy Code. REM/Rote FOYER X �l� - software was used to model the build) erformace - see I "' ((1 -_- -------------.--_--------- " ng P � OPEN TO ABOVE I INTERIOR 6ARAG,E WALLS: v 2020 IEGG Ener Cost Compliance report provided with 1 11 L I ' �] Energy ck p p _ _ N _ i R-15 BATT INSULATION ` 2 CLOSED-CELL SPF Permit Application. REScheck was used to model the building I v �P 9 Y2 GYPSUM BOARD performance based on national standards - see RECcheck , - v,10 ' N — Compliance Certificate and Inspection Checklist provided with g o o I } 6 2x10 STUD WALL AT 24" O.G. �I N = 6ARA6E CEILING: Permit Application. F 20 cfm TO HRV I -� HVAG R.A.G. GHASE _ ! o -------�___ ---�____-- �P _ (2)-2161' - l� R-30 BATT INSULATION - - -_-_ - --- - .-- O I CONT. VENT �_ 1:n � 0 2 3 N I .0 Q 1(1 F- (Mi505.4) Q I 5/H TYPE-X GYPSUM BOARD "" I; E BEDROOM 4 Q it Q m i m [TABLE R3o2.6] Q LU wmz ? t CONTINUOUS BEAD OF O x -7 Z WW SEALANT N LL IL PININOROOM m DOUBLE FLOOR J015T UNDER �' GYPSUM BOARD - -- ----- N r O - .24(06 PKT 1 _ SECOND STORY WALL I \z t(� ` <IT Q z W �� SHOWER �_ 6'-3 1/2" II uIn 12'-5„ R71 u� (� v r 1" Z _ 11) m T 3 1/2" 31/2 I- 3 1/2" _ MUD 8 8 I j � t� � � 0-Z t- Z CDSEL5'-2I/2" 12'-5" O i O i = < Q 1" W F-CLOSING 20-min UA lU d� r I F.R. DOOR(R302.5.1) I -t -�9 SX CONTINUOUS BEAD OF _ ------ - -____-- _ _ __-- I ___-- I _ -- <=1 in 0 1---------------- T - SEALANT I 3068/(2)-1068 SL _ I 14'-1" I O ly j CONTINUOUS MINIMAL 1246" O' m I I V 1 d Q EXPANDING FOAM AT WINDOW ---------------------------- --- PORGH rn LI (2) - 1.15 x 11.815 LVL HDR I X UNIT PERIMETER (2) - 135 x 11.515 LVL HDR (2) - 1.15 x 11.515 LVL HDR y� 5/4x6 DECKING ( (3)-3°52 O4x4 P D .T, P05T D d) 1 WINDOW UNIT(OR (TYP-2) WEATHER-PROOF DOOR) -- --� +-� I WOOD 5TEP5 CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW CC II �I/� NOTES I G �•';. � ,f'R��, a��, UNIT PERIMETER AIR DEAL I I `O I `COTE J >� IR RI NM......Y` l��r (2)-2x12 HEADER -" [�, 9.''• () II'-q" 6'-q" 6'-q" 6'-3" 4'-4" :~`�v�`•F' `s" '•. TABLE R402.4.1.1 -2020 I AiR BARRIER AND INSULATION ,1 � f�.�r 4• � is GONTINUOUS BEAD OF INSTALLATION tY� a+.�s"►>-�h •�', s I I� SEALANT COMPONENT AIR BARRIER CRITERIA INSULATIONINSTALLATION b i e ti,,,r E�ttxf�'`t*i1�` A continuous air barrier shall be installed in the }f: ;rimer. ;g+�ti° r� tt building envelope. OTE: WINDOW 15 NOT CENTERED IN THE ROOM. ��� ,f t`�KL1J `�`� 2 2U21 6YP5UM BOARD Air-permeable insulation shall not be used as MAINTAIN A ROUGH FRAMING DIMENSION OF EXACTLY f General requirements The exterior thermal envelope contains a a sealing material. 21 INCHES FOR THESE TWO WALL 5E&MENT5 CONTINUOUS BEAD OF continuous air barrier. 1 ADHESIVE Breaks or'oints in the air barrier shall be sealed. A CONTINUOUS BEAD OF The air barrier in any dropped ceiling/soffit shall be SEALANT aligned with the insulation and any gaps in the air A-1 Ceilinglattic barrier shall be sealed. The insulation in any dropped ceiling/soffit Q m shall be aligned with the air barrier. Access openings,drop down stairs orknee wall -1 --� -"- --- - -"---- i-� docrsto unconditioned attics aces shall be sealed. � �,1 • " EELL 51PF � �i �• Cavities within corners and headers of frame (� O H r 2GL05D-G i I walls shall be insulated b completely filling 11-1 0 The junction of the foundation and sill plate shall be y p y g ' sealed. the cavity with a material having a thermal FIRST FLOOR PLAN`f LU resistance of R-3 per inch minimum. qLL Walls The junction of the top plate and the top of exterior SCALE: I/4" = ( ft O O walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial Q I Knee walls shall be sealed. contact and continuous alignment with the air barrier. j CONTINUOUS SILL SEALER - O F- �- FULL WIDTH OF SILL Windows,skylights and doors The space between viand framing and framin ,and skylights and framin shall be sealed. m t- z Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. 0 \ FOUNDATION WALL Floor framing cavity insulation shall be the imaintain t undersideofsubfloorrcontact decking.. with O W lu O /\ CONCRETE SLAB Alternatively,floor framing cavity insulation Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the to side of I j IV 0- X Z and floors above garages. edge of insulation. p STRUCTURAL DESIGN NOTE < \��.�\,\�.,•.� a f___ _ sheathing or continuous insulation installed V \% ?—� on the underside of floorframing;and In accordance with the 2020 RGNYS structural < Z Z Z extending from the bottom to the top of all 7ti!% perimeter floor framin members, elements such as engineered Wood, steel and a-�1 � . Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided steel/wood composite columns, beams, headers and �--- J Q � OL X\\\' Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be girders that: I- _ overlapping joints taped. permanently attached to the walls. .r- Duct shafts,utility penetrations, and flue shafts LU O z 7 \ � `' 'Tr\ \/�\�/ \�/\ Shafts,penetrations opening to exterior or unconditioned space shall be 1) resist gravity loads, and sealed. Y Batts to be installed in narrow cavities shall 2) are not contained in the prescriptive design be cut to fit or narrow cavities shall be filled Narrow cavities wth insulation that on installation readily provisions of the 2020 RGNYS tL N NOTE: IT I5 THE INTENT TO PROVIDE FORA conforms to the available cavity space. CONTINUOUS AIR BARRIER ALIGNED WITH THE Airsealing shall be provided between the garage Were designed In accordance With THERMAL ENVELOPE. THIS DETAIL 5HOW5 Garage separation and conditioned spaces. TYPICAL METHODS OF AIR-5EALIN6 U51N6 Recessed light fixtures installed in the building Recessed light fixtures installed in the ANSI/AWG NDS-2018 with 2018 supplement. VARIOUS BUILDING ELEMENTS, APPROVED Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight Structural elements such as wails and fenestration ADHESIVES AtdD SEALANTS. FRAMING GONFIOURATION5 NOT SHOWN, SUCH AS surface. and to rated. CANTILEVERS AND STAIRWELLS,SHALL BE In exteriorwalls,batt insulation shall be cut that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR neatly to fit around wiring and plumbing or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Plumbing and wiring insulation that on installation,readily I) resist wind loads, and DATE: SEPTEMBER 2021 THERMAL ENVELOPE IN ALL LOGATION5. conforms to available space,shall extend behind i in and wiring. The air barrier installed at extenor walls adjacentto Exterior walls adjacent to showers and tubs 2) are not contained in the prescriptive design FIRST FLOOR Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. provisions of the 2020 RGNYS PLAN I f Electricaltphonebox on exterior walls shower or tub. 7-71 Lj ry AIR C�EAL I I `�I/�O ETA I L� The air barrier shall be installed behind electrical were designed In accordance with ASCE -1-16 wind and communication boxes. Alternatively,air-sealed boxes shall be installed. provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = 1 ft HVAC supply and return register boots that HVAC register boots penetrate building thermal envelope shall be sealed where such elements occur In the plans, they are g to the subfloor,wall covering or ceiling penetrated annotated "ENGINEERED DESIGN." _ by the boot. A4 Concealed sprinklers Where required to be sealed concealed fire m A A-'7 Z O F- v 1'-10 I/2" Z 2'-51/2" 7'-4" F V 5'-8 1/2" 5'-8 1/2" II'-5 1/4" 3'-g 3/4" O IL WW.. W r----------- ---1 F- e) I I ---------- -- O In z — I I r --------------- --L------- N Z I 0 N I I I I 0 N 1 I I l�- 6" CLOS SPF INSUULATIONLATION HAZARD GL INC [R305.41 UNDER ROOF I OO SHEATHINGI E5450 ------- WALL INE BELOW WALL LINE BELOW O 10' I Q 4040 PIG O Q 611 CLOSED-CELL 5PF INSULATION UNDER ROOF SHEATHING O 0 4040 PIG (2)-3250 v -- - - - ---- I m (2)-1.75 x 11.875 LVL HDR 7'-0 I/2" 0 2�r2" - DOUBLE WALL STUDS 15'-10 I/2" I w 2'-2" - BEDROOM 3 Q 1 1/2" Gp 20 cfm TO HRV � o I 3'-3" DONT.VENT N 8'-0" G Ht N N 2x8 PLATFORM [MI505.41 F § I � i BATH I � x 1 N 7 I _ I 1!1 I J V WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I iv u1 0 LENNOX HEALTHY CLIMATE ERV5-1'75-TPD ENERGY RECOVERY VENTILATOR i i� I Prol TECHNOLOGIES F - Q INSTALL ERV UNIT IN CONDITIONED ATTIC. M BATH I MODEL T705 - 20 cfm TO HRV VAULTED CEILING I iv GOVT. VENT ---- u PLAYROOM a DUGT5 SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. I PROGRAMMABLE Q - I z „ G Ht 5'-21/2" I THERMOSTAT m cV [MI505.4] 1 Q n Q Q 8-O -� _________ I m I Z V HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL i 5HOWER i O j Q x INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. e a e a 4 e N STALE AIR TO OUT5IDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS j 2 6 - 2 6 2 6 HALF WALL 12" x 12" AIR CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P01 I O �� I \— — HALL ® TRANSFER GRILL 2aba m A.G. RirTURN� IN CEILING _ FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: b" dia. DUCT ' I a a SMOKE Q G.O. cn - HVAC EQUIPMENT IN ATTIC STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. I o 2 b DETECTOR(TYP) L _ _ _� N m GAS FURNACE, LENNOX ELIg6UHOgOXE48G STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 cv i - -- (2)-1.15x11875 LVL FLUSH HDR (2)-2x10 (2)-2x10 -- -- -- -- - N N GLASS IV DIRECT-VENT ALL DUCTS INSULATED TO R-4,2 �_ _ (3)-1.15A1.8-75 LV_L_FLUSH __ __ 7)p HDR H_DR (2)-1.75x11.8 5 LVL FLUSH HDR (ENGINEERED DESIGN) (ENGINEERED D SIGN) 6ba BEARING WALL INDOOR COIL: LENNOX 6X35-48C+TDR i P05T DOWN OVER SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: •� - OUTDOOR UNIT: LENNOX ELI6XGI-042-230A MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM m v _ BEARING WALL I HALF WALL z HEATING GAP: 86,000 Btuh;AFUE = g6.3 1�7 AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. I !v m cJ" m 0 I'-3 I/2" COOLING GAP: 41,500 Btuh;SEER = 16.00 AUNE) - AHRI REFERENCE No. 2018bg024 cv _jN o INSTALL IAN MANUFACTURER'S SPECIFICATIONS Z V V MASTER BEDROOM 2x10 STUD WALL AT 24" O.G. n j r HVAC R.A.G. CHASE g' Ht TRAY CEILING o DRYER EXHAUST F- OPEN TO BELOW ? DRYER Q Ln l� Q m [M1502] m z iuJ' U Q WALL ADJOINING ATTIC SPACE Z W z 183° LU 3 I/2" 6-O 3 I/2" N U BEDROOM 2 SHALL HAVE CONTINUOUS cv J q- O_j W &'-0" G Ht b'-O I/2" EXTERIOR SHEATHING AND R-I5 (� - Z W E N cp ______----_- BATT INSULATION Q V ,- N 7 O Z 6" GLO5ED-CELL O x 5PF INSULATION Ir LL STUDS N UNDER ROOF I o Q ` OL z O W l <J OO N SHEATHING � 3 I/2" PIG � (2)-325 � � � �� m � IX rn i N 12'-5" 12'-5" 266a YJ.1.G. > '4(2)-325° cv -- (2)-1.75 x 11.675 LVL HDR -- N O N Z Q m - -- I m (2)-325° LWALL LINE BELONL---------------------------------------� +--+ ------- ---------- - F Z I I - I I I I I I �r------------------ J I I --------------- L------------------ 40.1 ------------------6" 6'-6" 7'-10" 8'-4" 13'-0" 601-01. ,,,4't�tlitia+^ DE NEREB SEP 2 8 t02t A A-7 m p0 � SECOND FLOOR PLAN Q o � SCALE: 1/4" = I ft IL m o � "". """" L "9 I= FnNO m O Z r SOLAR-READYP O z La CERTIFICATE Z O utu L O This home has 0STRUCTURAL DESIGN NOTE w o 0W- 2 Z incorporated features at pC < w the time of initial In accordance with the 2020 RGNYS; structural - <Q �z Z construction to enable the elements such as engineered wood, steel and - Q- -A Installation of solar steel/wood composite columns, beams, headers and J d electric. �( girders that: t- OL_ The solar-read roof I� '� v w O y I) resist gravity loads, and � � I-- zone is shown on this Y O UIT construction plan excerpt O UIT 2) are not contained in the prescriptive design ~ Q O and is free of provisions of the 2020 RGNYS IL O obstructions that would tn limit placement of solarI V; `1_ were designed in accordance with panels. ANSI/AWG NDS-2018 with 2018 supplement. Plastic condult for future Structural elements such as walls and fenestration electric wiring has been that: installed through walls at � DATE: SEPTEMBER 2021 the locations shown to 1) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 ROWS 2nd roof mounted solar ROOF ZONES panels. were designed in accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." A - 5 BWL E BWL D BWL G BWL B BWL A I6-2" Z I O 4'-2" 41 211 i N i---------------------------- I I ------------------i O ---- r':=°-=---.-- . ------- ---a,_�„ --------- ' - -6" ----------5-2 I --- BWL 1 i ROOF BELOW .-..g WALL LINE BELOW tY o �+ ----- 2'-5., N ►- -_� ,.,,..� xl0 RR AT I6" o.c. 2x10 RR AT I6" o...s� .G.- 1 ' .. , - ROOF BELOW x - - - - .. - N t- - ROOF LINE w cv __.-_ --,.-..i.- _�,.- ,. � �,�""^<-�"_1 ll --1f _� I I � �, IL.+�-!!i ..,I «,,,,�,.� «,u - � s L OIL ,E r , I t AT Ib" .c. i �'1 r v - �- - - ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.5] p INSTALL 2"(P VERTICAL 5GHEDULE 80 PVG �- jJ I �� x 1 CONDUIT THROUGH ALL WALLS TO ATTIC, WITH p TEMPORARY PLUGS OR GAPS AT EACH TERMINUS # [E 802.3.21. i .... ..-,M.....,,..,.m». .T...,.� t _ � X ! + � L AGGE55 ROOF D J - ACCESS ROOF 1.75 x 14 LVL STRUCTURAL RIDGE N \ POST RIDGE DOWN TO BEARING 2x12 RIDGE - I ( \v i a -_ WALL AT 12'-O" ON-CENTER OR LESS Ll I I 2x12 RIDGE y V7 EXTEND RIDGE TO� SOLAR- ADY ZONE [TI03.31 - 1 l p BEARING WALL AT I PROVIDES 6 HID AGGE55 PATHWAYS ---------- `9 GE I [R324.61. THE SOLAR M EAVE TO IDLE WHERE SHOWN --- BNL 2 ALL VAULTED 1 REMAINR�EAR O OBS ADY ZONE SHALL j I I I TRU I NS A a - -� - - ¢ GTO SUCH 5 I a Q VENTS, ETC. [TI03.4] - 6'-4" I - --- ..,..,.., ..,__ _._ I C�R.YER (Y�l;�i��r-ic l''.- 1 Q W 3'-4" 3' 4 1 O Fs Q N X Cy 2x6 RR AT I6" 0.6. AGGE55 ROOF SEG01�17 STOfi�Y �hLL i�l.._A1� I r �, x r q. I I $t 1 , a - :��,. w!ma^,^fe •_. :a•a vq,?Rx:^.:s.^ m�rce�"., . / I 2x10 RR AT 16" ox_ 2x10 RR AT 16" o.c. SCALE: 3/16" = I ft 6.. _._._-- -, ---------_. .-.._: 2x10 RR ATI o.c. 2x10 RR AT I6" o.c. w - ROOF BELOW r------- Q WALL LINE I l ` WALL LINE I ROOF BELOW I -� (� � _� , ROOF LINE --------------------------------------------- ----------------------------------------------- I � ~J 1 N i � �J wm z L------------------- TABLE R802.5.2 RAFTER/CEILING JOIST HEEL 4 to - qtr O-1w a�b�le�d�e�g La �(� \ Q- �� Wz JOINT CONNECTIONS Z o z Z GROUND SNOW LOAD (psf) tu > Fz AI ® O �I �O ROOF FLAN V RAFTER 20f 30 V O � �> �<7 RAFTER SPACING Roof span(feet) O V Y_d SCALE: 1/4" = 1 ft SLOPE (inches) 12 201287136 12 20 28 36 {� z Q ESWL I BWL H BWL G BWL F Required number of 16d common < Q 14'-10" nailsa,h per heel joint splices',d,e , 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 M 24 7 11 15 19 7 11 16 21 IRC BRACED WALL PANEL CALCULATIONS 12 3 5 6 8 3 5 6 8 �. I I Wind Adjustment Factors-IRC Table R602.10.3 2t 181 4:12 16 4 6 8 10 4 6 8 11 - -- Upper Story 24 5 8 12 15 5 9 12 16 21 12 3 4 5 6 3 4 5 7 HI: -- - ---- - -- - -- - - ---- - . Numbered Lettered <� S r t ! l --- I I ��_._w .:+ 5:12 16 3 5 6 8 3 5 7 9 --------� - - ' ------------------- --;-! �- -- - =--' -- - ------�-- BWL 3 �( �_ Wall Lines Wall Lines Comment ~•; � ' _ �' ' - ) 3' 6'" I Exposure Category 24 4 7 9 12 4 7 10 13 ''' 1.30 1.30 Exposure C, 2-Sty Roof Eaw-to-Rid a Height 12 3 4 4 5 3 3 4 5 �I .,�, 't;� c .•�4� g g 0.98 0.98 9-8"; Roof Only .. .� a.9a a.9a 8'-a' .. E. � " - -A Wall Height 7:12 16 3 4 5 6 3 4 S 6 I ----- ! 4 ,,; ,,�iri ti �'., EY'A•, ,��q; Number of Braced Wall Lines 1.00 1.60 2; 5 2 3 5 7 9 3 5 7 9 o.;a�t " 12 3 3 4 4 3 3 3 4 Additional 800 Ib Hold Down 1.00 1.00 N/A ,>- , 8 2021 t Y- - I { 9:12 16 3 4 4 5 3 3 4 5 _ �-, Gypsum Board Fastening 1.00 1.00 NIA 24 3 4 6 7 3 4 6 7 Wind Factor Total 1.147 1.835 ' 1 1 12 w. I 3 3 3 3 3 3 3 3 „. .: , I-� t_ I 12:12 16 3 3 4 4 3 3 3 4 m �_ "`� - , 1 Braced Wall 140 mph Total Bracing tO 24 3 4 4 5 3 3 4 6 O p m -"-` �.__. _-- , - Braced Wall Bracing Wind Factor O I tr m -, - Line Spacing Required Required Length Status O O Line Method Total For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 pound per O r 1 ( _ (ft) Bracing (ft) Bracing Provided (ft) F square foot=0.0479 kPa. pp 1 - r 1 CS-WSP 26.75 6.35 1.147 7.28 31.79 OK a. 40d box nails shall be permitted to be substituted for 16d u p t!� r Li I, N 2 CS-WSP 26.75 6.35 1.147 7.28 29.50 OK common nails. - O 1L A CS-WSP 16.17 4.04 1.835 7.41 23.00 OK b. Nailing requirements shall be permitted to be reduced 25 U- m O PLYWOOD SHEATHING \� B GB 16.66 8.50 1.835 15.59 21.21 OK percent if nails are clinched. O 1 Z Q UNDER GYPSUM BOARD ' \� Q O (DASHED LINES) C GB 13.19 6.94 1.835 12.73 21.48 OK C. Heel joint connections are not required where the ridge is O O r supported by a load-bearing wall,header or ridge beam. Q m ~ Z D GB 13.20 6.94 1.835 12.73 25.54 OK to � >y - >� j d. Where intermediate support of the rafter is provided by O Qr O z -I - E CS-WSP 17.17 4.29 1.835 7.87 23.33 OK vertical struts or purlins to a load-bearing wall,the O 0. LL tabulated heel joint connection requirements shall be 00 z m permitted to be reduced proportionally to the reduction in uw OC = ' Wind Adjustment Factors-IRC Table R602.10.3(2j (p.181) span. W $ Z � I Q Lower Story e. Equivalent nailing patterns are required for ceiling joist V 1II - 1 to ceilingjoist la slices. � o fi Numbered Lettered f j p p - a- Z Applies to roof live load of 20 psf or less. (L J Wall Lines Wall Lines Comment g. Tabulated heel joint connection requirements assume J 4 i ----- BHL 4 Exposure Category 1.30 1.30 Exposure C; 2-Sty that ceiling joists or rafter ties are located at the bottom ~ -t O- ... tI, - ,.,. - -- Roof Eave-to-Ridge Height 0.99 0.99 9'-8"; Roof+ 1 floor of the attic space. Where ceiling joists or rafter ties aref 41-411 JU 0 z O 7-6 2 J3 2-3 W all Height 1.00 1.00 10'-0 located higher in the attic,heel joint connection � v w ( Number of Braced Wall Lines 1.00 1.45 2; 4 requirements shall be increased by the following factors: _V V Additional 800 Ib Hold Down 1,00 1.00 NIA Gypsum Board Fastening 1.00 1.a0 NIA Hc/HR Heel Joint Connection Adjustment Factor 1L N ' ( --- Wind Factor Total 1.287 1.866 1/3 1.5 N'n 1/4 1.33 1/5 1.25 Braced Wall 140 mph Total Bracing 1/6 1.2 Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status 1/10 or less 1.11 F I RST STOR)OO 5NL PLAN Line Method Total DATE: SEPTEMBER 2021 SCALE: 3/16" = I ft (ft) •Bracing (ft) Bracing Provided (ft) where: 3 CS-WSP 27.75 12.10 1.287 15.57 39.50 OK 4 CS-WSP 27.75 12,10 1.287 15.57 26.33 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 8 F CS-WSP 14.83 6.93 1.866 12.93 25.67 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of • G GB 11.25 11.06 1.866 20.64 22.29 4K the rafter support walls. H CS-WSP 21.08 9.43 1.866 17.60 26.50 OK DRAWING NUMBER I CS-WSP 34.50 14.80 1.866 27.62 34.50 OK A - 6 ROOF �_ -----------------------------------------------------------------------------i 2x EXTERIOR WALL Z -------------------------------------------------- --------------------- ----------------------------- I O > Im I t t Ci I R-30 BATT INSULATION V STUD TO FLOOR J015T I SIMPSON COIL STRAP O I (4)-8d NAILS AT EACH ENDLL -----------------'- ------ I---I------------------------------------------ --I----------------------------------------------------------------t-------------------------------------------------------i GEILING LAUNDRY' I I I FAMILY BATH _ �_ I - - -- - - - - - - - - - MASTER BATH - - - - I i 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ 2x RIM BOARD UJ o > > > I I I > I > I >I > > I i Z - u� l �,I I CANTILEVERED FLOOR J015T v' WASHER I I � I WG I LAV. I I I LAV. I LAV. I I I — I OSB B VINYL SOFFIT Q N TUB i I I TUB I i i 11 1 FLOOR JOIST TO WALL: 5HOWER I 2x EXTERIOR WALL 51MP50N H2;(5)-8d NAILS TO FJ d (5)-8d NAILS TO STUD � - 2nd FLOOR I I --------- ------F--rII ------------ --- --- ---i-------------------------------------------------------a ALTERNATE WHERE FJ/STUD MI5ALIGN5: -------------- -- -- ------- 2" W --- 3" W I-1/2" W ----------- 1-1/2" W 1-1/2" W 2" W 3" W 2" W I I FLOOR J015T TO PLATES: 2 W I I G.O. 2" W 3" W I I G.O. 2" W 3 yy ( i SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. f-- 2 W I PLATES TO STUD: --- -- ------------------------------------------ --I--------------------------------------------------------------- ------------------------------------------------------- 51MP50N H2,5;(5)-8d TO PLATES, (5)-Sd TO STUD ------------------- l , GEILING - - - - - - - - KITCHEN - - - - - - -- - - - - - - - - - POWDER - -- - -- BATH II 2x ROOF RAFTERS AT 16" O.G.\ - - - - - - - - - - USE GALV. HURRICANE TIE BETWEEN >I >I >1 >T - - - - � EVERY' ENFTHE ROOF BEA M iI - DETAIL AT FLOOR 2GEILIGJOISTS ATI6 O.C. — O CANTILEVERS SETE3AGJOIN HEEL OIN f<S USE ( NAILS AT RAFTER I T CONNECTION X KIT SINK X I WG Ilu WG I I ROOF BEAM (SEE PLAN FOR 5IZE) DW LAV. LAV. I I SCALE: NT5 UG3A PRESERVATIVE TREATED N m m I A55EMBLE WITH 10-d NAILS TUB I 12" O.G. STAGGERED ALONG LENGTH I I I I VENTED VINYL SOFFIT Ix8 TRIM BOARD Ist FLOOR -------------- ------- --------- --- ------------------ j -------------------------- I-I/2" W 3" W I-I/2" W 3" W 2"W 2" HUPLIFT CONNECTIONS: 6518 &ALV. GOIL STRAP G.O. 2" H G.O. 2: W 3" W G.O. 2" W 3.. Y1 � USE (2) AT EACH POST,TOP 6 BOTTOM I 5/4"xb" DECKIN& (4)-I0d NAILS AT EACH END -------------------------- ----------------------------------------- --- ------------------------------------------------------------------ ----------------------------------------- ------------- t PERPENDIGULAR TO JOISTS GEILIN6 (2)-8d THREADED NAILS OR G.O. 4 W 4" W 4„ W r - -L - -II F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN q , EACH 5UPPORTIN6 MEMBER UG3B PRESERVATIVE TREATED I [R501.1] REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (5EE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROWS OF IOd NAILS FL.UMB I NO RISER D I AORAM / � L U05B PRESERVATIVE TREATED I6" O.G. ALONG EAGH ED&E [R50-1,5] SCALE: NT5 -/ TO APPROVED HOUSE TRAP I SANITARY SYSTEM &RADE 1 V 4x4 WOOD POST V BASEMENT FLOOR UG55 PRESERVATIVE TREATED Z n PB44 HOT-DIPPED 6ALV. � DJ P05T BASE ANCHOR L�1 11 1 in 1- to z U 12",P x 6'-O" HI&H P.G. COLUMN WITH (2)-#4 V Z u- W Z VERTICAL REBAR ON } _j u- ri Z W 24" x 24" x 12" DEEP P.G. F00'TIN6 WITH (2)-#4 m - REBAR EACH WAY, REBAR 4" ABOVE 1(L�J I� ,- t- O Z TYPICAL ROOF R-3Q BOTTOM Ix 1' aa--.Z o 0 Z tu ASPHALT ROOF 5HINOLE5 OVER 15# FELT OVER Jf u > 1)j �" STRUCTURAL PANEL SHEATHIN& OVER d 2x10 RAFTERS AT 16" O.G. TY I GSL. 'Ofi�G�1 DETAIL o Q✓_ 7} Q < 1.15 x 14 LVL R-39 6" THICK GL05ED-CELL SPRAY POLYURETHANE FOAM (5PF) 0- .. STRUCTURAL WITH)'2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER[R316.4] SCALE: NT5 / N v Q p I POE OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] RIDGE TENSION 57RAP: 12 � Q � WRAP STRAP OVER RAFTER (5) 8-d COMMON NAILS AT EACH END OF STRAP 8 II I 2x4 COLLAR TIEP05T 6ABLE WALL INSULATION I 1 11 AT 48" O.G. j (SEE ROOF CONTINUOUS: R-5 I-INCH RIGID FOAM XPS " SEALED ATTIC (INDI GTLY GONDITIONED� MT530G STRAP-TIE .� �. 1' CAVITY: R-13 2 SPF 1, v' \ (BEYOND SECTION) 2" SOLID EAGH RAFTER wC<' '••tse �4' L %. fib• i� 2x8 GJ AT 16" O.G. SMOKE G.O. WOOD BLOCKING 11 0 �N DETECTOR IN ATTIC '3 ti fi a�_ ' 1-1/4" WIDE 20—OUAOE GALVANIZED STEEL STRAP RAFTER TO TO STUD • :f', a M4 11t:` de�yti EAGH SIDE OF WINDOW AND ',°°° `�'�•��°,'•' ��"�,. NOTE: ALL DUCTS SHALL BE + •:^*A{ E��qf`•,' TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, I'-O" DOOR OPENINe5. INSTALL WRAP STRAP OVER RAFTER r:" 't'1'•' 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY STRAP FROM TOP OF TOP ' • °' (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWI5E NOTED ON PLAN Ul FLOOR PLATFORM. MIN. MINIMUM LENGTH BELOW LIVERED SEP 2 8 2021 R-I5 UNFAGED FIBER&LA55 BATT CAVITY INSULATION R-4.2 DUCT INSULATION IN IAW MANUFACTURER'5 SPECIFICATION 0 TTI WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HDUSEWRAP OVER R-5, I" XPS INSULATION AC. HEADER = LENGTH ABOVE z - BOTTOM OF HEADER OVER 1/2" STRUCTURAL PANEL SHEATHING 05-W5P ly <c 0 u� HALL m LAUNDRY W.I.G. civ a WR-13 2" CL05ED-CELL n BEYOND SECTION (2J-1.15 x 11.815 LVL 5PF AT RIM J015T F O Q (m Ul DOUBLE-FRAMED a Q ' Q STAIRWELL (TYP) 3/4" 5UBFLOOR '6 Q a o Q 11.815 TJI-560 FJ AT 16" O.G. !-1 O t- a tu O � m 0 Q TYPICAL INTERIOR WALL (2)-1. Q (() O 2x4 STUDS AT 16" O.G. I I 15 x 11.815 I/2" GYPSUM (^� MALL. STUD TO NAL.L. STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FIN15H � a _ STRAP OVER OR UNDER SHEATHING )'2" GYPSUM WALLBOARD ON BOTH SIDES (4) 8-d COMMON NAILS AT EACH END OF STRAP I I o m Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 IEFLOOR PLATFORM R-13 2" GL05ED-CELL SPF 2x8 PLAT O - O lX O WOOD FLOORING OVER I I iv TENS 1 ON STRAP I NO � � o IL 3/4" PLYWOOD SUBFLOOR AT RIM JOIST I I 6 � J� '^I 2x12 FLOOR J015T5 AT I6" O.G. AT Y `AL.L- OPEN I NOS �- O w � V GROSS BRIDGING AT MIDSPAN d� �/ 1/2" GYPSUM I I HALL PAN fRY 5GALE: NT5 < W� d Q Z SILL CONSTRUCTION: BOARDL_L �►. ►U I I 'I � 2x6 P.T. (U655) SILL ON TERMITE SHIELD FINISH IL_ p[ � CL lu j Z ON SILL SEAL WITH 1/2" ANCHOR BOLTS IQ< V (SEE TYPICAL WALL DETAIL) STAIRS FINISHED FLOOR a -1 - o _j D x 11.815 O Z STUD TO SILL_ 'LATE : I/2 GYPSUM FINISHED GRADE LVL GIRDER BOARD FINISH � V� _ FINISH GRADE -� lL WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LA& SCREWS g BASEMENT (6) 8-d COMMON NAILS AT EACH END OF STRAP _ IL N 2x8 PLAT w = (INDIREGTLY GONDITIONED) SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 5 I(5HT R-11 BLANKET_ o U Q INSULATION AS MANUFACTURED BY r • a <:• ' Q CERTAINTEED CORP. ASTM E84 MAX. I/2" ME SPREAD INDEX 25 GYPSUM MAX. SMOKEADEVELOPED INDEX s 50 BOARD m FIN15H 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: SEPTEMBER 2021 48" x 48" x 14" DEEP SECTIONS 8" POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING w/#5 REBAR AT 8" ON-CENTER E.W. H I OH-J�11 ND UPLIFT STfi�'Ai��'I NO MINIMUM 3-O BELOW GRADE DRAWING NUMBER SCALE: NTS SECTION A NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft A ===7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RICH UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - let NYGRR Z TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES �" """" and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APIWWR105.2 BUILDING PERMIT: A building permit shall be Issued by the v WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site until project completion.Speed Topographic Special wind Windborne DESIGN Frost tine DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://liozorclr,.otr-ouncil.org FOR THE PROECT LOCATION: LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite tf1 TEMP REQUIRED INDEX TEMP N 41.11340 W '72.3"158° THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES RI06.3 DE516N PROFESSIONAL: A Certiflcate of Authorization Is O WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH F16URE PRE-ENGINEERED WOOD CONSTRUCTION filed with The state Education Department entitling D'Amoro V 20 psf 128 None No No B Severe 36" M to H 15 OF I Yes I None 599°F-DAYS 1 51.0° FR301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide p� professional engineering services. However,the Designer has O MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLETHE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, !L 8301.2(3)] AFFIX THI5 516N IN AGGORDANGE WITH supervision nor Inspection,and therefore is not responsible Q Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEC70RY: EXP05URE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall W Elevation Latitude heating cooling temperature cooling difference immediately notify Designer, in writing, If there Is any eat g g factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and Ian dimensions,especially with regard to existing construction. N 25 ft 41° North 15° 99% outdoor DB 85° 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] P y 9 9 OZ MAIN ROOF UPLIFT CONNECTION FORGE = 200 pif (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R3012(5)B wind Cooling temperature Wind velocity Wind velocity Coincident Winter Summer 9 (V Daily range - span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 design Is not required. This building is designed In O difference heating cooling wet bulb Ihumidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RCNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 pif 83012.12 PROTECTION OF OPENINGS: This building In not located < tV UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Windborne Debris Region. n OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood hazard area. } - R301.5 LIVE LOADS. Minimum uniformly distributed live loads: iQILI t Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 O Sleeping rooms 30 psf,Stairs 40 psf R301.6 ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-'1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b,o SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL a n design corresponds to the 30 psf ground snow load column to OF FASTENER ° OF FASTENER ° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced food conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL 5IZC-5: Dressed lumber dimensions specified on �� i " „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 y xt0�113 ),or 4-8d box(2/ x 0113 ),or p g 3-8d common(2/2 x 0.131 ), or 3-8d common(2/ x 0.131"); or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I Joists,g1u-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128"); or Toe nail Staple 15 ga. 1 X 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails i projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 8d box(2 "x 0.113 ) 4"o.c.toe nail Staple 16 ga. 1 Y4 3 6 4-8d box(2 Y2"x 0.113");or 72R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 Y2"x 0.131"); or Rim joist,band joist or blocking to sill or top plate 8d common(2 X" x 0.131");or 0.113 Nail 2 3 6 WALL5 AND CEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per joist,toe nail 22 roof applications also " " • '� i9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a 5DI = O (req'd max. 3-I0d box(3"x 0.128");or ( pp ) IOd box(3 x 0.128 ), or 6 o.c. toe nail /2 and/ p g 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131 nails 0.097-0.099 Nail 2 X 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or 3-8d box(2%"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION, Exposed insulation that Is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common(2Y2"x 0.131");or 3 s Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity 8802.5.1(9)] 4-3"x 0.131 ) 23 1 x 6 3-lOd box(3x 0.128 ); or 2 subfloor or less to each joist " " Face nail /2 and i surfaces shall have a s s 1 25 and a 5DI 450. See plans 0.097-0.099 Nail 2Y4 4 8 for exposed Insulation values. 1 X" long 16 gaStale 16 V crown, ., a Ceiling joist attached to parallel rafter(heel joint) 2 staples, p g 2 4 8 8302.11 FIRE BLOCKING: Use improved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3Y2"x 0.135"); or Staple 14 ga. 2 1/ 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face nail 2-16d Common 3 / x 0.162 i where otherwise speclfled by the 2020 RGNYS. ( ) 0.113 Nail / 3 6 4-1 Od box(3"x 0.128");or 3-16d box(3 Y2"x 0.135"); or 1 Staple 15 ga.2 X 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 t 4" x 20 ga. ridge strap " „ . 25 2 planks(plank&beam- floor&roof) 2-16d common 3 i " At each bearing, face nail 5 3-lOd common(3 x 0.148 ),or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 g R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131 ) „ „ project under Exception 4. 3-]6d common(3 / x 0.162 ),or SPACING OI FASTENERS 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed � „ „ . ( )� DESCRIPTION OF FASTENER AND LENGTH 3-16d box (3/ x 0.135 ),or 26 Band or rim joist to joist End nail THICKNESS d luminaires shall be IG-rated [/AM N1102.45 with separation 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or Edges Body of panel p 3-lOd common(3"x 0.148")• or � (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate ' pp 4-3"x 14 ga. staples, %6"crown (inches) inches inches 4-10d box(3"x 0.128")• or nail on opposite side of each rafter (inches) (inches) n ' or truss' R308.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or / OL 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed to O 20d Common(4"x 0.192");or and adjacent to door panels,within 60 Inches of wet surfaces; lu m V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W m 4-16d box(3%" x 0.135"); or i 3-10d common(3"x 0.148");or Toe nail IOd box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 83001.1 6ARA6E FLOOR SURFACE: 6oroge floor shall be 5-Inch } Z Z <,t d) ? 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle tp - - --I O Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. La t(� � <- cq Z W And: Staple 18 ga., s long,X crown v 0) r O z 7 " finished flooring other than the 3 6 8310 EMERGENCY E-50APE AND RESCUE OPENINGS: It Is the (3, dJ �Z to minimum 2 ridge beam 2-20d common 4 x 0.192 or ( g ) Z g t " " • ( )� i builder's responsibility to verify that window units supplied a- f O 3-16d box(3/ x 0.135 ),or Face nail at ends and at each splice / P y upp �! 4 � W „ . 3-10d box(3"x 0.128"); or 1 X long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p � �' pC W 0 O 2-16d common(3 i/2 x 0.162 ), or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. J SY 3-10d box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) X- m p[ < 3-3"x 0.131"nails 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R311.7 5TAIRWAY5: Interior stairways shall be pre-assembled O f O > < � 4-16d box(3Y2"x 0.135");or g g g wood units. The maximum riser height shall be 8-1/4 Inches and ry O d 0 Wall 3-16d common(3%"x 0.162")• or (for the finish) the minimum tread depth shall be 0t Inches,plus nosing where Z Q 28 Ledger strip supporting foists or rafters „ „ At each joist or rafter, face nail required. Provide handralls per Code. Q 16d common(3 X x 0.162 ) 24 o.c. face nail 4-1 Od box(3 x 0.128 ),or Plywood 8 Stud to stud(not at braced wall panels) 1O box(3"x 0.128"); or „ 4-3"x 0.131"nails 1 %4 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail „ „ t g I „ 3 6 grade,and steps leading thereto,shall have guards that x Z 3"x 0.131"nails 2-1Od box(3 x 0.128 );or 2-8d common X and/6 12/ga. (0.099 )shank diameter conform to Code. < X 29 Bridging or blocking to joist 2 X"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail 16d box 3 2"x 0.135" ;or ( )� Staple 18 ga.,�/,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall ( } 12 o.c. face nail R3I22 WINDOW FALL PROTECTION: Windows with "Ills less than 9 3"x 0.131" nails SPACING OF FASTENERS ii s is i 1 y ring or screw shank nail-minimum e shall above finished floor and greater than 72" above grade corners(at braced wall panels) /2,/s, /z and/ 6 8 shall be protected per Code. 16d common(3 %2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter 16d common 3 t/2" x 0.162" 16" o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges h supports',' ""��`4' " p „ „ "� spacer) ( ) g (iinehes) 1 /rmg or screw shank nail-mmimum 3 6 "moke alarms,carbon monoxide alarms,and heat detecption • ri.`! }.rf Y2 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected a�', +r• `•-.,,. 10 Built-up header 2 to 2 header withy s acer „ inches tY Y 2%2 and 3/ ( ") 16d box(3Y2" x 0.135 ) 12 o.c.each edge face nail (inches) /2, s, 12 X ga. 0.099 shank diameter alarms shall be Installed at all locations shown on the Tans. ' ' "' 1. " '•• 5-8d box 2 y"x 0.113" ;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 1 / 6 8 w; •, ? i- ( ) g g p g g p g 8315 CARBON MONOXIDE ALARMS: Install at all locations z t 11 Continuous header to stud 4-8d common(2%"x 0.131"); or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. �' i ' 4-10d box 3"x 0.128" ( ) s „ - „ 6d common(2"x 0.113 )nail f 1 %long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified In the sans w`YJ >"• 6 12 ) p _ ..•V "�� 30 / X subfloor,wall)' as pressure preservative- treated (P.TJ shall be in t 16d common(3 y"x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 . .�, -°.�• accordance with AWPA UI for the intended use and location. ��., � �;":,"• ��'.ti'�' 12 Top plate to top plate 1O box(3"x 0.128")• or 31 iY/2"- 1" 8d common nail(2Y2"x 0.131") 6 121 Staple 18 ga., 7/long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless ' " „ :: steel silicon bronze copper or I/2" diameter or greater 3"x 0.131"nails 12 o.c. face nail 1Od common 3 x 0.148 nail; or ( ) Particleboard �Q21 32 1 X" - 1 X" i „ 6 12 steel bolts. 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 ► rY_s-� P 7 1; X 3 R401.4.1 GEOTECHNICAL, Footings and foundations shall rest on 8-16d common(3 %2"x 0.162");or Other wall sheathing 7 Staple 18 ga., /long, 16 crown 3 6 undisturbed lgraded soils um l havebe orI avalue lbeaog,glue Face nail on each side of end joint 12-16d box(3%"x 0.135");or „ 1 y2 galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 Include GW 4 6P-gravel and sandy gravel;6M 4 6G-sllty and 13 Double top plate splice ( ) (minimum id lap splice length 33 y structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 X"long Staple 16 ga., 1 %long,3/s crown 3 6 y 9 gravely y 12-1Od box 3"x 0.128" ;or , cla a ravel;5W 4 5P-sand and ravel sand;5M 4 5G-silt each side of end joint) 12-3"x 0.131"nails 3 :: � :: an clayey "and. Unsuitable subsoil material encountered 1 / galvanized roofing nail, /6 head t 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a., 1 t " p g / long 3 6 �' s Staple 16 ga., 1 Y8 long,s crown 3 1 6 with /4" crushed stone to a minimum depth of 8 Inches or AOBE. O m 16d common(3 72"x 0.162") 16"o.c. face nail i „ d 1%2" galvanized roofing nail; staple galvanized, 7 7 R4o22 CONCRETE: Basement walls,foundation walls,exterior O Bottom plate to joist,rim joist,band joist or i 35 / gypsum sheathing t „ walls and other vertical concrete work exposed to the O 14 1 X long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. "p O = r blockingnot at braced wall panels) 16d box(3/ x 0.135 ), or „ weather shall be air entrained stone concrete with a minimum ( p ) „ „ 12 o.c. face nail g „ compressive strength of f'c=3,000 psi at 28 days. Porches, 3 x 0.131 nails 5 „ a 1 / galvanized roofing nail; staple galvanized, ca ort slabs and 9 to s exposed tthe weather,andgarage 36 / gypsum sheathing s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. 'p p "1' LU O 3-16d box 3%"x 0.135" • or 3 each 16"o.c. face nail 15/8" long; 1 / screws,Type W or S g P P � floor slabs shall be air entrained stone concrete with a _ m Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'°=3,500 s► at 28 days. Q IL 15 2-16d common(2 Y2"x 0.162")• or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p p g p y M O blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4-3"x 0.131"nails 4 each 16" 6.c.face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations 37 X" and less t „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a minimum O K 1� 8d common(2/ x 0.131 }nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O 0O 1_ 4-8d box(2 72"x 0.113");or 1 3-16d box 3%"x 0.135" or „ _ 8d common(2%" x 0.131")nail; or 6 12 e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. R404.1.1 BACKFILL: Backfill shall not be placed against O tm 1= Z Z ( )� 38 / 1 8d deformed 2%"x 0.120" nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 4-8d common(2%"x 0.131");or Toe nail ( ) Y foundation walls until cured a minimum of � days. Brace top � O DC O 4-10dbox on( 0 2"x 0 or l Od common(3"x 0.148")nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. CJ u- .� 4-3"x 0.131"nails 39 1 i/" - 1%4" „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O Z 16 Top or bottom plate to stud 8d deformed(2 X x 0.120 )nail 85o2.I WOOD FLOOR FRAMING: Load bearing dimension lumber 'yam"6. � the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer O l W41 3-16d box(3 y"x 0.135")• or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a mtnlmum Fb=3,100 psi and modulus W u < 7- End nail 6 6 2-16d common(3%2" x 0.162"); or For SI: 1 inch=25.4 min, 1 foot=304.8 min, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 101, vW � 111 Z 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall 4J-- <Z IL 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum IL Q< W sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE 8602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. �- 0 >< 3-10d box(3"x 0.128"); or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100a,b,c 8702.3 6YPWM BOARD: All Interior walls to be covered with Ys" F-_ OL WALL SHEATHING USED TO RESIST WIND PRESSURES 17 Top plates, laps at corners and intersections 2-16d common(3 X"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped, spackled and painted;unless otherwise 3-3"x 0.131"nailsnoted on plans. 6Z O b. Staples are 16 gage wire and have a minimum / MINIMUM WOOD MAXIMUM PANEL NAIL 6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN 0 W = 3-8d box(2%2" x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„tt 8?03.3 SIDING: Exterior wall covering shall be vinyl siding tested Y d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed O 2-8d common(2%"x 0.131"); or Y Y p Pp Y PANEL (mph) with fasteners In strict accordance with the manufacturer's 18 1 brace to each stud and late 2-1 Od box 3"x 0.128" • or Face nail SpacingR602.3(2). PANEL SPAN SPACING IL N p e. Sacro of fasteners not included in this table shall be based on Table THICKNESS Instructions for high-wind regions. use stainless steel nails for ( )� Penetration RATING (inches) Edges Field Wind exposure category 9 W ry 2 staples 1 X:: f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3,000 feet of 0 0 1- p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. u� 3-8d box(2%"x 5 24/0 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1. s 16 6 12 140 115 110 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 1/ 2-8d common(2 72" x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be 19 V x 6" sheathing;to each bearing 2-1Od box(3"x 0.128");or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 Y4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131 1.75 24/16 16 24 6 12 140 1 115 1 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a minimum net free ventilating area of h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented s ace within the soffit. Attic sso of the of the DATE: SEPTEMBER 2021 3-8d box(2 Y2 x 0.113 ),or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 X"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R0io52 ASPHALT 5HINOLES: halt strip shingle wrappers shall Pp Y g q g g g p g p � '�' � 9 PP 3-10d box(3"x 0.128");or be labeled to Indicate compliance with A5TM D-1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown 16 ga., 1 X" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or o, or A5TM dance with the 1 Class F,and instructions shall ftened in achieve p g p p pp p Y l Y�' g P to 20 1"x 8" and wider sheathingto each bearing than " Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use Wider 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2 X"x 0.113" ; or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g Y g saltwater. ( ) Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%"x 0.131");or j. the opo 1 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY. All combustion air for foctory4wilt 3-I0d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling _ 4 staples, V crown, 16 ga., 1 X" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. to accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING (^� Plate nail-16d 0.135"x 3Yz" at Load bearing or braced/shear wall ' JOIST DETAILS ( ) above(must stack over wall below) Load bearing orbraced/shear wall above Y2") Plate nail, 16d(0.135 x 3 Y2) 12"on-center Plate nail, 16dent(0.135"x 3 When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- Blocking panel: 1X8"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists Z at 16"on-center at 16"on-center - /Ya"TimberStrand LSL or TJI®'oist. No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2")at 6"on-center 1 1y"hole may be cut Blocking panel: wall above Min.distance from Table A Min.distance from Table B Y 9 P Web StiffenerQ27 anywhere in web out- F" 1Ye"TJ®Rim Board, 1Y" Plate nail-16d(0.135"x 3Y2") Blocking panel: " required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone at 16"on-center' 1Y8"TJ®Rim Board, TimberStrand® LSL or sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side cut or notch flange. TJ Is joist Floor panel nail- Sheathing q q 1 " * boundary at B3W ONLY 1Ya"TimberStrand® LSL 8d(0.131"x 2/z")at 6 on-center 1 or TJI®joist 8d(0.131"x 2/2")a 14"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y16"-1 Web stiffeners 6" O O Z each side at A3._W B1 B1 W required on both V nail Sides of both joist 6" L1 2 x D, D, Closely grouped round L 2 x L D Toe nail-10d(0.131" 2 z z 6" 6" (� Toe nail, Toe nail, IV'TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut oo not cur O 10d(0.131"x 3") 10d(0.131 x 3") TJls rim joist only)or thickness exceeds 7/8 , 12" Web stiffeners required End of'oists at DO NOT holes In (applies to all holes the group perimeter holes In holes larger 1L Y) ® trim sheathing tongue min• i cut holes In cantilever hatched except knockouts) meets requirements for hatched than 1'/z"In at 6"on-center at 6"on-center 1Y4'TimberStrand LSL. g g For rim board thicker than 13/a" on both sides at B1 W centerline zones reinforcement. round or square holes. zones cantilever Q TJI®rim joist at rim board and B2W ONLY W Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support required on both Must have 13/4"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required CJ pp q at 6"on-center rt p g Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support * sides at Al W ONLY * joist bear/ng at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W 9 P Y q B3 g3W with braced/shear walls above or B4 g4W g port Z Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board, walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE " SQUARE OR RECTANGULAR HOLE SIZE - A3.4 A3.4* DEPTH TJI® *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 A3.3 *For additional installation specifications see Rim Board O O 2" 3" a" 5~ sY2" 7 s/" 11" 13 2 3 a 5 sY" 7^ 8'/e' 11" 13" ry Nail through 2x cantilever,wood backer and 11..1 O V Details and Installation in Weyerhaeuser Installation Guide 110 r-o" r-s" 2'-0" T-0" 5'-0" r-o" r-s" 2'-6" 3'-6" a'-s" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O W y 1Y"TJ®Rim Board or 1%"TimberStrand® LSL. TJI®'oist web with 2 rows 10d 0.148"x 3' Q �I Blocking 1 ( ) 9Y" zto r-o" r-s° z•-s^ 3'-0" 5'-s" r-o° z'-o" 2'-6" a'-o° F-0- for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" z'-6" T-6" F-6• 1'-0" z'-0" T-0" a'-6" F-0" Q ry F-0- top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 r-6" 74' T-0" 4'-0" 6'.0" r-6" 2'-6" T-6" 5'-0" 5'•6" with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'-0" T-0" 2'-0" T-0'• 4'-0" 5'-6" 6'-0" schedule. 110 1•-0" 1'-0" 1'-6" T-0" 2'-6'• T-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'- " 5•-0" 6'-0" # 6'-0"length of TJI joist 8"diameter maximum hole for 11 8"- 1Y8"TJ®Rim Board 1Y"TimberStrand® 210 r-o" r-s° r-o•' r-0" 3'-0° 3'-s" s•-o^ r-o° r-s° z'-s" 3'-0" 5'-0" s-s" s'-s" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d 0.131"x 3' nails, 11'/," 230 1'-0" 1•-s" 2'-0" T-s" T-0" T-6" V-s" 1'-0" z'-o" T-s" T'0- 5'-6" V-s" 7'•0" ( ) Attach reinforcement to joist - 4'-0"length of 8"diameter maximum hole for 11%"- block.Used 11 length maximum for blocking panels 9/"deep one each at top and bottom flange. with one 8d(0.131"x 2%") 360 1'-6" T-o" T-0" T-6~ 4'-6" 5'-0" T-0" 1'-6" 2'-6" T-6" a'-s" s'-6" 6'-6" 7'•6" 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI® or shorter than 12"long. F1 applies to 560 1'•e" 2'-6" T-0" 4•-0~ 5'-6" s'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" 7-s" 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement tojoist nail at each comer maximum for blocking panels 9Yz" j 110 1-0" 1'-0" r-0" 1'-0" 1'-s" 2'-0" T-0" 5'-6" r-o" r-0" r-6" 2'-0" T-6" 4'-0" 6'-0' V-0- Web stiffeners %8" 16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2�2) Horizontal blockin uniform/ deep or shorter than 12"long. g Y 210 r-o" r-o~ r•o" r-s• r-o" 2'-6" 3'-s" 6'-0" r-o° r-a• z'-o" r-s" a'-o" a'-s" 6'-6° 8'-6" '--. Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ®Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-0" 1•-0" 1'-0" 2'-0" T-0" 4'-0" F-0" 7'•0" 9'-0" ,^ sides at E1 W ONLY panels 9Y2'deep or shorter than g TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1'-0" 1'-0^ 1'-6" z'-6" T-6" a'-D" 5'-6• 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-o" 9'-6'• v J 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood uR` 560 r-0" r-0• z'-o° T-0• 4'-6" F-0" V-6' V-0" r-6" 3'•0" a'-o~ F-0" 7'-0~ T-6" 9'-0" 10'-0" \ Y16" Do not cut flanges. 1Y8"TJO Rim Board or 1Ya" each at top and bottom flange. reinforcement or floor panel schedule. backer �apvt�`�e� o(w 210 r-o° r-0~ r-o' r-0" r-o" r-s° r-s~ 3'-6" V-0" r-0" r-o" r-o• z'- " 3'-0" T-6" s'-6" F-0" 1 r-a' O TimberStrand® LSL.Nail with one side at E5, 3 " ady 16.. 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-0' 4'-0" T-0" 1'-0" 1'-0" 1'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" 12"length of/ t��` et G \O 360 1'-0" 1'_0" 1'-0•' 1'-0" 2'-6" 2'-6" a'•6" 6'•6" 9'•0" 1'-0" 1'-0" 1'-6" T-0" F-0" 1)d(0.131"x 3")nails,one : Attach reinforcement to both sides at E6 re nfo cement on one a 11� eJ �� Full depth vertical i r id �ti`\ l �Eo 560 r-o^ r-o" 1-0" r-o" r-s" 3•-0" 5'-0" T-s" 10'-0" r-o^ r-o" 3'•0" 4'-6" 6'-s" T-o" 10'0" 1 r-o" 12'-0" . each at top and bottom flange. joist web with 3 rows p ca p\'(` I 10d(0.148"x 3")nails at 6" 9 at ET both sides at E8 F1 e� a" 5" s 7' W. 10" 12" 15" 1T' a" 5" s" 7" 8" 10" 12" 15" 17" - blocking between \ AttaCh reinforcement On-center,clinched.Use 2 each joist 18" 360 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-0" F-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" F-0" 10%0• 11•-0" 13'-6" to joist flange with 2' t(` rows with 9 and 11 Less than 5" 2x4 minimum %" 7/" Less than 5" E7 EB 560 1'-0" 1'-0" 1'-0" 1'.0" 2-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6" squash blocks p" 8d(0.131"x2Yz")nails at 6" a+`� TJI®joists. zo" 360 1 r-o° r-o" r-o" 1•-0" z'-o" 4'-0' 7'-0" 10'-6" r-o" r-o" 1-s" 3-0" a'•6° a'-o" 1r-s" 1a'-o" 15'-6" 2 stn t<` O O 1 Gar)*: WEB STIFFENER ATTACHMENT 560 r•o" r-o" 1-0" r-o" 1'-0" z'-o" a'-6° s'-o° 1a'-s~ 1s'-o" 1Y8'TJ®Rim Board or Face grain a�\d` on-center.When reinforcing E5 E6 I- CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand° LSL. t<` both sides,stagger nails. 2 minimum transfer load around TJIcl'joist Nail with 10d(0.131"x 3") horizontal gg E4 Not for use with 3Y2"TJI®joist flange widths 1" 23/a"maximum Mable B distance omded to of hole o inside fae or Cantilever ce opea est intermediate or cantilever su E1 E1 W nails,one each at top and E2 E3 (1Y2"for TJI© Nailing: pPort bottom flange. Option#1: 560,560D) See sizes below. JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end Web stiffener both sides. DEPTH 2" a" 4" 5" 6Y2' 7" a%' 11" 13'• z" 3" 4•' 5•' 6Y" 7" 8%" 11" 13" adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'-0" z'-6" T-6" 4'-6" T-6" 1'-6" 2••6" T-6" 5'•6~ F-6- Flush bearing plate required. Structural exterior sheathing locations using ," 210 2'-0" 2'-6^ 3'-6" s-0" 8'-0~ r-o" T-0" 4'-0" 6'-6" T-s' Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang contact surfaces below,install web stiffener tight to top flange s/ 9 9 two 8d(0.113"X 21/") TI ht fit* 230 2'-6" T-0" 4'-0" 5'6" 6'-6" 2'-0" 3'-6" 4'-6" 6'-6" T•6" be a minimum of 60% Flashing 9 (gap at bottom flange) 360 T-0" a'-0' 5'•6" s'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or of joist depth nails when possible. flange with face mount hangers). spaP 2Y2"screws, Depth Minimum Web Nailing Requirements 560 3'-s" 5'-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ 0�5\ typical TJI®Joist Series in. Stiffener Size Type Number Nails 110 r-o" r•o~ r-s" 2'-6" 4'-0" 4'-6" 8'-6" r•o" r-6" r • T-o" T-o" 9'-s" p ledger 113\ $d`a� tYp ( ) YP End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'.6" F-0" 9'-0" 1•-0" T-0^ T-0" 4'-6" 8•-0" 8'-0" 10'-0- See All x 2/16" 1'-0" 2'.0" 2'-6" 3'•6" 5'-0- F-6" 10,_0" 1'-0" 2'-8" 3'-6" F-0" V-6- 9'-0" 10'_6" See fastener s •• s ,,, 1Y8"TJ®Rim Board or 1Ya" All �„X 2�g" 360 T-0" T-0" 4'-0" 5'-6" T-0" 7••6" 11'•0" 2'-0" T'6" 5'-0" 7'.0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 3 s (1) 8d TO mount TimberStrandO LSL 1 „ 560 1'6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'.0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 1r-0" 12'-0" Top ` 2"distance(minimum)from Option#2: 230&360 All 7/"x 2s/s""' (0.113"x 2/ ) 3 3 110 r-o" r-0" r-0" r-0" 2'-0" 2'-6" 4'.6" 8'-6" 1'-0" r-o" r-0" 2'-6" 5'-0" 6•.0" 9'.0" 12'-0" hanger / edge of ledger to fastener. 1 2x strapping installed at/ 16d 210 r-o" r-o" r-o" r-o" z'-s° 3•-0° 5'-s" 9'-6" r-o^ r-0" r-o° 3'-6• 6'-0^ T-0° 10'-0~ 13•-0" Backer block joist-span locations using two 2 560 All 2x4(2) Y „ 14" 230 r-0•' r-0" r-o" 2'-0• 3'-6~ a'-o" 6'-0" 10'-6" r-0" r-0" 2'-6" 4'-0" s'-6" T-6" 1r-0" 13'-6" Face mount Allowable Load Ibs 0.135"x V2 ) both sides of web , ( ) z"screws per joist,typical ( 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger ® Fastener 1/4"TimberStrand® 1Y"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'•6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-o" with single TJI joist LSL rim board 560D 20 2x4(2' 16d 5 5 210 1'-0" T-0" v-0" 1'-0" 1'-0" 1'-0" T-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Option#3: Web stiffeners required if sides of Y"lag bolt 610 480 Direct/ applied ceiling 22"(" (0.135"x 3%") 6 11 16" 230 r-0" r-0" v-o" r-0" 1•-6" 2'-0" 4'-0" V-6" 1r-0" r-0" r-0" r-0" 2'-6" 5'-0~ 6'-0" 10'-6" 13•-6.116'-6- hanger top mount hangers,backer block required only y pp g 360 r-0" r-0" r-0" r-0" T-0" 4'-0" s'-6" 10'-0" 13'-6" 1 o r-0" 7-0~ 4'-0" T-6" 8'-6" 13'-0" 14•-6. 1T-o• H1 hanger do not laterally support at Fit H3 24"('> 6 13 , 3 ®. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one Of 0 560 1'-0" 1'-0" 1•-o" 1•-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'•0" 10'-0" 14'-6" 16'-0" 18'-0" f least/"of TJI joist top flange LA (1)PSI or PS2 sheathing,face grain vertical v conditions.For nailing requirements see page 5,TJ- the bracing options above is required 2 Construction rade or better a" 5" 6- 7" 8 10" 12' 15• 17• a' 5" s" 7" s' 10' 12" 15" 17" , 1 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 18" iso 1'-0" 1'-0" 1'-0" 1'-6" 3'-o" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-s" 16'-s~ Roof Framing, TJ-9001. 5so 1'-0" 1'-0" 1•-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'•6" 11'-6" 16'-s" BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" r-0" 1"-0" -0" 1'-0^ 3'-0" e'-o" 11'-0" 15'-6" r-0" r-0" 1'-s" 4'-0" T-o" 1z's° ,s'-s" , -o° 21" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" 5'-s" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-s" 1a-o" n'-s' 1s'-s" m v TJI®(1)(2) Rim Board 1y„ TJh Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. W Nail Size 110,21D, 360 and ® TimberStrand®LSL Microltam® Parallam® 9Y"or 14"or 18"or 14"or 18"or • Leave Ys"of web minimum at to and bottom of hole. DO NOT cut joist flanges. ! m Ld Vs"TJ Ri 1Ya" 9Y2"or 9y"or 14"or 'I ' J�jJ BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 Board TimberStrandeLSL or wider LVL PSL Depth 14" r 11'/s" ( ) p I g Z t 1LI Z BEARING AT WALL 11/s 11/e" 1s" 11/„ 16" 20" 1s" 20" I CONNECTION CONCRETE WALL • Tables are based on uniform load tables in current design literature. � Z Q/ OR WINDOW HEADER }. � Q d- 8d(0.113"x 2Y2"),8d(0.131"x 2Y") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+%" 2x6+Y" 2x8+Y2' 2x12+%" Two Two Two - - -t I Q -4 to 1 2x6 2x8 For simple span(5'rrtnimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located -_ 1/8"TJ®Rim Board or Strap per code if top plate 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 , III 1 10d(0.148"x 3"),12d(0.148"x 3Ya") at the center of the joist span provided that no other holes occur in the joist. V ,- f Q 1/a"TimberStrand® LSL or is not continuous over 0 header 16d 0.162"x 3Y2") 6" 6" 1 41 8" 6" Cantilever 2x6 2x10 2x6+Y/" 2x10+Y/" 2x6+%" 2x10+Y2" Not �(jy� '1 ' blocking for lateral support ( Y Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams J-1--1 p Z J W (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long _ panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 11) ® t)_ LU >` 1t l ® 0 Strap per code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ajoists. s „ Y „ Y „ 7 „ 1.55E TimberStrand LSL Headers and Beams t O p p p Detail F1 N plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. ( /e or/ /a or/ / or 1"Net 2x6 2x8 2x12 1 R- Q.__I m a a ( ) ( p g g gauge p or H2) 2 x diameter of the 1�RR-- Q over column 3 With 10d 0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light au a steel straps. 1 Q O � } �Q 3 1 If necessary,increase filler and backer block height for face mount hangers and maintain/e"gap at top of joist,see detail W Filler and backer largest hole(minimum) 0 IVY Top mount !� (4)Can be reduced t0 4"on-center if nail penetration into the narrow edge is no more than 1 /e"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). N (\ Qn hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth lJt� V j N Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q hanger wood from direct recommendations listed above. Q contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Q L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. o O ■Nailing rows must be offset at least Yz"and staggered. o literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of V into the TJI 0 joist or rim board is achieved. o 0 0 0 0 1.55 E TimberStrand®LSL ® Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. cantilever and end bearings by blocking Depth Hiole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9y4.'-9y2" 3„ R a rim board or rim joist. 8 8" 11Y4%11'/" 3%" TJI°joist framing does not 1 g 14"-16" 4% , Fastener Installation Requirements .• 't•^' ........•'='r•. q Piece #of Fastener require bridging or mid-span E1 General Notes Width Plies (+t blocking See illustration for allowed hole zone • ,�+*�.• �&: ���^•t��"`""rrj�f Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both Allowed hole zone suitable for headers and beams with �"". ��++�bf•"••"�•(4�1" uniform and/or concentrated loads anywhere along the member. _„�y�,r•� 2j sides,stagger fasteners on the second Round holes onlyr- BEARING AT 10d nails 3" 3 12„ side so they fall halfway between ";4�' `;' • No holes In headers or beams in lank orientation. COLUMN 2 12d-16d nails 3 Ya" 2(2' One side fasteners on the first side. P Screws 33/8"or 3Y2" 2 24" H2 Other Trus Joist@ Headers and Beams -?� Y`u i'se ''•F} 10d nails 3" 3(2) DO NOT bevel cutjoist Al Rim board joint .3� 0-*• t. , 12 Both sides beyond inside face of wall. j Microltam® LVL � .�1 �. * .+� 1� •• �Q'�ti•. 3 12d-16d nails 3 Ya" 2(2' E2 between joists DO NOT overhan seat cuts `'� R1; 9 1.3E TimberStrand® and Parallamo PSL ,r,r.,^� rhfE •4 13/4' 33/"or 3Y2" Both sides Load must be applied even) across 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the YY depth %;",er .j,� �t�C: ` Screws 2 24" pp Y face ofsuppont member: largest hole(minimum) 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails(') 3" 3'2 connections for side-loaded beams. DO NOT cut,notch or drill ` � 202 and beam bearingOne side (3) c2) 12� (per ply) except as Indica ted In holes In headers or beams D� I Yr DID,r �? L5 length.See current 4 12d-16d nails 3Ya" 2 d o 0 o illustrations and Cables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS ° 0 0 6 Y/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 11/8"TJ®Rim Board or 11/a" Parallam®PSL Header or Beam Maximum Round Screws 6/a 2 24" L3 31z" 2 3 One side TimberStrand® LSL. allowed hole zone Depth Hole size "bolts 1. 2 24 O middle%span 4Y/" V m Y2 51/2" 1 Y/4' 0 (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SOW,WS,or Truss LOK-EWPT"" B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7y4'-20" 2" O Q COLUMNDETAILS, (2)An additional row of nails is required with depths of 14"or greater. H1 see illustration for Allowed Hole zona (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 'I� 02 BEAM B2 • Allowed hole zone suitable for headers and beams with uniform loads only. `U 0 2 m BEAM ON Round holes only Q tL � NAILING AT BEARING FLOOR O B3 No holes In cantilevers. O COLUMN CAP (FLOOR) L5 ^ TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1� • No holes in headers or beams in plank orientation. O O 1Y"TJI Rim Board or (Load bearing wall above) v T= ® Joist may l e shifted up to 3"if B4 Use di or B2 rig M -1Ya'TimberStrand LSL. One 10d(0.128"x 3") floor panel edge is supported intermediate bearin S WARNING O m Z W One 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. with load bearingor `� (� Z nail each side.Drive Do not cut joist flanges, Joists are unstable until braced laterally .L r IL t N nails at an angle at braced/shear wall BracingIncludes: IL P1 Plumbing Drop • Blocking • Sheathing O Z Q O least 1�"from end. from above w End of joists 3Y"minimum at centerline L2 s Strut Lines J LU Q� W pp O • Hangers • Rim Board • Rim Joist � tit tl-) Q COLUMN BASE 3 „ intermediate bearing Also see detail B2 of su ort l �r Q- 1/ minimum end bearing 9 single-family applications 5Y"may be required WW for maximum H1 _ _ Shear transfer:Connections equivalent capacity y to floor panel nailing schedule O • d Q -� Q OL j'• Rim to TJI®Joist O O DO NOT walk on joists DO NOT walk on joists DO NOT stack building � �. •-•:4.;::.:. , ® ® until braced. that are lying flat. materials on unsheathed 1Y8"TJ Rim Board, TJI 560 rim joist:Toe Additional joist is required if O O Z 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists. Stack only over V W TJI 110 rim joist: nails,one each side of .� : WARNING NOTES: beams or walls. -�- _ j or if span rating is exceeded. .. o Exterior Deck -11� V_ V - P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 : . O LA DO NOT use sawn Lack of proper bracing during construction can result in serious 1�-1 into each flange floorjoist ,; Attachment lumber for rim g j Structural accidents.Observe the following guidelines: IL TJI®210,230,and 360 rim . O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI® oists must be completely Installed and properly nailed. 1L Ci INSTALLATION TIPS sheathing 9 9 1 PP 1 P Y P P Y ry U1 ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be in t- COLUMN BASE One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but o after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. ill 1 4"minimum bearing into each flange Top View may not be required. O O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1,"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1Ya"TJ Y Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. ®Rim Board or 14" for squash blocks or blocking panels. approximately DATE: SEPTEMBER 2021 TimberStrand® LSL. 12"on-center two 8d(0.113•'x 2Y2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit Ay.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing plan(if applicable)or I-JOIST DETAILS rout Drive nails at an of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered tradelmarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2'minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, T)-9006, which should be referenced for additional information. A - 1� ' ' THE \/ANDERi5l LT DELUXE I I TONN COMMENTS z O APPROVED AS NOTED A GUAL I TY NEW BIOME M017r-L BY DATE: B.P.# � S z FEE�0� - D BY: O �I V OCEAN Gtr INC. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: IL 1. FOUNDATION - TWO REQUIRED �j tu O FOR POURED CONCRETE N Z 2. ROUGH - FRAMING & PLUMBING z - 3. INSULATION O 4. FINAL - CONSTRUCTION MUST O - - BE COMPLETE FOR C.O. d N -- ---__-- - -- - ALL CONSTRUCTION SHALL MEET THEQ REQUIREMENTS OF THE CODES OF NEIA YORK STATE. NOT RESPONSIBLE FOR # } -� DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OFF, - - USE IS UI�I��' FUL - - - - - - - - - - - - - - krJITHOUT CER I IFIUATLi� OF OCCUPANCY �u W O M C )MPLY WITH ALL CODES Of= N A�FWO YORK STATE & TOWN CODE53) RED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOAR - - - ------ - - -FI - -S NISHEDEC OND- - FLOOR SOUTHOLD TOWN TRUSTEES – ----- - - N.Y.S.DEC - ---- DO NOT PROCEED WITH FRMANG UNTIL SURVEY OF FOUNDATION LOCATIOR' HAS BEEN APPROVED. o rgrc rcp ";.tion N rcquired CS per o o N'yS Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 v OF THE TOWN CODE. - FINISHED FIRST FLOOR p. lu luz JL • FINISHED GRADE z z J W I I I I I I I I I I I Ip Q � Qluz I I I FLOOR AREA TABLE � z lu 'o )-- 4 L z I I I I l I I I I I I FIRST FLOOR 1,215 sf > p[lU ® p I I I I I I I I I I - - — — — — — — — — — — — — — — — � SECOND FLOOR 1,202 sf / 1 _r- — m�Q - - - - - - - - - - - - - - - GARAGE 552 sf >L Q } �< — � BASEMENT 1,226 sf O l3 Q I I I I I I I I I I I I I — PORCH 241 sf � Q - F-1 - L-I - - - - - H - �I - - H - - - -� - � - - - - - r' - '� - � TOTAL LIVING SPACE 2,41.7 sf CONDITIONED FLOOR AREA 5k45 9f z (I NCLUDE5 BASEMENT) INFILTRATION VOLUME 37,520 Cf FRONT ELEVATION (INCLUDES ATTIC 4 BASEMENT) SCALE: 1/4" = 1 ft `' C-f•moi% '�.I{fy.�� J INDEX TO I7RAN I NC S12 � 5.25 DRAWING No. COVER 4 ELEVATIONS A_I D LIVERED JUN 0 2 2021 FOUNDATION PLAN A-2 FIRST FLOOR PLAN A-5 2nd FLOOR PLAN A-4 a ❑ ❑ ❑ WALL BRAG I NG 4 ROOF PLAN A-5 12 SEC.TIONOTES NS 4 DETAILS A-6 Q m ' p E:1A-7 5.25 TJI-DETAILS A-8 Q O ------ - �- - -------------------- ----------- ------------ ------ ---------------------------- --------------- ------------------- ---- ------------ ------ ----------------------- -------------- LU 6 F- r - --- --- /U �9 o � r m TRUSS PLACARD;yG REOVIRFQ 0 p Al. 00off iflooff El exterior lighting PLUMBER CERTIFICATION Q o v r ❑❑-❑❑ -❑-❑-�I❑- -- ---- ----- - - - - ------- ----------- ------------------ ------------------ - ------ ------------ ------ k-Al------------------------ — ---- -------- CERT1FtCATON LEAD �O OC NTENT BEFOPF I— m � �i Z Z �- installed,replaced or ®❑1:3 1:1 ❑®❑❑ repaired shall conform CUPANC?' —1 Q 6 o N to Chapter 172 SOLDER USED IN LNATEr j� m °�- It of the Town Code SUPPLY SYSTEM CANNC T / O w6 �JI� ELEVATION ELEVATION TION EXCEED2J10OF1°"� Lf �, lu w0 z S 7- SIDE: ELEVATION Uj SCALE: I/8 - I ft 50ALE: 1/8 = I ft SCALE: I/8" = I ft 7��r-a ���aro>;nmrn PLUMBING � �� a. � z z ALL PLUMBING W" = OL < Blower door &WATER LIN-=c-' X Q _j and ductwork TESTING BEFGr-ECG'.. > z testing required. o 3: V-U Must provide Manuals D, 7and Sasper NYS Energy Code DATE: JUNE 2021 4J i E- ` COVER 4 U J U 1 ? 8 2C,2 1 ELEVATIONS DRAWING NUMBER I A A-6 235# ASPHALT SHIN&LES;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O 3 [R905.2.6) � O 7'-4" 24-4 No. 15 ASPHALT FELT UNDERLAYMENT[Rg05.1.1] V 14'-8 1/4" T-5 1/2" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j SELF-ADHERING POLYMER-MODIFIED V 2x8 [UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER[Rg05.1.2] z0 1/2"(P x 4' GALV. LAG SCREWS AT 16" O.G. 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:r2 SLOPES - - - - - - - - - - � lam! STA66ERED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES � F 7 1/2" STRUCTURAL PANEL SHEATHING [R803.2) O _ BASEMENT ENTRANCE STAIRS LL J (2)-2x10 P.T. GDR I 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� L J !! v,L J 4 REBAR AT 12' ON-CENTER EACH WAY UJI m DECK STANDARD HOOK AND LAP INTO 16" x 8" P.G. Ul FOOTING. 2" MIN REBAR COVER 50LID WOOD BLOGKIN6 O to �i z ABOVE �p O m x Q O - - -- - - -- - - - - - - - - - - - - - - N - - - - - - - - - - - - - CEILING JOIST < ri - - - - - - - - - - - - - - - -4''-_ - - - - - - ---- - - - - - - - - - - - - - - - - , 4.1 F - - 3°24 SL 3024 5L I I DRIP EDGE [R905.2.8.5] Ix8 WOOD FASCIA I 1/2" GYPSUM WALLBOARD E SOFFIT VENTOL _I I II DOUBLE 2x TOP PLATE f VINYL 51DIN5. ATTACH THROUGH RIGID MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] t i INSULATION TO WOOD FRAMING PER - _ -- - -- - _ - I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EMEROENGY E50APE b RESCUE OPENING I - - - i i AREAS AND TO RESIST A MINIMUM 28 psf SUCTION LOAD (EXPOSURE B) OR 40 psf } - J I GAS WATER HEATER [R310] I GONG PLAT 36" H ND I (R-311. A. O. SMITH 7 8] I I (EXPOSURE G). HW o I AND STEPS &PVT 50 200 - BASEMENT 3°68 I Q <- ON 10 IS R5 0 r _ GAPAGITY = 50 gal �t 4" P.G. SLAB I DRYWELL `f L ( 4:-5: - - - - - - - - - - - - - -- - - - - - - - -- -1 U) I I O i PLASTIC HOU5EWRAP INSTALLED OVER FOAM INSULATION. INSTALL AND TAPE ALL SEAMS PER _ NOTE: N F- - - - - - - - - - - - - - - - - - - --- - - - - - - - I `� MANUFAGTURER'5 INSTRUCTIONS [R703.2] � 2x4 WALL STUDS AT I6" O.G. HOLDDOWNS ARE 3-1/2"D 5TL COLUMN I N R-15 UNFAGED FIBEROLA55 BATT INSULATION NOT REQUIRED FOR 6"x10"xi/2" TOP PLATE I I 23'-8" I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) - -) &"x8"xl/2" BASE PLATE I ( I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING O THIS PROJECT. ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I Q GAP-HEAD NAILS WITH A MINIMUM 5/4" (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY I I N I I PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) (TYPICAL-4) I I 0� I I R-13 2(ALSO OS AT RIM JOIST INSULATION IN SECOND 16" O.G. FIELD. w z I I FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING (� [- - - --I r - - __1 7'-2" [- - - -� 7'-2" r 7'-2" I I R _.� _ I it ' I -- --�-j- I -- -- - - - 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE I OOI I N O � - -- I- -------- -- -- F-(Y cQ N O I U- I 1,31 o I I m 2x BAND JOIST o L _ J L _ J L _ _ J BEAM POCKET I Q I I 11 IOI to I I cv I 1 1 (TMP-2) I I Ip Q I I 2x6 PRESERVATIVE TREATED SILL [UG2] IL Nr -I F -I ! I I p ( I FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (3)-2x10 FL HDR L - J(3)-2x10 FL HDR s I S I I I d Q I I - (0 4 1 �� I ttl I ' UNEXGAVATED cv EXTEND 51DINO TO WITHIN 12" OF FINAL 3-1/2"1P STL COLUMN I 13 I I N I - N WOOD SILL PLATE TO FOUNDATION ANGHORAOE GRADE FOR HISTORIC DISTRICTS 4.5"xl0"xl/2" TOP PLATE ! I� I I I I [R403.1.6] 6 &"x8 xl/2 BASE PLATE f d O � I I MINIMUM y_ dta. ANCHOR BOLTS SPACED NOT ON 2'-O"x2'-O"xl0" ' --- ! �j I I- I I GREATER THAN 6 FEET ON-CENTER EMBEDDED r[� DEEP P.G. FTG. ! (2)-2x10 I - I u Q I I O I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH &RADE �J Q �- I FL HDR w � �z_ LU CELLS OF CONCRETE MASONRY UNITS. THE Z -; 3-1/2"0 STL COLUMN O I CD !L I CD�j BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD u V 4 5"x7"xl/2" TOP PLATE tI I x I I Q I I cV OF THE WIDTH OF THE PLATE. A NUT AND (� O I I O 8'xb"Al2' BASE PLATE Q N , WASHER SHALL BE TIGHTENED ON EACH ANCHOR '''' tt LR- N ON 2'-O"x2'-O"x10" 4 I I I I Q 00 I I dJ BOLT. THERE SHALL BE NOT FEWER THAN TWO z J-�-1 Ib 11-- O 302SL I DEEP P.G. FTG. 2�6� I STUD TO SILL PLATE UPLIFT Q O I I BOLTS PER PLATE 5EGTION WITH ONE BOLT STRAP UNDER POST TO ROOF Q LOCATED NOT MORE THAN 12 INCHES OR LESS z LU I ?W O { I I K LATERAL CONNECTION R507.q 2 ( I I I I BEAM (TYP-4) d ( I END OF THAN THE PATE SECTIONLT S (WALLS �M EACH w0= _ til 0 O Q ,t 0- DEG L TE [ ] 13-4 I I I INCHES w .. ? w _ _ J l- o -1 w SIMPSON DTT2 I I 1 0. TOTAL LENGTH OR SHORTER SHALL HAVE NOTO p z tt1 a-z z ILI _ I I INSTALL IAW MANUFACTURER'S SPECIFICATIONS I - - - I I Q I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE vi c� (� ,- Q r- O z 71 _ I (TYPICAL-6) F - - - - - 8" P.G. FOUNDATION 5TEMWALL UPON I CENTER THIRD OF THE PLATE SECTION AND in 1 c0 16" x 8" DEEP CONTINUOUS P.G. FOOTING I SHALL BE ATTACHED TO ADJACENT WALL Q w u i j Q 111 O - I I I PANELS AT CORNERS AS SHOWN IN ITEM cl OF Q L1 <N U V Q Q w ®W L - - - - - - - - - -- - - - - - - - - -- - - - - - - - � I cV TABLER602.3(I). pOd1fL � �� dJ �u O > �� � DECK N I -- -- -- - I! I R-II BASEMENT WALL BLANKET INSULATION O w t - O> m _ ._. m (2)-2x10 FLUSH J (2)-2x10 FLUSHO V O = -w O�/ o - � -� I- - - - - - - - - J - o ABOVE - - - - - - - - - - � [F= � - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - � J� opo, ilk cn �0 40 (V I I I I P.G. FOUNDATION WALL O u._ dJ i1' 0 - CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4z Q `p - - - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY = - w0 w0 w 2'-q" tit- 8'-O" 2'-q" q'-2" 2'-q" 24'-4" AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _N Z STORY [TABLE R404.1.20)] 0 N 2x8 [UG3B] P.T. LEDGER EXPAN51ON JOINT r dJ E Oi 1/2"<P x 4" &ALV. LAO 5GREW5 AT 16" O.G. 5TA00ERED [R50-7.q] (2)-2x10 GDR - (2)-2x10 GDR �/ 4" P.G. FLOOR SLAB O o T1 POURED GONGRETE FOOTING •�, � r,tl` �+a.;, ,`'' L _ J L _ J L _ L _ J _ J L _ J _ J ONUND15TURBEDSOIL [R403.1] 6 MIL POLYETHYLENE FILM t. ••;` ►0" P.G. FTG CONTINUOUS UNDER 5TEMWALL 2° 2' 't`FPk" T` F I OAL MALL SECTION "`di<"r„ 'dr..a♦ a'T�tl�+fie-•� 7-O' &I-011 q'-I 3/4 (91-6 3/16 '7'-0" 24'-8' SCALE: NTS °'•":11:r 4" TE ' IVERED JUN a 1 2021 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH &ALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TTP-q) A-6 (ENGINEERED DE516N) O Q FOUNDATION PLAN m SCALE: 1/4" = 1 ft p . z �Q m z wQ STRUCTURAL DE51ON NOTE JO D_ Z W ELEGTRIGAL LEGEND STRUCTURAL Q 1^11NDOW AND DOOR SCHEDULE In accordance with the 2020 RGNYS; structural Z << k) L z No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL 6EILIN6 MOUNTED REGE55ED LIGHT elements such a5 engineered Wood, steel and x 0- -1 O WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS steel/wood Composite columns, beams„ headers and n RECESSED DIRECTIONAL LIGHT FIXTURE J u- girdors that: - z A UNITED WINDOW 3900 3050V^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf) 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE WALL MOUNTED LIGHT SCONCEX B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf NIA 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 0 z C UNITED WINDOW 6000 3020V N/A N/A 4.3C sf NIA 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sq 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE GEILIN6 MOUNTED LIGHT 1) resist gravity loads, and Q t o FFF2--- D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the rescri tive deli n O E UNITED WINDOW 3900 3050VG^ 30 7/8"x 2613/16" 5.75 sf 11.12sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE OUTDOOR FLOOD LIGHT p p g o provisions of the 2020 RGNYS F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL o � SURFACE MOUNTED FLUORESCENT IL (1i � G UNITED WINDOW 6000 7CX145WA N/AV >5.7 sf 8.574 >5.7 sf 11.86 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sq 32"x 54" G CASEMENT,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) CEILING FAN WITH LIGHT were designed in accordance with H UNITED WINDOW 4500 PD6068V N/AV N/AV N/A'/ N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sq 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE AN51/AWG NDS-.2015 with 2018 supplement. 1 THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT 1 FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS DUPLEX OUTLET Structural elements such as Walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 s' 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR s PQ-- WEATHERPROOF DUPLEX OUTLET that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf[ CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: JUNE 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"'NALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED s� SWITCHED DUPLEX OUTLET I) resist w(nd loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR'40 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sfJ DUPLEX OUTLET WITH GROUND-FAULT ALL FENESTRATION N THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 GIRGUIT-INTERRUPTER 2) are not contained in the prescriptive design FOUNDATION PLAN $ CE 220\/ OUTLET provisions of the 2020 ROWS TYPICAL WALL SECTION Q FLUSH FLOOR MOUNTED OUTLET were designed in accordance with ASCE -I-16 wind TELEPHONE OUTLET provisions and acceptable engineering practice. DRAWING NUMBER Q DATA OUTLET where such elements occur in the plans, they are QT TELEVISION OUTLET annotated "ENOINEERED DE5,I0N." A == 2 A A-b NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GONSTRUGTION -7'-10 1/2" 10'-6 1/2" 12'-7" 6'-4" O GODS OF NEW YORK STATE 24-4 V RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNY5. Both REScheck(U.S. Department of Energy) and REM/Rote (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL N [ CODE Z software was utilltzed to demonstrate compliance. All FOR FUTURE SOL R ELECTRIC INSTALLATION [TI03.q] O �- mandatory provisions of the 2020 ECCGNY5 - Residential WOOD STEPS Provisions are in force. ATTIC PATH Y FOR SOLAR ELECTRIC [T103.8] V INSTALL 2"0 VERTICAL SCHEDULE 80 PVC CONDUIT / RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, 8,_O,t WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS WO "-, _ belief and professional judgement,these plans comply with the ABOVE OR G PS AT EACH TERMINUS [E3802.3.2]. CLOSED CELL SPF Energy Code. Furthermore,as a RE5NET certified rater (I.D. WLU No. 26143gl), I certify that these plans comply with the Home F- _ 04040 Energy Rating System (HERS) program. A signed certification a O O Oi"� O O4 ° O of compliance with the HER program (HERD) will be submitted LUHu Q PIG RE �l of the constructed building to demonstrate compltane. N Q 0 , ,.__ !X Y-�z (3)-3050 (b 6°68 = ___o_w 1 I_ _ __L_ 4 GYPSUM BOARD J 1 R301.1 CLIMATE ZONE: 4A Suffolk,NY Q J- (2)-1.-75x11.25 LV_ HDR (2)-1.75x11.25 LVL HDR FLL -- ---�-f �J1174 CONTINUOUS BEAD OF w(0 J (ENGINEERED DESIGN) (ENGINEERED DESIGN) I iV I DW I I cFu N SEALANT 8401.2 COMPLIANCE: This project complies with 2) Section R405 V L _ _ ------ - _--_J_ (� - Simulated Performance Alternative, and the provisions of v r -7 I "- J, l o u, I I I_. 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." N EXTERIOR -� i 12'-8" " Mandatory requirements: IR INTAKE = KITGHEN i I „ _ R4013 CERTIFICATE: Builder to post per Code. z iS [81006] 23-4 m I 6FG1 36 GUARD [8312.1] CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 I __ IWx ' SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans, m R402.4.2 FIREPLACES: Factory built with UL M doors. -- ___________ I r 3 " H ND I [ 11.787 O CONTINUOUS MINIMAL R402.4.3 FENESTRATION, See window/door schedule EXPANDING FOAM AT WINDOW 8402.4.4 FUEL-BURNING APPLIANCES: All room heating and �N FAMILY ROOM BREAKFAST o I' I BA EM NT EN GE hot water heatin Iiances to be direct vent with both -'- = sFu i -7-O" i 4'-4., O LU EXPANDING I O <- O N Q UNIT PERIMETER 9 �p O O �� `9 L OO Y Intake and exhaust pipes installed continuous to the ---- ----------- 8` ' �� UL 121 LISTED AND I- = I- N WINDOW UNIT outside. �- LABELED 36" Q I -- = 6FU R402.45 RECE55ED LIGHTING: IG-rated and labeled as FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT O 0 I ° IqP having an air leakage rate of not greater than 2.o cfm FIREPLACE [RIO04] THROUGHOUT FIRST STORY O O O ~ I;� I eFu q, per Code. ' 25 cfm CONT. I - I - j li MAX. U-FACTOR 4 5HGG+ See window schedule. Prol TECHNOLOGIES _ sru ELEG. PANEL Imo- R403.1 CONTROLS: See plans for thermostat Information. MODEL T-705 iv TO ERV I 11 j R403.3.2 DUCT 5EALING: All duct joints shall be PROGRAMMABLE [MI505.4] j mechanically fastened and sealed with duct mastic THERMOSTAT _______ CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. -,1t��- -�,}L I I E �- E j �� =1 EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not T T F I I E -��_ i I i UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LV! FLUSH (3-7' LONG) (2)-2x10 HDR j E i I) ! R403.3.5 BUILDING CAVITIES: Framing cavities shall not be 16FGI E ----�� o �1 i used as ducts or plenums. 6'-b" II'-4" REF I J _ I I R403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate rFcr qx4 POST RF I II _ � • LOAD BEARING WALL I I .� mechanical system piping carrying hot water to on p 36 GUARD [8312.1] I I I i ! R-value of not less than R-3. (SHADED) d I I O 0000 I R4035.1 HEATED SERVICE HOT WATER(SHIN) CIRCULATION m ( 2¢IQ PDR 3'-O" SYSTEM: Not In project. 4x4 POST I HEAT DETECTOR v 1 II CONTINUOUS BEAD OF d 36" RAILING O I II O SEALANT R403b MECHANICAL VENTILATION: ERV continuous T � N_> N I _ F 4" cv ventilation system specified to the plans exceeds the cn U 10 R m I 4 6" 4 6 cl'-2 K I II minimum efficacy of 1.2 cfm/watt. 4x4 P05T 9LJ1 1-11 R403.°T HVAC, EQUIPMENT: 51zed In accordance with ALGA Manual J and Manual S. SELF-CLOSING 20-min I GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable I 36"GUARD [R312.1] ' z 20 cfm CONT. TO ERV 2H7° [MI505.4] _ R405A SNOW MELT: Not In project. u I 7'-6" 3'-2" N G - -- -- -- -- -- R405.10-! j I R403.10 POOLS AN SPAS, Not in project. 1 Q 2&1Q m (3)-1.75 x 14 LVL DROP HDR CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not In project. ' �p tK v ry (V m 2 0 2-6 (ENGINEERED DESIGN) r---------------ll ADHESIVE 8404 LIGHTING: Builder to Install high-efficiency lamps in at - 1z o least BOSS of permanently Installed fixtures. 4 I t1 rn INTERIOR GARAGE WALLS: I II ,CONTINUOUS BEAD OF o 1� I i � CO � 6FCI R-15 BATT INSULATION GARAGE I II SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE. This method was DOUBLE J -� Q Ys" GYPSUM BOARD 5" P.G. SLAB u� i SMOKE 8 G.O. `1 PITCHED TO DOOR I I X softwareI' used to show compliance with the Energy Gode. REM/Rate , I} tG. FL HDR fL �I\ -i I DETECTOR (TYP) 0 -- - 2020 IEGG Ene ed to Cost odel the Gomhance�ie repng ort rovided with 1� J J '� GARAGE CEILING: I I I r (� Permit Application REScheck was used to model the building O ~ I x } } DINING ROOM �I �J 2" CLOSED-CELL 5PF ermit Application. based R national standards - see Rhe buil k 'L LI�/ING ROOM s I'r 0 (� y2[ABLE R30.6]D } Q I I _Oi Z �-� - - I I I j, performance Certificate and Inspection Checklist provided with N r- I x J FOYER (� Permit Application. "� � � 14-O 4 � �°`pp 1� IT �' HAZARD 61�AZING [8308.4) � �� I II ' ' I 4't -: -:I cv 1_ t I I 14" (1 1 jj�(m I �J Z CONTINUOUS BEAD OF 111-011 O I 24'-O" I I a- Z z 1K- _ __ Z_• �_ der -a ' SEALANT - L_____________ ply Ozal GYPSUM BOARD 1 t_ (2)-1.75 x 11.8-75 LVL HEADER I - Q Y Q - t- O Z r ! i (2)-2x12 HDR R.A.G. �-• Q _ SEE PORTAL FRAMING DETAIL Ili Z r Z CD I iV 3°-7°/(2)-I°T° 5L 6rcl O c4 iL U--I I L- -- - -- 3�'° 3°5° > Ft w ( ®W (2)-1.75 x 14 LVL FL (2)-1.75 x 14 LVL FL '�Q CONTINUOUS BEAD OF 5 06FG� O O - ({) tx Q I SEALANT (2)-3050 4 _ PORCH (2)-3050 W O } Q 1z 5/4x6 DECKING (v (1 N O Q i� CONTINUOUS MINIMAL F il� V 1 z Q EXPANDING FOAM AT WINDOW O 2'-q" O q'-2" E 2 q" U 8'-O" 2'-q" O q'-2" O 2'-q" b'-3" II'-10" b'-3" < Q UNIT PERIMETER t- ' WINDOW UNIT (OR TABLE 8402.4.1.1 .2020 O ry 4x4 P.T. POST (TYP-6) WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (+-\� INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR- it INSULATION INSTALLATIO N ® -- -- -®- -- -- -- -- -- --�----- -- -®- -- - COMPONENT AIR BARRIER CRITERIA CRITERIA I A continuous air barrier shall be Installed in the a+-"'" `»:R®r•"." CONTINUOUS MINIMAL building envelope. Air-permeable insulation shall not be used as .' i. EXPANDING FOAM AT WINDOW WOOD STEPS .�?'' ? a ;�'�`^ General requirements The exterlortherrnal envelope contains a •`` .".•R•"" •.'^ �•, q p a sealing material. UNIT PERIMETER continuous air barrier. g Breaks orJoints;in the air barrier shall be sealed, 15'-2" 7'-O" 15'-2" 24'-4" C . =°t1,"•`�`►•/// 1 y c t ! 1 , i The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps In the air carrier shall be sealed. The Insulation In any dropped ceiling/sof it 61'-8" t'` l��! Ceiling/attic shall be aligned with the airbarrier. '3 � :�'t CONTINUOUS BEAD OF Access openings,drop downstairs orknee walled' . ;, t, ; °`,^+d•• doors to unconditioned attics aces shall be sealed. '» ` SEALANT Cavities within corners and headers of frame F•q;;a`tt + v4*,r°' walls shall be insulated b completely fillip i! The Junction of the foundation and sill plate shall be y P y g sealed. the cavity with a material having a thermal A li resistance of R-3 per inch minimum. I ST FLOOR OO PLAN I J\ �I DEL- ERE JU'� 0 2 2021 GYPSUM BOARD Walls The junction of the top plate and the top of exterior `J J,,,, LAI� i, wails shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: I/4" = I ft ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air J - CONTINUOUS BEAD OF carrier. SEALANT Windows,skylights and doors The space between window/doorjambs and framing,and s li hts and framingshall be sealed. IY1 i Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be Q - - - installed to maintain permanent contact with � i! j 2" CLOSED-CELL 5PF the underside of subfioor decking. �( Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation �\ O � r I I shall be in contact with the top side of � - and floors above garages. edge of insulation, sheathing or continuous insulation installed TENSION STRAP [R602.10.6.4] 1L „.......,',,,,,,, on the underside of floor fram ing; and I6 go x 3" STRAP TIE (SIMPSON GMST0I6) '''' tt lh O extending from the bottom to the top of all INSTALL ON FRAMING INSIDE GARAGE J�-1 Q perim eter floor framing members. (IN ADDITION TO UPLIFT 5TRAPPING OUTSIDE GARAGE WALL) (1 O 1-1 Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided U5= TOTAL OF (58)-Ibd NAILS, HALF AT EACH END J CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor Insulation,shall be ALLOWABLE TENSION = 4,585 Ib (AT 60% LOAD DURATION) T_ ' overlapping oints taped. permanently attached to the walls. (ENGINEERED DESIGN) (TYP-4) `//;i FULL WIDTH OF SILL Duct shafts,utility penetrations,and flue shafts DOUBLE TOP PLATE 'J ;Jj Shafts,penetrations opening to exterior or unconditioned space shall be IL � (y i I FOUNDATION WALL sealed. - O Wd- �; Batts to be installed in narrow cavities shall O Z V be cut to fit or narrow cavities shall be filled �t m W W Narrow cavities � _ < Z O with Insulation that on installation readily CONCRETE SLAB conforms to the available cavi space. ui - Z I Air sealing shall be provided between the arae - STRUCTURAL DESIGN NOTE lu m g P garage m ELEGTRI GAL LEGEND %• '\ _ - __.____-_.___-- and conditioned spaces, 1 W W Garage separation U Recessed light fixtures Installed in the building Recessed light fixtures installed inthe In accordance with the 2020 RGNYS• structural Z Z X I--- - - - (2)-1.75x11.8-75 LVL HEADER ,..LL, < V �l Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be a!rtlght 4- CEILING MOUNTED REGESSED LIGHT elements such as engineered wood steel and -i surface. and IC rated. _ 'f1" /X". i In exteriorwalls,batt insulation shall be cut N = steel/Wood composite columns, beams, headers and n T RECESSED DIRECTIONAL LIGHT FIXTURE -I Q.•_ /' neat) to fit around wiring and lumbin or 1rders that: P 9 N 1 = Y g O N g ~ Plumbing and wiring Insulation that on installation, readily - _ WALL MOUNTED LIGHT SCONCE conforms to available space,shall extend OZ behind i in and wiring. BLOCK AT 5P5 1) resist gravity loads, and V W PANEL EDGES CEILING MOUNTED LIGHT Y !1✓ 2 The air barrierinstalled at exteriorwalls adjacentto Exteriorwalls adjacentto showers and tubs h Showerltub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. OUTDOOR FLOOD LIGHT 2) are not contained in the prescriptive design 0 shower or tub. provisions of the 2020 RGNYS ll- O The air barrier shall be installed behind electrical 1� SURFACE MOUNTED FLUORESCENT LL N 11) NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed in DOUBLE 2x4 FRAMING CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be Installed. Were designed in aGGOrdance With ` " (2) ANCHOR BOLTS a ' THERMAL ENVI=LOPE. THIS DETAIL SHOWS HVAC supply and return register boots that ;;•;•::::. ;u; �.a.;;'; CEILING FAN WITH LIGHT ANSI/AWG NDS-2018 with 2018 5U lenient. TYPICAL METI-1005 OF AIR-5EALING USING penetrate building thermal envelope shall be sealed : • •. PER SECTION pp VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots I to the suafloor,wall covering or ceiling penetrated ,. DUPLEX OUTLET Structural elements SV Nails ADHESIVES AND SEALANTS. FRAMING b the boot. a y ':j•' '�� .. '�' •f.''_ •� d' •;y �':•.+�� such as IIs and fenestration ]i,.d . HOWN SUCH AS 4,c.•'' :t` r .i...' :," `:'.. ".�:..; CONFIGURATIC N5 NOT 5 Where re uired to be sealed concealed fire j; .. that: j, 5 SHALL BE •. ATHERPROOF DUPLEX OUTLET CANTILEVERS AND STAIRWELL » SEALED IN A SIMILAR MANNER To PROVIDE FOR sprinklers shall only be sealed Ina manner that Is . , •r � :• DATE: JUNE 2021 A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended ay the manufacturer, Caulking or '' .: '' • .,`� •`» ; . �• �• 4 ` w • s� SWITCHED DUPLEX OUTLET I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. other betweadhesen sealants shall not plates used to fill voids between fire sprinkler cover plates and walls FASTEN SHEATHING PER CODE � DUPLEX OUTLET WITH GROUND-FAULT or ceilings. [R602.10.6.4] ,Fc, GIRGUIT-INTERRUPTER 2) are not contained in the prescriptive design FIRST FLOOR � 220V OUTLET provisions of the 2020 RGNYS PLAN AIR SEAL I NO DETAILS AIR SEAL I I`O NOTES FO TAL FRAM I NO DETAIL. 0° FLUSH FLOOR MOUNTED OUTLET were designed in accordance with ASCE -1-16 wind SCALE: 3,14" = I ft SCALE: I/4" = I ft ® TELEPHONE OUTLET provisions and acceptable engineering practice. DRAWING NUMBER Q DATA OUTLET where such elements occur in the plans, they are Q TELEV15ION OUTLET annotated "ENGINEERED DEVON." A - 5 z A A-6 --------------------- I p 1 23'-85" I 1 13'-b" � V O 7'-2" i 2'-6" 6'-10" 4'-4" O N U" A LU Xo O 4 0 �� O 3°5° ° ° q'-a" s IN6 PIG RE �1 Q Z 35 - _ s a i = 4„ Q BEDROOM 3 BEDROOM 4 — ,n Q Q A 6°I b a'-o" c Ht 5'-0" G Ht Q � M BATH - TRANSOM GL m 6'-0" G Ht # fV N Of * o r�FGi (F) O HVAC EQUIPMENT IN ATTIC O _ \x ❑T 20 cfm CONT. GAS OR PROPANE FURNACE: LENNOX ELIG6UH070XE36B -a a TO ERV WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] IL I CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 -� = [MI505.4] 20 cfm CON . c.*- LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENER6Y RECOVERY VENTILATOR IL Pro I TEGHNOLOGIES - N - TO ERV �p --------- --------------------------------K!5TALL-E�V UNI-T IN-G0ND7-T40NED IG. HEATING GAP: 64,000 Btuh;AFUE = 96.11 - 7 - , sFcl - - ATT MODEL T705 Ln N v BA-[} [MI505.4] DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. INDOOR GOIL: LENNOX CH35-3013+TDR ____ PROGRAMMABLE - OUTDOOR UNIT: LENNOX MLI4XGI-036-2300;AHRI 203374690 ® THERMOSTAT GL ® N e § COOLING GAP: 34,500 Btuh;SEER = 15.10 cJ 2-70 2&10 �J 2470 3'-O' 1[ 3'-O" HEALTHY CLIMATE HRV/ERV VENTILAITION PUSH BUTTON CONTROL INSTALL IAN MANUFACTURER'S SPECIFICATIONS spot OWER INSTALL IN AN AGCE551BLE LOGATION ON A 2nd STORY WALL. 5Fc1 STALE AIR TO OUTSIDE AND FRESH 4IR FROM OUTSIDE: 6" dia. DUCTS CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 co 5 srioKE a C.O. _ I��— — � _ 1 HALL ® ®DETECTOR (TYPJ 4 IA.C.RTURNI 24'1° 0-1 �p 20-10 � cce FRESH AIR TO INSIDE DIFFUSER IN HI�LLWAY: 6" dla. DUCT 10'-0" HALF WALL m L � m 24-10 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. A (2)-2x10 HDR -- — � IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL I5N485 _ ALL DUGTS INSULATED TO R-4.2 _ (2)_-1.75x9.25_LVL FLUSH -__--------------------- m 3°5° (ENGINEERED DESIGN) i H ND -I - - - -- --- _-! `� BI-FOLD O I BEARING WALL 5Y5TEM TO BE SET AND BALANCED tO CONTINUOUSLY PROVIDE [MI505.4.4]: cv m 261 m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM ® D -� cn RYER ' WASHER x AND MINIMUM 25 cfm EXHAUST FROM,KITCHEN. 36 H ND I [ 1 . .5] 5 I 3'-2" 4'-6" DRYER EXHAUST [M1502] I 12" x 12" AIR TRANSFER &RILL IN GEILIN6 _ r N DOUBLE FRAME Q Q p —OPENING BEDROOM 2 N m ~ - 5'-0" G Ht -7 U V i cn O x x 4'I 1 V N 2t N N MASTER BEDROOM I Z I _ `fl a'-o" G Ht 4" GL W.I.G. 1 14'-O" 2'-2" 5'-6" 4" 14'-0" i L m H LU cn m � p (2)-1.75x14 LVL w/HTS30 MTL STRAP AT EACH END Z (2)-1.75x14 LVL_w/HT530 MTL STRAP AT EACH EN I Z>p- Z Z (ENGINEERED DESIGN) � }- _ -a�- O-j w (ENGINEERED DESIGN) I 2x85 GJ AT 16" o.c. (� \ Z W 5 5 2x4 GJ AT 16" o.c. 1 lI� \J J_ Q - F (2)-2x10 HDR E d IK LU p Z 0 z __ __ __ - (2)-2x10 HDR 51, CLOSED-CELL SPF I ------------------------------------------------------ Q �` �Z t- p p LU BETWEEN RAFTERS CIL (2)-3050 (2)-3050 1 - S1 Q I 1 Ow O Q I I � QI I I I ---------------- I I ' I L----------------- J ,.• Ar. � k .fir^ '.. 4�',rO•.. A-6 tin ?Af fr..ssS _.DEL)VEREn 1 ii 5E00ND FLOOR FLAB SCALE: 1/4" = 1 ft pF- x O� r ox ' gym ° Z J CJo , z N 50LAR-READY m fj Z _ �- CERTIFICATE ia-1 m Z Q JU 1U This home has < Z p STRUCTURAL DESIGN NOTE incorporated features at ELEGTRIGAL LEGEND v O m Z the time of initial IR In accordance with the 2020 RGNYS; structural Q z Z Z construction to enable the o o CEILING MOUNTED REGESSED LIGHT elements such as engineered wood, steei and Z (L_ installation of solar steel/wood composite columns, beams, herders and X -i Q —1alactrlG >. RECESSED DIRECTIONAL LIGHT FIXTURE girders that: Z OL The solar-ready roof o z WALL MOUNTED LIGHX � T SGONGE / zone is shown on this O UIT GEILIN6 MOUNTED LIGHT 1) resist gravity loads, and LH v w t- construction plan excerpt � VV t- GO U and is free of GO UIT � OUTDOOR FLOOD LIGHT 2) are not contained in the prescriptive design O O obstructions that would provisions of the 2020 RGNYS }L N SURFACE MOUNTED FLUORESGENT In limit placement f solar were designed in accordance with panels. GEILIN6 FAN WITH LIGHT ANSI/AWG ND5-2018 with 2018 supplement. _=L)z=r" Plastic conduit for future o DUPLEX OUTLET electric Hiring has been Structural elements such as walls and fenestration 1. Installed through walls at :->PQ= WEATHERPROOF DUPLEX OUTLET that: DATE: JUNE 2021 SOLAR-READY the locations shown to � s� SWITCHED DUPLEX OUTLET I resist wind loads ROOF ZONE facilitate the installation ) , and of wir(ng between the DUPLEX OUTLET WITH GROUND-FAULT GIRGUIT-INTERRUPTER 2 electric service panel and sFcl ) are not contained In the prescriptive design 2nd FLOOR roof-mounted solar C):-: 220V OUTLET provisions of the 2020 RGNYS PLAN panels. [] FLUSH FLOOR MOUNTED OUTLET were designed In accordance with ASCE 7-16 wind TELEPHONE OUTLET provisions and acceptable engineering practice. DRAWING NUMBER Q DATA OUTLET where such elements or-cur in the plans, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI05.10] TQ TELEVISION OUTLET annotated "ENGINEERED DESIGN A === 4 i z O BWL B BWL A ' ROOF LINE -o" 5'-O" 5'-8" ( O 31-411 -} ` -; J TABLE R802 5 2 RAFTER/CEILING JOIST HEEL 2 4 � -- = - --- -------- - -------- ---- --- -- BWL I ; ,i, ,b,c,d,e. QC ( } JOINT CONNECTIONSag ° z r GROUND SNOW LOAD(psf) i 4 i -- - -- LU `? -,:� a I i 20f 30 O n / ;i" RAFTER z N OL RAFTER SPACING Roof span(feet) - AGGE55 ROOF _ SLOPE N IL (inches) 12 20 28 36 12 20 28 36 N O Required number of 16d common Q �y p \ Q li ) nails per heel joint splices Q Q ? lii i 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 # - � i cv � , �� i „;`.'� � t; 24 7 11 15 19 7 11 16 21 12 ti ° \I � N 1. . . 1 4:12 16 4 6 8 10 4 6 8 11 1 ...._.....,__I .......__(;_.,..... 1_,....._... = �.__._ _� .... 24 5 8 12 15 5 9 12 16 - r-M" ___..._ _.__......J r..._ ...._. O /,. I , P05T DOWN POST DOWN POST DOl^Ild Q 12 3 4 5 6 3 4 5 7 i 1 m O 1.�5 x I6 LVL STRUCTURAL RIDGE ! ' AGGE55 ROOF m f 5:12 16 3 5 6 8 3 5 7 9 1 I I r I I VL9 RIDGE ry 7 9 12 4 I 75 x 16. x 24 4 7 10 13 -.� ._.__.. . .-....._ i I �1 12 3 4 4 5 3 3 4 a 5 ;.__.__..__.._.-N-_- r.. � 7:12 16 3 4 9 5 6 3 4 5 6 ---------- I ., ' � � ^' � ,: •, 24 3 5 7 9 3 5 7 9 -� ROOF BELOW _ 12 3 3 4 4 3 3 3 4 9:12 16 3 4 4 5 3 3 4 5 I _ 1 ? , --_-- sfi 2x10 RIDGE 24 3 4 6 7 3 4 6 7 12 3 3 3 3 3 3 3 3 I ,., 9 12.12 16 3 3 4 4 3 3 3 4 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 24 3 4 4 5 3 3 4 6 IN5TALL 2"(P VERTICAL SCHEDULE &0 PVC CONDUIT THROUGH ALL WALL5 TO ATTIC, WITH LU TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SI: 1 inch=25.4 mm, 1 foot=3 04.8 mm, 1 pound per 8 tc ! _ Q [E3bo2.3.2]' -O square foot=0.0479 kPa.� , g r - _ ,.- BNL 2 { ! x � �,, X ! "s o a. 40d box nails shall be permitted to be substituted for 16d N common nails. 2a_aaa a 2a a,a I 2a an 1 2a_aaa N i w i AGGE55 ROOF b. Nailing requirements shall be permitted to be reduced 25 _ i Q percent if nails are clinched. I ; C. Heel joint connections are not required where the ridge is s supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by 2x10 RR AT 16' ox.. 2x10 RR AT 16" o.c. r 2x10 RR AT 16" o.c N vertical struts or purlins to a load-bearing wall the 2x10 RR AT I6" o.c. I p g : tabulated heel joint connection requirements shall be Z _ _-- -.___ �............... ... ROOF LINE _._ .__.._...I __-_....._.._.____....__..... HALL LINE permitted to be reduced proportionally to the reduction in - span. e. Equivalent nailing patterns are required for ceiling joist ROOF 1-51-717- to ceiling joist lap splices. m SEGO I ` D STORYY `4 L3L PLA - SOLAR-READY ZONE [TIo3.3] f. Applies to roof live load of 20 psf or less. z ti'- W z PROVIDE5 36" WIDE AGGE55 PATHWAYSTabulated heel joint connection requirements assume } 4 ri `p Z V SCALE: 3/16° = I ft Q FROM EAVE TO RIDGE WHERE 5HOWN g q V_ O Z W [R324.6]. THE 50LAR-READY ZONE 5HALL that ceiling joists or rafter ties are located at the bottom V < = F Q z REMAIN CLEAR OF OBSTRUCTIONS 5UGH A5 of the attic space. Where ceiling joists or rafter ties are vLU + o PORCH ROOF BELOW N VENTS, ETC. [TI03.4] located higher in the attic heel joint connection z g_ z Q W (TYPICAL-3) requirements shall be increased by the following factors: O > iK W 00 m � < Hc/HR Heel Joint Connection Adjustment Factor 0 O p},-r Q I 1/3 1.5 +�- p Q 1/4 1.33 < 115 1.25 ROOF FLAN 1/6 1.2 1110 or less 1.11 SCALE: I/4" = I ft where: 1--1 BNL E BW D BW G Hc=Height of ceiling joists or rafter ties measured vertilcall Fwt".�°"'r•r-- above the top of the rafter support walls. C.#fww. HV-0 112R=Height of roof ridge measured vertically above the top of r wwwv. , ' �3'-4 I/2" ; '7'-7" 4'-4" ' the rafter support walls. - . -------------- ----- -- BWL 3 t BRACED WALL PANEL CALCULATIONS '4a w - Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story ERED M1 0 2 2029 Numbered Lettered Wail Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty 2.41-411 , Roof Eave-to-Ridge Height 0.84 0.84 7'-4" $ �'- ----- I Wall Height 0.90 0.90 BWL 4 Number of Braced Wall Lines 1.00 1.00 2 O p m ' Additional 800 Ib Hold Down 1.00 1.00 NIA O-I N 'I 1 Q Gypsum Board Fastening 1.00 1.00 N/A J-4-J Q Wind Factor Total 0.756 0.756 X O IL ........: s,µ Braced Wall 140 mph Total Bracing O -. -- Braced Wall Bracing Wind Factor !� Line Spacing Required Required Length Status z LJ Line Method Total �- (ft) Bracing (ft) Bracing Provided (ft) O O v r I 1 CS-WSP 30.61 7.13 0.756 5.39 23.33 OK 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK B _S-WSP 37.00 8.40 0.756 6.35 23.00 OK O Z p It A ('S WSP 37 00 8 40 0 756 6 35 31 00 OK CA i Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DEVON NOTE w A- z Lower Story Q �Z j,u Wj' Z In accordance with the 2020 RGNYS structural Z Q Dwelling Garage Comment r N I Exposure Category 1 AO 1.00 Ex B; 2-St (Dwelling): 1-St (Gar) elements such as engineered wood, steel and -I O p 9 p y { 9). y Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage} steel/wood composite columns, beams, headers and _ L girders that: Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) g ,` t- Z Number of Braced Wall Lines 1.00 1.00 2 (dwelling & garage separate calc) 0 z - , - -- 1) resist gravity loads and V W _... , Additional 800 Ib Hold Down 1.00 1.00 NIA g y Gypsum Board Fastening 1.00 1.00 NIA O 2) are not contained in the prescriptive design cN Wind Factor Total 0.884 0.760 p P 9 --fi ------ }--------= - - --- BNL 5 provisions of the 2020 RGNY5 N IL tn ! X17'-6" 8'-l0" 4'-a° were designed in accordance with qu I a_ " as Braced Wall 140 mph Total Bracing g Braced Wall Bracing Wind Factor AN51/AWG N05-2018 with 201.5 supplement. I Line Spacing Required Required Length Status Line Method Total �I I (ft) Bracing (ft) Bracing Provided (ft} Structural elements such as walls and fenestration I' 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: I6 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: JUNE 2021 5 CS-WSP 31.67 13.67 0.884 12.08 29.33 OK 1) resist wind loads, and _....__..._._. ._._.._... .-. ..._ .._,.... .__.,....._.__........_....._ ........._... . ._._....,...._...-___._.... ._._._-._v................_..... __._._... , C CS-PF 24.33 5.87 0.760 4.46 8.00 (at 1.5x) OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained in the rescri tine design- p P 9 WALL BRACING � �. --------.----------------- D (dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with A50E -1-16 wind F I R5T 5TOi�1' 5NL PLAN provisions and acceptable engineering practice. DRAWINO NUMBER 50ALE: 5/16 = I ft where such elements occur in the plans, they are annotated "ENOINEERED DEVON." A == 5 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-39 Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.'15 x Ib LVL STRUCTURAL RIDGE X2" STRUCTURAL PANEL 5HEATHIN6 OVER I- (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOFI R-3C, 6" THICK GI -CELL SPRAY POLYURETHANE FOAM (SPF) -----------------------------------------------------I-----------------------------------------------------------------------------1 WITH X2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC, ASSEMBLY [R316.6] WOOD BLOCKING O I v _ _ - _ - - - - - - - - - - I I GABLE WALL IN50LATION: 2x12 GRO55-RIDGE 12 12 10 _ _ 1L CONTINUOUS R-5 I-INCH RIGID FOAM XPS; r > I FALSE GABLE 5.25 I — --- -- -�5.25 W - I � I CAVITY R-13 2" SPF - m I I FULL-HEIGHT Lu ,^ I B5HEATHI NO -------- --------------- _ _------------------------------------------------------- EHND LEDGER SEALED ATTIC (INDIRECTLY CONDITIONED) z V CEILING r 2x6 RAFTERS AT Ib" O.G. 12 2x8 GJ AT 16' O.G. SMOKE $ G.O. 2" SOLID W" O MASTER BATH - - - - -7 �- - - - - - - - - - I LAUNDRY >I I - -" - - -' �- - - - - FAMILY BATH � 1x8 TRIM BOARD 81 0 U� DETECTOR IN ATTIC, WOOD BLOGKING 1- � y y I I } I }� I I I > I SOFFIT VENT - Q (V _ � I I SII ;r, I II I p — I I WG I I I WASHER I I I WG I TYPICAL INTERIOR WALL 4" LAV. LAV. I I I I LAY. I 2x4 STUDS AT I6 O.G. (2)-I.-15x14 LVL FL HDR 1/2' GYPSUM # - NOTCH TOP 51DE UNDER ROOF BOARD FIN15H } I (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-Y-," I Xz/ GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUGT5 SHALL BE TUB I I I TUB I (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p � SECOND STORY WALL CAVITIES SHOWER I I 2x4 STUDS AT I6 O.G. z AND SECOND FLOOR PLATFORM. I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR ____L--__ ____ _____ _____ _ �__ ____ I (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN d O ---------- ------------------- - I-1/2" 3" W 2" W 2" W I 2 W I 2" W 3" W I-I/2" W i R-15 UNFAGED FIBERGLA55 BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 2° 1 I I 2" W I 3" W 2 W G.O. VINYL SIDING OVER HOUSEWRAP OVER R-5, I XPS INSULATION d — OVER 1/2 STRUCTURAL PANEL SHEATHING GS-W5P WOOD FLOORING OVER N i 3/4 PLYWOOD 5UBFLOOR G.O. I•- 2 3�� W -I- -----------------------------------------------------J (2)-1.75 x 14 LVL FLUSH HDR �� n CEILING R-13 2" GL05ED-CELL / SPF ,' 14" TJI-560 FJ AT I6" O.G. - -- - I -POWDER I KITGHEN I ul AT RIM JOIST I tl II w II 14 TJI-560 FJ AT I6 O.G. >I >) > i Qii STAIRS1iQ o U / _ I _ I I I I (2)-1.75 x 14 LVL FLUSH HDR z 1 1 z (3)-1.75 x 14 LVL O 1/2" GYPSUM BOARD FIN15H Q WG KIT SINK I I LAV. I pyo I ' I II I 1 IIS I LIVING ROOM FAMILY ROOM Ist FLOOR PLATFORM m ist FLOOR __ _ WOOD FLOORING OVER _ --------------------------------- --------------I-I/2" H ---- 3.. ---------I-- ------------------ ------ 2��W----- ------- -------------------------------� 3/4" PLYWOOD SUBFLOOR G.O. 2 W I W 2" G.O W I GROSS BRIDGING AT MIDSPAN 2xlO FLOOR JOI5T5 AT 16" O.G. 3" I.y 3 . I I CEILING I R-13 2 CL05ED-GELL SPF II II I AT RIM J015T r 1- STAIRS 4' (3)-1.'15 x 11.85 LVL GDR N BASEMENT FINISHED GRADE (INDIRECTLY CONDITIONED) -1 (4)-3/8" LAG SCREWS I FIN15H GRADE SILL 001\15TRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x(o P.T. NG36) SILL ON TERMITE SHIELD G.O. 4" I"1 N w ON SILL SEAL WITH 1/2" ANCHOR BOLTS t ` I 6 (5EE TYPICAL WALL DETAIL) V TO APPROVED t' Q HOUSE TRAP SANITARY 5Y5TEM 1/2" GYPSUM Q `9 8 POURED CONCRETE FOUNDATION STEM WALL _ FULL HEIGHT R-11 BLANKET WALL INSULATION 1 I 1 m W O BASEMENT FLOOR __________________________________________________J UPON I6" x 8" Ht CONTINUOUS P.G. FOOTING BOARD FINISH N AS MANUFACTURED BY GERTAINTEED CORP. JJ-J ------------------------------------------------------------ --------------------------------------- [R3o2.7] - m Lu MINIMUM 3'-0" BELOW GRADE ASTM E84 MAX. FLAME SPREAD INDEX S 25 W FLUME31 NO RISE D I AORAM 4" P.G. FLOOR SLAB m MAX. SMOKE DEVELOPED INDEX 5 50 z lT w z SCALE: NITS TOP OF BASEMENT SLAB d z lu lu p }- d � pz z 0IL z t- z 30"x 30"A2" DEEP P. GONG. SPREAD FOOTING < } iv !lj ®0 w/(3) #5 REBAR E.W. Q-4 -�Q O O> Q< LL- VI �� QpU R I DOE TENSION 57RA �: SECTION A � 0 � WRAP STRAP OVER RAFTER I ft (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" = e�5F / •!1 RAFTr-R TO STUD : WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP `r.rtl ,� .. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION DEU., 1 REO JUN D Z 2021 WHERE RAFTER ALIGNS WITH STUD 2x ROOF RAFTERS AT 16" O.G. Q m USE GALV. HURRICANE TIE BETWEEN O 0 EVERY RAFTER AND THE ROOF BEAM Q Q Cf 11.1 _o a ' 2x CEILING JOISTS AT 16" O.G. ^ 0 USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNECTION O In ROOF BEAM (5EE PLAN FOR SIZE) t IL UG3A PRESERVATIVE TREATED 2x EXTERIOR WALL il-! Q 0 NALL STUD TO )MALL STUD : A55EMBLE WITH 10-d NAILS � O 3 � _ STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 5-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE O 0 t- ' ((j Z — SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT 1x8 TRIM BOARD EACH RAFTER O LL UPLIFT CONNECTIONS: G518 GALV. COIL STRAP Q Z USE (2) AT EACH POST, TOP t BOTTOM R-30 BATT INSULATION �� 5/4"xb" DEGKING (4)-IOd NAILS AT EACH END STUD TO FLOOR J015T 1-1/4 WIDE 20-CUAGE 6 � < Z O 51MP50N COIL STRAP GALVANIZED STEEL STRAP 1�- PERPENDICULAR TO JOISTS -� QL (2)-8d THREADED NAILS OR (4)-&d NAILS AT EACH END EACH SIDE OF WINDOW AND w iv Z (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x 50LID BLOCK 4 AIR-SEAL BETWEEN FJ DDDR OPENINGS. INSTALL STRAP FROM TOP OF TOP +-+ Z Q Z EACH 5UPPORTING MEMBERW < O UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD.MINIMUM LENGTH BELOW Q Q < Z [R507.7] REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) GANTI LEVERED FLOOR JO 15T HEADER = LENGTH ABOVE Q Q OL FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER I-_ z (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILSIT- 51z 0 STUD TO SILL PLATS : U65B PRESERVATIVE TREATED)) 16" O.G. ALONG EACH EDGE [R507.5] , � �W F WRAP STRAP UNDER 51LL PLATE PER CODE GRADE Xb1 05B 8 VINYL SOFFITAr (6) 8-d COMMON NAILS AT EACH END OF STRAP 4x4 WOOD P05T0 SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 2x EXTERIOR WAFLOOR JOIST TO WALL: a IL N UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-ed NAILS TO STUD a i!1 t LL 111 •� a°. i v A FB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/5TUD MI5ALIGN5: ° a P05T BASE ANCHOR FLOOR JOIST TO PLATES: �° t• n 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-Sd NAILS TO PLATES a PLATES TO STUD: ° a 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MPSON H2.5;(5)-Bd TO PLATES,(5)-Sd TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: JUNE 2021 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SEGTION5 $ DETAILS H I O H-lel I ND UPLIFT ST AFF I NO T`rF I GAL PORCH DETAIL DETAIL AT FLOOR CANTILEVER TENSION 57RAP I NO AT NALL OFEN I NOS SCALE: NTS SCALE: NTS 50ALE: NTS SCALE: NTS DRAWING NUMBER NOTE: A!'-L METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A _ STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE m RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and 13vilding code - Iq NYG>�Q TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R105.2 BUILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hazcirds.citcouncll.or FOR THE PROJECT LOCATION: p Speed Topographic Special wind Windborne HAZARDS https://Incizcircir,.citcounc.1l.org � Z LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.11340 N '72.515,50 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RlObfiled witihNi"t,eRsta�Iaucattonn Certif]cote of entitling Authorization D'Amarois O HIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to prvide 20 psf 128 None No Yes B Severe 36" M to H 15 -F Yes None 599°F-DAYS 51.0- F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Westhampton Beach MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, IL 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 51ON IN ACCORDANCE for work performance of the builder. The builder shall Q Elevation Latitude tem temperature Coolie immediately notify Designer, in writing, if there Is an w heating cooling factor p g difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT WITH TITLE Icl NYCRR PART 1265 y discrepancy found between field conditions and plan 25 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. to Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R301.2(5)5,wind N Daily range span, 140 mph, pitch less than 5:12) [TABLE 8802.111 design is not required. This building is designed In O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNYS. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf R501.2.1.2 PROTECTION OF OPENINGS: This building Is located Ina Q Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP Windborne Debris Region. Exterior glazing shall be protected .o AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. from windborne debris using wood structural panels or with Impact resistant glass. R3012.4 FLOODPLAIN: This building is not located in a flood !�J hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: f Attics without storage 10 psf,Attics with storage 20 psf, TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Balconies d decks 40 psf,Rooms other than sleeping rooms zl 40 psf,Sleeping rooms 30 psf,Stairs 40 psf NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS 8301.6 ROOF LOAD: Roof Design Load Is based on the greater OF FASTENER SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c NOMINAL MATERIAL a b of the Ground Snow Load (20 psf,applied per ASCE-1) and THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate projected roof live load per Table R301b. Span table Roof Floor (inches) support design corresponds to the 30 psf ground snow load column to (inches) (inches) (inches) account for unbalanced load conditions. 1 „ „ ] n n . 4-8d box(2 x 0.113 ); or 4-8d box(2 x 0.113 ),or g R301.8 NOMINAL 51ZE5: Dressed lumber dimensions specified on 3-8d common 2�"x 0.131" ; or 3-8d common 2%"x 0.131" ;or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing P I Blocking between ceiling joists or rafters to top plate „( ) Toe nail 21 Joist to sill,top plate or girder „( ) Toe nail these plans are nominal sizes. Engineered wood dimensions 3-1 Od box (3 x 0.128 ),or 3-1 Od box(3 x 0.128 ), or Staple 15 ga. 1 4 4 g (LVL, P5L, I foists,giu-lams, etc) are actual dimensions. 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097 -0.099 Nail 2%4 3 6 R302.1 FIRE-RE515TANT EXTERIOR WALL5: All exterior walls and 8d box(2 y" x 0.113") 4"o.c. toe nail Staple 16 ga. 1 / 3 6 projections shall be located at least 5 feet from lot Imes and 4-8d box(2%2"x 0.113");or are not fire-resistance rated. 3-8d common(2Y2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2Y2"x 0.131")• or 0.113 Nail 2 3 6 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128"); or Per joist,toe nail 22 (roof applications also) l Od box(3"x 0.128");or 6"o.c. toe nail I%2 and s Staple 15 and 16 ga. 2 4 8 83o2.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 3-3"x 0.131" nails 3"x 0.131 nails 0.097-0.099 Nai12% 4 g having a FSI = 15 (req'd max. 200) and a SDI = O (req'd max. p ( " ")• ( 1 " ");or Staple 14 ga.2 4 8 450);and complies with Code. Ceiling joist not attached to parallel rafter,laps over 4-1 Od box 3 x 0.128 ,or 3-8d box 2/ x 0.113 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common(2%"x 0.131");or 23 s Staple 15 ga. 1 4 3 6 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 23 1 x 6 subfloor or less to each joist „ „ . Face nail /2 and/ INSULATION: Exposed insulation that Is not Installed in R802.5.1(9)] 4-3 x 0.131 ) 3-10d box(3 x 0.128 ), or 0.097-0.099 Nail 2% 4 8 concealed spaces having substontlol contact with cavity Ceiling joist attached to parallel rafter(heel joint) 2 staples, I"crown, 16 ga., 1 4" long Staple 16 ga. 2 4 8 surfaces shall have a F51 s25 and a 5DI s450. See plans for exposed Insulation values. 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135");or Staple 14 ga.2% 4 g 24 2 subfloor to joist or girder 1 „ Blind and face nail 8302.11 FIRE BLOCKING: use approved material to fireblock R802.5.1(9)] 2-16d common(3 x 0.162) 0.113 Nail 2Y4 3 6 around all penetrations of the floor and telling planes,and 4-1Od box(3"x 0.128");or 3-16d box(3 %"x 0.135"); or 1 Staple 15 ga.2% 4 8 where otherwise specified by the 2020 RCNY5. Collar tie to rafter,face nail or 1 %4"x 20 a. ridge strap „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 I " At each bearing,face nail 5 � g g p 3-lOd common(3 x 0.148 ), or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project,. to rafter 4-3"x 0.131") 1 . 3-16d common(3Y2"x 0.162„), or SPACINGc Of FASTENERS 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this r� 'b p NOMINAL MATERIAL a project under Exception 4. V i 4-lOd box (3"x 0.128"); or DESCRIPTION OF FASTENER AND LENGTH j p 3-16d box(3 „x 0.135");or 26 Band or rim joist to joist „ „ End nail THICKNESS 3-10d common 3"x 0.148" or 2 toe nails on one side and 1 toe � � 4-3 x 0.131 nails; or inches Edges Body of panels ( )� (inches) ( ) 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga.staples, %6"crown ) (inches) (inches) luminaires shall be IG-rated I/A/W N1102.4.5 with separation 4-1 Od box(3"x 0.128");or i from Insulation per listing. or truss P 9• 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementb O 20d Common (4"x 0.192")' or 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or m WV ' at top and bottom and staggered. Fiber-cement other approved safety glazing material shall be Installed In m Z Z 4-16d box(3%"x 0.135");or w , „ and adjacent to door panels;within 60 Inches of wet surfaces; Z 3-1 Od common(3"x 0.148"); or l Od box(3"x 0.128");or 24 o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails and at locations where shown on the plans. Z Z < dl a Toe nail 3 6 p )- 4-1Od box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) �p - - -a tr 0 --1 w 27 Built-up girders and beams,2-inch lumber layers R3oq.l GARAGE FLOOR SURFACE: Dara a floor shall Ibe 5-Inch (� \ - tS� Z w 4-3" x 0.131"nails Staple 18 a %loo %crown thick poured concrete sloped 1/4-Inch per foot toward vehicle Q �-/ 1� N r 0 z 7 Roof rafters to ridge,valley or hip rafters; or roof rafter � And: P g •, g, p p p to minimum 2"ridge;beam 1 „ • 2-20d common(4"x 0.192");or i (finished flooring other than tile) 3 6 entry doorway. Z Ow Z 2 3-16d box(3/ x 0.135 ), or Face nail at ends and at each splice / Q tq O w 2-16d common(3 %2" x 0.162")• or 3-lOd box(3"x 0.128");or 14 long x .121 shank x .375 head diameter corrosion-resistant R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It 'Is the CL End nail 3-3"x 0.131"nails 8 8 builder's responsibility to verifyy that window units supplied by 1t� d J 3-1 Od box(3"x 0.128");or (galvanized or stainless steel)roofing nails (for the finish) the manufacturer comply with the dimensional requirements for i+' V X- m W Q 3-3"x 0.131" nails 1 I ion No. 8 x.375 head diameter ribbed wafer-head screws emergency escape and rescue openings where required, w O 0> Q y 4-16d box(3 Y2"x 0.135");or g' 8 8 rt/ cV 0 Q Q for tile finish 1�- Wall 28 Ledger strip supporting joists or rafters 3-16d common(3 4"x 0.162"); or At each joist or rafter, face nail ( ) R311.1 5TAIRWAY5: Interior stairways shall be pre-assembled Z Q Ll 16d common(3 72"x 0.162") 24"o.c.face nail 4-10d box(3"x 0.128"); or Plywood wood units. The maximum riser height shall be 8-1/4 inches and < -t 4-3"x ox( "nails I the minimum tread depth shall per q Inches,plus nosing where 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 1 /ring or screw shank nail-minimum 3 6 required. Provide handrails per Code. Z Cli 16 o.c. face nail 3"x 0.131 nails 2-10d box(3"x 0.128");or 2-8d common %and%6 12Y2 ga. (0.099")shank diameter R3I2.1 GUARDS: Watkin surfaces more than 30 Inches above 29 Bridging or blocking to joist I „ „ • Each end,toe nail 9 _ 16d box(3%"x 0.135"); or (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga., %,%6 crown width 2 5 grade,and steps leading thereto,shall have guardsi that l--� conform to Code. Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS ii 3 is i 1%ring or screw shank nail-minimum g 3"x 0.131"nails corners(at braced wall panels) /2,/, /2 and/ 6 8e R3122 WINDOW FALL PROTECTION: Windows with sills less than 16d common(3%'x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12 ga. (0.099") shank diameter " „ 16d common(3 72"x 0.162") 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa'b,e g h supports',' sh above finished floor and greater than 72 above grade 1%ring or screw shank nail -minimum shall be protected per Code. y R,•�.p..,,* (inches) •. .A., .t�... • r i 10 Built-up header(2"to 2"header with 2" spacer) inches i9 s 23 s a 0 0 3 6 16d box(3%2"x 0.135") 12"o.c. each edge face nail (inches) /2, /, /2 and/4 12 y g . ( . 99 ) shank diameter 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 1% 6 8 smoke alarms,carbon monoxide alarms,and heat detection Z• tr ,a"•r" 5-8d box(2�"x 0.113"); or p g g p g g p g alarms shall be installed at all locations shown on the plans. «t,.t�fir, •�;! � ��.�f•-� 11 Continuous header to stud 4-8d common 2%"x 0.131 or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r Hardboard c:.e,�'�%►�C-=.�. °`?�t .��,+,,..- :� a . 4-lOd box 3"x 0.12$" " I 8315 CARBON MONOXIDE ALARMS: Install at all locations .,., • '� {�Ji,�, ° r'�, ( ) s „ _1 „ 6d common(2 x 0.113 )nail f I/long ring-grooved underlayment nail 6 6 specified on the plans. 30 / /2 i 6 12 /►i. ? .. �I,R ,,i s" ,.. 16d common 3�2"x 0.162" 16"o.c.face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 ( ) 831-1 WOOD DECAY PROTECTION: Lumbers ecified in the Ions `✓Lt 5. AEF' pc`1 r;.'+ " 31 I%2" - 1" 8d common nail 2%"x 0.131" 6 12f Staple 18 a. 4 loo (plastic coated 3 6 as pressure preservative- treated (P.Tp shall be In P 12 To late to to late ( ) p g g(p ) p p / Top p p p l Od box(3 x 0.128 ),or � 12 o.c.face nail „ accordance with AWA UI for the Intended use and (location. 3"x 0.131"nails lOd common(3 x 0.148 )nail or Particleboard Fasteners shall be hot-dipped galvanized steel, stainless32 1 Y8 1 Y411 8d(2,V x 0.131 )deformed nail 6 12 I 4d ring-grooved underlayment nail 3 6 steel,silicon bronze, copper or 1/2 diameter or greater 1 steel bolts. DELIVERED JUNI G 7 2021 8-16d common(3 I/2"x 0.162");or Other wall sheathings Staple 18 ga., g long,%6 crown 3 6 Face nail on each side of end joint 1%2" galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 8401.4.1 6EOTECHNICAL: Footings and foundations shall rest on 13 Double top plate splice 12-16d box(3 I/2"x 0.135"); or (minimum 24"lap splice length 33 /1/2" structural cellulosic fiberboard sheathing i 3 6 4 undisturbed soil with a minimum load-bearing value of 2,000 12-10d box(3"x 0.128"); or diameter,or 1 crown staple 16 ga., 1 „ long Staple 16 ga., 1 %long,s crown 3 6 psf. Visually graded soils that have this load-bearing value /4 each side of end joint) 3 2 Include 6W 4 GP-gravel and sandy gravel;GM d GC-silty and 34 /3 12-3"x 0.131"nails 25 structural cellulosic fiberboard sheathing 1 galvanized roofing nail, /6 head 3 6 Y2, 6d ring-grooved underlayment nail 6 10 clayey gravel;5W 4 SP-sand and gravely sand;5M 6 5G-slaty 2 ng diameter,or V crown staple 16 ga., 1 %4" long Staple 16 ga., I %long, %crown 3 6 and clayey sand. Unsuitable subsoil material encountered 0 m durinqq excavation shall be excavated and replaced In-situ 0 Q m 16d common 3 I/2"x 0.162 16"o.c. face nail 1 I/2" galvanized roofing nail; staple galvanized, 7 7 with 4" crushed stone to a minimum depth of 8 Inches or AOBE. 0 Bottom plate to joist,rim joist,band joist or I ( ) 35 %" gypsum sheathing`s 1 72" long; 1 I/4" screws,Type W or S � 2 Yh For SI: 1 inch=25.4 mm. O b 14 16d box 3/2 x 0.135 ,or „ 8402.2 CONCRETE: Basement walls,foundation walls, exterior V blocking(not at braced wall panels) „ ( „ ) 12 o.c.face nail 3 „ walls and other vertical concrete work exposed to the ^ 0 3 x 0.131 nails 5 „ a 1 / galvanized roofing nail; staple galvanized, 36 / gypsum sheathing 1 g" long; 1 %" screws Type ta or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. weather shall be air entrained stone concrete with a minimum X 0 3-16d box(3%"x 0.135");or 3 each 16"o.c. face nail g compressive strength off°-3,000 psi at 28 days. Porches, 0 w Bottom plate to joist,rim joist,band joist or b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. carport slabs and steps exposed to the weather, and garage m O 15 2-16d common(2 Y2" x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced'�vall panel) C. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. floor slabs shall be air entrained stone concrete with a � O 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or minimum compressive strength of f°=3,500 psi at 28 days. i Z 37 %" and less I „ „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. � 0 � .0 ( ");or $d common(2/ x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. 8403.1.4.1 FR05T PROTECTION. Exterior footings and foundations O 0 F 4-8d box 2 4 x 0.113 systems shall extend below the frost line, I.e., to a minimum m Z 3-16d box 3%"x 0.135" •or 2 „ - „ 8d common(2/ x 0.131 )nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. y �-- ly I " 11 6 12 depth of 3'-0" below finished grade. m F- � - Z ( ), 38 / 1 „ Toe nail 8d deformed(2Y2"x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 O V O 4-8d common(2 I2"x 0.131");or , w - N 4-lOd box(3"x 0.128") or lOd common(3"x 0.148")nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind spcec is less than R404.13 BACKFILL: Backfill shall not be placed against - , 10 T � � 39 1 x" - 1 %4" ' 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using foundation walls until cured a minimum of days. Brace top CD 0 Z W 16 To or bottom late to stud 4-3"x 0.131"nails 8d deformed(2 y x 0.120 )nail and bottom of wall during backfill placement, m w IK w . Top p the spacing listed for panel edges. 0 � 3-16d box(3%" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. R502.1 WOOD FLgOOR FRAMING: Load bearing dimension lumber CJ LU a mIu Z 2-16d common(3%2"x 0.162");or For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; I ksi=6.895 MPa. shall be Dou las fir-larch No. 2 or better. Laminated veneer End nail lumber (LVL) shall have a minimum Fb=3,100 psi and modulusw 3-1 Od box(3"x 0.128");or E=2.0 x 10^6. Q lu Z 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and Z < J W TABLE R602.3(3) RE UIREMENTS FOR WOOD STRUCTURAL PANEL R6o2 WOOD WALL FRAMING: Load bearing dimension lumber shall y sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of < X-1 .--1 3-10d box 3" x 0.128" ; or a b e be Douglas fir-larch No. 2 or better. Studs shall be a minimum < J ( ) 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 WALL SHEATHING USED TO RESIST WIND PRESSURES ' ' No. 3,standard or stud grade lumber. �. t- z OL Z 17 Top plates,laps at corners and intersections 2-16d common(3 I/2"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. X 3-3"x 0.131"nails R1023 GYPSUM BOARD: All Interior walls to be covered with)�" 43 Z Q b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN sum board;toped,sparkled and pointed;unless otherwise v w = MINIMUM WOOD MAXIMUM PANEL NAIL gyp p � P p U-I 3-8d box(2Y2"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V"it noted on plans. vu F STRUCTURAL WALL STUD SPACING 2-8d common 2 y"x 0.131" ; or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) --i l4 Face nail PANEL SPAN SPACING 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested �-- O 0 � 18 1"brace to each stud and plate 2-lOd box 3"x 0.128" ;or C. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS the manufacturer for use In high-wind re Ions and Installed ( ) Penetration RATING (inches) Edges Field Wind exposure category �! 9 w ry f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) with fasteners In strict accordance with the manufacturer's 2 staples 1 4" (inches) (inches) (inches o.c.) (inches o.c.) B C D instructions for high-wind regions. Use stainless steel nails for a i j inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less fastening vinyl siding on buildings located within 3,000 feet of 3-$d box 2%"x 0.113" 6d Common 1.5 24/0 / 16 6 12 140 115 110 ( );or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s the ocean line. 2-8d common(2�"x 0.131")• p 2.0"x 0.113" ,or less than 140 mph.19 1"x 6" sheathing to each bearing 2-lOd box(3"x 0.128"); or Face nail RB02.1 WOOD ROOF FRAMING: Load bearing dimension lumber g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 for rafters,trusses, roof beams and telling joists shall be 2 staples, 1"crown, 16 ga., 1 4" long sheathing shall conform to ASTM C 208• (2.5 x 0.131 1.75 24/16 /6 ") 24 6 12 140 115 110 Douglas fir-larch No. 2 or better. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required DATE: JUNE 2021 3-8d box 2 y"x 0.113" ; or 8806 ROOF VENTILATION: Soffit vents shall be provided with a ( ) blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges minimum net free ventilating area of Xso of the area of the 3-8d common(2 y" x 0.131");or supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, I mile per hour=0.447 m/s. vented space within the soffit. Attic Is unvented. 3-IOd box(3" x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown, 16 ga., 14" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 Rg052 ASPHALT SHINGLES: p halt with shingle wrappers shall � p p � PP pYpY g P be labeled to indicate p - PP Y g gcompliance with ASTM D-1155 inches on center shall be applied with panel strength axis perpendicular to supports. Glass G 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on pp p � p � pp or H,or ASTM D-3161 Glass F, and shall be fastened In one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. accordance with the manufacturer's Instructions to achieve 4-8d box2 4"x 0.113" or that rating. Use a minimum of six nails per strip shingle. Use ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. stainless steel naffs when building within 3,000 feet of DRAWING NUMBER 3-8d common(2%"x 0.131"); or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 saltwater. 3 x 0.128 • or 3-1 Od box " " j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. ( )� span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. A ==7 4 staples, 1"crown, 16 ga., 1 %"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. Rloofi fireplaces�2 AIRis al be, ped d from thecombustion air fexterior foctoof tthie dwelling in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING P JOIST DETAILS ( 3Y ) Load bearing or braced/shear wall Plate nail-16d 0.135"x z" at above(must stack over wall below) + " Plate nail, 16d(0.135 x 3 Yz") 12"on-center Load bearing or braced/shear wall above Plate nail, ent16d(0.135"x 3/ ) When sheathing thickness exceed:'/", 2x_stud wall at Floor panel nail- Blocking panel: 1%"TJ®Rim Board,1 (must stack over wall below when present) R ALL HOLES - TJ 1® Joists at 16"on-center at 16"on-center 1 „ No load bearing Z 0 Blocking panel: Web stiffener trim sheathing tongue at rim board 16' on-center 8d(0.131"x 2Yz")at 6"on-center /a TimberStrand® LSL or TJI@ joist. ,Nall above g 1%"hole may be cut Min.distance from Table A Min.distance from Table B y 0 1Y8"TJ@ Rim Board, 1Ya" Plate nail-6d 0.135"x 3X2" anywhere in web out- 11-- Y on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT side of hatched zone 0 TimberStrand�> LSL or sides at A2W ONLY at 16"on-enter* 11/B TJ®Rim Board, cut or notch flange. TJI®'oist Sheathing both sides at A3.4W ONLY squash blocks required each side 1 1 Flor panel nail- 1 * boundary nails, at B3W ONLY 1 4"TimberStrand° LSL 8d0.131"x 2/z')at 6"on-center 1 1 or TJI®joist 8d(0.131"x 2/2")a 1/a"TimberStrand® •, N Rim-to-joist Web Stiffeners required 11 4"on-center LSL rim board. Yes" Web stiffeners 6" O F O 6" O nail each side atA3._W B1 BIW required on both 'J Toe nail-10d(0.131" sides of both joist 6" L+ 2 x D+ D+ Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, �1y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at 134W ONLY No Held cut minimum holes are permitted if minimum No field cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/" 12" Web stiffeners require DO NOT holes In (applies to all holes the group perimeter holes In holes larger O at 6"on-center at 6"on-center only)or min. q End of joists at hatched meets requirements for hatched + • L•- 1%"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q than 1/ in TJI rim joist at rim board For rim board thicker than 1/a centerline zones round or ware holes. zones cantilever ® 1 and B2W ONLY reinforcement. q (� Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support lu required on both Toe mil- me(0.131"x 3"> Table A - End Support q Must have 93/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6"m-center* P P 9 9 P Y q O * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support N Al Al W A2 A2W 819(919 nail from side of arallel closure into rim board. walls above orbelow-see detail B1 zrim joist per A3 detail. p below-see detail B1 JOIST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH ((V • For�ditional installations specifications see Rim Board A3.4 A3.4* 2•' 3" a~ 5•• sY'• T• e'/" 11~ 13" 2" 3" 4" 5" 6Y" 7" E'/e~ 1r' 13~ •• O *For additional installation specifications see Rim Board Details and Installation in A3.1 eA3.2 eA3.3 P O O Nail through 2x cantilever,wood backer and A3W O 1 110 1'-0" 1'-6" 2'-0" T-0" 5'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-6"Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W Detail and Installation in Weyerhaeuser Installation Guide 1/B"TJ®Rim Board or 1Ya"TimberStrand® LSL. Blockin TJI@ joist web with 2 rows 10d(0.148"x 3") d for Flog and Roof Framin ,TJ-9001. g y�„ 210 r-0" r-s" r-6" T-0" 5'-s" r-0" r-0" z'-6^ 4'•0" F-0^ IN A g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 V-6- 2'-0" 2•-6" 3•-6" 5'-6" 1'-0" 2'•0" T-o• 4'-6" 5'-0" 0 4 - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-6" T-0" T-0" 4'-0" V-0" 1'-s" 2'•6" 3'-6" 5'-0" F-s" with connections equivalent to floor panel joist flange widths. sso r-F' 2'-6" T-6" F-o" T-0" z'-o• T-0" 4'•0• 5'-6" 6'-0" ® "diameter maximum hole for 11 "- 110 6'-0"length of TJI joist 8 d am a a 1 1 „ schedule. 1'-0" f'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # 1/e"TJ®Rim Board 1/a TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-6" r-o" r-0" T.0" T-6" s'-0" r-0" r•6" T-6" T-0" F-O" F-s" 6-6^ _ 4'-0"length of 8"diameter maximum hole for 11%8 - block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/a' 230 1'-0" i'-6" z'-o" 2'-6" T-0" T-s" 6'-6' 1'-0" 2'•0" r-s" T-6" s'•s" 5•-6" 7'-0" with one 8d(0.131"x 22 ) 360 1'•6" T-0" T-0" T-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" one each at top and bottom flange. 1 " 560 1'-6" 2'-6" T-0" 4'•0" F-6'• 6'-0" 8'-0" 2'-6" T-6" 4'•6" F-s" T-0" T-6" 8'-0" 3/4'reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 117/ TJI® or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. 1 7 maximum for blocking panels 9Yz' 1 110 r-o^ r-o" r-o" r-o" r-s" z'-o^ 3'-0^ s'-s^ r-o" r-o^ r-s" z'-o" 3'-s" a'-o" F-o^ e'•o" Web stiffeners 8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Yz") Horizontal blocking uniform) deep or shorter than 12"long. 9 Y 210 r-o^ r-o" r-o" r-s^ z•-o" r-s• 3'-s" s'-o^ r-o• r-o" r-o" r-6^ a'-o" a'-s" s'-s^ a'-s" Load from above required on both diameter maximum for blocking IV'TJ®Rim Board 1'/a" nail at each comer Do not cut flanges. panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1•-6" 2'-6" 2'-s" 4'-0" T-0" 1'-0" 1'-0" 2'-0" T-0" 4'-0" 5'-0" T-0" 9'-0" sides at E1 W ONLY panels 9Y2'deep or shorter than TimberStrand®LSL. Nail with joist.Nail to top plate with only. 360 r-o" r-0" r-6" 2'-s" 3-s° 4'-0" 5'-6" 8'-0" r-0" r-s" z'-s" 4'-0" s'-0" 6'-6" 8'-0•' 9'.6- 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood lk J� 560 r-o" r-0" 2'-0" T-0" 4'-6" 5'-0" s'-F' 9'•0" r-s" T.0" 4'-D~ F-o^ T-0" 7'-6" 9'-o" - Y,61, Do not cut flanges. 1Y8"TJ®Rim Board or 1%" each at top and bottom flange. reinforcement on floor panel schedule. backer 00*�.wex dell) z10 1'-0" t'-o" 1'-0" 1'-0" 1'-0" 1'-s" z'-s" T-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0•' T.0" T-s" 6'-6" 8'-0. 11'-0" O TimberStrand® LSL. Nail with one side at E5, 12"length of 3/° <��e 6t Ga��\OadS 16 3so 1-0 1-0° 1-0" 1-0" 2'-6" 2'-6" 4'-6" 6'-6" 9-0" 1=0" 1=D" 1'-s" T-0" F-0" 5'6" 9'-0" 10'-0"Ill'-6-1 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on one side �� \r�0 sso 1'-0" I'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" T-6" 10'-0" 1'•0" 27-0" T-0" 4'-6" , each at top and bottom flange. joist web with 3 rows Full depth vertical a� �r t\ 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 a �e�g a" 5" s^ T' 8" 10" 12" 15' 17" a~ 5" 6" 7" e" 10" 12" 15" 17" 2x4 minimum Attach reinforcement r on-center,clinched.Use 2 each joist 18„ 3so r-o^ 1'-0" 1'-0" 1'-0" 2'•0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" q65 '-s0 E7E8Less than 5° 560 1'0" 1'-0" 1'-0" 1•-0" T-0" 4'-6" T-0" 11'-0" 2'-0" T-6" '-6" 8'-0" 11'-0"squash blocks to joist flange with Z� � rows with 9Yz"and 117/a" Less than 5"8d(0.131"x 2Y2")nails at 6" a+ TJI®joists. 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" '-0" 4'6" 8'-0" 11'-6" 14'-0" 15'-6" Y8"TJ®Rim Board or ` on-center.When reinforcing E5 E6 WEB STIFFENER ATTACHMENT 560 r-D" 1'-o" r-o" r-or-oz-oa-ss-o1r-sr-or-s '-o° T-o" 1o'-s° 13'-0' 14'-6" 16'-0" CS Use 2x4 minimum squash blocks to ® Face grain a'� O y"minimum O 1Y4"TimberStrand LSL. R both sides,stagger nails. 3 transfer load around TJI®joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%z"TJI®joist flange widths 1" 2/"maximum Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and O O (1%"for TJI® Nailing: pp bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subiloor TJI®joist blocking with end Web stiffener both sides. DEPTH 2~ 3~ a~ 5" sY" 7~ s%' 1r• 13•' z~ 3•• a•• 5•' sY" T• a%" 11' 13•' adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'•0" 2'-6~ 3'•6" 4'-6" 7'6" 1•-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using 210 z'-o" 2'-s" T-6" s'-D" 8'-0" z'-0" T-0" 4'-0" V-6" 7'-6- Hanger height must ® contact surfaces 1 „ below,install web stiffener tight to top flange s/^ Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya' overhang two 8d(0.113"x 22 ) Ti ht fit* z3o z'-s" 3'-0" a'-o" s'-s" e'-s" z'_ 0be a minimum of 60% Flashing 9 (gap at bottom flange) 0" 3'-6" T-6" 6'-6" T-6" Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 3so 3'-0" a'-o" s'-s" s'-s" 9'-0" 3'-0" a'-s" s'-6" 7'-6" a'-o^ ofjoist depth n Nailing Requirements_ nails when possible. flange with face mount hangers). 5Qa 2Y2"screws, Depth Minimum Web g q sso 3'-s" B'-o^ s'-o•' 7'-s" 10'-0" 4•-0" 5'-s" s'-s" s'-o" s'-o" Clinch nails when possible. Treated 2x_ o�y� TJI®Joist Series Number Nails 110 r-o r-o" r-6" 2'-6" 4•-0" 4'-6" B'-6^ r-o° p ' ledger 1�l atypical (in.) Stiffener Size Type g $ End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-8' 5'-0" 9'-0" 1'-0" 2'•0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 1 1 , 110 All 5/"x 2516"(') 11'/8~ 23o 1'-0" 2'•0" 2'•s" T-6" 5'-0" 5'-6" 10'-0^ 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'4" 10'-6" f''• 1/8"TJ®Rim Board or 1/a' [___36o_F2--W T-0" 4'-0" F-6" T-0• T-6" 11'-0" T-0" T-6" F-0" T-0" 9'-6" 9'-6" 11'•0" table below.Maintain 210 All 3/a"x 2516"(,) 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230&360 All 7/"x 25/6"") (0.113"x 212") 3 3 110 1 0" 1=0" 1'0" 1=0" 2=0" 2'6" 14'-6" 8'-s" 1'-0" 1'0" T-0" 2=6" 15=0" 16'-0" 19'-0" 12'-0" hanger Option#2: edge of ledger to fastener. 1 2x-strapping installed at/ 16d 210 r-o° r-o" r-o" r-o" r-s" 3'-0° s'-6° s'-s• r-o° r-o" r-0" 3'-6° s'-o^ r-o° 1o'-D° 13'-0^ Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 1 „ 14" 230 r-0" r-0" r-0" 2'-0" T-6" a'-o" s'-0" 10'-6" r-0" r-0" 2'-6" a'-o" 6'-6" T-s" 1r-0" 13'•6" Allowable Load(lbs) (0.135"x 32) 360 1'-0" 1'-0" 2'-0" 3'-6" 5'•6" 6'•0" 8'-6" 12'-6" 1'-0" 2'-0" 4'4" 5'•6" 9'-0" 10•-0" 12'-0" 14'-0" hanger Ill���jjj both sides of web %"screws per joist,typical with single TJI joist Fastener %"TimberStrand® 1%"TJ@ Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 16d Option#3: 560D 20 2x4'2' S 5 z10 r-o° r•o" r-o° r-o° r-0• r-o° 3'-6^ 6'-0_T10'-0' r-o° r-o" r-o" r-s° a'-s° F-F' 10'-0• 12'-s° 16'0. Web stiffeners required if sides of y2"lag bolt 610 480 Direct) applied ceiling 22"(3) (0.135"x 3%") 6 11 16„ z3o r-0" 1'•0" r-o" r-0" r-s° 2'-0" 4'-0" 6'•s" 1r-o" r-0" r-0" r-o" 2'-6" F-o" s'-0" 10'-6" 13'•6" 16.4' With top mount hangers,backer block required only Y Pp 9 H1 hanger do not laterally support at H2 H3 24")3) 6 13 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-s" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" B'-6" 13'-0" 14'-6" 17'.0" for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. P61 O least/ of TJI joist top flange O LA When specified on the layout, one of W 1 PS1 or PS2 sheathing, Sso r-o^ r-o" r-o" r•o" 2'-6" 3'-6" T-o" 1 r-o" 15'-o" r•0" r-0" T-s" F-s" 9'-0. 10'-0" 14'-6" 16'-0" 18'-0" conditions.For nailing requirements see page 5,TJ„ O the bracin o tions above is re uired O ( ) face grain vertical 0 g p q 2 Construction rade or better a~ T. 6" 7" B' 10" 12" 15" 17" 4" 5" 6'• 7~ 8" 10" 12" 15" 17" -�• 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI 560D Joists Z Roof Framing, TJ-9001. q ® 19" 360 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 15'-0' 1'-0" 1'-6" i , 6'-6" 9'-0" 14'-6" 16'-6'• 19•-6" 560 1'-0" 1'-o" 1'-0" 1'•0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'•6" 11'-6" 16'-6" BEAM DETAILS FASTENING of FLOOR PANELS 3so 1'-0•' 1'-o" 1'-0" 1'-o" 1'-0" T-0" -o" 11' 1s'-6" 1'-0" -o^ 1'-6" 4'-0" 7'-0' 12' 1s'-s" 1s'-o" zi'-o" �1-- r Row ER and BACKER BLOCK SIZES zo O Guidelines for Closest On-Center Spacing pe o FILL a 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-D" 1'-0" 1'-0" 3'-0" 6'-0" 6'-6" 14'-0" 17•-s' 19'-6" 20'-6" ,I , TJI®(+I(2) Rim Board 1�" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurementoflongestside. J l-1 11) W BEARING FOR DOOR Nail Size 110,210, 360 and +g"TJ®Ri 1�" TimberStrand®LSL Microllam® Parallam® + + + • Leave Ya"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � 0 111 Iij ? 9/z"or 92"or 14"or 9/z"or 14"or 18"or 14"or 18"or Z W Z BEAM TO BEAM BEARING AT and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" 1fi„ 11'/8' Tables are based on un'rform load tables in current design literature. BEARING AT WALL OR WINDOW HEADER 11/e" 11 ., 11/a" 1s" 20" 1s" z0" CONNECTION CONCRETE WALL g Z - Q to z (� Sd(0.113"x 2Y2"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+32" 2x8+3/" 2x6+y" 2x8+j2" 2x12+Yz" Two Two Two --1 14,TJ®Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded Joists used in residential applications,one maximum size round hole maybe located m -_ 10d 0.148"x 3"),12d 0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 O W 1Ya"TimberStrand® LSL or is not continuous over ( ) ( 3 at the center of the joist span provided that no other holes occur in the joist. � � )•- '� Z blocking for lateral support header 16d(0.162"x 3%") 6" 6" 1 15-e < g 6„ Cantilever 2x6 2x10 2x6+32" 2x1013/s" 2x6+y" 2x10+)2" Not N 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing a licable Not applicable - ILIO g PP (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two g abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp ALLOWABLE HOLES Headers and Beams < ''�'It' (� z r 0 Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastenerspacing for + /-U > i lU � 00 Backer Block() 1.55E TimberStrand® LSL Headers and Beams Strap per code if top :f.:• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ s „ 3 „ „ > „ -1 ^O late is not continuous 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. (Detail F1 / or/ /a or/ / or 1"Net 2x6 2x8 2x12 Q� P ( ) PP P P 99 O } �� < u on-center for light gauge steel straps. or H2) 2 x diameter of the Q over column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3'o g g 9 P r(1)If necessa increase filler and backer block height for face mount han ers and maintain Y8'gap at to OFjoist;see detail W Filierand backer largest hole(minimum) t, Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). Q Q hanger t• (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 3/g"(to avoid splitting). Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede )3 depth Allowed hole zone Z hanger wood from direct recommendations listed above. < Q Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor Q L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. 0 0 7 ■Nailing rows must be offset at least Y2"and staggered. o O literature for framing connectors o 0 0 0 0 1.55 E TimberStrand®LSL g ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for TJI OD is 18"on-center. Joists must be laterally supported at Header or Beam Maximum mound p 9 i cantilever and end bearings by blocking 9�eptt z Hole Size panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8„ 6" 11v"-11 i" 3%" Fastener Installation Requirements TJI®joist framing does not 1 14"-16" 4%" require bridging or mid-span El General Notes See illustration for allowed holle zone ,@•e•a•or++. Piece #of Fastener ;tk .• +s Width Plies TypeM Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with ,tSof, uniform and/or concentrated loads anywhere alongthe member. .`:' *•••*•�•„,' sides,stagger fasteners on the second BEARING AT 10d nails 3" 3'2j they • Round holes only +, 12" side so they fall halfway between `. •�: �4. '�cn<;� ',�•�.�, r. COLUMN 2 12d-16d nails 3Ya" 2'2j One side fasteners on the first side. • No holes in headers or beams in plank orientation. -�f��,"�,�•1'�i;t �I�- ^ Screws 33/"or 3Y2" 2 24" HZ 10d nails 3" 3 j ' (2) DO NOT bevel cut Disr AlO Other Trus Joist® Headers and Beams .�: ;,(� �,•, i' _ , Rim board joint .1 t �' 7 / r" 12" Both sides beyond inside face ofwall. 1 f I• t 1 „ c2) Y Microllam® LVL 12d-16d nails 3/ 2 E2 between joists DO NO Toverhan seat cuts +.' •;;'az G� a, 3 g 1.3E TimberStrand@ and Parallam@ PSL •�,.-�'` ,� ,,. ,,: $"?; k�'F i. 1 Y4 33/"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth ' 't W n 1�Q`5' Screws 2 24" Load must be applied evenly across 3. face ofsu Ort member, largest hole(minimum) ', .1f 5" One side entire beam width.Otherwise,use pp e", MghKx•"'' Verify column capacity ,3) " 2, connections for side-loaded beams. DO NOT cut,notch or drill ®� WERE 10d nails 3 3 Z�ZI and beam bearing 12" One side L5 length.See current 12d-16d nails"' 3 Y4"" 212) (per ply) d holes as headers in beams O g 4 c o c Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 6 3/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1YB"TJ®Rim Board or 1%" Parallam@ PSL Header or Beam Maximum Round Screws 3 2 24" O L3 TimberStrand LSL. pth Hole Size 31/2' 2 6/4" One side ® allowed hole zone De Y2"bolts 8" 2 24" - AZ middle/3 span 43/8' 3^ O U m 5/2" 1/" O -I (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". B1 L1 d 1.3E TimberStrand@ LSL allowed hole zone d 7Y4'-20" 2" O O COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone \/ O j (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes J� I O t� BEAM ON B2 • Allowed hole zone sutable for headers and beams with uniform loads only. O 0 lh • Round holes only IL COLUMN CAP NAILING AT BEARING (FLOOR) L5 m0 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 No holes in cantilever O • No holes In headers or beams in plank orientation. � 0 3 � 1Y8"TJ®Rim Board or (Load bearing wall above) 1Y4"TimberStrand© LSL. Joist may be shifted up to 3"if Use 61 Or 62 at 00 V t_• '� One 10d(0.128"x 3") floor ane)edge is supported O WARNING �-- mO i. V Z- )- and �- + nail into each flange p g pp 64 intermediate bea•ings One 8d(0.113"x22") g span rating is not exceeded. with load bean Or N nail each side. Drive Do not cut joist flanges. Joists are unstable until braced laterally I O U- nails at an angle at braced/shear wall - O Bracin Includes: m O 0- Q Plumbing Drop CD• Sheathing • Strut Lines 1-1-•1 m W V W P1 least 1Yz"from end. from above End of joists at centerline • Hangers • Rim Board • Rim Joist O Z Q 3Y2"minimum of support L2 W O IL X $ Z COLUMN BASE 3 " intermediate bearing Also see detail B2 Ll 1/4 minimum end bearing g single-family applications 5%"may be required to for maximum H1 w _ IK Shear transfer. Connections equivalent capacity O 0 0- v 1 to floor panel nailing schedule • �, d 0 T Rim to TJI@ Joist O DO NOT walk on joists DO NOT walk on joists DO NOT stack building \- Q- '�3� :.' 1Ye"TJ®Rim Board, TJI 560 rim joist:Toe 0 0 until braced. that are lying flat. materials on unsheathed J' ~_ �;;+'•:,�' Additional joist is required if 1Ya"TimberStrand LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over 11 ' O z O floor panel edge is unsupported L4 J-4_J V W O TJI®110 rim joist: nails,one each side of :' :4j; WARNING NOTES: beams or walls. _ 1 or if span rating is exceeded. . Exterior Deck Lack of proper bracing during construction can result in serious - 1 ~ P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 • :• ••'. ••. 0 LA DO NOT use sawn � o Attachment p p g g l4 into each flange floor joist ' /umber for rim Structural accidents.Observe the following guidelines: TJI®210 230 and 360 rim •4 board or blocking, IL O ' ' INSTALLATION TIPS :•: 0 sheathing gr 1.All blocking,harpers,rim boards and rim joists at the end supports of the TJI @ joists must be completely installed and properly nailed. 1L. N ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be t(1 One 16d 0.135"x 3 " nail •may o t adhesive will improve floor performance,but 0 after accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba 1I COLUMN BASE ( Yz ) P' v P ry P ( 9) i ' y. 1Y4"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top mew Locate rim board joint between joists. 0 Safety bracing(1x4 engineered/umber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood 0 minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI 110 joists)and 4.Sheathing mustbe completely attached to each TJI®joist before additional loads can be placed on the system. ®' 1 ^ 0 H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' 1 of a TJI joist(with web stiffeners)is not a substitute concrete 12 knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from true alignment. 1/B"TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with '"•'''•:- ® 1 Warning:Drilling, DATE: JUNE 2021 ".:3> :„?,'.,•. TimberStrand LSL. 12"on-center two 8d(0.113"x 22")nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this • `' "�"` •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit Ay.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or 1-J0I5T DETAILS rout Drive nails at an g P ( pp ) of wall or beam g One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist T„7I.Ioist.Installation Guide, TJ-9006, which should be referenced for additional information. A -