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Home My WebLink About46162-Z ��o�cuFFOI�-�oGy Town of Southold 12/11/2021 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42597 Date: 12/11/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 290 Bayview Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-36.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2021 pursuant to which Building Permit No. 46162 dated 4/29/2021 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: singley dwelling with covered front porch rear stoop and attached garage as applied for The certificate is issued to White,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0331 11/18/2021 ELECTRICAL CERTIFICATE NO. 46162 11/3/2021 PLUMBERS CERTIFICATION DATED 10/26/2021 ul Rupp 6 Au horSignature ao�SUF nE cE c TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46162 Date: 4/29/2021 Permission is hereby granted to: White, David PO BOX 4448 Fort Lauderdale, FL 33338 To: Construct new single family dwelling as applied for. At premises located at: 290 Bayview Ave, Greenport SCTM #473889 Sec/Block/Lot# 52.-5-36.1 Pursuant to application dated 4/12/2021 and approved by the Building Inspector. To expire.on 10/29/2022. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,466.40 Total: $1,516.40 Building Inspector OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David White Address: 290 Bayview Ave city:Greenport st: NY zip: 11944 Building Permit#: 46162 section: 52 Block: 5 Lot: 36.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 14 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt 4 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 37 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 51 4'LED Exit Fixtures Pump Other Equipment: Oven, Fridge, DW, W/D, 200A Panel 40 Circuit/25 Used Notes: New Two Story Inspector Signature: Date: November 3, 2021 S.Devlin-Cert Electrical Compliance Form S ` %pf SOUryOPo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 YO BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 161900 1121 Building Permit No. �ly a Owner: (Please print) Plumber: (PI print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �p (Plumes Signature) Sworn to before me this day of 20 ±1 Notary. PublicCw County LINA ANDRIELLO Notary Public - State of New York No. OIAN6364554 Qualified in Nassau County My Comm. Expires Sep. 18, 2021 Oq F SOUIyO f bi _ - "0 . )�/ TOIL.WN OF SOUTHOLD BUILDINCI DE ��/!l// rxr, ''�� 765-1802 INSPECTION [ ]' FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING. 3 [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` , t DATE "1/ INSPECTOR < SO//lyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou►m 765-1802 INSPECT'ON [ OUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND J, ],INSULATION/CAULKING , [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION \ l [ ] PRE C/O REMARKS: . S� , DATE YI INSPECTOR �11/6I►/ OF SOUTh°� GGGG VVVGGG # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTI N [ ] FOUNDATION IST [ ] " UGH PLBG. [ ] ' FOUNDATION 2ND," [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY"1NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE A INSPECTOR OE SOGIyo� - * # TOWN OF SOUTHOLD BUILDING DEPT. �yCOurm 765-1802 INSPECTI-ON [ ]- FOUNDATION'-1ST [ ]- ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)- . [ ] CODE VIOLATION ll[ ] PRE C/O REMARKS:REMARKS: 0Ivi4r � . -rooms, te low<14-an �P CL ! otr A4 ( ( ' _ . DATE P INSPECTOR (� �aaoFso�lyo # * TOWN.OF SOUTHOLD BUILDING DEPT. �`ycou►m '' 765-1802 ANSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND , . [ -]` l SU LATION/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: L DAVE i_ .- INSPECTOR. ' � E • a . a • �T fit' f' 1`' , 4 *.� u s � %_ j_.- �. �- I.., �:•'.� _ ate. v <�t 1 It ' _ � l A7,73% . • yt v � r • • •1 S:•:- _ '�w.-; ��. ��µ. ��ax.:. �,ti. r#•�t 1�^ q ai y�. J Y", . 6# �. 5#y�A; k �� p�y�" �� t! .' W. �.,,. 0 9 f 1� 1t � yyk y _ ;# ___� o �..`• r _ c �` ' ,.d. -�. .,. ,. Anders . tnoon�e-H�; �� I. ,P _ - ^ �� ! _F: E' �4 � "��"'�4RrNB �vuuug .. 4�^IB xs'suuuyy�0 �uur 4'�M8 asvii ui� �}. 4MSd�� NSV"1!11.1(19 UNSHED .... Home Energy Rating Certificate Rating Date: 2021-02-15 ENE,NSY tt Registry ID: - Projected Report Ekotrope ID: M28D3AZ2 HERS' • • Annual Savings - • 1 Bayvlew Ave Your home's HERS score is a relative performance score.The lower the number, 042 Greenport, •44 Builder:the more energy efficient the home.To $ 2, 55 learn more,visit www.hersindex.com *Relative to an average U.S.home Sligo Construction Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use Wtul Annual Cost criteria of the following: Heating 58.0 $1,072 2016 New York ECCC Cooling 1.4 $43 2018 International Energy Conservation Code Hot Water 12.2 $225 2015 International Energy Conservation Code Lights/Appliances 21.1 $981 2012 International Energy Conservation Code Service Charges 586 2009 International Energy Conservation Code Generation (e.g.Solar) 0.0 S0 2006 International Energy Conservation Code Total: 92.7 $2,408 HERSAndex Home Feature Summary: Rating Completed by: Ma gwp Home Type: Single family detached Energy Rater: Matt Wahl ISO Model: Custom Home Edsung 140 Community: n/a RESNET ID: 2572845 ' 130 Conditioned Company:an Ener 8 Ratin Service Inc n 2 Conditioned Floor Area: 2,371 fiz 35 Tel ar Dr,Islip erracegNY 11752 2,u Number of Bedrooms: 4 631-566-8439 Re/eHw a 00 Primary Heating System: Boiler•Oil•86.7 AFUE 90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider. Building Efficiency Resources •0 PO Box 1769 Brevard,NC 28712 ,• Primary Water Heating: Water Heater.Oil•0.79 Energy Factor 800-399-9620 House Tightness: 3 ACH50 Ventilation: 86 CFM•35 Watts Thi•Nom Duct Leakage to Outside: 20 CFM C 25Pa(0.86; 100 s.f.) " '•" pAbove Grade Walls: R-18 e..., Zero En 2° Ceiling: Attic,R-38 A*W Home c Window Type: U-Value:0.3,SHGC:0.3 Matt Wahl,Certified Energy Rater Res L"'•""�' Foundation Walls: N/A Digitally signed:2/15/21 at 3:22 PM ekotrope reporty Rating Disclosure for this horne-is available from the Approved Rating Provider. This does not • or guaran Home Energy Rating Certificate Rating Date: 2021-02-15 ` itN Registry ID: a tr ace PCOJectCC� E'p®r$ Ekotrope ID: M28D3AZ2 ' - e • ' • ® s . Ave performance . - - .- ® •• .. . oil the�fnoreener,gyeffi,cli.eritthe,,h,ome.To, $2,0 2 Builder V�sl WWw. _ersin ex.corn ge U.S.home Sligo Construction Corp 515'learn rn h, I d *Reltitivet ,pre o an avera Your Home's Estimated Energy Use: This home meets or exceeds the Use WWI Annual Cast criteria of the following: Heating 58.0 $1,072 2016 New York ECCC Cooling 1.4 $43 2018 International Energy Conservation Code Hot Water 12.2 $225 2015 International Energy Conservation Code Lights/Appliances 21.1 $981 2012 International Energy Conservation Code Service Charges $86 2009 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2006 International Energy Conservation Code Total: 92.7 $2,408 Home Feature Summary.. Bating Completed by: kwer•v Home Type: Single family detached EnergyRater., lvlattWahl yea Model: Custom Home RESNET ID: 2572845 Existing xao Community: n/a Homes 130 Rating Company: Energy Rating Service Inc axn Conditioned Floor Area: 2,371 ft" 210 Number of Bedrooms: 4 35Tellar Dr,Islip Terrace,NY 11752 RefeHome l loo Primary Heating System: E er•Oil•56.7 AFUE 631-566 8439 90 Primary Cooling System: . it Conditioner•Elect c-14.5 SEER Rating Provider: Building Efficiency Resources 80 PO Box 1769 Brevard,NC 28712 ro Primary Water Hearin Water Heater-Oil•0 9 Energy Factor 800-399-9620 aa° y 50 HouseTightn s: 3 ACH50 f "� Ventiia 86 CFM-351Na s to This Homo si w in•s,errAe; RE 30 Duct Leakage to Ou ide. 20 CFM a(0.86 f 100 s.f.} 3 20 Above Grade A(alls: R-18 to eill g. Attic,R-38 Zero Energy o Home Windom Type: U-Value:0.3,SHGC:0.3 Matt Wahl,Certified Energy Rater usEnar�y Foundation Nails: N1 Digitally signed:2/15/21 at 3:22 PM c,cssowtr m • • U-0 :. -. •••: o•r. s • o � . . New Fork ECCC 2020 Performance Compliance Property Organization Inspection Status tt. t? CErre 290 Bayview Ave Energy Rating Service inc Results are projected Greenport, NY 11944 Matt Wahl Model: Custom Horne 631-566-8439 Community: n/a Builder R972-1-290BAYVIEW-MJW Sligo Construction Corp 290 Bayview Ave,Greenport This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,599 $1,479 Cooling $105 $92 Water Heating $382 $382 Mechanical Ventilation $34 $54 SubTofal-:Used`to'deter inme`compliance $2;'120 X2,008 Lights&Appliances wlout Ventilation $1,035 $1,035 Onsite generation $0 $0 Total $3;35.5 3,042 Requirements 405.3 Performance-based compliance passes by 5. 35`° R402.4.1.2 Air Leakage Testing Air seating is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa: R402 5 Area-vleighfed average fenestration SF3Gi✓ 8402.5 Area-weighted average fenestration U-Factor R S0 1 Uhiing Equipment E€rrcrelmcy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met R403,6.1 ivlechanical Venftlattof Efficacy< 8405.2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 5.3%. As a 3rd party extension of the code jurisdiction utilizing these reports,i certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on Climate Zone 4.If rating is Projected,I certify that the building design described herein is consistent with I he building plans, specifications, and other calculations submitted veith the penult application. If rating Is Confirmed, I cert.01 that the address referenced above has been inspecieditested and that the mandatory provisions of the iECC have been installed to meet or exceed the intent of the{ECC'or vriti be verified as such by another party. Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 2115/21 at 3:22 PM Ekotrope RATER-Version 3.2.4.2609 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance aigotithm,Including appropriate amendments. Ekatrops RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report New York ECCC 2020 UA Compliance Property Organization inspection Status a txrrce 290 Bayview Ave Energy Dating Service Inc Results are projected Greenport, NY 11944 Matt Wahl Model:Custom Horne 631-566-8439 Community:.n/a Builder R972-1-290BAYVIEW-MJW Sligo Construction Corp 290 Bayview Ave,Greenport This report is based on a proposed design and does not confirm field enforcement of design elements. Building..UA Elements IECC Reference As Designed Ceilings 36.7 41.1 Above-Grade Walls 139.1 145.8 Windows,Doors and Skylights 108.4 100.3 Slab Floor: 0.0 0.0 Framed Floors 65.5 53.8 Foundation Walls 0.0 0.0 Rim Joists 7,1 6.4 Overall UA(Design must be equal or lower): 356.8 347.4 Requirements 4021 5 Totaf t1A altemaUve rsmphance`passss by�fi90 2 ( 4018.2 Glazed Average SHGC.0.30 Max SHGC:0:40 Fenestration SHGC g r 8402 412 Air Leakage Testing Atr seairrig rs 3 00 ACH aE 50 l3a 1t must nae exceed 3 00 ACH at 50 Pa R402.5 Area-weighted average fenestration SHGC 8404.1 lighting Equipment Efftciency 3vRandatary.code r uitements(hat are nae trlan¢atory Chek6tst checked by_Ekotro rtlust ae rrret R403.6.1Mechanical Ventilation Efficacy 'fid' 840 3 3 Duce Tesgng rr 403.5.3 Hot•crater pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 2.6%. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 2115/21 at 3:22 PM Ekotrope RATER-Version 3.2.4.2609 New York ECCC 22020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm;including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERSRating Tool.All results are based on data,entered.by Eketrope users.. Ekotrope disclaims all liability for the Information shown onthis report. i-qew York 2020 ECCC Compliance port (ER1 Pathway) Projected Energy Rating Index prt Property Organization Energy Rating Index information Builder:Sligo Construction Corp Company:Energy Rating Service Inc Projected Rating Address: Phone:631-566-8439 Rating No: 290 Bayview Ave, Greenport, NY 11944 Rater:Matt Wahl Rater ID (RTIN):2572845 Date Rated:2021-02-15 Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 58.0 $1,072 Cooling 1.4 $43 Water Heating 12.2 $225 Lights&Appliances 21.1 $981 Photovoltaics OA $0 ......n:..,.t.:.-.K.,d.:.'v........,.....�wa�..�:a,:u.✓1:v,....;;-,+,..:+:�-.ww .G.ami'w-,+..:a......:w�:>+w,.......,,.z..::r.o..ti.we...:.m,:..».�.��w "",.:.tiww.;.`�.°....,. w:.v.d3,u.,.`ww: "w �^.r:.sn,......,..`„�wv.....: °Based on standard operating conditions ERI with PV:56 ERI without PV:56 1 Electric(kWh):6,635.9 CO2 Emissions (Tons):8.4 Natural Gas(Therms):0.0 PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERl Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verifie y Egtrope. Name: Matt Wahl_ Signature: Organization: Energy Rating Service Inc Digitally signed: 2/15/21at 3:22 PM Company:Building Efficiency Resourcesk"�° �`s� t z Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620 Fax#:877-399-1361 rx,.C�fDITAtt��. To determine if a provider is properly accredited go to:www.resnet.uslorofessional/programs/search_directory (Projected. Confirmation required.) Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels-andPASS , F 402 1,1'ar402,1,3' ` maximdrn'fenestration U-factor and SHG-.C- _8401.3 HGC 8401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house 8402.4.1.2 Envelope airleakage•maxirntm,ieakage rate PASS R402.4.1 t Table Comply with air sealing insulation g n requirements in Table Checklist required for CO 8402.4.1.1 R402.4.1.1 R492 4.4 Rooms containing fuel.-burning appliances R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SH, C),PASS R403.1.2 Heat pump controls PASS* R406.2^' Ducts outside of conditioned space fo be in'sufatedto a PASS* minimum of R-6 8403.3.2 Duct sealing on all ducts PASS* Duct testing for ducts in unconditioned space PASS* R403.3.5 Suiidin"g cavities not used as ducts. = PASS* 8403 51 Heated:water circulation atid.:temperature riaarnferiance PASS" systems comply R403.5.3 Hot water pipe insulated to.R-3 PASS 8403 6 Mechanical ventilatlan;meeting the requirements of`h'e IRC PASS" or.IMC;Qutdoor.air.ani exhaust dampers instai(ee(. R403.7 ACOA Manual J and S conducted for all heating'and cooling RCCA forms required for systems. permit -R4018, Systems serving multiple dwelling unts,fo rneef.the rrmechar icai requirements of II CC,camm•e'' al code' R403.9 Snow melt and ice system controls installed where applicable PASS* 8403.10 Pools-and•permanent;spa energy consumption•meet PASS* requirements'for heaters,time clocks°and covers 8403.11 Portable spas meet the requirements ofAPSP-14, PASS* 840.41 High efficacy lights n stailed in 75 Yo of permianerit1 installed . PASS , fixtures. This is a projected rating.These items must eventually be field-verified by the Rater, .. Field inspector,Code Inspector,or Builder. '�'� i X290 Bayview Ave Greenport, NY 11944 Builder: Sligo Construction Corp Model: Custom Home Community: nla This report is based on a proposed design and does not confirm field enforcement of design elements.THIS HOME Is r r CERTIRED TO MEET THE NEWYORK s 20,20 t Building Features Ceiling Attic, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Wails R-18 Duct Leakage to Outside 20 CFM @ 25Pa (0.86 J 100 s.f.) { Foundation Walls NIA Total Duct Leakage 20 CFM @ 25Pa (Post-Construction) 4 Framed Floor R-30 Heating Boiler• Oil - 86.7 AFUE f F Slab N/A Cooling Air Conditioner•Electric• 14.5 SEER Infiltration 3 ACH50 Water Heating Water Heater• Oil - 0.79 Energy Factor Window U-Value: 0.3, SHGC: 0.3 As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted Intemational Energy Conservation Code based on Climate Zone 4.If rating is Projected,I certify that the building design described herein is consistent with the building pians,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected.ftested anci I that the mandatory provisions of the IECC.have been installed to meet or exceed the intent of the IECC or will be verified as such by another party/JyIJI' �1(� Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 2/15/21 at 3:22 PM f Ekotrope RATER-Version 3.2.4.2609 t New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope PATER is a RESNETAczredited HERS Rating Tool.Alt results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report_ Air Leakage Report Property Organization Inspection Status EN b, e 290 Bayview Ave Energy Rating Service Inc Results are projected Greenport,NY 11944 Matt Wahl Model: Custom Home 631-566-8439 Community:n/a Builder R972-1-290BAYVIEW-MJW Sligo Construction Corp 290 Bayview Ave,.Greenport General Information Conditioned Floor Area[ftJ 2,371 Infiltration Volume[fts] 24,517 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.](Calculated) 67.42 ELA per 100 s.f. Shell Area(Calculated) 1,202 CFM50(Calculated) 1,226 CFM50 I s.f.Shelf:Area(Calculated) --]0.219. Duct.Leakage, System I System 2 Leakage to Outdoors 49 CFM @ 25Pa. 20 CFM @ 25Pa (3.95/'100 s.f.) (0:861100 s.f.) Total Leakage-Test Type Post-Construction Construction Total Leakage[CFM @ 25 Pa] 49,0 20.0 Total Leakage[CFM251 100 s.f.] 4.0 0.9 Total Leakage,[CFM25 f CFA] 0.040 0.009 Mechanical Ventilation Rate[CFM; 86 CFM Hours per day 24,4 Fan Power 35 Watts Recovery Efficiency % 59.0 Runs at least once every 3 hrs? true Average Rate[CFM; 86.0 CFM 2010 ASHRAE 62-2 Req. Cont Ventilation. 61.2 2013 ASHRAE 62.2.Req.Cont,Ventilation 74.0. Ekotrope RATER-Version 3.2.4.2609 All results are based on data entered by Ekotrope,users,Ekotrope disclaims all liability for the information shown on this report, Building Summary IN��Y e Property Organization Inspection Statusrr 290 Sigiew Ave Energy Rating service Inc Results are.projected, Greenport,NY 11944 Matt Wahl Ntodel:Custom Home 631-566,8439 Community'nia guilder R972-1-290BAYVIEW-MM Sligo Construction Corp 200 Bayflew Ave,Greenport OF Number Of Floors Has�lecttic Vehicle Read S ace No Colyditioned 1r'o(ume(cu ft� 24 517 4" Residbrice Type Single farnlly detached Model Custom Home -S Climate Zone 4A gl' �10 None Present one P[esent 'MIM iq M "M I I Of None Present 1, "M §F� x rg"MMIR117w '47 '4 �q None Present' w Name Library Type Carpet R Floor Grade. Surface Area Location Basement FG 0v dsr3de 1„322 tlzVerttetl Orae . Garage Ceiling 0. 271.0 Building Surnmaq Property Organization Inspection Status rellt v 290 BayviewAvee,,y Rating Service fric Results are.projected Greenport,NY 11944 2'ait'VV'hJ Model:Custont Ham 631-566-8439 Commun'ity'n/a Builder €2872A-290SAYVIEW4AJW Sligo Construction Corp 290 SayviewAve,Greenport I'M "'I UP r,4 gertr 1 .t Mill P2 WrAu,e R30,FG2,10-16 elw777 az Name, Library Type Surface Area Location I-amb 1-gar 29, ng g ow 01 IN E Name Effective insulation R-value R 2().G Sr j"7j.'VE g"NEWT-0 0111MIT 170P"W""", Y" �§111110,11,011111 Z '5 � "WrERN517,10,M510gF, IN Name Library Tjpe Su ace Co or Surface Area a 2110�43 W Exterior Wall$,I Exposed Exterior ' 20 Exterior Walls2,... F Med um Exposed Exterior W Extenor Walls r`..-'-,'.' Exposed Exterior Garage Common Wallis lviediu Unconditioned,attached garage Building Summary Property Organization Inspection Status IN 290 SayvievvAve Energy Rating Service Inc Results are.projected P Greenport,NY 11944 Matt Waill klodel:Custorii Home 631-566-a439 Community,Fda aulider 8972A-290BAWEW-tAXI Sligo Constniction Corp 290 Sayview Ave,Greenpod 51, IM Nlmw ME R15.FG2,&18+3k 691 L'0 -6 R15,FG214-16 ekott��t R19,FG2,133-16,+3 ek 214, Mtft wg"M IN= Name Library type Wall Foundation is tipera4te Overhan Oveifiang Ft 7o Overhan Ft Fo Orientation Surface Area Assignment Welt Dept�i Top- i�ottom Assignment Unnamed Giazanv Y Lt. .3fr�$' 2.ii- Yes�,-.7;-74"-' 0 yrs West 27.0 ft2 iGCAm walls 111--� 2 Unnamed Glazing 0' 0 South 81.0 f1 2X4 Exterior:"., VVaUS'2: Unnamed 2XA yesil 0 3 South 40,0 ftl �SHGC',030i Vvalls I North 27-0 fF Unnamed Glazing 2u4-E—Xler0r-,'_ Yes Walls Unnamed Glazing %:"'. Ye 2A IMP 1 3 North 12.0 it' SI IGC'C3 3t3; Walls T,- Unnamed Glazing kk j�j e!xd Exterior YesF Gij 0 0 North 58.0 it- fJGC'O'"30Walls 1�" '0: Unnamed Glazifig,-��:1.�,,��',,'�L,�""",��",�',U,"0,36 20 Exterfe 1 We, 6.8 West 14.0 ift' UAW, Vim 0.300 M,f!MAIN kill NOTE "Wgl� RONNIE "'IM "W" Nx ame Library 3ype. RoolAssrgnment Orientation Surface Ares Location Skylight L+3o a GC 35 Slope 0 Building Summary ENE-ROK Property Organization Inspection Status ENE-ROY, 290 Sayview Ave Energy Rating Service Inc Results are projected Greenport,NY 11944 MattWahl Model:Custom Home 631-5664439 Communi4r:rda Builder R972-1-12906AMEW-MM Sligo construction Corp 290 Bayview Ave,Greenport Mr77Z—n—, ng E`�,l gg gJ P!2 01"A WIN I Nam Shoe Gactor U.35 SHGC.35;'1.,._.. 0'350 s 'I MOP g RE MEN A ry ryp g tar Surface Color Surface Area Location Assignment Absorptance 77 front"' 2-1i4 �sol 2x4 Exterior Vlalfs' Medfurn 21.072- ExposedExtedor core 2'- to basement—,-.2-14 Wd solid D 7 0:75, Medium 21.0 IF Exposed Exterior core o garage Garage Common 0.75 Mlediurn 21.0 ft= Exposed Exterior Wa%,, Name Effective U-factor 2-1/4 IM solid care 0:357 R5 steel insul,. U00 �,,Tggg;M"IM17- "M '777 7 1A, -A 'MR00i 'y 10 V, U ==6 K-61 ,®R` 00 NOUN il ME BMW W- !,# Name LJI)M;y' pe AtticEiieffi6r' ay or Concrete Roof Surface Calor S1122e Area LoeaUon Tiles Flat CeilingTRTGi._Fi 3T1.3E,7-7 TWr�_�Iurn" 1.193 it,,, Attic F eko • Slope Ceiling',; ",R30,F92J0A6yeka 230, tva Medium: Vaulted Roof .'3 gpla",On�,ggvr wwr",;�gg g 54 Mr M,r�� 55,33 igl 'I"ME w am Name Has Radiant Barrier Effective R•value R:30,FG2,10-16veko',7- No 24.6% R38,FG2,8-16 37.G52 CrossLay eko"��.. 4 Building Summary Property Organization inspection-Status 290 SiewAve Energy Rating Service Inc Results are.projected Greenport,NY 11944 Matt Wahl Model:Custom Horne 631-566-8439 Community:n1a Builder R972-1-290BAY1AEW-MNi SlfgoConstruction Corp 290 Say.view Ave,Greenport lntiitra4 on Measurement Type Shelter Class 3 ACH at 50 Pa "Ne ply '17 IN,"11 on MAN 'Ka U50F. IN*V) X", Ventilation,Type Ventilation'Rate operational hours per day Fan Watts Runs once every three Eriirjjy'Recovery Percent M I n 111 3 11 1, hours Exhaust Only 86 CFMs' 24'r S5 pNatis Yes,, ............ .................. ...... Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 11DQ' VO R13P A 44L None Preseri� mw', )Zlil Rate_-MORE 7� �w PC"71' R 5 A" ME Ing e era 0- L p I UFO "'Alt M'' 71 ON, 5% g1ge. ROM, Ej None Present None Present 7"t ";7 wv g gf� 2% Nil �f Kms Building Summary ENE -a y8I�r Property Organization Inspection Status e,-'J 290 Bayview Ave Energy Rating Service Inc Results are projected Greenport,NY 11944 Matt Wahl Model,,Custom Horne 631-566-8439 Community:Wa Builder R972-1-290BAYVIEWAAM Sligo Construction Corp 290 Sayviewl Ave,Greenport Name Library Type eating Percent Load CooEing Percent Load Hot Water Percent Load Location I st Floor Cooling ' ACCs 141-5 SEEROt 095; 096 EJricoildi Toned Basement! Crawlspace 1st Floor Heating O�Tyd air 92k,85% 0% �'�V unconditioned Sai;Wenl CravAspace� 2nd Floor Cooling, ACC,29K;14.5.SEER0 50% 0%- Conditioned SDace, 2nd Floor Heating 0.11 Hyjd-air 92K'86%, 509a• 0% Condit lonedSpace Water Heating Oil,IT,50gal6660,1. OW 100°0 -ConditionedS ace, ,=Eq Eclyip Tent Type.. r Conditioner Fuel Type Electric I - Disfrbtiti0- ForcedAir' Motor Type PSC(Single Speed) 1475 SEE Cooling Capacity lkbtwh] 29 0!1:01 0 I IP E''I' l MIR' RRY 41 '92!08f :II R Ali ,ild jYle TIM 0 R T0,111 ,d' M Mix"e' ? Now NuRent T5 11? ype Fuel Type Oil Dis 6tl n-) m-y"df9rf;D, el yerl Ian Heating Efficiency 86.7 AFUE Heatingpolt 01 11; 'Ca 441, 92 Use default EAE Yes Egtpineht Type t r beater er Fuel Type oil Dis I ItI - 'T 09L ype:., Hydropic er {Radiant) ad nt Hof Water Efficiency 0.79 Energy Factor Tank.Capacity I Hot Nater Capacity[VB-uI 4:0 Recovery t. 6 6", Building Summary Property organization Inspection Status ff?lZfirent= 290 Bayview Ave Energy Rating Service Inc Results are projected r Greenport,NY 11944 Matt Wahl Model:Custom Home 531-566-8439 Community:nla Builder R972-1-290BAYMEW-I UVI Sligo Construction Corp 290 SayviewryAve,Greenport ; d . �ea♦r'r+�^rn`�,yoT~ .a ,a w,'", '.�°r°-'°,�,��xx rkp ,.s—.axa; t"�o�°, y ; Is ��Ld� fi �✓5�� n.-,� .a�� c^rar .,. Llisintiution Type Farted Air Heating Equipment 2nd Floor Heating 'CoQlrng Equipment 2nd Floor C00ting: Sq.Feet Served 1239.. 49 Return Grilles 1. _ To Supply Duct R Value 8 Supply Duct Area jft2j 334,53 Return DucLArea eft-)' :':fit�5 _ . . Leakage to Outdoors 49 CFM @ 25Pa(3.95 1100 s f) Total Leakage ;'.49.CFIb325' Total Leakage Duct Test Conditions Post-Construction Use DefaRate Yes Duct 1. Duct Lacat�on 'COndl#!oiled.Space Percent Supply Area 100 Percent Return Duct 2 Dtact LOcatiorl .onditionad'Space Percent Supply Area 0 Percen#Ret6n3Area: Duct 3 Duct 6ocatiin 1;Cantil#iotted,Sp3ce Percent Supply Area 0 Pei cent Rekprn Area 0 Duct 4 llci Loca#iozl GOndititneti Space Percent Supply Area 0 Pe NOrnrea 0 Duc#b Duet Location COndltiatted Space Percent Supply Area 0 Percent;Return Area 0. Du5 6 Duct Location LLConditioned Space Percent Supply Area 0 Percent Return Are a:;.; 7 Building Summar ENren't Property Organization Inspection Status ,a we 290 6ayvieWAve Energy Rating Service Inc Results are.projected r Greenport,NY 11944 Mail Wifti Madel;Custom Home 631-566-8439 community:nra Builder 8972-1-2948AYVIEW-TANi Sligo&nstNGtion Corp 294 SayviewAve,Greenport 'ID,�5 � i MR U.ti (S$£: I PON x W mky wve, 'Wa v:r P r4✓e �` MET Heating Equiprnenf 1st Ftaar Haating Cs�tating Equlprnetit ' ,?_.. :x .".�£,.. ,$ ,tst Ftaor Coaling, ._,_. ` .♦( ,_... _ . . .;_..., Sq.Feet Served 2332 Supply Duct R Value 8 Gupply Duct Area(ttg 629,64 Leakage to Outdoors 20 CFM Q 25Pa(0 88 f 100 s t) Tcatai Leakage Duct Test Conditions Post Construction Duct 1:" Percent Supply Area 100 Duct 2 Percent'SupplyArea 0 4�fCentR$ttlinAlea t >_t> > ,.r• .. 4 i,)... ., Duct 3 Percent Supply Area 0 Duct 4 Duet Locatirl` " , # Canddloiaed Space Percent Supply Area 0 Percent Return Duct 5 Duct Location Percent Supply Area 0 Percent Return Area "0, � �. _. .,,..„ ' . ., •, 6 . . Duct 6 Duet Lo�attop , , . Gaatlltlgfaed Spate w t ,.. ,, Percent Supply Area 0 a Has Cfn1 Per Watt 100 Y Wafer Fixture Type_ � ,. Standard ::•: �, ; � � << . Use Default Hot Wafer Pipe Length No Hit Water,Ps a Len ttI ft 40 ��. . , At Least R3 Pipe Insulation? Recfrculatlon System Plpe Loop Length[ft] 20 8 Building Surnrnafy ENP Property Organization Inspection Status 290 Sayview Are Energy Rating Service Inc Results are projected Greenport,NY 119" Matt Wahl Model:Custom Home 631 566-8439 Community-.r9a Builder R972-1-290BAYVIEW-[AA'J Sligo Construction Corp 290 Sayvie-wAve,Greenport T' Z, IN' U !,P 7 Fuel Type Electric Fier Fa .,. qn"g Is Outside Conditioned Space No Clothes flryerAVgiJ6 616 Y, -Defaults Type HERS Reference 10CM,,�qa Laoei Energy Pat, ar; Annual Gas Cost SO.'08 k0i 0ectf Rate_' Gas Rate S0,53fTherm 2'87 Imef 0.33,052632 TypeHERS Reference Is Outside Conditioned, Space No Clothes W006r.AVail e,' Yes g �,, UO'N Art'. er Etticiency., 7676a kWidi: .Dishviasher Size Standard 9s autslde`Conditioned Pa gr 1,om7mg:,�1r ng nmlnn�,pqmw� g_ ,IN ............ x" V�Ww 0 F!ro Q��rnm a*,64an st' Yes;'. Range/Oven Fuel Electric ConVeci. `fon7 Induction Range? No FtarigelQuert'Outsidm Condstlaed Space No _. Refrigerator Consumption 578 kWhiYear ftiafr' r4i6j. 6fsid6b6ndd6n6d PaC-1,---,, N Building Summary Property Organization Inspection Status 290 Bayview AveEnergy Rating Service Inc Results are projected f Greenport,NY 11944 IvlattW&hl " Model.Custom Home 631-566-8439 Cofnmuniyr n1a Builder R972-1-2905AYVIEW-MNI Sligo Construction Corp 290 Bayvie4v Ave,Greenport '� �� ii'Porsrr's.��-t 4 ,fir paw+" } gym ` SiaF r ., ♦7�' :� r rk� 3� 'his s�m1� �.� � v�"t'�+�`� l�t�'�`- Wey*d�a�., `'�trt. � 4 G �,f a � ................ rs�. ;,` `x�' ", ,ri'..«.., MJW 0211512021 290 BAY-VVIft_AXM HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -6:12 PITCH x1.202= -4 BEDROOMS -2 STORY -FRONT FACES SOUTH -ATTACHED GARAGE -ATTIC HOUSES 1 AIR HANDLER,1 AC COIL,1 HW COIL -MECH ROOMHOUSES BOILER,HOT WATER STORAGE,1 AIR HANDLER,1 AC COIL,1 WATER COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY:FAN 66 CFM x24HRS -SOLAR PV NIA 10 RESNET HOME ENERGY RATING Standard Disclosure ' ' For home(s) located at: 290 Bayview Ave, Greenport, NY Check the applicable disclosure(s): ,1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. in addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel i E. Other(specify) 3.The Rater or the Rater's employer is: A. The seller of this home or their agent lni B. The mortgagor for some portion of the financed payments on this home I�C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home ,4.The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater WfEmployer >Rater 0Employer Air sealing of envelope or duct systems Rater ` Employer' MRater MEmployer Energy efficient appliances Rater I EmployerRater Employer Construction(builder,developer, construction contractor, etc) Rater Employer Rater Employer .� Other(specify):�r- gRater Employer Rater Employer ,C]` 5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling"of the Mortgage industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Rater Certification#: 2572845 Name: Matt Wahl Signature: AW Organization: Energy Rating Service Inc Digitally signed: 2[15/21 at 3:22 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry'National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet,us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 Builder Affidavit LAN ;RPY. �. Property Organization Inspection Status a 290 Bayview Ave Energy Rating Service Inc Results are projected Greenport, NY 11944. Matt Wahl Model:Custom Home 631-566-8439. Community:.n/a Builder R972-1-290BAYVIEW-MJW Sligo Construction.Corp 290 Bayview Ave, Greenport Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS).Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion..The HERS Provider and Rater do not create or imply any duty or obligations to Builder.or any subsequent owner. Builder is responsible for taking any:actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS@)Index Score:55 Builder Name:Sligo Construction Corp Builder Signature: Name: Matt Wahl Signature: lar" Organization: Energy Rating Service Inc. Digitally signed: 2/15121 at 3:22 PM Ekotrope RATER-Version 3.2.4.26109 All results are based on data entered by Ekotrope users.Ekotrope disclaims an§rabilitt¢for the information shmn on tit(5 report. ACCA Manual DJS HVAC Load. Calculations for- Residence orResidence 290 Bayview Ave Greenport, NY FIL HVAC HVAC L.0 Aps Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-566-8439 Tuesday, February 16,2021 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 Resirlential3&Ligrit CoTnmetcial VA—"" t EliteSoftWare Development,Inc �her�y Rafiriq,Serv�ce s t y` z , ' gGCA Mahual D:1St! 6, Pro ect Re +.ort Project Title: ACCA Manual DJS Project Date: 02/15/2021 Client Name: Residence Client Address: 290 Bayview Ave Client City: Greenport, NY Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 `; a a M I' a .X�"i+?u ` . .a?� r' ." Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor. 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry BulWet Bulh Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer. 83 71 56% 50% 75 30 a+^�� X5 .7 Total Building Supply CFM: 1,400 CFM Per Square ft.. 0.592 Square ft.of Room Area: 2,365 Square ft. Per Ton: 927 VVolume(W): 20,033 „�.. '4 x, �w4' _ '" '�' �� - NO 0 Total Heating Required Including Ventilation Air: 34,105 Btuh 34.105 MBH Total Sensible Gain: 26,187 Btuh 86 % Total Latent Gain: 4,420 Btuh 14 % Total Cooling Required Including Ventilation Air: 30,607 Btuh 2.55 Tons(Based On Sensible+ Latent) :, � r� "�.�«e ,';: ,surtr."T s�;�,,y4 w%.r^-..* r�ik -hu Y _'�C. .- A„ n c.• 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. E:1...\290 Bayview Ave 02152021.rh9 Tuesday, February 16, 2021, 7:12 AM Rh�ac Res#dentias&Llght�Commeraal HVAC Loads �; E#}te �e pment,Inc p s i � . Software De to Miscellaneous. Re ort , Winter: 10 9 80%° n/a 70 n/a Summer 83 71 56% 50% 75 3017 Winter: 10 9 8U% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 t Main Trunk &=-UILS Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr ...—-----------------_._....__.. --.. -- ---—----_---- --- -50 CFM -.-.. --- 27.__CFM._._.._._..__.. Infiltration Actual: 0.075 AC/hr 0.040 AC/hr Above Grade Volume: X_ 20,033 Cu.ft. X 20.03 Cu.ft. 1,508 Cu.ft./hr 804 Cu ft./hr X00167 X0.01.67 Total Building Infiltration: 25 CFM 13 CFM Total Building Ventilation: 90 CFM 90 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(25 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(13 CFM), Construction:Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150-AC/hr(25 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(13 CFM), Construction:Tight p m � „�,,�. �;,4 s�;'�rr`�<, �� esu x � �x ,B s�w,� <�, t ,�<`��q.*� '��r�: r�� ,��T�� s,��13�' �/•; ��f$CG�x tit r��F,�}r.>�� 1 Supply Attic 16B 0.04 8 768 No 1 Return Attic 16B 0.04 8 142 No E:1...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM Rhvac Restdent�al Ltght Commercial HVAC Loads v E�tte SofLwaTe Uevelppment;inc � UO Ne Load.Preview Re ort Ne ft. Se La Ne Se Sy Sy Sys Du Scope To /To Area Gai Gat Gai Loss Htg Clg. Ac Siz CFM CFM CFM Buildingp ........- 2.5 927; ?t365 26,187 4,420 30 607 34105 1,40d 1,406 1,400 System 10 89 1.406 1 256 10 150 581 10,73i 11 56 6006 60Q 9x1 Ventilation 53 307: 360: 395 i _. HW Piping 272:' Zone 1 1 256 10,097 274 10.37' 10 696 600`-'N 600 9x1 3-Master Bedroom 473 3 101 124 3 225 4,866 2681"'x 184 . 184 2-6 4-Bedroom - 4-Bedroom Back Right 243 2,102 62 2 164 2 233 123: s 125 2 5 Bedroom Front Right 248 2 094 58 2 152 2135 124 2 6-2nd Floor Hallway Bath .. 286 2.806 r 30 25830 1 659 91 <`j 166 2- _,.. System 2 _ 1.66 679. 1 109 16 03$ 3 839 19 877 22 542 800 ` Ventilation 263` 1535 1,794 1975 Supph+Dud Latent 529 523 Return Dud 692 92 764 784 HW Piping .............., Zone 1 1 361 1 10515 083 1 683 16 766 18 421 800-2,k', SOQ 1 Ox1 1-Bedroom. Bath 274 3,376 0 3376 51Tf 225Y1 173 2 ' 2 Dmmq Kitchen Living 835 11,701 1 683 13 394 13,250 575x1 621 6- E:\...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM 12hVac ,Residentrai&Light;Commeraal H1lAG!'gads � k e� trrenY' nc t Elrte Sp1;hy�re Deer Pp ,� �iSit %7,: cse' i•`. .:ls��J��SS�k � :{a��:�;>x .# 2;,-. it v+ax �x < "� 1x �r��i zL";o-x,�sa,'*�"�s�`�„y�r'� �cZ� :is.��ir:; �� "�� f ��s'� � Duct Size Previ� v ` Room or Source Minimu Maximu Rough Desig SP Duc Duc Htg Clg Act. Duct Reg Duct Name Veloci Veloci Facto L110 Loss Veloci Leng FL Size Svstem 1 Supply Runouts , Zone 1 3-Master Bedroom Built-in 450 75Q 0 01 0 1 469.2 268 # .. 184 2 fi 4-Bedroom Back Right Bwtt In 450 756 0 01 0 1 715 6 123' ¢ 125 2-4 5-Bedroom Front Right Built-in 450; 75Q 0.0f 0.1' 713 118 124 2-4, 6-2nd Floor Hallway Bath Built-in _,450 75Q 0 01r 01, 423.8 91.1 168 2—& Other Ducts in System 1 t Supply Main TrunkBwtt In 650 900: 0 003 0 1' 685.7., 600 6009x14 _.._. System Z i Zone 1 1-Bedroom Bath Bulk-In 450E 75Q 0 01 0 1 456' 225 ; 179 2--6 2-Dining Kitchen Livmq Bulk In 450 7501 0 01 0 1 527A 575`kL 621 6-6 Other Ducts in System 2 Supply Main Trunk Built-In 650. 900 O.D03 0 1 76$ 800 80Q ` 10x15 Summary System 1 Heating Flow: 600 r...n_.:. , K _.. Coolina Flow: 600 Svstem 2 .. ....:_. Heating Flow: 800 Cooling Flow: 800 E:\...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM R vac ,Reside'nflal'8.=L#ght Commercial HV1�C Loads , t 2 t 1 ` r� + Elite Software Development Inc'. ISlI�.�Terrace'�NY�tsi"7.r?2}`x� :. ��, F,..I,�_,rt,x'�. 53 �. _ Y �,�a�ea.t,: .....M��-3�°},�n�"✓F� ".�4��3 Ma,�.y .YrFx'� §.�: `:n, ?+xi'.c.�,��i;r+.V.'.�?�x :�� e��.: Tabular iVlanual D Duct$ize Grid ! Ducts I Room Feeds Zones Flow Diam Wid Hei Vel = ,_ - 290 Bayview Ave_02152.— _ I 0 ACCA Manual DJS I— 0 Svstem 2-1 st Floor I i I Return I E:\...\290 Bayview Ave_02152021.rh9 Tuesday, February 16,2021, 7:12 AM Rh�ac Residen#IaT&Ught Commercial HVAC Loads �. s � + F, ,� Elite Software Development;lnc Fs# a 33pp �,.,i wt.z',�e y.,s,,,.M;'df 2 ' .. i.. •,.;, .;', 'a tt*::.' at e "S "'n._ y,. c. sa•,^o ...,�"�;r�w+4,�`:23,ir .y �'.>`,�' -t+.�� x.�i' -t .'�.,;es,, �:..., � ',ae ��,..� +1rG�aakma�,pt._,. z "s•' t .�� P �.::1 3� tr't K ^'S r:��' z i r.� � ,�5 � t;,,. � �;tya '�d `+ '��,s�,1..#a .F G"d'�}'.r�,I�,�`i 'r•Ya1,.v'�d 3�V1:1 I� h 'Or r..tq �Gl�'Y�ir � x� �G :�5�ri � " ,��" ;,:'R•, ;s��+,,�'��. . R ��a�1,,tine,,�r'� �a� 3Da��e ' r ,.r ,z�-� �,..:�'� �r�d f��a,'i lGfi^c ,'t��i,�H�, �'r��1��.�c? �t��Qs��b U:0.30, SHGC.0.30. Glazing-U:0.30, SHGC.0.30, U-value 275.8 4,964 0 2,615 2,615 0.3, SHGC 0.3 11 F: Door-Wood -Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 12D-3sw:Wall-Frame, R-15 insulation in 2 x4 stud 1918 8,168 0 1,130 1,130 cavity, R-3 board insulation, siding finish,wood studs, U-value 0.071 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 268.7 23 0 23 23 cavity, no board insulation,siding finish,wood studs, U-value 0.086 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1322.5 2,063 0 1,479 1,479 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark'Metal,Tar and Gravel or Membrane, R-38 insulation, U-value 0.026 20P-30: Floor-Over open crawl space or garage, Passive, 1329.9 .2,794 0 140 140 R-30 blanket insulationanv cover, U-value 0.035 . Subtotals for structure: 18,365 0 5,499 5,499 People: 5 1,000 1,150 2,150 Equipment: 683 11,990 12,673 Lighting: 120 409 409 Ductwork: 10,083 621 4,982 5,603 Infiltration:Winter CFM:25, Summer CFM: 13 1,654 274 118 392 Ventilation:Winter CFM: 90, Summer CFM:90 2,370 1,842 316 2,158 Exhaust:Winter CFM: 50, Summer CFM: 50 Hot Water Piping, 90 ft.Total: 1633 0 0 0 AED Excursion: _ _ _ _0 0 1 723 ___1.723 Total Building Load Totals: 34,105 4,420 26,187 30,607 We Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.592 Square ft. of Room Area: 2,365 Square ft. Per Ton: 927 Volume(ft3): 20,033 • a .-.'er S� �i �+ s �l , .'.:! ` � '%�'" � , a' tt b t r� .R " "u't 3 '4n:. , °, ..._a '"a! y'✓"? ro '~ r,°.``: Total Heating Required Including Ventilation Air: 34,105 Btuh 34.105 MBH Total Sensible Gain: 26,187 Btuh 86 % Total Latent Gain: 4,420 Btuh 14 % Total Cooling Required Including Ventilation Air: 30,607 Btuh 2.55 Tons (Based On Sensible+Latent) MW a Q � �� :'�i�?��n. ,r'� � ,e. �� n ;._¢� r t ��.; ,�� '�'4 yx F� -' Z.Sve^;*R+fd ,{ y `ui � ryzx ��✓i,;::.. �� 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. E:1...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM Rhvac Resldentiaf&Ught'Cotpmetcial HVAC Loads r r k � � r, Elite Softv�rare Development Inc�: ,•„ <a7 �;� ,a � .� ? F � �.. _ ss A�CAMahiaalD.�,,,t. 1 ��e G 'wiVY .Y� Ci � ..�;+�>X 4�i,��i•z'r,�:�„��":r?��rT� ��r �s^'i�'`;• v4� K��.�r��5��. r�?"�i rcr�t .,,>s�, '" e�#,3"�€`��a�_�s M:�°��hir,�� &�Cw�e�;.*�G7�� e�i�t E ,u� ment Date = S stern :� ..2nd Floor < . ` Cooling System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T1817STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 18,000 Efficiency: 14.5 SEER Heating System Type: Fuel.011 Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil-in Air Handler Capacity: 92,000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB:75F, SIKH:50%,WIDB:70F,Sen. gain: 10,150 Btuh, Lat.gain:581 Btuh,Sen.loss: 11,563 Btuh, Entering clg.coil DB:75.2F, Entering clg.coil WB: 62.7F, Entering htg.coil DB: 69.4F, Clg. coil TD: 20F, Htg.coil TD:70F, Req. clg. airflow:460 CFM, Req.htg.airflow: 145 CFM E:1...1290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM Rhvac Res�dentlal�Ught Commetaal HVAC Loads � a { � r r �- Ellte Software Development.Inc >+ISII �(T� a � ��,1��5� t+��wm,.a-fit r"�Y A°�,�e,. ��.,.::,i'`,�..7.tis�„�.`r..�j�(!r -�"S�k� :: °� r v 3v�4 ;m�irf��x� „✓,� ,��-�N x l N � s�n� �+'1i�,F}..M.a�gU�+��4r. E 'u' nent Dada = S stem.2 est Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH 1 T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 24,000 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92,000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen. gain: 16,038 Btuh, Lat.gain:3,839 Btuh, Sen.loss: 22,542 Btuh, Entering clg. coil DB: 76.5F, Entering clg.coil WB: 63.6F, Entering htg. coil DB: 66.9F, Clg.coil TD:20F, Htg.coil TD:70F, Req. clg. airflow: 687 CFM, Req.htg.airflow: 258 CFM E:1...1290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM RhYac Residential&Light Commercial HVAC Loads ` � � � � t J � EliteSoftvVere Dexelopment;Inc EynerQRwwa#�nQ.Sery�Ce t �` 5 a e... ,� ,. zyht { , inky t i rJ t n "t.y, a a 4c:v A.RA w q is zl yl .w�(:l7aG'l;� t. ��,75Z"��};. ��4,� �t �;"` .P �s�t.��. ��r:y x. `' } vxns sy x� �Nat� i3 f�u`��y�yaF �1��;, rYAt✓�AJNI 1'I118`�DJS fir Manual S..Performance Data .S sfem 1 . ;2nd Floor: . ... , -. Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 10.150 Outdoor.Wet Bulb: 71 Latent Gain: 0.581 Indoor Dry Bulb: 75 Total Gain: 10.731 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 600 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 11.563 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.4 Indoor RH: 30 Supply Airflow: 600 This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1318AJ1, Indoor Model: RH1T1817STAN Nominal Capacity: 18.000, Manufacturer: RHEEM n Data: WIWI 16. 1.84 0 75 13. Interpolation Results: Percent Load of Load Sensible Capacity: 13.500 10.150 133% Latent Capacity: 4.500 0.581 774% Total Capacity: 18.000 10.731 168% Power Input: 1.84 Heating: Model Type: Fuel Oil Boiler, Model:WV-DV-03-075, Nominal Capacity: 92.000, Manufacturer: PEERLESS Results: Percent Load of Load Heating Capacity: 92.000 11.563 796% E:\...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM Rhvac� Resfden#lai 8 Llght Commercial I#1/AC Loads Mite Software Revekopment Inc Ef1ePQ��'dtlflQe.S.etylCLe s { � z s /( r kK D �anua7 S Performance Da a 5 stem 2 9st Floor Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 16.038 Outdoor Wet Bulb: 71 Latent Gain: 3.839 Indoor Dry Bulb: 75 Total Gain: 19.877 Indoor RH: 50 Load SHR: 0.81 Supply Airflow: 800 Entering Dry Bulb: 76.6 Entering Wet Bulb: 63.6 Heating: — -- ---"-- ---- Outdoor Dry Bulb: 10 Sensible Loss: 22.542 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.9 Indoor RH: 30 Supply Airflow: 800 r This system's equipment was-selected in accordance with RCCA Manual S. Cooling Model Type:Standard Air Conditioner, Outdoor Model: RA1324AJ1, Indoor Model: RH1T2417STAN Nominal Capacity:24.000, Manufacturer: RHEEM Data v C ti c E 1Y U 24 1.64 0771: 18. Interpolation Results: Percent Load. of Load Sensible Capacity: 18.500 16.038 115% Latent Capacity: 5.500 3.839 143% Total Capacity: 24.000 19.877 121% Power Input: 1.64 Heating: Model Type: Fuel Oil Boiler, Model:VtV-DV-03-075, Nominal Capacity: 92.000, Manufacturer: PEERLESS Results: Percent L of Load Heating Capacity: 92.000 22.542 408% E:\...\290 Bayview Ave_02152021.rh9 Tuesday, February 16, 2021, 7:12 AM North I � I 1 ' I W ---------------- Q Z W � ' Bedroom,Bath Dininq,Kitchen,Llvinq }. O ,Qa W , w-)) � LL. N R403.6 Mechanical ventilation(Mandatory), The Building shall be provided with ventilation that complies with the requirements of the 4 8 Residential Code of New �i� •`�� S York State or Mechanical Code of New York State or New York City Construction W k�:,g Code,as applicable,or 3 'n with other approved means ofventilation.Outdoor air [7a a 5 intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is - -not operating. LU LV o _3 O D saE�mir�wrc f— Z n c 0 J� 8403.3.8 Duct system N sizing.Ducts shall he sized 33'V ,'r v In accordance with ACCA B�+ +u a�E Manual D based on .(-i N>c E calculations made in o� W a Pj a accordance with Sections r g 9- R403.7 R403.7 and R403.8. (NYStrech Energy Code 2020) 1ST FLOOR crei o va^-r_n^ 1] D North W "__JJ w R� 0 Bedroom Back RightLLJ d � Lta Master Bedroom - - — — — — — — — — — 2nd Roar Hallway.Batt --------------------- I' I I; 8403,6 Mechanical ventilation(Mandatory), The Building shall be provided with ventilation that complies with the I Bedroom Front Riahl i S requirements of the Residential Code of New 'I r>4�►h� i York State or Mechanical Code of New York Stabe or New York City Construction N g Code, asapplicable,or with other approved means I I' Fad of ventilation.Outdoor air Lia intakes and exhausts shall 'I have automatic or gravity II. dampers that close when the ventilation system is — — — — — not operating. W W o � � Z n 0 8403.3.8 Duct system q 3 N sizing.Ducts shall be sized ••3'e „, in accordance with ACCA '�'^'•�.n Manual D based onE z' calculations made in o w u a Pt accordance with Sections r g w Y g^c R403.7 and R403.8. (NYStrech Energy Code 2020) 2ND FLOOR crei cva,,—r_o^ F2] 2 FIELD.-INSPECTION REPORT DATE GOMMl!;NTS • FOUNDATION(1ST) - H F0UNIDATI0N(2N)?) _ • . vim. 0 � . a ROUGH FRAMING:& . t� PLUMBING' S tic ^� ! INSULATION.PER N.Y. H STATE'ENERGY CODE FINAL ADDITIONAL PAIMNTS J V4 0 A l s vIr `^� z V l a °S0_ � TOWN OF SOUTHOLD—BUILDING DEPARTMENT o d; Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 "per o� Telephone (631) 765-1802 Fax(631)765-9502 htps://www.soutlioldtoffnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: -� APR 1 2 2021 fApplic�tions and fdi msxmust be filletl out'in their entirety FlncoiY plete'` t ' �applicatioris will nbt pe`acceptetl'Where=the Applicant�srot tleowne'r,an f-N -4 w. Owner's Autl�or�aatronf#orm�(Page�2j shall Lie aor�ipletecl �� y �f��,�^�� ri - �,.`` Date: , t Name SCTM#1000 �.. ._ � . _. � �......_.,., Project Address: � ' T.F/V Phone# _ . Email:, O lJ. Mailing Address: fCQNTACT PERSON � �'� � �;,�� r aK � �r� � � �� g�� °,• �r: � � � � R�_ � � � � �, � . Name: LI L V4 Mailing Address Phone# Sl6 �� r Email �L 6 6m Name ,. _t'1Vl... .,n Mailing Address Phone# Email:_ ►.n.M ,$SSS T.. '1 �S.m.R.r.. .. ,.. : ._:n. _. .. .... .. .. . � .WSYJ CQNTRAGTOR INFORMATION: Ya3 n'wm �.r r r Name: Mailing Address 1 Phone# p '� Email G ..�...�.��..�..�.�....�.. �_�.�...2�. ..�. ..�. _ma�s.�..�..w _y..�.r. 7-17 Jk<ew ❑Addition ❑Alteration ❑Repair ❑Demolition Esti ted Cost of Project: ❑Other $ U 72 oo. Will the lot be re-graded? ❑Yes A Will excess fill be removed from premises? ❑Yes No 1 �;r5 5 { Existing use of property Intended use of property `` J Zone or use district in which premises is situated Are there any covenants and restrictions with respect to ' this property? ❑Yes Wo IF YES, PROVIDE A COPY , u � tr � 3so�`Aftrh , dChen �nerJocor/deigprk?dsy red..ed h;u' , 4�? '. Chapter 236 ofiathe To#"Codi APPLICATIONkISt HEREBYaMNQE to the'euild�ng Qepartment fol the�ss�iance of a,8u�lding Permit pursuantto the Bualding 7pnet Y 7 F 1 $ t Ordinance of 1 he Town of Southold;5ufiolk,Countyt McWfYark and other, applicable laups,Qrtlinarlces ar Regulations for thehcpnsrud�on pftbuildin�s, adiilions,alterations r for remoe�a or ddmalit�on as hereui dessnbed The applicant agreesto com 1 with all a Gcable laW#rordmances buldm co�e 3 }w ., .v.,,: s,.... . ,y,;.. ..£, .. ,a?p yr t r1 s ,...s,pp. housing code and regulations and tosadm�t authprized inspectors on premises and in bwldih lls)f„pr n� essa ipn's ectiops �akse tatemtints►riade here n.ars x': x h"T F�t Y 'fi 1 R ✓`" x..c N II 5C =' -".� c S.a t gl S} a#• "fi p$ Tx `�Y '�1;9 y'1 f 1{ f {(d__.. Qunishable as a Class A rxusi3eMeanor pursuant to Section 2fo 45 RA New Yprli State Penal law h n•x,a cr<.' F Application Submitted By(print n ) Authorized Agent ❑Owner Signature of Applicant D 1 ate !..�...�_ . STATE OF NEW YORK) V COUNTY OF U,e . Ik ) ?OJA.k �QVeq being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing con ract)above amed, ( )he s the o J � / (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n� day of (.f► 20 9'-// � Notary PubLfNDA S. CARLSON Notary Public, State of New York No. 01 CA6137178 PROPERTY OWNER AUTHORIZATIONQualified in Suffolk County �I Commission Expires Nov. 14, 20_ (Where the applicant is not the owner) V- residing at R(-3 'J 7 �02 0 EIDA:t4�A, k 3-3936o hereby authorize � ��►9 f L%° C5n1,�y e,a to apply on my behalf to the Town of Southold Building Department for approval as described herein. 11z(4- )l Owner's Signature Date Print Owner's Name ,ft I/U 2 Buildiie D®partment Application . AUTHORIZATION . (Where the Applicant 3s not the Owner) I residin at . j g , DX (Print.propertyo;wner's name) (Mailing Andress) �7"LAUDRC�33338 do hereb authorize Y tl�. A&G1 ;S' i - - (Agent): ,.. a+l s " t}C!/cast CQ + to apply on my behalf to the Southold Su ldmg'b0parlment'_ (Owner s Signature) (Date) (Print-Owner's Name) ®��OF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yQ IycDUNY`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 27, 2021 To: Sligo Construction 1365 Waters Edge Way Southold,NY 19971 RE: SCTM#52.-5-36.1 —merger determination request(White) Based on your application, single and separate search, and supporting documentation submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at (63 1) 765-1802. Respectful urs, am Pete is, Plans E finer TOM HBIl Annex S4MMwaRind �u� Telephow(01)765-2842 P.O.bwr 1279 180 NY 11971-059r!. :r ' rooer.rtcFie nv t� So�o1d. � r" BUIMING DEPART TOWN OF SOUMOLD 1 APPLICATION FOR ELECTRICAL INSPECTION • i { REQUESTED BY weIrDate: Company Name: e h Q u W i- Li L Name: - License No.: • Address: N s i- �� r/No.:. I b.3 b� �� " 11 D ; 7 .3 7�1 f- JOBSITE INFORMATION: (*Indicates required information) *Name: Y *Address; O V i Q_ ✓� T Q2� (`� 1 ) y i *Crm streets er o n *Phone No.: 1 ,I7�i 00, �11, Permit No.: c- ,,b , y ZZZ Z ni �` Tax-Map District: __ Section:_ Block: Lot: _ *BRIEF DES I1PT� I OF WORK(Please Print Clearly) (C,6, 71n► o YID - � - � Wks"Circle M That Ap*) � *ls job ready for inspection: V ill �4i h . YES/ No. Rough In � *Do-you need a Temp CeMcate: �9 Final *NO Temp Inkmiatloi� *§ - 3Phase 1®%PA 950 200 300 400 Other `*New Service- Re-connect Undergroundmber of li ters Cha , nge Service Overhead Additional Information: ER, UE WITH APPLICATION ' gos - for lop Farre �n �• ,�('fou � • gUfFOrr�-�, BUILDING DEPARTMENT. Electrical Inspector y2 TOWN.OF.SOUTHOLD H Town HaII Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 •oy�O�; �apl� Telephone (631)765-1802-FAX(631)765-9502. Temporary Certificate # pate 2021 Customer Name Electrician'Name G Address '2, o�'lr Phone �o e-mail e-mail e'( Phone License# 3 Sizey A Phase . � Overhead_ G Underground #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# Service Reconnected Application for electrical service.equipment is on file with the.town_of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This.verification is valid for 90 day from the date abo e. Authorized by Bunch, Connie From: Neubauer Electric <neubauerelectric@gmail.com> Sent: Friday,July 23, 2021 8:47 AM To: Bunch, Connie Subject: Change to application Attachments: Scan2021-07-23_084411.pdf hello Connie Please write and send a new Temp Cert for PSeg -- ( V the Service will be Underground at 290 Bayview Ave Greenport - see attached revised application thank you madeline Neubauer Electric LLC neubauerelectricg gmail.com tele: 631 669 3638 /631 587 3751 fax: 631 3210873 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ��O�gOFFD1,tc y ' G o BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959"' Telephone p (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date ? `�. 11-11J f 2021 Customer Name Electrician Name Addre:s:s d Phone L e-mail 9 Phone e-mail License# ,'P Size A Phase Overhead' Underground Remarks #of Meters #of Underground LateralsgYV/N 2 New "H" Frame or PoleP Fire Reconnect Was work done on Service? Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment.' This verification is valid 0 da s from the date above. Authorized by Tmn Ha Annex � SW5 main mad Tclephom 46313 765-1802 PA Bar 1179 {681}7 ,NY 119714959 � �Er:ric�ie � � BUIMING DEPARTMENT TOWW F SOUMOLD APPLICATION PnP ELECTRICAL, INSPECTION i QUESTED EY �G�Ui,� ' nYName: � y Date: , LL G.. ( re: 1G }: U No. �? Edam; No.:. . 2 AV JOBSITE INPf) M ` IOIN: (1ndicates required irfon-na ern) : Coosa S4raet hr� rj *PhonS , e .. , l i lc v J nw Permit No.: Tax-Map Dishic t 1000 n: Block: Lot *BRI&DSC PTB OF WORK(Please print Clea j ) (C' 6�w� Vie,) C t i (Pinse Circle All That Apply) ` s for V N A�'f) YE51NO '. •you rseW a °Temp #$ Cercate: YtrS l NO ��CRough In�;�&k .�', Final C�G .4v ' 1 . �.91?0 150 240 340 360 400 Q4her i . Ser+�ce• Undergmund tum r of�Ctrange of SerAce i3nform on: 1 PAYIl E # l�E I�ViTH APPUCATION ,82419qjea for WzpacBm Form ac_ Neubauer Electric,LLC bauer 407 B Lexington Ave West Babylon I,NY I VO4 N!Telectric T 631.587.3751 1-"�f"trf F 631.321.0873 tjquj1.aqq�,r eqtric@,gmail.com WH Crumb LLC 290 Bayview Avenue Greenport N *11944 permit 46162 GC: Paul Cell: 516 204 2222 200 Ampere Service Run 170 feet of underground service lateral from utility pole#17 Install U-Guard on utility pole Wiring of 2 zone oil-fired heating system with indirect hot water heater Wiring of 2 zone central air conditioning system GFI Receptacle for washer with separate 20 Amp circuit Receptacle for electric dryer with separate 30 Amp circuit Receptacle for refrigerator Hook-up of dishwasher with separate 15 Amp circuit Receptacle for gas range with seprarate 15 Amp circuit Receptacle for microwave with separate 20 Amp circuit I - GFI Receptacle at panel box with separate 15 Amp circuit (for Alarm I Aff) Door chime system 56 - Decorator Receptacles 4- GFI Receptacles 3 -Weather-proof Receptacles 2 - Garage door opener Receptacles 1 - Sprinkler Receptacle I - Island Receptacle 42 - Decorator Switches, white 8 - Decorator 3-way Switches I - Decorator 4-way Switch 34 - Recessed fixtures, 4", LED 3 Recessed fixtures, 4", LED, porch 1 - Disc Light, LED, 6" 2 - Island fixture locations I - Ceiling fixture at dining room 1 - Mushroom type LED fixture I - Globe type LED fixture 4 -Ceiling fan boxes with hanging of fans 5 -Vanity fixtures 6 - Exterior fixtures 8 - Porcelain fixtures, LED bath fans. - Nutone 50 CFM /2 - Nutone Vent/Light Model#668RIP 'Ij- Nutonl Energy Star 150 CFM / 1 -Programmable Timer 4 - Smoke detectors 3- Smoke /Carbon monoxide combos 7- 15 Ampere Arc Fault circuits 1 -20 Ampere Garage circuit 3 - 20 Ampere Arc Fault t&General Circuits CA S.C.T.M. NO. DISTRICT: 1000 SECTION: 52 BLOCK: 5 LOT(S): 36.1 DRAINAGE CALCULATIONS: #R-21-0331 A) DWELLING FOOTPRINT=1,892 SO.FT. 1,892 x 0.166=314cf REOUIRED (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B) DRIVEWAY=1,415 SO.FT. 7,415 x 0.166= 235cf PERMIT FOR APPROVAL OF CONSTRUCTION FOR A (1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED SINGLE FAMILY RESIDENCE ONLY DATE 3/25/2021 H.S.REF.NO. R-21-0331 APPROVED n.1-amu a a 50'MIN. I� BUT SUFFICIENT TO KEEP FOR MAXIMUM OF 4 BEDROOMS SEDIMENT ON SITE EXPIRESTHREE YEARS FROM DATE OFAPPROVAL HAY BAIL AND/OR ZSILT FENCING z Uj w LAND N/F OF COLONY POND INC o ny ny VACANTa - - 150' o O MON. S 37030'00"E 100.00, MON. w p CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED EL 7 EL 6 w o 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. o SILT FENCE O LOT 77 I LOT 70 LOT 69 LOT 68 O O ofLO � TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 63.5' PROPOSED LIMIT/ OF DISTURBANCE t 13,200 S.F.t U B-SLAB FOR NON-TRAFFIC BEARING 8-SLAB FOR TRAFFIC BEARING IaZj HEAVY DUTY 4 APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE PROPOSED SOIL MIN,4-DIA. COVER TO GRADE TO EXPANSION RINGS STOCK PILE AREA J PITCHED 1/8-/I' MIN.4"DIA �, PITCHED 1/8••/1' DRY WELL ® 0 Q❑ 8'DIAx4'DEEP ❑ ❑ EL(7.5 i 13.7'a WOOD �_ N Si00P (n 26.3' EL(7.5) LOT 67 LOT 72 DRY WELL w 1 5.0, ro 8'DIAx4'DEEP "i DWELLINGS 3 w PROPOSED DWELLINGS W/PUBLIC WATER v DWELLING N W/PUBLIC WATER i 4 BEDROOM L, 150'-� s 150' 33.7' \ 1 t.3' FFL(9.8) CRAWL(4.0) 3' MIN. 8' COLLAR i� BACK FILL MATERIAL TO BE PROPOSED N GARAGE 26.3' CLEAN SAND AND GRAVEL DRIVEWAY EL(7.5) PROPOSED > GF(8.0) n COV ED\ STAGING AREA 13.3'tO WOOD ORCH AND CONSTRUCTION 77'7 n TEST HOLE oz CLEAN ENTRANCE a o E 7.5) - OUT Z I 4 BEDROOM SANITARY SYSTEM W ° 1500 GAL.S.T. A A o (6)8'0x2'D EP LP TYPICAL SILr -Ty �O 3 s EXP �� S.T.$T9 O SCREEN SECTION ~ w a LP I N GEOTEMILE FABRIC �4 m ro N o W 41 .0' EXP LP d Ln SUPPORT POSTS LO 0 m DRY WELL 10'MIN I tii WOOD OR METAL Z, ? 8'DIAx6'D EP LP LP EXP FLOW DIRECTION ' N LP LP EXCAVATED AND l BACKFILLED TRENCH EL 7 GUTTER DRAIN -�� EL(7. �n ELI 6 MON.- - / \ EXISTING GROUND 1,278.80' MON. N37°30'0011 W 100.00' - - - - - - - - - - - I - I=j1=1=J�-I ILII-��LLI,-,,, I-JJ1=I1=J1=JI1=1LI-J1=III: EDGE OF PAVEMENT _ III-�=11 H I-T-III - - - - - - - - - - - - - - - - SLI �I� LT!I L i MON _T IITIL� TUT . WATER MAIN ISL �EL 7 BAT,VIEW AVENUE g�/E„T Y TAJ EL 6 4, TYPICAL CLEAN OUT BAY DWELLINGS 1� U SLATE OR W/PUBLIC WATER �� STOPPER END 150'- SUITABLE COVER \ OR PLUG FFL (9.8) C.I. LOCKING ELEV. 7.2 COVER TO GRADE DARK BROWN (7.0) FINISH GRADE LOAM OLZ -1 p' 1'MIN-2'MAX 30° ELBOW z 1/4"-FT. 20"MI BROWN 1�8'_FT. 0 60° WYE SILT N 6" COVER 6" COVER -3.0' 6° SLAB (5.3) INVERT-1 INVERT FLOW BROWN (5.89) (5.62) INVERT INVERT FINECRAWL Do (5.12) (4.97) TO COARSE (4.0) FOUNDATION 8'0 3' COLLAR SAND SW WALL MI ' POOL CLEAN COARSE 1'-8" 2 SAND & TANK 3'MIN GRA VEL WATER EL 0.0 - 7.2' HIGHEST EXPECTED 1.3 USE 4" DIA. APPROVED SEWER PIPE WATER IN 1500 GAL. PRECAST S.T. BROWN TO COARSE 1 dT dia x 3' I (3.3) FLOOD ZONE X SAND SW N ZONED R-40 - 14' effective depth WATER EL 1.3 NON-CONFORMING LOT DEC. 4, 2015 FRONT YARD: 40'MIN McDONALD GEOSCIENCE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50'MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 15'MIN 35'TOTAL AND OR DATA OBTAINED FROM OTHERS. REVISED 03-02-21 ELEVATION DATUM: AREA:15,000.00 SOFT. or 0.34 ACRES NAVD88------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUOTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:LOTS 68-71 INCL. - " CERTIFIED TO: SLIGO CONSTRUCTION; OF MAP OF: SUMMER HAVEN �PN M wor�Op� FILED: JULY 5, 1933 No. 1133 Z G SITUATED AT:ARSHAMOMAQUE Y ®a o TOWN OF: SOUTHOLD "� �r�,; KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 2S'� �ON 25��,. Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221-12 SCALE: 1"=30' DATE:JANUARY 28, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. L1SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk a pq ^/ Y 2 S.C.T.M. NO. DISTRICT. 1000 SECTION: 52 BLOCK: 5 LOT(S):36.1 ��. DRAINAGE CALCULATIONS: #R-21-0331 JUN 2 2 2021 A) DWELLING FOOTPRINT-1,892 SQ.Fr. 1,892 x 0.166-314cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED B) DRIVEWAY-1,416 SQ.FT. �%u1,415 x 0.166= 235d0 BTMJDITG DEPT" (1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED Q O,^ �,�,i` y r Y jF� J C) POOL PATIO: 848 S.F. V) T�• �, � (1) x IA x 5' 141cf (1) 8'DIA x 5' DEEP DRYWELL- 221cf PROVIDED r OVERSIZED FOR POOL WASTE WATER 50'MIN. 111VVV 7SEDI'MENT ON SITE L AND/OR NCING ww LAND N/F OF r a �'� ��'• z COLONY POND INC VACANT o, 150' : ��G`r �. N 1.0 MON. S 37030'00"E 100.00' MON. w C.9 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED EL 7 EL 6 w :3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 23.5 FILL r0 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SILT FENCE LOT 71 I LOT 70 I LOT 69 I LOT 68 p 8'DIAx5'DEEP POOL FENCE ^\ d-,-- A ::.':::':':.::.:::'.:::':.'_ 8.2' L�.T TYPICAL DRYWELL CROSS SECTION :':'•:PI20POSED::;•:;:::: PROPOSED LIMIT (GONG. PRECAST COMPONENTS) I OF DISTURBANCE f POOL WATER WATER 31.8' I ::':'SWIMMING POOL::•;.; I 13,200 S.F.* e:SLAB��7 NO DUTY & PATIO DRAINS .;.:;.;.'.'•.:';•.':••;' •.;;:•' ,4, APPROVED INLET RPE G14�1 FRiWE AND APPROVED OIRLET PIPE �`----- IQN.4'DLl COVER M GRADE 70 EAN' J MfNGS - a �aalsEe-aavFa dano RMHED,ieyr P 63.5' 20' DRY WELL ® Q Q❑Q 8'DfAx4'DEEP 0❑ ❑❑ j 1\ PEL(7 26.3' EL(7.5)Lor 72 DRY WELL 15.0' Lor s7 8'DVa4'DEEPOUNDATION DWELLINGS i"\ OCATION DWELLINGS W PUBLIC WATER I I6-21-21 N W/PUBLIC WATER /150' , �-iTOP FND 8.3 0 150'33.7 CRAWL 4.5 �MIN. S, � LLAR BACK FILL MATERIAL TO BE PROPOSED GARAGECLEAN SAND AND GRAVEL DRIVEWAY 26.3' + EL(7.5) PROPOSEDc STAGING AREA 11.7' 13.3' WOOD CH `wENTDRnr°cEsrRucnoN E 7.5) TEST I��E b� � 4 BEDROOM SANfTARY SYSIBI i? W , (6� S.T.S. LP g 1=I TYPICAL O o ea EXP �y1 S.T. SILT 3 i SCREEN SECTION O O y LP $ �+ a' GEOTEXnLE FABRIC o $ 41.0 E(P LPA SUPPORT POSTS ell QO 10 MIN C4 WOOD OR METAL Ln z 0 8'DIAx6'D LP LP EXP FLOW DIRECTION - T - - I - - LF LP- EXCAVATED AND BACKFlLLED TRENCH .0 EL 7 GUTTER Z DRAIN `-' EL(7.0) c EL j 6 MON.- - _ EX STING GROUND 1,278.80' MON• N 37°30'00"W 100.00' EDGE OF PAVEMENT `f WATER MAIN EL 7 BAYVIEW AVENUE EL 6 ' YMIMMUM TYPICAL CLEAN OUT DWELLINGS SLATE OR W/PUBLIC WATER STOPPER END 150' SUITABLE COVE OR PLUG FFL (s.6) C.I. LOCKING ELEV. 7.2 COVER TO GRADE (7.0) FINISH GRADE DART(BROWN 30' ELBOW LOAM OL -1.0' 1'MIN-2'MAX z 1/4"-FT. 0"MI FT.:- 60' WYE SILBROWN 6 COVER 6 COVER -3.0' 6" 6" SLAB (5.3) INVERT-/ I VERT FLOW BROWN (5.89) 5.62) 6 (5 12)T (4 97g TO COARSE CRAWL FOUNDATION 8'0 S COLLAR SAND SW (4.0) WALL MI POOL CLEAN COARSE 2'SAND & TANK 3'MIN GRAVEL WATER EL 0.0 -7.2' _ HIGHEST EXPECTED 1.3 USE 4" DIA. APPROVED SEWER PIPE WATER IN 1500 GAL. PRECAST S.T. BROWN TO COARSE FLOOD ZONE X SAND SIN 'Cgs ZONED R-40 -14' WATER EL 1.3 NON-CONFORMING LOT DEC. 4, 20 FRONT YARD: 40'MIN McDONALD GEOSCI ENCE 0'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 5 SIDE YARD: 1 MI 35'TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS END. LOC 06-21-21 AND OR DATA OBTAINED FROM OTHERS. AREA:15,000.00 SQ.FT. or 0.34 ACRES REVISED 03-02-21 ELEVATION DATUM: NAVD88v________�YVY UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF 774E NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT.BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSE75 OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE ST RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY ORLOTS 68-71 INCL. CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: SUMMER HAVEN FILED:JULY 5, 1933 No. 1 133 SITUATED AT:ARSHAMOMAQUE TOWN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design „ � P.O.PHONE (631)298-1588 oguFAXIew 831) 298-1588 931 FILE #221-12 SCALE: 1 =30 DATE.JANUARY 28, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert I. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 52 BLOCK: 5 LOT(S):36.1 #R-21 -0331 11 91 E I Us C RY EE P) n„1NOV 0,9 i LAND N/F OF .L9 COLONY POND INC NOV 0 MON. S 37c'30'00" E 100.00, MON. EL 7 EL 6 LOT 71 I LOT 70 I LOT 69 I LOT 68 Ln Ln 63.5' DRY WELL 8'DIAx4'DEEP I -10 STOO WOOD P .. ........ 26 LOT 72 8'DRY WELLD[Ax4'DEEP BILCO LOT 67 6 ....... ........ ..... .. 5 N.- 1 .0 • SFRAME DWELLING'..,.".'*,*-.".'.'.:....*.,- FFL 9.65.:::;;•;. . . ... CRAWL '4. 'C� 33.7' 11.3'•".".".'."".".'..'.'............-.1........'.,.,.... .......................... ... .... ...... ASPHALT N. GARAGE'-%%%'.- 26. DRIVEWAY WOOD a 13.3 WOd1D'PORCI` CLEAN our CONC. STONE y4l�1LK 27.5'X 0 z 38 2 , 139' O 1 1 33 M C) LIP \ 0 DRY WELL CN 0 'D[Ax6'DEEP D Z L 8 L') LIP LIP 0 CUTTER DRAIN4 BEDROOM SANITARY SYSTEM W.M.? EL 7 1500 CAL. S.T. - 6 IM C MON. EL 7 1 EL(7.0) (6)8 0x2 DEEP L.P EL MON.— MON. N 37030'00"'W 100.00, 1 ,278.80' EDGE OF PAVEMENT SffFC�K COUNTY DEPARTMENT OF SERVICE ER MAIN EL 6 A X PPRO RMO UE z z 'A ME)1 0 CE DRAINAGE CALCULATIONS: NOV 1 2021%s.p Date gt.no. c) 3-) j A) DWELLING FOOTPRINT=1.892 SQ.Fr. hift MM 1,892 x 0.166=314cf REQUIRED arawasewmand"NOIR (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED NOW", UN HEALTH 0 LFLOOD nepperZONE X 8) DRIVEWAY=1,050 SQ.FT. 1,050 ZONED R-40 (1) 8 x 0.166= 174d 'DIA x 6' DEEP DRYWELL= 265d PROVIDED Craig K- , P.E., Chief NON—CONFORMING LOT FRONT YARD: 40'MIN Office REAR YARD: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 11-01-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS SIDE YARD: 15'MIN 35'TOTAL FND. LOC 06-21 -21 AND OR- S. DATA OBTAINED FROM OTHER AREA:15,000.00 SQ.FT. or 0.34 ACRES REVISED 03-02-21 ELEVA77ON DATUM. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SE677ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S77?UffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR LOTS 68-71 INCL. CERTIFIED T0: SLIGO CONSTRUCTION; MAP OF: SUMMER HAVEN FILED:JULY 5, 1933 No. 1133 SITUATED AT.ARSHAMOMAQUE TOWN OF:SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PI1C SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 4.4PHONE (631)298-1588 FAX (631) 298-1588 FILE #221 -12 SCALE:1 "=20' DATE: 1/28/2021 N.�YS. LISC, NO. 0�0882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk top Suff6Couta . E: acecutive's 0 ace o Co.nsue� rs.f . VETERANSMEMORIALHIGHWAY HAUPPAVGE,'NEW YORK -1'l-7,8,8 { DATE ISSD: 8/22/2001 No 293"13-HR ss = - SUFFOLK COUNTS f�� l_ 0.m,l_, - e Iaw� ContrcctoY license ° r,"s h This is to certify that' U PAL J DA V EY' Y doing business as SLIGO C0�''iTS�'RUCTIION CORP _ _._ — z.. having furnished the requirements set;oath iri accordance with and 5ub�ect to the provisions of applicable laws, itles ;r and regulations of the'County.of Suff6lk, Statc,of clew Yoi k: s;hzreby"licensed:to conduct business,as a HOME y TMPROVEIVIE_NT C0NTRACT0R,,in'the County of Suffolk. { Additiorial Businesses N®T:VAUD'WlTH0 VT DEPAliki E'NTAL`.SEAti. y ANDA CUP.RENT � CONSUMER AFFAIRS ID CARD r - _. Directory � y �" s '�: f� �r' a f''i`.+�@` .�� .�' � ass � �a}��``� �: � %ci. r.� xn :�G,#� .rTP�u`�.•• 4 i �,�•g,�,�,��$ -� �,a< � . t Suffolk County Dept.of A F Labor,Licensing&Consumer Affairs x . HOME IMPROVEMENT LICENSE Name r PAUL JDAVEY Business Name This certifies that the SLIGO CONSTRUCTION CORP beareris duly licensed by the County of suffolk License Numbers H-29373 Fra^k,NardeU.L issued; 08122/2001 Commissioner Expires. ()8101/2021 A(l��0 P01/26/2021 ATE(MMIODIYYYM)CERTIFICATE OF LIABILITY INSURANCE 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: If the certificate holder is an ADDITIONAL INSURED,the policy(les)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 NAME: Lisamarie Laboaetta Aspen Agency Inc PHONE E , 631-471-7575 pC No;(631)389-2439 191 Ronkonkoma Ave AIL ADDRESS: lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co 12294 INSURED INSURER B Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURER D: Southold, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981-545071 REVISION NUMBER: 24 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. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM DWYYYI (MMfDDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL202ORLHOO507 10/15/2020 10115/2021 EACH OCCURRENCE $ 1'0 0 000 --i5AMAGE TO CLAIMS-MADE 7 OCCUR PREMISES Ea occu D nce $ 100,000 X Contractual,Primar MED EXP(Any one person) $ 5,000 X Waiver of Subro PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECTPRO F—]LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAS OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STA T TUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZE EPRESENTATIVE (LIS) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS On January 26,2021 at 02:50PM Nys p. New_York State insuranee.Fund. 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0 � ^^^^^^ 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY o- �,, SOUTHOLD NY 11971 E SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 162365 04/15/2021 TO 04/15/2022 3/10/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATEINSURANCE FUND UNDER POLICY NO. 1353733-7, 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:NWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) 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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND / DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:335324260 U-26.3 fZGenerated by REScheck Web Software Compliance Certificate Project 290 Bayview Ave Greenport, NY Energy Code: 2018 IECC Location: Greenpoirt, ew York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 290 Bayview Ave Greenport,NY ■ ■ e ILIA trade:-off Compliance: 5.5%Better Than Code Maximum UA: 343 Your UA: 324 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,393 19.0 19.0 0.026 36 Ceiling 2: Flat Ceiling or Scissor Truss 230 30.0 0.0 0.035 8 Skylight 1:Wood Frame:Double Pane with Low-E 9 0.500 5 SHGC: 0.36 Wall 1:Wood Frame, 16"D.C. 1,152 15.0 3.0 0.061 62 Window 1: Other 134 0.300 40 SHGC:0.30 Wall 2:Wood Frame, 16"o.c. 1,116 15.0 3.0 0.061 59 Door: Solid Door(under 50%glazing) 21 0.290 6 Window 2: Other 125 0.300 38 SHGC: 0.30 Garage Common Wall:Wood Frame, 16"o.c. 261 15.0 0.0 0.077 18 Door 1: Solid Door(under 50%glazing) 21 0.290 6 Garage Ceiling:All-Wood joist/Truss 271 30.0 0.0 0.033 9 Crawl:All-Wood joistfrruss 1,122 30.0 0.0 0.033 37 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Digitally signed by Matthew Wahl matthew wahl, hers rater 2572845 Matthew Wa hll`-Date:2021.02.1515:34:11 -05'00' Name-Title Signature Date Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 1 of10 Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 2 of10 fZREScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectoon Plans vetif�ed Field Verified, `#f� z Fire I s eckion/Plan Review COmhEs� .�DIY�fl78ntS/�S9UMptIfDnS 103.1, ;Construction drawings and 10Complies ;.Requirement will be met. 103.2 :documentation demonstrate �,' �, s � �5 �`, ❑Does Not [PRlh ;energy code compliance for the ,; :building envelope.Thermal f [:]Not Observable envelope represented on ❑Not Applicable Construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate El Does Not 403.7 ;ener gY code compliance for U-- t [PR312 lighting and mechanical systems ' ` :❑Not Observable ; ;Systems serving multiple ( El Not Applicable !dwelling units must demonstrate K 1 k` 2 . compliance with the IECC „Commercial Provisions. a 302>.1 4#'Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 40A,.7,` Ssized per ACCA Manual S based Btu/hr Btu/hr 1❑Does Not [PR2J2 ;on loads calculated per ACCA ; Cooling: ' Cooling: Manual J or other methods :❑Not Observable ; approved by the code official. Btu/hr Btu/hr ;❑Not Applicable 9 1 f 9 1 F-3 I 1 1 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) :2` Medium Impact(Tier 2) ;3 low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 3 of 10 w "$ Ctlon j 5 # Foundation Inspection tomphes� Comments/Assumptions 303:2 1 =A protective covering is installed to VComplies ;Requirement will be met. [FOl]2 $ a protect exposed exterior insulation ;❑Does Not Viand extends a minimum of 6 in. below ; ❑Not Observable grade. I ;❑Not Applicable 403':9 Snow and ice-melting system controls,❑Complies ;Requirement will be met. [,F„012]2`T instalied. ❑Does Not I t i ,❑Not Observable t i❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2; Medium impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 4 of10 Section Plans Verified Field ified- # Framing/Rough pn Inspection Cmmpl�es� CommentslAs$umptrons & Req.ID V lues F Ua-VI u. h . 402.1.1, :Door Ll-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 '❑Does Not ;table for values. [FR1]1 ; '❑Not Observable ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;[]Complies ;See the Envelope Assemblies 402.3.1, average). T❑Does Not ;table for values. 402.3.3, ; 402.5 ;❑Not Observable [FR2]1 ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 pare determined in accordance ❑Does Not ;,with the NFRC test procedure or [:]Not Observable f ,taken from the default table. ❑Not Applicable 402.1.1, ;Skylight U-factor. U- ; U- ❑Complies ;See the Envelope Assemblies 402.3.3, ;❑Does Not Mable for values. 402.3.6, 402.5 ; ;❑Not Observable [FR5]1 ;❑Not Applicable o 402.4.1.1 ;Air barrier and thermal barrier :❑Complies ;Requirement will be met. FR23 1 `installed per manufacturer's Ar , ° [ l p ❑Does Not ; instructions. O❑Not Observable F ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not ' ;HAMA/WDMA/CSA 101/I.S.2/A440 ": 06 [ 61`L ❑Not Observable for has infiltration rates per NFRC t ;400 that do not exceed codei n $❑Not Applicable 'limits. 402;4 5 ,.;SIC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 }sealed at housing/interior finish ❑Does Not ;and labeled to indicate s2.0 cfm ,-p❑Not Observable ; 'leakage at 75 Pa. I ❑Not Applicable 403.3.1 ;Supply and return ducts in attics q u :' 4 ,tna❑Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is :t ❑Does Not >= 3 inches in diameter and >_ ) ;R-6 where< 3 inches. Supply and ❑Not Observable , ;return ducts in other portions of a �' �` of �' "r ❑Not Applicable a ;the building insulated >=R-6 for e; diameter>=3 inches and R-4.2 44 ;for<3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter []Complies ;Requirement will be met. [FR13I1 ;boxes are sealed with ; ❑Does Not j ;joints/seams compliant with k 'fu• ri + �F �"P! ;International Mechanical Code or { ;�� ❑Not Observable ;International Residential Code, as Not Applicable ;applicable. , ? ' 4 .3.5 ,Building cavities are not used as 03 <' [ Complies ;Requirement will be met. [FR15]3 ,'ducts or plenums, s y❑Does Not ❑Not Observable i ❑Not Applicable 403 4 ,,HVAC piping conveying fluids ; R- R- ❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not "below 55 QF are insulated to aR- j '• a3 : <❑Not Observable y ; ;❑Not Applicable ; 1 I High Impact(Tier 1) [2'-1 Medium Impact(Tier 2) 3s Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 5 of10 Section Plans Uerifaed Field Uenfied #, gaming(Rough In llnspecVP Ualue� Vafue � Comphes� Camrnent�lAssumpteons k,Req.l11A" T. .. 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 piping. ❑]Does Not I R°�'� L j❑Not Observable El Not Applicable 4b3'5 3 ;Hot water pipes are insulated to R- R- f❑Complies ;Exception: Requirement is [F!#187z f'-R-3. ;❑Does Not ;not applicable. 3 ; ;❑Not Observable ; y ; ;❑Not Applicable 4036 ,Automatic or gravity dampers are r ❑Complies ;Requirement will be met. [FR19]2stalled on all outdoor aim maa „ � „ }u „' a❑Does Not .intakes and exhausts. # i s 1❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 13 ;2_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 6 of10 ' 7p ansVer,ified dInsm ptoonspection, V ''R jP Comments/Assumptions to . 74 303. All installed insulation is labeled DComplies :Requirement will be met. r he installed R-valuesEl IN? Does Not provided. -JNot Observable X D Not Applicable F- 402.1.1, ;Floor insulation R-value. R- R- ElComplies :See the Envelope Assemblies 402.2.6 'E]Does Not Wood :table for values. [lN1]1 [-] Wood Steel E] Steel iE]Not Observable tlNot Applicable I 303.2, ;Floor insulation installed per2 )EIComplies ;Requirement will be met. ,110 402.2.8 'manufacturer's instructions and Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor E]Not Observable N', -lNot Applicable :framing cavity insulation is in r :contact with the top side of ,sheathing, or continuous :Insulation is installed on the ,underside of floor framing and ;extends from the bottom to the !top of all perimeter floor framing !members. 402.1.1, Wall insulation R-value.If this is a! R- R- ElComplies :See the Envelope Assemblies 402.2.5, ;mass wall with at least 11/2 of the E] 1 table for values. Wood E] Wood UDoes Not 402.2.6 :wall insulation on the wall [IN3]1 0 Mass El Mass �[]Not Observable :exterior,the exterior insulation i E] Steel E] Steel !requirement applies(FR10). �ONot Applicable 303.2 !Wall insulation is installed per ElComplies ;,Requirement will be met. [IN4]1 :manufacturer's instructions. Not E]Does N R` E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,-.,,2 Medium Impact(Tier 2) 3, Low impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 7 of10 ti Regillp 402.1.1, :Ceiling insulation R-value. R- R- ElComplies :See the Envelope Assemblies 402.2.1, d d UDoes Not :table for values. 402.2.2. teel E] Steel El S �E]Not Observable 402.2.6 303.1.1.1,!Ceiling insulation installed per ;Requirement will be met. tg 303.2 :manufacturer's instructions JE]Complies IMUL [FI2]1 Blown insulation marked every t%. EINot Observable :300 ft2. EINot Applicable 4_02,.2.3,-_ Vented attics with air permeable "'[]Complies ;Requirement will be met. Does (F'1�2,1 �insulation include baffle adjacent Not �to soffit and eave vents that -�,�,E]Not Observable ,extends over insulation. :% E]Not Applicable 402.2.4 ;,Attic access hatch and door R- R- ElComplies Requirement will be met. [F1311 :insulation 2-R-value of the UDoes Not !adjacent assembly. :E]Not Observable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 DComplies ;Requirement will be met. [F[17]1 �ach in Climate Zones 1-2,and �11:]Does Not :<=3 ach in Climate Zones 3-8. 1 i :[:]Not Observable 1E]Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 KIComplies Requirement will be met. [F127]1 !determine air leakage with ElDoes Not �either: Rough-in test:Total ;leakage measured with a �[]Not Applicable ;pressure differential of 0.1 inch ;w.g.across the system including �the manufacturer's air handler �enclosure if installed at time of :test.Postconstruction test:To tal leakage measured with a ,pressure differential of 0.1 inch :w.g.across the entire system i including the manufacturer's air ,handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 cfm/100 cfm/100 bComplies :Requirement will be met. [F1411 :cfm/100 ft2 across the system or ft2 ;[]Not Observable ,handler @ 25 Pa. For rough-in :tests,verification may need to i0l\lot Applicable occur during Framing Inspection. ,Air handler leakage designated _,,,_:"E1complies !Requirement will be met. 403.3.2.1 'IE]Does Not [F12411 by manufacturer at<=2%of :design air flow. TINot Observable NotApplicable iRequirement will be met. -40A."f",")Programmable thermostats "'ElComplies [F19]2 installed for control of primary . . ...... ',",,31IDoes Not 14 r�heating and cooling systems and EINot Observable 'initially set by manufacturer to Not Applicable code specifications. LI 3 Heat pump thermostat installed �flcomp lies ;Requirement will be met. [FI101" on heat pumps. 0 ,E]Does Not "'JEINot Observable JI]Not Applicable Circu at 35'T I ing service hot water ---.,.,lies :Requirement will be met. YSLerns have automatic or E]Does Not .....sible manual controls. EINot Applicable 1 High Impact(Tier 1) �2' , Medium Impact(Tier 2) 3]Low Impact ffie�r�3=) Project Title: 2QOBayview Ave Greenport, NY Report date: 03/15/21 Data filename: PaQeOufIU Section Plans Verifaed' Field l/erifiedr Cc►�nploes Gommen#s/Assu►npt,pns . # ;�FAnal Inspecfiot� proVISIOnS ' ,'�/31Ue.; s ,yx VaEUE!" � ? � s a dc.,63et0 iID "` 4036 1 ;All mechanical ventilation system 3 r N i❑Complies ;Requirement will be met. [FI25]? Mans not part of tested and listed +❑Does Not 4 HVAC equipment meet efficacy " 3 and air flow limits per Table ❑Not Observable �❑Not Applicable o;R403.6.1. g i 3 i Ra 403`2 sHotwaterboilers supplying heat � i "' (❑Complies ;Requirement will be met. [FI26]� ;through one-or two-pipe heating ❑Does Not ysystems have outdoor setback >; I .control to lower boiler water ❑Not Observable ;temperature based on outdoor 3 ❑Not Applicable temperature. "Zh 403145'11N';Heated water circulationsystems h4 ,� ❑Complies Requirement will be met. [F128]� `;have a circulation pump.The ❑Does Not ,system return pipe is a dedicated v return pipe or a cold water supply ;;❑Not Observable pipe.Gravity and thermos- s � {��❑Not Applicable ,syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal t , for hot water demand within the I r k ,occupancy. Controls +automatically turn off the pump I b when water is in circulation loop n his at set-point temperature and no demand for hot water exists. 403'`S 1 2 ;Electric heat trace systems ❑Complies Requirement will be met. [FI9j� ;:comply with IEEE 515.1 or UL ri „ ❑Does Not ; "'515.Controls automatically ; adjust the energy input to the ti ❑Not Observable heat tracing to maintain the [ r "' � ,,r� ,❑Not Applicable desired water temperature in the apiping. 403`x5 2 Demand recirculation water �h "' ❑Complies Requirement will be met. F13:U ' ` [ D]2 systems have controls that ❑Does Not manage operation of the pump ( , ; (and limit the temperature of the i r ,� '� ❑Not Observable p y "V �t ' awater entering the cold water ❑Not Applicable .3 piping to<= 1049F. 4035 4 Drain water heat recovery units �, << � a?❑Complies ;Requirement will be met. (Fl3lj? „tested in accordance with CSAP%1111111,,, Does Not ;B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ;recovery units<3 psi for ,❑Not Applicable i ;individual units connected to one or two showers.Potable water- 1 ;(side pressure loss of drain water 'heat recovery units< 2 psi for vidual units connected to ( Q three or more showers. 9�. 404.1 ;90%or more of permanent x �, ❑Complies ;Requirement will be met. (FI6]1 Mixtures have high efficacy lamps. Li Not ❑Not Observable ❑Not Applicable 40;4`1 1 Fuel gas lighting systems have a �# �,� Fa �? „ s � „ ❑Complies [F123]� ±no continuous pilot light. �" x� � � � �'❑Does Not l ' �)❑Not Observable ❑Not Applicable 4013 Compliance certificate posted. ❑Complies ;Requirement will be met. [Fl7jZ a El Not ",i J❑Not Observable } r# ryys ❑Not Applicable 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 9 of10 .SectlOn °# ° ' Fan tins a"cfia�r Pro �s,ons ..Tans i/eK�f�ed y .1F�eld Verifier! " } a P , ` s Gampiies�5 C m�nent5/A5suptdan5; .R r,�e •�� r ,a F.., '�", !, o.r,. ,asi.e�:,''�, .d`, r, ;..: a °S t ,r� "� 1, t � C.,d,..i�;?x�lv�',.,,� cx 4y, „i ,'G N,.`�k,.A 303:3 Manufacturer manuals for ❑Complies !Requirement will be met. CFI18]3 ;mechanical and water heating ❑Does Not systems have been rovided. Y p ❑Not Observable a e;❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) -F--F-ImpactMedium (Tier 2) 3' Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 02/15/21 Data filename: Page 10 of10 06L A " �r A- V N (55 . 0 13 13 7I7LE 5HEE7 z = 2 ELEVA7ION5 NOTE: FOJN :; A7 � ON PLAN � E7A � L- 5 THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. SEAL 44 FIR517 FLOOR I= � AN L7) F- 7AIL5 S��RND TR�tii 2. THIS PROJECT SHALL COMPLY WITH: 5 � 0I � � 00R f:' LAN 5 DE7AIL5 THE RE51 DENTI AL MEGHAN I GAL CODE OF NY5 GHAPTER5 12 THROUGH 23 f i / THE RESIDENTIAL FUEL GAS CODE OF NYS GHAPTER 24 5HEAR�NALL..,. :�) E7 AIL5 THE RESIDENTIAL PLUMBING GODS OF NYS GHAPTER5 25 THROUGH 33 9TF 02 9 4 6 y0 THE RE51 DENTI AL ELEGTRI GAL GODS OF NY5 GHAPTER5 34 THROUGH 43 0F NE NAIL.JNO 5C/ HE � JLE5 � E7AIL5 3. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND / OR 5PEG I F I GATI ONS ARE IN GOMPL I ANGE WITH THE 2020 ENERGY GON5ERVAT1 ON GONSTRUGTI ON GODS. 4'�� NAIL � NO I$ E:) E7AIL5 AIR 5EAL NO E� TAIL5 H OENFRAL Nt7) E7AlL5 LU A 5 0V D AS H0 ED LU tu DATE: B.P.# (ooh CC'`!D COD'ES I E¢ ,� � '► -� F� LY WITH ALL CJ COC' k E C rr 1 F-'Aust Provide Manuals = m NEVI/ YORK STATE & T�C'JV�V CODES � Jnnd � as per v � FEE:��,�Q BY: AS REQUIRED AN Cr�DITIONS OF A d I � ��; 'A/ �, ' P Ix NOTIFY BUILDING DEPARTMENT AT �► --a , �`S Enemy Cede O 765-1802 8 AM TO 4 PF�1 FOR THE $ ' HOL'�T^'ddh ZBA �° OUT C-I- � ��`�� (� FOLLOWING INSPECTIONS: �I n s, Q 1. FOLINDATIOIN - TWO REQU!.iED SOUTHOLDTONINPANNINGBOARD �� FOR POURED CCNCRET;r SOUTHOLD TOWN'TRUSTEES to 2. ROUGH - FRAMING & PLUMBING 3. INSULATION Id.`i'.S.DEC -3lotvcr door o w o 4. FINAL - CO vSTRUCTION MUST v } } BE COMPLETE FOR C.Q. tind ductivork ALL CONSTRUCTION SHALL MEET THE RETAIN STORM WATER RUNOFF testingregvrred z REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 • tu YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. � } -jo DESIGN OR CONSTRUCTION ERRORS, TRUSS PLACARDING REQUIRED U- � w piu r } n0 � fn z -A N ua O f'LfAW4v&s CER TIF/CATION DO NOT PROCEED WITH FRAMING UNTIL SURVEY � o N 1N LEAD CONTENT BEFORE ` -• �'�'�^.� r_ P�u �Bir�c OF FOUNDATION LOCATION } z -, (,'-.,RT 1r-1CATE OF OCCUPANCY ALL PLUMBING HAS BEEN APPROVED. O 0LC'JLDER USED IN WATER &WATER LJ,,' ^ ; O cj 0L TESTING E'EFO.12 CO'::; - �7L1 SYSTEM CANiVOT O EXCEED 2/10 OF 1% LEAD. F— Z -1 -11 tu O LU OL z N 7 O z T w 0- IL v 0) d t-ccl DHC NO NOTE ; NOTE NOTE NOTE NOTE: NOTE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND THE PROP05ED DWELLING HA5 BEEN ICE SHIELD TO EXTEND FROM EXTEND CHIMNEY PROFESSIONAL JUDGEMENT,THESE PLANS AND/ DESIGNED TO BE IN GONFORMANGE WITH THE ROOF EDGE TO A MIN. OF 24" ALL LUMBER THAT COMES IN CONTACT WITH _ OR SPEGIFIGATIONS ARE IN COMPLIANCE WITH INSIDE OF EXTERIOR WALL LINE CONCRETE SHALL BE A.G.Q. LUMBER. HEIGHT A5 NOTED ON PLANS THIS PROJECT SHALL COMPLY WITH THE THE 2020 ENERGY CONSERVATION GONSTRCGTION GODS. 2020 RESIDENTIAL GODE OF NEW YORK. MEGHANIGAL CODE OF 2 . STATE, CHAPTERS 12 THROUGH 24. THE PLUMBIN6 GODE OF NY. STATE, GHAPTER5 25 THROUGH 32. THE ELEGTRIGAL GODE OF NY. STATE, GHAPTER5 33 THROUGH 42. ROOF OVER ROOF Q Q Q 2" x 8" RIDGE m mA m GONTINUOU5 RIDGE VENT CONTINUOUS RIDGE VENT -------------- RIDGE HEIGHT CONTINUOUS RIDGE VENT 211x S" ROOF RAFTERS® Ib" O.C. 1/2" PLYWOOD 5HEATHING #15 FEL" IL A5PHALT 5HIN6LE5 (A`i 5ELEGTED BY OWNER) ASPHALT PROVIDE ICE 5HIELP SHIN( 5 12 ASPHALT' 8 SHINGLES 12- IN- ICE SHIELD_— ROOF OVER ROOF 2" x S" RIDGE GLC. HT GONTINUOU5 RIDGE VENT 2"x 8" ROOF RAFTERS ® 16' O.G. __ - -- - 1/2" PLYWOOD 5HEATHING WIN HT #15 FELT ASPHALT 5HIN6LE5 PROVIDE ICE SHIELD -- 1 ------------- FLASHING----------- 1 N = z O -12 12 ASPHALT ICE SHIELD ASPHALT I 8 uu ASPHALT- ICE SHIELD- ASPHALT __ FIN FLOOR _ 5HIN6LE5 5HIN6LE5 SHINGLES SHINGLES VINYL SIDIN W ----GLS. HT _ Pill 1111 ILLU it II II II ____WIN HT_ SEAL �JLI GEDAR IMPRE5-10N5 L)i VINYL SIDING �� -U I VINYL SIDING 9�F F s a E� yob 1 � � \ N _1LI FIN FLOOR**V. '10, l� I I �� ILL I II I LI � BILGO DOORS AA GRADE LXTTIGE RK.WOLATTIGE WORK. LATTICE WORK. 0 ® ORAPE I I I I I I I I I I I I I I I I I I J I I I 1 I I I I I I I I I 1 I I I I I I 1 r I I I i I I I I I I I I I m I I I I I I 1 I J I I tu I I I I I I I I I I I I I I I I 1 r I I rn �L------------------------ ------------;,--------------7 r----------i r----------i r----------i r----------� R--- ---TL---------=-------------------i r---------„-------1 r----,1----------------------------�7----J------L----------� -------------- 8 X 16 FTG. ----------i-- ------------- ---------- 1 - L-------------L----------1-1L---� ------- L__j X Ib_FT6_---L ----J----------- AR �Lr Y AT I O I` 4” x 4" POST ANCHORED ON (� r FONT ELE\IATI ON AND 50N0 TUBE BELOW GRADE AND 4"49" ABOVE GRADE �1� 1/4"= 1'- O" 114 V = 11- oil Q to T_ 4 4 � NOTE NOTE I- ICE SHIELD TO EXTEND FROM ALL LUMBER THAT GOME5 IN GONTAGT WITH ROOF EDGE TO A MIN. OF 24" CONTINUOUS RIDGE VENT GONGRETE 5HALL BE A.G.Q. LUMBER. OUS RIDGE VENT INSIDE OF EXTERIOR WALL LINE CONTINU 10,01, ® m ., 12 12 u ASPHALT- V I- 5HINGLES —CONTINUOUS RIDGE VENT O Ili N v IGE SHIELD -ICE SHIELD tu GLG_HT 00- ul -- ----- } I N HT _____ -O° � -O VINYL SIDING -O" O VINYL 51DIN6 _ Z O o O w t= a� c� Q U- Z } CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 12 b I— } J � 12 12 }- O JL __F' FLOOR __- — —ICE SHIELD Q5 11a W HT -- c - ------ _0" _O VINYL SIDING ry Iv n fa IN HT 401, VINYL 51DING J - ----- IF z 00�� 00! 0 z 000 U0�0 FIN r=i OR @ ELEV. a.8' -- ---- -- _ z Lu Q AVG GRADE @ D 0 0 O \ I I I I I I I I I I F --------II i I L-----------------J -----------------� tu I L_---_--J I I I j O uv1 Q m I I I I I I 1 I m I I r--------1 I I I I W ~ I u� I I 1-------- 1 --- 1 I L---------------------�-L=======�-L-------- I -------------1 O z T UJ 1(1 Ir------------i ---------- ----------------------------------------------- r r----� r r�---T------------------------------------ O �/ UI v F ----- L-L------------I--------------------- ------------------------------------------------ ---�- ----J ---- L-------------------------------------------L_---L-------------------------------------------------� (Y >Y 11.1 d (V 4" x 4" P05T ANCHORED ON �- v Q I — \ 10"P SONO TUBE BELOW GRADE I HT 5Ii/}� ELEVATION ATIO1`�I AND 4"49" ABOVE GRADE LEFT 511E ELEVATION DW6 NO I/4'= I'- O" 1/4"= ll- 0" :2 II an P I_IL. 0L L55END NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND NOTE! P05T5 ABOVE. NEW GONSTRUGTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND STAIR WELL OPENING. PosTs ABOVE. -------- _ TO BE REMOVED2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND 401-011 L.V.L., 61RDER5, ETG. SHALL BE SUPPORTED DOWN TO STAIR WELL OPENING. EXIST'G STRUGTURE FOUNDATION, FT6'S, AND OTHER 5TRUGTURAL 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 131-51126'-4' GIRDERS OR HEADERS AS NEGE55ARY. L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO 3'-0" T'-61k 3'-0" 3'-0" 4'-0" 14'-4" NEW GONGRETE FOUNDATION, FTG'5, AND OTHER STRUCTURAL 5. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 GIRDER5 OR HEADERS AS NECESSARY. HOL DESIGNATES DETAIL VIEW FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, 6ARAC E5, OR COVERED ----x` 16 --------S"Xl6"VENT----- 4" x 4" P05T ANCHORED ON �- DESIGNATES SHEET NUMBER PORCH'S. (ETG) i ------- ---------- U - -� :�; 10"m SONO TUBE BELOW GRADE AND 4'-6" ABOVE GRADE X- # I I � 12'-4.. 1 1 i _ _ (2)2_x 8" HDR_ _ 1_ A © m I �O I 1 _� N i J , - DESIGNATES SEGTI ON VIEW I X NOTE I x' �' I 1 I _j X I 31-011 = I I I N cv lL cv DESIGNATES SHEET NUMBER ALL LUMBER THAT GOME5 IN GONTAGT WITH L r---� m U C° ' 2' x 8"NAILER ' p -- --------LER pI 31 2_' xx 10'_61_ E I I - E ----------_ ---------------------Yl" X1ftVEht�---- GONGRETE SHALL BE A.G.Q. LUMBER. - I - - - I J I 3 2" lo"61 ______________ OLD - -----------WL- -------- - I 16" x 8"GON PIEI?---� B" GONG FOUNDATION L FV--- 77777777-7 I 4 1 I FILLED SOLI � 16" X 8" GONG FOOTING. - 24" x 24" x 1. FTG. 1 I I GRAWLSPAGE ACCESS W/ I BILGO DOORS 38'-8 1 i< I O 1 - _ --------I 1 p I I ® I - - - - --{ I Q x �I CRAWL SPACE -----------1 Jul r 9 d) 4'-0" GEILIN6 HT. I I X ® 2" GONG.5LA13 X ® I I z o _ R-30 INSULATION IN FL. JT5 '� 1 I W 2,A I I I I Q� r---� L------- ----------------- I 8 7' 8-T 8 T' I SEAL Q r----------- -- 1 12'-4" ---------I � ,��ED ARC J I I ------------------ •?. I 12" RA15ED BO I LER PLATFORM R-11 INSULATION tr I I - I I _ _ - 1 I _—_—_ _-- 1. �--(3) 2 x 10 61RDER�_ -�-(3) 2 x 10 61RDER _ I I iv = uo _ RUN PERPENDICULAR - I I I I I OVER G.J. iv I I � I (3) 2" x 10" IRDER I I I I �� " I � , 1 -9 GEILIN6 JOISTS 1 23 8 1 cp i FILLED50LID L-- J NGONG PIER L ---j i I r � 9 02 9 4 85 Q)� I 1 I I 24" x 24" x 12"FTG. I I T F O W y 1 I F NE R-Iq INSULATION I I I I I I BETWEEN GEILIN6 JOISTS 2-2" x 4"TOP PLATE m 1 I \ / ' 1 I UNEXGA Y ATrzi2 `) I I I/2"GBACKFILL LL TO YP BD. I I I o _ I I I q5% COMPACTION I I N f 51UD5 I I I I = ® R-30 INSULATION IN FL. JT5 = ® I 1 I I I I xN x � I 1 tr ri = I 1 m m I I V lei. - LL 1 ---� cv r I I -� I • I I I I X2'-0" N cv 8 I I + I I I I 25'- " I 0( (EYP) Arnc IWALATION MAIL I I I 1 B" GONG FOUNDATION WALL W/_-----J n.ts. I I I L-------- ---- ------------- I6" x 8" GONG FOOTING.---- V 1 1 `P_ I Q I HOLD ON. I ------ 2" x b"NA'LER LAG BOLTED ------------ - U1 Zk NOTE - 1 I 1 I ZZ 1z1Z I ALL LUMBER THAT GOME5 IN GONTAGT WITH I I I I " M " I � F GONGRETE SHALL BE A.G.Q. LUMBER. 4 x 4 POST ANCHORED ON I I I I 12"(P SONO TUBE BELOW GRADE � I 1 1 I I AND 4"-b"ABOVE GRADE I 1 1 I 1 1 1 IT ®® tr I 1 rI --;---------------------------- J--_(2—) 2--x8-"—HDR- L(2j_�tLE2R _ ) 2�2t T- ------------ � ------ oV p ----- --------------------- - -411------ J f I� �I� � 6'-4" 6'-4" ATTAOHI " I T OFTI OI I� w m 25'-0" 26-4" f '51MP50N"HDQB QR tu "51MP5ON"PHD5 2-Ibd COMMON "51MP50N" 51'-4" } 2-I6d COMMON NAILS®6"O.G. ° 12'B ARIN6 ON 4 0 NAILS® b"O.G. FOR FULL LENGTH WALL STUD FOR FULL LENGTH OF STUD _° 8 CONCRETE WALL OF STUD ° BLOCKING® I I II : °o° ENDWALL FOU W,�}� T A I IOil PLAN O > r BLOCKING® II � °° J I� � < )- 15/81 A.B.® 45"O.G.WITH W tL Z 3"X3"X 1/4"PLATE WASHER ENDWALL I 1/4"= 1'- On _ Z — ONE#4 O 2"xb"51LL PLATE1 °a ° ° � REBAR 11 ° ° d 00 GONGRETE WALL I °° P05T C O I �t I `� C T I O I � � T L w m ° � /per lwn' r }- -A T d ° d m 5/8"m THREADED ROD EMBEDDED 3 I%2" FOR HOLD-DOWN ANCHOR 12 1/2" INTO GONGRETE �� ANCHOR 2"xb" DECKING 2" x 6" FLOOR JT5® I6"O.c. 111 5/8'X12°ATR ANCHOR �q \i�60'? a�� BOLT SPECIFICATION / MIN.55"EMBEDMENT ��N � DECORATIVE MOLDING 2M2" x 8" HEADER 4 x 4 P05T ANCHORED ON z — SET IN ACRYLIC TIE 1. 12 IM 12 �E MAX 6-8d COMMON AND 4 6 ABOVE 6RADE In ADHESIVE(AT) b MIN! J (3 O O , ADb MIN C) - _ Z I FMQ "51MP50N" x 6-Sd COMMON 2-I6d COMMON STHDI4RJ < 2 z FILLER STRIP 3-IOd COMMON II O O a AB POST BASE BY SIMPSON N N FOR FULL RIM J015T NAILS® 6"O.G. ` OF STUD LENGTH N ry a - rOv m I" " ` °° 12"BEARING ON O OI o, WALL 5TUD SIMPSON HDQB OR I-O 3-q "51MP50N" PH06 2-Ibd COMMON "ANCHOR BOLT® 36"O.G.FOR 2 STORY PORCH COL'S TO HDR. PORCH DETAIL TO HDR. $ Z W II NAILS®6"o.c. °ANCHOR BOLT®T2"D.G.FOR I STORY CONNECTOR P051 A/ ETG. CONNECTION ,,nn d 't FOR FULL LENGTH Q Z V k a ANCHOR BOLT® 57 O.G.FOR 5LAB ON GRADE OF STUD tu O FOUNDATION ANGHORAO E DETAILtu iA- ANCHOR BOLT® 23"O.G.FOR 2 STORY �'LP�N \/IE1�J � ° ONE#4 "ANCHOR BOLT® 4b"OG.FOR I STORY H — O v Q ° ° °�N o� Qia ° REBAR QR "ANCHOR BOLT® 36"O.G.FOR SLAB ON GRADE (AS PER WFGM TABLE 3.26) ° ° I V " ANCHOR BOLT® 36"O.G.FOR I-3 STORIES ° I� I.MIN.T'EMBEDMENT INTO CONCRETE 51mpson Strong-Tle NOTE � O W — v ° w/3"SQUARE WASHERS AND END NUT SETUP W- -1 --AE3 � (Z/ LLI Q N ° ° ° ° I.MIN.1" EMBEDMENT INTO CONCRETEALL LUMBER THAT GOME5 IN GONTAGT WITH I1 O— v 1j) t-- D a ° w/3" SQUARE HA51-EP5 AND END NUT SETUP ° a 2.ANGHOR NOTED HEREIN ARE NOT TO BE U5ED FOR GONGRETE SHALL BE A.G.Q. LUMBER. 2.ANGHOR NOTED HEREIN ARE NOT TO BE U5ED FOR Ftd a OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 DW6 NO OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 2��aC�� ° • 3, I -ANCHOR BOLT 15 TO BE LOCATED BETWEEN b" MIN. �M� �I CCNN3p"�` l/8"m THREADED ROD EMBEDDED 3.1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. U TO 12 "MAX.FROM ENDS OR CORNERS N. 12 I/2" INTO CONCRETE TO 12 'MAX.FROM ENDS OR CORNERS =a a°.,��v.;•.� Q 4.GONG. BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 4.LONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 22 MMS�NN� ' ANY ROOF PITGH 1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY SID vo f;z 40'-O" 26_4" NOTE I 7 NOTE! 5'-2" T-6" 13'-2" 51-511 ----------- NOTE! ALL EXTERIOR WALLS BEHIND TUBS I. DOUBLE ALL FLOOR J015T5 UNDER PARTITION5 AND 4 SHOWERS SHALL BE INSULATED P05T5 ABOVE. ATTIC. AGGE55 MUST BE BAGKED 4 FINISHED WITH GYP BD. BEFORE DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND WITH R-10 RIGID INSULATION. INSTALLATION OF FIXTURES. STAIR WELL OPENING. 2. ALL 5TRUGTURAL GOL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDER5,ETG. SHALL BE SUPPORTED DOWN TO 4'-0" FOUNDATION, FTG'5, AND OTHER 5TRUGTURAL -O 5HEARWALL 61RDER5 OR HEADERS A5 NEGE55ARY. I6-2" _ 3. ALL PLYWOOD 5HEATHING SHALL BE GONTINUOUS ---------------- ' L °` FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY SEAT 2 2 x b R 5EGONDARY ROOF 5Y5TEM5, 6ARAGE5, OR GOVERED j p j 0PORGH'S. (ETC) I �u I DOUBLE ROOF RAFTERS d '4 Iu OOP i TRIMMER5 AROUND 5KY-LITE5 ►L I q STH �; ;7 n � x np' fel 4'-0" 2"x 6" DEGKING 4.'-0" 4' -O" x t }_ i HOLP ON. 125��GJJFM Q HEARWAL 4 SHEARWALL SHEARl^IALL 5HETARWALL N N SHE 7 FL O©R HEAD © L 5HEARWALL q ® 5HEA'RWALL INSTALL PRE-FAB WOOD BURNIN6 _ (2) 2" x 8" DR (2) 2" x S" HD (2) 2" x 10" HDR " FIREPLACE A5 PER MANUFACTURERS a'-2' (2) 2" x 8" HDR 1(2) DRI 2 2 x HD (2) 2 x 8 HD m 5PEGIFIGATION5. 3-6 - ® E3AT Zk REF. MU5T PROVIDE INSTALLATION v 6 H 8 � 26-0 MANUAL ON 517E FOR BUILDING O I I io °VAULT.CLO — tL o I I i INSPECTOR TO REVIEW ® I G ® � 5'-O" oLL = p - D - o �I 9,I `" I NOTE: ❑® - --- --- - -----ry _ VAULT LINE O lu 13-0' v I x O " w -125 GFM -L_-- -� V.L. ------- ZkL1I �- I SMOKE DETECTORS cV Q' N v O Q I p I = I I GARBON MANOXIDE DETECTOR SEAT T cX _ U- r I 3'-6" I TO BE HARDWIRED M.V. 15'-2" BILGO DOOR N o �3 DROOM P I N I NC ROPY �' x ® ; � VAULT. I d INTEIRGONNEGTFD Q 4'-O" GLC.. HT I I ° cc 12 GF u~i �.••� :t '4'-0" GLC.. HT Q' m I 1 +� = D O O - cV x ® Q I I —11. - OlO G ( Q ® 10'-b"VAULT.GL6. 1 1 GOTHE5 DRYER VENTING NOTE x z m F1 FO. ' ' Oj O DRYER TO BE VENTED TO THE EXTERIOR N ELEG. x sD. sD. ----� I WWIHLOF RMI5012 LLIN6 AND SHALL COMPLY `i HALL �� D T I\\ I N v ELEC. Z I N p �- Q �f��.� � FA I I O ELEG. I \\ I O - 2 2" x 10" HD _ � I I ® Z sD. I \ I DOUBLE GEILING Ir 2-0 I ----- � ATTIC.AGGE55 s I Q 1 TTIG\ I J015T5 AROUND W GL. 3-6 " (0)5-6�� P. <1 TGHEN ❑ N v DN __ I G Q �GGES _ }"'iJdIL.L. 1 F--------------------- -- - 3•-0.. N T-5" SEAL V. � � Q'-O" GL6. HT I 4 I Q - --------2" x 12" RIDGE---____-- z 2" x 12" RIDGE -----J1 Q ® 4" x 4" POST I N I N =_ __ ------- - - � -----� ----= 4 QED AR ti EL T 5/8" TYPE "X" GYP.BD.T. S 5. _ ELEG. m m N 7'_5° N m � C Q -- -- 0 N.K. 7- 1z N _ _ _ _ s.o. 125 GFM I I ON WALLS AND CEILINGS GM 13-0 DET. LA\/ RAISED BOILER PLATFORM -------- -- _- 2 2_' x 10'_HD 2 13/4" x I I l/8" LVL F U5H HDR 2 13/4" x a I/4" LVL FLUSH HDR 1 N II 24'-4" -- - 5'-10" 10'-8" 2'-4" Q I - ------ -- -- SDG 11 - 15i-101, I N m II -- -- I Q YASMR -- -- 3 , 02 9 4 65 DOUBLE ALL FLOOR J015T5 21-011 -0 31-011 © INSTALL FIBERGLASS F o F N p UNDER PARTITION5 ABOVE. j I ----- PAN FOR WASHER d I I J __ I I 8>'-O" GL6. HT _ -- DOUBLE ALL FLOOR J015T5eARA DRYER z vo p I J '- ® AND TRI MMER5 AROUND v 20-GFM. S N Q 1i Up 4" GONG SLAB x N v SDI STAIR WELL OPENING. N ® ® Z z j I = ZhL 5/8" F I RE-RETARD m - �I Q ® j 1 p I - J = ® 6YP5UM BOARD -u- m m x p p F- J r - - x J I' x = ® L.IIN(P R '� ; ® z GOMPUT R ° i@001� BEDROOM N jI x CEILINGS WALLS x N `t IQ / p v o UU ® p 8-O GLC.. NT 1f, z m it ~ w 9'-O" GL6. HT m I Y x ul O O O �N ® g Q' - 11 m AS PER CODE o -' 1 '47 ® ® ® 9i 8-O GL6. HT �o = Q I - m m v - a� I IL z to - 'a R-30 IN50LATION 0 - �I om I, IN GEILIN6 Q GL. QI L-- --------------- - ----- O IL o N N v N _ O I x0Fu 2" PITCH II N O x p x 0 ry N cV U I) b 4" x 6" POST- C1 OST I� (3) 13/4" x II 7/8" LVL HDR - 0 I (2) 1 3/4" x II 7/8" LVL HDR. j \\ (2) 2" x 8" HDR (2) 2" x 8" HDR (2) 2" x 8" HDR `n ------------ ------------------------ --- I BUILDING LINE ABOVE / ,(� (2) 2" x I O" HDR. A"' , „ HO D D I / I Z W 4'-0II 0 4'-Om 1 / I \ 2'_0'1 ® II (a " ® 1_ " tu ~ I' 5HEARWALL o EARWALL I I / / 1 \ \ HEARWA L 4-O 4-O 2 O C) z u N _ v o I / \ SHEARWA_L SHEARWALL ARWA L �p ON X O `tY � � ' � � o 1z 1z 'Z ZZ c� Q8 _IU_ (NQ I _ iv � � x - x - I I / I \ I z I � cv � x N N � NOTE: iz00� B�L.OW � � 1 � O � ® x N v O 77" 11�7U I O I / 1 \ DOUBLE ALL FLOOR J015T5 4 I x p x M x o x w cv 2" X 6" DEGKING I / I \ UNDER PARTITION5 ABOVE. Ntx NV m N � Nv _ I I / 1 \ DOUBLE ALL FLOOR JOISTS 24'-4" IV IV .(N I // I \\ AND TRIMMERS AROUND x I / I \ 5TAIR WELL OPENIN6. ( 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10' HDR. (2) 2" X Io" HDR. I/ I \ T m L) N (2) 2" x 10" HDR. _ - ---- -------- ------- ------- ------------- -------------------------------------------------------- ------------- I I v I Y F- ;: .., UJ tu 4-O © 5HEARWALL 6-10 13 2 13 4 b-g O 5HEARWALL 3 ry 51-1011 '401-011 3„ to tY1 21-111 41-5" b' 3" 6'-7" 6'-7° SECOND FLOOR PLAN t � 25'-0" 26'-4" _ t_ it SECOND FLOOR = 1280 SOFT. 1/4 - I 0 � 51'-4" O F I RST FLOOR PLAN F® C H Co,0 N N �fi l ®fid � fiA 15 z o /, HEADER AS NOTED ON PLAN5 } 4 14-Ib�d COMMON NAILS � Q } FIRST FLOOR 1,177 SOFT, I/4"= I'- O" (BEAM) NOTE 1L � z GARAGE 551 SOFT. PORCH 184 SOFT. ALL LUMBER THAT GOME5 IN GONTAGT WITH ��TRAPPINO I ® Ib" w ~ - W GONGRETE SHALL BE A.G.Q. LUMBER. ___I >� TOTAL FIRST FLOOR = 18a2 SQ.FT. Y2°(P LAG 51MPSON 1212T } 10 < O 12 % �IG4P50N 5TRONG-TIE BOLTS® I6" EA.SIDE 0- Q JE 5 14-16d COMMON NAIL5 AH ' Cf I W Q (POST) P05TIN6 A5 NOTED Z 1 TEG05 ON PLAN 51MP50N U210 HGR® I6 n N 2"xb"R.R.® I6" O.G. 2"xb" R.R.® I6' O.G. 61 •ry p� IL tu HOEDOWN GON�GTI ON 3-I0d COMMON ___ n.ts. Q . � (V SECOND 1=LOORTTr�GHMENT I/2°LAG. BOLT 51 PP NG® I6" v m O ® 24 O.G. 14-I6d COMMON NAIL5 p OPTIONS 2"xb"GJ. ® I6" O.G. M 51MP50N 2127 (BEAM) FILLER STRIP b-Sd COMMON EA. IDE Z 2-2"x10" HEADER • O O OL "51MP50N"HDQB QR 1/2°LA6. BOLT ' • t- 0 - DEGORATWE MOLDING - "51MP50N" GMSTGI6 "51MP50N"PHD6 COV. ® 24" O.G. 2-I6d COMMON 12" BEARING ON 2-I bd COMMON TEGO'5 • • - HALL STUD NAIL5® b"O.G. PORCH PORCH/RAFTER/GIRDER O ::N 'n O NAIL5® b O.G.— FOR FULL LEN6TH PORCH COL. TO HDR. ® 14-I6d COMMON NAIL5 • 51MP50N 5TRON6-TIE (Y V OF 5TUD R.R./G.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL (PO5T) AGER Z _II n.ts. Q Z � BLOCKING® OR II / ENDWALL BLOGKINS® II 2" x b" FLOOR JT5® 16" O.G. (� O III ENDWALL 2 xb DECKING O DECORATIVE MOLDING �� N 2-2 x ib HEADER ! 2x6 DEGKING 4" x 4" P05T ANCHORED ON v (L 2 x b FLOOR JTS® I6 O.G. 10"(P x 36" FTG.BELOW GRADE W F- Z b-Sd GOMMION AND 4"-6" ABOVE GRADE W v tu 1/20 LAG.BOLT 6-bd COMMON AB — 51mpson Strong-Tic 2-I6d COMMON— 0. "SIMP50N"HDQB Q$ 0 24"O.G. FILLER STRIP 3-I0d COMMON aM AB P05T BASE BY 51MP50N DW6 NO NAILS® 6" O.G. "51MP50N"PHDb a FOR FULL LENGTH TECO 5 • OF STUDC-R�E 4� 5/8"ANCHOR BOLT PORCH COLS TO HDR. FLJ TO DWELLING ® 4'O.G.(TWO STORY HOUSE) � PORCH DETAIL TO HDR. 4 . � a CONNECTOR P051 W/ FTG. CONNECTION 22 MMI�NNII�° ° SIDEGOVER 5" THRU ROOF I i V ®Y �4 LOOR J01575 RAM I I O 7A I L5 DRAIN, WA5TE d VENT NOTE: 114" ABOVE ROOF MATERIALS FOR DRAIN,WA5TE d VENT SHALL COMPLY WITH TABLE P3002.1 DRAIN,WA5TE d 4" SYMBOL R. O. D I M. WINDOW MODEL STYLE RMT. LEAVE 1/16" - 3/16" GAP, TABLE P3111.3 SIZE OF COMBINATION WA5TE d EXISTING « SEE MANUFACTURER'S VENT PIPE. Q 9'-5 I/8" x 4'-8 7/8" " ANDERSEN 3046-3 D.H. I WOOD I-JOIST NAIL TO RECOMMENDATIONS DOUBLE HEADER J015T WEB STACK ® 6'-3 3/8" x 4'-8 7/8" * ANDERSEN 3046-2 D.H. 5 BACKER BLOCK FROM EACH 2"t METAL JOIST INSTALLED TIGHT SIDE 1 ©� 3'-2 Ila" x 4'-8 7/8" * ANDERSEN 3046 D.H I HANGER TO BOTTOM OF i 2 -I--- 2 r------ ---- D 3'-0 I/8" x 3'-0 7/8" ANDERSEN 210210 D.H I TOP FLANGE EG. -------r------------I--- I T------ T---- Ea. 11 1/2" 1 1/2"1 1 3" I I II 1/2" 3"I 11 1/4" 1 1 1/2" D.H. FILLER BLOCK I I 1 1 1/4'1 I 1 I I E 2'-2 1/8" x 3'-0 7/8" ANDERSEN 20210 1 I I I I WOOD I-JO15T I I I I 2'-8" x 2'-0 5/5" ANDERSEN A-281 AWNING 2 • 2"t . I I I I x 38 1/2" ANDERSEN RV-2838 SKY-LITE I IGHT FIT • 1 I I I WASHING SECOND FLOOR I MACHINE WINDOWS MEET EGRESS REGUIRMENT5 (SEE CARPENTRY NOTES.) FILLER PANEL, WEB STIFFENER , THIS WINDOW MUST BE TEMPERED SAFETY GLA55 IF NECESSARY 2" 3" 2" I 211 3" WEB STIFFENER (EACH LEAVE I/I6" - 3/16" GAP, 2 I. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EAGH HABITABLE SPACE FOR EMERGENGY SIDE; MAY BE aUIRED WOOD I-JOIST SEE MANUFACTURER'S O. 1 FOR JOIST STABILITY RECOMMENDATIONS I G.O. E5GAPE. IN CONFORMANCE WITH N.Y.5. CODE SEG. R310 MIN OPENING OF 5.7 50. FEET HANGER GOMPATIBIIjI�I', 1 ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LE55 THAN 44" OR LE55) W/ OR JOIST REACTION 3 3 BEARING WALL BELOW BEARING WALL ABOVE MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 2" I 2" FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. PETAL F-----� -1- T T 1 2. ALL WINDOW5 MUST BE ANDERSEN - 400 SERIES WOOD I-JOIST U TION N.T.S. � '' ��TA I L II I/2" 13" 11 1 11 1/4" 1 I 1 1/4" I 3 1 1/4" 1 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO OOD I-JOIST NAIL 1 W �. Yid STIFMCM IMTAILS N.T.S. I 1 1 1 I 1 j WOOD I-JO15T FIRST FLOOR I ®®R DOUBLE-HEADER 2" X 6" SaUASH BLOCKS SOLID WOOD -- - -- - .O. 2.1 3.1 2.1 1 3.1 -- - I 2" 2" C.O. SYMBOL DOOR SIZE DOOR TYPE AMT. BLOCK FILLER BACKER BLOCK INSTALLED I I 3068 SWING (EXTERIOR) I TIGHT TO BOTTOM OF 3" 1 311 2668 SWING (INTERIOR) 3 TOP FLANGE. 2068 SWING (INTERIOR) q r-----F.A.I.1 I 6068 SLIDER (EXTERIOR) CRAWL SPACE I G.O. I 5 4068 SLIDER (INTERIOR) 2 I I/2" _-11- 6 3068 SWING (INTERIOR) 2 1 1 7 2868 SWING (INTERIOR) I WOOD STAIR z G.O. O 8070 OVERHEAD GARAGE 2 GARRI AGE 1 4" G.I. HOUSE TRAP IN I 2868 SWING (EXTERIOR) I METAL FRAMING ANCHOR � AT EACH SIDE. w IT w 5TL COVER 1 2868 FIRE RATED SWING (INTERIOR) 1 (Y RISER D I AG M 4" G.I. 11 3068 BARN STYLE SLIDER (INTERIOR) 1 3/4" RIM J015T meTA I L N.T.S COX PLYWOOD EXT. GRADE SEAL INSTALL W/ FACE GRAIN HORIZONTAL ST141R G I S 'TAIL N.T.S. ��ED ARO WATER SUPPLY $ D15TRIBUTION NOTE: 1. 5ERVIGE FOR NEW BATHROOM WILL BE TAKEN ��N K �G F FROM THE EX15TINO WATER 5ERVIGE. 2.WATER 015TRIBUTION PIPING 4 FITTING SHALL COMPLY WITH R.G.O.RY.5.TABLE P2g04.5 WATER WOOD I-JOIST AS RIM DISTRIBUTION,FOR MATERIALS d TABLE P2gO4.6 JOIST, NAILED TO TOP PLATE BELOW W/ 8d NAILS 6 O.G. 2 s A y PIPE FITTINGS,FOR MATERIALS. 0 • WEB STIFFENER EACH SIDE �� OF NE IF NECESSARY. e • I-I/4" TIMBERSTRAND LSL / • OR TJ-STRAND RIM BOARD ,OM 2" x 12' RIDGE CONTINUOUS RIDGE VENT Q D TA I L HOOD I-JOIST 2"x 4" COLLAR TIES® 16' O.G. BEARING WALL BELOW CAW. DeTAIL N.T.S. '111 V 2";< 10" ROOF RAFTERS @ 16" O.G. ,� D�T�I 1/2" PLYWOOD 5HEATHIN6 ~ # A5PHALT 5HINGY LES (A5 SELECTED BY' RIM JOIST MAIL N.T.S. � PROVIDE ICE SHIELD PLAGE JOISTS TOGETHER AND NAIL FROM EACH SIDE Q 2"x 8" GEILIN5 J015T5 @ 16" O.G. 111 FILLER BLOCKIN65 T ROWS OF OS NAILS ® 12" OG, CLINCHED WHEN POSSIBLE. 12 FULL LENGTH OF JOIST STAGGER ROWS FROM OPPOSITE L 2- 2"x 4" TOP PLATE � -� Q 6 � • • SIDES BY 6". t- 1 - 12" O.H. __ , {- 3" CONTINUOUS SOFFIT VENT �, 2"x 4" STUDS® II6"O.G. \� 1/2" PLYWOOD SHEATHING b 2"x 4" STUDS® 16" O.G. DOUBLE LAYER OF �� VAPOR BARRIER �'`� I 1/2" PLYWOOD SHEATHING r-- R-Iq IN5ULATION R-3 INSULATION(BOARD `' ,' i/ T I i. T m p Lu VAPOR BARRIER — RUN 1122" GYP BO VINYL SIDING(A5 SELECTED BY OWNER) � I V � R-3 IN50LATIOIN BOARD DOUBLE LAYER OF GOUCLC JOIST GONSTIIZXTION N.T.S. N �.) tu VINYL SIDING(A5 5ELEGTED BY OWNER) R-Iq INSULATION R-30 INSULATION W/ 2' X 8" NAILER O 2 R-15 INSULATION W/ RUN PERPENDIGU AR I/2 GYPSUM BOARD. v I/2" GYPSUM BOARD. UL H/ 1/2" GYP BD 2" x 95" NAILER 2'x 6" ROOF RAFTERS® 169" O.G. BEDROOM G� BEDROOM 1/2" PLYWOOD 51HEATHIN6 111 2"x 6" ROOF RAFTERS� I6" O.G. 1/2" PLYWOOD 5HEATHIN5 V GL6 HT 10'-6"VAULTED GLG #15 FELT Ili #15 FELT A5PHALT 5HIN6LE5(A5 5ELEGTED BY OWNER) 11.1 ASPHALT 5HINGLE5 (A5 5ELEGTED BY OWNER) 12 PROVIDE IGE 5HIIELD O PROVIDE ICE 5HIELD 12 rJ R-15 INSULATION W/ 6 2" X 6" CEILING JOISTS® I6" O.G. 3/4" 5UB FLOOR GLUED AND NAILED 1/2" 6YP5UM BOARD. 12" O.H. 1- � 3 GONTINUOU5 SOFFIT VENT Z (2) 13/4" x 11 7/8" LVL FLUSH HDR O > } r (2) 2" x 10" HDR 13/4" X II 7/8" TJI FLOOR J015T ® 16"O.G. I/2I GYP5UM IN5ULAT(ON BOARD• :z Z 2" x 6" GEILIN5 JOISTS 0 16" O.G. lU F- 2" x 6" NAILER W/LA6 BOLT5 ~ O O TURN DOWN P05T L I YI NG ROOM KITCHEN 2" x 8"NAILER W/LA6 BOLTSQ = 2" x 6" DECKING �t��G�"'� q'GL6 HT q'GLG HT Z1 2" x 6"DECKING Z w y t 36" RAILING 2"x 6"FLOOtR JOISTS® I6" O.G. (y � N [Q R-13 INSULATION W/ -A (2) 2" x 8" HDR 1/2" 6-7YP5UM BOARD. U1 4" x 4" POST ANCHORED ON 3/411 5UB F OOR 6 UED AND NAILED o N 12 �P SONO TUBE BELOW GRADE (2) 2"x 8"HDR Q AND 4"-6" ABOVE GRADE O LATTICE: WORKR-30 INSULATION 15/4" X II 7/8" TJI FLOOR J0I5T5® I6" O.G. N GRADE I I Q (3) 2" X 10" WOODQ I I Z GIRDER. ORA& 5PA CE � . 0 O :3 2" x 6" FLOOR JOISTS 0 16"O.G. 8" x I6" GONG.PIER 2" GONG.SLAB 2" x 8" NAILER W/LAG BOLT5Ll r ELI _I -- 4 x 4 P05T.ANCHORED ON 10"D SONO TUBE BELOW GRADE 1- Z Q SILL SEALER AND 4"-b"ABOVE GRADE TERMITE 5HIELD 24" x 24"x 12" FTG. ANCHOR BOLTS 2- 2"x 6" CGA SILL O I- 111 DAMP PROOFING 8" POURED CONCRETE FOUNDATION WAIL LL. 0 Z Z I6 x 8 GONG FTG W/4 x 2 KEY p u! v I � NOTE IL 0 0) < W I ALL LUMBER THAT COMES IN CONTACT WITH DWC NO GONGRETE SHALL BE A.G.Q. LUMBER. BEC710N VIEN A, 1/4n- 1I- On 95d a b oc toed In L along braced wall Roof Sheathing ?attachment Requirements for Wind Loads - Exposure B TOP PLATE Three Second east wind 410 100 110 120 130 6" speed(mph) STRUCTURAL 5HEATHIN6 8d COMMON NAILS a 6" O.G. ON EDGE5 Il II II 11 E F E F E F E F E F ONLY Sheathing Location. 12aFter/Truss Spacing Maximum Nall Spacing For ad common Nails 1/2" MIN. STRUCTURAL TOP PLATE i L-i iv (Inches,o.cJ or IOd Box Nails(inches,azJ WOOD PANEL = 8d COMMON NAILS 12 a 12" O.G. ON b 12 b 12 6 12 6 12 6 12 6" AT STUD TO FLOOR A55EMBLY TO SILL PLATE(5)CONNECTION FIELD ONLY o Interior Zone Ib 6 12 b 12 b 12 b 12 6 12 FOR 5TRAP- 3 8 d COMMON NAILS® EA.END OF 5TRAP SOLID BLOCKING BETWE lQ•2 6 12 6 12 6 12 6 6 6 12 FOR CL OF EA.PLATE TO PLATFORM BELOW- SIMP50N HDU4-5D52.5 HOLDDOWN RAFTERS ATTACHED TO TOP Ib d COMMON NAIL5® 16"O.G. W/ 5/ " DIAM. ATR (ALL THREADED COMMON a (611 OC ALONO 24 6 l2 6 l2 6 6 6 6 6 12 g SOLID BLOCKING BETWEEN PLATLET HT OF BRACED WALL PANEL ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP SILL PLATEA '�� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON a 65" OG ALONG 12 6 12 6 12 6 12J ' 6 12' 12' Perimeter 6 12 6 12' b 12' b b 6MIN.. USE 51MP50N SET EPDXY-TIE LENGHT OF BRACED A PA Edge Zone ANCHOR HIGH STRENGTH EPDXY ADHESIVE• TO SECURE ANCHOR, DRILLS/4lag 6 l2' b 12' b b 6 6 b° b° 5-1valDIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' b b b° a 66 6 b° e° along braced wall MANUFACTURER'S INSTRUCTIONS. B RACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/Lookout6° 5 6° 6 b° 6 4 4 4 4 Block TOPERPENDICULAR RAFTER. 15able Endwall Rake or Rake Truss w/o Rake ove b b 6 6 6 6 6 6 b 6 BOARD SHEATHING END S H EA RWA L L SLAB ON GRADE Rafter/Truss Spacing Minimum Number of 8d common Nails Sheathing Size (Inches,oz) or IOd Box Nails per Support Ix6 or Ix8 Sheathing 12-19.2 2 2 2 2 2 L L IxIO or Larger Sheathing 12-14.2 11 5 5 3 5 3 f � E - NAIL SPACING AT PANEL EDGES(In) 8d ® 6 oc toed In Z F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED (In) Z 4O along braced wall I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET Un GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. GLG JTS 2. TABULATED 12 INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 AT 5TU0 TO FLOOR 655EMBLY TO STUD CONNECTION ® Ib"O.G. FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42 <6<0.49 THE NAIL TOP PLATE 8d ® 6" oc toed ci (ONLY APPLICABLE FOR TWO STORY GONFIGURATIONW: - 6„ along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. SEAL FOR STRAP- 3 @ d COMMON NAILS® EA.END OF STRAP 3. TABULATED 6 INCH O.G.NAIL SPACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU55 1/2" MIN. 5TRUGTURAL GLG JT5 FRAMING MEMBERS WITH 6>0.49 FOR FRAMING MEMBERS WITH 0.42 <_6 <0.49 THE NAIL RED AR WOOD PANEL 8d COMMON NAILS L PLATFORM BELOW- 1 1(i d COMMON NAILS® I6 O.G. SPACINGS SHALL BE REDUCED TO 4 INCHES O.G. �'y/ ® 6" O.G. ON EDGES TOP PLATE 4. TABULATED 4 INCH O.G.NAIL 5PACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU55 6 FRAMING MEMBERS WITH G>0.49 FOR FRAMING MEMBERS WITH 0.42 < G < 0.49 THE NAIL ONLY SPACIN65 SHALL BE REDUCED TO 3 INCHES O.G. = 8d COMMON NAILS b 5. TABULATED NAIL 5FACIN05 A55UME A BUILDING LOCATED IN EXP05URE B. 3-Ibd®I6"oc a 12 O.G. ON 8d COMMON NAILS j alongbraced wall FIELD ONLY ® 12" O.G. ON 9�. 0294`613 AO AT STUD TO FLOOR A5°3EMBLY TO 51LL PLATE(5)CONNECTION 51MP50N HDU4-5D52.5 HOLDDOWN = FIELD ONLY F OF NEW FOR 5TRAP- 3 8 d COMMON NAIL5® EA.END OF 5TRAP W/ %>" DIAM. ATR (ALL THREADED 8d COMMON NAILS FOR G OF EA.PLATE TO PLATFORM BELOW- ROD) ANCHOR, EMBEDMENT LENGTH d COMMON NAIL5® 16"O.G. ® b" O.G. ON EDGES OF ANCHOR IN CONCRETE 15 10" 3-Ibd®I6"oc ONLY FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall SILL PLATE •• HIGH STRENGTH EPDXY ADHESIVE 8d ® 6" oc toed In AT STUD TO FLOOR A55EMBLY TO 5TUD CONNECTION ® Ib"O.G. • - TO SECURE ANCHOR, DRILL3/4" along braced wall (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): .. �••..• ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAIL5® EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L PLATFORM BELOW- 1 I6 d COMMON NAIL5® Ib'O.G. POURED CONCRETE/ rr j - MASONRY FOUNDATION - 6 O 8d COMMON NAILS a 12" O.G. ON END BRACED WALL ON FOUNDATION 1/2" MIN. STRUCTURAL LF ELD ONLY WOOD PANEL = 56COMMON NAILS WALL L(OPNL' O.G. ON EDGES Y 3-Ibd®I6"oc along braced wall ,AT 5TUD TO FLOOR A55EMBLY TO STUD CONNECTION ® Ib"O.G. FLOG JOI5T I(oNLY APPucIABLE FOR TWO STORY CONFIGURATIONS): RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B p .. ,• .. I Dead Load Assumptions: Roof Assembly DL= 10 psf W SILL PLATE s, - , sOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP V • L PLATFORM BELOW- 1 LF d COMMON NAILS 0 16" O.G. LU Iu 95d a 6" oc toed In ANCHOR BOLTS ' •` ' •` 4. 90 too 110 S 90 100 110 too 0 THREE SECOND GUST WiND 2 along brace wall SPEED (mph) CLO JTS POURED CONCRETE/ ROOF SPAN Number of 8d Common Nails or 10d Box Nails MASONRY ROOF PITCH (n) in each end of i-Y,'x 20 gage strop 1,2,3,4,5,6. Required Capacity of Ridge Connection (pif) 1.2,3,4 z TOP PLATEv 6„ FOUNDATION UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 >1L o (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 16 2 2 2 4 126 178 235 298 13 2 STORY BRACED WALL PANEL Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf 20 2 2 3 4 157 222 294 373 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 n THREE SECOND GUST WIND 100 110 120 130 32 3 3 4 7 252 356 471 597 � SPEED (mph) 36 3 4 5 7 1 283 400 529 671 Hall Sheathing_ and Cladding Attachment Requirements 12 ' ' 2 79 111 145 lu o for Wind Loads - Exposure�B FRAYNGSPAgNC ROOFSPANNumber of Sd Common Nails gage str10dap Box Nails 16 1 2 2 106 147 193 244 (h) (+�) in each end of 1-Y•'x 20 gage strap 1,2,3,4 20 2 2 2 �� 132 184 242 O > T= } AT STUD TO FLOOR 655EMBLY TO STUD CONNECTION ® I b"O.G. 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): Three second east wend 16 1 2 2 3 28 2 3 3 5 185 258 338 427 Z d(m a0 loo 110 120 l3 20 2 2 2 3 32 2 3 4 5 211 295 387 488 1- Z 36 2 3 4 6 238 332 435 549 Z FOR STRAP- 3 8 d COMMON NAIL5®EA.END OF 5TRAP W 5TRUGTURAL SHEATHING 12 24 2 2 3 3 12 1 1 1 2 62 87 114 144 J bd a 6" oc; toed In FOR OF EA.PLATE TO PLATFORM ABOVE l ® OF EA.PLATE TO 28 2 2 3 4 16 1 1 2 2 83 115 152 192 Q/ } Q O along braced wall PLATFORM BELOW- I L d COMMON NAIL5® 16"O.G. 32 2 3 3 4 Q F E F 20 1 2 2 3 103 144 190 239 IL � Z D = 32 2 2 3 4 165 231 303 383 FLOOR JOIST 36 2 3 3 4 5:12 24 2 2 2 3 124 173 228 287 fel lu ::10 12 2 2 2 \ Stud Spacing Maximum Nall Spacing for 8d common Nails 28 2 2 3 4 144 202 265 335 O UJ T- All -SIMPSON HOLDDOWN W/ DIAM. } Sheathing Location (Inches,ox, or IOd Box Nails (Inches,o.cJ ' 16 2 2 3 3 W 111 5�8�� N ATR (ALL THREADED ROD) 12 6 12 6 12 6 12 6 12 6 12 16 24 2 3 3 4 36 2 3 3 5 186 260 341 431 - 6„ 12 1 1 1 2 57 79 103 130 z Interior Zone 16 6 12 6 12 6 12 6 12 b 12 28 2 3 4 5 16 1 1 2 2 76 106 138 173 - 20 1 2 2 3 95 132 172 216 8d COMMON NAILS 36 3 4 4 6 F6:12 24 1 2 2 3 115 158 207 260 O ® 6" O.G. ON EDGES 24 b 12 b 12 b 12 6 6 b 12' 16 2 2 3 4 28 2 2 2 4 134 185 241 303 ONLY 32 2 2 3 4 153 211 276 346 1/2" MIN. STRUCTURAL 12 6 12 6 12 6 12 6 12 6 12 20 2 3 4 4 WOOD PANEL Sd COMMON NAILS 36 2 2 3 4 172 237 310 389 Q 19.2 24 2 3 4 = 4" EDGE ZONE 12 1 1 1 2 57 75 97 122 Z -� a 12" O.G. ON 16 b 12 b 12 b 12 6 12 6 12 32 3 4 5 6 16 1 1 2 2 75 100 130 162 } Q (L FIELD ONLY36 3 4 5 7 20 1 2 2 3 94 125 162 203 - 24 6 12 6 12 6 12 6 12' 6 12' 12 2 3 3 4 7:12-12:12 24 1 2 2 3 113 150 194 243 Q 5-Ibd®I6"or, " 16 2 3 4 5 28 2 2 2 3 132 175 227 284 v along braced wall SIMPSON HOLDDOWN K,%, DIAM. 20 3 3 4 5 32 2 2 3 4 151 200 259 324 ATR (ALL THREADED ROD) BOARD 5HEATH I NG or LAP 51 D I NO 24 24 3 4 5 6 36 1 2 1 2 3 4 170 1 225 292 365 28 3 4 5 7 I. Tabulated connection requirements shall be permitted to be multiplied by 0.'10 for framing not ANCHOR, EMBEDMENT LENGTH OF Rafter/Truss 5pacing Minimum Number of bd Common Nails or IOd located within 8 feet of building corners. (n Z d Sheathing Size (inches,o.cJ 32 3 5 6 7 9 {- ,n b ANCHOR IN CONCRETE IS 10" MIN.. Box Nails er 5u ort 36 4 1 5 6 1 8 2. Tabulated ridge connection loads assume a buiding located in Exposure B. Z V O \_ FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead Q Ixb or Ix8 Sheathln 12-24 2 2 2 2 2 q p y load(Obxl sf). 111 SILL PLATE : ;' STRENGTH EPDXY ADHESIVE TO IxlO or Larger 5heathln 12-24 3 3 3 3 3in • • 1. Prescriptive limits are based on assumptions of Table 3.4 4. Tabulated connection requirements are based on a 12 " ridge strap spacing,for dIFferent ridge �•.•.,',,.• SECURE ANCHOR, DRILP/4" DIAM. 2. Tabulated uplift connection requirements assume a building straps acln 5,multiply the tabulated values theappropriate multi Iter below. I 0 Q ANCHOR BOLTS •. E -Nall spacing at anel ed es (In) p g p yp N HOLE FOR EPDXY. FOLLOW P 9 p 9 located in Exposure B. Ridge Connection Spacing(InJ 12 ib 19.2 24 48 0 Q F - Nall spacing at Intermediate supports In the onel field (in.) LU 1- A5 REQUIRED MANUFACTURER'S INSTRUCTIONS. p g pp p 3. Tabulated uplift connection requirements assume a roof and Multiplier 1.00 1.33 I.60 2.00 4.00 7 Z x Lu I. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment ceilingassembly dead load of 9 sf 0.60 x 15 sf = 9 sf . if a p 0 - 0 POURED CONCRETE/ requirements shall be used. y P P P ) 5. Wren the tabulated number of nails required In each end of the strap Is equal to I and the framing Q (y q ceiling assembly is not present or if the ceiling assembly is not is attached in accordance with Table 3.1,the ridge strap and additional nailing Is not required. 0- 0 Q p MASONRY 2. Tabulated 12 Inch. ra Hall spacing assumes sheathing attached p stud framing members connected to the roof assembly, the tabulated number of nails 6. When a collar tie 15 used In lieu of a ridge strap,the number of IOd nails required in each end of - FOUNDATION with 6>0.49. For framing members with 0.42<CX0.4q,the Hall spacings shall be reduced shall be increased by 1 nail at each end of the strap. the collar tie need not exceed the tabulated number of bd nails in a steel strap,or the number DWG NO to 6 Inches o.c. 4. Minimum ASTM A653 Grade 33 steel strap. of 12d box nails In each end of the collar tie need not exceed the taulated number of IOd box 3. For exterior panel siding galvanized box nall shall be permitted to be substituted for common nalls. nails In a steel strap. 4. Tabulated nail spacing assumes a building located In Exposure 1. 1-'4" l 2 STORY END WALL SH EARWALL 4 20 gage ridge strap shall be of ASTM A653 grade 53 steel or equivalent. Q 2020 N (5 RESIDENTIAL BUILDING CODE TABLE R602.5(I) 2020 NY5 RESIDENTIAL BUILDING CODE FA5TENIN6 SCHEDULE TABLE R602.50) - continued NUMBER AND TYPE FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS SPAGIN6 AND LOCATION OF FASTENER ab4 DESCRIPTION OF NUMBER AND TYPE SPAGIN6 AND ITEM BUILDING ELEMENTS OF FASTENER a,ba LOCATION ROOF 14 Blocking between ceiling Joists or rafters Ibd common (31/2"x 0.162") 16" o.c.face nail 4-95d box (21/2" x 0.113")or to to late I Blocking between ceiling Joists or rafters to top 3-Sd common (2 1/2" x 0.131") : or Toe nail p p Ibd box(3 1/2"x 0.135') ;or Plate 3-I0d box(3" x 0.128"): or , x Ils 12 o.c.face Hall -3"x 0.131" nciII5 15 Bottom plate to Joist,rim Joist,band Joist or 3-16d box(3 1/2"x 0.135") ;or 3 each I6"o.c. face nall 4-8d box (2 1/2" x 0.113")or Per J oist,Toe null blocking (at brace wall panel) 2-16d common(3 1/2'x 0.162");or 2 each 16"o.c. face nall 2 Gelling Joists to top plate 3-Sd common (2 I/2" x 0.131") or 4-3"x 0.131'nails 4 each I6"o.c. face nail 3-I0d box(3" x•0.128"): or 4-8d box(2 1/2 "x 0.1139 ;or 4-IOd box(3" x 0.128");or 3-I6d box(31/2 "x 0.135") ;or 3 Ceiling Joist not attached to parallel rafter, laps.3.1,8802.3.2 „ Face nail 4-8d common(2 I/2"x 0.131") ;or Toe nail over partitlone, [see Sections 8802 3-16d common (3 1/2 x 0.162'0;or 4-10d box(3"x 0.128") ;or and Table R802.5.0)] 4-3" x 0.131"nails I6 Top or bottom plate to stud 4-3"x 0.131"nails Gelling Jol5t not attached to parallel rafter 3-I6d box(3 1/2 "x 0.1359 ;or 4 (heel Joint) [se: 5ection5 8802.3.1 and R&02.3.2 Table 8802.5.1 (q) Face nall 2-Ibd common(31/2 " x 0.162");or End Hall 3-I0d box(3"x 0.128') ;or and Table R8O2.5.1(g)] 3-3"x 0.131"nails 4-IOd box(3" x 0.128'7;or To plates, las at corner s and 3-I0d box(3'x 0.128'7;or 5 Collar tie to rafter,face Hall or I i/4" x 20 ga. Face nail each rafter 17 P s P 2-116d common(3 1/2"x 0.162");or Face nail ridge strap to rafter 3-IOd common(3"x 0.148");or Intersections 4-3"x 0.131"nails 3-3"x 0.131"Halls 3-I6d box nails 3-8d box(2 1/2" x O.Il3'7;or Face nail - ; 2 toe nails on one side and I toe nail 18 ibrae to each stud and plate 2-Sd common (2 1/2" x 0.131") ; or - 6 Rafter or roof truss to plate 3-I0d common nails (3" x 0.14L5")I/2" x 0.1135") ;or or " 4-10d box(3" x 0.128"); or on opposite side of each rafter or 2-I0d box(3" x 0.128") ;or 4-3"x 0.131"nails truss 2 staples 13/4' 4-I6d (3 1/2"x 0.135") ;or Toe noll „ 3-8d box(2 1/2" x 0.113");or 3-I0d common (3 1/2" x 0.1148') ; or ICI I x 6 sheathing to each bearing „ 2-8d common(2 I/2"x 0.131") ; or Face nail 4-IOd box(3' x 0.128) ; or � Roof rafter, to ridge,valley or hip rafters or 4-3"x 0.131"nails 2-I0d box(3"x 0.128");or roof rafter to minimum 2" ridge beam 3-I6d box(3 1/2"x 0.135') ;or End nail 2 staples,I"crown, 16 a., 13/4" Ion 2-I6d common (3 1/2" x 0.162") ;or 3-bd box(2 1/2" x 0.113'7;or 3-10d box 0"x 0.128') ; or 3-8d common(2 1/2" x 0.131") ; or 3-3"x 0.131"nai1s3-I0d box(3"x 0.128") ;or lfl WALL 20 I x 8 and wider sheathing to each bearing 3 staples,I"crown, 16 ga., 13/4" long Face nail z0 Wider than I"x 8" 0 8 Stud to stud (not at braced wall panels) I6d common (3 1/2" x 0.162") 24" o.c. face nail 4-bd box(2 1/2" x 0.113); or y 10d box x O. ;or 3-8d common (2 1/2"x 0.131') ;or „ „ I6 o.c.face Hall 3-10d box(3"x 0.1267 ;or q Stud to 5tu,3 and abutting stud at Intersecting I6d box (3 1/2" x 0.135") ;or 12" o.c. face nail 4 staples,I"crown, 16 go., 13/4 " Ion 3" x 0131"Halls wall corners (at braced wall pa . nels) 16" o.c. face nail %0OR `DEAL BRED ARO Ibd common (3 I/2' x 0.1629 16" o.c.each edge face nail 4-8d box (2 1/2" x 0.113); or y Ibd common (3 1/2" x 0.162") 9 K. l0 Built-up header (2" to 2" header with 1/2" spacer) 21 Jol5t to 5111,top plate or girder 3-Sd common (2 1/2" x 0.131'7 ;or Toe nail c,� �� 12" o.c,each edge, face Hall I6d box (3 I/2' x 0.135") 9 3-IOd box (3" x 0.128") ;or 3-3"x 0.131" nails 5-8d box(2 I/2" x 0.113") ;or II Continuous header to Stud 4-8d common (2 1/2" x 0.131") ; or toe Hall 8d box (2 1/2" x 0.113") 4"o.c.toe nail _- 4-I0d box (3" x 0.128") 22 Rim Jol5t ,band Joist or blocking to 5111 or 8d common(2 1/2" x 0.131') ;or ``j � 12 Top plat; to top plate Ibd common (3 I/2" x 0.162") 16" o.c. face nail top plate (roof applications also) 10d box(3" x 0.128") ;or 6"o.c.toe nail 9� 0 2 9 a 0 y0� IOd box(3" x 0.128') ;or 3"x. 0.131"nails F W 12 o.c.face Hall 0 F N E "nails 3-8d box (2 1/2" x 0.167 ;or Double top plate splice for 5DGs A-02 with 8-I6d common (3 1/2" x 0.162") ;or 23 1" x 6"5ubfloor or less to each Joist 2-8d common (2 1/2" x 0.131') ;or face nail Seismic braced wall line spacing<25' 12-I6d box (3 1/2" x 0.135'7 ;or face nail on each 51de of endolnt J 3-I0d box(3" x 0.128") ;or 13 12-I0d box (3" x 0.128") ;or (minimum 24" lap splice length each 2 5t.apie5, I' crown, 16 ga., 13/4" long 12-3"x 0.131" nails side of end Joint) Double top plate 5pllce 5DG5 00,PI,or D2; 24 2"subfloor to Joist or girder 3-I6d box(3 1/2"x 0.135") ;or Blind and face nail and braced wall line spacing > 25 - 12-I6d (3/12 x 0135") 2-I6d common(3 I/2" x 0.162") 25 2"planks (plank 4 beam -floor d roof) 3-I6d box(3 1/2"x 0.135') ;or At each bearing,face nail 2-16d common(3 1/2" x 0.162') 3-Iba common (3 1/2" x 0.1629 26 Band or rim Joist to Joist 4-I0d box(3" x 0.1289 ;or End nail 4-3"' x 0.131" nails;or - 4-3'"x 14 ga.staples,l/16"crown Nail each layer as follows: 32 o.c. TABLE 8602.10:4 20d common (4" x O.Ig2") ;or at top and bottom and staciclered. BRACING METHODS IOd box(3 "x 0.128"9 ;or 24" o.c. face nail at top and bottom 27 Built-up girders and beams,2 Inch lumber 3 "x 0.131" nails 5taciclered on opposite 51de5 Continuous Sheathing Method layers And:, 2-20d common (4" x O.Ig2') ;or Face nail at ends and at each CONNECTION CRITERIA 3-10d box(3" x 0.1267 ;or splice TABLE R602.10.3(1) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3-3"' x 0.131" nails Fasteners Spacing 4-I6d box (3 1/2" x 0.1359 ;or BRACING REQUIREMENTS BASED ON WIND SPEED 28 Ledger strip supporting Joi5t5 or rafters 3-Ibd common (3 1/2" x 0.1629 ;or At each Joist or rafter,face nail 4-IO)d box(3" x 0.128'7 ;or EXPOSURE GATE(5ORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS 0) Exterior sheathing per 6"edges 12"field 4-3" x 0.131" nails 30- FOOT MEAN ROOF HIE6HT - CS-WSF1 Table 8602.3(3) I'n 2q Bridging to Joist 2-10d(3" x 0.128") Each end,toe nail 10- FOOT WALL HIEOHT REQUIRED ALONG EACH BRACED WALL LINE r- Gontinuou5ly 5hecithed I/2" 2 BRACED WALL LINES 1LLI Interior sheathing per Varies by fastener ULTIMATE DESIGN BRACED WALL LINE METHOD5 METHODS 0 Ul wood Structural panel * A. ''' * Table R602.3(I) or R602.3(2) WIND SPEED STORY LOCATION 5PAGIN6 METHOD LIB METHOD GB DWB,1615P, PS5FB, GS-W5P,G5-6, (MPH) (FEET) PB5,PGP,H , BV-W5P,ABH,PFH, GS-Pf PFO,Q-5936 -� = m 10 4.0 4.0 2.5 2.0 v 20 7.0 7.0 4.0 3.5 O �-- 30 10.5 10.5 6.0 5.0 13 40 13.5 13.5 8.0 6.5 50 16.5 16.5 9.5 a.0 Q 60 19.5 19.5 11.5 9.5 tu < 120 10 7.5 7.5 4.5 3.5 0 20 in 14.0 14.0 &.0 7.0 - 30 20.0 20.0 11.5 9.5 v < Z } 40 25.5 25.5 15.0 12.5 _ (Y Z 50 31.5 31.5 18.0 15.5 W F- 5PL I C I NG 07 TOP PLATE 60 37.5 37.5 21.5 15.5 O > J In TOP PLATE 'SPLIGE LEN6THf TOP PLATE 5PLIGE TOP PLATE SPLIGE 10 NP 11.0 6.5 5.5 ASC M Z N 0 FOR HIND EXP05URE5 54G FOR HIND -EXPO5URE5 5$0 W V ,n 20 NP 20.5 11.5 10.0 10 111 r } ONE STORY SLAB ON GRADE ALL OTHER GA5E5 30 NP 29.0 17.0 14.5 n Iv n 40 NP 35.0 22.0 18.5 Z MINIMUM 5PLIGE BUILDING so NP 47.0 27.0 23.0 BUILDING MINIMUM SPLIGE bo NP sss 32.0 27.0 � �y DIMEN51ON (ft) LENGTH (ft) DIMENSION(ft) LENGTH (ft) TABLE 8602.3(3) -AtLI - 12'-O�� 3�_0�� 12'-0" 2'-O�� v o O REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a b c 10 4.5 4.5 2.5 2.5 I) m I6'-0" 4'-0" I6'-0° 3'-0" 20 8.5 8.5 5.0 4.0 Z J O it it ll it MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN 12.0 12.0 7.0 } 20 -0 5 -0 20-0 4-0 NOMINAL PANEL NAIL 5PAGIN6 WIND SPEED V ult CIL STRUCTURAL MAXIMUM WALL 40 15.5 15.5 9.0 -1.5 - „ , „ PANEL SPAN PANEL 51UD SPAGIN6 (mph) Ia.5 19.5 11.0 O 24-0 -0 -011 24-0 41-011 SIZE PENETRATION THICKNESS EDGES FIELD w n exposure ca egory O _ (INCHES) RATING (INCHES) (INCHES) 60 23.0 23.0 13.0 111.0 n/ (INCHES O.G.) (INCHES O.G) B G D In IY_ 0 28'-O" 1'-0" 281_0" 5'-O" 6d COMMON p/ - (2.0" x 0.113") 1.5 24/0 I/2 16 6 12 140 115 110 O I n i n i n i n 10 8.5 8.5 5.0 4.5 � �-- Z � II 32 -O 8 -O 32 -O 6 -O < I3o 20 16.0 16.0 9.5 �.o to < I TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 16 6 12 170 140 135 23.0 23.0 13.5 z _ , u i u i n [-oil 8d COMMON �� GONNEGTIONS U51N6 2-I6d NAILS PER FOOT, FOR SHORTER 5PLIG 36 -O -O 36 -O -1-0 40 30.0 30.0 17.5 1 .0 lu (2.5" x 0.131") 1.75 24/16 7/16 Q 24 6 12 140 115 110 37.0 37.0 21.5 LENGTHS, THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" II'-O" 40'-O" 8'-O° bo 44.0 44.0 25.0 215 0Q N PROVIDE AN EQU I VALENT NUMBER OF NAILS FOR 51: 1 INCH = 25.4 mm, I mile per hour = 0.441 m/5. W A- I- Iv Z 1 50-O 131011 50 -O 10-O p A.Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs Spaced more than 16 Inches on center shall be applied with 10 NP 13.0 7.5 6.5 (3 O W - v � u u u n panel strength axis perpendicular to supports. W _I -1 W 111 Q N 60 -0 16 -0 60-0 12 -0 p g p '� pp 20 NP 24.0 13.5 111.5 2 TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED IN I II I II I II I " B.Table. ordabae with wind l pressureOacting toward and away from building surfaces lln accordance with Section R301.2.Lateral bracing requirements shall be In Q-- (L 0 In Q I-- Q - 30 NP 34.5 19.5 1-7.0 EXPOSURE B AND C -10 -0 IO{ -0 -10 -0 14-0 G.Wood structural panels with span rating of Wali-I6 or Wall-24 shall be. permitted as an alternate to panels with a 24/0 span rating. Plywood siding rated 16 o.c. 40 NP 44.5 25.5 22.0 PHO NO �1 �l it it or 24 o.c shall be permitted as an alternate to panel with a 24/16 span ratfng.Wall-I6 and Plywood 5lding 16 o.c. shall be used with studs spaced not 50 NP 55.0 31.5 26.5 JAZ 5 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 80-O 22 -0 80-0 16 -0 more than 16 Inches on center. 60 NP 65.0 37.5 31.5 IVA II TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK JOIST SPAN LESS THAN OR EQUAL TO ;SPECIES SIZE (FEET) TABLE R507.4 6 8 10 12 14 16 18 MAXIMUM JOIST SPACING 2 - 2X6 6 - II 5 - 11 5 - 4 4 - 10 4 - 6 4 - 3 4 - 0 DECK P05T51ZE MAXIMUM HEIGHT 2 - 2X8 6 - q 6 - 2 5 - q 5 - 4 5 - O 4 X 4 8 FEET 2 - 2X10 10 - 4 q - 0 8 - 0 1 - 4 6 - q 6 - 4 6 - 0 2 - 2X12 12 - 2 10 - 7 q - 5 8 - 7 8 - O 7 - 6 7 - 0 4X6 BFEET 3 - 2X6 8 - 2 1 - 5 6 - 8 6 - I 5 - 8 5 - 3 5 - O SOUTHERN PINE 6 X 6 14 FEET 3 - 2X8 10 - 10 q - 6 8 - 6 1 - 1 1 - 2 6 - 8 6 - 4 3 - 2X10 13 - 0 II - 3 10 - 0 q - 2 8 - 6 1 - 11 1 - 6 3 - 2X12 15 - 3 13 - 3 11 - 10 10 - q 10 - 0 q - 4 8 - 10 3X60R2-2X6 5 - 5 4 - 8 4 - 2 3 - 10 3 - 6 3 - 1 2 - q TABLE R507.2.1 3X8 OR 2-2X8 (0 - 10 5 - 11 5 - 4 4 - 10 4 - 6 4 - 1 3 - 8 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3XIOOF, 2-2X10 8 - 4 1 - 3 6 - 6 5 - 11 5 - 6 5 - 1 4 - 8 3X12082-2X12 q - 8 8 - 5 1 - 6 6 - 10 6 - 4 5 - II 5 - 7 MINIMUM END AND EDGE D15TANGE5 AND 5PAGIN6 BETWEEN ROW5 DOUGLAS FIR-LARCH, 4 X 6 6 - 5 5 - 6 4 - 11 4 - 6 4 - 2 3 - II 3 - 8 TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 HEM-FIR, 4X8 8 - 5 1 - 3 6 - 6 5 - 11 5 - 6 5 - 2 4 - 10 SPRUGE-FINE-FIR, REDWOOD, 4 X 10 q - 11 8 - 1 1 - 8 1 - 0 6 - 6 6 - 1 5 - 8 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INGHE5 WESTERN CEDARS, 4 X 12 II - 5 q - II 8 - 10 8 - I 7 - 6 7 - O 6 - 7 BAND JOIST 3/4 INCH 2 INGHE5 2 INCHES 15/8 INGHE5 Z PONDEROSA PINE, o RED PINE 3 - 2X6 1 - 4 6 - 8 6 - 0 5 - 6 5 - 1 4 - q 4 - 6 n 3 - 2X8 q - 8 8 - 6 7 - 1 6 - 11 6 - 5 6 - 0 5 - 8 3 - 2X10 12 - 0 10 - 5 q - 4 8 - 6 1 - 10 1 - 4 6 - 11 3 - 2X12 13 - II 12 - 1 10 - q q - 10 q - 1 8 - 6 8 - I SEAL RED ARCI K. TABLE R507.2 v DECK LEDGER CONNECTION TO BAND JOIST y (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) CP J015T SPAN 02 2 9 4 OF NES CONNECTION DETAILS 6AND LE55 6'-1" TO 8' .5'-1" TO 10' 10'-1" TO 12' 12'-1" TO 14' 14'-I" TO 16' 16'-1" TO 18' ON-GENTER SPACING OF FASTENERS 1/2 INCH DIAMETER LAG 5GREW W/ 1/2 INCH 30 23 18 15 13 II 10 MAXIMUM 5HEAT1 N6 1/2 INCH DIAMETER BOLT W/ 1/2 INCH 36 36 34 2q 24 21 Iq MAXIMUM SHEATING 1/2 INCH DIAMETER BOLT W/ I INCH 36 36 2q 24 21 18 16 MAXIMUM 5HEATIN6 TABLE R507.5 r Q DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) v {— tLI � v 5PAGIN6 OF DECK J015T5 WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER SPECIES SIZE (INGHE5) (INCHES) 12 16 24 12 16 24 Table P3201.1 2 X 6 q - 11 q - 0 7 - 7 6 - 8 6 - 8 6 - 8 SIZE OF TRAPS FOR PLUMBING FIXTURES 2X8 13 - I II - 10 q - 8 10 - I 10 - I q - 8 SOUTHERN PINE PLUMBING FIXTURE TRAP s1zE � 2X10 16 - 2 14 - 0 11 - 5 14 - 6 14 - 0 II - 5 (MIN. IN. ) 2 X 12 115 - 0 16 - 6 15 - 6 18 - 0 16 - 6 15 - 6 BATHTUB (with or without } O shower head and/or 1 1/2 W - whirl ool attachments) } 2 X 6 q - (0 8 - 8 1 - 2 6 - 3 6 - 3 6 - 3 Bidet 1 1/4 vZ A )-- DOUGLAS FIR-LARCH, 2 X 8 '12 - 6 II - I q - I q - 5 q - 5 q - I Clothes with standpipe 2 z ► F-- � z HEM-FIR, O > J SPR'JGE-PINE-FIR, 2 X 10 15 - 8 13 - 1 II - 1 13 - 1 15 - 1 II - I Dishwasher (on separate trap) 1 1/2 Floordraindrain 2 In 4 O � 2X12 18 - 0 15 - q 12 - 10 18 - 0 15 - q 12 - 10 � � � j) Kitchen sink(one or two 2 X 6 8 - 10 8 - 0 1 - 0 5 - 1 5 - 1 5 - 1 traps, with or without n N m REDWOOD, dishwasher and food waste 1 1/2 Z WE5TERNCEDAR5, 2X8 II - 8 10 - 1 8 - 8 8 - 6 8 - 6 8 - (b disposer) PONDER05A PINE, 2 X 10 14 - II 13 - 0 10 - 1 12 - 3 12 - 3 10 - 1 Laundry tub 1 1/2 J N one or more compartments) Sec. P3103.1 - Roof Extensions — RED PINE Lavatory 1 1/4 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated v 66 2 X 12 I1 - 5 15 - 1 12 - 4 16 - 5 15 - 1 12 - 4 snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, stoweruDased on the totai observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than flow rate through 7'-0" above the roof. Z 7 showerheads and bodysprays) Sec. P3103.2 - Frost Closure Flow rate: Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or 0 5.7gpm and less 1 1/2 wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not O TABLE 8507.4 more than 5.7gpm up to 12 .3gpm 2 less than 1 foot inside the thermal envelope of the building. %3 more than 12.3gpm up to 25. 8gpm 3 Q MAXIMUM JOIST SPACING more than 25.8gpm up to 55. 6gpm 4 O (�/ {— � :Z MATERIAL TYPE AND MAXIMUM ON-GENTER J015T 5PAGIN6 ~ Z NOMINAL SIZE PERPENDICULAR TO J015T DIAGONAL TO J015T P UMBN In OV I. ALL HASTE AND VENT PIPING ABOVE GRADE SHALL BE PVG 56HEOULE 40 DW. O W ry 1/4-INGH-THICK WOOD 16 INGHE5 12 INCHES 2. ALL HASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT GAST IRON.. � O I- 3. ALL HOT AND GOLD HATER 5UPPLY PIPING SHALL BE TYPE L COPPER TUBING, IL Z ALL SOLDER SHALL BE.LEAD FREE. O Z ►1 L(l 2-INGH-THINCK WOOD 24 INGHE5 16 INCHES 4. ALL SUPPLY PIPING SHALL BE INSULATED HITH 1/2" INSULATION. W 1LI QI N 5. ALL FIXTURES SHALL BE A5 5ELEGTED BY OHNER. [L v (n d IN AGGORDANGE W/ IN ACCORDANCE W/ 6 STATE BUILDILL HORK NG ANDNFORM To ENIER6Y GOD IREMENTS OF THE HEALTH DEPT., DVgO NO PLASTIC COMPOSITE SECTION 8507.3 SECTION R501.3 a 2020 NYS ENERGY CONSERVATION CODE TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be Installed In Air-permeable Insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by Insulation The exterior thermal envelope contains a Narrow cavities that on Installation readily conforms to the General requirements available cavity continuous air barrier. y s Pace. Breaks or Joints in the air barrier shall be sealed. Air sealing shall be provided between the Garage separation The air barrier in any dropped telling/soffit The insulation in any dropped ceiling/soffit garage and conditioned spaces. shall be aligned with the Insulation and any shall be aligned with the air barrier. gaps In the air barrier shall be sealed. Recessed light fixtures installed In the building Recessed light fixtures Installed in the building Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IG Access openings,drop down stairs or knee drywall. rated. wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit The Junction of the foundation and 5111 plate Cavities within corners and headers of frame Plumbin and wirin around wiring and plumbing In exterior walls, shall be sealed. walls shall be Insulated by completely filling g g or insulation that on installation readily The Junction of the top plate and the top of the cavity with a material having a thermal conforms available space shall extend Walls exterior walls shall be sealed. resistance of R-3 per Inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope Insulation for framed The air barrier Installed at exterior walls Exterior walls adjacent to showers and tubs - walls shall be Installed In substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. and continuous alignment with the air barrier. them from the showers and tubs. The space between window/door jambs and The air barrier shall be installed behind Windows.5kyllghts and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be Installed. Rim joists shall Include the air barrier. Rim joists shall be Insulated. HVAG reglster boots that penetrate building Rim Joists HVAC register boots thermal envelope shall be sealed to the 5ubHoor or drywall. The air barrier shall be Installed at any Floor framing cavity Insulation shall be exposed edge of Insulation. Installed to maintain permanent contact with When required to be sealed,concealed fire z the underside of 5ubfloor decking,or floor sprinklers shall only be sealed In a manner O Floors (including above garage and framing cavity insulation shall be permitted that 15 recommended by the manufacturer. cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not LL1 sheathing,or continuous Insulation Installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. from the bottom to the top of all perimeter floor framing members. SEA BRED Exposed earth In an unvented crawl space Where provided instead of floor Insulation, Duct shafts,utility penetrations,and flue Re 5'� N.K. T y/ Crawl space walls shall be covered with a G1a55 I vapor retarder Insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned �� J�� F,y l<0 with overlapping Joints taped. the crawl5pace walls. space shall be sealed. 0 EXTERIOR INSULATED WALL i <P -4- /11 02x46`' yO� F �F NE`N ATTIC INSULATION PLYWOOD/05135HEATING INSTALL I" RIGID INSULATION INSTALL INTERIOR SHEATING Gl1T TO FIT IOID INN THE RAFTERS. 51TE BUILT ATTIC ENGL05URE - MEGHANICALLY SEGURED AT EXTERIOR WALL PRIOR LF �� TO INTERIOR WALL A55EMBLY PORGH RAFTER FOAM SEAL BOTH 51DE5 ALONG I � RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" RAFTER WITH EXPANDING FOAM SEALANT. PARTITION WALL PARTITION WALL MAINTAIN EQUAL VENT SPAGE VENTED AIRSPAGE I I FOR LENGTH OF RIGID INSULATION �� COMPRESSIBLE WEATHERSTRIPPING I ATTIC INSULATION AT PERIMETER OF ENGL05URE 2X LEDGER ON TOP OF �i SEALANT TYPICAL HEATHER BARRIER AND 5HEATIN6 INSTALL I" RIGID �� ___ _ _ _ _ INSULATION VERTICALLY TO �� — MECHANICAL LATCH TO CONNECT INSULATING SHEATING t ATTIC FLOOR FRAMING PRE55URE SEAL AT TO RIGID INSULATION BAFFLE WEATHERSTRIPPING I FOAM SEAL BOTH JOINTS BUILDING PAPER/ I LADDER BLOGKINS A5 REG'D I GONTINUOUS BEAD OF SEALANT O WEATHER BARRIER ~ INSULATED EXTERIOR WALL I I 1 1/2" RIGID INSULATION O , r------- I EXTERIOR INSULATED WALL 0 a MANUFACTURED PULL O DOWN STAIR flETA I i. I AIR eMALINd AT COMMON WALL N.T.5 i 0 PETAL � E"�.""''1"Y �s�..N DY�:LL.11� UNIT'�3 I � OI1. W 1' ZXT. INW.ATIO°N £MATING AS N.T.5 t- ATTIC rAVO >'�3M R SL M AND %&W AIALIN5 AT ATTIC PULL DOWN IR ATTIC STAN.T.5 '"' 17T cS� v LU JU MANUFACTURED RECESSED LIGHT ENCLOSURE AIR SLALINO AT F0PZH ROOF AT N.T.51/2N PLYWOOD EXTIMIOR 9*CATINS v ATTIC INSULATION -� � I I ATTIC TRU55 v VENTED AIRSPAGE ATTIC INSULATION I I OL Q INSTALL I" RIGID ROUGH GUT _ _ ___ ___ _ AROUND VENTILATION CHUTE �� F - AIR SEAL PERIMETER WITH ��' I PREFAB O EXPANDING FOAM 5EALANT EXPNADINS 5EALANT AT PEIMETER FIREPLACE UNIT DRYWALL CEILING O } — —REGE55ED LIGHTING FIXTURE EXTERIOR INSULATED WALL Z CONTINUOUS BEAD OF 5EALANT CONTINUOUS BEAD OF 5EALANT Z 1lJ F-- � Z ' INSULATED EXTERIOR 1t1 1 1/2" RIGID INSULATION STUD WALL RIGID INSULATION SHEATHING O y t "R-VALUE/THIGKNE55 PER CLIMATE ILS Q INSTALL INTERIOR Q � T I (TAPE ALL JOINTS) >tL z EXTERIOR INSULATED WALL SHEATINS PRIOR TO w INTALLATION OF PREFAB O W T- W ? FIREPLACE UNIT AIR SMAL.INQ' AT fC. LI6H1'IN:3 IN ATTIC N.T.5 PORCH RAFTER n Z i/ TPS I L 2X LED R ON TOP OF 111 p ION 1" RICiD I UI-ATION AS ATTIC LAVC N.T.5 z DA�'OLM WT A AC� CONTINUOUS BEAD OF 5EALANT (] O �V Z OL ATTIC INSULATION "'.*'—WOOD FRAME FLOOR A55EMBLY O _ WOOD TRU58 FRAMING NOTE : r-----_- 4 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 I Z < - SHEATH INTERIOR OF a F- ''nn ATTIC AGGE55 TO a AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Z V +I OF INSULATION LEVEL OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- (� O ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I" RIGID INSULATIONtu PLACE OF NORMAL UNDERLAYMENT AND SHALL _ a EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR v Q AGGE55 PANELWALL LINE. ,O,nn Z ry DRAW AGGE55 PANEL SNUG O O W V J1: w tu Lll ry WITH PERIMETER SCREWS (Y -A � TRIM A5 REGUIRDED '% PETALI (L 11_ V d FINISHED CEILING CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS � =TA I L DWG NO AIR SEALINS AT PL.ATMOMM POR N.T.5 OF UL 127 AND SHALL BE INSTALLED AND MANJP'ACTURM FIRCPI.ACl= ASSMMY TERMINATED IN ACCORDANCE WITH THE AIR SSAL.IN& AT PO=H 1.0010 AT 1" N.T.5 QPETAI I MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 ROID IN131,11LATION OW.AnN* AIR WAI.INO AT ATTIC HATCH // FINISH SCS N.T.5 a II 5TAG6ER FA5TENER5 IN 2 ROH5 FIGURE 8501.2.30) DEGK ATTACHMENT FOR LATERAL LOAD5 FIGURE Rb02.IO.b(0 LAO 5GREH OR BOLT *015TANGE 5HALL BE PERMITTED TO BRACED HALL PANEL GONNEGTION HHEN PERPENDICULAR TO FLOOR/GEILING FRAMING BE REDUGED TO 4.5" IF LAG 5GREH5 FLOOR SWEATING NAILINJA ARE U5ED OR BOLT 5PAGING 15 6" MAXIMUM ON GENTER HOLD DOWN OR *NOTE: THIIS DETAIL 15 APPLIGAPABLE 5HEATIN6 • TO ATTAREDUGEDG�XS LEDGER5 TO 2X8HAT OF LAO 5 J015T WITH HOLD DOWN OR 51MILAR DEVICE WHERE FLOOR J015T5 ARE PARALLEL TO DECK JOISTS. SIDING BAND JOISTS. LEDGER FLASING FOR WATER TIGHTNESS 5.5" MIN FOR 2X8 GONTINUOU5 RIM ADDITIONAL FRAMING FULL HEIGHT BLOGKING 6.5" MIN FOR 2X10 FOR 51: 1 INGH = 25.4 MM DECKING OR END J015T MEMBER DIRECTLY ABOVE ® I6' O.G. ALONG 1.5" MIN FOR 2X12 FLOOR J01 DECK J015T IN AGDORD HITHANCE WITH TABLE 8501.2 BRACED WALL PANEL BRAGED HALL PANEL ad ® 6"O.G. ALONG 8d® b" O.G. ALONG TOE NAIL 3-Sd NAIL5 AT FLOOR J01 APPROVED J015T HAN6ER5 BRAGED HALL PANEL BRACED HALL PANEL EAGH BLOGKING MEMBER HOLD-DOWN OEVIGE MIN.150 LB.GAPAGITY BRAGED HALL PANEL BRACED HALL PANEL BRACED WALL PANEL AT 4 LOGATION5,EVENLY P15TRIBJTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER.HOLD-DOWN DEVIGE5 3-16d® I6"O.G.ALONG 3-16d ® 16" O.G.ALONG 3-16d AT EAGH 5HALL FULLY ENGAGE DECK J015T PER BRAGED HALL PANEL BRAGED HALL PANEL BLOGKING MEMBER HOLD-DOWN MANUFACTURER. 2-16d NAIL5 EAGH 51DE A FULLY THREADED 3/8"DIAMETER LAG GONTINUOU5 RIM ADDITIONAL FRAMING 4 5GREH PREDRILLED HITH MIN.3" PENETRATION OR END J015T MEMBER DIREGTLY ABOVE FULL HEIGHT BLOGKING TO GENTER OF TOP PLATE,5TUD5,OR HEADER. BRACED HALL PANEL ® 16" O.G. ALONG BRACED HALL PANEL FOR 51: 1 INCH = 25.4 MM FOR 51: I INCH = 25.4 MM Table P32013 _ SIZE OF TRAPS FOR PLUMBING FIXTURES VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE z0 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) tJl observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7 '-0" above the roof. BATHTUB (with or without LU Sec. P310? .2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. SEAL PROVIDE ICE BARRIERS AS PER SEC. 8905.1.2 Clothes with standpipe 2 R AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS c,�� NDK TR�y � Dishwasher(on separate trap) 1 1/2 OF UNDEFLAYMENT CEMENTED TOGETHER OR A SELF � ADHERING POLYMER- MODIFIED BITUMEN SHEET IN _ Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR traps, with or without WALL LINE. J, dishwasher and food waste 1 1/2 9� 929465 y0 disposer) �c O F N E� SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 LIQUID FLASHING Shower (based on the total NOTE: flow rate through PROVIDE SMOKE DETECTORS & showerheads and bodysprays) t:r�RBON MONOXIDE DETECTORS Flow rate: AS PER SEC. R314, 315 5.7gpm and less 1 1/2 OF 2015 IRC more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 DETECTORS BE HARDWIRED AIR SHIELD more than 25.8gpm up to 55.6gpm q & INTERCONNECTED. NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 r � REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION I w V PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 1 THE CONSTRUCTION TYPE v (Y1 DESIGNATION SHALL BE UC ND I , II , III , IVORV TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE D UNDER SECTION 602 OF THE BCNYS SECTION 1265.4 SIGN OR SYMBOL �p 6" DIAMETER (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER p STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST } fLl t= 1 CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND 0 } } (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM Z Z � i ; °i;: •. � EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: (PMS)#187. (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY'METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED, HOWEVER, �_ FILI - I THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O J DC I I OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE IDOES NOTALLOW THE SIGN OR REFLECTIVE RED Cj SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. ILS < IL PANTONE#187 }' `y' " THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE 1L fA W REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: T- } AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE � u� A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND N l4 N fn EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY'THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE Z EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1",11","III","W',OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE ~<' LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. -A (y • ��""" `" „' EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) 1 j — "° (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION v Z j OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALLNOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)°F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; HAVE BEEN AFFIXED. (ii) R SHALL MEAN ROOF FRAMING;AND }- 1 m "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. IY (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGNOR SYMBOL REQUIRED BY THIS PART (��) — � AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TOAN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX, THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE F-- v - SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN OR SYMBOL. O WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE+14/2 Q OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY Z STROKE ROOF FLOOR OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT � Nt - DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS ,, , Q 10 — COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. Y Y Ul r TRUSS TYPE CONSTRUCTION ' v Q — N FLOOR FRAMING , INCLUDING Q zz T I GIRDERS AND BEAMS � �/ � � � � Q Ute.! QI (y RROOF FRAMING DWS NO FRFLOOR AND ROOF FRAMING ROOF AND FLOOR I � BUILDING IN5PEGTOR HILL VERIFY IN5TALLTION OF 51GN/5YM130L DURING FINAL IN5PEGTION. a O NE RAS N07E5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLIMATEZOIE4A - TAME FW 2W OF THE 2020 NYS UWFORM GORE HNDDE516N SEISMIC S aIECT TO DAMAGE FROM TGE 54" FLOOD AIR MEAN GENERAL FA57EN I NG 54,HEDULE RI176E-PLATFORM FRAMING ONLY RVERLAYMENI 8d NAI GENERAL: SNOT ADLo SPEEIy I P CATEGORY PEOM1"EATNEINF TERMITE TEW N"T�D � � I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING DEPTH RESIDENTIAL GODS OF NEW YORK STATE USE A MINIMUM OF 3 FEETMODERATE TWO LS THIS DEPARTMENT. P5F � T B 5EVERE HOF TO HEAVY �• ' 594 5I' R3012.1.1 DE516N CRITERIA. CONSTRUCTION IN RECGION5 WHERE THE BASIC SIDE OF TRU55. O" TOTAL 4-Sd NAILS 2. ALL WORK SHALL CONFORM WITH THE 2020 RE51DENTIAL CODE OF NEW YORK STATE HNTIR DES1611,11 TEWs WIND SPEEDS FROM FIGURE 8301.2 (4)EQUAL OR EXCEED 130 MIL E5 PER HOUR INTO TRU55. A5 WELL AS ALL CURRENT NEW YORK STATE CODES -INTB210R SPACES IMS FOR HUMAN OGGUPANGY SWILL BE PROVIDED HTH AN INDOOR TENPERATiIRE OF NOT LESS 1W4N 68'F AT A POINT 3 FEET ABOVE THE FLOOF ON THE DESIWWA7W WL BE DE516NED IN ACCORDANCE WITH ONE OF THE FOLLOWING. -SYSTEM DEWA SHALL.BE BASED ON MAX'12'F HEATING,MWW W F COOLING -DE6REE DAYS W LA6UARDIA)4611,HWER 0E516N TE41I5'F,DRY BUB 89'F,YET BIW 15'(2020 IPG APPBW D) ATTIC / V 3. ALL UNNOTED OR fyONVI518LE EASEMENTS OR CONDITIONS WHICH SHALL AR15E -AS PER NY58G 2020 CHAPTER 16 SECTION 1609 AND ASCE-12016,HND EXP0SURE CATEGORY AND SURFACE ROU6M11ES6 B 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST l DURING THE GOUR5E OF CONSTRUCTION THAT D15A6REE5 WITH THAT INDICATED -UE G FOR BM 5"SHORE AND FIRE ISLAND AND PAPER ASSOCIATION(AF1PA)-WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE GONTRAGTOR TO STOP WORK AND NOTIFY MANUAL FOR ONE AND TWO FAMILY DVELLIN65(J'll ri THE ARCHITECT OR. ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND TABLE S b BLOCKING 2 BAYS CONTINUE TO WORE: HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ALI_oWABLE�'��STRUGTURAI-N BACK a 4'-0"O.G. � • ARISING THEREFROM. MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALLOWABLE 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 �TO TABLE R3015 OF TLE RESIDWAL CODE OF NEW YORK STATEI STT�GTIIRW_h� DEFLECTION � INTO PLATES FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. RAFTERS HAVING CEILINy ATTATBR THAN 3.I L/180 8 - 8d NAILS USE LIVE LOAD WITH NO FINISHED CEILING ATTAGfD TO p INTO STUD F rI UNIson Strong-TIe 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. RAFTS SECOND FLOOR w NHABITABLP ATTICSWITHOUT STORAGE(b) 10 psf 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECTPA PD RITION5 M80 UWP�IABITABLE ATTICS WITH LIMITED STORAGE(b g) �Psf INTERIOR WALLS AN TO REVISION A5 PER ACTUAL FIELD CONDITIONS. THE 015GRETION OF THE OWNER, WIBITABLE ATTICS AND ATTICS SERVED YpTH FIXED STAIRFLOORSS 30 pgf r8 � 13OKIN6 2 BAYS 1�A�'� T I E PETAL � AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. GEILINff�WITH BRITTLE Fill"TER t T1kjGq)/360 � BAACKKa 4'-0' O.G. 1. OWNER/ CEXTERIOR BAILOPUES AND DECKS(e) 40 Pyf ONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, CEILINGS WITH FLEXIBLE FIW5HE5(GYP BO ) W40 Tw H7 Z NTS. CERTIFICATES, CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. FIRE `�A�`-' 40 Psf ALL OTHER STRUCTURAL MEMBERS L/240 GUARDS AND HANDRAILS (d) 200 Psf( ©INTERIOR ZONE 8. THIS SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLG. AND 15 EXTERIOR WALL5-WIND WITH Ohm" THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THI5 PROJECT 15 NOT GUARD INFILL COMPONENTS(f) 50 (h yTU(,W FINISH ®PERIMETER ZONE FIRST FLOOR GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY PP55ENGER VEHICLE GARA6E5(a) 50 Pqr(a EXTERIOR WALLS-HW LOADS WITH FV240 WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLG. ROOMOTHER THAN SLEEPING ROOMS 40 psf BRITTLE FINISHES OTE: - 6ABLr_WALL q. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND 5LEEPIN6 ROOMS 30 PSI EX7ERIIOR WAILS-WIPO LOAM WTH H2O 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) BLOCKING, " BAYS - 15 RESPONSIBLE FOR DESIGN INTENT ONLY. STAIRS 40 Psf(G ��FINI5hE5 BACK® 4b" o.G. ° LINTELS SUPPORTING MA90NRY VENEER KAU,, L1600 2.SEE FASTENING SCHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. GONTRAGTOR SHALL BE FAMILIAR WITH THE CURRENT 6ENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY SYSTEMS /MATERIALS USED WITHIN THI5 THI5 PROJECT WITH THE M05T STRINGENT RECOMMENDATIONS / REQUIREMENT5 TO BE FOLLOWED. 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSEDNAILING AND STRAPPINGALL STRAPPING TO BEI 14 >; I6 GAUGE 5TL L CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARI5E DURING CONSTRUCTION Z THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. "51MP50N" EQUIVALENT - G516Z (GOILED STRAP) -Lr� 13. ANY AND ALL 015GREPANGIE5 TO BE REPORTED TO ENGINEER. 12" MIN. BEARING I I > 14. WALL AND CEILING FIN15HE5 SHALL BE IN ACCORDANCE WITH SECTION 8101 AND INSULATION I I SHALL BE IN AGGCORDANGE WITH SECTION R316. I NO NOTCHES I 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R102 AND AT RAFTER TO RIDGE CONNECTION a EACH D/b MAX. f-PERMITTED - D EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 I 1 SEAL 16. THIS PROJECT G011PLIE5 W/ THE NEW YORK STATE 2020 UNIFORM GORE FOR STRAP- 3 Sd COMMON NAILS® EA.END OF STRAP I I D/b MAX. BRED ARC FOR NOTED GOLLAR/GL6 TIE - 3 IOd COMMON NAILS a EA. �\cN K Fy MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, F PLUMBING 5Y5TEN1 COMPLIES CHAPTER 24 THROUGH CHAPTER 33, -�� 12 Q nr v ELECTRICAL 5Y57EM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 -� FLOOR J015T-CENTER GUT � z , CARPENTRY: 51MIN STRON6TIE D/4 MAX. N � � ALTERNATE M AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® 16"O.G. COLLAR TIE � T �` Q- I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERWISE NOTED (U.O.N.) - FOR STRAP- 3 L d COMMON NAILS a EA.END OF STRAP ` D 1 0 2 g 4 6 y0 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N) FOR TOENAILING- 5 8 d COMMON NAILS T F 0 F N E� FOR G.J.TO R.R.- 11 16 d COMMON NAILS(FOR 5 PITCH) 3. SILLS TO BE FLA,-HED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. WOOD ALTERNATE q 16 d COMMON NAILS(FOR 8 PITCH) 0/3 MAX. 2- 2 x 6 U.O.N. CEILING TIE FOR CL OF EA.PLATE TO PLATFORM ABOVE- I I6 d COMMON NAILS a IbO.G. 4. ALL J0I5T5 HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 6. DOUBLE J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) AT 511?TO FLOOR A55EMBLY TO STUD CONNECTION ® Ib"O.G. MAX.D FROM 1. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): SUPPORT FLOOR J015T-END GUTS 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ FOR STRAP- 3 8 d COMMON NAILS a EA.END OF STRAP MODELS NUMBERS ON PLANS. FOR CL OF EA.PLATE TO PLATFORM ABOVE 4 aOF EA.PLATE TO q. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ALTERNATE PLATFORM BELOW- I Ib d COMMON NAILS a Ib"O.G. D ESCAPE. IN CONFORMANCE WITH 2020, NEW YORK STATE BUILDING CODE GONF16WATION SEG. R510 MIN OPENING OF 5.150. FEET ( 5.0 50. FEET ® GRADE LEVEL WHEN GRADE TO SILL 15 LE55 THAN 44" OR LESS) W/MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH D/3 MAX. OF 20" (OPERATION W/O NEED FOR TOOL5) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION a Ib"O.G. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN AGGORDANGE WITH SECTION RbOq. FOR 5TRAP- 3 8 d COMMON NAILS a EA.END OF STRAP ALL GLAZING SHALL COMPLY WITH SECTION 8308. FOR CL OF EA.PLATE TO PLATFORM BELOW- RAFTER CEILING JOISTS 11. 5TAIRWAY5 SHALL BE DE51ONED IN ACCORDANCE WITH 5EGTION5 R311.5 TO R311.5.7 I I6 d COMMON NAILS® 16"O.G. 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE a INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND GEILINC75 GOMPRI51N6 ELEMENTS OF THE BUILDING THERMALENVELOPE IN ACCORDANCE WITH SECTION N1102. a '51MPSoN1 LTP4 0/3 MAX. 13. ASPHALT 5HINGLE:5 ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION Rg05.2. a (OR EQUAL) ELEGTRIGAL: ° 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2 IN.MIN.FROM TOP m 2020 RESIDENTIAL CODE OF NEW YORK STATE AT STUD TO FLOOR A55EMBLY TO 51LL PLATE(5)CONNECTION AND BOTTOM OF JOIST r � :! lit SLAB ON GRADE APPLICATION: a 32"O.G. PIPE OR CONDUIT 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION ° ° ° EOR STRAP- 3 L d COMMON NAIL5 a EA.END OF STRAP D(ACTUAL DEPTH) z OF WORK. ° FOR CLOF EA.PLATE TO PLATFORM BELOW- 1 I6 d COMMON NAIL5 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 ° a 932 O.G. O " GUTTING DRILLING AND NOTCHING DETAIL AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETECTION A5 PER N.Y.S. CODE SECTION 8314. #T1RPICi,�1. A� OF J015T5 V m ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. ILS 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH 5EGTION MI502. Q 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 0-- PROP05ED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. NAILING 4 STRAPPING EXTERIOR WINDOW/DOOR HEADER 0 FOUNDATIONS, GONGRETE AND MA50NARY: TABLE R301.2.1.2 I)C 1. ALL FOOTIN05 TO BEAR UPON FIRM,VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTEGTION FA5TENIN5 5GHEDULE !11 FOR HOOD 5TRUGTURAL PANELS ab�� NALL STAIRS, HANDRAILS 4 } O 2. 501L ASSUMED 70 HAVE A MINIMUM BEARING CAPACITY OF (I)TON /50. FOOT. - RAILIN65 SHALL COMPLY O } } 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO 119L W/ RGNY5 5EG. R-311 W Z (I RISE MAX) FASTENING 5GHEDULE B 4. WALL5 TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT SHOWN ON W FASTENER 5PAGIN6 (INGHE59b } �r V O PLANS. (U.O.N.) ROUGH OPENIII6 FRAMING REGUIEREMENT5 FOR WINDOW OPENINGS TOP PLATES FASTENER 4 FEET< b FEET< A [IN ACCORDANCE WITH WOOD FRAME tLZ O 5. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION HALLS UNTIL FIRST TIER OF TYPE PANEL SPAN PANEL SPAN PANEL SPAN CON5TRUGTION MANUAL 2001 EDITION W FRAMING OR PROPER BRAGIN6 15 IN PLACE. < 4 FEET < 6 FEET < 8 FEET w NOTATION T- 6. � 6. FOOTINGS TO BE: OF POURED CONCRETE OF SIZE SHOWN ON PLANS. BORED HOLE MAX. V ", ROUGH D B (V IU In No. 8 WOOD SCREW BASED A G D E F DIA.40 PERCENT 1. ALL OPENING5 FOR 65 FLUES,UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ANCHOR WITH 2-INCH I6 IO 8 °� - z of STUD DEPTH Z ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE @ EMBEDMENT LENGTH E 2'-0" 2 1-2'X 4• 1 I I i SIDES AND ENDS. U.O.N. B G Q N 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH 0 28 DAYS OF No. 10 WOOD 5GREW BASE 4'-O" 4 I-2'x 4" 2 2 2 2 � - 3,000 P.5.1: ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH 16 12 q z 0//HARDHOOD OR STEEL HANDRAIL 5/8"MIN.TO EDGE 3,500 P.5.1. GARAGE SLAB / EXP05ED SLAB ON GRADE / POURED STEPS. EMBEDMENT LENGTH b'-0" b m 4" 3 3 3 3 �7-1 . FINGER GLR. AND NOT Q -A O ry F - "X ' TO PROJECT MORE THAN 4.5" 5/8" MIN.TO EDGE q. CONCRETE SLOE'S TO REST UPON MINIMUM 6 OF FINE GRAVEL OR SAND WITH Y4 -INGH LAC-7 5GEW BASED 2-2"x 4" Z MINIMUM EMIL. POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. 8'-O" 8 -az- 3 3 3 3 FROM THE WALL. �- ANCHOR WITH 2-INGH 16 16 16 1-2"x b' D Iy0L 10. ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. EMBEDMENT LENGTH NOTCH MUST NOT (�/ O 10'-0" 10 2-2"X b" 4 4 4 4 EXCEED D25DE� O I- O 11. BRICK VENEER TO BE ANCHORED W/(1) WALL TIE EVERY 32" O.G. VERTICALLY AND F-- - EVERY 18" O.G. r�ORIZONTALLY W/ FLASHED JOINT ® BRICK LEDGE OR RELIEVING ANGLE 1^'0" 12 2-2'x b' 5 4 5 1:�° O BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60`x5 W/ WEEP HOLES s 4'-0" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. a a LOCATED IN THE SAME CRO55 OF STUD DEPTH,THEN 5TUD MUST BE a.This table Is based on 180 mph wind speeds and a 33 foot mean roof height. 5EGTION OF GUT OR NOTCH IN DOUBLED AND No MORE THAN TWO �- _I i 12. APPLY (I) GOAT OF ASPHALTIC BASED DAMPRODFIN6 TO EXTERIOR OF FOUNDATION b.Fasteners shall be installed at opposite ends of the wood structural panel. g WOOD STRINGER, STUD 5EGGE551VE STUDS ARE DOUBLED d FROM FOOTING TO 2" ABOVE FIN15HED GRADE,UNLE55 WET 51TE CONDITIONS EXCEED c,Nails shall be IOd common or 12d box nails. ° a JACK5 4 KINC-r5 M TREADS, $ RISERS AND 50 BORED CODE LIMITS. d.Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER ~ Z V 13. THE MA50NARY CHIMNEY SHALL BE 6ON5TRUGTED IN ACCORDANCE WITH SECTION RI001. attached utilizing vibration-resistant anchors having a minimum ultimate a SILL PLATE O withdrawal capaclty of 490 pounds. v NOTE: CONDITION FOR EXTERIOR AND BEARING WALL5. PLUMBING, MEGHANIGAL, FUEL GA5, AIG: 1 1/4" NO51NO p O - NOTATION: O Iy CHAPTER 3 BUILDIN6 PLANNING OIL I. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK 5TATE2020 I.M.G Ill Z AND 2020 I.F.G C. ALONG WITH THE LOCAL BUILDING DEPARTMENT. A-NUMBER OF 8d NAILS a EA.END OF 5TRAPPINGS(TABLE 53,P.957) 4 (TABLE 6A PAGE 316) DRILLING AND NOTCHING DETAIL -, Z -1 T Ill SECTION 8301 DESIGN CRITERIA MINIMUM WIDTH OF STAIRS TO BE 3'-0" O Lu - O 1- WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 3(6"AND A MAXIMUM SPAN B-NUMBER OF SILL STUDS ON FLAT(DOES NOT APPLY TO DOORS) (TABLES 3238,P. 193) W ILS J _I ly J�J Q �V 2. 51TE SANITARY SYSTEMS ARE TO COMPLY WITH S.G.D.H.5. REQUIREMENTS. OF STUDS OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. G-NUMBER OF RILL HEIGHT KING STUDS a EA.510E OF HEADER(TABLES 3236,P.Iq3) lL (L l� (n < 3. PLUMBING, MECHANICAL, FUEL 6A5 SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTAGHMENT HARDWARE D-NUMBER OF 16d NAILS.END-NAILED TI IR0u6H ADJACENT KING STUD TO END OF HEADER STAIR DETAIL SECTIONS FOR PLUMBING CODE (CHAPTER 25-33), MECHANICAL CODE (CHAPTER 12-23), PROVIDED.ATTAGHMENT5 SHALL BE PROVIDE IN AGGORDANGE WITH TABLE R301.2.12 OR SHALL a EA.SIDE(TABLE 3.1,P.151) 4 (TABLE 6A PA6E 316) DV40 NO AND FUEL 5A5 CODE (CHAPTER 24) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE BE DE516NED TO RE515T THE COMPONENTS AND CLADDING LOADS DETERMINED IN AGGORDANGE E-NUMBER OF JAGK STUDS® EA.END OF HEADERS(TABLE5 322F„P. IBI)A55UME DBL.HDR. N.T.5. 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS WITH THE PROVISIONS OF THE 2015 I.R.G. F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT JACK 5TUD5 TO END OF 51H(5) 5V CAST IRON 13ELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. a EA.SIDE(DOES NOT APPLY To DOORS)(TABLES 3.8,P.151)4 (TABLE(,A PAGE 316) a 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.