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Home My WebLink About44961-Z �o�gllFfat/-CpG. Town of Southold 10/9/2021 P.O.Box 1179 0 C* • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42411 Date: 10/9/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 355 Summer Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/25/2020 pursuant to which Building Permit No. 44961 dated 7/9/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement, covered front porch,rear deck and attached two car garage as applied for. The certificate is issued to Goed Intent LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0114 10/4/2021 ELECTRICAL CERTIFICATE NO. 44961 7/8/2021 PLUMBERS CERTIFICATION DATED 8/21/2021 avi eismiller Au or ed i nature TOWN OF SOUTHOLD Ire,' BUILDING DEPARTMENT R TOWN CLERK'S OFFICE 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#: 44961 Date: 7/9/2020 Permission is hereby granted to: Goed Intent LLC 58 South Path Calverton, NY 11933 To: construct single-family dwelling as applied for per SCHD approval. . At premises located at: 355 Summer Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-12 Pursuant to application dated 6/25/2020 and approved by the Building Inspector. To expire on 1/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,563.60 CO -NEW DWELLING $50.00 Total: $1,613.60 B nspector oF so�Py®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® 4W sean.devlin(a)_town.southold.ny.us Southold,NY 11971-0959 •te a Nr ril BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Goed Intent LLC Address: 355 Summer Ln city Southold st. NY zip: 11971 Building Permit#: 44961 Section: 78 Block 9 Lot 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor* DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water 30A GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 4$ CO2 Detectors Sub Panel A/C BlowerU Range Recpt G8S Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 4'LED 2 Exit Fixtures 11 Pump 11 Other Equipment: Hood, Fridge, Gas Oven, DW, Micro, W/D, Mini Fridge, 40 Circuit Panel - 36 Used, 8' LED (3), 4' LED (2), LED Mirror (2) Notes New Two Story w/ Finished Basement Inspector Signature: s Date: July 8, 2021 S.Devlin-Cert Electrical Compliance Form As �o��oF SUUT�Q� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �OI�CU � y0 UN1`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 21-21 Building Permit No. 4,49W Owner: 8-1-tw (� (P�le Iase print) Plumber: T V1)Eisrn�) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. CJ1-1 � _ . (Plumbers Signature) Sworn to before me this MAUREEN A. WORONTSOFF day of 20 . NOTARY PUBLIC, STATE OF NEW YORK QUALIFIED IN SUFFOLK COUNTY REG. No. 01W06166975 MY COMM. EXPIRESaq a3 Notary Public, SJ�9\�- County i rag SO(/T�°lo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1 NSPECTION [ ] -FOUNDATION 1ST [ ] ROUGH PLBG. [ . ]'-FOUNDATION 2ND [ ] SULAT CAULKING- [ ] FRAMING /STRAPPING [ FINA D [ ] FIREPLACE & CHIMNEY [ -] -FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I WV(V Uva �� DATE $r �DY1 INSPECTOR h� 6 # # TOWN OF.SOUTHOLD BUILDING DEPT. Nyco �' 765-1802 I-NSPECTION -- FOUNDATION,`ISTJ. [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -v.I mof---X `6 U C4 0 DATE INSPECTO qqVSOUK,°!o * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] UN DATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE / INSPECTOR nn OF SOGI�,olo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING, [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK DATE O _ INSPECTORIX gwv./ laF soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. �O • io `ycouxn?�' 765-1802 INSPECTION , FOUNDATION 1ST [VROUGH PLBG. [` ] FOUNDATION 2ND [ ] SULATION/CAULKING L�fPRAMING /STRAPPING AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Rk v DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING-DEPT. ��y�nurm� 765-1802 JNSPEOrO-N r-FOUNDATI!ON 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: 4v iticWte- Fin& b%idNT� DATE INSPECTOR SOUI�o� # # TOWN OF�SOUTHOLD BUILDING DEPT. `ycouNr+�'' 765-1802 q �, I / lq - "C INSPECTION , . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]- FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Q ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ \] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR - v OF SOUlyolo _ 1 # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INS=PECT IL-O N [ ] FOUNDATION 1 ST [)1'414NSULATIO OUGH PLBG. -FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CN&AI, v Lxx� .�`� fYlpm uyf,& IDS DATE 3 wid INSPECTOR tv So!/Jyolo q ✓ ��/1" / I�ilb� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: _ l� DATE Z INSPECTOR _ r� Building Specification Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall &lnsulatic Results are projected Southold, NY 11971 Anthony Jones Model: Custom 631-879-2851 Goed Intent, LLC Builder Initial House Design Goed Intent, LLC Building Information J Rating Conditioned Area[ft] 1,697.00 HERS Index 53 Conditioned Volume[ft] 22,743.00 HERS Index w/o PV 53 Thermal Boundary Area[ftz] 4.770.67 'Number Of Bedrooms 3 Housing Type Single family detached W �I , Building Shell Ceding w/Attic I R-49 2x10 30/19 open U-0.02 Windows(largest)I U-Value: 0.31,SHGC:0.29 - - - Closed - -- - ---- - - -- - -- - -- - -- - - - -- - - -- Vaulted Ceiling I R-30C Closed Slope U-0 03 - Window/Wall 6 .'latio- 4 Above Grade Walls 12x6 R-21 FG G1 Vinyl U-0,05 -' Infiltration 1137.2 CFM50(3.00ACH50) Found.Walls I R-11 Full R-11 Duct Lkg to Outside30`CFM @ 25Pa(3.46/100 s.f.} Framed Floors I A R-30 HDWD G2 R-30 _ Total Duct Leakage 130 CFM @ 25Pa(Post-Construction) Slabs I Un insulated R-0 _ Mechanical Systems Heating Air Source Heat Pump•Electric• 10 HSPF .Cooling Air Source Heat Pump_•Electric•20 SEER Water Heating Water Heater•Natural Gas•0.96 Energy Factor Programmable Thermostat Yes Ventilation System 125 CFM•21.6 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric 'Percent Exterior LED 100% Clothes Dryer CEF 2.6 Refrigerator(kWh/yr) 740.0 Clothes Washer LER(kWh/yr) 151.0 ,Dishwasher Efficiency 270 kWh ;Clothes Washer Capacity 3.3 Ceiling Fan None Range/Oven Fuel Electric Ekotrope RATER-Version 3.2.3.2455 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report (Projected. Confirmation required.) Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration 1-1-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house 8402.4.1.2 Envelope air leakage maximum leakage rate PASS R402 41 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances FAIL* R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC) PASS R403 1.2 Heat pump controls FAIL* R406.2 Ducts outside of conditioned space to be insulated to a FAIL* minimum of R-6. R403.3.2 Duct sealing on all ducts FA R403.3.3 'Duct testing for ducts in unconditioned space AIL* R403.3.5 Building cavities not used as ducts. FAIL* R403.5.1 Heated water circulation and temperature maintenance FAIL* systems comply 8403 5.3 Hot water pipe insulated to R-3 P S - - - - - - - - --- -- - - - - ------- - -- - - - - - R403.6 Mechanical ventilation meeting the requirements of the IRC FAIL*: or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling A A forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the FAIL* mechanical requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable FAIL* R403.10 Pools and permanent spa energy consumption meet _ FAIL* requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. FAIL* R404.1 High efficacy lights installed in 75%of permanently installed PASS fixtures. ' This is a projected rating.These items must eventually be field-verified by the Rater, Field Inspector, Code Inspector,or Builder. Home Energy Rating Certificate ' Rating Date: 2021-06-23 Registry ID: 521928984 Final Report Ekotrope ID:jL9VQRrd s 4' 6A & + Your • • j • • • 11974 the e • ffi - + + i • - 5 2 a ra m0rq;yisit wwwhje'. rn. Rdii to an�verag Your Home's Estimated Energy Use: This home meets or exceeds the Use WSW] Annual Cost criteria of the following: Heating 15.8 $905 Cooling 0.5 S29 Hot Water 2.1 $118 Lights/Appliances 16.6 $882 Service Charges $0 Generation (e.g.Solar) 0.0 $0 Total: 35.1 $1,934 Home Feature Summary: Rating Completed by: More Energy Home Type: Single family detached zso Alfodel:< Custom Energy Rater: Anthony Jones ` RESNETID; 3808022 Existing 140 Community: N/A Homes 130z Rating Company: Radiant Drywall&Insulation zxo Conditioned Floor Area: 1,697 ft 390 hliddle Country Road,Middle Island,NY 11953 -- 2S0 Number of Bedi ooms: 3 631-924-0500 RefeHeome + ioo Primary Heating System: Air Source Heat Pump•Electric•9 HSPF 90 Pi unary Cooling System: Ah Source Heat Pump•Electf is• 16 SEER Rating Provider: Building Efficiency Resources ga 7© PO Box 1769 Brevard,NC 28712 ., PrimaryWatei Heating: 4Natet Heater•Electric•3.45 UEF 800-399-9620'77 - - ` =M•'f•yee eo House Tightness: 857.6 CFN150(2.26 ACH50) so® Ventilation: 96 CFM•21.6 Watts iw •+ .0 This Home Duct Leakage to Outside: 22 CFNI @ 25Pa(2.54/100 ft2) '' zo Above Grade Walls: R-21 Zero Energy Ceiling: Attic,R-49 _ . Home o Windovi Type: U-Value:0.28,SHGC:0.32 Anthony Jones,Certified Energy Rater ?`F.33 RES'.tr Less Energy Foundation Walls: R-13 Digitally signed:6/24/21 at 1:17 PM - -.;;.n} tea' - �:,i^-<7•-•-r_.s..`t-_�'^"'wy;)-... - ..;..�.r-...�,.�c-mw,-.-« ,�,,r;* - _ ,¢��.z�^...;�••�:: -<'�,.-- .-'m'{'_'='"" ._3`*-,. +-r-rrr - z'�"�t',h: ,�E r`4stLx {tY •ry,n,xlrG`r•v�^.r n'•d, ,F .W =� .�`s^4'^� °'��. rig">• ^4 o , ' New Yore 2020 EGCC Compliance (ER1 Pathway) RESNET Registered Index Report Property Organization Energy Rating Index Information Builder:Goed IntentLLC Company:Radiant Drywall& Insulation RESNET Registered Rating Address: Phone:631-879-2851 Rating No:521928984 355 Summer Ln, Southold, NY 11971 Rater.Anthony Jones Rater ID (RTIN):3808022 Date Rated:2021-06-23 ,A, YS,• ,:,, �^ n _tl ^:µ,xt8` _ p,. y,P - xY 4. . r Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) " Heating 15.8 $905 Cooling 0.5 $29 Water Heating 2.1 $118 Lights &Appliances_ 16.6 $882 ,Photovoltaics re -0.0 0.0 '1 _ + 35't' C 934 'Based or standard cperat�g conGti��s ' ERI with PV:55 ERI without PV:55 11" `„iL. o'r.A5 kip{o rvr-iit. "V'.a ✓7i.i; - Ni+ { Hu''n A ,e F3e4'Y�i; nu^aiY`riz&';�',?'�',i^I vm.�,r. ettyk t.,:.'„�;�"13r`�r r•„ re',.Yx�4 s< �c..'�"�i :h,q.'vtGd„^� - ,�. .'�r�1' !�rzs,gyp`,..�.�'�'-^�"ra"1„. ^qt�,v, - ,.ix raf. ,eS,..r.rr M. „:" a'r ren,, „+,,. �.,.,,:3 ",',•, 't Jg,�'y �u.we.:,f....w �'�''n'-f"i, 4 ',.'�.p�;�r;t ,",.�* _'�"`;{r,4��,r..;,,:L .,�yn,x' Electric(kWh):9,193.8 CO2 Emissions (Tons):4.2 Natural Gas (Therms):0.0 OEM— PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERI 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' r' ' kotrope. Name: Anthony Jones Signature: Organization: Radiant Drywall& Insulation Digitally signed: 6124/21 at 1:17 PM „[:Q1. r - -sf •rry ,yx:.,."h;,E x�� W�'t..';'. ,.�r�, .fa, i s 3 8 dr ,r¢y OORTrAa, ,tc Company:Building Efficiency Resources Address:PO Box 1769 Brevard, NC 28712f Phone##:800-399-9620 Fax#:877-399-1361 ' U.REOIThT1o� ` To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Confirmed and tested) AINIA� ,� Provision Number Topic Compliance Decision '2O 1-0 ECCCNYS Table Building thermal thermal envelope" minimum insulation ins-ulatidn leVels,and 'PASS' 402.1.1 or 402.1.3 maximum fenestr6tibn*UActor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage ma-ximum'leakage rate PASS R402.4.1 I Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 ,R402.4.4 - `Rooms containing fuel-bUrning applianc es PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC),PASS, R403.1.2 Heat pump controls PASS* R4,06.2 Ducts outside of conditioned spade to be insulated to a, PASS* MinirnUrn,of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.8J' buct'testing for ducts in unconditioned space PASS* R403.3.5 Building cavities not used as ducts. PASS" R403.5.1,-' Heated watercirculationarfd-temperatur6 maintenance; PASS', systems,qpimply R403.5.3, Hot water pipe insulated to R-3 PASS R1403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC.-Outdoor air -Oxhaustdampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R4033, Systems,serving multiple dwe'lling.units to meet the, PAW_ mechanical requirements of lEdC commercial code R403.9 Snow melt and ice system controls installed where applicable PASS* R463.10 'Pools- arid permanent spa energy consumptioh,-meet' PASS requirements for heaters, time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* R404A ,• High efficacy lights.installed in 90% of permanently installed PASS ; _ - j fixtures. These iterns have been field-verified by the Rater, Field Inspector,Code Inspector.or Builder. 355 Summer Ln Southold -NY- :"MMSO index Score,. 1rjhgDatO-Ju03 '2021 ..gs ,521 Annual Estimates: Rating Company: Electric(kWh): 9,193.8 Radiant Drywall&Insulation Propane(Gallons): 40.4 Rating Provider:Building Efficiency Resources CO2(Tons): 4.2 , Rating Provider Address: Approx.Energy Cost: 51,934 PO Box 1769 Brevard,IVC 28712 r. Home Feature Summary: Single family detached,3 bedrooms,1,697 fe rso Enimng rco Heating:9 HSPF - Homes Ito Coo,.° SE Hot IW ter: .45 UEF Reference ! i 100 Home Air Lea e: AO s° 857.6 R 150(2,26 ACH50) �D Vent;alio 9fi CFM•21.6 " Duct TO: L° This Nome 22 CFM S 25Pa(2.54 f 100 ft� y o Above Grade Walls:R-21 ZeroC.gy ;r» 10 Ceiling:Attic,R-49 Homc re=, o Window:U:0.28•SHGC 0.32 �it� Lf5)rMr� °'°"row, Foundation Walls:R-13 v�, .'�+ ;°}r,;.xY•`%'3; ;'s'l:� tri ;.o a`a�.,`„�` ,,,,F .` _ `"w•, .z d -y ,i , �=��T~''>,.,� Home Energy Rating Certificate Rating Date: Registry ID: Projected Report Ekotrope ID: jL9VQRrd HERSO Index Score: Home:Savings Southold,Your home's HERS score is a relative 355 Summer Lane performance score.The lower the number, NY 11971 the Builder: . - energy - the home.TO $ 2,378 5 3 learn more,Visit www.hersindex.com *Relative to an averacie U.S.home Goed Intent, LLC Your Homers Estimated Energy Use: This home meets or exceeds the Use[Mstul Annual Cost criteria of the following: Heating 16.5 $941 2018 International Energy Conservation Code Cooling 0.4 $20 Hot Water 8.5 $146 Lights/Appliances 15.3 $871 Service Charges $0 Generation (e.g.Solar) OA $0 Total: 40.6 $1,978 Home Feature Summary: Rating Completed by: More Energy HomeType: Single family detached iso Energy Rater: Anthony Jones Existing 140 Model: N/A RESNET ID. 3808022 Community: N/A Homes iso z RatingCompany: Radiant Dr vall&Insulation x20 Conditioned Floor Area: 1,697 ft yo r 390 Middle Country Road,Middle island,NY 11953 w Number of Bedrooms: 3 Reference 631-924-0500 Home T; _{ iao Primary Heating System: Air Souice Heat Pump-Electric•10 HSPF 90Primary Cooling System: Air Source Heat Pump•Electric•20 SEER Rating Provider: Building Efficiency Resources 80 PO Box 1769 Brevard,NC 28712 70 Primary Water Heating: Water Heater•Natural Gas•0.96 Energy Factor 800-399-9620 - ao House Tightness: 1137.2 CFM50(3.00 ACH50) Ventilation: 125 CFtvl•21.6 Watts 40 This Homegl i•,f30 Duct Leakage to Outside: 30 CFM @ 25Pa(36/100 s.f) sa Above Grade Walls: R-21 Zero Enerto Ceilin Attic,R-49 - Home gy g 0 b'VindowType: U-Value:0.31,SHGC:0.24 Anthony o Energy Rater ssc:aecxctr les Energy 60/11/20at 2:09 PM Foundation Walls: R-11 2016 IECC R-406 Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Goed Intent, LLC Company:Radiant Drywall & Insulation Projected Rating Address: Phone:631-879-2851 Rating No: 355 Summer Lane, Southold, NY 11971 Rater:Anthony Jones Rater ID (RTIN):3808022 Date Rated: Rated Home Calculated Energy Use Rated Home Cost (MBtu) Heating 16.5 $941 Cooling 0.4 $20 Water Heating 8.5 $146 Lights &Appliances 15.3 $871 Photovoltaics 0.0 $0 Total 40:6' .. x$1,'978`; `Based on standard operating conditions ERI with PV:62 ERI without PV:62 e ill Electric (kWh):9,397.7 CO2 Emissions (Tons}:4.5 Natural Gas(Therms):84.8 PASS This home MEETS the Energy Rating Index Score requirement of 2018 IECC R-406 for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summ . ed a 2nd page of this report, some of which are not verified by Ekotrope. Name, Anthony Jones Signatu Organization: Radiant Drywall & Insulation D : 6/11/20 2:09 PM ® a • - ®_ e 1A oRT040 Company:Building Efficiency Resources '°�*y Address:PO Box 1769 Brevard, NC 28712 # Phone#:800-399-9620 q . Fax#:877-399-1361 �gQITA'11�N To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory IECC 2018 Performance Compliance Property Organization Inspection Status 355 Summer Lane Radiant Drywall & Insulatic Results are projected Southold, NY 11971 Anthony Jones Model: Custom 631-879-2851 Goed Intent, LLC Builder Initial House Design Goed Intent, LLC This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design IECC 2018 Performance As Designed Heating $974 $985 Cooling $62 $55 Water Heating $253 $253 Mechanical Ventilation $52 $13 - - - - ne c- --- - -- - SubTotal -Used to determine- - - --- — -- __ $1,342 -- ---- - -- - - - $1,306 Lights &Appliances w/out Ventilation - $776 y $776 Onsite generation $0 $0 Total _- -" - ---- - - ---- - --- - -- - - - 52,118 _ $2,082 Requirements 405.3 Performance-based compliance passes by 2 7% R402.4 1-2 Air Leakage Testing Air sealing is 3 00 ACH at 50 Pa It must not exceed 3.00 ACH at 50 Pa R402.5 Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration LI-Factor R404.1 Lighting Equipment Efficiency - - --- - - ® Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. IRC M1505 4 3 Mechanical Ventilation Rate R403.6 1 Mechanical Ventilation Efficacy R405.2 Duct Insulation Design exceeds requirements for IECC 2018 Performance compliance by 2.7%. 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 budding design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application If rating is Confirmed, I certify that the address referenced above has been inspectedltested and 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 Name: Anthony Jones Signature: Organization. Radiant Drywall &Insulation Dat 1 0 aft 2:09 PM Ekotrope RATER-Version 3.2.3.2455 IECC 201E Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all tabdity for the information shown on this report. IECC 2018 Building U► Compliance Property Organization Inspection Status 355 Summer Lane Radiant Drywall &Insulatic Results are projected Southold, NY 11971 Anthony Jones Model: Custom 631-879-2851 Goed Intent, LLC Builder Initial House Design Goed Intent, LLC 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 22.6 19.4 Above-Grade Walls 95.2 91.1 Windows, Doors and Skylights 99.8 92.2 Slab Floor: 19.9 19.9 Framed Floors 1.7 1.4 Foundation Walls 53.4 53.3 Rim Joists 10.7 8.9 Overall UA(Design must be equal or lower): 303.3 286.2 Requirements 402.15 Total UA alternative compliance passes by 5.6%. 402 3 2 Glazed Average SHGC 0 29 Max SHGC 0 40 Fenestration SHGC Q R402.4.1.2 Air Leakage Testing Air sealing is 3.00ACH at 50 Pa.It must not exceed 3.00 AC at 50 Pa. R402.5 Area-weiahted average fenestration SHGC R402.5 Area-weighted average fenestration U-Factor R404-1 Lighting Equipment Efficiency Mandatory Checklist,Mandatory code requirements that are not checked by Ekotrope must be met_ IRC M1505.4 3 Mechanical Ventilation Rate R403.6 1 Mechanical Ventilation Efficacy R403 3 3 Duct Testing 40353 Hot water pipe insulation Design exceeds requirements for IECC 2016 Prescriptive compliance by 5.6%. Name- Anthony Jones Signature Organization- Radiant Drywall & Insulation Dat ' 6 t 2:09 PM Ekotrope RATER-Version 3.2.3.2455 IECC 2018 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm Ekotrope RATER is a RESNET Accredited HERS Rating Toot All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall 8 Insulation Results are projected Southold,NY 11971 Anthony Jones Model.Custom 631-879-2851 Goed Intent,LLC Budder Initial House Design Goed Intent,LLC ,,Gerier'a) Building Information, Number Of Bedrooms '3 Number Of Floors 2 Conditioned F166W65[sq,ft Has Electric Vehicle Ready Space No - -- - - - - ncon itioned;attacedgarage? - ---- -:Yes -� - Condltfoned Volume_ti[cu.ft.] - 22,743 r. Total Units in Bui_Iding-- - ti Residence Type - Single family detached Flo6 Numb_er Model - Custom Community - - -- - - — -- -- Cllmafe Zone 4A ' 'Qundatio'n,'VHall Name Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing Foundation Wall R-11 Full 15 6.5 115 667 Exposed Exterior, Conditioned Space —71 Foundation Wall Library tist _ A. - Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective insulation R• Continuous Insulation Continuous Insulation value Top Bottom R-11 Full N/A NIA Yes NIA NIA- 1100 hSlab � a Name Library Type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Slab Uninsulated 115.667 Below Grade 0 830 830.0 W Exposed Exterior Conditioned Space lab.,,Liibrary„List Name Wall Construction V Slab Completely Underslab Perimeter Perimeter Thermal Break Effective R-value Type Insulated. Insulation Width[ft]Insulation Depth[ft] Insulation R Value Unmsulated,Wood Frame/Other No 0 0 0 No 000 1 Building Summary Property Organization Inspection Status 3:5 Summer Lane Radiant Drywall 8 Insulation Results are projected Southold,NY 11971 Anthony Jones Model:Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC Framed.-'FI q o °„ + , Name Library Type Carpet R Floor Grade Surface Area Location Overhang A R-30 HDWD G2 1 Above Grade 37.0 f1=; Exposed Exterior s� - ,�°F yN' ;�Fra'rned,Floor��Library List=�j:,°° °4 , . Name y Effective R-value A R-30 HDWD G2 25.729 p,p ,�" 'rY°.':'Sgtxr '+; "�,�,., v :�i,c '"•�."�" �fi;s" '�s'�,, Ye*`• 7,c��;�, «a� t's.e,: �"�,3�,Wnw .e""„�,mF •1,",� ;r`„,;,°,i+�..�;,, .�w,r,,�,t Name Library Type SurfaceArea Location Band Joist R 21.0 94.7 ft', Exposed Exterior Band Joist-Garage R21-0 21.0 ft= Exposed Exterior Rim Joist R 21.0 94.7 ft= Exposed Exterior Rim Joist-Garage R21 0 210 ft' Exposed Exterior, Rim�Jo"st Libr'a'ryList Name Effective Insulation R-value R21 0 21.00 7-7 (Nall = " Name Library Type Surface Color Surface Area Location Attic Partition Wall, 2x4 Knee Wail R-15 G1 Fiberglass Medium 315 ftz, Attic - and Solar Guard Exterior Wall, 2x6 R-21 FG G1 Vinyl Medium 1,677.5 ft- Exposed Exterior Garage Partition Wall 2x6 Partition Wall R-21 G1 FG 16 o C' Medium 168.0 ftp, Unconditioned,attached garage 2 Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall&Insulation Results are projected Southold,NY 11971 Anthony Jones Model-Custom 631-879-2851 Goed Intent,LLC Budder Initial House Design Goed Intent,LLC "„'y'^"C'. ,: »~;v�"^�;'^a+,'rn'ar"%^', rt' ,,e L,,,:`-;' .. . "r/.'.,:�d';^ rti `,"!, ti`rtir ,.�-^ "s:P,s..'. _ Pyry'+r„�, r,� _r;9;,,. .>u,`. ',�',, z'� d`N ',.,e""_ '.'^,• w4; t;•';,,i""1,Pill,,v,W � A,,-y »��vw�,r• VVaii Libra' �,+ . �/ -,r., ;',y� „"'`. �a" e E::w�` �t.'.,�`.�'�'E, a,a^„ „y;,"" "*,urp• ,.lw-%`'"w�r'x .`s' Name Effective R-value `° w, z 2x4 Knee Wall R-15 G1 -11.523 Fiberglass and Solar Guard ; 2x6 Partition Wall R-21 G1 FG 16 16 665 o c_ 2x6 R-21 FG G1 Vinyl - 17.695 & `.,, _r ', w.;M „,; _E 1.;•w'..;;i-..q,,* .�kP,, w'" l,,,�,`,.µdr' ,��°�'^ '; �' Name Library Type Wall Assignment Foundation Walf Overhang Depth Overhang Ft To Overhang Ft To „Orientation Surface Area Assignment Top Bottom a Front 1 311.29 Exterior Wall - _ 6 - � " 2' 9 South 14.0 112Frons 2 ' .31L29 Exterior Wall 4, '2 7 South 15.0 ft= Front 31 31129' Exterior Wall 0 _ 0 0 South 38 0 its Left 1' '31L29, Extenor Walh 0 0 0 West 50 0 n2 Left 2 31L29 -Foundation Wall 0' 0, 0 West 21.0 ft-' Rear 1' 31129 Exterior Wall' 0; 0` 0 North 48 0 ft= Rear 2. .31129 Exterior Wall i W - „ 0 0 North 40.0 ft' Rear 3:'- 31129 Exterior Wall, 2, _ 2 7 North 30 0 rt, Right 1,. 31129 Exterior Wall' '` 0 0 0 East 15 0 it, s 1^.:1' .b,,,. a .so,"S.. ",rte'"i�' .d.t,, s?''"?h .^,^�„,�^,m,.,+�.-°�'"°"',t>�'":,^,°"'^A,. m"^1,' '�'�"�"r""'^�'-�'�'°x�'w`w"^M:zrm�f,;:�"�,v�, ±S„'�^,�re,kr •g�r., �^"'m'i"��'^¢+^.',;r ,2 ',r?'., _ s. q �T - v'J,'"`=_4'� w'�.'-s.S,,i.,� - ,�'y.".�..,..`'•+' P,rt,.,',,w ��m. -r5 x. i„<a t.•; '^s'fti�".,f .`,°t�,�,�..,., x`a,�'>�. `",^,:r'i,v-�„(br"rdw�"`'s": ^rf"f,r '^�.f„ v , -Name � Shgc Y U-factor 31129' 029, 0 310 i - * .^ rv `",+.,�:' =ax,,, w`^ ^e' '1"r..w.: '`;"'""",^' e",,,^^ ,'7,a>°-,�Am ”" , F,77, �Y 31 None F>M None Present 3 Building Summmy Property Organization Inspection Status 355 Summer Lane Radiant Drywall&Insulation Results are projected Southold,NY 11971 Anthony Jones Model.Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC 1 - light L-ibr'ary�List None Present i a IUqe Door Name Library Type WallAssignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front Door Fiberglass foam Exterior Wail 0.9 0 75 Medium 210112 Exposed Exterior coreGarage Door Fiberglass foam Garage Partition 0 9: 075 Medium 20 0 ft= Exposed Extenor core Wall Opaque Doo "Library List-,-,. :e Name Effective U-factor Fiberglass foam core 0.200' ',,P „N,!9:ihi"d" °"�., N,' •,4+q,`^ ^i•y° ?" ;,"�'°��1�, ,no d+;. �,;t�"",' ¢' '�' «+h.G'.;,+`�u4Mn. `:p".^}p\., Name Library Type Attic ExtenorArea[s.f.[ Clay or Concrete Roof Surface Color Surface Area � Location Tiles Roof R-49 2x10 30119 open 898475, No Medium 830 0 it, Attic Slope R-30C Closed Slope 40 No, Medium 40 0 it' Vaulted Roof 1n'sutati^oil"L[b• .� rary�List, • • a�},. %.� �' M ,, °�, ,�;" ��° �:z,.rt��w.To.�",��, Name Has Radiant Barrier Effective R-value R-30C Closed Slope No 24.529 R-49 2x10 30119 open . No, 46.593 4 Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall&Insulation Results are projected Southold,NY 11971 Anthony Jones Model,Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC -Whole House Infiitration = Infiltration " Measurement Type Shelter Class 1137 2 CFM at 50 Pa, Blower-door tested 4 `M i?+�_, •�" '�" -^-ii, ° r��'� „ v%.";;`° �s'" '�,. >M ry,,,a, :"=k. �.-�„N� ",;r.” ";`'"�tw,:`,x+,,,,`",. i - ''_sem"'r.•" �e"+�n" •''t. t^y': �a" w'a�f 1•'A,F";,",qf,"t.'e, -y«,v."3,F' „'t «W eritilation Ventilation Type Ventilation Rate[fN! Operational hours per day _ Fan Watts " Runs once every three Energy Recovery Percent Minute] hours Exhaust Only 125 CFlv1 91, 21.6 Watts Yes 0 _Lighting =-- , _ -, .- m ` - - -. _ _ , - , ,_ - ' � . - - • - " - %Interior Fluorescent Y %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Qrsite•'Generation° None Present 6 ,Onsite Generation Library=List a None Present r„1 So"iar Generation None Present e a Soia�Generation Librarylist None Present 5 i Building Summary Property organization Inspection Status, 355 Summer Lane Radiant Drywall&Insulation Results are projected Southold,NY 11971 Anthony Jones Model.Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC ConditioningrEquipment Name Library Type Heating Percent Load Cooling Percent Load Hot Water Percent Load Location ASHP Equipment-1, Bosch Inverter 10 HSPF,20 501/6. 50%: 096. Conditioned Space SEER Ducted 2 ton Air ASHP Equipment-2 Bosch Inverter 10.5 HSPF,20, 50%` 50% 0%. Attic - SEER Ducted 15 ton Air Water Heater Navien NPE 240S NG 0% 0% 100% Conditioned Space ;Equ1p,, ient,Type: BoschIT,lnver pr 'IO HSPF; 20 SEER DUcted'62'mu w r'tonAir Source'split 'Fuel Type Electric . Distribution Type - Forced Air Motor Type - - ECM'(Uari_able_Speed} Heatmg Efficiency 10 HSPF -Heating Capacity[kBtulh]- - 25 Use default Supplemental Heat - Yes - �-- --- - Cooling Efficiency 20 SEER Cooling Capacity[kBtu/h] - _ 24 -- Equipment Type:,Bosch Inverter 10.5-HSPF, 20 SEER,Ducted- ;A'Slon�Air�Soufrce„s li -Fuel Type _ - --” Electric Dlstnbufion Type Forced Air Motor Type - - ECM(Uanable Speed} Heating E'fficiericy _ 10 5 HSPF Heating Capacity[kBtu/hj 18 Use default Supplemental Heat Yes Cooling Efficiency _ _ _ 20 SEER_ ----- ------------ ----- --- - Coohng Capacity[kBEA] 16" ___- _-_- _...- __ ::_ •-._ _ ..- __ _' Eq"uipment Type,,Nayien NP�E.240S NG', "Fuel Type Natural Gas - DistnbuUon Type - Hydronic Delivery(Radiant) HotWater-Efficiency _0 96 Energy Factor -- - Tarikless? Yes Hot Water-Capacity[kBtulhj Recovery Efficiency 0.96 6 Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall 8 Insulation Results are projected Southold,NY 11971 Anthony Jones Model Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC- Distribution System - ., -Distribution Type - __.. Fdfced Ad Heating Equipment ASHP Equipment-1 _ ooling-Equipment -- _ _ --_' � ------- - ASHP Equipmerif-1-`- - Sq Feet Served - 830 #Retum Grilles Supply Duct R Value 8 -Return DucfR Value- -- - ----- --- ------ -- --- -- Supply Duct Area[ftz] 224.1 'Returri'DuctArea[ftqt _ ___"_-•-"`_`_ -' -_-� 41:5"= - Y— Leakage to'Outdoors 25 CFM 6_2V6(3.01/'f00 s f j--- - V -Total Leakage 25 CFM25'--' Total Lea6ge Duct Test Conditions -Post-Construction - -Use Default Flow Rate , ; Yes Duct 1 Duct-Location "- Condltioneif Space Percent SupplyArea a 100 -- Percent Rettf n Area ' - " ` 100 Duct Location- --------- - PercenfSupplyArea -0 Percenf Return Area 0 - D6cf3- Duct Location - _- _-_- _ _-- _Conditioned Space - -- —- Percent Supply Area - - v'- - 0 PercentRetumArea - 0 Duct 4 Duct Location -` `; Condition'ed Space Percent Supply Area 0 Percent Return Area' Duct5 -- - - - -- - -• -- -"-- - ----.._ .._--- - -------- - = --•---- . " Duct Location _ __ _ _ _ _-_Conditioned Space-- Percent Supply Area 0 Percent Return Area - _0 Duct ti Duct Location _ -- - Conditionetl"Space` _PereentSupp lyArea _ - 0 Percent-Retum Area-" - 0 7 Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall&Insulation Results are projected Southold,NY 11971 Anthony Jones Model Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC Distribution System ; -_DistnbutiohType - ForcedAi Heating Equipment ASHP Equipment-2 Cooling Equipment ASHP E(jui' '-- t-2- Sq Feet Served - --867 - - - -- ----- 4 Returh Grilles -- -' ----_- -" _. - __m--1 --,- ; _ ___.__ Supply_Ducf R Value' - �8 Return Duct R Value --- ___23409 ------- ------ ---- = -- - - -- - - Supply Duct-Area[fizj Return Duct-Area[fti - -43.35 Leakage to-Outdoors 30 CFM 25Pa(3"4__6_L/_1_00 s f)-_ - Total Leakage - 30 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default FlowRate-• - - "' " Yes --- - - - - Duct 1 - - - -_Duct Location - 'Attic(well-Vented) Percent Supply Area -Percent Return Area'" W 100 Duct 2 - - -- - -- -Duct Location " - Conditioned Space,- Percent S6pply Area pace-PercentSupplyArea - 0 Percent Return Area - 0 - _ - Duct3Duct Location _- - _ _--_ "_ _ _ ---C_onditione'd"Space=--" - - Percent Supply Area - 0 -Percent Return Area - -- _ Duct ocahon - - _ - --_ Condi_tion_ed S_pa_ce_:Percent-Stip-ply Area - 0 - - Percent Return Area- - 0` - - - - Duct 5 -- uct ocetlon, `_ �T ContlitionedYSpace Pe'r'cent SupplyArea__- 0 - �- "Percent Return Area -' - ----` 0 ----- ----- - --- --- - -- -- ----- Dtct6 -- -Duct Location - - Con_dit_ioned'Space. " '"" . - ---- - - - --- -- - - - -- -- — -- - - -- - - ----- PercentSupplyArea-" - ,Percent Returrt Area - - - '-0 - - - -- - - - - ,Ceiling F.an ! Has Ceiling Fan _ No Cfm Per Watt - } _- 70 42253521 "WaeDistributiee"n 7_ ,7 r -Water Fodure Type - Low-flour _ Use Default Hot Water Pipe Length _ No Hot Water'Pipe'Length[ft] ' -49 - - - y- At Least R3-Pipe Insulation? - __Yes -Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 170 Drain Water Heaf Recovery? No - 8 Building Summary Property Organization Inspection Status 355 Summer Lane Radiant Drywall&Insulation Results are protected Southold,NY 11971 Anthony Jones Model Custom 631-879-2851 Goed Intent,LLC Builder Initial House Design Goed Intent,LLC Fuel Type Electric - - Cef - - - - 2 617 Field Utilization - " " Moisture Sensing" Is-Outside Conditioned Space No Clothes DryerAVallable- -- Yes ,'C'lo`thes'Was'h6e ` .' .,, ,: • ; x -.' '.m t .,. ;',,,„ ,, Label Energy Rating 151 kWf7Year Efectnc Rate S 1111kWh Annual Gas Cost -_-__' _ � -`_ __ � - ._ _"S12_ 00-- Gas O'Gas Rate $1 22/Therm -Capacity • -331 -----.-. Irnef - 215473684 - --- - - -- - Is Outside Conditioned Space•_-_ "_ _ -_•_- ._No -_ -- , Clothes WasherAvailable Yes {,4 � �""�'Y t'_ I °�1 ,'• C.'"�. ,v °' ';y', •ma,�'��n'_. 4ug •^`q 4 L _ 'Appliances=and Controls -Pro4rarnnnbble thermostat?- - Yes- bishwesher Size Standard Dishwasher Efficiency - - 270 kW6 Dishwasher Out Conditioned Space? - No _ - - - - Rangel0ven -- - Fuel- - -" -'- -Electric • Convection Oven? --Yes Induction Range?_ - - - -. " --_- Yes- Range/'Oven Outside Conditioned-Space9 No Refrigerator Consumption. - `740_k_W_ hlYear 7 .___ - FQi gerator Outside Conditioned Space? No �•h y'"'' .`.,,.", '.NS^ ;,, J_",4,y'Y�. ' w F,`. y ,"1. ivy:�'Wk 1 s,•-7 nm,Vin, y,r,.aere "Notes= 9 RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 355 Summer Lane, Southold, NY Check the applicable disclosure(s): 01. 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 Raters 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 E. Other(specify) F]3.The Rater or the Rater's employer is: E]A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home []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 EIRater Employer Thermal insulation systems Rater Employer Rater REmployer Air sealing of envelope or duct systems Rater Employer Rater gEmployer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc) Rater MEmployer Rater §qEmployer Other(specify): Rater Employer Rater Employer 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#: 3808022 Name: Anthony Jones Signat9p6- r- Organization: Radiant Drywall & Insulation (ate: 6/ 1 0 at 2:09 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 NationalHome 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 hftps://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 Property Organization Inspection Status 355 Summer Lane Radiant Drywall &Insulatic Results are projected Southold, NY 11971 Anthony Jones Model: Custom 631-879-2851 Goed Intent, LLC Builder Initial House Design Goed Intent, LLC 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:53 Builder Name: Goed Intent; LLC Builder Signature: Name: Anthony Jones Signa Organization: Radiant Drywall& Insulation Date: 6/11/ Ekotrope RATER-Version 3.2.3.2455 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report FOUNDATION(IST) ------------------------ NTT IMv ROUGHRIMA FRAMING � , PLUMBING �ff_ "llsoicUo e �1'I� u %� �'.t'1'�=41►� J ['tom ' � INSULATION STATE ENERGY s • 1 i � JW TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do ou have or n�ed-41-allowing,before applying? TOWN HALL -- Board of Health SOUTHOLD,NY 11971 4 sets,of Building Plans TEL: (631) 765-1802 .qqq . .§ Planted approval FAX: (631) 765-9502 1 --•- Surve Y Southoldtownny.gov PERMIT NO. 6 / Check ; — Septic Form ra N.Y.S.Dffi.e, F4 ' l ' - — C.O Application Flood Permii Examined ,20_X t S4tgle-&separate Truss Identification Form •, Storm-Nater Assessment Form - -' Contact: Approved -11q Z'0 Q� Mail to: Disapproved a/c Phone: Expiration-- 00 , .,t ;��, Building,Inspector - APkWATION FOR'BUILDING PERMIT'` ' � ' 1 JUN 2 5 2020 �..,�`` . ..� . .: :. . . . .. .. Date 120 INSTRUCTIONS _ a,-This applicatiort- USTP,-be completely filled in bytypewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee aacoi•ding to schedule. �J b. Plot plan showing location of lot and,of_bti_ildings.on-premises,relationship to adjoining premises or public streets or areas,_ and waterways. - c. The work covered by this application,may not be commenced.beforeissuance of-Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout thework. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if,the work authorized has not commenced within 12 months after the date of `y issuance or has not been completed within 18 months'from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,-in writing,the exten ion of the permit for an addition six months. Thereafter,a new permit$hall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permitp'ursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for,removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing,.code,and regulations, and to admit authorized inspectors on premises and in building for necessary,inspections. -(Signature of applicant or name,if a corporation) P.O: Box 286.Wading River, NY, (Mailing"address of applicant) �. ;, • . , - 11-792 State whether applicant is jacagent, architect, � �� Richard Searles Ardhitect Name of owner of premises Gaietrie Balli – Goed Intent LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate office) Builders License No. Plumbers License No. _ `�i() w•'l Electricians License No. 3 7 0 0ME Other Trade's License No. 1. LocatriGn-.oflaind©itW ilii ro osed work will be done:' s�F, ,Lane Bayview / Southo'ld House Number Street Hamlet ; ,_County Tax Map N6.-1000 Section. 78 Block 09 "Lot 1'2 ' a6divisionRa1 G;dP Te`'rrace Filed Map No.2034 Lot, 141 2. State existing use and occupancy of premilses and intended use and occupancy of proposed i on structionl- a. Existinguse:-and•aocoupancy vacant. 1'and b. Intended use and occupancy 2 storiy-fwl eslid'enc , 3. Nature of work(check vyhich applicable): �ew Building X Addition Iteration Repair Removal Demolition Other Work ( es'dripti6n) 4. Estimated Cost ' X31,54 0 0 0 0 0 i ' Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of Jwplling units on each floor_ N/A If garage, number"of cars 2 6. If business, commercial or mixed occupancy, specify nature alld extent of each type of use. /A 7. Dimensions of existing structures, if any: Front ;' Rear L!)ep h Height Number 1 f Stories ;1 Dimensions of same structure with altcratio•ns or addition : Front _ Rear Depth NSA Height I ; Number of Stories 8. Dimensions of entire new construction: Front 51 ° -G" Rear 51 1 -611 Dehth i 451 ' -8" i Height 30 ' -2" Number of 8tories'' 2 p 9. Size 1.00 of lot: Front - 100 Rear Depth 120 • 10. Date of Purchase Jan. 8, 2020 Name of Former Ownei Carl Deliteris&Cha' lette Gadomski 11. Zone or use district in which premises are situated Ri-40 i 12.,Does proposed construction violate any zo�ning law, ordinance or regulation? YES NO:X i 13. Will lot be re-graded?YES X NO Will excess fill be re owed from premises? YES NO 14. Names of Owner ofpremisesG ed Intent LLCAddress58 !South Path Phone N6.6 3 1 71 =8676 Name of Architect Richard Searles I,Archi;t4ess P.10.' Box 286 , W•Arone No 631 744-2852 W Name of Contractor Bob Nadeau Cont;ractingddress 58 South Path phone No;.-631 t = 15 a. Is this property within 100 feet of a tidal wetland or a,freshw ted wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. P�RMIT MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X, * IF YES;D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale;witNtth accurate foundation,plan'and distances to property lines. W. If elevation at any point on property is at 10 feet or below, must provide topographical data on urvey. 18. Are there any covenants and restrictions with respect to this pr petty? * YES NO X * IF YES,"PROVIDE A COPY. ; S-TAT-iE-OF I_EW YORK) SS: COUNTY OF ) Richard Searles Architect being duly swo l , deposes and says that(s)he is th� app�icant (Name of individual signing contract) above named, . ' (S)He is the aq ent (Contractor,Agent, Corporate Officer, c.)' j of said owner or owners, and is duly authorized to perform or have perfo ed the said work and to mak ' an�1 file this application; that all statements contained in this application are true to the best of his owledge and belief; and that�he work will-be performed in the manner set forth in the application filed therewith. l6�da t�rfi Noto�y rublf , S to df Rhw, York Cb1ol 9 Itf uff®Ik County, Sworn to be e me this N®., I1 303 7C i 9 day of JANZ 26o?,A Cant l or+ p+11, In. 30� i Notary,P iblic I ' j Signature of Applicant! ; I Scott A. . yell Sir0]KM1WA�T1E1R-- sUPF3RVi§0R = MANAGEMENT IEM.ENT f;CjUUiOLDTOtiYNIJUL-Ir-0.)R., 1179 Town of Southold 'MO95 Main Road-SOMMOLD,NEW 7Ol't.IC_ 11971 � TAPTER 23b - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: tCWCX M.L MMT APPLIn Yes V0 _ i ❑ A. Tearing, gnu bing, grading or stripping of land whicb affects more tI I5,000 square feet of ground surface. Q B. JExcavation or filling Ovolving ore than 200 cubic yards of material = within•apy parcel Ar any contigmuous area. C; Site preparatign on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ] r[ D..Site preparation within 100 feet of wetlands, beach, bluff or coastal erasion hazard vea. -0E, Site preparation within the ontr-hundred year floodplain as depicted on FIRM Map-6f any watercourse. Q F `lnsthllation of new or resurfaced iyripervious surfaces of 1,000 square feet.or-more, new prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of,impervious surfaces. if-you answered NO to all of the quesilons above,sfor! conpme the Applicant seetioA below-with your Name, Signatwo,Contact Informatlon,Date-& Cozmq Tag Map Number! Chapter 238 Goes not apply to porn project. If you answered YES to one or more of the above,please,submit Two copies of a Stormwater Management Control flan and a coippli4ed Check List Form to the 1WHOing Department wit�our Building i ermit Application_ S.C.TN. 1000 nate APPL]C4Nr_'tProQesty tlwne,Design Ptnf'ADrm4 Agent•Cuntrretor.Older) D1strM Q A `1� it- NAME ZNAME RtGtll�l�d � dILLa � /1�G(EtrbCll- Section Bock 1� ' FOR BUILDING DEPARTMENT USE ONLY Cwnactlnrommatlon Foal R 9852 Reviewed By: I - -- - - - - - - - - - - - - -► Date _ _ � •Pro ert Address/Location of C_onstrt2ction Werk — — — — — — — r"� Approved for processing Building Permit_ —El Stormwater Management Control Plan Not Required. J i �Ov e Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM SMCP-TOS-MAY 2014 - - i ePPLICANT:. S.C.T.M."t 1000 g CHAPTER, 236 (Property Owner,Aargn PeoEoasioad.Agent,ContrAotor,other) �++� —�� x,10 �}' '7gam IZ Stormwater KpInagement Control Plan CHECK LIST NAME: iWtAO 6041W a 14120• ern Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ph.w Ptat ' Date: Deo `,, Zaoj The applicant must provide a Complete Explanation and/or Reason for not providing d3L-T'Mt•Zg51 r uom �m all Information that has been Required by the following Checklist! . 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following Items: If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. r c. Existing-Natural&Man Made Features within-5-0-07.F. � L of the Site Boundary as required by §236-17(C1(2). d; Test Hole Data Indicating Soil Characteristics&'Depth to Ground Water. e. Limits of Clearing& Area of Pro osed L'and,Disturbance. f. Existing& Proposed Contours of the'S-ite (Minim4m2'=1rttrvalx)• e✓ g. Location of all existing& proposed structures,roads, driveways,sidewalks,drainage Improvements&utilities. h. Spot Grades& Finish Floor Elevations for all,existing V proposed structures, 1. Location of proposed Swimming Pool and discharge-ring. a J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations-showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall 1 storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance &Site Access. r c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach Ing-Structures (e. .Infiltration basins,swales etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed & Stormwater Management Control Plan is Not Complete, I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Approved By: — — ---Stormwater Management Control Plan is Complete. Date: ;. SMCP has been approved by the Engineering Department.' ter. FORM * SWCP Check List-TOS MAY 2019 . rt gafFO1 �oGy BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD o _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959,, Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # qf-')6Date 2020 Customer Name �� fiLLL Electrician Name Address `J Phone e-mailo e-mail /Vl eIa (a-Omdhoa C m Phone 625 1 _ License# ZoaItlLe Size A Phase Overhead 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 yALW for 90 days from the a above. Authorized by i t J y BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD; i DEC' 1 ,f 2020 Town Hall Annex- 54375 Main Road - 00 Box 1179 IV Southold, New York 11971-0959 " Telephone (63,1) 765-18b2,- FAX (631) 7.65- * s . rogerr&southoldtownny.gov— seandC?southoldtownny.gov- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2- Company Name: II d C, Name: - - -- ,, License No.. 70O M F email: m Address: L h ), - Phone No.: JOB SITE INFORMATION (Ail Information Required) Name: © --r-0-T C- OTLLC- Address: L _ Address: `� s .. .5 _ e ._ . Cross Street: s Phone No.: Bldg-.Permit#: r x',61 email: or 6® W2 Tax Map District:- 1000 ---Section: _$ Block: �' Lot: FX- BRIEF _BRIEF DESCRI1157ION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NORough In Final Do you need a Temp Certificate?: Zito NO Issued On, QM—L4 d /A71-6::,�O Tomp Information: (All information required) Service Size'G 3 Ph Size: 2.2Q -A #Meters Old Meter#-, New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground 65vihiiD # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT_DU E_WITH APPLICATION n� a .y_ Request for Inspection FormAs SY PERMIT# Arll,ess, Switches Outlets V GFI's 1 Surface I Sconces HH's UC Lts i Fans Fridge I HW Exhaust Oven Dryer 1 � Smokes I !?� DW f Service r Carbon Micro I Generator Combo Cooktop 'Transfer, AC ` AH Mini I -Special:- Comments L� i own Hall Annex Telephone(631)765-1802 4375 Main Road Fax(631)765-9502 O.Box 1179 outhold, NY 11971-0959 BUIL E61 4D.EPAFTtNT_ ; 415 UWACE OF_UTIL,IZATION OF-T IxSS�TY1 .CONSTRUCtI.ON, PRE-ENtl[N _- WOOD CONSTRUCTI ''Njl, l 'TIMBER-CONSTRUCTIOIW" :'', {> Dafe,a-l4�� _ _ _ __ _ ,•,Yah��4. •4• • , E 1. 5,Rt Oir GaietrieBallir«��- oecl ; ten L�,�.�•r ` --- t j :�� 5��, :;v�'y .i, M�•J:',�t`L' g1e,: �,.t+�b•'_ `�`''�(� _ ,f t'• .`'rr LvcAM16n of Property: zS.umm�r`" ,a SQalc*°_N ' P., 16 notice that:thftc qap linef :s �f, .{ K Stl Uts�E' ;. New comm caiR � :t or residential �t= b e x; :h Addition ta-. g co , u ehab' � t �n `......al or re� ie l stru ' r • tb �o {nor pe or med at the su ject property refere ove ll1 � ze "IPI k onstructign (TT) :...._*fid • P;y.Ys Nk .,' ' Pre .` '• construction fP1lf} Y ':�w"ik � 4 ' Timber coa ;� �; ``� in the following location(s) (ch e k x Floor framing, iiicluding girders and beams (F) Roof framing�,R) Floor,aiV roof fr ming Signature: Name (person submitting this form): Richard Searles_ _ _ Ar'c�hr�•�cr�.��:_ ___�'.__ _z �. ,, Capacity(check -plicabheline): Owner x ;Owner fepreseritative TrussRegl5.dodx Effective 1/1/2015 Certificate of Attestation of Exemption from New York State Workers' Compensation and/or f Disability and Paid Family Leave Benefits Insurance Coverage �o "This form cannot be used to waive the workers'compensation rights or obligations of any parry.** The applicant may use this Certificate ofAttestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Robert G Nadeau DBA:Bob Nadeau Contracting From:Town of Southold 53095 Route 25 Southold NY 11971 58 South Path Calverton,NY 11933-1381 The location of where work will be performed is PHONE:631-871-8676 FEIN:XXXXY4716 355 Summer Lane,Southold,NY 11971. Estimated dates necessary to complete work associated with the building permit are from July 6,2020 to December 30,2020. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law) Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation;with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Robert G.Nadeau,am the Sole Proprietor with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption I hereby affirm that the statements made herem are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately famish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE i"r e.,`., 4 ti� ,r F•,`` x xemtioii�� °e�rtificate�Nuinber';r -:-;� _ �� - •�: ..r �, .�.. '"�, h, .i'- ?" ,."}9' '>`-'. ''c.`<`� "f• .h .,Srti"k,,:8'"t Y' - -- - -_ "•sem.,,.."4+ ,�'• - Al ,`_aR __ 1 'r',. :: : e;," _ 2O` 0 .Oa 2 XS,bx.- `ti Y s > a`rr, - cnn'satio' Board:" n. - a r6`"Le �_ =;c�:`�';--. - - ';�-i`.;,'.'":�,• ,.z�$,r_ .{,ray.rv'�:`�", --- - �:'fi�'�"""'k,, "'"d :=rf%;;.,v - •t•.• - nxe` r`bR y. 4 CE-200 01/2018 ROBENAD-01 MEANYC CERTIFICATE OF LIABILITY INSURANCE [7DA6/12/2020 ) 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(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT E. First Casualty Insurance Group PHHc°°,No,Ext): A/c,No 1747 Veterans Hwy Ste 10 Islandia,NY 11745 EMAILS .fc1ginfo @fcignc.corn INSURERS AFFORDING COVERAGE MAIC# INSURERA:American European Insurance Company 23337 INSURED INSURERS: Robert Nadeau Dba Bob Nadeau Contracting INSURERC: 58 South Path INSURER D: Calverton,NY 11933 -INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER Im POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE FX OCCUR SKP500204010 2/1/2020 2/1/2021 DAMAGE (RENTED 100,000 PREMISES a ocT e MED EXP(Any oneperson) $ 51000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 X POLICY D JECT LOC PRODUCTS-COMP/OPAGG 2,000,000 OTHER AUTOMOBILE LIABILITY CO BIINdED SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS p BODILY INJURY(Per accident AUTOS ONLY AUTOS ONLY P e�acEa'gt AMAGE $ L $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION SER ETH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E L.EACH ACCIDENT $ QFFICER/M�MBE EXCLUDED? 1Mandatory m NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I 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 Townof Southold THE EXPIRATION I DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD - Southold Town Board of-Appeals �•!�r_• ��T MAIN ROAD- STATE ROAD 25 SOUTHOLD, L.L. N.Y. 11971 'f(( TELEPHONE(516)765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3163 Application Dated August 1, 1983 (Public Hearing held 8/31/83) TO: Mrs. Patricia L}} Blake, as agent for [Appellant(s)] MRS. MARJORIE CLUST (SMITH) Box 166 Southold, NY 11971 At a Meeting of the Zoning Board of Appeals held on' August 31, 1983 the above appeal was considered, and the-action indicated below was taken on your [ ] ' Request for variance Due to Lack of Access to Property New York Town Law, Se6tion •280-a [ l Request for Special Exception under the Zoning Ordinance Article , Section: [x] . Request for variance to the* Zoning Ordinance Article III , Section 100-31 E I Request for The, public' hearing on this application was also held on August 31, 1983. Upon application for MARJORIE CLUST (SMITH) , by Patricia L. Blake as agent, Box 166, Southold, NY for a Variance to the Zoning Ordinance, Article III, Section 100-31, for permission to re-divide four subdivision lots which have become merged, into two separate half-acre lots located at the west side of Summer Lane and the east side of Cedar Avenue (Lane) , Southold, and more particularly identified as Bayside Terrace Subdivision Map #2034, Subdivision Lots 4, 5, 13 and•14; "County Tax Map Parcels No. 1000778-09-4, 5, 12, and 13. ,The board made the following findings and determination: By ,this appeal, applicant seeks to enlarge a parcel presently 12,000 sq. ft. in area (of C. Gadomski) , •along Summer Lane, subdivision Lot #13, to 24,000 sq. ft. in area (combining Subdivision Lots #13 and #14) , and leaving a 24,000 sq. ft. in area remaining with Subdivision Lots #4 and #5, presently of the applicant, along Cedar Avenue. Each parcel will have a frontage of 200 feet. Subdivision Lot #13 of C. Gadomski is improved with a one-family dwelling. /It By resolution adopted by the Southold Town Planning Board on July 25, 1983, the subject re-division of land was approved with the understanding that Lot #14 shall not be considered a separate building parcel, but rather combined with Lot #13 as one parcel. is noted for the record that Subdivision Lot #14 has been referred to as Lot #12 (in error) in •the subject applications. r- in considering this appeal, the board determines: (1) that the variance request is not substantial; (2) that no substantial detriment to adjoining properties will be created; (3) that no adverse effects will be produced on available governmental facilities of any increased population; (4) that the relief requested will be in harmony with and promote the general purposes of zoning; - (5) that the circumstances herein are unique; and (6) that the interests of justice will be served by ,allowing the variance, as indicated below. On motion by Mr. Goehringer, seconded by Mr. Grigonis, it was (CONTINUED ON PAGE TWO) - DATED: September 22, 1983. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page: 2 - Appeal No. 3163 Matter of MAJORIE CLUST (SMITH)/GADOMSRI Decision. Rendered August 31, 1983 's ,RESOLVED, that Appeal No. 3163, application for MARJORIE CLUST (SMITH) , by Patricia L. Blake as agent, BE AND HEREBY IS APPROVED AS APPLIED. Location-of Properties: Bayside Terrace Subdivision Map #2034, Subdivision Lots 4 and #5, and Lots #13 and #14; also identified as County Tax Map Parcels No. 1000-78-097004 and 005, and 1000-78-09- 012 and' #013, respectively. Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Grigonis and Douglass. (Member Sawicki was absent.) This resolution was unanimously adopted. 'GERARD P. GOBERINGE&t CHAIRMAN September 22, 1983 , I RECEIVED AND FILED BY THE SOUTHOM TOWN CLERK DA1EE-#p Ii0m i../s/ m Town!Clerk, Town of d, ' F I I t l I' Y I � � 1 " do,BAY < ACE ` _ ... -.. ._ .. ... _.. th Ate . �r } A-r- _c 4'5-1,3o :5,CS • � {' - �SU��'�'�'!� FC.cr l 1 l✓!'"T f 1r5:s... r 771 P7. ' v �,� .�6cri� �.. Lti � � � � '~ Su crilc c:��nt�• Tax �'ar�el: i�oc_. �•- �-r�i . ••. �-� .:-� 3G W. � ZO.O � I r,?<-7,6tb c ./curse Z7, 19403 �i g1AYTD1plRE0��rs.Arnwv OIR�p� �/'Y.15 4'G'� ��t it d c3//Y•''C�Li t'1 ` 7 xo TMIS WAVJY 4 A VICLA N OF 2"ON 720 OF THE NEW YORK STATe Q -W ge rJ�Q Y f1 { DOPLES OF N 1 THIS SURVEV m"A►NOT WA04 1 05 LAW NIRYETOR'S IM®SEAL OR' it C' MOSSID SEAL SHALL Dor LE CONSIDERM IO Of A VALro TRUE COPT. I PUARAHFRES INDICATED HEREON SMALL VM j DIiY TO THE PERSON FOR WHOM THE SWV, IS FLWAM,AND ON HIS REIIALP TO ft i (ILLS COMPANY GOVERNMENTAL AGENCY ►• 4 LEND00 INSTITUTION LISTED HNICK Al ' ZO THE ASSIGNEES OF THE LlMM r4j, LUTKK OUARAWM ARF NOT TRAM MV I Fo ADWIMA1 *m"vl?Vn.r np SR4�T• i m 7yA�, I _ r TEST HOLE DATA SURVEY OF (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 22, 2019) EL. 35.0' LOT 14 DARK BROWN LOAM OL MAP OF BROWN LOAM OL BAYSIDE TERRACE 2.5' FILE No. 2034 FILED MARCH 11, 1953 TO SITUATE LO TO ED u SAND SP BAYVIEW PALE BROWN TOWN OF SOUTHOLD °- 772. CO1S„"° SP 7' SUFFOLK COUNTY, NEW YORK EL. 4.0 1 1 S.C. TAX No. 1000-78-09-12 TEST WELL No. ESGS�� ,soou�0 wA2T 30.a' SCALE 1"=40' NOVEMBER 22, 2019 DECEMBER 9, 2019 ADD LAWN OFFSETS C 4 LOT 0 "' �a2 S 6 •s �w4[iy�`Q !'t AREA = 12,000 sq. ft. to o 4 4.3 Septic tank shall be divided into two 0.275 ac. �'O off- Q F �A00( compartments by a full sized traverse 1 CERTIFIED TO: GAIETRIE BALLI. -' ! wall.The inlet compartment shall have FIDELITY NATIONAL TITLE INSURANCE COMPANY (` � R, , r"- 50-75 percent of the total capacity. 0` V,"1 aQ' .'; �_ - --- -- -- - - -- - --- [OTE, • — -� 1. ELEVATIONS ARE REFERENCED TO AN NJLV.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:,= l ---- _--- - _ _-- __ _--_'--'-:_ _ _ - -MINIMUM-SEI!n"ANK--CAPACIDES_FOR-A 3-BEDROOM HOUSE-IS_1.Q00_QALLONS.--- -- - o?• '...0 :;�.• Et, s ° ►TER LfNE(S) MUST-BE-INSPECTED-BY TFf� - . 1 TANK a' LONG. 4'-3-WIDE. e'-7- DEEP O y. _ ( 3. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 300 sq ft SIDEINALL AREA. XI COUNTY DEPT. OF HEALTH SERVICES. 1 POOL; 12' DEEP, 6' aro. y CALL 852 48 HOURS IN ADVANCE, PROPOSED EXPANSION POOL ' TO SCi1:1<itSLE IAtSI9EGTI0A!(1�): ®,PROPOSED LEACHING POOL 0...... ; ' �.., _ ®PROPOSED SEPTIC TANK Lam,._ pLy :: �.Q: :: 40, 1 • �• Mq�y�,�' ,�. � �� 4.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD i Lel' C K '�F 3y I couty OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O Pi Fait ��,ALOFCONMUM �-A DRIVEWAY AREA:`1.000 sq. ft. � i �/�° 1$� rC O � 1,000 sq. ft. X 0.17 = 170 cu. ft. sy(• Err _ 4,3 y �4 170 cu. ft. / 42.2 = 4' Vertical ft. of 8' dia. leaching pool required °i• < �_ �l i1 �� . PROVIDE 0 B' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE p - DA !i(! •- � "ll ROOF AREA: 1,450,sq. ft. ' •' 1,450 s . X 0.17 = 247 cu. ft. u H ' �s& � o 247 cu.ftft. / 42.2 = 6 Vertical ft. of 8' dia. leaching pool required PROVIDE,(1) 8' dto. X 8' high STORM DRAIN POOL 12Q 00.. �• ! o0T r �_� "1 POR- 0 BEDROOMS s � I RF.S'tTIZcE ARSFIZOM DATE �4PR�LC3VAL- PREPARED IN PDCOROMWE WITH THE MINIMUM •'•. Sr SURVEYS AS ESTABLISHED `n ••, ••• c - - BY APP AND ADOPTED (f' • . , `� • EW STATE LAND a EXCAVATION INSPECTION REQUIi D -C ' Q FOR SANITARY SYSTEM �� BY HEALTH DEPA EW JAN 9 � ' - - .- �c c„r ! a-�LIQ=r�'��S `• ` . _ 4 SUS- MINIM1aGT. r� N.Y.S. Lic. No. 50457 TO THIS SURVEY ALTERATION DR ADDITION Nath i Corw'n III - - l0 7FOS SURVEY 6 A VIOLATION OF �G 7209 OF THE NEW YORK STATE O i COPIES OF THIS SURVEY YAP Nor BEMNG Land Surveyor h Q THE LAND SURVEYOR'S IMM SEAL OR ' EMBOSSED SEAL SHAD.NOT BE COWDE R D y Op t TO BE A VALID TRUE COPY. N j CERUrATIONS MCATED HEREON SHALL RUN Successor To: Stanley J. Isaksen,Jr. LS. = ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno I.S. j �``• - j� --- , ! IS PREPARED.AND ON His BEHALF TO THE ,( TITLE COMPANY. GOVERNMW&AGENCY AND Title Surveys -Subdivisions - Site Plans_ — Construction Layout ' - - TO�'�� F� PHONE (631)727-2090 Fax (631)727-1727 0� TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT U41UNG ADDRESS AND/OR EASEMENTS OF RECORD. IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I !i J6 � SURVEY OF LOT 14 Lop MAP OF � d Qj-7"'e� O BAYSIDE TERRACE �"44 o I FILE No. 2034 FILED MARCH 11, 1953 SITUATE BAYVIEW �-wF44 TOWN OF SOUTHOLD _° Q°� 40P SUFFOLK COUNTY, NEW YORK a ° z" '3 S.C. TAX No. 1000-78-09-12 SCALE 1"=40' s4 Lip OO,y4i 4° � S4'30, C DECENOVEMBER2019 ADD LAWN 2019 O 00, o° 60EOROPOEDDF OP004 JULY ,202REVISPDECK .11 � SEPTEMBER 8, 2020 FOUNDATION LOCATION ° poo` °�SPOO4 ae�� _° � AREA = 12,000 sq. ft. 120 O o 3A 0.275 cc. N/ oNe00, �„ o k/ / q o Ac 41.Sl0 p h °• s °SS°Po CERTIFIED TO: M o= x GAIETRIE BALLI FIDELITY NATIONAL TITLE INSURANCE COMPANY Nh , °nNCp°ROy COyOP� s3ry V RO�nyC OR la � ces. o0pOP°OG s ry \\oonHcpoR y a NOTES: AZO O 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM ANO H F0°F Ory/ N// \�� d ,Q,' EXISTING ELEVATIONS ARE SHOWN THUS:XXX W 4-,4, lgkN / O Qo 0, M G° A 6! w 0� � 432Qs ° Lip 7'>Q00' ,\ OCT - 9 2020 PREPARED STANDAR IN`ACCORD MCE-VMATH TH TINIUSHED FOR pss�LER,$�rY�t'IASK&D LAND eY $C1I IANWA Ot�rED h ' TRLFt ASS ON j AF1 ^ ® =�0 J. s i`ly t��.n•"':,T R_?-�rf ii 'U'io 1 se/t •R'\ a' IYA 7- w44- ;h S. Lic. No. 50467 44 ,b• UNAUTHORIZED ALTERATION OR ADDITION S H TO THIS SURVEY IS A VIOLATION OF Nathan raft Corwin III SECTION 7209 OF THE NEW YORK STATE Land Surveyor app• EDUCATION LAW. 2 I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR TO BBOE A�VASEAL SHALL UD TRUES COPY BE CONSIDERED �OCERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. w� A, ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph Ingegno L.S. _�,U1 IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTTTUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUOON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 ESURVEY OF LOT 14 OCT 0 5 2021DDMAP OF BAYSIDE TERRACE BUILDING DEPT. FILE No. 2034 FILED MARCH 11, 1953 . w TOWN OF SOUTHOLD SITUATE 4 BAYVIEW TOWN OF SOUTHOLD \� �_" Qo w SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-12 0 64. l�T SCALE 1"=40' L q 4• °wF<c,yor`� NOVEMBER 22, 2019 O qq• �y� tCL 3�'• £ O�p�C DECEMBER JUNE 202 9. 09 ADD LAWN OFFSETS STORMWATER PL JULY 6, 2020 REVISE PROPOSED DECK CFSSpODC a. SEPTEMBER 8,AUGUST 13,2020 2021 LOCATION FINAL SURVEY pOOC o, o a, SEPTEMBER 16, 2021 ADD FUTURE EXPANSION POOL uw o \\ oa` J2or• J20 tlo� ��_ AREA = 12,000 sq. ft. O'eo0.275 ac. s s J m q 9yl�A \\ rB° `' X23 HEAD WIRES `�¢ 4 co eF p CERTIFIED TO: 4' ROBERT ANTONA q� s,4oJ�t„ 3e4 4 \4`8• `` RACHEL REISER oRRq \Oo4a <d FIDELITY NATIONAL TITLE INSURANCE COMPANY o ry �� ♦ �4w� 3 0' (V-aFBy�tt 4j � .'c'..�AY. e r y . ' a - CONcFOVT7 ° Ap eolR ' CF WELL & SEPTIC SYSTEM TIE DISTANCESZO C� SSpoon D °oc �`�� N r9�k 1A/F N� `�¢0•� �( � a COVER HOUSE CORNER A" HOUSE CORNER"B" HOUSE CORNER"C" HOUSE CORNER"D" ON'F e SEPTIC TANK 15,5' 53'6¢ OUTLET COVER P 4 CESSPOOL p 31 64. 5' COVER 1 o ryh �'� 0�2 COVER002L 31.5' 52' T20 �i Tom' WELL 81' 51' LpT •00, owe, Qi % X020. sa SUFFOLKCOUN ITY DEPAf2�T�bE�&T OF T RUCTED A�lpE�gB.9 � Ty�I SERVICES APp�R VAL OF A SINGLE FA A Q RESIDENCE PREPARED IN ACCORDANCE WITH THE MINIMUM \\ TANDRS FOR AEUSHED IUD�2®ate OCT 0 2021 P AOP M. . g. 9 . FOR SUCHL AF:" LAND • 'b'4d TIRE ASSO ik r�o ' iff The 50mgO atlsp+me9 vAter su Inspected and/or ca feed by tte�DSNft other�s 8�6® found to � � 0 ;` �` �FCG, �'o�_ be saWactwy FOR A MUM �, � Rf+�, `9 �• � 1� �„ (�� • . ��• �` �Q(--+�" � � ''v � d- I"1 ill, �, "- I ,�' . I'aog emer, �� :Y �f Oe-ef ff6e :. � � r NA.S. 'c. No. 50467 "yO0 UNAUTHORIZED ALTERATION OR ADDITION7jkf° p� O TO THIS SURVEY IS A VIOLATION OFnr NN MpO - SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. � T Z COPIES OF THIS SU'S NKMAP NOT ED SEAT C NG Land Surveyor L EMBOSSED SEAL SHAH NOT BE CONSIDERED TO BE A VALID TRUE COPY. o CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 1 IS PREPARED,AND ON HIS BEHALF TO THE Cl THU COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION USTO HEREON,AND TO THE ASSIGNEES OF THE LENDING LNS I- PHONE 631727-2090 Fax 631727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE ( ) ( ) THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS h 16 ANY, NOT EASEMENTS RECORD, RE NOT GUARANTEED. Jamesport, New York 11947 x 11947 Jamesport, New 11947 �f Generated by REScheck-Web Software Compliance Certificate Project Goed Intent LLC / Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 1,708 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 355 Summer Lane Gaietrle Bali Richard Searles Southold, NY 11971 Goed Intent LLC Richard Searles Architect, P.C. 58 South Path P.O. Box 286 Calverton, NY 11933 Wading River, NY 11792 631 871-8676 rsearles@rs-architect.net ia Compliance: 8.1%Better Than Code Maximum UA 283 Your UA. 260 Maximum SHGC. 0.40 Your SHGC: 0.28 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. Assembly or - U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 820 30.0 19.0 0.021 17 Wall: Wood Frame, 16" o.c. 547 21.0 0.0 0.057 26 Orientation: Front Door. Solid Door(under 50%glazing) 41 0.300 12 Orientation: Front Window 1: Wood Frame 11 0.290 3 SHGC: 0.28 Orientation: Front Window 2: Wood Frame 15 0.300 5 SHGC. 0.28 Orientation: Front Window 3: Wood Frame 30 0.300 9 SHGC: 0.28 Orientation: Front Wall 2: Wood Frame, 16" o.c. 547 21.0 0.1 0.057 23 Orientation: Back Door: Glass Door(over 50% glazing) 63 0.300 19 SHGC: 0.26 Orientation: Back Window 3: Wood Frame 30 0.300 9 SHGC: 0.28 Orientation- Back Project Title: Goed Intent LLC / Report date: 07/01/20 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter Window 2: Wood Frame 54 0.300 16 SHGC: 0.28 Orientation: Back Wall 3: Wood Frame, 16" o.c. 527 21.0 0.1 0.057 27 Orientation: Left side Window 1: Wood Frame 8 0.290 2 SHGC: 0.28 Orientation: Left side Window 2: Wood Frame 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 3:Wood Frame 30 0.300 9 SHGC: 0.28 Orientation: Left side Wall 4: Wood Frame, 16" o.c. 531 30.0 0.3 0.048 24 Orientation: Right side Door. Solid Door(under 50%glazing) 20 0.180 4 Orientation- Right side Window 1: Wood Frame 15 0.300 5 SHGC: 0.28 Orientation: Right side Basement- Solid Concrete or Masonry 764 0.0 10.0 0.059 45 Orientation: Unspecified Wall height: 8.0' Depth below grade: 7.3' Insulation depth: 8.0' 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 build' has been d igned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda y re uirements li ed in the REScheck Inspection Checklist. F%(&K eo -If! Zo2t� Name-Title Signatur Date ED AR GNp,RD SFq X21614 y�P� �F N E`N Project Title: Goed Intent LLC / Report date: 07/01/20 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1energy code compliance for the 4 ;building envelope.Thermal ❑Not Observable envelope represented on []Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation demonstrate a []Does Not 403.7 energy code compliance for , 1 [PR3]1 ;lighting and mechanical systems. ❑Not Observable , , ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC I ;Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr I❑Does Not [PR2]2 !on loads calculated per ACCA ;Manual J or other methods Btu/hrg Btu/hrg ;❑Not Observable ;approved by the code official. ;❑Not Applicable Additional Comments//assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Goed Intent LLC / Report date: 07/01/20 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ,' R- ; R- EComplies ;see the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ :❑Does Not ;table for values �insulation is used, verification 1 'may need to occur during ;❑Not Observable ;Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations; I in Climate Zone 3. ; 303.2 ;Conditioned basement wall ❑Complies ; [FO5]1 !insulation installed per ❑Does Not !manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not ;table for values :distance from top of wall. I ❑Not Observable ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies [FO11]2 sato protect exposed exterior ❑Does Not ® insulation and extends a iminimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system { ❑Complies ; [FO12]2 :controls installed. ❑Does Not u � ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Goed Intent LLC/ Report date: 07/01/20 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-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). ❑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 ; [FR4]1 are determined in accordance ❑Does Not V :with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 hnstalled per manufacturer's j ❑Does Not V instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 ;is listed and labeled as meeting ❑Does Not 1 AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable , or has infiltration rates per NFRC ;400 that do not exceed code ❑Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies [FR16]2 Esealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ;leakage at 75 Pa. ❑Not Observable ; IE]Not Applicable 403.3.1 ;Supply and return ducts in attics �❑Complies ; [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= J ;R-6 where < 3 inches.Supply and ❑Not Observable ; ;return ducts in other portions of ❑Not Applicable )the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not :joints/seams compliant with ®J International Mechanical Code or ❑Not Observable ,International Residential Code, as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not �J ❑Not Observable ; ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- .� ;3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. ❑Does Not 101' ❑Not Observable J❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 ;>_R-3. PDoes Not ;❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier3) Project Title: Goed Intent LLC/ Report date: 07/01/20 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ,Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Goed Intent LLC / Report date: 07/01/20 Data filename: Page 6 of10 1 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ` ❑Complies [IN13]2 'or the installed R-values ❑Does Not V !provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a;, R- R- !❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.6 !wall insulation on the wall [IN3]1 ;exterior,the exterior insulation I EJ Mass !E] Mass !❑Not Observable ! j ;requirement applies (FR10). !❑ Steel !❑ Steel !❑Not Applicable 303.2 !Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not S❑Not Observable ❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Goed Intent LLC/ Report date: 07/01/20 Data filename: Page 7 of10 �I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values 402.2.2, 402.2.6 ;E] Steel ❑ Steel ;❑Not Observable [FI1]1 ; ❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. f ❑Does Not [FI2]1 :Blown insulation marked every X300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 :insulation include baffle adjacent ❑Does Not :to soffit and eave vents that ;extends over insulation. ❑Not Observable I I ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the I :❑Does Not adjacent assembly. :[-]Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. 1 ;❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F]27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ; ; ;❑Not Applicable :w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch ;w.g. across the entire system :including the manufacturer's air handler enclosure. 403.3.4 :Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F[4]1 :cfm/100 ft2 across the system or : ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; ; ; ;tests, verification may need to ; ;❑Not Applicable occur during Framing Inspection. : : 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 !by manufacturer at<=2% of ❑Does Not design air flow. ; ❑Not Observable ; ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ; [FI9]2 !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ( ❑Complies [FI10]2 !on heat pumps. ❑Does Not t ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [FI11]2 jsystems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Goed Intent LLC / Report date. 07/01/20 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system J❑Complies [FI25]2 fans not part of tested and listed ❑Does Not :HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies [FI26]2 (through one-or two-pipe heating ❑Does Not ;systems have outdoor setback ;control to lower boiler water ❑Not Observable ;temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [FI28]2 ;have a circulation pump.The ❑Does Not !system return pipe is a dedicated tt return pipe or a cold water supply S❑Not Observable i pipe. Gravity and thermos- ❑Not Applicable ; isyphon circulation systems are not present. Controls for ! I circulating hot water system pumps start the pump with signal ! !for hot water demand within the ;occupancy. Controls ! !automatically turn off the pump !when water is in circulation loop ! is at set-point temperature and ! Ino demand for hot water exists. ! 403.5.1.2 ;Electric heat trace systems ❑Complies [FI29]2 ;comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically ss :adjust the energy input to the #[]Not Observable (heat tracing to maintain the }❑Not Applicable ! desired water temperature in the ! piping. 403.5.2 !Demand recirculation water ❑Complies [F130]2 (systems have controls that []Does Not ! manage operation of the pump ! ! []Not Observable and limit the temperature of the a !water entering the cold water []Not Applicable piping to <= 1049F. ' ! 403.5.4 ;Drain water heat recovery units ;❑Complies [FI31]2 !tested in accordance with CSA ❑Does Not ! !1355.1. Potable water-side ! ;pressure loss of drain water heat ❑Not Observable :recovery units < 3 psi for ❑Not Applicable ! y individual units connected to one i ! or two showers. Potable water- side pressure loss of drain water ;heat recovery units < 2 psi for ; !individual units connected to ! ;three or more showers. ! 404.1 ;90%or more of permanent ❑Complies ! [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable ! 404.1.1 ;Fuel gas lighting systems have ❑Complies ! [FI23]3 Ino continuous pilot light. ❑Does Not �J ❑Not Observable j ❑Not Applicable 401.3 !Compliance certificate posted. ❑Complies [FI,7]2 I ❑Does Not ❑Not Observable ! ❑Not Applicable ! 11 High Impact (Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Goed Intent LLC / Report date: 07/01/20 Data filename: Page 9 of10 W -- -[ Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for ❑Complies ' [FI18]3 mechanical and water heating ❑Does Not :systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 12 Imedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Goed Intent LLC/ Report date- 07/01/20 Data filename: Page 10 of10 201,8 IIECC Energy NJEfficui6ncy Certificate Insulation Rating R-Value Above-Grade Wall 30.28 Below-Grade Wall 10.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.30 0.26 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Weber and Gmhn Project Summa{/ Job: LeadL20-0283 WelneAftBest-and MXm,Rai �/�t%a House `' Date: May19,2020 By: RayNadeau Weber&Grahn 218EMaYakHwy,Hampton&rys,NY11946ftw6ii-7ffi-1166 Fax.631-7284455 Emafl-%r@W*Was#*=n For Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 Notes: Desi-sin Weather. Long Island MacArt,NY,US Winter Design Conditions Summer-Design Conditions Outside db 0 OF Outside db Inside db 70 OF Inside db 95 OF Design TD 70 OF Design TD 20 °F Dally range L Rebtive humidity 50 % Moisture difference 18 grub Heating Summary Sensible Cooling Equipment Load Siang Structure 26946 Blah Structure 21230 Btuh Duds 6199 Btuh Ducts 3566 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 ckn) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33144 Btuh Use manufacturer's data n g Rate/swinmultiplier - 1.00 Infiltration Equipment sensible load 24796 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-fight Fireplaces 0 Ducts re 354Btuh Ducts8 B ti Centralvent(Odm) 0 Btuh Area(ftp 16W C 1 t64� Molume(fP) 14125 14125 Equipment!'atent food 3855 Btuh Air changeslhour 0.34 0.18 Equipment Total Load Sen+Lat) 28650'- Btuh Equiv.AVF(dm) 80 42 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Effidency nla Efficiency n/a Heating input Sensble coo 0 Btuh Heating output 0 Btuh Latent 000fing 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfrn Air flow factor 0 cfrnBtuh Air flow factor 0 ckn/gthh Static pressure 0 in H2O Static pressure 0 in H2O Spaoe thermostat n/a Load sensible heat ratio 0 eo/dW duwhwGenern3Ud1Yoverrdnfer, Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - -wrlghttxsptf'tm 20MMay,2M07" .»....>,..,.w«.,,aar.., RJ�Y�S1i�Urivesa1201919Q15RSUZiS1B ...Caics&EstlmateRidrOGM INTENTS LOAD.rW CaIC=NUB F=t DoorW=E Pdge1 Weber andGrahn Load Short Form Job: Lead 120-0283 List& Date: May19,2020 `� "�°R°" �°�`�"� Entire House By. RayNaceau Weber$Grahn 216EMorb*HwKHm#onBay%W11946Rcm631-715.ti66Fac631-M1455.Emal:gfl@ dnwigaa n Project • • For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871,8676 Design Inf6rmation Htg CIg Infiltration Outside db(°F) 0 95 Method Simplified Inside db(°F) 70 75 Construction quafdy SernRight Design TD(°F) 70 20 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 MoistureAfference(glib) 51 18 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n1a AHRI ref n/a Cop n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooing 0 Btuh Heating output 0 Bich Latentwoling 0 Btuh Temperature rise 0 OF Total cooing 0 Btuh Actual airflow 0 cfm Actual air flow 0 cfm Air flow factor 0 c fmBtuh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 In H2O Space thermostat- n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Gg AVF ( ) (Bkjh) (Btuh) (cfrn) ,Prn) AHU1 1ST FL 797 17462 15291 - 800 800 AHU2 2ND FL 845 15683 10315 533 533 Entire House 1641 33144 24796 1333 1333 Other equip loads 0 0 Equip.@ 1.00 RSM 24796 Latent doling 3855 TOTALS 1641 33144 28650 1333 1333 ectd�rrc varues J,a�e beau rranraltyoverrfdden Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® MuTpaia73215 1Zdt�itec9UNVrersa197'19190.15RSU236rS MCaks&EsilmateRddgG0M MHML0ADmp Calc=MJB FaxtDoorfm E 1 Weber and Grahn Building Analysis Job: Lead L20-0283 we'-"H&aSw-mdT=ffieRng ■ Date: Ntay19,2020 Entire House W. Rayfbdeau Weber&Grahn " 216ENlot3*Hwy,HamptonBe^NY11946ftm6i72B-1165FMc:831x26"1456 6rial:Ofl@le6�wn For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 0e,5ign Conditions Location: Indoor: Heating Cooling Long Island MacArt NY,US Indoor temperature(°F) 70 75 Elevation: 98 ft Design TD(°F) 70 20 Latitude: 41°N Relative hum' ity(% 50 50 Outdoor: Heating Cooling Moisture difference�grAb) 50.6 17.6 Dry bulblb (°F 0 95 Infiltration: DaTy►an9e °F) - 15 ( L ) Method Simplified Wind speed(mph) 15.0 7 5 F�pla�n quality 0�m1-trght 0 MENOMINEE Component Btuh/fe Btuh %of load Wall 4.7 7861 23.7 Glazing 30.3 8760 26Awai °� Doors 24.5 1029 . 3.1 Ceilings 1.4 1182 3.6 y, Floors 2.3 1972 6.0 Infiltration 3.4 6141 18.5 Ducts 6199 18.7 Piping 0 0 Infiftlion Humidification0 0 ntRaat , Glazing � Ad�'ustments 0 I ,��ftors Total 33144 100.0 DOB . ® M no Component 13100 Bluh %of bad Wails 1.5 2502 10.1 walls Glaing 34.7 10023 40.4 Internal Gains Doors 10.0 421 1.7 Ceilings 1.1 971 3.9T .� Floors 0.7 563 2.3 / Infiltration 0.5 929 3.7 Duds 3566 14.4 I Venation 0 0 Glazin 3 ' Internal gains 5820 23.5 9 Ducts Blower 0 0 Ad'usfiments 0 1 Floors Ti> I 24796 Fl 100.0 Ceilings Other Latent Cooling Load=3855 Bich Overall U-value=0.085 Btuh/fe2F Data entries checked. eat W1CvacueshmbeenmamlrWover kWm AL +�,1- wrilghasort- 07MI15 ---'6MMnMtl4.Mmmp.q Rc�tSiit�Urivasa1241919U15RSlJ2'1179 1 .Calcs&EWnI PddrdGO®INTHdrSLQADAV Calc=NU8 Famoorfa=F- Weber and Grahn �qht-JBO Form A Job: Lead X20-0283 Date: May19,2020 Entine House � �y�aaeau Weber&Grahn 216E Maim*Hwy,Hampton Bays,W 11996Rmm Ml 723-11fi6 Fac 631718.1455 Emal:rayn@webea Wv=n 1 Name of Room ErrtireHluse AFUIISTFL 2 Running Feetof E)posed Wall 2095 it 91.5 It 3 Ceiling R(R)arvd Gross WaOArea(SgR) 8.6 ft 56902 ftp 9.0 ft 2706.0 iP 4 Room Dimensions(R)andFioorPlanAres(SgR) 1641.0 T 796,5 ftz 5 Ceiling Slope(Deg.)and Gross CellingArea(SgM 0 ° 1906.5 Its 0 1062D fe Type of Const. Panel HiM Area or Btuh Area or Bluh Exlmsure Number Fates Length ag. Heating S-ag L-ag Heating - S-Clg L-09 6 aU 12FOsx n 4.55 1.48 286 1231 ' 401 - 50 225 73 4A5-2ov n 3290 15.36 15 494 230 0_ 0 0 kra7 1217-09Na 4.55 1.48 502 1855 604 286 981 319 4A5.2of a 28.70 15.70 15 430 235 15 - 430 235 4A5.2of a 28.70 21.90 14 402 307 14 402 307 4A5-2ov a 32.90 3859 44 1443 1693 0 0 0 11ND a 2450 8.15 21 515 171 21 515 171 all 12F4)sw s 4.55 1A8 492 1995 650 243 969 _316 az 4A5-2of s 28.70 2121 30 861 636 30 861 636 az 4A5-2ov s 32.90 2241 23 757 515 0 0 0 Njaz 12FOsx w 4.55 1A8 518 1681 548 266 671 219 az 4A5-2of w 28.70 37.39 54 1550 2019 54 � 1550 2019az 4A5-2ofd w 28.70 37.39 64 1837 2393 64 1837 2393 4A5-2ov w 3290 36.59 30 987 1158 0 0 0 a144J I 12GOsw - 6.37 1.74 194 1099 300 194 1099 300 r 11N0 ' n 24.50 11.9D 21 515 250 21 515 250 Coil 168-50ad - 1.40 1.15 845 1182 971 0 0 0 Ror 19A-Obstp - 8.38 2.39 14 119 34 0 0 0 Ror 19A-0bswp - 7.76 222 34 262 75 0 0 0 Ror 19A-30bstp - 2.00 0.57 111 , 221 63 111 221 63 Ror 19A-30bswp - 2.00 0.57 686 ' 1370 391 686 1370 391 Infiltration HaatingLoad(Bhrh) 0.34 6141 2816 Effect WAR WAR - 12 Sensible Load(Bhrh) ACH 1.00 929 1.00 426 Latant Load(Bfuh) 507 232 Internal a Occupanls1230and200131rh 14 3220 28W 8 1840 1600 b Scenarionumber 2600 2600 13 a Detau(fAdiustments d OjsbmAppliances 0 0 0 0 e Plarrls 0 0 14 Subtotais Sum lines 6 through 12 26946 21230 3307 14461 14089 1832 Dud EH F&ESGF O. TO O.O8s 6199 3566 3D01 12D3 15 Loads ELG 548 319 16 WnIflation Loads 1kntC8n I 0 E CXm 0 0 0 0 0 0 0 17 WinterHmrid'firationLoad GaUDay 0 0 0 ,18 Piping goad 0 0 19 Blower Heat 0 0- [20 AED Ezarrsion&Latent Moisture Mgration Load 836 1529 -,I dotal Load Sum Gres 13 through 19 33144 24796 3855 17462 15291 2151 Calculadons approved WACCA to meet all requirements of Manual J 8th Ed. -Fit- wriig fw4:pfeIRiUri%6sai2U1919015RSU2V9 I �0paw _Calcs&ftrnateRdr4C+CFDINTEWSLCADAV Calc=W8 FrortDwfaces:E Weber and Gratin Right-8S Form A .rob: Lead 120-0283 Date: May19,2020 Ehffm House Weiser&Grahn Elf. Rayrdadeau 716EMa�iICHwyHarnppont3aysNY119�Rnre83I7281186Facfi31 1455 Emal•rcVQwebffaxW*n= 1 k3meofRoom AHlg2ND R 2 Running RetofEVosedWall 118.0 It 3 'CLifingt-t(R)and43=WallArea(SgR) 82 ft 29764 (F 4 Room Dimensions(R)and Floor Plan Area(SgR) 844„5 fF 5 Calling Stops(Deg.)and GrossCeiling Area(SpR) 0 844.5 ft2 Type of Const, Panel HfM Area or Btuh Area or Btuh EVosure, Humber Faces Length 1'112. 09• Heating S-09 L-09 Length Healing S-0g L-ag 6 V)/ail 12FOsw n 4.55 1A8 236 1006 326 5-2ov �- az 4An 3250 15.36 -15 • 494 230 all 12FOsw a 4.55 1.48 236 874 285 az 445-2of a 28.70 15.70 0 0 0 11 laz 05.2of a 28.70 2150 0 0 0 4A5.2ov a 32.90 38.59 44 1443 1693 11w a 2450 8.15 0 0 0 II 12FOSN s 4.55, 1.48 249 1026' 334 az 4A5-2of s 28.70 2121 0 0 0 az AAS-2ov s 3250 2241 23 757 515 ail 12F OSN w 4.55' 1A8 252 1010 329 4A5.2of w 28.70 37.39 0 0 0 :a, 4A5-2ofd w 28.70 37.39 0 0 0 4A5-2ov w 32.90 , 38.59 30 987 1158 all 12C4&u - 6.37 1.74 0 0 0 11M n 24.50 11.90 0 0 0 Ceil 16B-50ad - 1.40 1.15 845 1182 971 Ror 19A-0bslp - 8.38 239 14 119 34 Ror 19A-0banip - '7.76 222 34 282 75 Ror 19A-Mbsip - 2,00 0.57 0 0 0 Ror 19A ObswA - 200 0.57 0 0 0 Infiltration Healing Load(Btuh) 0,34 3325 ,12 Sensible Load(Btuh) ACH 1.00 603 ' 0.18 Latentload(Bbuh) 274 Internal a 0wuWtsat230and2WBtuh 6 1360 1200 b Scenario number 0 13 c DefaultAdjustrnenls -d CustornAppliances 0 0 e Plants 0 14 Subtotals Sum lines6through 12 12485 7835 1474 Dud EFr-F&ESGF 0256 0.316 3197 2479 15 Loads ELG 222 16 lk tMon Loads Vemam 0 Eam 0 0, 0 0 17 •Winter Humidificafion Load GaUDay 0 0 18 Piping Load 0 19 Blower Heat p ' 20 AED Emsdon&Latent Moisture Mgtafon Load 0 21 Total Load Sum lines 13 through 19 15683 1 10315• 1703 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wry ltltsoft� RldtSite@UnllvmW2M91Ra15R U2ffi79 2Q May�tf0R4p2 ...Cdcs&EsUndePodroGOIDINTEN7SLOODAV Cetc=MA FatDavfiii=E Weber and Cirahn J1 Form-Worksheet A Joe: LeadL20-0283 We ht9ra8 tiro 8891.and Hx the RatDate: May 19,2020 Entire House By. r4ym fta„ Weber&Grahn 216F.Matmk Hwy,HEMAMBays,W 11W REM 6317284168 FM 631728.1456 Email:wyri@webamzb Inc= Supporting Detail Project Name: GOER INTENTS LOAD Date: May 19,2020 Address: 355 Summer Lane,Southold,NY 11971 Phone: 631-871-8676 Job ID: Lead L20-0283 Worksheet A Location and Design Conditions Weather Location: Long Island MacArt,NY,US Elevation= 98 Latitude= 41 Indoor Conditions,Heating: DB= 70 OF RH= 50% Indoor Conditions,Coorng: DB= 75 OF RH= 50% Table 1 Conditions 99%DB= 0 OF 1%DB= 950F Grains Difference= 18 grAb Daily Range= L Design Temperature Differences HTD= 70 eFCTD= 20 OF Calculations approved byACCA to meet all requirements of Manual J 81h Ed. A wrightsoftm RigtSli6�Urivasd1iD1919R15RSUZi579 2020A11WW07M17 NMI AM _Caics&EsdnubPddr GOEOIME TSLMDnp Cda=MJB FlatDocrb=E Weber and Crahn Project Summary Job: Leadt20-02113 wa1Mt29 LeB0A-mdFixdopi t /4N�7 1STFL Date: May19,2020 By: RayNadsau Weber&Grahn 216E Mmt3k Hwx Hamptm EkrA W 11W Rue E3172B-1166 Fac 631724455 Etpa l: - For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 Notes: i - a • • Weather. Long Island MacArt,NY,US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 of Inside db 70 OF Inside db Design TD 70 OF Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 18 grAb Heating Summary Sensible Cooling Equipment Load Siang Structure 14461 Btuh Structure 14089 Btuh Ducts 3001 Btuh Ducts 1203 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 crm) 0 Btuh (none) 0 Btuh Blower e) 0 Btuh Piping Equipment load 17462 BBWh Use manufacturer's data n Rate/swingmultiplier 1.00 Infiltration - Equipmensensibleload 15291 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-t+ght Fireplaces 0 Structure1832Ducts 319 BBtuh He Coonng Ce none nt(0cfrn) 0 Btuh Volume ie(ft3) 796.9 7�59 Equipment Latent load 2151 Btuh ; Air chargesJhour 0.31 0.16 Equipment Total Load(Sen+Lat) 17443 Btuh Equfv AVF(drr) 37 19 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BMS500-AAS024-1 CSM Cond BMS500-AAS024-1 CSXXA AHRlref 9966844. Coil BMS500-AAU024-1AHXXA AHRI ref 9966844 Efficiency 10 HSPF Efficiency 12.5 EER,20 SEER Heating input Sensible cooling 16800 Btuh Heating output 25000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 29 OF Total cooling 24000 Btuh Actual air flow 800 cr m Actual air flow 800 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.052 cfm/Bbuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=5 OF Backup:Bosch Thermotechnology Corp Input=5 kW, Output=17061 Btuh,11 AFUE acid'itarcvarreesHaear�,manua+tyor�rrard�, Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -wrightgpf Fiat-lite@Udv=d2D19190.15RSU235M POP2 Cftc EsbmaleRid4GOEDINTEMLOADAp Calc=MJ8 RatOoorkm E Weber and Grahn Load Short Form Job: t eadL20.02a3 Date. May19,2020 as the` `_ F `"' AHU11ST FL By. ftMdeau Weber&Grahn 218EMort3kHwy,H3mgmBays,W11946Rxm831728-1166Fac831728.1455 E-n@i1:qfl@vAbwndgahio- Project Information For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 Design e Htg C19 Infiltration Outside db(°F) 0 95 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 70 20 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture dfiference(grab) 51 18 HEATING EQUIPMENT COOLING EQUIPMENT I Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BMS500-AAS024-1CSXXA Cond BMS500AAS024-1CSXXA AHRI ref 9966844 Coo BMS500 AAU024-1AHXXA AHRI ref 9966844 Efficiency 10 HSPF Efficiency 12.5 EER,20 SEER Heating input Sensible cooling 16800 Btuh Heating output 25000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 29 OF Total cooling 24000 Btuh Actual air f ow 800 cfm Actual air flow 800 cfm Air flow factor 0.046 crm/Btuh Air flow factor 0.052 ckV tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=5 OF i ' Backup:Bosch Thermotechnology Corp. In"ut=5 kW Output=17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg bad. HtgAVF CIgAVF (ftZ) (Btuh) (Btuh) (cfrn) (CIM) GREAT ROOM 268 5080 5647 ' 233 295 DINING 150 4315 5020 198 ' 263 I4TCHEN 128 896 1473 41 77 MUD RM 67 1932 1207 89 63 CL 10 518 119 24 6 LAV 34 428 96 20 5 FOYER 68 1771 638 81 33 STAIRS OPEN 72 2521 1093 116 57 - Bold/rTa►icvdfueshaYebeenrrertvallyou¢r�dd¢n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F#d-wrightseftmM2y�t1�3215 AM bI•IBnbfWl4PwgW p7 RiftWt0Unvumd20191aa15R9U23M _.CaIcs8Es6mdeFtidr�GOIDiNiHVrSLOADnp l.dc=M18 FmrtDooriaoes E2 AHU1 1ST FL 797 17462 15291 800 800 Other equip loads 0 0 Equip.@ 1.00 RSM 15291 Latent cooling 2151 TOTALS 797 17462 17443 800 800 BofdWCMiUeshaMe6Mma wWyom)iddt Calculations approved,byACCA to meet all requirements of Manual J 8th Ed. ' wrightSOft® RVI,%WUdvemd2M190.15RSU23579 momw-M 072213 _Celea8E9UmaL-Ridng= WTB4ML0ADnp Cdc=WB FutDarfacm,E Weber and Grahn Building Analysis Job: LsadL20-0283 weludathaw-MdFxonPeuU.� .�S+T�'L fate., May19,2020 i4N •• Br. ftayNadeau Weber&Grahn 216ElV1013 cHw%Htxgt3 89AW11946Fhxj§:6 ta28.1166 Fac-M-M1455 Email:rayr@webaarxbalnarn For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 Des igne • • Location: Indoor: Heating Cooling Long Island MacArt,NY,US Indoor temperature(°F) 70 75 Elevation: 98 ft Design TD(°F) 70 20 Latitude: 41 ON Relative humidity(% 50 50 Outdoor: Heating Cooling Molsture difference()grAb) 50.6 17.6 Dry bulb(OF Infiltration: DaIN range °F) 0 105 ( L ) Method Simplified Wet bulb(° ) - 72 Construction quality Semt-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Heating Component Btuhllf Biuh %of load - Walls 4.9 3945 22.6 Glazing 28.7 5080 29.1 wall Ducts Doors 24.5 1029 5.9 Ceilings 0 0 0 .` Floors 2.0 1591 9.1 Infiltration 3.4 2816 16.1 nfiltmflon Ducts 3001 172 HHuum�idificatlon 0 0 Ventilation 0 0 Glazing Froors Ad' stments 0 To9i 174621 100.0 1 'Doors Cooling Component Btuh/ft? Btuh %of load Walls 1.5 1227 8.0 Wall Glaft Gl402 7120 46.6 Doors 10.0 421 2.8 ntemal Gains Ceilings 0 0 0 / Floors 0.6 455. 3.0 i # Infiltration 0.5 426 2.8 Ducts 1203 7.9 Ventilation 0 0 _ Intlemal gains 4440 29.0 Glazing Blower 0 0 I `w _ Ducts Ad�'ustments 0 1 Flf�tion Totel 15291 100.0 'Floors Latent Cooling Load=2151 Btuh Overall U-value=0.094 Btuh/ff°F Data entries checked. eold/ilaGc slues lmvebee�rrenua[lya►v►fdden -fl:§- wr1jjhtsoR- 202RAW0072215 wn..,4irm.wu..Nmmw.Y R*,suttouPWCisal201919,015RStJ�iJ9 - Rw2 Caks&EslimataPdcina%GOMNrENTSL9WDnp 0a1c=MJ8 Fa tDoorfaces E Weber and GrahnRI ht�J8®Form J1 Job. Lead L20-0283 a°�ft �` `� � AHUI9ST FL Date: May19,2020 Weber&Grahn Br. PayNadeau 216e Matte Itwy,Hwom BWs,WY1IM Fhcm 631-723.1166 F�x 63t 728.1455 Email:w@w&eradaahn= 1 Name of Room ARn ISTR. GREATKMI 2 Ftunning Feetof Bposed Wall 915 3 Ceiling R(R)and Gross WallArea(SgFQ 90 it ft 2706.0 T 90 it 33 0 $ 5940 fe 4,F born Dimensions(Ft)and Floor Ran Area(SgFQ 796.5 T 14bx 18.5ft 268.3 if 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 ° 10620 ft' 0 3577 it? Type of Const, Panel HIM Areaor Btuh Area or Btuh Evosure Number Faces Length Length F6g• a9• Fhating S-Gtg L-Clg Heating S-ag L-Cig 6 aii 12F-Ow n 4.55 IAB• 50 225 - 73 0 0 0 az 4A5-2ov, n 000 0.00 0 0 0 0 0 0 all 12FOsu a 455 1A8 266 981 319 0 0 0 az 4A5-2of a 2870 15.70 15 430 235 0 0 0 11 az 4A5-2of a 28.70 21.90 14 402 307 0 0 0 4A52ov a 0.00 0.00 0 0- 0 0 0 0 r 11t-0 a 24M 8.15 21 515 171 0 0 0 all 12F-Osw s 455 1A8 243 969 316 167 758 247 az 4A5-2of s 28.70 2121 3D 881 636 0 0 0 az 4A5-20v s 0.00 0.00 0 0 0 0 0 0 %Iaz 12FOsnr w 4.55 1.48 266 671 219 131 348 113 4A5-2of w 28.70 37,39 54 1590 2019 54 1550 2019 4A5-2ofd w 2$70 37.39 64 1837 2393 0 0 0 4A5-2ov w 0.00 0.00 0 0 0 0 0 0 aIV,V t 120-Ow - 6.37 1.74 194 1099 3D0 0 0 0 r 11NJ n 24.50 11.90 21 515 250 0 0 0 Ceil 16Bb0ad - 0.00 0.00 0 0 0 0 0 0 For 19A-0b* - 000 0.00 0 0 0 0 0 0 Flor 19A-0bw - 000 0.00 0 0 0 0 0 0 Aor 19A-30bsip - 2.00 057 111 221 63 0 0 0 For 19A-30bsm - 200 0.57 686 1370 391 268 536 153 Inliftion LleatingLoad(Bhrh) 0.31 2816 1016 Efect WAR WAR 12 Sensible Load(Btuh) ACH0.16 .00 426 36 154 Latent)-cad(Bhrh) 232 his=] a Ocaupantsat230 and 200 Btuh 8 1840 1600 4 920 800 b Scenario number 2800 800 13 c DalauitAdjustments d Q>SfQmApprianaes 0 0 0 0 e Plants 0 0 14 SubMis Sum lines 6 through 12 14461 14089 1832 4207 5203 Dud EFLF&ESGF 0208 ODD 3001 1203 873 444 15 Loads ELG 319 107 16 Men61ation Loads bbntCfm 0 ECh 0 0 0 0 17 Winter RnmidrficationLoad GaWay 0 0 18 Piping Load 0 19 Blower Heat 0 �MllAEDFmursion&Latent lubisl ue Migration Load 1529 697 Total Load Sum lines 13through 19 17462 15291 2151 5080 5647 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4id-wrig�htsoft- •��•®• �- ^--- 9d*SlWUrwaW2019190.15RSU2°619 May2007215 15 . ...Coles&Estimate PorrrdG MINTENTS LOMA9 Calc=MJB FrortDeorteoes:E PoP3 Weber and Crtahrt Right-J88 Form A Job: Lead L20-0283 °�+w�� u1 'STFL Data: may19,2020 Weber&Grahn W. RayNadeau 216EMata*ftMHMUMBays,N llWR=6M-728-n66F=631-18-1455 Emal: 1 MmeofRoom, 2 Running Feetof Exxmd Wall 20D� it O0 ftft 3 Ceiling Ft(R)and GrossWallArea(SqR) 90 ft 450.0 its 90 It 423.0 ft 4 RoomDlmensions(R)and Poor Pan Area(SgR) 15.Ox10.Oft 150D fe 16.Ox8bft 127.5 11= 5WlingSlope(Deg.)and GnmCeilingArea(SgR) 0 ° 2000 fe 0 170.0 ftz Type of Const, Panel FIiM Area or Btuh Area or B(uh FVoarrs Nmtber Faces Length Length Hg. a9. Healing S-Og L-09 Healing S-ag L-ag 6alV�/ I 12F-Osw n 4.55 1.48 50 225 73 0 0 0 �--Gtaz 4A5-2ov n 0.00 000 0 0 0 0 0 0 Wall 12F Osw a 4.56 1.48 0 0 0 0 0 0 laz 4A5.2of a 28.70 15.70 0 0 - 0 0 0 0 11 az 05-2of a 28.70 2190 0 0 0 0 0 0 az 4A5-2ov a 0.00 0.00 0 0 0 0 0 0 11P0 a 24.50 8.15, 0 0 0 0 0 0 all 12F-Osv s 4.55 1.48 0 0 0 0 0 0 la¢ 4A5-2of a 28.70 2121 0 0 0 0, 0 0 4A5-2ov s 0.00 0.00 0 0 0 0 0 0 ! ,Iaz ll 12FOsw w 4.56 1A8 135 323 105 0 0 0 az 4A5-2of w 28.70 37.39 0 0 0 0 0 0 az 4A5-2ofd w 28.70 37.39 64 1837 2393 0 0 0 4A5-2ov w 000 0.00 0 0 0 0 0 - 0 tI 12GOsw - 6.37 1.74 41 258 70 77 487 133 Door 11MD n 24.50 11.90 0 0 0 Cell 16Bfs0ad - 0.00 ODD 0 0 0 0 0 0 Ror 19A.Obslp - 000� 000 0 0 0 0 0 0 Ror 19"b9m - 0.00 0.00 0 0 0 0 0 0 Aor 19A-30� - 200 0.57 150 3DO 86 128 255 73 Infiltration Fleating load(Btuh) 0.31 631 0, 12 Sensible load(Bluh) ACH 22 95 Wp 0.16 0 - Latent Load(BUh) Intemal a Oocupantsat230and200Btuh 4 920 800 0 0 0 b Scenario number 0 1200 13 o DefauftAdjustmenis e CusbmAppliances 0 0 0 0 Raft 0 0 14 Subtotals Sum fines6through 12 3574 4625 742 1357 Duct ELF&ESGF 02;8 0.085 742 395 154 116 15 Loads �RG 60 51 16 Mentilation Loads W-tCfrn 0 ECfm 0 17 WiinterFlrmidificaticnLoad GaVOay 0 18 Piping Load 19 BlowerFleat 20 AED Bmrsion&Latent Nbisture Mgrallon Load 882 49 21 Total Load Sum lines 13 though 19 4315 5020 896 1473 _ Calculations approved byACCA to meet aU requirements of Manual J 8th Ed - wriightsofft- FightaikOUrivemal2Di919.t115RSU2ciG19Ak 2020May2D07'3215 Cdcs&EsBmatePodroGOEDINTBMLOAD.np Cde=WS FwDocrihm E N994 Weber and Grahn /R{i`�/�/Ihllt7 f Right-A@ FS��o>r�ri J1 Job: Lead L20-0283 a°n�nm°as-smrauxt� I'7175J Date: May19,2020 Weber&Grahn By. RayPdadeau - 216EMaiakHwy HamptarBays,NY11976ftrv631-7281166Fa:631-M1455 Emal:rayr@wab ax1galncan 1 NameofFloom fJLAFdA CL 2 Fauttvng Feetof Exoosed Wall 6.5 it 25 ft 3 Ce'ling Ht(R)andGrossWallArea(SgR) 9.0 ft 294.0 T 9.0 it 117.0 if 4ml3menslons(R)and RoorPlan Area(SgR) 1.Ox665ft 66.5 f12 25x4.Oft 10.0 lip 5 Ceiling Slope(Dag.)and Gross Ceiling Area(SqA 0 88.7 V 0 13.3 fe Type of Coast, Panel HFM Area or Bur Area or Btuh Evosure Number Faces Length Length HID. ag. Heating S-ag - L-qg Healing S-ag L-ag 6' all 12F-Own 4.55 1.48 0 0 0 0 0 0 laz 4A5-2ov n 0.00 0.00 0 0 0 0 0 0 all 12F Osav a 4.55 1.48 59 198 64 , 23 102 33 4A5-2of a 28.70 15.70 15 430 235 0 0 0 114A5-2of a 28.70 21.90 0 0 0 0 0 0 m1az 4A5.2ov a 0.00 0.00 0 0 0 0 0- 0 0 11N0 a 24.50 8.15 0 0 0 0 0 0 all 12F-Osw s - 4.55 1.48 0- 0 0 0 0 0 az 4A5.2of s -28.70 2121 0 0 0 0 0 0 az 4A5-2av s 0.00 0.00 0 0 0 0 0 "0 aIV)f 112F-0sw w 4.55 1.48 0 0 0 0 0 0 l -GIaz 4A5-2of w 28.70 37.39 0 0 0 0 0 , 0 4A5-2afd w 28.70 37.39 0 0 0 0 0 0 tz: 4A5-2ov w 0.00 OAO 0 0 0 0 0 0 tall12C49N - 6.37 1.74 41 124 34 3B 229 63 LDoor 11N0 n 24.50 11.90 21 515 250 0 0 0 Ceil 16B-50ad - 0.00 OAO 0 0 0 0 0 0 Ror 19"bsip - 0.00 0.00 0 0 0 0 0 0 Ror 19Mbsm - 0.00 0.00 0 0 0 0 0 0 Ror 19A-30bsip - 2.00 0.57 67 133 38 10 20 6 Ror 19A-30bwv - 200 0.57 0 0 0 0 0 0 infiltration Heabrng Load(Btuh) 0.31 200 77 Effect - WAR WAR -- 12 Sensible Load(Btuh) ACH 0.07 30 0.03 12 0.16 LalenrtLoad(Btuh) Internal a Owipantsat230and 200Btuh 0 0 0 0 0 0 b Soenado number 500 0 13 c DeaultAdjustnra is d CnstomApplianoss 0 0 0 01 e Plants 0 0 14 Subtotals Sum iines6ttttough 12 1B0 1112 429 109 Duct EH.F&ESGF 0208 0085 332, 95 89 9 4 15 Loads ]MGG 27 16 Wntilation Loads uentC7m 0 EClm 0 17 %kintarHnmidifioalionLoad coubay 0 18 Piping Load 19 Blower Haat 20 1 AED Excursion&Lalent Mmsture Mgrallon Load -40 -4 21 rTbil Load Sum limes 13 through 19 1932 1207 518 119 1 d Calculations approved DACCA to meet all requirements of Manual J 8th Ed. "�'�rilghtsofie 2020May20tT1�215 M .-.,°...... Rid#�et�UNva53171l1818,Ct'15RSUZ:ib79 Pc�B6 Cacs&EametamirdCMIPfOMLOAD.np Calc=WS RafDowfaoes E Weber and Grahn Pig ht-J$®F®nn A Job: Lead L20-0283 V1°`°mnM.fkm_wdMCc&A AHU11ST FL Data: May19,2020 Weber&Grahn Br RayNladeau 216 E Matak HWK Ha nplm Sys.W 11946 ftm 631-725-1165 Fac 6M-72S-1455 Small:rayr@webaadgafncun 1 Mme offmom LAV FOYER 2 fwnning Feetof Edd Wall 4.0 ft &0 ft 3 Wing R(R)and GrossWallArea(SgR) 9.0 ft 225.0 fe 9.0 ft 297.0 fl 4 RoomDimensions(R)and Floor Plan Area(SgR) 4.0x858 34D IF 8.Ox8.5ft 68.0 ft? 5 Ceiling Slope(Dog.))and GrossiDeilingAma(SgR) 0 45.3 ftz 0 90.7 it2 Type of Const, Panel F fM Area or Btuh Area or Btuh Fxcosure Number Faces Length Hg. dg. H sting Sag L-ag LengthHeating S-Cfg L-ag 6 all 12F-09av n 4.55 1.48 0 0 0 0 0 0 4A5-2ov n 0.00 OAO 0 0 0 0 0 0 all 12F-0sv a 4.55 1.48 36 164 53 72 168 55 !az 4A5-2of a 28.70 15.70 0 0 0 0 0 0 11 4A5-2of a 28.70 21.90 0 0 0 14 402 307 az 4A5-2ov a 0.00 0.00 0 0 0 0 0 0 r 111% a 24.50 8.15 0 0 0 21 515 171 all 12FOs6v s 4.55 1A8 0 0 0 0 0 0 laz 4A5-2of s 28.70 2121 0 0 0 0 0 0 az 4A5-2ov s OAO 0.00 0 0 0 0 0 0 12F-Osw w 4.55 ' 1.48 0 0 0 0 0 0 az 4A5-2of w 28.70 37.39 0 0 0 0 0 0 az 4A5-2ofd w 28.70 37.39 0 0 0 0 0 0 all 4A5-2ov w 0.00 0.00 0 0 0 0 0 0 a1VN I 1200w - 6.37 1.74- 0 0 0 0 0 0 �- r 11th n 24.50 11.90 0 0 0 0 0 0 Cell 16850ad - 0.00 0.00 0 0 0 0 0 0 Flor 19A-013V - ODD OAO 0 0, 0 0 0 0 Fior 19A-Obmv - 0.00 0.00 0 0 0 0 0 0 Ror 19A,30bsip - 2.00 0.57 34 68 19 0 0 0 Ror 19X30bsw - 2.00 0.57 0 0 0 68 136 39 infiltration Heating Load(Btuh) 0.31 123 246 Efifed WAR WAR 12 Sensible Load(Bluh) ACH 004 19 0.09 37 Latentload(Btuh) 0.16 Internal a Oomwntsat230and200Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c DefaultAdjustments d CustiAmApprrarces 0 0 0 0 e Plants 0 0 14 Subtotals Sumrines6through12 355 88 1467 588 Duct EFLFBE.SGF 0208 0.085 74 8 304 50 15 Loads ELG 14 27 16 Ventilation Loads Ventcrrn 0 ECfm 0 17 Winter HumidfirationLoad Gat/Day 0 18 Piping Load 19 Blowerlbat 20 AEDExcursion&Latent WislureMgrationLoad -3 -21 21 Total Load Sum lines 13 through 19 428 F. 1771 638 Calculations approved byACCA to meet ag t equirements of Manual J 8th Ed. "�'snrr6glrits 2026May200P.W6 W�tStit�Urivas�2019190.15 RS1.1�19 pig Calcs&Est1ffd8 NdrdGDE WT1ffYTSLQ4 jW Calc=WS FratDacrfaw E Weber and Gralm ft ht-l8®Foran A Job: Lead L20-0283 � WarftEaA.4nxftRM U11ST FL Data: MayI9,2020 Weber&Grahn %r RayNadeau 216EMwb3jkHwy,HanpbnW,M'11946R=63W28-1166Fac6M-r 1455 8=1•rayn@w&9andy*naam 1 Fame ofFbom STAIRSOPEN 2 F;LnningFeet ofEVosed Walt 17.0 ft 3 Calring R(R)and Gross WapArea(SqR) 9.0 ft 306.0 flz 4 •RDornDimenslons(R)and floor Plan Area(SgR) 8.5x85ft 72.3 1? 5 Calling Slope(Deg•))and GrossWIingArae(SgR) 0 96.3 fF Type of Cbrut., Panel HFM Area or BM Area or Btuh Evosrre Number Faces Hg. ag. Length F3ating S-ag L-ag FWng Sag L-Clg 6a19/11 12F4sw n 455 1A8 0 0 0 F----C�laz 4A5.2ov n OAO 0.00 0 0, 0 all '12FOs6v a 4.55 1A8 77 348 113 4A5-2of a 2B.70 15.70 0 0 0 11 laz 4A5-2of a 28.70 21.90 0 0 0 az 4A5-2cv a ODO 0.00 0 0 0 11N3 a 24.50 8.15 0 0 0 allll 12F-Ow s 4.55 1.48 77 212 69 I� az 4A5-2of s 28.70 2121 30 861 636 laz 4A5-2ov s ODO 0.00 0 0 .0 4az 12F-0sv w 4.5,5 1.48 0 0 0 4A5.2of w 28.70 37.39 0 0 0 4A5.2ofd w 28.70 37.39 0 0 0 4A5.2ov w ODD 0.00 0 0 0 V)Iafl 72GOsx - 6.37 1.74 0 0 0 T--Door 11NO n 24.60 11.90 0 0 0 Cell 16B-50ad - ODO 0.00 0 0 0 For 19A Obslp - 0.00 0.00 0 0 0 For 19A-0bsm OAO 0.00 0 0 0 For 19A-SObstp - 200 0.57 0 0 0 Ror 191-3obsnip - 200 0S7 72 144 41 Mfilbalion Fbaling Load(Btuh) fBTed 0.31 WAR 523 12 Sensible Load(Btuh) ACH 0.16 0.19 79 Latent Load(Btuh) tntemal a Ooatpanlsat23Oand200Btuh 0 0 0 b Scenario number 0 13 c DeFaultAdjusIments d CustomAppliances 0 0 e Plants 0 14 Subtotals Sum lines6ttuaugh 12 2088 1007 Duct EH-F&ESGF 1 0208 0.085 433 86 15 Loads ELG 29 16 Men6laUonLoads %rdCrm 0 ECfm 0 17 Winter Himidfica6onLoad GaUDay 0 18 PipingLoad 19 BlomrFleat 20 AED Excursion&Lanni Wisture Mgrabon Load 68 21 Total Load Sumlinesl3ffttough19 2521 7093 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w_rightsoft^ 2=May,2007.3215 Fikfit&it�JUdves�2019190.75RSU2i619 P�W7 ...Calcs&Esani,laPaciroMMItYiWMLAt4DAp Calc=MJ8 FnrtDoorfaoew E Weber and Grahn A Form -Worksheet A Job: LeadL20-0283 WeT-ftm ft Bog-mdra&aPxdgH�J9 1STFL Date: May19,2020 By: RayNadeau Weber&Grahn 216EMorbhHwy HwoonBays,NY11946R=MW23.116SFacfit-7W455 5na7.raja@wft3j atnoom Supporting Detail Project Name: GOED INTENTS LOAD Date: May 19,2020 Address: 355 Summer Lane,Southold,NY 11971 Phone: 631-871-8676 Job ID: Lead L20-0283 Worksheet A Location and Design Conditions Weather Location: Long Island MacArt,NY,US Elevation= 98 Latitude= 41 Indoor Conditions,Heating: DB= 70 OF RH= 50% Indoor Conditions,Cooing: DB= 75 OF RH= 50% Table 1 Conditions 99%DB= 0 OF 1%DB= 95 OF Grains Difference= 18 grAb Daily Range= L —7Design Temperature Differences HTD= 70 OF CTD= 20 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. WOri[JFtitPJgltaiteVUdmsd2D191aal5R9U235M 2�May�2D073217 Caas&Edmat9Pddn0M1NrMLMRV Cdc-MJB FratDoorbom E Weber and Grahn Project Summa Job: Lead L20-0283 ANU2 2ND FL - 13�` Rayer e°�° We hWU the Heat-end Fu lie Rag Weber&Grahn 216E.Marta*Hwyt HamPtMBUA NYIIM t M 63172&1166 Fa.0 63177&1455 Foal:myr@weeaagain=-- ® m lnf- ® a For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 -Notes: Weather. Long,lsland MacArt,NY,US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 20 OF Da.y range L Relative humidity 50 % Moisture d'rfference 18 grfib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12485 Btuh Structure 7835 Btuh Ducts 3197 Bluh . Duds 2479 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) idtion 0 Btuh B (vver e ) 0 Btuh Equimp683 ment load 15S h Use manufacturer's data n Ratelswin mulI��pIter 1.00 Infiltration Equipmenise a I-load 10315 Btuh Method Simpfified Latent Cooling Equipment Load Sizing Construction quality Semi titht Fireplaces . 0 Structure 1474 Btuh' Ducts ntralvent(Odm) 220 Btuh Bluhh Heat, Colli (none) Area(tt) 842 84 Equipment latent load 1703 Btuh Volume(M) 6956 6956 Air changesihour 0.37 0.20 Equipment Total Load(Sen+' 12018 Btuh Equiv AVF(dm) 43 23 Req.btal capaaty at 0.70 SHR 12 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosh Thermotechnology Corp. Trade BOSCH , Trade BOSCH Model BMS500-AAS018-lCSXHB Cond 13MS500-AAS018-1CSXHB AHRI ref , 204014466 Coil BMS500-AAU018-1AHCXB AHRI ref 204014466 Etilaency 10.5 HSPF Efficiency 12.5 EER,20 SEER Heating Input Sensible cooling 11200 Btuh Heating output 18000 Btuh @ 47OF Latent cooing 4800 Btuh Temperature rise 31 OF Total cooling 16000 Btuh Acdualair low 533 cfm Actuatairilow 533 cfm Airflow factor 0.034 cImfBtih Airtlowfador 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Cape*balance point=9°F Load sens�le heat ratio 0.86 Backup:Bosch Thermotechnology Corp ,Input=4 kW, Output=14672 Btuh,100AFUE scrdrra�� r�evee„�,uarryo�rt Calculations approved byACCA to meet all'requirements of Manual J 8th Ed. `- ww1gRigf6lit�"Utia85ai3?1819Q15RSy?�579 p�B3 _.CaItsBEsdmaePAdrOGMMENTSI.4ADnp CE1c=MJ8 FmotDovlbDem E Weber and Grahn Load Short Form Job: LeadL20-0283 WehMUQwBM"aadF1`9°P' AlyU2 2111D FL Oft May19,2020 By: RayNadeau Weber&Grahn 216EMaiakHwy,Hm mBxAW11WRxwMW23-1166Faa=728.9456 Emal:wn@wMmwWnc= Project Informa.tion For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 Design • • Htg Ctg infRration Outside db(°F) 0 95 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 70 20 Fireplaces 0 Daily range - L Inside humidity(°/a) 50 50 Moisture difference(gr/fb) 51 18 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make , Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BMS500-AAS018-1CSXHB Cond BMS500-AAS018-1CSXHB AHRI ref 204014466 Coil BMS500-AAU018-1AHCXB AHRI ref 204014466 Efficiency 10.5 HSPF Efficiency 12.5 EER,20 SEER Heating input Sensible cooling 11200 Bbuh Heating output 18000 Btuh @ 47°F Latent c coling 4800 Btuh Temperature rise 31 OF Total cooling 16000 -Btuh Actual air flow 533 crm Actual air flow 533 dirt Air flow factor 0.034 cfm/Bbuh Air flow factor 0.052 c1m/Btuh Static pressure, 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=9 OF Backup:Bosch Thermotechnology Corp. Input=4 kW Output=14672 Bich 100 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (dm) ON BEDRM#2 142 1624 1228 55 64 MASTER BED 200 4522 3666 154 190 MAST W IC 74 1652 479 56 25 CL#2 16 29 23 1 1 CL#3 18 231 74 8 4 BEDIRM#3 149 3700 2886 126 149 MAST BATHRM 72 ' 892 458 30 24 UPPER STAIRS 71 1573 746 53 39 HALLWAY 51 90 72 3 4 UPPER BATHRM 52 1370 683 47 35 BordrdaPcvaruaslknebeen�rsnuafry°verric&fa� Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - -wright�Tt° �ors215 „„,.„,pd.,,,,,.,,,-A RI�f,51ft6®Udvasg2D191941SR�J�9 Paga4 CaIcs&Es0wd9PddrdG=UJ18JT^L0AD.ap Cal°=UB FmdDoorfaoes:E AHU2 2ND FL 845 15683 10315 533 533 Other equip loads 0 0 Equip.Q 1.00 RSM 10315 Latent cooling 1703 TOTALS 845 15683 12018 533 533 Boldlf�k rams haneheen manea9yo►eniahHn Calculations approved byACCA to meet all requmements of Manual J 8th Ed. wrightsyoft® � WWUdM5d 2019191MRS 233 �MaY,2D0T.3215 Celcs&EsUmebPW4GOE)INTENTS L=.rq) Calc=W8 FratDwrfam E 5 Weber and Grahn Building Analysis Job: Lead L20-0283 We7nmallaNBeg-Lid Fix MaRWAHU2 2ND FL Date: NMay19,2020 By. RayNadeau Weber&Grahn 216 E Msriak Hwy,HamplcnBays,NY 11946 Rue 631-72&1766 Fac 63028-1455 Email:w @wdwm#*nmm ® ® f For. Goed Intents,LLC 355 Summer Lane,Southold,NY 11971 Phone:631-871-8676 i - ® �Pnditbqns.r, Location: Indoor Heating Cooling Long Island MacArt,NY,US temperatureDe�nl' (° ) (OF) 70 70 Elevation: 98 ft Latitude: 41 ON Relative hum idit)+(% 50 50 Outdoor. Heating Cooling Moisture difference()grub) 50.6 17.6 Dry bulb(°F 0 95 Infiltration: Da' range OF) - 15 ( L ) Method Simplified We �� a - 72 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Component BtuhfiF Btuh %of load Walls 4.5 3916 25.0 Glaang 32.9 3680 23.5 wad pacts Doors 0 0 0 Ceilings 1.4 , 1182 7.5 ,>> Floors 7.9 381 2.4 Infiltration 3A 3325 212 Duds 3197 20A PipinHumidification 0 0 r,, \Infiltration Ventilation 0 _ p e ° Ad''ustments 0 Total 15683 100.0 cerlvrgss Floors ee • Component Btuh/fe Btuh %of load Walls 1.5 1275 12A Walls\ /internal Gains Glazing 322 3597 34.9 Doors 0 0 0 Ceilings 1.1 971 9A „ Floors 2.3 109 1.1 Infiltration 0.5 503 4.9 ucts Duds 2479 24.0 Venfi1ation 0 0 :k x<: Glazing I rl gains 13 0 13A r AdOther 'ustments 0 i , infiltration T�I 10315 100.0 Ceilings Latent Cooling Load=1703 Btuh Overall U value=0.075 Btuhfffl°F Data entries checked. Bol�itarlcwfireshar�trePnrrlanuaUyo+rtrrfdd� -� wrht—ftp Ri tSiit�Uriresal2D19180.15RSU2 79 �2 May�0'T:3215 –4;. vranm.+ww..yc...MY N903 Cales&Es11m*amciroG0EDIM"8MlX=.W Calc=Wl) FrutDoorfax&E Weber and Grahn � Job: Lead L20-0283 �hf�BO Form J1 ��•�`��"� AHU2 moi®FL. Date: May19,2020 By: RayNadeau Weber&Gratin 216EMataukHwy,HamptonBays,W11946Rata63t-72&1166F=0-725.1455 Email:rafrQwebeaxWncCm 1 Mme ofRoom AI-11.122NDFL BEDFaN#2 2 FdmningFeetofEvosedWag 118D ft 10.5 ft 3 WlingR(R)and GrossWallArea(SgR) 82 ft 2976.4 fP 8.0 it 384.0 fF 4FbomOmensions(R)and RoorPlan Araa(SgR) 844.5 iF 13.5x105ft 141.8 iF 5 WlingSlope(Dog.)and Gross Wring Area(SgR) 0 ° 844.5 fF 0 1418 iF Typeof Cant, Panel HiM Area or Bich Area or Btuh EN-ure PLmber Faces 1-10• a9• Heating S-ag L-ag Heating S-1019 L-qg 6 %f! 12FOsN n 4.55 1.48 238 1008 328 84 - 314 102 laz 4A5-2ov n 32.90, 15.36 15 494 230 15 494 230 aazaa 12FOsw a 4.55 1.48 236 874 285 0 0 0 4A5.2of a O.00 0.00 0 0 0 0 0 0 4A5-2of a 0.00 0.00 0 0 0 0 0 0 4A5-2ov a 38.59 44 1443 1693 0 0 0 r 3290 11ND a 0.00 0.00 0 0 0 0 0 0 aIV�! I 12F-0sw s 4.55 1.48 249 1026 334 0 0 0 1`---431azaz �� s 0.00 0.00 0 0 0 0 0 0, 4A5-2ov s 32.90 22.41 ' 23 757 515 0 0 0 all 12F-Osw w 4.55 1.48 252 1010 329 0 0 0 laz 4A5-2of w ODO 0.00 0 0 0 0 0 0 laz 4A5-2oki w 0.00 0.00 0 0 0 0 0 0 laz 4A5.2ov w 32.90 38.59 30 987 1158 0 0 0 all4l I 12C-Osw - 0.00 0.00 0 0 0 0 0 0 � oor 11PD n 0.00 0.00 0 0 0 0 0 0 Cell 1613,50ad - 1.40 1.15 845 1182 971 142 198 163 For 19Mb* - 8.38 2.39 14 119 34 0 0 0 For 19A-0bsm - 7.76 222 34 262 75 0 0 0 For 19A-30bslp - 0.00 0.00 0 0 0 0 0 0 For 19A-30bmv - 0.00 0.00 0 0 0 0 0 0 Infiltration gating Load(BWh) 0.37 3325 287 Effect 12 Sensible Load(Btuh) ACH 1..00 503 0.09 43 02D LatentLoad(Bbuh) 274 Intemal a Oocupanlsat230and 2DpBtuh 6 1380 1200 2 460 Opp b Scenario number 0 0 13 c DefaultAdjustments 11 e Plants Appliances 0 0 0 0 0 0 14 Subtotals Sum lines 6 through 12 12485 7835 1474 1293 933 Dud 25 EFLF&ESGF 06 0.316 3197 2479 331 295 15 Loads ELG 229 _ 38 16 46nGlation Loads VentCfm 0 ECfm 0 0 0 0 17 'Winter HimidrficationLoad Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AEDExcursion&Latent WbistureNgrafionLoad p -.6 21 Total Load Sum lines 13 through 19 15663 10315 1 1703 1624 1228 Calculations approved kyACCA to meet all requirements,of Manual J 8th Ed. - � wr/ghtsotrt^ Po Unues�201918Q15RSt1236i9 20 Aa�200/3215 ...1 adcs&EstimatePocIver- ®INTENTSLOADn4 Calc=W8 FrartDoorfams:E �8 Weber and GrahnR! h�.,,J$®Form J1 Job: Lead L20-0283 w�>nmuweas-md u�wr w Right-A@ 2ND FL Date: May19,2020 Weber&Grahn W. Raymcleau 216EMori3LkftFla OMB3y%WllMRnna6M-7a116BFac6M42E&14M Emayl:rayn@wdraardgalncom 1 Uwe ofFbom MASTERBED MA,STWIC 2 Running Fbetof Exposed Wall 3 CeilingR(R)and GrossWallArea(SgR) 90 ft 213.5 ft 513.0 fl? 8.0 ft 19.0 fl 304,0 T 4 Room l]merlsions(R)andRoorRan Area(SgFl) 16.0x12.5ft 2000 fl' 13.5x55ft 74.3 fF 5 Ceiling Slope(peg.)and Gross Ceiling Area(S1FU 0 2000 fl 0 74.3 fl= Type of (bnsL. Panel HTM Area or Btuh Area or Bbjh Exposure PLmber Faces - Length Length Hg• - Clg. Heatinrg S-Ig L-,Cg Fleating S-ag L-ag 6 Vt!all 12F ow n 4.55 1.48 0 0 0 44 200 65 az 4A5-2ov n 32.90 15.36 0: 0 0 0 0 0 all 12F-0sry a 4.55 , 1.48 0 0 0 0 0 0 az 4A5.2of a 0.00 0.00 0; 0 01 0 0 0 11 az 4A5-2of a 000 000 0 0 0 0 0 0 4A5-2ov a 32.90 38.59 0 0 0 0 0 0 L-Door 11w a 000 000 0 0 0 0 0 0 all 12FOsw s 4.55 IIA8 113 444 144 0 0 0 laz 4A5-2of a 0.00 0.00 0 0 0 0 0 0 az 4A5-2ov s 32.90 2241 15 494 336 0 0 0 Wag 12F=0s6v w 4.55 1.48 144 519 169 108 491 160 4A5-2of w 000 0.00 0 0 0 0 0 0 laz 4A5-2ofd w 000 0.00 0 0 0 0 0 0 az 4A5-2ov w 32.90 38.59 30 987 1158 0 0 0 all 12Usw - 0.00 000 0 0 0 0 0 0 1111) n 0.00 0.00 0 0 0 0 0 0 Ceil 1613-50ad - 1.40 1.15 200 260 230 74 104 85 Ror 19A-0bstp - 8.38 2.3.9 0 0 0 0 0 0 Ror 19P Obsm - 7.76 222 0 0 0 0 0 0 Ror 19A-30bstp - 0.00- 0.00 0 0 0 0 0 0 Ror 19A-30bswp - 0.00 0.00 0 0 0 0 0 0 Infiltration Fleating Load(Btuh) 0.37 877 520 Effect WAR WAR 12 Sensble Load(Btuh) ACH 020 026 133 0.16 79 Latent Load(Btuh) Internal a 0mrpanlsat230and200Btuh 2 460 400 0 0 0 b Scenano number 0 0 13 c Oe(auNAdjuslments d (istomAppliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3600 2785 1315 364 Duct EHF&ESGF 0 256 0.316 922 881 337 115 15 Loads , ELG 54 20 16 Ventilation Loads Wnta, 0 Earn 0 17 WinterHumidficationLoad GallDay 0 18 Piping Load 19 Blower Heat 20 AEDBcursion&LatentNbislureMgrationLoad 154 -26 21 Total Load SL- aum lines 13 through 19 4522 3666 1652 479 Calculations approved byACCA to meet all requirements of Manual J 8th Ed wrIgfttrScxTt- 2�May2007 215 ...�.. ftt�t;�itd�Unaesa12019190.15RSU�i579 p9 Calcs&E0MaleFfck0(XMlNfBMU ADrtp Calc=W$FnartDoorfaoes E Weber and GtahnRI ht-J80 Form A Jab: Lead L20-0283 V„�&.�.drud.R. va 2ND FL Date: May19,2020 Weber&Crahn ev: RayMcleau 216E Matak Hwyt Hampton Begs,W 11946 roans 631-72&1166 Fac.631 1455 Email: 1 Nameoffbom CL#2 CL#3 2 tlmrung Feetof E>rposed Wall 0 ft 2.5 ft 3 CokingR(R)mid GrossWallArea(SgR) 8A ft 144D f2 8.0 A 1520 11? 4 FaoomDimensions(R)and Poor PlanAres(SgFt) 6bx25ft 16.3 fl? 7.Ox2.5ft 17.5 ftz 5 Ceiling Slope(Deg.)andGrossCellingAna3(SgF}) 0 ° 16.3 fly 0 17.5 fe Type of CbrsL, Panel HIM Area or Bbih Area or Btuh Emma Number PaoesLero Fig. - ag. Heating sag L-ag Length Healing S-ag L-ag 6 VE! --G I 12F.Osw n 4.55 1AB 0 0 0 20 91 30 az 4A5-2ov n 32.90 15.36 0 0 0 0 0 0 ItIF 12F-Osw a 4.55 1.48 0 0 0 0 0 0 4A5.2of a ODD 0.00 0 0 0 0 0 0 1 i 4A5-2of a 0.00 0.00 0 0 0 0 0 0 4A5.2ov a 32.90 38.59 0 0- 0 0 0 0 11117 a 0.00 0.00 0 0 0 0 0 0 all 12F-Os6v s 4.55 1.48 0 0 0 0 0 0 laz 4A8-2of s 0.D0.00 0 0 0 0 0 0 laz 4A5.2ov s 32.90 2241 0 0 0 0 0 0 aall 12FOsw w 4.55 1A8 0 0 0 0 0 0 4A5 2of w Om0.00 0 0 0 0 0 0 4A5.2ord w 0.00 0.00 0 0 0 0 0 0 4A5-2ov w 32.90 38.59 0 0 0 0 0 0 all 12G09nr - 0.00 0.00 0 0 0 0 0 0 r 11ND n 0.00 0.00 0 0 0 0 0 0 Coil 16B-50ad - 1.40 1.15 16 23 19 18 24 20 Plot 19A-Obsip - 8.38 2.39 0 0 0 0 0 0 Ror 19A-Obsm - 7.76 222 0 0 0 ' 0' 0= 0 Ror 19A-30bstp - O.OD 0.00 0 0 0 0 0 0 Ror 19A-Mbsm O.OD 0.00 0 0 0 0 0 0 WltrAon HedngLoad(BWh) 0.37 0 68 Elfed WAR WAR 12 Sensible Load(Btuh) ACH 0 0 0.02 10 020 La9erALoad(Btuh) Internal a Oompantsat230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c DdfaultAdlustments d OisbrnAppliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines611vough 12 23 17 184 56 Duct El LF&ESGF 1 0.256 0.316 6 6 47 18 15 toads ELG 4 5 16 lkntilation Loads Vandarn 0 ECrm 0 17 Winter HumiditcdonLoad GabDay 0 18 Piping Load 19 Blowsr Float 20 AED Emmrsion&Latenttvbiehrre Mgraton Load -1 .4 21 Total Load Sum lines 131hmugh 19 29 23 231 74 Calculations approved byACCAto meet allrequirements of Manual J 8th Ed. wr gl tt 9o�t A IP Pogtajt0Uni..d2 19190.15R,�it 2W9 �RIP 15 AMN -Caics&EdffrAapicis� 3MlNMTiSWADnp Calc=UM RatDcorWes,E Pa�10 Weber and Grahn Right-J80 F®1717 A Job: Lead L20-0283 AHU2 2ND FL Date: May19,2020 Weber&Grahn Br. RayNadeau 216E Mortak Hwy,Hampton fts,W11916Rima:63172 llffi Fac 0-Tffi-1455 Evil:rdjn@wd)aa*jatnoan 1 NarneofFmom BEDRM#3 M4Sf BAIIII i 2 Running Feetof Exposed Wall 25.5 A 6.0 8 3 Coiling H(R)and Gross WallArea(SqR) 8D 8 3920 82 6.0 It 266.0 IF 4 0omCimensons(R)and RoorPlan Area(SgR) 13.5x1108 148.5 IF 12.0x6.08 72D fF 5 (oiling Slope(Deg.)and Bross Ceiling Area(SqR) 0 148.5 fF 0 72.0 fF Type of Const, Panel HIM Area or Btuh Area or Btuh Exposure Number Faces ay. Length ung S-019 L-ag Length Heafing S-ag L-ag H9. 612F Osw n 4.55 148 88 400 130 0 0 0- �aaz 4Afr2ov n 32.90 15.36 0 - 0 0 0 0 0 all 12ROsw a 4,55 , 1.48 108 355 116 0 0 0 az 4A5-2of a 000 0.00 0 0 0 - 0 0 0 11 4A5.2of a 000 0.00 0 0 0 0 0 0 4A5-2ov a 3290 38.59 30 987 _ 1158 0 0 0 11N0 a 0.00 ODO 0 0 0 0 0 0 ail 12F Osw s 4.55 1.48 a 36 12 48 182 59 az 4P5-2of s ODD ODO 0 0 0 0 0 0 az 4A5.2ov s 3290 2241 0 0 0 8 283 179 all 12F Osw IN 4.55 148 0 0 0 0 0 0 az 4A5.2of w 0.00 0.00 0 0 0 0 0 0 Ftaawzl 4A5-2ofd w 0.00 ODO 0 0 0 0 0 0 4A5.2ov w 3290 38.59 D 0 0 0 0 0 ai141 I 12C-Osw - 0.00 ODO 0 0 0 0 0 0 t--�bor 111N0 n 000 0.00 0 0 0 0 0 0 Cell 161350ad - 1.40 1.15 149 208 171 72 101 83 Ror 19A-0bstp - 8.38 239 0 0 0 0 0 0 Ror 19A•Obsm - 7.76 222 34 262 75 0 0 0 ROT 19A30bstp - 0.00 0.00 0 0 0 0 0 0 Ror 19A30bsm - ODO 0.00 0 0 0 0 0 0 friMbation Heating Load(Btuh) 0.37 698 164 Effect WAR WAR 12 Sensible Load(Bhih) ACH 021 106 OD5 25 - Latent Load(Stuh) 020 Internal a Ccatpanlsat230and 2ODBtuh 2 460 400 0 0 0- b Scenario number 0 0 13 c DefaultAd)ustments d CustomApp0ances 0 0 0 0 e Plants 0 0 14 Subtoiais Sum linas6 through 12 2946 2192 710 348 Dud EHLF&ESGF 0256 0316 754 694 182 110 15 Loads ELG 40 20 16 Wallation Loads vetCfm 0 ECiin 0 17 WiinterH r ildi6rption Load GabVay 0 18 Piping Load 19 Blower Heat 20 AED Excursion&Lateriftislure Mgration Load -35 2 21 Total Load Sum lines 13 through 19 3700 2886 892 458 CalcuMons approved byACCA to meet all requirements of Manual J 8th Ed. -�-wrlgi�t9o� 211�May�07�215 ,..Catc;iEsHinate PddrtkGOED INTEMfWADrip C c=MJ8 RWDocftw E P4pa11 Weber and Gtahn ght-A@ Form A Job: Lead L20-0283 A41o�99¢B,!-dF OePet AHU2 2ND FL Date: May19,2020 Weber&Grahn E►: RayMadeau 216ENIot3*Hwy,Ham¢mBaps,NY119MRnreWI-723i166Fac631T&1455 Email: QweboadUdnarn 1 Name ofRxn UPPERSIAIRS HALLWAY 2 Ruining RetofEmosedWall 15.0 ft 0 ft 3 CeiTmgR(FgandGrossWallAma(SgR) 8.0 ft 296.0 ftl 8.0 it 284.0 fI2 4 Room Dimerdons(R)and Floor FlanArea(SgFl) 1.Ox71.Oft 71.0 f 1.Ox510ft 51.0 fF 5 WI ing Slope(Dreg.)and Gross Ceir'mg Area(SqR) 0 ° 71.0 flz 0 51.0 ft Type of (bnst, Panel HIM Area or Btuh Area or Btuh Ferre Number FacesLength Ctg._ Length hleatirg SCIg L-ag Heating s-ag L-Ig 6 all 12FOsw n4.55 1.48 0 0 0 0 0 0 " az 4A5-2ov n 32.90 15.36 0 0 0 0 00 afl 12FOsw a 4.55 IAB 52 205 67 0 0 0 4A5.2of a ODD ODD 0 0 0 0 0 0 11 az 4A5.2of Is ODD ODO_ 0 0 0 0 0 0 az 4A5-2ov a 32.90 38.59 7 228 268 0 0 0 r 11ND Is 0.00 0.00 0 0 0 0 0 0 all 12F-Ow s 4.55 148 68 309 101 0 0 0 Iaz 4A5.2of s 0.00 ODD 0 0 0 0 0 0 az 4A5-2ov s '32.90 2241 0 0 0 0 0 0 Vif.all 12FOs6v w - 4.55 1.48 0 0 0 0 0 0 4A5.2of w ODD 0.00 0 0 0 0 0 0 4A5-2ard w 0.00 ODD - 0 0 0 0 0 0 az 4A5-2ov w 3290 38.59 0 0 0 0 0 0 aIV}I I 12C-Uaa - 0.00 ' 0.00 0 0 0 0 0 0 LDoor 11ND n ODD ODO 0 0 0 0 0 0 Cell 16B-50ad - 1.40 1.15 71 99 82 51 71 59 For 19"bstp - 8.38 229 0 0 0 0 0 -0 For 19A Dbswp - 7.76 2.22 0 0 0 0 0 0 For 19A30bstp - ODD ODD " 0 0 0, 0 0 0 Aor 19A-30bsym - 0.00 ODD 0 0 0 0 0 0 Infiltration Haaling Load(Btuh) 0.37 410 0 -' l3fed WAR WAR 12 Sensible Load(Btuh) ACH 0.12 62 0 0 02D Latent Load(Btuh) Internal a Occupants at230and 2DOBtutr 0 0 0 0 0 - 0 b Sommtio number 0 0 13 c DefaultAdjustments d CUstomAppriances 0 0 0 0 e Plants 0 0 14 Subtotals Sumfines6through12 1252 _ 567 71 55 Dud ULF&ESGF 0256 0.316 321 179 18 17 15 Loads 0.G 19 14 16 Wntilation Loads W tam 0 ECfm 0 17 WmlerRmridlfirationLoad GaIDay 0 18 Piping Load 19 Blower Heat AEDFxursion&LatenAtMisture Mgration Load -12 -4 21 1 Total Load Sum lines 13through 19 T 1573 746 90 72 Calculations approved DACCA to meet an dents of Manual J 8th Ed. r mw� -Iij-vwwrI6hrsc3, 2MDMvj20073215 -Calcs&l-sSm�Gr000F0INTHJTSI.OADAv CAcc=K181Pac�12 FrutDoorfa=E Weber and G2ahn Pi ht-JB@ Form A Job- Lead L20-0283 w°["OftB"-emwftp.A A U2 2N®FL Date: May19,2020 Weber$Grahn BY R3yMdeao 216EMatakHwy,Hampta,BaysW11946Rn[e:6317?811613Fac 631-71&1456 Emil: 1 Name ofRnom UPPERBATHFU 2 ,MriningFeetofEnq)osedWall 11D ft 3 Ceiling R(R)and Gross Wallkea(SqM 8D ft 240D it? 4 FmomOmensions(R)mid RoorPlan Ares(Sft) 9sx5bft 52.3 W 5 Ceiling Slope(Deg)and Gross CeilingArea(SgR) 0 52.3 IF. Type of Cons", Panel KfM Area or Btuh Area or- Btuh Exposure Number Faces � ag. Length ung s-ag L-ag Length Fixating S-09 l-ag 6 Vlfali 12F-Oars n 4.55 IAB 0 0 0 az 4A5-2av n 3290 15.36 0 0 0 U 12F-Ow a 4.55 1.48 76 314 102 fez 4A5-2of a ODD ODO 0 0 0 11 taz 4A5-2of a ODO ODO 0 0 0 laz 4A52ov a 3290 38.59 7 228 268 r 1110 a 0.00 0.00 0 0 0 Wall 1217.0sw s 4.55 1.48 12 55 18, E.az 4A5.2of s 0.00 0.00 0 0 0 az 4A5-2ov s 3290 2241 0 0- 0 Wall 5-2of w 4.55 1.48 0 0 0 445-2of w 0.00 0.00 0 0 0 az 445-2afd w 040 0.00 0 0 0 4A5-2ov w 32,90 38.59 0 0 0 aIW 1 12GOsw - 0.00 0.00 0 0 0 L-Door 11N0 n 0.00 0.00 0 0 0 Cell 16B,50ad - 1.40_ 1.15 52 73 60 For 19AFObslp - 8.38 2.39 14 119 34 For 19A-Obsm - 7.76 272 0 0 0 For 19A-30bstp - 0.00' 0.00 0 0 0 Ror 19A-30bswp - 0.00 0.00 0 0 0 Infiltration FleatingLoad(Btuh) 0.37 301 Effed WAR -- 12 Sensible Load(Btuh) ACN 0.09 46 LabentLoad(Btuh) Irnffimal a Occupantsat230 and 200 Btuh. 0 0 0 b Scenario number 0 13 c DefaultAdjusbnents d CuslomAppliances 0 0 e Plants 0 14 SubkAWs Sumfines6thmughl2 1090 519 Dud E-LF&ESGF 1 0256 0.316 279 164 15 Loads ELG 14 16 45ntflabon loads \k tCfm 0 Eam 0 17 WiinterHumidficationLoad Galley 0 18 Piping Load 19 Blower Heat 20 AEDBcaursion&LatentMblstureMigrationLoad -9 21 Total Load Sum lines 13thmugh 19 1 1370 683 Calculations approved DACCA to meet all requirements of Manual J 8th Ed. ZOMayQW:3215 R1g1t,S�it9�Uri�es�?D1919O 15RSUZ'b79 RV 13 _Cdcs&tstimalaFdardGOEDINIUCSLOADnp Calc=MM FmrtDaarfaoes:E Weber and Grahn J 1 Form -Worksheet A Joan. Lead L20-0283 WebLvatheBeg-and FixffieR I - Dube: May19,2020 AHU2 2ND FL By. lbyNadeau Weber&Grahn 216,E Monlak ft FWnptonB?A W 11WRVm 631-723.1166 Fax 631-7751455 Dw-L RfflC&wy�C= Supporting Detail Project Name: GOED INTENTS LOAD Date: May 19,2020 Address 355 Summer lane,Southold,NY 11971 Phone: 631-871.8676 Job ID: Lead L20-0283 Worksheet A Location and Design Conditions Weather Location: Long Island MacArt,NY,US Elevation= 98 1 Latitude= 41 Indoor Conditions,Heating: DB= 70 °F RH= 50% Indoor Conditions,Cooing: DB= 75°F RH= 50% Table 1 Conditions 99%DB= 0 OF 1%DB= 95°F Grains U Terence= 18 grAb Darr Range= L Design Temperature Differenoes HTD= 70 °F CTD= 20 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriglttsoti V.Wt" Fr4ia1te9Uri+msa M191fl015RWWM �3 �' w4N/mWNn.mu.HW _.CaIcsBE*nmtePddrdCQWIMeMLQADAV Cdc=KB RaitDoorfwm E SURVEY OF LOT 14 MAP OF BAYSIDE TERRACE FILE No. 2034 FILED MARCH 11, 1953 40P SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-12 SCALE 1 =40 NOVEMBER 22, 2019 t" O DECEMBER 9, 2019 ADD LAWN OFFSETS �CIAG O�F<<IiyG 3 U�i�/fr2 JULYN6,2020REVISEO PROPOSED DECK O �� 0.27 5 a c. 37.9s 64."4,y o'-' AREA = 12,000 sq, ft. Lp?, 6 OO � ��NG<FNc � cFSsp°o4 CERTIFIED TO: p _0 Sq FtTs m �, O cFSSp 0p k�o� o GAIETRIE BALLI °0<� W W �'F��Q \/ o Q cFSS .�� 20Q.� FIDELITY NATIONAL TITLE INSURANCE COMPANY W W �Y •Y � O �V O p°O< V.' N a a s, a y NOTES: 34.8 RI�F{yq ° 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM 3 1.5 lO E.6.. 3 EXISTING ELEVATIONS ARE SHOWN THUS: XX.X a 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. + °' OFS5p0 1 TANK; 8' LONG, 4'-1" WIDE, 6'-7" DEEP � :.'"' e- �� X ° 3. MINIMUM LEACHING SYSTEM FORA 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. O S Sts r�r ��/�:.."' piQ 4 O�S�C/= :; J ,3, /' �..: Q' ""' e �� ,• � � Q �PROPOSED EXPANSION POOL R)W� ::`::: � PROPOSED LEACHING POOL :::::: .:::: fY ➢FS:•:h{Q :.'?;..::. ;. :, PROPOSED SEPTIC TANK CONC Rf 4.6 0 ::;::i :.�1'3: ':ii ' a. �cFS L CFS °N ti SCF y�.Gi tf. .::;•:'6,: `:5tt ? ?is.:`` :`:i:i ?`:`':... •. ` Sp004 OT 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 5p004 �� ; -4 C;0 L ) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. D O 42.8 ��'''•:: a HNS �F<<iyC V' �, r c ' FrioN DRAINAGE SYSTEM CALCULATIONS: N 0 N DRIVEWAY AREA: 1,000 s ft. q. {yF 1,000 sq. ft. X 0.17 = 170 cu. ft. << 30�, - T ,M aa' Q y �� 170 cu. ft. / 42.2 = 4' vertical ft. of 8' dia. leaching pool required � OV) �� PROVIDE () 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE v F W ROOF AREA: 1,450 sq. ft. 3. 'IV °.• e, p 2 1,450 sq. ft. X 0.17 = 247 cu. ft. \J y 247 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required �0 0 J. PROVIDE (1) 8' dia. x 8' high STORM DRAIN POOL STORMWATER MANAGEMENT NOTES: 40 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION T 0 J2o v1 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARINGowF<<iHO� c,� �Q X� AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ooz 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 100e •° e' " o U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING ^;' AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS a TEST HOLE DATA OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL X�, DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 22, 2019) TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE -"oa� EL. 35.0' v2�� o SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE DARK BROWN LOAM OL SCREEN IS REMOVED. 1, 3. PRIOR TO THECOMMENCEMENTOF ANY CONSTRUCTION ACTIVITIES, ` A CONTINUOUS ROW OF S'T'AKED STRAW OR HAY BALES SHALL " �; EIRCWN LOA-11 O BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT U�� 2.5' SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES W SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS F<< PALE BROWN FINE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED To MEDIUM SAND SP AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE 14' OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES tv PALE BROWN SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVEDEL. 17.2' 17'COARSE SAND SP UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. ��, 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. (� o`O C) EL. 4.0 I I 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. '�J J r h O HIGHEST EXPECTED GROUND WATER 30.8' 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ry o TEST WELL No. USGS 410234072243601 S 53328.1 ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 0� FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE 50'MIN. OR TO BE SUFFICIENT ONSITE TYPICAL STORMWATER UNIT VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO KEEP SEDIMENT ON SITE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING I NAY LwLFs AND/DR (Tops To 8E TRAFFIC BEARING) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION SILT FENCING (NOT TO SCALE) AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA CAST IRON INLET FRAME&COVER(FLOCKHARi X63518 TYPE 6840) FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER o I "� B•TRAFFIC BEARING SLAB V-0. THAN 1 SQUARE FOOT IN SIZE. Q __ ---------------- 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR I N SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF a PIPE FROM ROOF GUTTERS OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR I HAY BALES AND/OR CRUSHED 3/4'- 1-1/2"STONE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. SILT FENCING o ALL AROUND 0 PLAN VIEW LEACHING RINGS 4000 E PSI PRECAST CONC.®28 DAYS 3'-0" PREPARED IN ACCORDANCE WITH THE MINIMUM 3'-0" 400D RESTANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I•A.L.S. AND APPROVED AND ADOPTED (min.) 4" (min.) FOR SUCH USE BY THE NEW YORK STATE LAND TITLE�O0IfiTIONt. _,Pz ROAD EXISTING GRADE Y r r"d w HAY BALES AND -I -t,, SILT FENCING ,� ` '4 {(:, 0 CONSiRU WON EMRMJCE BASE OF COMPACTED 3/4'STONE BLEND GROUND WATERy OR N.Y.S.D.O.T.APPROVED R.C.A. ! FILL TO 18'MIN.ABOVE EXISTING .',,,� S`•y.-yy •i+ GRADE TO ALLOW FOR DRAINAGE NOTES: CROSS SECTION " TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE nJ 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. yf �,n• ----- VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH (NOT TO SCALE) ' , PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE {� PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITHf.,, APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. STEEL OR WOOD EXTRA STRENGTH FILTER FABRIC POST(TVP.) , AND REQUIRED PERIOD OF USE. 2 REO'D.WITHOUT WIRE MESH SUPPORT �, � $ N.Y.S. Lic. No. 50467 SLOPE OR LESS 10'MAX.O.C.SPACING STABILIZE ENTIRE PILE 1 W/WIRE SUPPORT FENCE 36"HIGH POLE(MAX.) i » STEEL OR WOOD POST UNAUTHORIZED ALTERATION OR ADDITION WITH VEGETATION OR COVER 5'MAX.O.C.SPACING W/O WIRE SUPPORT FENCE FLOW HAY BALES 2"x2" STAKES TO THIS SURVEY IS A VIOLATION OF (TWO EACH BALE) SECTION 7209 OF THE NEW YORK STATE �. y .� :.'•'....;. FIAX ` FLOW EDUCATION LAW. Nathan Taf t Corwin Ill ` .' •� I GRADE .1. �, �, y �, �, y �, ,. •.••.• 3SS COMPACTED _ "`:..•;:;.;' �, �, I:>_.•,s_, , �,�. BACKFILL COPIES OF THIS SURVEY MAP NOT BEARING \ \ \ \ DRAINAGE �, y �, �, �, �, �, �, ;.,Y: `"•. •. ATTACH FILTER FABRIC SECURELY S�OP�r INLET THE LAND SURVEYOR'S INKED SEAL OR TO UPSTREAM SIDE OF POST \ EMBOSSED SEAL SHALL NOT BE CONSIDERED z \ _ Land � � � � � � - iii// \�' \^\\\ �\ � % \�� TO BE A VALID TRUE COPY. SILT FENCE DETAILS \ 4"X 6"TRENCH �( NOT TO SCALE w/COMPACTED I CERTIFICATIONS INDICATED HEREON SHALL RUN �\ ^ BACKFILL BALES TO BE SET ONLY TO THE PERSON FOR WHOM THE SURVEY 14" y y y, y NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO IN 4" TRENCH IS PREPARED, AND ON HIS BEHALF TO THE MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER Successor To: Stanle J. Isaksen, Jr. L.S. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED ELEVATION TITLE COMPANY, GOVERNMENTAL AGENCY AND Y SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOWEh"GI DETAIL LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. OFF-SITE TRANSPORT. (NOT TC SCALE) IIAYBALE BARRIER 0 INLETS TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout STRAW BALES OR SILT FENCE (NOT TO SCALE) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. y y SOIL STOCKPILE PHONE (631)727-2090 Fax (631)727-1727 (NOT TO SCALE) THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-347-A W C ® R , A VA. RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-architect.net 30'-0' 21'-0 r 1_ r 1_ r 1_ " V� G AUG 1 1 z 0 6-I 166 32 110 21 14'-0' 261-00 111-61 CIO r izo.* "�q iii sXT a 4r "JA t Oak P Proposed New Residence A 3 C� For -5 LINE OF DECK ABOVE S � Goed(2) 2 X 8 TREATED'DECK GIRDER LU 12' DIA. P.C. PIER F wGs• w TYPICAL CORNER HOLDDOWN DETAIL: 1'-0' 6'-0' w 6'-0" b' 0" b'-00 I'-0' II'-6' TY Intent LLC n p v o OUTSIDE CORNER CONDITION 0 0 o o LU co m+ L x 2' X 8" TREATED LEDGER BOLTED TO — iv 3 2 X 3 TREATED DECK GIRDER , , ,--� I m HOUSE WITH 3/a X 4 I/2 GALV. LAG ( ) 4- BOLTS TOP AND BOTTOM AT 16' O.C. _ — SEE DETAIL THIS DWG. d) © 1-01 r r - - - - - - - - - - - - - - - - - - - - - - - - - - - 0-0 1-0 - -- -- Southold, N.Y. 11971 • ••• y•y.. ,• � I ILL S.C.T.M.# 1000-78-09-12 7 .0 EGRESS 10-0 INSIDE CORNER CONDITION WINDOW co 'ao 1 2 X 8" TREATED LEDGER 4• • ;• I BOLTED TO HOUSE WITH 3/80 I r REVISIONS X 4 I/2" GALV. LAG BOLTS DROP TOP OF TOP AND BOTTOM AT 16' O.0 MASONRY WALL AT I Issued for Bids ' ro LEDGER SEE DETAIL THI5 DWG. GARAGE DOOR - _- _ - -_ - - - - - - - - 4 - - - - — L_ = rt 5-11-2020 F T — — A — — - - '.. .. Com_ °• �" P.C. FLOOR SLAB ° •4 I �- — — — - 4 Issued for Permit STEP FOOTINGS 30' MAX. THIS AREA 6-15-2020 .. I = 8" r i_ �_ r 8' 1 r �' ADJUST LOCATION OF CORNER 14OLDDOWN TO ALIGN WITH 0 4 2 4 0 2a 0 4 20-10 I CENTER LINE OF EXTERIOR WALL ABOVE 1 Revised Deck "v er i I I I �•+ I 7-1-2020 3 1/2' DIAMETER STEEL COLUMN c~n ' •:. (STANDARD WEIGHT) WITH CAP AND BASE 9 _ Revised to show PLATE ON 24' X 24" X 12" POURED •.. CONCRETE COLUMN FOOTINGS. TYPICAL {` Finished Basement UNLESSNOTED. I I 7-14-2021 2'-0'I 4' 6'-100 7'-20 7'-2' '-10' M 80 .... 4 ® I UNEXCAVATED �- co FILL AND COMPACT AS REQUIRED o O PROVIDE GIRDER POCKET AS I N REQUIRED AND G WALL LEGEND: O GROUT SOLID r--- -, Oi - --, �----, 1 1 3- 13 X 9 1/2 1 LVL GIRDER i i -- - -- I I O i i I I 0 WOOD FRAME WALL J:o i 1 1 PROVICE GIRDER I I D LOAD BEARING WALLS ,a DOUBLEFLOOR POCKS AS I I r " G - ,JOISTS UNDER I REQUIRED AND POURED CONCRETE WALL , :. 4 -6 611,01 % POINT LOADS I GROUT SOLID DROPPED MASONRY O I •r oUTI L TY RN. E � G 4' P.C.(FLOOR SLAB I — I I r IL 1 r r I M i r 61-80 I I •4 I O 14' I -I ,� 4 6-10 �4 6 $ rn I I I DROP TOP OF FOUNDATION UP 16 = I WALL AT GARAGE DOORS AS SEAL 0 IS — — — REQUIRED FOR GARAGE FLOOR •. . y:.' '. .i ..• ° L .. I E Pay sEq � co Z3 co co STEP FOOTINGS 30' 3/8" X 4 1/20 GALV. LAG BOLTS 2" X S' TREATED LEDGER BOLTED TO MAX. THI5 AREA WITH WASHERS STAGGERED TOP AND BOTTOM AT 16 O.C. 4 Q HOUSE WITH 3/8' X 4 1/2' GALV. LAG 1 r 11-4N N� Ln 12' DIA. P.C. PIER BOLTS TOP AND BOTTOM AT 160 O.C. - 2 - 02160 °r y0 FOOTINGS ON 18'X19"X120 SEE DETAIL THI5 DWG. ra BASE FOOTING. — ° " r OF NES (2) 2' X 8' TREATED DECK GIRDER r _ 2 X 8 TREATED LEDGER ° N L — J L — J LEDGER DETAIL LINE OF DECK ABOVE SCALE 1/2' 1'-0" Copyright 2019.Richard Searles Architect,P.C. IO' 101_10" 101_10" IO" rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These 23'-4' 2I'-6r drawings and specifications are an instrument of service. and are the property of the Architect.These drawings re not 1 r r r aro specifications tc exceptcp b aw written ermission of the Architect. e used on any other 32_q I6-4 2-5 P > y P M.O. PROJECT NO. 1918 SCALE AS SHOWN DATE 11/.01/19 DRAWN BY DWM/RS CHECKED BY RS A-5 TITLE FOUNDATION PLAN Stele= 1/4' = 1'-0" Foundation A-1 Plan s SHEET road R A " RICHARD SEARLES ARCHITECT, P.C. _L .Orosl D 1�1-1:)l..iNCE .A.6. 016. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-arclhitect.net ED INT IJN C 0 SU .MER LANE SOUTHOLD NEW Y DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification APF VED AS NOTED that the drainage has been installed to Code. DATE: ?D B.P.#_ FEE: �D.3,��BY: JIM exterior lighting GENERAL NOTES: NOTIFY BUILDING DEPARTME AT Inst Iled,rcpt4wed or1111 Proposed New Residence 765-1802 8 AM TO 4 PM FOR THE r�`r i".'Cd€'h^Il COnt'Orlra 1,uml11=111 STATE, COUNTY CONSTRUCTION LOCAL BUILSHALL DING, ZONING AND ENERGY CODES, AND TO THE MOST CURRENT NEW YORK 14 BETWEEN FLOORRPROVIDE SPACES CES ATTOP AT ALL BEAR NG PARTITIONS TO LIMIT CEALED A DIMENSIONS OF IN WALLS For FOLLOWING INSPECTI_'NS: .� ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. THE CURRENT CONCEALED SPACES TO 10'-0' VERTICALLY E 10'-0' HORIZONTALLY AS 1. FOUNDATION - TVVC PE �®Chapter 1'72 , �. BUILDING CODE IS THE 2020 RESIDENTIAL CODE OF NEW YORK, FIRST DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R302.11 AND R302.12. QUIRED C� th�• +oVI3l�odc PRINTING NOVEMBER 201q. THE CURRENT ENERGY CODE IS THE 2020 FOR POURED CON RETEliTilIIITIIMillMITIIIIIIIIIIIIIIIII ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK, FIRST 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING 2. ROUGH - FRAMI JG & PLUMBING 111111 ilIlIT1111IT1111 IT 1 11111111 111 1 11 1 PRINTING NOVEMBER 2019. ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT O 3. INSULATIONEPRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME 4. FINAL - CONSTRUCTION MUST 31o:�Tcr o 2. ALL PLUMBING, ELECTRICAL AND MECHANICAL WORK SHALL CONFORM TO RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION illifBE ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED rn!,AWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT COMPLETE FOR C.O. and duGtr v ori 11 IT 11 11 IT 11 11 IT AS REQUIRED. b EN OBTAINED. Intent, LLC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW testing required. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL Ib.TI;E CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE AREA OF EXCAVATION AND CONSTRUCTION. YORK STATE. NOT RESPONSIBLE FOR THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE DESIGN OR CONSTRUCTION ERRORS. STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 17. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO If u-,t pde Manuals4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE rovi MINIMUM. �;T i E DUE TO CONSTRUCTION. COMPLY WITH ALL CODES OF Do J and S as Per 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS IB.THESE DRAWINGS AND SPECIFICATIONS NAVE BEEN PREPARED BY OR NEW YORK STATE & TOWN CODES NYS Enemy Code AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM ':RDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE b. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. AS REQUIRED AND CONDITIONS OF1 11 Jill 11 Jill 11 Jill 1[111] E=1,6001000 psi AND fb= EQUIVALENT 70 MEMBER SIZE. ALL GLU LAM BEAMS TO Southold N.Y. 11971 NAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED Iq. TRUSJOIST' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO Jr� I V L n VENEER LUMBER HEADERS AND BEAMS TO NAVE AN E=2,000,000 psi AND IANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE S-C-T-M,# 1000-78-09-12 AN fb=2,600 psi. ALL PARTICLE STRAND BEAMS TO NAVE AN E=2,000,000 COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT FROM � .W.' �'OGC �r��.BOARD ELECTRICAL psi AND AN fb=2,goo psi. ''iRUSJ0IST' PRIOR TO START OF CONSTRUCTION. S � TOWIMUSTEES INSPECTION REQUIRED 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS 20. IF ANOTHER ENGINEERED JOIST MANUFACTURER I5 USED. THE COMPANY `.� ON PLANS.'E� RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN REVISIONS (� CRITERIA, S USED BY TRUSJ015T. CONTRACTOR TO OBTAIN JOIST LAYOUT , FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. Issued for Bids rRuss Pt.Acr�,r®�r�� p FFM B. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2 XIO @ 4 WALLS R .QU:R..D AND 3-2'X10' @ b' WALLS OR AS DESIGNATED ON THE PLANS. ; L MATERIALS TO BE REMOVED FROM 'ME PREMISES ARE TO BE 5-11-2020 L,ISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE q. PROVIDE 36' NIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' MUNICIPAL" IN WHICH THE PROJECT 15 LOCATED. ® ® ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE Issued for Permit OCCUPANCY OR PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. 2:'..it DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED 6-15-2020 USE IS UNLAWFUL W.lICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL THc CONTRACTOR SMALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND O PLU!,ODER CERTIFICATION" SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CHAt\KaE IN CONSTRUCTION DETERMINATION. WITHOUT CERTI I-ICAT�.. ON LEAD CONTENT BEFOF REGULATIONS. c e14RACTOR OR OWNER IF ACTING AS CONTRACTOR 5NALL CALL FOR A O OF OCCUPANCY CERTIFICATE OFOCCUPAN11. PROVIDE 5/8' TYPE 'X` GYPSUM BOARD AT CEILING ABOVE NEAT UNIT AND /kRK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY AT GARAGE AS REQUIRED. .'ALL CENTER - CALL BEFORE YOU DIG) NUMBER IS I-B00-272-4480. O SOLDER USED IN WATFR SUPPLY-SYST'EM CANNOT 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. +`�VANCE°NOTICE OF 2 TO 10 PAYS MAY BE NECESSARY. EXCEED 2/10 OF I% LEA D. 13.13. ALL 'SIMPSON' OR EQUAL HANGERS TO BE ATTACHED WITH MANUFACTURER O SCHEDIII E OF ABBREVIATIONS SPECIFIED FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN CONNECTION WITH TREATED MATERIAL. A.D. ASN DROP O A.F.F. ABOVE FINISH FL)OR BM. BEAM P�U1��ING BRIG. BEARING C.J. CEILING JOIST A`LPLUMSIN�" C.F.M. CUBIC FEET PER MINUTE cLos. CLOSET g�WATER U?ii D O C.O. CLEAN OUT T 1NOa.RFFORE COVERING -: CON. CONCRETE C.M. CARBON MONOXIDE DETECTOR CSMT. CASEMENT CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA C.T. CERAMIC TILE D. DRYER pa NOT PROCEED WITH CLIMATE ZONE IS 4a D.N. DOUBLE HUNG UNTIL SURVEY GROUND WIND DESIGN SUBJECT TO DAMAGE FRGT1 PRESCRIPTIVE DESIGN METHODS O DIA. DIAMETER Rpj,�ING show SEISMIC WINTER DESIGN ICE SHIELD FLOOD AIR MEAN 130 NTH WIND ZONE5 D.J. DECK JOIST OF FOUNDATION LOCATION LOAD WIND TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE TEMPERATURE UNDERLAYMENT HAZARDS FREEZING ANNUAL O DN. DOWN OAS BEEN APPROVED. SPEED EFFECTS WIND DEBRIS CATEGORY DEPTH REQUIRED INDEX TEMP INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - O OW DISHWASHER (MPH) REGION ZONE FAMILY DWELLINGS (2015 EDITION) F.A.I. FRESH AIR INTAKE I MILE FROMMODERATE ALL TABLES,FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS F.D. FLOOR DRAIN 20 130 NO NO B SEVERE BOF 3'-4' BFG 10 YES N/A N/A N/A FDN. FOUNDATION COAST AND FI TO HEAVY W-1 AND W-2, SEAL F.J. FLOOR JOIST I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' ED a'9C,5, FL FLASHING FP.S.C. FIREPROOF, SELF-CLOSING INTERVALS (MATCHED WITH 50FLOM EDGES) MUST BE PROVIDED WITNIN THE LAST TWO ��5 GSI, o SF,q�` FTG. FOOTING BAYS OF FLOUR AND ROOF DECK SHEET W-1 DRAWING 2. 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. Q7 }r -A FXD. FIXED GALV. GALVANIZED r PROVIDE 1-114 X 20 GAUGE METAL STRAP FASTENED AS PER 514EET W-1 TABLE 3.313 AND GL. GLASS N.B. HOSE BIBB DRAWIriS ON SHEET W-2. N.G. HANDICAPPED HDR. HEADER 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE Q� N.M. HOLLOW METAL NAILING EGNEDULES OF SHEET W-1 TABLE 3.1, 3.3A. �>61 02161A y� K.S. KITCHEN SINK LAV. LAVATORY L.C. LINEN CLOSET 4. NOLDCKJWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN OF N E SHEET A-2 AND SHEET W-1 DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE MECH. MECHANICAL FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. MIN. MINIMUM MAX. MAXIMUM 5. ROUT, AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET MLDG MOULDING, W-1 TABLE 3.1. Copyright 2019.Richard Searles Architect,P.C.All M.O. MASONRY OPENING TABLE OF CONTENT5 rights reserved.The Architect reserves the right to N.I.C. NOT IN CONTACT DESIGN LOADS b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S reproduce this design in its entirety or any portion O.G. ON CENTER DIAL SPECIFICATIONS. thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These O.N. OVERHEAD C-I - PROJECT INFORMATION USE LIVE LOAD 1LB/SQFT.1 DEAD LOAD 1LB/SQFT.I 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE drawings and specifications are an instrument of service P.C. POURED CONCRETE FIRST FLOOR SQUARE FOOTAGE 830 SOFT. and are the property of the Architect.These drawings R. RISER SECOND FLOOR SQUARE FOOTAGE - 878 SOFT. A-I - FOUNDATION PLAN UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.4 ON SWEET and specifications are not to be used on any other RAD. RADIUS TOTAL LIVING AREA - 1708 SOFT. A-2 - FIRST FLOOR PLAN EXTERIOR BALCONIES AND DECKS 60 10 1''1-2• project,except by written permission of the Architect. REF. REFRIGERATOR A-3 - SECOND FLOOR PLAN PASSENGER VEHICLE GARAGES 50 10 REINF. REINFORCEDGARAGE 473 SOFT. A-4 - ROOF FRAMING PLAN B. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED - A-5 - BUILDING SECTIONS NOTES AND DETAILS HABITABLE ATTICS 30 10 IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE PROJECT NO. 1918 R.F. RESILIENT FLOORING A-b - FRONT ELEVATION WIDTH OF THE SWEATING SUBSTRATE BEING USED. S.D. SMOKE DETECTOR R.R. ROOF RAFTER A-7 - LEFT AND RIGHT ELEVATIONS ATTICS WITHOUT STORAGE 10 10 SCALE AS SHOWN DATE 11/01/19 SH. t PL. SHELF E POLE A-8 - REAR ELEVATION ATTICS WITH STORAGE 20 10 5HWR' 5140WER !'IBOL A-q - AIR BARRIER AIR SEALING DETAILS, NOTES 4 SCHEDUL DRAWN BY DWM/RS CHECKED BY Rs SOFT. SQUARE FEET b' DIA. TRUSS IDENTIFICATION W-1 - DETAIL WALL SECTION AND ELEVATION ROOMS OTHER THAN SLEEPING ROOMS 40 10 TtG TONGUE t GROVE BLDG. CONSTRUCTION TYPE W-2 - TABLES, SCHEDULES AND DIAGRAMS T.G. TERRA COTA FLOOR CONSTRUCTION W-3 - DETAILS SLEEPING ROOMS 3o Io TITLE TEMP. TEMPERED GLASS STAIRS 40 10 T.O. TRIM OPENING PROVIDE TRU55 IDENTIFICATI061GN TYP. TYPICAL AND INSTALL AT A LOCATION GUARDRAILS AND HANDRAILS 200 ID V.I.F. VERIFY IN FIELD DETERMINED BY THE LOCAL FADING WASHER OFFICIAL OR FIRE MARSHAL. GUARDRAILS IN-FILL COMPONENTS 50 10 W. W.C. WATER CLOSET INSTALLATION HEIGHT SHALL SNOT FIRE ESCAPES 40 10 Project WD. WOOD LESS THAN 42' OR NO MORE IN W.F. WATER FOUNTAIN 60' ABOVE ADJOINING WALKING n' orxnaton W.N. WATER HEATER SURFACE. BUILDING OFFICIAL r W.I. WALK-IN REQUIRE MORE THAN ONE SIGP W.W.F. WELDED WIRE FABRIC LOCATION. SHEET ® RSA RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING 4+ RIVER PHONE(63)744-2852 FAX(631 2 44-6654 I1 E-mail: rsearles@rs-architect.net 3'-2' N 0. 14'-0' 26'-0' Proposed New Residence A-5 For LINE OF DECK ABOVE N iU � (2) 2 X 8 TREATED DECK GIRDER � G�e 12' DIA. P.G. PIER F INGS. ' TYPICAL CORNER HOLDDOWN DETAIL: I'-0' '-0 I-0-fr.6. 6' 0" b'-0' I'-0" II'-6" ) I lent., LLC OUTSIDE CORNER CONDITION 1 LU °J z c' 2' X 8' TREATED LEDGER BOLTED T (3) 2 X 8 TED DECK GIRDER BILCO MODEL 4862-54 SCAPEWFJI EGRESS HOUSE WITH 3/8' X 4 1/2' GALV. LAG WINDOW WELL WITH EXTENSION AND COVER BOLTS TOP AND BOTTOM AT I6" O.C. .� U4� SEE DETAIL THIS DWG.- - - - - - - - - - - `0"...7 Ae o 1, 141 Southold, N.Y. 11971 � I I / \ 10-0 INSIDE CORNER CONDITION S.C.T.M.# 1000-78-09-12 M ® I 13 I 2 X 8' TREATED LEDGER °10 ' BOLTED TO HOUSE WITH 3/8' "' 41 X 4 1/2' GALV. LAG BOLTS DROP TOP OF I 4'-3' REVISIONS LEDGER SEE DETAILAT THIS O.0 MASONRY WALL AT I Issued for Bids - = T - _ - - - - - - - - - - - - - - GARAGE DOOR FULL CELLAR I I L 5-11 -2020 Fit I ------ 4' P.C. FLOOR SLAB I � - - - - - - - - - - - - - - - - - - - -I .4 I - F_ - GAS FIRED HEAT UNIT i I * ' I STEP FOOTINGS 30' I I L - -.- - -777_4 Issued for Permit I I WITH (B) ENT TO ; I • I MAX. THIS AREA I i 6-15-2020 8 1 . " EXTERIOR , NOTES: � 2-0 1 281-13' - 8 20'-10" ' ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH O I PROVIDE 5/8' TYPE 'X' I I •:. I CENTER LINE OF EXTERIOR WALL ABOVE I FIRECODE GYPSUM N I ' - q I BOARD ABOVE HEAT UNIT � I 2'- �� I '• I I I O 0"I ' 7'-2" 7'-2' 7'-2' 7'-2" I 8 3 1/2 DIAMETER STEEL COLUMN II I O (STANDARD WEIGHT) ITH CAP AND BASE I UNEXCAVATED + i I icy FILL AND COMPACT AS REQUIRED I I o O PR IDE GIRDER PLATE ON 24 X 24 X 12 POURED _ POCKET AS CONCRETE COLUMN FOOTINGS. TYPICAL I I 4 REQUIRED AND UNLESS NOTED. I I I I O I r--- ----, ----, I WALL LEGEND: GR SOLID 1 1 3- 1 3/4' X 9 1/2' 1 LVLT GIRDER I I I I -- o -- - -- -- � WOOD O --- �- - ----� FRAME WALL I I I [� O PROVIDE GIRDER I ; I © LOAD BEARING WALLS I DOUBLE FLOOR I . I POCKET AS I I �----;� O a' JOISTS UNDER REWIRED AND I I L .. i POURED CONCRETE WALL O 31F. 6 0 POINT LOADS I ( GROUT SLID 1 DROPPED MASONRY ABOVE coTr I `r 7up',L6 LL O _m I 1 I _ I DROP TOP OF FOUNDATION I '� WALL AT GARAGE DOORS;_� SEAL J L - - - REQUIRED FOR GARAGE F - - - - - - - - - 0 ,o. `U I ��RED ARC - - - -� - - - __ __ - --- - __ - _72' � � - - - - - - - - - - - - �\� G � ��'tSTEP FOOTINGS 30' 3/8' X 4 1/2' GALV. LAG BOLTS �� + MAX. TNIS AREA WITH WASHERS STAGGEREDX 8 TREATED LEDGER BOLTED TO Z; HOUSE WITN 3/8' X 4 I/2' GALV. LAG TOP AND BOTTOM AT I6' O.C. 12' DIA. P.C. PIER BOLTS TOP AND BOTTOM AT 16' O.C. 2 1'-4' FOOTINGS ON 18'XI8'XI2, SEE DETAIL THIS DWG. a BASE FOOTING. _ i� �� 02161 Q OP r x m (2) 2' X 8' TREATED DECK GIRDER - , N *2" X 8' TREATED LEDGER, 0 O — N -- -- --��——��—— -- -- - - J L — -� LINE OF DECK ABOVE LEDGER DETAILSCALE 1/2" I'-0' 10 10'-10" 10'-10, 10" Copyright 2019.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a 23'-4" 21'-6" violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect.These drawings + , , , , and specifications are not to be used on any other - I6-4 2-5 project,except by written permission of the Architect. M.O. 511-61 PROJECT NO. 1918 SCALE AS SHOWN DATE 11/01/19 DRAWN BY DWM/RS CHECKED BY RS A-5 TITLE i FOUNDATION PIAN scale= 114' = r-o" Foundation A-I Plan SHEET _ I in. ® R A ° RICHARD SEARLES ARCHITECT, P.C. ARC141TECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 ! PHONE(631)744-2852 FAX(631)744-6654 1� t, E-mail: rsearles@rs-architect.net 14'-0' 26'-0' 8'-0' 14'-6' 7'-6' 18'-1" 3'-5' I A5 WALL LEGEND: F-EC4 N L Proposed New Residence WOOD FRAME WALL For © LOAD BEARING WALLS 0 POURED CONCRETE WALL DROPPED MASONRY DECK Goes. 5/4" x b" DECKING � Intent LLC b ' (3) 1 3/4" X q 1/2' LVL HEADER (3) 1 3/4' X 9 1/2' LVL HEADER _ DN 61 2-R 2'-2' 6" 291-016' ;0 Southold, N.Y. 1 1971 'n S.C.T.M.# 1000-78-09-12 DINING AREA OAK FLOOR REVISIONS :a PREFABRICATED DIRECT VENT Issued for Bids GAS BURNING FIREPLACE BOILER RAISED HEARTH 5-11-2 0 2 0 w "B' VENT' UP 8" OUT 20' �� - Issued for Permit GREAT ROOM 6-15-2020 - - WINDOW SCHEDULE 6' OAK FLOOR _OPEN UNDER _ _ SYMBOL MANUFACTURER TYPE DE51GNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS oZ O � O QA DUO BASEMENT 32" X 20' 2.00 SF. 3.11 5F. 4.4ti Sr. NO POUR IN PLACE HOPPER UNIT :a � l� 51NK i �c © ANDERSEN CASEMENT CWI45 7.5 5F. 8.0 SF. IOA 5F. YES t° t .� DW F,111, 6 NOTE= PROVIDE 2' X b' STROti' BACK AT MID SPAN © ANDERSEN DOUBLE HUNG TW210410 5.83 5F. 10.45 5F. 15.05 SF. YES KITCHEN AND HANG CEILING JOISTS FROM RIDGE WITH 2' X b' TWT21010-3 MU UNI 6' 15'-0' OAK FLOOR 14'-0' HANGERS @ 48" OCANDERSEN DOUBLE HUNG 17.49 SF. 34.56 SF. 54.06 SF. YES LLED T - TW210410-3 RANGE i IN m' O 10 O 44- - - - - - - - - - R1 O �E ANDERSEN DOUBLE HLNG TW210410-2 11.66 5F. 20.9 5F. 30.1 SF. YES MULLED UNIT ------ ---- ------ PROVIDE SAFETY GLASS AT STAIR 4 OPG.n O 3 QIn FF] ANDERSEN AWNING A21-2 Lb 5F. 5.2 SF. 8.0 5F. NO MULLED UNIT ---------- AWNING __---- - � 2 CAR GARAGE O G ANDERSEN AWNING AW251 1.1 SF. 3.9 5F. 5.6 SF. NO ❑ s } ;+a 4" P.C. FLOOR O -��', PROVIDE SAFETY I LAV . ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. - GLASS AT THIS D I EQl AL _ 1 d 1 OA O 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886. IF IMPACT WINDOW UNIT RI R� - "T _ DN 3 x RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE:55 OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL FOYER I s.D. _ Fire ep ,r�tiQn O BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. QE LAV i MUD R N required acs, PANELS MUST BE FASTENED As PER TABLE R3ol.2.1.2 ON SHEET W-I. OAK FLOOR ; O.T. FwoR i O C.T. FLS q per 0 NYS Code O IL DOUBLE FLOOR DOOR SCHEDU� UP 16 �gTj -JOISTS UNDER 3�_ i - O I� POST SOLID POINT LOADS ABOVE -2 4 °' O :a b" IS i Ib'-2' I b� WC 4" i >` 6' ' ' "2_0` ' b' 21'-0' b" EXTERIOR DOORS L LLI i I (3) 1-3/4" X 14' LVL 2.0E HEADER /11 O SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS O 12/ 3Q/ 1 x bQ T14ERMATRU SL / HINGED / SL 52635L-5262-52635L 20.0 SF. 41.0 SF. TO BE SELECTED BY OWNER i I Q SEAL i LTJ p ,q O2 3 Q x 6 e T14ERMATRU HINGED 5262 20.00 SF. 22.78 SF. TO BE SELECTED BY OWNER i ------ -- ---- n i �G y O8 x 8 Q ANDERSEN FRENCH WOOD GLIDER FWAM 26.46 SF. 54.49 5F. ---- ---y ----------------- 5/4' X 6' DECK G i LINE OF SECOND FLOOR ® I6Q x 8Q CLOPAY OVERHEAD SECTIONAL ---- N/A N/A TO BE SELECTED BY OWNER i CO CH-� i -�° (2) 1 3/4' X 9 I ' LVL HEADER (2) 1 3/4' X q 1/2" LVL HEADER i'r--CANTILEVER ER ABOVE I I - -- -- -- -_- - i "9,X 0216 INTERIOR DOORS ---------- ------------- -- 4' X 4" F-PORCH P05TS (TYP) i OF ��Il SYMBOL SIZE TYPE REMARKS 1 LINE OF PORCH ROOF ABOVE O 34x 6$ HINGED - FIRE DOOR DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER O 2�x 6 HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER 3'-4" q'-7" 12'-4' 4'-9' 2'-11" I6'-0' 2_70 Copyright 2019.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a POCKET DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER C 2 x b b'-8" 231-4' 21'-b' violation of the New York State Education Law.These D 2�x 6 HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER drawings and specifications are an instrument of service and are the property of the Architect.These drawings 2 x b HINGED DOOR STYLE AND HARDWARE TO BE SELECTEE) BY 1_l2 51 6 and specifications are not to be used on any other project,except by written permission of the Architect. E �_ � O 5 Q x 6 BI-PASS DOOR STYLE AND HARDWARE TO BE 5E1 ECTED BY OWNER PROJECT NO. 1918 O 3 p x 6 HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER I NOTES A-5 SCALE AS SHOWN DATE 11/01/19 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. DRAWN BY DWM/Rs CHECKED BY Rs 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886 AS MODIFIED IN SECTION 301.2.1.2.1. IF IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED I FIRST FLOOR PLAN Scale= 1/4" • 1'-O' TITLE WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. A-2 First Floor Plan SHEET A - 2 ® ir A a RICHARD SEARLES ARCHITECT, P.C. ARCHITECTLiRE PLANNING P.0.Box286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-architect.net Proposed New Residence For 30'-01 3'-2' 10'-4" I6'-b' G o e d Instent LLC WALL LEGEND A-5 WOOD FRAME WALL Q LOAD BEARING WALLS a a POURED CONCRETE WALL DROPPED MASONRY - - - - - - - - Southold, N.Y. 11971 7T ___1W.I.CLOS N S.C.T.M.# 1000-78-09-12 0 OAK FLOOR LO iv b" I 1-81 4' O 13'-01 61 -a� Cr - - - - - - - - - - - - - - - - - - - - - - - - - - - REVISIONS o Issued for Bids 5-11-2020 BEDROOM OAK FLOOR i Issued for Permit JU 6-15-2020 LU �I Z U� WINDOW 5CNEDULE Ul BEDROOM b I O SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS - O _ �' � I � '°' O OAK FLOOR N I ❑A DUO BASEMENT 32' X 20' 2.00 SF. 3.11 °r. 4.44 SF. NO POUR IN PLACE HOPPER UNIT `9 - ® ANDERSEN CASEMENT CW145 7.5 SF. 8.0 5F. 10.4 SF. YES © ANDERSEN DOUBLE HUNG TW210410 5.83 SF. 10.45 5F. 15.05 SF. YES �' � O I O F ° E TWT21010-3 A N gil ROVIDE ATTIC N ❑D ANDERSEN DOUBLE HUNG TW210410-3 17.49 SF. 34.r 5F. 54.06 SF. YES MULLED UNIT SHWR C.T. FLOOR LAV S.D. CCESS ZD I O " " - N - - - - - - --- - - - - - - - - - - - - - - - - - - - ANDERSEN DOUBLE HUNG TW 10410-2 11.66 SF. 20.9 SF. 30.1 SF. YES MULLED UNIT WC II 8 ° 4 - 31-80 4 6 - -6= - - b PROVIDE SAFETY GLASS AT STAIR � � - - - - - - I • O CLOSET CLOSET �' GARAGE ROOF BELOW 0 ANDERSEN AWNING A21-2 I.8 5F. 5.2 5F. 8.0 5F. NO MULLED UNIT L iv �G ANDERSEN AWNING AW251 I.I 5F. 3.9 SF. 5.6 5F. NO r NOTE, WINDOW HQMI DESIGNATION ON O O FIRST FLOOR PLAN I I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLE55 NOTED OTHERWISE. DN I6 L _ PROVIDE SAFETY � 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M1551LE TEST OF ASTM E 1996 AND OF ASTM E 18%. IF IMPACT 15 S OE I RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL GLA55 THIS BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. LOCATION BEDROOM I O PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET WA A I I O u -t D/5 OAK FLOOR H D IL PosT 5 ID �'^-1-n T SOLID b POST SOLID I BELOW I R C.T. FLOOR BE OW HDR - BELOW MDR O �>OOR 5CNEDULE EXTERIOR DOORS 3 - 13/4' XII 7/8' E-2.0 LVL FLUSH HEADER -I I" " 13'-0' 6' I SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS o u LAV I SEAL s�l I'/ 3Q/ 1 x 6' T14ERMATRU 5L / HINGED / SL 52635L-5262-52635L 20.0 SF. 41.0 5F. TO BE SELECTED BY OWNER 2' X 10' CEILING JOIST I BRED Aq l�2 3 Q X6 T14ERMATRU HINGED 5262 20.00 SF. 22.78 SF. TO BE SELECTED BY OWNER @ I6' ON CENTER �, 03 g Q x g Q ANDERSEN FRENCH WOOD GLIDER FWG8080 26.46 5F. 54.49 SF. 4 � �`� '` ® IbQ x SQ CLOPAY OVERHEAD SECTIONAL ---- N/A N/A TO BE SELECTED BY OWNER �° Aid I Y"r •i yia L t;;�,} �, I PORCH ROOF BELOW ATF 002161 yoQ INTERIOR DOORS I F N E 5171B0L SIZE TYPE REMARKS (� 3Q x 6 HINGED - FIRE DOOR DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER Copyright 2019.Richard Searles Architect,P.C.All B i 2rights reserved.The Architect reserves the right to 11'-7' 11'-5" 7'-0'1e x b HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER reproduce this design in its entirety or any portion G 2 x b POCKET DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER thereof.Unauthorized alteration of these documents is aviolation of the New York State Education Law.These OD 2 x 6 HINGED DDDR STYLE AND HARDWARE TO BE SELECTED BY OWNER 6'-9' 9'-3' 14'-0' drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other E 2 x b HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER 30' project,except by written permission of the Architect. -0' O 5Qx b BI-PASS DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER PROJECT NO. 1918 O 3Qx 6 HINGED DOOR STYLE AND HARDWARE TO BE SELECTED BY OWNER 1 SCALE AS SHOWN DATE 11/01/19 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. A'S DRAWN BY DWM/Rs CHECKED BY RS 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 18% AS MODIFIED IN SECTION 301.2.1.2.1. IF IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161 AND A TITLE MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE RWI.2.1.2 ON SHEET W-I. i SECOND FLOOR PLAN Style: 1/4' a 1'-0' A-3 Second Floor Plan 1 SHEET A - 3 ® Sins A 9V RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.0.Box286 I WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)74-4-6654- E-mail: 44-6654E-mail: rsearles@rs-architect.net Proposed New Residence For Goed Intent, LLC A-5 LINE OF ROOF OVERHANG Southold, N.Y. 11971 S.C.T.M.# 1000-78-09-12 LINE OF ROOF OVERHANG REVISIONS U Issued for Bids - 5-11-2020 X m 2' X 6 R.R. N Issued for Permit 16, O. 6-15-2020 FIREPLACE BELOW. ' u o� O X� ON 2' X 12' RIDGE O O O 2' X 12' RIDGE � O 8 L z O U4 _ 1 u � W u OX mr J !+,1, J �� NOTE: O FRAME MAIN ROOF FIRST X O X THEN FRAME FRONT GABLE ROOF a 04 ON MAIN ROOF O 2' X 10' ROOF RAFTER 2' X 10' ROOF RAFTER 16' ON CENTER r0 16' ON CENTER SEAL D Agcy i LINE OF ROOF OVERHANG LINE OF ROOF OVERHANGtP a -, LINE OF LABEL ROOF OVERHANG a LINE OF GABEL ROOF OVERHANG a o w X O 1 O� X;a�m 216 y Nom, OF NES LINE Of PORCH ROOF BELOW Copyright 2019.Richard Searles Architect,P.C.All rights reserved,The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a A-5 violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1918 i ROOF FRAMING PLAN Scale: 1/4' s 1'-0' SCALE AS SHOWN DATE 11/01/19 A-4 DRAWN BY DWM/RS CHECKED BY RS TITLE Roof Framing Flan SHEET A - 4 ® R S A RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING I WADING RIVER P.O.Box 286NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-architect.net Proposed New Residence For MATERIAL NOTES GOeC ROOF CONSTRUCTION Intent, LLC 11 II II II II II I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 30 LB. FELT PAPER 12 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 12' RIDGE BEAM 8 2' X 10' ROOF RAFTERS @ 16' ON CENTER 2' X 10' CEILING JOIST @ 16' ON CENTER - 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED TOP 1/3 OF THE ATTIC HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) ATTIC i 2' X 6" COLLAR TIES @ 16' O.C. PLACED 4'-6' MAX. ABOVE CEILING JOISTS ALL ATTIC SPACES. PROVIDE ALUMINUM FLASHING AS REQUIRED -- ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES PER R905.1.2 RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO Southold, N.Y. 1 1971 TOP OF PLATE — ------------- WALL CONSTRUCTION S.C.T.M.# 1000-78-09-12 SIDING MATERIAL (SEE ELEVATION NOTES) REVISIONS `TYVEK' OR EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 4' OR 2' X b" WOOD STUDS @ 16' ON CENTER WITH 2' X 4' OR 2" x Issued for Bids 6' SHOE AND DOUBLE 2' X 4' OR 2" X 6' TOP PLATE W.1. CLOS, BEDROOM CL EDROOM 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 5-11-2020 RESISTANT WALL BOARD AT BATHROOMS) 5/8" TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING Issued for Permit 'ANDERSEN' WINDOWS ALL WITH LOW E, AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) 6-15-2020 PROVIDE WALL TO ROOF WALL TO WALL, AND WALL TO FOUNDATION --- -- - _ SECOND FLOOR SUB FLOOR CONNECTORS AS PER SHEET W-2. O _ TOP-OF PLATE ' --- - -- --------- FLOOR CONSTRUCTION O FLOOR FINISHES AS PER PLAN O 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED O II 7/8" TJI-360 FLOOR JOISTS AT 16" O.C. @ FIRST FLOOR USB C44 POST ANCHOR 11 7/8' TJI-360 FLOOR JOISTS AT 16' O.C. @ SECOND FLOOR ABOVE GARAGE O 11 II DINETTE KITCHEN Lam/ ; ; INSULATION NOTES 0 11 0 1 � R-49 INSULATION AT FLAT CEILINGS R-30 BETWEEN JOISTS R-19 BLANKET ABOVE R-30C INSULATION AT FOYER CATHEDRAL CEILING WITH VENTILATION BAFFLES O R-21 INSULATION AT SIX INCH EXTERIOR WALLS R-10 INSULATION AT EXTERIOR FOUNDATION WALLS FROM FLOOR TO UNDERSIDE OF O FIRST FLOOR SUB-FLOOR FIRST FLOOR SUB FLOOR - � I FOUNDATION CONSTRUCTION TOP OF FOUNDATION WALL __ ____________ ._ I I USB C44 POST ANCHOR ------------------ O (2) 2' X b" TREATED SILL PLATE WITH SILL SEAL _ilt FINISH GRADE 'COP-R-TEX' TERMITE SHIELD O FI = = =1 =11= - - 1= =I Trr -n-n-I n'' t -� �- _ - - -rr 1/2N ANCHOR BOLTS @ 72 ON CENTER MAX, AT EACH SIDE OF EVERY 2 - 2' X 8' TREATED GIRDER PROVIDE I/2' GYPSUM BOARD ' ' " " ' IIi 11 2 - 2 X 8 TREATED GIRDER OPENING, WITHIN b TO 12 OF THE END OF EACH PLATE, AND WITHIN 12 I - - - _ - _ II II �i =12 DIA. P.C. PIER L - ANCNORED TO CONCRETE PIERS n - - - -I - n AT ENTIRE CELLAR CEILING. —lll " -il- ANCHORED TO CONCRETE PIERS OF EACH CORNER. O WITH USP EBG4412 OR EQUAL n I= 11 -- -ll� - -II , = FOOTINGS ON 18 XI8 Xi2 ; �_I i_= WITH USP EBG4412 OR EQUAL PROVIDE CORNER HOLD DOWNS AS PER SHEETS W-I AND W-2 - rri � EM;ASE FOOTING. ) d- 8' OR AS NOTED" POURED CONCRETE FOUNDATION WALLS O ANCHORS. TYPICAL ALL I> -- I- - I- -u- - � y y L y rr-i -Lr� ANCHORS. TYPICAL ALL LOCATIONS. -u -I I-II.,... FULL CELLAR L-� �Ii I_ - -r ID lil- LOCATIONS. 16" X 8" POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) � II1� - - -1r u�- -I if-r L L _1_I -I 11Tf- - - -1T " " — —I —ll—I — = I— —�__ —� 3 — 1 3/4 x 9 1/2 2.0E LVL GIRDERS 1 1t-IL= t f�II II1 III�u1T1�---T- - 3-1/2 DIAMETER (STANDARD WEIGHT) STEEL LOLLY COLUMNS WITH TOP SEAL rTi a TI - L ISL =1 =1 AND BOTTOM PLATES - � 1> lll=lll=lll=ll� E D A n -u1"�I111m=ll211 =1i1= POURED CONCRETE COLUMN FOOTING ARE AS SPECIFIED ON PLANS R AC 12' DIA. P.C. PIER - ICI � 1� 4' POURED CONCRETE FLOOR SLAB FOOTINGS. - 'DUO' OR EQUAL BASEMENT WINDOWS G� - llu1 IDs= �v TOP OF FOOTINGS - - M_- DAMPROOF FOUNDATION BELOW GRADE T PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 �1 �1 ¢ $ �� —I l�llr-� •�-'t.x;'1,1 i. ..III-111Lf1I111I1=I �i�- - _ =1u-�1-a-1�'-_• ��_ ISI ISI — — _ I— —�—� I L�L L J—II 1� I—jTj—� IIh.IIh—III—uh—Illy.Illynh—ITL—LI—II�II�III--��I�L.,,..IIII n—I—II I—�—IIhI��I�� ,.III —LL=-111= =1�(i1JIIll—---T1l1 —1i1l —1111 �11�11— 1 — E1 ll�= 57,X 02161 CE O OF - - - - ` N V 1 SECTION Scale: 114' - P-o" Copyright 2019.Richard Searles Architect,P.C.All A-5 rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. 3/8' X 4 1/2' GALV. LAG BOLTS WITH WASHERS STAGGERED PROJECT NO. 1918 TOP AND BOTTOM AT 16' O.C. 2 1'-4' 1'4 SCALE AS SHOWN DATE 11/01/19; DRAWN BY DWM/RS CHECKED BY RS N '2' X 8' TREATED LEDGER TITLE N � � LEDGER DETAIL SCALE 1/2" - I'-0" Section, Notes and Details SHEET A - 5 M �S C° A ° RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-architect.net Proposed New Residence For Goed PROVIDE Intent LLC CONTINUOUS RIDGE VENT 11 11 n I DECORATIVE GABLE TRIM ARCHITECTURAL GRADE ROOF12 1 Southold, N.Y. 11971 SHINGLES 12 I e' I e :u�; S.C.T.M.# 1000-78-09-12 GABLE FASCIA NOTES I I' X b' RAKE FASCIA 2 2 114' SOLID CROWN RAKE CAP 8 REVISIONS 12' GABLE OVERHANG 3/8' M.D.O. PLYWOOD SOFFIT Issued for Bids I' X b' RAKE FRIEZE BOARD 15/8' SOLID CROWN RAKE FRIEZE CAP I PROVIDE 5-11-2020 CONTINUOUS RIDGE FASCIA AND SOFFIT NOTES: VENT Issued for Permit I' X b' FASCIA N 6-15-2020 12' OVERHANG DH DN ARCHITECTURAL 3/8 M.D.O. PLYWOOD SOFFIT 2' CONTINUOUS SOFFIT VENT GRADE ROOF O FULL FRIEZE BOARDS - DECORATIVE SHINGLES GABLE TRIM O BC RD kND 3ATT DIN F1 'INN llF�',' II 12 12 II . 11 1111 SECOND F10OR SUB FLOOR ------------------ ILE O O Jl I I I I a L 1 11 d 11 1111 ITM O BO RD ND 13MA EN IN O DN O STAIR LANDING SUB FLOOR _ HARDIE PLANK SIDING L GL. GL. _CUSTOM TAPERED O COLUMN WRAPSFF1 I I I I I 1 1� nF I T] - T1 F O O Ib' 7' GARAGE O FIRST FLOOR SUB FLOOR Ll — - O GRADE SEAL p,ED AqC, I I I I I I I I 8' POURED CONCRETE j j I I FOUNDATION WALLS WITH Ib' X 8' I I I m \�� PFtO SFq�y�j I r r r r-------- 7 � g• a 1-1 1-� POURED CONCRETE WALL FOOTING 1-� -------------------------� k' �tt� F� C I I L---3 L— � ---i L ---- J •;.t; I I---1----T--� I1ky4Yfji r I F--� ----T--� N .:.-: I I I I DI18' --- J � 3PCFOOTING. PROVIDE POST r STEP � '9T O 216AN ANCHOR FOR SUPPORT POST r-- -T-- MAX. THIS �y y OQ E FIRST CELLAR FLOOR I_ _ ABOVE F__I—---T-- OP J N rL- --71------------------------------------------------------------------------------------1----_7 L---- L--------------------------------------------------------------------------------------------1 Copyright 2019.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violationof the New York State Education Law.These ( FRONT ELEVATION Seale: 114' - 1'-0' drawings and specifications are an instrument of service and are the property of the Architect.These drawings A-6 and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1918 SCALE AS SHOWN DATE 11/01/19 DRAWN BY DWM/RS CHECKED BY RS ` TITLE Front Elevation �lSHEET A - 6 1l � ® RSA ' RICHARD SEARLES PROVIDE ARCHITECT, P.C. CONTINUOUS RIDGE VE ARCHITECTURE PLANNING PROVIDE CONTINUOUS RIDGE P.O.Box 286 /ENT WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 ARCHITECTURAL E-mail: rsearles@rs-architect.net GRADE ROOF SHINGLES 12 8 wwEERR� GABLE FASCIA NOTES: I' X 6' RAKE FASCIA 2 1/4' SOLID CROWN RAKE CAP 11 11 111111T 12' GABLE OVERHANG 3/8' M.D.O. PLYWOOD SOFFIT IT H 1111 11 I' X 6' RAKE FRIEZE BOARD 1 5/8' SOLID CROWN RAKE FRIEZE CAP I! FASCIA AND SOFFIT NOTES: I' X 6' FASCIA N 12' OVERHANG 3/8 M.D.O. PLYWOOD SOFFIT DH 2' CONTINUOUS SOFFIT VENT FULL FRIEZE BOARDS Proposed New Residence For '-,FL \ SECOND FLOOR SUB FLOOR FL 5 G o e Intent, LLC STAIR LANDING SUB FLOOR MAR IE PLANK SIDING WOOD DECK UB FIRST FLOOR SFLOOR Southold, N.Y. 11971 1000-78-09-12 GRADE GRADE I i I I I U1 14 I i ILL REVISIONS 8' DIAM. PIER ONIsued for CELLAR 1 i i AREAWAYSTYPICAL ALL UNITS WINDOWS i i i 18' X 18' X 8' P.C. I I I I I 1 y-'- FOOTING. PROVIDE 5- Bids THAT ARE BELOW GRADE I L___J POST ANCHOR FOR SUPPORT POST Issued for Permit I I ABOVE 6-15-2020 e' POURED CONCRETE ' PROVIDE P.C. PIER FOOTINGS. I I I I ' �_ FOUNDATION WALLS WITH 16' X ' BILCO MODEL 486�t-54 I i L-----------J POURED CONCRETE WALL FOOTING—�` i CVENT ONTINUOUS RIDGE 8 PROVIDE SCAPEWELL EGRESS WINDOW CONTINUOUS RIDGE O WELL WITH EXTEN51O17AND �L----------------rl----------------I-1---------------------------------------I-� COVERL-----------------1-----------------J---------------------------------------� VENT ARCHITECTURAL O GRADE ROOF SHINGLES O 12 i LEFT 51DE ELEVATION Scale: 1/4' . V-0' a 12 O A-7 1 8 LOWERED GABLE FASCIA NOTES: 0 I' X 6' RAKE FASCIA O 2 1/4' SOLID CROWN RAKE CAP O 12' GABLE OVERHANG 3/8' M.D.O. PLYWOOD SOFFIT O PROVIDE I' X 6' RAKE FRIEZE BOARD CONTINUOUS RIDGE 1 5/8SOLID CROWN RAKE FRIEZE CAP O VENT O FASCIA AND SOFFIT NOTES: I' X 6' FASCIA 2 O 8OVER14APLYWOOD SOFFIT 12 \ 12 2' CONTINUOUS SOFFIT VENT O 8 e FULL FRIEZE BOARDS F FAI . FL SEAL ' ��RED ARC D S1'=SCREEN LOWERED 12SECOND FLOOR SUB FLOOR ¢ �� ------------- 5� s� iia � �T 02161 A y�P F OF N E� HARDIE PLANK SIDING , Copyright 2019.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect.These drawings FIRST FLOOR 5UB FLOOR WOOD DECK and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1918 GRADE GRADE I I I I I SCALE AS SHOWN DATE 11/01/19' 1/01/19 I I I I I 1 I I I I I I I DRAWN BY DWM/RS CHECKED BY RS 8' DIAIM. PIER ON I I I I I v I I 18' X 118' X 8' P.C. j j "' j i FOOTINIG. PROVIDE f1_�l rL---------------------------------------------------------J� I I I I TITLE POST ANCHOR FOR L---J — ------------ L J SUPPORT POST - ----------------------------------------- r -- { I___ I ABOVE: STEP 1 1 1 1 STEP 1 FOOTINGS -- 8' POURED CONCRETE ��_FOOTINGS �' MAX. -- I FOUNDATION WALLS WITH 16- X 8' -- W MAX. I P.C. PIER FOOTINGS. Left & Right THIS AREA __ POURED CONCRETE WALL FOOTING r__ THIS AREA I I I I I - '- Side Elevations L--------------------------------------------------------------------------- 2 RIGHT SIDE ELEVATION Scute= v4' . 1'-0' SHEET Ill A-7 — 7 RSA ' ell RICHARD SEARLES ARCHITECT, P.C. AItCHITECTLIRE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 E-mail: rsearles@rs-architect.net { Proposed New Residence For Coed PROVIDE Intent, LLC CONTINUOUS RIDGE VENT 1[ IIIH 11[1 11 ]111 1 1111 1 IIHII 1111 11 1 1111 11,111 IMI 111111 IM 11 1111 11 11H 11 HII 11 111111 111111 111111 111111 111111 111111 11111 i HI I ARCHITECTURAL GRADE ROOF Southold, N.Y. 11971 �1 SHINGLES S.C.T.M.# 1000-78-09-12 GABLE FASCIA NOTES: L I' X 6' RAKE FASCIA REVISIONS 2 1/4' SOLID CROWN RAKE CAP 12' GABLE OVERHANG 3/6' M.D.O. PLYWOOD SOFFIT Issued for Bids Ll J I' X 6' RAKE FRIEZE BOARD PROVIDE 1 1 5/8' SOLID CROWN RAKE FRIEZE CAP 5-11-2020 CONTINUOUS RIDGE — V°� FASCIA AND SOFFIT NOTES: Issued for Permit I' X 6' FASCIA 6-15-2020 DH DH 12' OVERHANG 3/8 M.D.O. PLYWOOD SOFFIT O 2' CONTINUOUS SOFFIT VENT — — FULL FRIEZE BOARDS O 11 11 IT 11 11 IT 11 11 H1 11111 HIT ARDIE PLANK 5h.'!!GEffl _ OFL _ _ _SECOND FLOOR SUB F1.00R O 12 III IIITIIIII 1 111111 111111 111111 111111 111111 8 O FIX FIX FIX O DH DH DN O GL. O O OWOOD DECK 11 _ FIRST FLOOR SUB FLOOR_ O —. GRADE SEAL I I I I I I I I D AqC --------------------------------LI- I J L J I J L J 9 P C'° ---------------------------- {--- 1 I I I S t �aSb L-- ———— L-- I T � P.C. PIER FOOTINGS. T---- T I 8' POURED CONCRETE STEP FOOTINGS S — � FOUNDATION WALLS WITH 16' X 8' 022�1' 6y1 4 MAX. THIS AREA POURED CONCRETE WALL FOOTING y0Q ' I I OF NE L--1 ----1----1-------------------------------------------------------------------------------1T---_J L—————————————————————————————————— -———————————————————————————————————————————————————————L————J Copyright 2019.Richard Searles Architect,P.C.All rights reserved•The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service I REAR ELEVATION IOIr and are the property the Architect.These drawings and specifications are not to be used on any other Scales 1/4' - 1'-0' project,except by written permission of the Architect. A-8 PROJECT NO. 19187 ' SCALE AS SHOWN DATE 11/01/19 DRAWN BY DWM/RS CHECKED BY RS TITLE Rear Elevation i SHEET 11 TABLE R402.4.1.1 ® C AIR BARRIER AND INSULATION INSTALLATION RICHARD SEARLES COMPONENT AIR BARRIER CRITERIA°- INSULATION INSTALLATION CRITERIA ARCHITECT, P.C. General Reeyirenents A co ntirnour air barrier shall be installed in the Air-permeable insulation shall not be used as a building envelope. sealing material. ARCHITECTURE PLANNING The exterior thermal envelope contains a continuous air bonier. WADING RIVER P.O.Box 286 NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 Bredcs or Joints in the air barrier shall be sealed. PROVIDE INSU TION BAFFELS TO E-mail: rsearles rs-architect net ALLOW FOR V ILATION Ceiling / Attic The art barrier In any dropped ceiling / soffit shall be The insulation in any dropped ceiling / soffit shat aligned with the insulation and any gaps in the air be aligned with the air barrier. barrier shall be sealed. R-49 INSU TION AT FLAT CEILINGS R-38 BETWEEN JOISTS Access openings, drop down stairs or knee wall doors AND R-IIBLANKET ABOVE to unconditioned attic spaces shall be sealed. Walls The Junction of the foundation and sill plate shall be Cavidtfes within corners and headers of frame sealed, walls shall be insulated by completely filling the cavity with material having a thermal resistance The Junction of the top plate and the top of exterior of R-3 per Inch minimum. wails shall be sealed. Exterior thermal envelope Insulation for frayed Knwalls shall be sealed. walls shall be installed in substantial contact and CEILING DRYWALL TAPE ee DRYWALL continuous alignment with the air barrier. TO WALL DRYWALL GASKETEDCTO TOP PLATE DRYWALL CAULKED, GLUED OR Windows, Skylights and Doors The space between window / door Jambs and framing, GASKETS TO TOP PLATE EXTERIOR SHEATHING CAULKED, and skylights and framing shall be sealed. GLUE OR GASKETS TO TOP PLATE Rim Joists Rim Joists shall Include the air barrier Rim Joists shall be insulated. Floors (including above garage The air barter shall be Installed at any exposed edge Floor framing cavity insulation shall be Installed and cantilevered floors) of Insulation. to maintain permanent contact with the underside of subfloor decking, or floor framing cavity Insulation shall be permitted to be In contact witl Proposed New Residence the top side of sheathing or continuous Insulation installed on the underside of floor For framing and extends from the bottom to thetop DRYWALL CAULKED, GLUED OR EXTERIOR SIDING �— of all perimeter floor framing members. GASKETS TO BOTTOM PLATE TAPED OR SEALED JOINTS IN EXTERIOR R-21 INSULATION AT 51X INCH Crawl space walls Exposed earth In unvented crawl spaces shalt be Where provided Instead of floor Insulation, SHEATHING BOTH HORIZONTAL AND VERTICAL EXTERIOR WAILS covered with a Class I vapor reta-der with insulation shall be permanently attached to the BOTTOM PLATE CAULKED OR overlapping Joints taped. crawl space walls. GASKETED TO SUB FLOOR EXTERIOR SHEATHING CAULKED, GLUE V r,� 0 c d OR GASKETED TO BOTTOM PLATE Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to aderfor or unconditioned space shall Intent LLC be seated, SUB FLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST / RIM CLOSURE 3.5' CLOSED CELL INSULATION AT RIM JOIST R-21 MIN. Narrow cavities Batts In narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Installation readily conforms to the available RIM JOIST / RIM CLOSURE CAULKED OR cavity space. GASKETED TO TOP PLATE. Garage separation Air sealing shall be provided between the garage and DRYWALL CAULKS, GLUED OR conditioned spaces. GASKETS EXTERIOR SHEATHING CAULKED,TO TOP PLATE GLUED OR GASKETED TO TOP PLATE Recessed lighting Recessed lighting fixtures Installed In the building Recessed light fixtures installed In the building thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC reted. Southold, N.Y. 11971 Plumbing ad wireing Batt insulation shall be cut neatly to fit around S.C.T.M.# 1000-78-09-12 wirefng and plumbing In exterior walls, or TAPED OR SEALED JOINTS IN EXTERIOR Insulation that on Installation readily conforms to SHEATHING BOTH HORIZONTAL AND VERTI L available space shall extend behind piping and wiring. REVISIONS Shower / tub on exterior wall The air barter installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs showers and tubs shall separate than from the shall be insulated. R-21 INSULATION AT SIX INCH Issued for Bids showers and tubs. DRYWALL CAULKED, GLUED OR 5-11-2020 EXTERIOR WALLS GASDVCk-TED TO BOTTOM PLATE Electrical / phone box on The air barriershall be installed behind electrical or exterior wall communication boxes or air sealed boxes shall be R-30 INSULATION WITH WIRE TIES Issued for Permit Installed. BOTTOM PLATE CAULKED OR AT CELLAR CEILING 6-15-2020 HVAC register boots HVAC register boots that penetrate build thermal GASKETS TO SUB FLOOR EXTERIOR SHEATHING CAULKED, GLUED envelope shall be sealed to the subfloor or drywall. OR GASKETED TO BOTTOM PLATE 7I NIP N, 77 77 77 77 77 7"7q.N'- N/- N'-N/- O Concealed sprinklers When rewired to be sealed, concealed fire sprinklesSUB FLOOR GLUED CAULKED OR In O shall only be sealed a manner that is recaynwxled EXTERIOR SHEATHING CAULKED, GLUED by the manufacturer. Calking or other adhesive GASKETED TO RIM JOIST / RIM CLOSURE OR GASKETED TO BOTTOM PLATE sealants shall not be used to fill voids between fire AO sprinkle cover plates and watts or ceilings. RIM JOIST / RIM CLOSURE CAULKED OR a. Inadditian, inspection of log walls shall be In accordeunce with the provisions of ICC-400 GASKETED TO SILL PLATE. O SILL PLATE INSTALLED OVER SILL GASKET SILL PLATE INSTALLED OVER SILL GASKET O R-10 INSULATION AT EXTERIOR FOUNDATI WALLS FROM FLOOR TO UNDERSIDE OF FI T O FLOOR SUB-FLOOR O i INTERIOR AIR BARRIER Scale= 1/2' . 1'-0" 2 EXTERIOR AIR BARRIER Scale= 1/2" - 1'-0" 3 THERMAL ENVELOPE INSULATION DETAILS Scale= 1/2" = 1e-0" 0 TABLE R402.1.1 A-9 USING DRYWALL AND FRAMING A-9 USING EXTERIOR SHEATHING A-t0 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ° O CLIMATE FENESTRATION SKYLIGHTb GLAZE CEILING WOOD MASS FLOOR BASEMENTc SLABd CRAWL O ZONE U-FACTOR6 U-FACTOR FENESTRATICN R-VALUE FRAME W�LL WALL R-VALUE WALL R-VALUE SPACE FULL DEPTH ATTIC O SHGC =e R-VALUE R-VALUE! R-VALUE t WALL INSULATION OVER CRATED, AIRTIGHT CAN INSULATE TO SAME R-VALUE AS DEPTH R-VALUE ATTIC ATTIC RECESSED LIGHT SURROUNDING AREA, OR INCLUDE ACTUAL FIXTURES (ASTM E-283 TESTED) R-VALUE IN COMPLIANCE CALCULATIONS RIDGE CURBS ALLOW FULL O 1 NR 0.75 0.25 30 13 3/4 13 0 0 0AIRTIGHT, (RECOMMENDED R-10 MINIMUM)) DEPTH INSULATION UP TO O CONNECTION FROM THE HATCH 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0JUNCTION BOX 4411 SEAL DRYWALL TO CUT HOLE I/2" LARGER ALL 3 0.35 0.55 0.25 38 20 OR 13 + 5h 8/13 19 5/13F 0 5/13 DRYWALL CAULKED, GLUE LL OR DRYWACAULKED, GLUE OR FRAMING WITH ET GASKOR THE WAY AROUND FOR o SEAL GASKETED TO TOP PLATE TAPED JOINT BETWEEN GASKETED TO TOP PLATE SITE AND LL END EASY FOAMING 0 D A AC EXCEPT 0.35 0.55 0.40 49 20 OR 13 + 5h 8/13 19 10/13 10,2FT 10/13 SEAL TOP PLATE CEILING AND WALL DRYWALL SEAL 70P PLATE PLATES OF EXTERIOR PENETRATIONS COMPLETES AIR BARRIER PENETRATIONS WALLS SEAL DRYWALL SEAL DRYWALL 0 \G� l� MARINE IV SEAL GAP BETWEEN TO FRAMING TO FRAMING C� DRYWALL AND CANiz . •,(l 5 AND 0.32 0.55 NR 49 20 OR 13 + 5h 13/17 309 15/19 10 2FT 15/19 FILL GAP WITH FOAM WITH A GASKET OR CAULK TRIM CAULK TRIM TO DRYWALL USE GASKETS OR WEATHER STRIPPING RINE 4 SEAL FRAMING �� BOTTOM � 70P CAULKING TO DRYWALL BETWEEN THE HATCH AND STOP \ 6 0.32 0.55 NR 49 20+5 OR 13+10in 15/20 309 15/19 10,4FT 15/19 JOINT -9T02161E -k 7 AND 8 0.32 0.55 NR 49 20+5 OR 13+10h 19/21 389 15/19 10,4FT 15/19 SEALING INTERIOR PARTITION SEALING INTERSECTIONS SEALING INTERSECTIONS SEALING PLUMBING VENT PIPES RECESSED LIGHT ATTIC HATCH OF N E� For Sit I foot - 304.8 mm. WALL INTERSECTION WITH AT THE CEILING AT EXTERIOR WALLS a. R-values are minimums. U-factors and SHGC are maximums. When insulation is Installed In a cavity which is less than the label or design ATTIC thickness of the Insulation, the installed R-value of the Insulation shall not be less than the R-value specified in the table. b. The fenestration U-factor colum excludes skylights. The 5HGC column applies to all gland fenestration. Exception= Skylights may be excluded from lazed fenestrctfon SHGC irements in climate zones I through 3 where the SHGC for such skylights does not exceed 0.30. Copyright 2019.Richard Searles Architect,P.C.All g ruy ougrights reserved,The Architect reserves the right to C. 115/19" means R-15 continuous insulation an the interior or exterior of the home or R-19 cavity insulation at the interior of the basement reproduce this design in its entirety or any portion wall. '15/19' shall be pemitte:d to be met with R-13 cavity insulation on the Interior of the basement wall plus R-5 continuous insulation on thereof.unauthorized alteration of these documents is a the interior or exterior of the home. 110/13' means R-10 continuous insulation on the Interior or exterior of the home or R-13 cavity SEAL CHIMNEY WHERE IT ALLOW FOR REQUIRED violation of the New York State Education Law.These insulation at the Interior of the basement wall. PENETRATES TO OF ENCLOSURE. USE CLEARANCE TO INSULATION drawings and specifications are instrument of service and are the property of the Architect.These drawings d. R-5 shall be added to the resWired slab edge R-values for heodted slabs. Insulation depth shall be the depth of the footing or 2 feet, FACTORY-SUPPLIED CHIMNEY AND COMBUSTIBLE and specifications are not to be used on any other whichever is less In Climate Zones I through 3 for headted slabs. FLASHING, CAULKED TO CHIMNEY OR NON-COMBUSTIBLE RIGID OR FLASHING IF AVAILABLE MATERIALS project,except by written permission of the Architect. e. There are no SHGC regilnxments In the Maine Zona,. WITH HIGH-TEMPERATURE CAULK SEMI-FLEXIBLE MATERIAL, f. Basement wall insulation is riot re4Wired in warm-hunrnid locations as defined by Figure R301.1 and Table 301.1. CAPABLE OF SPANNING GAP PROJECT NO. 1918 g. Or insulation sufficient to lilt the framing cavity, R-19 minimum. AND COULKED TO CHIMNEY h. The first value is cavity Insulation, the second value is continuous insulation, so '13+5' means R-13 cavity insulation plus R-5 continuous AND FRAMING insulation. VAPOR RETARDER SCALE AS SHOWN DATE 11/01/19 1. The woad R-value applies when more thanhalf the Insulation is on the Interior of the mass wall. ATTIC CEMENT BOARD AS TILE SEAL DRYWALL AND BACKING WILL NOT LOCKING PROVIDES BACKING FOR DRAWN BY DWM/RS CHECKED BY RS AIR BARRIER TO DETERIORATE WHEN MOIST JOINT AND SEALANT FRAMING • _ TITLE --- VAPOR RETARDER AIR BARRIER (THIN PROFILE FIREPLACE REQUIRE Air Barrier STRUCTURAL SHEATHING, AIR BARRIER (E.G. THIN PROFILE BE CAREFUL ABOUT SEALING JOIST PLYWOOD, OSB, DRYWALL, CAULK AIR SEAL ALL JOINTS AND STRucTURAt SHEATH1i�T) �� Air Sealing SPACES. IF CHASED GOES PAST FIRST JOIST, USE PLYWOOD, DRYWALL, OR SHEET METAL) INSTALL® BARRIER TO PENETRATIONS IN BOX FROM FLOOR TO 2' ABOVE TUB AIR SEAL WITH THIN PROFILE STRUCTURAL BEFORE FIREPLACE FRAMING BLOCK BETWEEN FLANGE OR SHOWER ENCLOSURE, NON EXPANSIVE SHEATHING TO BRIDGE THE SPACE JOISTS TO CREATE INSTALL INSULATION AND AIR Details. Notes INSULATION OR BETWEEN THE TOP PLATE AND THE BOX BARRIER BEFORE SETTING TUB �,U,�,�,� CHIMNEY ROUGH OPENING and Fables BLOCKING AT CANTILEVER SEAL AIR BARRIER TO 2" AIR SPACE REQUIRED SEALED ALL FOUR SIDES BETWEEN CHIMNEY AND BOTTOM PLATE AND FLOOR AIR SEAL WITH COMBUSTIBLE MATERIALS ADHEASIVE GASKETINSTALL A RIGID AIR BARRIER SHEET SEAL CANTILEVER-// RIGID INSULATION PROVIDES OR CAULKING (DRYWALL, OSB, FOAM SHEATHING, AND BAND J015T CORE R-VALUE SPACE NOTE= DUCT CHASES CAN BE JUST AS LARGE A LEAK, BUT DUCTS ETC.) TO COMPLETE THE BOX CAN BE SEALED DIRECTLY TO FRAMING WITH SPRAY FOAM WINDOW AND DOOR JAM 35 SEALING INTERIOR PARTITION SEALING FIREPLACE BOXED IN TUB IN SEALING TUB AND WITH WOOD TRIM WALL INTERSECTION WITH ENCLOSURES A - 9 INSULATED FLOOR ATTIC ENCLOSURE - -