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HomeMy WebLinkAbout49906-Z *of So(/TyO`o Town of Southold * * P.O. Box 1179 r o 53095 Main Rd 0o0� '' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46132 Date: 04/30/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: . 2200 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 123.4-5.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/16/2023 Pursuant to which Building Permit No. 49906 and dated: 10/18/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with 4 bedrooms, a 2nd Floor balcony, front and rear covered porches, a rear deck with an attached swimming pool, outdoor shower, and an attached garage with living space above as applied for. The certificate is issued to: Christopher Austin, Elizabeth Austin Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1748 2/7/2025 ELECTRICAL CERTIFICATE: 49906 4/15/2025 PLUMBERS CERTIFICATION: Brad Piecuch 12/16/2024 Auth ed Ugnature o�sofFnt�.�. TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o • SOUTHOLD, NY !y, _% 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#: 49906 Date: 10/18/2023 Permission is hereby granted to: Austin, Christopher 915 Bungalow Ln Mattituck, NY 11952 To: demolish existing dwelling and accessory building and construct a new single-family dwelling with a swimming pool addition as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals with flood permit. At premises located at: 2200 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 123.4-5.1 Pursuant to application dated 6/16/2023 and approved by the Building Inspector. To expire on 4/1812025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,519.20 CO-NEW DWELLING $50.00 DEMOLITION $619.60 DEMOLITION $96.00 Flood Permit $100.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 Building Inspector o TOWN OF SOUTHOLD �S�fFOi�cOG y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49906 Date: 10/18/2023 Permission is hereby granted to: r Austin, Christopher 916 Bungalow Ln Mattituck, NY 11952 To: demolish existing dwelling and accessory building and construct a new single-family dwelling with a swimming pool addition as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals with flood permit. At premises located at: 2200 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 123.4-5.1 Pursuant to application dated 6/16/2023 and approved by the Building Inspector. To expire on 4118/2025. Fees: Total: $3,634.80 Building Inspector ��o�SufFal�,coG- TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE Co. • SOUTHOLD, NY qok BUILDING PERMIT (THIS ERMIT MUST BE KEPT ON THE PREMISES - WITH ONE SE OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL C PLETION OF THE WORK AUTHORIZED) Permit#: 49904 Date: 10/18/2023 Permission is hereby granted to: Austin, Christopher 915 Bungalow Ln Mattituck, NY 11952 To: Electric Temp - 200amp VDI At premises located at: 2200 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 123.-4-5.1 Pursuant to application dated 10/18/2023 and approved by the Building Inspector. To expire on 4118/2025. Fees: ELECTRIC $100.00 Total: $100.00 Building Inspector OF SO!/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �o Jamesh southoldtownny.gov Southold,NY 11971-0959 ��ycDUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Chris Austin Address: 2200 Deep Hole Drive city:Mattituck st: New York zip: 11952 Building Permit#: 49906 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Modern Electric East Electrician: T. Rutkowski License No: ME-4352 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt $$ Ceiling Fixtures 39 Bath Exhaust Fan 7 Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures Smoke Detectors 6 Main Panel 2/200 'A/C Condenser 4 Single Recpt 1 Recessed Fixtures $g CO2 Detectors Sub Panel A/C Blower 4 Range Recpt gaS Ceiling Fan Combo Smoke/CO 4 Transfer Switch 400a UC Lights Dryer Recpt 2 Emergency Strobe Heat Detectors 1 Disconnect Switches gg 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge,1 wine coolier, 1 hood,1 dishwasher,2 washers,1 oven,1 microwave, 1 gas heater in garage,1 aqua link panel, 1 tranformer 300w,1 gas heater, 1 pool pump 240v,1 light Notes: 1 auto cover HOUSE Inspector Signature: LDate: April 15, 2025 2200 deep hole dr house 'a own HaIt Annex j Y6 T'ele0one(631)765-18 P.0.Sox 1179 Soufrdd.NY 11971-CM E C E � U tF. F E B 1 2 2025 131:HMING DEPARTMeTr 'OWN OF SOUMO I) Building Department �G"wn of Southold OR IUCA O i Date: Building Remit.No. Owner: (Please print) dumber—b no-a e-I"-e-CLLC-6 (Please print) T certify that the solder used in the grater supply system contains less tlon 2110 of I%lead. r (Ptumbem Sipature) Swom to before me this /6. day of n, l 20 Notary Public, County Sil l A.AtM0'owned in Suftk COMW - � l'�Staff otl R — OE 50UlyOlo # # TOWN OF SOUTHOLD BUILDI G DEPT. 631-765-1802 INSPEC TION . FOUNDATION 1 ST/ REBAR [ ]- ROUGH PLBG. [ ]" FOUNDATION 2ND [ ] INSU.LATIOWCAULKING [ ] FRAMING/STRAPPING . [ ] FINAL ] FIREPLACEr& CHIMNEY. " [ ] FIRE SAFETY INSPECTION [ .]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL(ROUGH) V] ELECTRICAL"(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL, REMARKS: tC,Oc qcoo �r vita se- foe excik,_f '14 rhe.ck em op @A 4 ro avvA f V\ 6 fvt vle,� break ro to b I,q 4e ie6� 0 evk box oo\. - 5 av/-wv_ meJ ro4ec�tObock ou'40_15 DATE of INSPECTOR SOUtho� # TOWN OF SOUTHOLD BUILDING DEPT. `y o � 631-765-1802 1 NS-PECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ .] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY ­ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c5/�e, 1A urlc��2 on p7werg 4,1(A �ol� i s CA,6 k also wl� - hrZs hoc�c o�iScen n� Gotic, v DATE a INSPECTOR 0 souryO� TOWN OF SOUTHOLD BUILDING DEPT. louffm� 631-765-1802 INSPECTION [FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: f:lq� S a- IN� ok- — -v 1po"f 0 k,� ('10 um Agr�i a DATE /3.02 INSPECTOR / [ •„�� OFSOUIgolo TOWN OF SOUTHOLD BUILDING DEPT. coo �0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION 2ND . [ ] INSULATION/CAULKING [V FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ '] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O- [ ] RENTAL REMARKS: lgeyleelA etAlt4s 11 t zid t-A PO4 du L, 2 V(�6 d ( AAM Gd r_5• ✓l S W I wI T7 Oa L4►1�i o Glr Acvt(iV 400 dA k cAk4. G Altoove, WL&4 kt.,P,Aa_ V"tA, AIOA( ll f2o.5�-S . . DATE /9 INSPECTOR �o��OF SOGTyO{o �� `� �c2 z (4o le - # TOW �F SOUTHOLD' BUILDING DEPT. cou 631-765-1802 INSPECT[ON . ' . . [ ] FOUNDATION .1 ST./ REBAR [ ] 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 [ ] RENTAL REMARKS: r�✓' �/' "� �� MCLhe Q a tzL 1 e r J. i4 ,Ica K— l'Gi/L 0 &A c U� DATE a r INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �ou 631-765-1802 INSPEC . ON [ ] FOUNDATION 1ST/ REBAR [ 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 [ ] RENTAL REMARKS: VVAVW l m pm 92 DATE n INSPECTOR OF SOUTyO� .TOWN: OF SOUTHOLD BUILDING DEPT. 631-765-1802 1'N S PECT I O N [ ]- FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: kw(A-�cyx d- ed u_ fIe�mc ok-, ayt4l&c-4.- .l:{2 A'Q_ t 05eA 5eemt� bG S . � l o4Z 4 2v (0000v" 6�'gm') DATE Jo'31-a INSPECTOR OF SOUly�lo -- # TOWN OF'SO.UTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION,1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -I K� ULATIO, NII/CAULKING [ ] FRAMING /STRAPPING [ FINAL t> [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [... ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: CID s �2A-Se W P"( t/� l DATE as INSPECTOR r 6 o. #` TOWN OF SQUTlHOLD BUILDhNG ;D`;EPT. 631-765_180,, r.: INSPECTIO,� . ,-F'O':UNDATION 1ST/ R�EB, R, f ] ROUGH PLB'G. �x f �] �FOUNDATIO'N 2ND [ ] INSU;LATIOI UCAULKINC FRAMING:/STRAPPING f ].. FINAL FIRiEP?LACE & CHI'MNEY i[• ] 'FI'RE-SAFETY'IN;SPECTI'O'N: ] FIREAESISTANT CONSTRUCTION. . ;[ ] FIRE RESISTANTtPENETRATION C ] ELECTRICAL (ROUGH) _[f ] ELECTRICAL,(FINAL): [. ] CODE`VIOLATION: [° ] PRE C/O °L l; :RENTAL M MKS: hou ff ig �y 5 q;,r' ' VN - ., -t-' R_ l 7 F D l'NSPECTOR ATE k� ��� Fos �1�� f r_. ■ / '�.. f 1 t> =ZZ = �. = +► '��."ter "►�,. 1 .�1 '�'` -�1 '+..� 1� �r v r I z I_ • W.. v � t Cierre las aberturas sin user de los Interrupto►as automjlk con pplacas de relleno.Solicde to sipuiente QOFP-Placa de relleno del interruptor automitico derwac QOM2FP-Placa de relleno del interruptor outomftico principal. Para desconectar todos los conductores de carps de los conductores de suministro,coloque Is(slanca(s)del interruptor automdtico marcado RINCI)pa o DESCONEXION DE ACOMETIDA en Is posici6n de abierto Assembled m US wth US& e175 Foreign Parts D 234451 40265-766-01 lip 5 LAL 6 7 8 10 - o 13 14 15 16 17 18 f 19 20 " - © 21 - - - - - - - - - - - 22 23- - - - - - - - - - - 24 I 25- - - - - - - - - - - 26 27- - - - - - - - - - - 28 1 29- - - - - - - - - - - 30 I , jkjEieetronicsN ....... Y.°.�Y'-- I '' •L.WIIIW r •Y4F FN GMO •CI.0 N. ...r�u. ♦MIS[EN G.IIUf:� � ... MuaLj'nk' «I 1 `1 it I T G 1. s < y S I,. rA; _ t' :'fir ;.4� .,• �"�,. >r o r r T '�y� 5 � `••� r�. A Y .`1 d Aft Al-W � dl 14 c 1islrn , + •, s• - - ` � }k. � �✓ .. _ r-•- -� � 11-!k. � I�, �:/ :1..,� r J ' IV •' + 9 F t .. b 58 FRONI Uuun 53 Sb STAIRWELL 2ND FL.BATH LTS. 54 MASTER BATH LTS• 2ND FL,GUEST BEDROOM 51 , 49 52Mp5TERBEDR00M POWDER BATHROOM 47 c SO AVERY'S BEDROOM CRAWL SPACE 45 48 SPARE AUDIO/VIDEO r 46 KITCHEN LIGHTS LAUNDRY RECEPTACLES 43 f46 AVERY'S BATH GFI 41 m 44 2ND FL.WASHER 39 42 AIR HANDLER MASTER BATH GFI — 40 2ND FL.S BATH GFI AIR HANDLER 37 38 REFRIGERATOR 2ND F BATH GFI 35 36WASHER hh��R&33 34 DEHUMIDIFIER GARAGE RECEPTACLES 31 r ` 32 HOOD/OVEN HOT WATER HEATERS 29 30 GARAGE RECEPTACLES POWDER BATH GFI 27 = 28 DINING ROOM 5oi 26 PANTRY 2 CIRCULATORS �' - a KITCHEN ISLAND 23 24 KITCHEN COUNTER KITCHEN ISLAND 21 -- 22 UNDER CAB.REF. 19 KITCHEN ISLAND _ r 20 KITCHEN COUNTER 17 r 18 MICROWAVE 15 16 KITCHEN COUNTER 13 14 AIR HANDLER 11 12 AIR HANDLER 9 t�17 10 SEPTICSYSTEIO Seer%w' 8 1ST FLOOR DRYER AIR HANDLER 7 _ 6 1ST FLOOR DRYER AIR HANDLER 5 _ 4 GARAGE HEAT 2ND FLOOR DRYER 3 ` LA 2 GARAGE HEAT 2ND FLOOR DRYER 1 ` � Q AR r p C • fir, ' 1 /y �•�s ,a f� T'j� _ as \• -,..�!�- .� �i-''fir � .�� r �' ..-` r�.. ---, .� _� ' '�•'\ ��� OWN TM INV job '.iI!� i� y• : err; -.1 ,, ,_ + �J ', It 1 / / yV ' I l i # .000 - ' IL VMS 04� S i tv y t y Alp i }tool/'• ;:. r .0 00 N ZaQ ,jam►!?. � .1 k. k1 _ io may. � r } w .• ��, `�, • 1�•' ,, _ ^'°`,�;;, . s' _ �• � � • � %mayy , L' r � it i 3s i LJ APR � 4 2025 r QUADRANT 9 ELASTDCHEM PERFORMANCE MATERIAL INSULATION CERTIFICATE [Z]Quadrant Enviroseal HFC CC A&B SIDE(CLOSED CELL) =]Quadrant Enviroseal No Mix OC A&B SIDE(OPENCELL), MInsulthane 450 No Mix OC A&B SIDE(OPEN CELL) L7lnsulthane Extrm HFO HLA&BSIDE(CLOSED CELL) C�Natural Polymers Therm Light 0.4 OC A&B SIDE(OPEN CELL)- _ Natura!Polymers Therm 2.0 HFO WINTER CCA&BSIDE(CLOSED-CELL) Cl U " Ir 'q -o e" ;z .r i ` � Manufacturer: Lot/B IS )OBSITE: I`-i rU LI DATE OF INSTALLATION; Spray 'FaaM, DrYw Spackle 8. Paint 86 E INpUSTRY CT,DEER PARK NY 11729 PNONF 431-943-8364 EMAIL: ANTHONYINSULACORPAZ@GMAIL.COM INSTALLED By'. • :ar: (�,�u,ir'i�'�"' 6a1,:D.peawrr6mg,,.ae 0tideeer490 ---------- - Stan date: 2/27 Ir Start tune &NOW 09.aaor Igbbon._bill 101299 Barometric pressure kPa Wind speedMs Direction■ TasgnaB+R riBM 4wgps®ap oladgars-'F -house one: Enter data manually t - :� Capture data automatically Baseline,initial(Pal -326 -4.47 -bq 4.71 056 -421 t -2A8 i -7.12 -4.10 -2.81 -329 4.51 Time Per Baseline Pressure 10, (Average baseline,initial AP m-3.69 AP of J.08 AP o1.0.56 Building preswre[Pa) -5631 .56.67 -49-75 -48.06 -40.7 -31.76 -24.44 -24.07 -19,05 -11.71 -10.75 Test Fan 1[408378) if/v��t0,n I pa Test Fan 1[408378] 1 Pa 363.9 354.7 306A 2S8.8 2175 164.1 141.9 104 733 32.7 Test Fan 1 14W3781 --- - - Time Per Induced Pressure -- -Baseline,final(Pal -277 -1.18- -3-- .23 -273 J.99 -7.lp -L70 -2.W -1.83 -233 -1.13 -0.67 ---- Average baseline,final AP m-228 AP os--228 AP Tempenshae,final indoors 68-F outdoors 68•F Induced pressure(Pal -5333 -53.68 -46.76 -45A8 -37.72 -28.78 -25.46 -21.08 -16.07 -8.73 -7.77 --- Total 11-tcFMl 1611.11 1S87.84 1462.14 1331.92 1211,34 1041.06 963.873 819A77 683.727 453A10 367.099 Connected Flow,0,(cFM) 1607.92 1584.69 1459.24 1329.34 1208.94 103%W 961.966 817.858 682374 452512 366373 Corrected flow Or (CFM 1607.9 1584.7 1459.2 13293 1208.9 1039.0 961.97 817.86 68237 45L5 7 E"OrM IA% 4).6% 1.1% -5.4% -22% 22% 3.4% 0.7% 2. 53% -7A% lk- height X temperature di8 O ft'F Re uka Un rtalllfy 902 +/-14.82 f3aar Beeline Oab Intercept C. (CFMNd[ % _ Intercept 90.1 ICFMIM +/-14.82% large CPA Air at 50 Pa 1514.0 [CFM @ Sol Pressure UP-1,na 0.721 +/-5.759% Air at 50 Pa,nso'.; 2240 Vh at 50 Pail Correlanon,r 0.92710 Row par F Area at 50 Pa ---0325 (CFM/sq ftl +/-3.8% - - Flow par E Area at 50 Pa. 0325 ICTM/sq ftl +/-3.8% Effective leakage area at 4 EfUy(Ati- 69.55 (sq in) +/-0.6% Equivalent leakage area 1 o pa 139.6 1-i +/-4.B% LEED Permeability at 4 Pa lsq.00O W f0 +/-A6% (add notes here) Finish time - -- -. - Ressd4 Summary (hide details) - _compliance statement Comblrsed Tat Dab(AreraOe VMuea) Height X temperature dlH-e is less than 1180 ft T Yes Beslrf s Unc wtb Tested in both directions No 1459.0 Five or more btulding pressure target points used v Air flow at 50 Pa ICFM @ 501 +/-4.7% es Air charges at 50 Pa,nw 1.97 Vh at 50 Pa) +/J.7% Baseline taken for 10 se-nds or more Yes Building target pressures taken for 10 seconds or more Yes Flow pa Poor Area at 50 Pa 0313 [CFM/sq g] +/-4.7% Slope is>=0.5 and<=1.0 Yes Flow per Envelope Area at 50 Pa 0.313 [CFM/sq ftl +H.7% Conelation>=Oq6 Yes Effective leakage area at 4 Pa,EIUy(Ai,) 50.69 [sq in) +/-13.6% Equivalent leakage area at 10 Pa 112.6 laq in) +/-7.5% LEED Permeability at 4 Pa 1.089 lsq irV100 sq ff) +/-13.6.,% Wanrings and E. Q �+���1Nwdaaq r�wl�rR�e.rn�snaEns-1e _— -- - -- I Air Leakage Test In compliance with ASTM E779-19 FanTeatic lie 16tn allowed j �^ igaipwaRt O"dabid ftbwyGaoga:DM32SMt40mm Prinrryro amolecl000 Too OedWuan 'Sandi For. sl 0l1) Gauge DM32 - SM �Ot31a: I r'"I.. .. Ieetmtx t0op jis'��� —_— d OM32X Rdrplu Number. J OM32 J DM2 Gauges ba aFbrand: Fan Iast ufibnite& Q^ 9uildingandprloarrdNaik (hidedadic) ----- - - Building description 220D DEEP HOLE DRIVE _ Budding Address Elwodm Zorn fan level R 2200 DEEP HOLE DRIVE — '` .• 9d13g hrgM 1.-9ran4 —R cry C-.q State NY Country ap --- _ Enclowm Volume arR i_.. - Legal Pbt a: Unlqm Property IQ- I Floor art; aq R Cultalrr degb -- End—Am aqR 22GODeep Hole Road MAR 2 0 2025 HVAC Load Calculations for Building Department Town of Southold Chris Austin 220 Deep Hole Road Mattituck NY 11952 RHVACftsuouNmAL HVAC o ns Prepared By: John W. Stotzky USA Energy Testing 6 Romana Drive Hampton Bays, NY 11946 631-682-4896 Monday, March 17, 2025 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 2 Project Report General Project Information Project Title: 220 Deep Hole Road Designed By: USA Energy Testing Project Date: Saturday, March 1, 2025 Client Name: Chris Austin Client Address: 220 Deep Hole Road Client City: Mattituck NY 11952 Client Phone: 631-445-4348 Company Name: USA Energy Testing Company Representative: John W. Stotzky Company Address: 6 Romana Drive Company City: Hampton Bays, NY 11946 Company Phone: 631-682-4896 Company E-Mail Address: usaenergytesting@yahoo.com Design Data Reference City: Suffolk Co. AP, East Quogue (Islip DD), Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 0 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,124 CFM Per Square ft.: 0.313 Square ft. of Room Area: 3,591 Square ft. Per Ton: 1,342 Volume (ft'): 35,643 Building Loads Total Heating Required Including Ventilation Air: 45,542 Btuh 45.542 MBH Total Sensible Gain: 26,562 Btuh 83 % Total Latent Gain: 5,536 Btuh 17 % Total Cooling Required Including Ventilation Air: 32,098 Btuh 2.67 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 3 Load Preview Report Net tt'j Sen Lat Net Sen Sys Sys Scope Ton /Ton; Area Gain Gain Gain Loss Htg Clg Act CFM CFM CFM Building 2.67 1,342 3,591 26,562 5,536 32,098 45,542 546 1,124 1,124 System 1 0.84 1,117 933 8,347 1,675 10,022 11,209 146 361 361 8xl0 Supply Duct Latent 445 445 Return Duct 414 92 506 0 Zone 1 933 7,933 1,138 9,071 11,209 146 361 361 8xl0 1-Mechanical Room 72 480 20 500 778 10 22 22 1-4 2-Pantry 27 23 0 23 67 1 1 1 1-4 3-Mud Room 87 319 16 335 968 13 15 15 1-4 4-Laundry Room 30 168 7 175 507 7 8 8 1-4 5-Bed 1 Bathroom 48 82 7 89 262 3 4 4 1-4 6-Bedroom 1 139 592 33 625 1,817 24 27 27 1--4 7-Closet Bedroom 1 16 45 6 51 153 2 2 2 1--4 8-Kitchen 313 5,631 1,029 6,660 4,893 64 257 257 2-7 9-First Floor Office 156 553 20 573 1,651 21 25 25 2-4 10-Bathroom 45 40 0 40 113 1 2 2 1-4 System 2 1.32 1,332 1,758 13,316 2,523 15AM 22,442 281 571 571 Sort 3 Supply Duct Latent 844 844 Return Duct 776 172 948 871 Zone 1 1,758 12,540 1,507 14,047 21.571 281 571 571 9x13 11-RecRoom 398 1,039 67 1,106 4,733 62 47 47 2-4 12-Hallway 1 96 22 0 22 152 2 1 1 2-4 13-2nd Floor Main HalMey 180 491 0 491 432 6 22 22 2-4 14-ShairwayArea 71 633 48 681 2,944 38 29 29 2-4 15-Half Bathroom 28 10 0 10 40 1 0 0 1--4 16-Living Room 576 1,927 96 2,023 8,563 111 88 88 3 4 174(ilchen 408 8,419 1296 9,715 4,706 61 384 384 4--6 System 3 0.38 1,783 682 3,603 986 4.589 9,511 97 140 140 5xB Ventilafon 230 537 768 1,728 26 26 26 Supply Duct Latent 383 383 Return Duct 295 66 361 333 Zone 1 682 3,077 0 3,077 7.450 97 140 140 5)8 18-Bed 2 Bathroom 120 214 0 214 732 10 10 10 1-4 19-Bed 2 Closet 26 14 0 14 43 1 1 1 1-4 20-Bed 2 131 1,162 0 1,162 2,645 34 53 53 2-4 21-2nd Floor Laundry 72 274 0 274 204 3 12 12 1-4 22-Bedroom 3 168 1,000 0 1,000 3,435 45 46 46 2-4 23-Bed 3 Bathroom 45 22 0 22 75 1 1 1 1-4 24-Bed 3 Hall 18 8 0 8 30 0 0 0 1-4 25-Bed 3 Closet 101 384 0 384 286 4 17 17 1-4 System 0.14 1,590 218 1296 352 1,648 2,380 22 51 51 4x5 Ventilafon 90 209 299 672 10 10 10 Supply Duct Latent 122 122 Return Duct 96 21 117 0 Zone 1 218 1,110 0 1,110 1,708 22 51 51 45 26-Master Bedroom Closet 101 356 0 356 133 2 16 16 1-4 27-MallerOfice 118 755 0 755 1,575 21 34 34 1-4 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r110 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 4 Duct Size Preview Room or Source Minimum Mabmum Rough. Design Sr Duct Duct Htg ! Clg Ad Duct Reg Duct Name Velocity Vebcty Factor L/100 Lass Vebcty Length, Flow,_, Flow ..Flow Si& Sim System 1 Supply Runouts Zone 1 1-Mechanical Room Built-In 0 750 0.01 0.1 250.4 10_I 22 1-4 2-Pantry Built-In 0 750 0.01 0.1 122 1- 1 1-4 3-Mud Room Built-In 0 750 0.01 0.1 166.4 13- 15 1-4 4-Laundry Room Built-In 0 750 0.01 0.1 87.6 7- 8 1-4 5-Bed 1 Bathroom Built-In 0 750 0.01 0.1 43 3- 4 1-4 6-Bedroom 1 Built-In 0 750 0.01 0.1 3092 24- 27 1-4 7-Closet Bedroom 1 Built-In 0 750 0.01 0.1 23.5 2- 2 1-4 8-Kitchen Built-In 0 750 0.01 0.1 480 64- 257 2--7 9-First Floor Office Built-In 0 750 0.01 0.1 144.4 21- 25 2-4 10-Bathroom Built-In 0 750 0.01 0.1 21.1 1- 2 1-4 Other Ducts in System 1 Supply MainTrulk Built-In 0 900 0.003 0.1 650.6 146- 361 8x10 System 2 Supply Runouts Zone 1 11-Rec Room Built-In 0 750 0.01 0.1 271.1 62-I 47 2-4 12-Hallway 1 Built-In 0 750 0.01 0.1 5.7 2-I 1 2-A 13-2nd Floor Main Hallway Built-In 0 750 0.01 0.1 128.1 6-I 22 2-4 14-Stairway Area Built-In 0 750 0.01 0.1 1652 38- 29 2-4 15-HalfBathroom Built-In 0 750 0.01 0.1 5.1 1_ 0 1-4 16-Living Room Built-In 0 750 0.01 0.1 335.5 111- 88 3-4 17-Kitchen Built-In 0 750 0.01 0.1 488.4 61_ 384 4 OtherDucts in System2 Supply MainTrunk Built-In 0 900 0.003 0.1 703.2 281- 571 9x13 System 3 Supply Runouts Zone 1 18-Bed 2 Bathroom Built-In 0 750 0.01 0.1 111.6 10_ 10 1-4 19-Bed 2 Closet Built-In 0 750 0.01 0.1 72 1- 1 1--4 20-Bed 2 Built-In 0 750 0.01 0.1 303.3 34- 53 2-4 21-2nd Floor Laundry Built-In 0 750 0.01 0.1 143.1 3- 12 1-4 22-Bedroom 3 Built-In 0 750 0.01 0.1 261.1 45 46 2-4 23-Bed 3 Bathroom Built-In 0 750 0.01 0.1 11.4 1 1 1--4 24-Bed 3 Hail Built-In 0 750 0.01 0.1 4.3 0 0 1-4 25-Bed 3 Closet Built-In 0 750 0.01 0.1 200.3 4- 17 1-4 OtherDucts in System3 Supply MainTrulk Built-In 0 900 0.003 0.1 504.8 97_I 140 W System 4 Supply Runouts Zone 1 26-Master Bedroom Closet Built-In 0 750 0.01 0.1 185.7 2- 16 1-4 27-Mater0fice Built-In 0 750 0.01 0.1 394 21- 34 1-4 Other Ducts in System 4 Supply MainTrulk Built-In 0 900 0.003 0.1 364.3 22 51 4x5 Summary System 1 _ Heating Flow: 146 Cooling Flow: 361 System 2 Heating Flow: 281 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 5 Duct Size Preview (cont'd) Summary Cooling Flow: 571 System 3 Heating Flow: 97 Cooling Flow: 140 System 4 Heating Flow: 22 Cooling Flow: 51 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 6 Tabular Manual D Ductsize Grid Ducts Room(s) Feeds Flow Diam Wid Hei Vel Zones 220 Deep Hole Road D S i (1).00 Updated C 220 Deep Hole Road U @F System 2-Second Supply Return I R System 4-Fourth — Supply Return ....... _. -.---__—_-_ __._................. !.. .__. —_ t__..... C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 7 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1D-cm-o: Glazing-Double pane, operable window, clear, 379 11,543 0 2,638 2,638 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 1A-cv-d: Glazing-Single pane, sliding glass door, clear, 48 2,592 0 1,608 1,608 vinyl frame, U-value 0.9, SHGC 0.64 1A-cb-d: Glazing-Single pane, sliding glass door, clear, 15 567 0 130 130 metal frame with break, in partition wall, U-value 1.08, SHGC 0.75 12F2-Obw: Wall-Frame, R-34 closed cell 2 lb. spray foam 142 469 0 28 28 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 1578 3,038 0 695 695 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12D1-Obw: Part-Frame, R-21 closed cell 2 lb. spray foam 120 319 0 73 73 insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs, U-value 0.076 12F2-OBW: Wall- 130 429 0 139 139 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 702.4 927 0 974 974 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 16A-44: Partition Roof/Ceiling (STD=8, WTD=35)-Under 1460.9 1,126 0 257 257 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U-value 0.022 19D1-11osp: Partition Floor(STD=13, WTD=35)-Over 72.4 182 0 68 68 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Partition Floor(STD=8, WTD=35)-Over 1258.9 3,172 0 724 724 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Floor-Over enclosed crawl space, R-19 96 84 0 11 11 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 Subtotals for structure: 24,448 0 7,345 7,345 People: 6 1,200 1,380 2,580 Equipment: 980 3,900 4,880 Lighting: 60 205 205 Ductwork: 14,873 2,145 9,780 11,925 Infiltration: Winter CFM: 58, Summer CFM: 23 3,821 465 198 663 Ventilation: Winter CFM: 36, Summer CFM: 36 2,401 746 320 1,066 AED Excursion: 0 0 3,434 3,434 Total Building Load Totals: 45,542 5,536 26,562 32,098 Check Figures Total Building Supply CFM: 1,124 CFM Per Square ft.: 0.313 Square ft. of Room Area: 3,591 Square ft. Per Ton: 1,342 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 8 Total Building Summary Loads (cont'd) Check Figures �w.,. .._,,. .. Volume (ft3): 35,643 Building Loads Total Heating Required Including Ventilation Air: 45,542 Btuh 45.542 MBH Total Sensible Gain: 26,562 Btuh 83 % Total Latent Gain: 5,536 Btuh 17 % Total Cooling Required Including Ventilation Air: 32,098 Btuh 2.67 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 9 Building Pie Chart Floor 8% Ventilation 5% Roof 5% Infiltration 8% Wall 9% Building Loss 45,542 Btuh Ductwork 33% Glass 32% Floor 3% Roof 4% AED Excursion 11% Wall 3% Ventilation 3% Glass 14% Infiltration 2% I N' Building Gain 32,098 People 8% Btuh Ductwork 37% Equipment 15% Lighting 1% CAUsers\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4.31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 10 System 1 First Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 95 2,894 0 661 661 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 1A-cv-d: Glazing-Single pane, sliding glass door, clear, 48 2,592 0 1,608 1,608 vinyl frame, U-value 0.9, SHGC 0.64 12F2-Obw: Wall-Frame, R-34 closed cell 2 lb. spray foam 142 469 0 28 28 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 595 1,146 0 262 262 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12D1-0bw: Part-Frame, R-21 closed cell 2 lb. spray foam 120 319 0 73 73 insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs, U-value 0.076 12F2-OBW: Wall- 130 429 0 139 139 19D1-11osp: Partition Floor(STD=13, WTD=35)-Over 72.4 182 0 68 68 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Partition Floor(STD=8, WTD=35)-Over 860.5 2,168 0 495 495 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 Subtotals for structure: 10,199 0 3,334 3,334 People: 0 0 0 0 Equipment: 980 1,500 2,480 Lighting: 60 205 205 Ductwork: 0 537 2,558 3,095 Infiltration: Winter CFM: 15, Summer CFM: 8 1,010 158 66 224 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 685 685 System 1 First Load Totals: 11,209 1,675 8,347 10,022 Check Figures Supply CFM: 361 CFM Per Square ft.: 0.387 Square ft. of Room Area: 933 Square ft. Per Ton: 1,117 Volume (ft'): 9,185 System Loads Total Heating Required Including Ventilation Air: 11,209 Btuh 11.209 MBH Total Sensible Gain: 8,347 Btuh 83 % Total Latent Gain: 1,675 Btuh 17 % Total Cooling Required Including Ventilation Air: 10,022 Btuh 0.84 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 11 System 2 Second Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1D-cm-o: Glazing-Double pane, operable window, clear, 220 6,699 0 1,532 1,532 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 546 1,051 0 240 240 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 180 238 0 249 249 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 16A-44: Partition Roof/Ceiling (STD=B, WTD=35)-Under 1083.2 835 0 190 190 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U-value 0.022 19D1-11osp: Partition Floor(STD=B, WTD=35)-Over 398.4 1,004 0 229 229 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Floor-Over enclosed crawl space, R-19 96 84 0 11 11 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 Subtotals for structure: 9,911 0 2,451 2,451 People: 6 1,200 1,380 2,580 Equipment: 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 10,552 1,016 4,797 5,813 Infiltration: Winter CFM: 30, Summer CFM: 15 1,979 307 132 439 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,156 2,156 System 2 Second Load Totals: 22,442 2,523 13,316 15,839 Check Figures Supply CFM: 571 CFM Per Square ft.: 0.325 Square ft. of Room Area: 1,758 Square ft. Per Ton: 1,332 Volume (ft'): 18,036 System Loads Total Heating Required Including Ventilation Air: 22,442 Btuh 22.442 MBH Total Sensible Gain: 13,316 Btuh 84 % Total Latent Gain: 2,523 Btuh 16 % Total Cooling Required Including Ventilation Air: 15,839 Btuh 1.32 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 12 System 3 Third Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1D-cm-o: Glazing-Double pane, operable window, clear, 49 1,493 0 341 341 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 1A-cb-d: Glazing-Single pane, sliding glass door, clear, 15 567 0 130 130 metal frame with break, in partition wall, U-value 1.08, SHGC 0.75 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 368.8 710 0 163 163 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Partition Roof/Ceiling (STD=8, WTD=35)-Under 377.7 291 0 67 67 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U-value 0.022 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 304.1 401 0 422 422 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 Subtotals for structure: 3,462 0 1,123 1,123 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,321 449 1,834 2,283 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 26, Summer CFM: 26 1,728 537 230 768 AED Excursion: 0 0 416 416 System 3 Third Load Totals: 9,511 986 3,603 4,589 Check Figures Supply CFM: 140 CFM Per Square ft.: 0.206 Square ft. of Room Area: 682 Square ft. Per Ton: 1,783 Volume (ft'): 6,474 System Loads Total Heating Required Including Ventilation Air: 9,511 Btuh 9.511 MBH Total Sensible Gain: 3,603 Btuh 79 % Total Latent Gain: 986 Btuh 21 % Total Cooling Required Including Ventilation Air: 4,589 Btuh 0.38 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 13 System 4 Fourth Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 15 457 0 104 104 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 68.2 131 0 30 30 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 218.3 288 0 303 303 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 Subtotals for structure: 876 0 437 437 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 143 592 735 Infiltration: Winter CFM: 13, Summer CFM: 0 832 0 0 0 Ventilation: Winter CFM: 10, Summer CFM: 10 672 209 90 299 AED Excursion: 0 0 177 177 System 4 Fourth Load Totals: 2,380 352 1,296 1,648 Check Figures Supply CFM: 51 CFM Per Square ft.: 0.232 Square ft. of Room Area: 218 Square ft. Per Ton: 1,590 Volume (ft'): 1,948 System Loads Total Heating Required Including Ventilation Air: 2,380 Btuh 2.380 MBH Total Sensible Gain: 1,296 Btuh 79 % Total Latent Gain: 352 Btuh 21 % Total Cooling Required Including Ventilation Air: 1,648 Btuh 0.14 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 14 Equipment Data - System 1 - First Cooling System Type: Two Stage A/C Outdoor Model: XC16-024-230-02 Indoor Model: CBX27UH-024-230-6-02 Outdoor Manufacturer: LENNOX Indoor Manufacturer: LENNOX Capacity: 0 Efficiency: Heating System Type: Propane Gas Hot Water Space Heater Model: 05123 Manufacturer: TRI ANGLE TUBE Capacity: 124,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 8,347 Btuh, Lat. gain: 1,675 Btuh, Sen. loss: 11,209 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 62.91F, Entering htg. coil DB: 70F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 361 CFM, Req. htg. airflow: 146 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 15 Equipment Data - System 2 - Second Cooling System Type: Two Stage A/C Outdoor Model: XC16-024-230-02 Indoor Model: CBX27UH-024-230-02 Outdoor Manufacturer: LENNOX Nominal Capacity: 0 Adjusted Capacity: 240000 Adjusted Sensible Capacity: 2000 Adjusted Latent Capacity: 238000 Efficiency: Heating System Type: Natural Gas Furnace Model: 0612 Manufacturer: TRI TUBE Capacity: 240,000 Efficiency: 0 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 13,316 Btuh, Lat. gain: 2,523 Btuh, Sen. loss: 22,442 Btuh, Entering clg. coil DB: 76.2F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 571 CFM, Req. htg. airflow: 281 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 16 Equipment Data - System 3 - Third Cooling System Type: Standard Air Conditioner Outdoor Model: XC16-024-230-02 Indoor Model: CBX27UH-024-230-02 Outdoor Manufacturer: LENNOX Capacity: 0 Efficiency: 0 SEER Heating System Type: Natural Gas Furnace Model: 0612 Manufacturer: TRI TUBE Capacity: 240,000 Efficiency: 0 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 3,603 Btuh, Lat. gain: 986 Btuh, Sen. loss: 9,511 Btuh, Entering clg. coil DB: 78.4F, Entering clg. coil WB: 64.9F, Entering htg. coil DB: 51.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 140 CFM, Req. htg. airflow: 97 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 17 Equipment Data - System 4 - Fourth Cooling System Type: Standard Air Conditioner Outdoor Model. XC16-024-230-02 Indoor Model: CBX27UH-024-230-6-02 Outdoor Manufacturer: LENNOX Nominal Capacity: 0 Adjusted Capacity: 240000 Adjusted Sensible Capacity: 480000 Adjusted Latent Capacity: -240000 Efficiency: 0 SEER Heating System Type: Natural Gas Furnace Model: CHALLENGER Manufacturer: TRI TUBE Capacity: 240,000 Efficiency: 0 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 1,296 Btuh, Lat. gain: 352 Btuh, Sen. loss: 2,380 Btuh, Entering clg. coil DB: 78.3F, Entering clg. coil WB: 64.917, Entering htg. coil DB: 42AF, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 51 CFM, Req. htg. airflow: 22 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).rl0 Updated.rl0 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 95 2,894 0 661 661 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 1A-cv-d: Glazing-Single pane, sliding glass door, clear, 48 2,592 0 1,608 1,608 vinyl frame, U-value 0.9, SHGC 0.64 12F2-Obw: Wall-Frame, R-34 closed cell 2 lb. spray foam 142 469 0 28 28 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 595 1,146 0 262 262 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 12D1-0bw: Part-Frame, R-21 closed cell 2 lb. spray foam 120 319 0 73 73 insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs, U-value 0.076 12F2-OBW: Wall- 130 429 0 139 139 19D1-11osp: Partition Floor(STD=13, WTD=35)-Over 72.4 182 0 68 68 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Partition Floor(STD=8, WTD=35)-Over 860.5 2,168 0 495 495 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 Subtotals for structure: 10,199 0 3,334 3,334 People: 0 0 0 0 Equipment: 980 1,500 2,480 Lighting: 60 205 205 Ductwork: 0 0 2,144 2,144 Infiltration: Winter CFM: 15, Summer CFM: 8 1,010 158 66 224 System 1, Zone 1 Load Totals: 11,209 1,138 7,933 9,071 Check Figures Supply CFM: 361 CFM Per Square ft.: 0.387 Square ft. of Room Area: 933 Square ft. Per Ton: 1,234 Volume (ft3): 9,185 Zone Loads Total Heating Required: 11,209 Btuh 11.209 MBH Total Sensible Gain: 7,933 Btuh 87 % Total Latent Gain: 1,138 Btuh 13 % Total Cooling Required: 9,071 Btuh 0.76 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 19 System 2, Zone 9 Summary Loads (Average Load Procedure for Rooms) Component Area San Lat Sen Total Description Quan Loss Gain Gain Gain 1D-cm-o: Glazing-Double pane, operable window, clear, 220 6,699 0 1,532 1,532 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 546 1,051 0 240 240 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 180 238 0 249 249 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 16A-44: Partition Roof/Ceiling (STD=8, WTD=35)-Under 1083.2 835 0 190 190 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U-value 0.022 19D1-11osp: Partition Floor(STD=B, WTD=35)-Over 398.4 1,004 0 229 229 enclosed crawl space, R-19 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 19D1-11osp: Floor-Over enclosed crawl space, R-19 96 84 0 11 11 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 lb. spray foam, 3 inches in 2 x 10 joist cavity, U-value 0.072 Subtotals for structure: 9,911 0 2,451 2,451 People: 6 1,200 1,380 2,580 Equipment: 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 9,681 0 4,021 4,021 Infiltration: Winter CFM: 30, Summer CFM: 15 1,979 307 132 439 System 2, Zone 1 Load Totals: 21,571 1,507 12,540 14,047 Check Figures Supply CFM: 571 CFM Per Square ft.: 0.325 Square ft. of Room Area: 1,758 Square ft. Per Ton: 1,501 Volume (ft3): 18,036 Zone Loads Total Heating Required: 21,571 Btuh 21.571 MBH Total Sensible Gain: 12,540 Btuh 89 % Total Latent Gain: 1,507 Btuh 11 % Total Cooling Required: 14,047 Btuh 1.17 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.rl0 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 20 System 3, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area San Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 49 1,493 0 341 341 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 1A-cb-d: Glazing-Single pane, sliding glass door, clear, 15 567 0 130 130 metal frame with break, in partition wall, U-value 1.08, SHGC 0.75 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 368.8 710 0 163 163 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Partition Roof/Ceiling (STD=8, WTD=35)-Under 377.7 291 0 67 67 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U-value 0.022 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 304.1 401 0 422 422 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 Subtotals for structure: 3,462 0 1,123 1,123 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,988 0 1,538 1,538 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3, Zone 1 Load Totals: 7,450 0 3,077 3,077 Check Figures Supply CFM: 140 CFM Per Square ft.: 0.206 Square ft. of Room Area: 682 Square ft. Per Ton: 2,659 Volume (ft'): 6,474 Zone Loads Total Heating Required: 7,450 Btuh 7.450 MBH Total Sensible Gain: 3,077 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 3,077 Btuh 0.26 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 21 System 4, Zone 1 Summate Loads (Average Load Procedure for Rooms) Component " _._� . - .:w _.: Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 15 457 0 104 104 metal frame no break, in partition wall, U-value 0.87, SHGC 0.67 12F2-Obw: Part-Frame, R-34 closed cell 2 lb. spray foam 68.2 131 0 30 30 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.055 16A-44: Roof/Ceiling-Under Attic with Insulation on Attic 218.3 288 0 303 303 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-44 insulation, U- value 0.022 Subtotals for structure: 876 0 437 437 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 496 496 Infiltration: Winter CFM: 13, Summer CFM: 0 832 0 0 0 System 4, Zone 1 Load Totals: 1,708 0 1,110 1,110 Check Figures Supply CFM: 51 CFM Per Square ft.. 0.232 Square ft. of Room Area: 218 Square ft. Per Ton: 2,359 Volume (ft3): 1,948 Zone Loads Total Heating Required: 1,708 Btuh 1.708 MBH Total Sensible Gain: 1,110 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 1,110 Btuh 0.09 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 22 System 1, Zone 1 Pie Chart Infiltration 9% Floor 21% System 1 , Zone 1 Loss 11 ,209 Btuh Wall 21% Glass 49% Floor 6% AED Excursion 8% Wall 6% Infiltration 2% System Ductwork 24% 1 , Zone Glass 25% 1 Gain 9,071 Btu Lighting 2% Equipment 27% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 23 System 2, Zone 9 Pie Chart Floor 5% Infiltration 9% Roof 5% Wall 5% System 2, Zone 1 Loss 21 ,571 Btuh Glass 31% Ductwork 45% Floor 2% Roof 3% Wall 2% AED Excursion 15% Glass 11% Infiltration 3% System 2, Zone 1 Gain People 18% 14,047 Btuh Ductwork 29% Equipment 17% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 24 System 3, Zone 1 Pie Chart Roof 9% Wall 10% System 3, Zone 1 Loss Ductwork 54% 7,450 Btuh Glass 28% Roof 16% AED Excursion 14% Wall 5% System 3, Zone 1 Gain 3,077 Glass 15% Btu h Ductwork 50% C:\Users\usaen\Down1oads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 25 System 4, Zone 1 Pie Chart Roof 17% System Wall 8% 4, Zone Infiltration 49% 1 Loss 1 ,708 Btu h Glass 27% AED Excursion 16% Roof 27% � System N' 4, Zone 1 Gain 1 ,110 Wall 3% Btuh Glass 9% Ductwork 45% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 26 System 1, Zone 1 Bar Graph 6,000 5,000 System 4,000 1 , Zone 1 3,000 Loss 11 ,209 2,000 Btu h 1,000 0 Floor 21% Wall 21% Glass 49% Infiltration 9% 2,500 2,000 System 1,500 _ 1 , Zone 1 Gain 1,000 9,071 Btu h 500 0 Floor 6% Glass 25% Lighting 2% Infiltration 2% Wall 6% Equipment 27% Ductwork 24% AED Excursion 8% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 27 System 2, Zone 1 Bar Graph 10,000 8,000 System 6,000 2, Zone 1 Loss 4,000 21 ,571 Btuh 2,000 0 Floor 5% Wall 5% Ductwork 45% Roof 5% Glass 31% Infiltration 9% 5,000 4,000 System 3,000 2, Zone 1 Gain 2,000 14,047 Btu 1,000 OEM Floor 2% Wall 2% People 18% Ductwork 29% AED Excursion 15% Roof 3% Glass 11% Equipment 17% Infiltration 3% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 28 System 3, Zone 1 Bar Graph 4,000 3,000 System 3, Zone 1 2,000 Loss 7,450 Btu h _ 1,000 0 Roof 9% Wall 10% Glass 28% Ductwork 54% 2,000 1,500 System 3, Zone 1,000 1 Gain 3,077 Btu h 500 0 Roof 16% Glass 15% AED Excursion 14% Wall 5% Ductwork 50% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 29 System 4, Zone 1 Bar Graph 1,000 800 System 600 4, Zone 1 Loss 400 1 ,708 Btuh 200 0 Roof 17% Wall 8% Glass 27% Infiltration 49% 500 400 System 300 4, Zone 1 Gain 200 1 ,110 Btu h 100 . 0 Roof 27% Glass 9% AED Excursion 16% Wall 3% Ductwork 45% C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 30 Detailed Room Loads - Room 1 - Mechanical Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.1 ft. System Number: 1 Room Width: 14.2 ft. Zone Number: 1 Area: 72.4 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 724 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 22 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 250 ft./min. Percent of Supply: 0 % Runout Air Velocity: 250 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F2-Obw 14.2 X 10 142 0.055 3.3 469 0.2 0 28 Floor-Part-19D1-11osp 14.2 X 5.1 72.4 0.072 2.5 182 0.9 0 68 Subtotals for Structure: 651 0 96 Infil.: Win.: 1.9, Sum.: 1.0 142 0.894 127 0.056 20 8 Ductwork: 0 130 AED Excursion: 41 Lighting: 60 205 Room Totals: 778 20 480 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 31 Detailed Room Loads - Room 2 - Pantry (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.1 ft. System Number: 1 Room Width: 5.2 ft. Zone Number: 1 Area: 26.5 sq.ft. Supply Air: 1 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 212 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 12 ft./min. Percent of Supply: 0 % Runout Air Velocity: 12 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor-Part-19D1-11osp 5.2 X 5.1 26.5 0.072 2.5 67 0.6 0 15 Subtotals for Structure: 67 0 15 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0 6 AED Excursion: 2 Room Totals: 67 0 23 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 32 Detailed Room Loads - Room 3 - Mud Room (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 7.6 ft. Zone Number: 1 Area: 86.6 sq.ft. Supply Air: 15 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 866 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 166 ft./min. Percent of Supply: 0 % Runout Air Velocity: 166 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.033 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat San Description Quantity Value HTM Loss HTM Gain Gain N -Part-8'/35°-12F2-Obw 11.4 X 10 99 0.055 1.9 191 0.4 0 44 N -GIs-1 D-cm-o in partition 15 0.870 30.5 457 6.9 0 104 Floor-Part-19D1-11osp 7.6 X 11.4 86.6 0.072 2.5 218 0.6 0 50 Subtotals for Structure: 866 0 198 Infil.: Win.: 1.5, Sum.: 0.8 114 0.895 102 0.061 16 7 Ductwork: 0 86 AED Excursion: 28 Room Totals: 968 16 319 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 33 Detailed Room Loads - Room 4 - Laundry Room (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.7 ft. System Number: 1 Room Width: 5.2 ft. Zone Number: 1 Area: 29.6 sq.ft. Supply Air: 8 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 296 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 8 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 88 ft./min. Percent of Supply: 0 % Runout Air Velocity: 88 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.010 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat San Description Quantity Value HTM Loss HTM Gain Gain N -Part-8°/35°-12F2-Obw 5.2 X 10 42 0.055 1.9 81 0.4 0 18 N -GIs-1 D-cm-o in partition 10 0.870 30.5 305 7.0 0 70 Floor-Part-19D1-11osp 5.2 X 5.7 29.6 0.072 2.5 75 0.6 0 17 Subtotals for Structure: 461 0 105 Infil.: Win.: 0.7, Sum.: 0.4 52 0.885 46 0.058 7 3 Ductwork: 0 45 AED Excursion: 14 Room Totals: 507 7 168 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 34 Detailed Room Loads - Room 5 - Bed 1 Bathroom (Average Load Procedure) General CalculationMode: Htg. &clg. Occurrences: 1 Room Length: 9.6 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 48.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 4 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 43 ft./min. Percent of Supply: 0 % Runout Air Velocity: 43 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.003 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg San Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Part-8'/35°-12F2-Obw 5 X 10 50 0.055 1.9 96 0.4 0 22 Floor-Part-1 9D1-11 osp 5 X 9.6 48 0.072 2.5 121 0.6 0 28 Subtotals for Structure: 217 0 50 Infil.: Win.: 0.7, Sum.: 0.3 50 0.900 45 0.060 7 3 Ductwork: 0 22 AED Excursion: 7 Room Totals: 262 7 82 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 35 Detailed Room Loads - Room 6 - Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.6 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 139.2 sq.ft. Supply Air: 27 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,392 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 27 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 309 ft./min. Percent of Supply: 0 % Runout Air Velocity: 309 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.110 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Part-8°/35°-12F2-Obw 11.6 X 10 91 0.055 1.9 175 0.4 0 40 W -Part-8'/35°-12D1-0bw 12 X 10 120 0.076 2.7 319 0.6 0 73 N -GIs-1 D-cm-o in partition 25 0.870 30.5 761 7.0 0 174 Floor-Part-19D1-11osp 12 X 11.6 139.2 0.072 2.5 351 0.6 0 80 Subtotals for Structure: 1,606 0 367 Infil.: Win.: 3.2, Sum.: 1.6 236 0.894 211 0.059 33 14 Ductwork: 0 160 AED Excursion: 51 Room Totals: 1,817 33 592 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 36 Detailed Room Loads - Room 7 - Closet Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 4.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 16.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 160 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 24 ft./min. Percent of Supply: 0 % Runout Air Velocity: 24 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Part-8°/35°-12F2-Obw 4 X 10 40 0.055 1.9 77 0.4 0 18 Floor-Part-1 9D1-11 osp 4 X 4 16 0.072 2.5 40 0.6 0 9 Subtotals for Structure: 117 0 27 Infil.: Win.: 0.5, Sum.: 0.3 40 0.900 36 0.050 6 2 Ductwork: 0 12 AED Excursion: 4 Room Totals: 153 6 45 C:\Users\usaen0ownloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 37 Detailed Room Loads - Room 8 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 17.6 ft. System Number: 1 Room Width: 17.8 ft. Zone Number: 1 Area: 313.3 sq.ft. Supply Air: 257 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 3,133 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 128 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 480 ft./min. Percent of Supply: 0 % Runout Air Velocity: 480 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.119 in.wg./100 ft, Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Part-8°/35°-12F2-Obw 17.6 X 10 161 0.055 1.9 310 0.4 0 71 S-Wall-12F2-OBW 17.8 X 10 130 0.055 3.3 429 1.1 0 139 W-GIs-1 D-cm-o in partition 15 0.870 30.5 457 6.9 0 104 S -GIs-1A-cv-d shgc-0.64 0%S 48 0.900 54.0 2,592 33.5 0 1,608 Floor-Part-1 9D1-11 osp 17.8 X 17.6 313.3 0.072 2.5 789 0.6 0 180 Subtotals for Structure: 4,577 0 2,102 Infil.: Win.: 4.8, Sum.: 2.4 354 0.893 316 0.059 49 21 Ductwork: 0 1,521 AED Excursion: 486 Equipment: 980 1,500 Room Totals: 4,893 1,029 5,631 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 38 Detailed Room Loads - Room 9 - First Floor Office (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 14.2 ft. Zone Number: 1 Area: 156.2 sq.ft. Supply Air: 25 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,562 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 144 ft./min. Percent of Supply: 0 % Runout Air Velocity: 144 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.025 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Part-8°/35°-12F2-Obw 14.2 X 10 112 0.055 1.9 216 0.4 0 49 S -GIs-1 D-cm-o in partition 30 0.870 30.5 914 7.0 0 209 Floor-Part-19D1-11osp 14.2 X 11 156.2 0.072 2.5 394 0.6 0 90 Subtotals for Structure: 1,524 0 348 Infil.: Win.: 1.9, Sum.: 1.0 142 0.894 127 0.056 20 8 Ductwork: 0 150 AED Excursion: 48 Room Totals: 1,651 20 553 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing C 220 Deep Hole Road Hampton Bays, NY 11946 Page 39 Detailed Room Loads - Room 10 - Bathroom (Average Load P1 ocedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 9.0 ft. Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 360 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 21 ft./min. Percent of Supply: 0 % Runout Air Velocity: 21 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.001 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor-Part-19D1-11osp 9 X 5 45 0.072 2.5 113 0.6 0 26 Subtotals for Structure: 113 0 26 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0 11 AED Excursion: 3 Room Totals: 113 0 40 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 40 Detailed Room Loads - Room 11 - Rec Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 2 Room Width: 16.6 ft. Zone Number: 1 Area: 398.4 sq.ft. Supply Air: 47 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 3,984 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 24 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 271 ft./min. Percent of Supply: 0 % Runout Air Velocity: 271 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Part-8°/35°-12F2-Obw 16.6 X 10 136 0.055 1.9 262 0.4 0 60 S-GIs-1 D-cm-o in partition 30 0.870 30.5 914 7.0 0 209 Floor-Part-19D1-11osp 16.6 X 24 398.4 0.072 2.5 1,004 0.6 0 229 Subtotals for Structure: 2,180 0 498 Infil.: Win.: 6.5, Sum.: 3.3 166 2.584 429 0.175 67 29 Ductwork: 2,124 333 AED Excursion: 179 Room Totals: 4,733 67 1,039 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 41 Detailed Room Loads - Room 12 - Hallway 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 6.0 ft. Zone Number: 1 Area: 96.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 768 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity. 6 ft./min. Percent of Supply: 0 % Runout Air Velocity: 6 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor-19D1-11osp 6 X 16 96 0.072 0.9 84 0.1 0 11 Subtotals for Structure: 84 0 11 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 68 7 AED Excursion: 4 Room Totals: 152 0 22 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 42 Detailed Room Loads - Room 13 - 2nd Floor Main Hallway (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 30.0 ft. System Number: 2 Room Width: 6.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 1,800 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 128 ft./min. Percent of Supply: 0 % Runout Air Velocity: 128 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.020 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-44 30 X 6 180 0.022 1.3 238 1.4 0 249 Subtotals for Structure: 238 0 249 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 194 157 AED Excursion: 84 Room Totals: 432 0 491 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 43 Detailed Room Loads - Room 14 - Stairway Area (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 2 Room Width: 11.8 ft. Zone Number: 1 Area: 70.8 sq.ft. Supply Air: 29 CFM Ceiling Height: 20.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,416 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 14 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 165 ft./min. Percent of Supply: 0 % Runout Air Velocity: 165 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.032 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Part-8'/35°-12F2-Obw 6 X 20 84 0.055 1.9 162 0.4 0 37 N -GIs-1 D-cm-o in partition 36 0.870 30.5 1,096 7.0 0 251 UP-Ceil-Part-16A-44 6 X 11.8 70.8 0.022 0.8 55 0.2 0 12 Subtotals for Structure: 1,313 0 300 Infil.: Win.: 4.7, Sum.: 2.4 120 2.583 310 0.175 48 21 Ductwork: 1,321 203 AED Excursion: 109 Room Totals: 2,944 48 633 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 44 Detailed Room Loads - Room 15 - Half Bathroom (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 4.0 ft. System Number: 2 Room Width: 7.0 ft. Zone Number: 1 Area: 28.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 224 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 5 ft./min. Percent of Supply: 0 % Runout Air Velocity: 5 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg San Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-Part-16A-44 4 X 7 28 0.022 0.8 22 0.2 0 5 Subtotals for Structure: 22 0 5 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 18 3 AED Excursion: 2 Room Totals: 40 0 10 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 45 Detailed Room Loads - Room 16 - Living Room (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 2 Room Width: 24.0 ft. Zone Number: 1 Area: 576.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 5,760 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 29 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 335 ft./min. Percent of Supply: 0 % Runout Air Velocity: 335 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.129 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg San Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Part-8°/35°-12F2-Obw 24 X 10 128 0.055 1.9 246 0.4 0 56 S-GIs-1 D-cm-o in partition 112 0.870 30.5 3,410 7.0 0 780 UP-Ceil-Part-16A-44 24 X 24 576 0.022 0.8 444 0.2 0 101 Subtotals for Structure: 4,100 0 937 Infil.: Win.: 9.4, Sum.: 4.7 240 2.583 620 0.171 96 41 Ductwork: 3,843 618 AED Excursion: 331 Room Totals: 8,563 96 1,927 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 46 Detailed Room Loads - Room 17 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.6 ft. System Number: 2 Room Width: 16.6 ft. Zone Number: 1 Area: 408.4 sq.ft. Supply Air: 384 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 4,084 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 0 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Part-8°/35°-12F2-Obw 24 X 10 198 0.055 1.9 381 0.4 0 87 S -GIs-1D-cm-o in partition 42 0.870 30.5 1,279 7.0 0 292 UP-Ceil-Part-16A-44 24.6 X 16.6 408.4 0.022 0.8 314 0.2 0 72 Subtotals for Structure: 1,974 0 451 Infil.: Win.: 9.4, Sum.: 4.7 240 2.583 620 0.171 96 41 Ductwork: 2,112 2,699 AED Excursion: 1,448 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 0 2,400 Room Totals: 4,706 1,296 8,419 Equipment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Whole House Scenario Option 1, Refrigerator, range with 2400 0 100 100 2400 0 hood, dishwasher, clothes washer and vented clothes dryer, electronic equipment and lighting allowance. Note: 1000 Btuh for the kitchen, 500 Btuh for the utility room, 900 Btuh allowance for a TV or computer and a few lighting fixtures. Total 2400 0 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 C Page 47 Detailed Room Loads - Room 18 - Bed 2 Bathroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 3 Room Width: 8.6 ft. Zone Number: 1 Area: 120.4 sq.ft. Supply Air: 10 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 1,204 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 10 CFM Percent of Supply.: 26 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 112 ft./min. Percent of Supply: 19 % Runout Air Velocity. 112 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.015 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Part-8'/35°-12F2-Obw 8.6 X 8 64.8 0.055 1.9 125 0.4 0 29 S-GIs-1 D-cm-o in partition 4 0.870 30.5 122 7.0 0 28 UP-Ceil-Part-16A-44 14 X 8.6 120.4 0.022 0.8 93 0.2 0 21 Subtotals for Structure: 340 0 78 Infil.: Win.: 0.0, Sum.: 0.0 69 0.000 0 0.000 0 0 Ductwork: 392 107 AED Excursion: 29 Room Totals: 732 0 214 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 48 Detailed Room Loads - Room 19 - Bed 2 Closet (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.7 ft. System Number: 3 Room Width: 5.6 ft. Zone Number: 1 Area: 26.3 sq.ft. Supply Air: 1 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.2 AC/hr Volume: 211 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 24 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 7 ft./min. Percent of Supply: 19 % Runout Air Velocity: 7 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-Part-16A-44 4.7 X 5.6 26.3 0.022 0.8 20 0.2 0 5 Subtotals for Structure: 20 0 5 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 23 7 AED Excursion: 2 Room Totals: 43 0 14 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 49 Detailed Room Loads - Room 20 - Bed 2 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.1 ft. System Number: 3 Room Width: 13.0 ft. Zone Number: 1 Area: 131.3 sq.ft. Supply Air: 53 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,313 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 9 CFM Runout Air: 26 CFM Percent of Supply.: 18 % Runout Duct Size: 4 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 303 ft./min. Percent of Supply: 19 % Runout Air Velocity: 303 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.106 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg San Cig Lat San Description Quantity Value HTM Loss HTM Gain Gain S-Part-8°/35°-12F2-Obw 13 X 8 74 0.055 1.9 142 0.4 0 33 S -GIs-1 D-cm-o in partition 30 0.870 30.5 914 7.0 0 209 UP-Ceil-16A-44 10.1 X 13 131.3 0.022 1.3 173 1.4 0 182 Subtotals for Structure: 1,229 0 424 Infil.: Win.: 0.0, Sum.: 0.0 104 0.000 0 0.000 0 0 Ductwork: 1,416 581 AED Excursion: 157 Room Totals: 2,645 0 1,162 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 50 Detailed Room Loads - Room 29 - 2nd Floor Laundry (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 3 Room Width: 8.0 ft. Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 12 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 720 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 12 CFM Percent of Supply.: 6 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 143 ft./min. Percent of Supply: 19 % Runout Air Velocity: 143 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.025 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg San Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-44 9 X 8 72 0.022 1.3 95 1.4 0 100 Subtotals for Structure: 95 0 100 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 109 137 AED Excursion: 37 Room Totals: 204 0 274 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 51 Detailed Room Loads - Room 22 - Bedroom 3 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 3 Room Width: 14.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 46 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 1,680 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 12 CFM Runout Air: 23 CFM Percent of Supply.: 27 % Runout Duct Size: 4 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 261 ft./min. Percent of Supply: 19 % Runout Air Velocity: 261 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat San Description Quantity Value HTM Loss HTM Gain Gain S -Part-8°/35°-12F2-Obw 14 X 10 125 0.055 1.9 241 0.4 0 55 W-Part-8°/35°-12F2-Obw 12 X 10 105 0.055 1.9 202 0.4 0 46 S -GIs-1 D-cm-o in partition 15 0.870 30.5 457 6.9 0 104 W-GIs-1A-cb-d in partition 15 1.080 37.8 567 8.7 0 130 UP-Ceil-Part-16A-44 12 X 14 168 0.022 0.8 129 0.2 0 30 Subtotals for Structure: 1,596 0 365 Infil.: Win.: 0.0, Sum.: 0.0 260 0.000 0 0.000 0 0 Ductwork: 1,839 500 AED Excursion: 135 Room Totals: 3,435 0 1,000 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 52 Detailed Room Loads - Room 23 - Bed 3 Bathroom (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 3 Room Width: 9.0 ft. Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.2 AC/hr Volume: 360 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 27 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 11 ft./min. Percent of Supply: 19 % Runout Air Velocity: 11 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen CIg Lat San Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-Part-16A-44 5 X 9 45 0.022 0.8 35 0.2 0 8 Subtotals for Structure: 35 0 8 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 40 11 AED Excursion: 3 Room Totals: 75 0 22 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 53 Detailed Room Loads - Room 24 - Bed 3 Hall (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 3 Room Width: 3.6 ft. Zone Number: 1 Area: 18.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 180 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 28 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 4 ft./min. Percent of Supply: 19 % Runout Air Velocity: 4 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-Part-16A-44 5 X 3.6 18 0.022 0.8 14 0.2 0 3 Subtotals for Structure: 14 0 3 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 16 4 AED Excursion: 1 Room Totals: 30 0 8 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 54 Detailed Room Loads - Room 25 - Bed 3 Closet (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 3 Room Width: 8.4 ft. Zone Number: 1 Area: 100.8 sq.ft. Supply Air: 17 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 806 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 17 CFM Percent of Supply.: 6 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 200 ft./min. Percent of Supply: 19 % Runout Air Velocity: 200 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.047 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-44 12 X 8.4 100.8 0.022 1.3 133 1.4 0 140 Subtotals for Structure: 133 0 140 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 153 192 AED Excursion: 52 Room Totals: 286 0 384 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 55 Detailed Room Loads - Room 26 - Master Bedroom Closet (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 4 Room Width: 8.4 ft. Zone Number: 1 Area: 100.8 sq.ft. Supply Air: 16 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,008 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 16 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 186 ft./min. Percent of Supply: 20 % Runout Air Velocity: 186 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.041 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16A-44 12 X 8.4 100.8 0.022 1.3 133 1.4 0 140 Subtotals for Structure: 133 0 140 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0 159 AED Excursion: 57 Room Totals: 133 0 356 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 lu Page 56 Detailed Room Loads - Room 27 - Mater Office (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.3 ft. System Number: 4 Room Width: 10.4 ft. Zone Number: 1 Area: 117.5 sq.ft. Supply Air: 34 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 940 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 34 CFM Percent of Supply.: 27 % Runout Duct Size: 4 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 394 ft./min. Percent of Supply: 20 % Runout Air Velocity: 394 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.177 in.wg./l00 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Part-8°/35°-12F2-Obw 10.4 X 8 68.2 0.055 1.9 131 0.4 0 30 S -GIs-1 D-cm-o in partition 15 0.870 30.5 457 6.9 0 104 UP-Ceil-16A-44 11.3 X 10.4 117.5 0.022 1.3 155 1.4 0 163 Subtotals for Structure: 743 0 297 Infil.: Win.: 12.6, Sum.: 0.0 83 10.000 832 0.000 0 0 Ductwork: 0 337 AED Excursion: 121 Room Totals: 1,575 0 755 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 57 Room Cooling and Heating Loads Bar Graphs Mechanical Room Pantry Cooling Mud Room Laundry Room Bed 1 Bathroom Bedroom 1 ELM Closet Bedroom 1 Kitchen Heating First Floor Office Bathroom 0 2,000 4,000 6,000 8,000 Btuh C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 58 Room Cooling and Heating Loads Bar Graphs Rec Room Hallway 1 Cooling 2nd Floor Main Hallway Stairway Area Half Bathroom Living Room Kitchen Bed 2 Bathroom Heating Bed 2 Closet Bed 2 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 59 Room Cooling and Heating Loads Bar Graphs 2nd Floor Laundry Cooling Bedroom 3 Bed 3 Bathroom Bed 3 Hall Bed 3 Closet rum Master Bedroom Closet I Heating Mater Office 0 1,000 2,000 3,000 4,000 Btuh C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 60 Room Cooling Loads Bar Graphs Mechanical Room Pantry Sensible Mud Room Laundry Room Bed 1 Bathroom Bedroom 1 Closet Bedroom 1 Kitchen Latent First Floor Office Bathroom 0 2,000 4,000 6,000 8,000 Btuh C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 61 Room Cooling Loads Bar Graphs Rec Room Hallway 1 Sensible 2nd Floor Main Hallway Stairway Area Half Bathroom Living Room Kitchen Bed 2 Bathroom Latent Bed 2 Closet Bed 2 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 62 Room Cooling Loads Bar Graphs 2nd Floor Laundry Sensible Bedroom 3 Bed 3 Bathroom Bed 3 Hall Bed 3 Closet Master Bedroom Closet Latent Mater Office 0 500 1,000 1,500 Btu h C:\Users\usaen\Down1oads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 63 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Mechanical Room 72 778 10 1-4 250 480 20 22 22 2 Pantry 27 67 1 1-4 12 23 0 1 1 3 Mud Room 87 968 13 1-4 166 319 16 15 15 4 Laundry Room 30 507 7 1-4 88 168 7 8 8 5 Bed 1 Bathroom 48 262 3 1-4 43 82 7 4 4 6 Bedroom 1 139 1,817 24 1-4 309 592 33 27 27 7 Closet Bedroom 1 16 153 2 1-4 24 45 6 2 2 8 Kitchen 313 4,893 64 2-7 480 5,631 1,029 257 257 9 First Floor Office 156 1,651 21 2-4 144 553 20 25 25 10 Bathroom 45 113 1 1-4 21 40 0 2 2 Duct Latent 445 Return Duct 0 414 92 System 1 total 933 11,209 146 8,347 1,675 361 361 System 1 Main Trunk Size: 8x10 in. Velocity: 651 ft./min Loss per 100 ft.: 0.112 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.84 83%/ 17% 8,347 1,675 10,022 Equipment Data Heating System Cooling System Type: Propane Gas Hot Water Space Heater Two Stage A/C Model: 05123 XC 16-024-230-02 Indoor Model: CBX27UH-024-230-6-02 Brand: Efficiency: 96 AFUE Sound: 0 0 Capacity: 124,000 Btuh 0 Btuh Adjusted Capacity: n/a -320 Btuh Sensible Capacity: n/a 0 Btuh Adjusted Sensible Capacity: n/a 8,000 Btuh Latent Capacity: n/a 0 Btuh Adjusted Latent Capacity: n/a -8,320 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain. 8,347 Btuh, Lat. gain: 1,675 Btuh, Sen. loss: 11,209 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 361 CFM, Req. htg. airflow: 146 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 64 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 11 Rec Room 398 4,733 62 2-4 271 1,039 67 47 47 12 Hallway 1 96 152 2 2-4 6 22 0 1 1 13 2nd Floor Main 180 432 6 2-4 128 491 0 22 22 Hallway 14 Stairway Area 71 2,944 38 2-4 165 633 48 29 29 15 Half Bathroom 28 40 1 1-4 5 10 0 0 0 16 Living Room 576 8,563 111 3-4 335 1,927 96 88 88 17 Kitchen 408 4,706 61 4-6 488 8,419 1,296 384 384 Duct Latent 844 Return Duct 871 776 172 System 2 total 1,758 22,442 281 13,316 2,523 571 571 System 2 Main Trunk Size: 9x13 in. Velocity: 703 ft./min Loss per 100 ft.: 0.103 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.32 84%/ 16% 13,316 2,523 15,839 Equipment Data Heating System Coolinq System Type: Natural Gas Furnace Two Stage A/C Model: 0612 XC 16-024-230-02 Indoor Model: CBX27UH-024-230-02 Brand: Efficiency: 0 AFUE Sound: 0 0 Capacity: 240,000 Btuh 0 Btuh Adjusted Capacity: n/a 240,000 Btuh Sensible Capacity: n/a 0 Btuh Adjusted Sensible Capacity: n/a 2,000 Btuh Latent Capacity: n/a 0 Btuh Adjusted Latent Capacity: n/a 238,000 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 1OF, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 13,316 Btuh, Lat. gain: 2,523 Btuh, Sen. loss: 22,442 Btuh, Entering clg. coil DB: 76.2F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 571 CFM, Req. htg. airflow: 281 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 65 System 3 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 18 Bed 2 Bathroom 120 732 10 1-4 112 214 0 10 10 19 Bed 2 Closet 26 43 1 1-4 7 14 0 1 1 20 Bed 2 131 2,645 34 2-4 303 1,162 0 53 53 21 2nd Floor Laundry 72 204 3 1-4 143 274 0 12 12 22 Bedroom 3 168 3,435 45 2-4 261 1,000 0 46 46 23 Bed 3 Bathroom 45 75 1 1-4 11 22 0 1 1 24 Bed 3 Hall 18 30 0 1-4 4 8 0 0 0 25 Bed 3 Closet 101 286 4 1-4 200 384 0 17 17 Ventilation 1,728 230 537 Duct Latent 383 Return Duct 333 295 66 System 3 total 682 9,511 97 3,603 986 140 140 System 3 Main Trunk Size: 5x8 in. Velocity: 505 ft./min Loss per 100 ft.: 0.110 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.38 79%/21% 3,603 986 4,589 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 0612 XC 16-024-230-02 Indoor Model: CBX27UH-024-230-02 Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 240,000 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 3,603 Btuh, Lat. gain: 986 Btuh, Sen. loss: 9,511 Btuh, Entering clg. coil DB: 78AF, Entering clg. coil WB: 64.9F, Entering htg. coil DB: 51.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 140 CFM, Req. htg. airflow: 97 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 66 System 4 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 26 Master Bedroom 101 133 2 1-4 186 356 0 16 16 Closet 27 Mater Office 118 1,575 21 1-4 394 755 0 34 34 Ventilation 672 90 209 Duct Latent 122 Return Duct 0 96 21 System 4 total 218 2,380 22 1,296 352 51 51 System 4 Main Trunk Size: 4x5 in. Velocity: 364 ft./min Loss per 100 ft.: 0.091 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.14 79%/21% 1,296 352 1,648 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: CHALLENGER XC 16-024-230-02 Indoor Model: CBX27UH-024-230-6-02 Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 240,000 Btuh 0 Btuh Adjusted Capacity: n/a 240,000 Btuh Sensible Capacity: n/a 0 Btuh Adjusted Sensible Capacity: n/a 480,000 Btuh Latent Capacity: n/a 0 Btuh Adjusted Latent Capacity: n/a -240,000 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 1,296 Btuh, Lat. gain: 352 Btuh, Sen. loss: 2,380 Btuh, Entering clg. coil DB: 78.3F, Entering clg. coil WB: 64.9F, Entering htg. coil DB: 42AF, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 51 CFM, Req. htg. airflow: 22 CFM C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).rl0 Updated.rl0 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 67 Building Rotation Duct Sizes _ Direction Frortdoor Faces �--------Room or N NE�— E SE S SW W Max NW Duct Duct Name Hg I Clg Hg 1 Clg { Htg Clg ! Hg Clg Hg Clg Hg Clg Hg Clg Htg ag Sine _Flow Flow Flow Flow Flow Flay Flow F Flow Flow Flog Flow Flow Flow Flow Flow System 1 Supply Runouts Zone 1 1-Mechanical Room 10_ 10 22 10- 10_ 10= 10_ lopo10_ 1 2-Pantry 1_ 1 1 1- 1- 1- 1- 1 1 1- 1-4 3-Mud Room 13_ 13 15 13_ 13- 13_ 13_ 131 12 13- 1-4 4-Laundry Room 7- 7 8 7- 7- 7- 7- 71 6 7- 1-4 5-Bed 1 Bathroom 3_ 3 4 3— 3— 3— 3— 3� 3 3— 1-4 6-Bedroom 1 24— 24 28 24— 24_ 24— 24— 240 23 24 W� 1-4 7-Closet Bedroom 1 2= 2 2 2= 2= 2= 2= 21 2 2 W 2 1-4 8-Kitchen 64= 64_ 64 350 64 MM 64_ 64_ 641 316 64`93 2-8 9-Flrst Floor Office 21 21 26 21— 21 '" 21— 21— 211 21 21 W22 2-4 1&Bathroom 1= 1 2 1— 1 2 1— 1— 1 2 1W 2 1-4 OtherDucts in System 1 Supply MainTruik 146— 146 453 146_ 146 jPtI60 146 M 146_ 146_ 146 383 8x13 System 2 Supply Runouts Zone 1 11-Rec Room 62_ 62— 62 61 62 R 50 62— 62_ 62 L,-_40 62 M 2-4 12-HalAvay 1 2— 2— 2 1 2 W 1 2= 2= 2 1 201 2-4 13-2nd Floor Main Hallway 6■ 6■ 6 29 6124 6 E 6 E 6FL 61[0 2-4 14-Stairway Area 38— 38® 38 37 38 1LW 38® 38_ 38 L_24 38 W 2-4 15-Half Bathroom 1— 1— 1 1 1_ 1— 1_ 1 Nk 1 R 0 1-4 16-Living Room 111— 111— 111 114 111— 111_ 111— 111 111 W8 3-5 17-Kitchen 61— 61_ 61 497 61— 61_ 61— 61 30 61 1t3 5-7 OtherDucts in System Supply MainTrutk 281 281 281 741 281 601 281— 281 281 ° 485 281 i� 10x14 System 3 Supply Runouts Zone 1 18-Bed 2 Bathroom 10— 10 10 15 10_ 10— 10_ 101 9 10_ 1-4 19-Bed 2 Closet 1— 10 1 1 1— 1— 1— 1 1 1— 1-4 20-Bed 2 34— 34[ 76 34 79 34— 34— 34— 34 48 34— 2-5 21-2nd Floor Laundry 3_ 31 18 3 19 3_ 3_ 3_ 31 11 3— 1-4 22-Bedroom 3 45— 451 65 45 68 45_ 45_ 45— 45 42 45— 2-4 23-Bed 3 Bathroom 1— 1 1 1 1 1— 1— 1— 1 1 1_ 1-4 24-Bed3Hall 0- 0 0 1 0- 0_ 0= 0�. 0 0- 1-4 25-Bed 3 Closet 4- 4 P25 4 26 4- 4_ 4- 4 16 4- 1-4 OtherDucts in System 3 Supply Main Tank 97 14 W"%1 97 209 97_ 97— 97_ 97_ 97 6x.9 System 4 --- - Supply Runouts Zone 1 26-Master Bedroom Closet 2■ 2 E 2 22 2 E 2■ 2 E 21 2 16 1--4 1 ter+ 27-Mater O6ce 21— 21— 21 48 21 21— 21— 211 35 21 IP133 1-5 OtherDucts in System Supply MainTnnk 22 22 22 70 22 22 22 22 22 4)6 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays,NY 11946 Page 68 Building Rotation Duct Sizes (cont'd) Direcdon Frontdoor Faces _ Room or N NE r E Max Duct Name _.r -_ _ .__.. _ .._...---- --..___5E S SW W NW Duct Hill Clg Htg ( Clg H� Clg f Clg Flb Cig Hy Clg Hfg Gg HIg Clg Sine Flag Flay Flow_;__Flav Flow Flow 1 ,Flow_ Flow Flow Flow Flow Flow Fbw Flaw Flow Flaw------ I I— _j Bldg.High Dir.,East Sensible Gain:34,151 Latent Gain:5,534 _ Summary System 1 Heating Flow: 146 Cooling Flow: 361 System 2 Heating Flaw: 281 Cooling Flow: 571 System 3 Heating Flaw: 97 Cooling Flow: 140 System 4 Heating Flaw: 22 Cooling Flow: 51 C:\Users\usaen\Down1oads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:33 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 69 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces North Individual Rooms 00 45' 90, 135* 180' 225° 270* 315* High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Mechanical Room 22 *22 21 19 21 19 19 19 1--4 2 Pantry 1 *1 1 1 1 1 1 1 1--4 3 Mud Room 15 *15 14 13 14 13 12 13 1--4 4 Laundry Room 8 *8 7 7 8 7 6 7 1--4 5 Bed 1 Bathroom 4 *4 4 3 4 3 3 3 1--4 6 Bedroom 1 27 *28 25 24 27 24 23 23 1--4 7 Closet Bedroom 1 2 *2 2 2 2 2 2 2 1--4 8 Kitchen 257 346 *350 267 206 267 316 293 2--8 9 First Floor Office 25 *26 24 22 25 22 21 22 2--4 10 Bathroom 2 *2 2 2 2 2 2 2 1--4 System 2: Zone 1: 11 Rec Room 47 56 *61 50 40 39 40 42 2--4 12 Hallway 1 1 1 *1 1 1 1 1 1 2--4 13 2nd Floor Main 22 27 *29 24 19 18 19 20 2--4 Hallway 14 Stairway Area 29 34 *37 30 24 24 24 26 2--4 15 Half Bathroom 0 1 *1 0 0 0 0 0 1--4 16 Living Room 88 105 *114 92 74 73 75 78 3--5 17 Kitchen 384 457 *497 404 325 317 326 343 5--7 System 3: Zone 1: 18 Bed 2 Bathroom 10 14 *15 11 8 8 9 8 1--4 19 Bed 2 Closet 1 1 *1 1 1 1 1 1 1--4 20 Bed 2 53 76 *79 60 45 46 48 45 2--5 21 2nd Floor Laundry 12 18 *19 14 11 11 11 11 1--4 22 Bedroom 3 46 65 *68 51 38 39 42 38 2--4 23 Bed 3 Bathroom 1 1 *1 1 1 1 1 1 1--4 24 Bed 3 Hall 0 1 *1 0 0 0 0 0 1--4 25 Bed 3 Closet 17 25 *26 20 15 15 16 15 1--4 System 4: Zone 1: 26 Master Bedroom 16 20 *22 19 14 14 16 16 1--4 Closet 27 Mater Office 34 42 *48 40 29 30 35 33 1--5 * Indicates highest CFM of all rotations. Whole Building Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° North 1,124 26,562 5,536 2.67 45' Northeast 1,396 32,543 5,537 3.17 90, East *1,469 *34,151 5,534 *3.31 135' Southeast 1,179 27,768 5,536 2.78 180' South 954 22,808 5,515 2.36 225° Southwest 997 23,792 5,548 2.44 270' West 1,070 25,379 *5,549 2.58 315' Northwest 1,061 25,169 5,507 2.56 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.00 Monday, March 17, 2025, 4:33 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 70 Building Rotation Report (cont'd) * Indicates highest value of all rotations. System 1 Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° North 361 8,347 1,675 0.84 45' Northeast *453 *10,352 1,675 *1.00 90, East 449 10,266 1,676 1.00 135' Southeast 360 8,319 1,678 0.83 180° South 309 7,195 *1,678 0.74 225° Southwest 360 8,319 1,678 0.83 270' West 405 9,310 1,675 0.92 315' Northwest 383 8,828 1,675 0.88 * Indicates highest value of all rotations. System 2 Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° North 571 13,316 2,523 1.32 45' Northeast 681 15,716 2,520 1.52 90, East *741 *17,038 2,517 *1.63 135' Southeast 601 13,974 2,521 1.37 180' South 484 11,395 2,516 1.16 225° Southwest 472 11,131 *2,528 1.14 270' West 485 11,406 2,513 1.16 315' Northwest 511 11,974 2,512 1.21 * Indicates highest value of all rotations. System 3 Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° North 140 3,603 986 0.38 45° Northeast 201 4,936 990 0.49 90, East *209 *5,122 988 *0.51 135' Southeast 158 4,001 984 0.42 180' South 118 3,101 968 0.34 2250 Southwest 121 3,190 990 0.35 270' West 128 3,358 *1,009 0.36 315' Northwest 118 3,101 968 0.34 * Indicates highest value of all rotations. System 4 Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° North 51 1,296 352 0.14 45' Northeast 62 1,540 352 0.16 90, East *70 *1,725 353 *0.17 135° Southeast 59 1,475 353 0.15 180, South 42 1,117 353 0.12 225° Southwest 44 1,152 *353 0.13 270' West 51 1,305 352 0.14 315' Northwest 49 1,265 352 0.13 C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:33 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 71 Building Rotation Report (cont'd) * Indicates highest value of all rotations. Building Rotation Tonnage 3.4. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.3.. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.2.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.1 . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0.. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H C H2.9.. . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . .. . . . .. . .. . . . . . .. . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c_ 0 2.8.. . . .. .. . . . . . . .. . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 U 2.7.. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . I . . . . . . 2.6. . .. . . . . .. . . . . . . .... . . . . . . . .. . . . . .. . . . .. . . . . . . .. . .. .. . . . .. . . .. . . . . .. . . . . . . . I. . .. . . . . . . . . . . . . . . . . . . . 2.5.. . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . .. . ... . . . . . . . . .. . . . . .. . . .. . . . . . .. . . . . .. . . . . . . . 2.4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . .. . . . . . . . . . . . . .. . . .. . ... . . . . . . . . I . . . . . .. .. . . . . . . . . . . . . . . . 2.3.. .. . . . . .. . .. . . . . ... .. . . . . . . . .. .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . 2.2 North Northeast East Southeast South Southwest West Northwest Direction Front door Faces —�-- Buildinq Net Tonnaqe C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).00 Updated.r10 Monday, March 17, 2025, 4:33 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. USA Energy Testing 220 Deep Hole Road Hampton Bays, NY 11946 Page 72 Building Rotation Report (cont'd) Building Rotation Hourly Net Gain 80,000.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . i i ■ 70,000. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ......... . ■ 60,000. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 �..... C m50,000.. . . . . . . . ................... ...... .. .. . . .. .. . . . ... . .... ....... ■ 40,000....E..... ... .... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30,000 - 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day --f-- Front door faces North ■ Front door faces Northeast t Front door faces East —�-- Front door faces Southeast Front door faces South —� Front door faces Southwest ■ Front door faces West Front door faces Northwest C:\Users\usaen\Downloads\220 Deep Hole Road D S (1).r10 Updated.r10 Monday, March 17, 2025, 4:33 PM MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ok-- -a c� J, 11,0 jA FOUNDATION (2ND) AA Aezo(a 40Z A !j�g vC �;i� 6111d a,/ po" Aux vapy ROUGH FRAMING& 00AI lks PLUMBING �t A-_ A4A-s Y�4 dow(a-oe tv/1 � et 06,4 4hi AWIS7. J* oil k A*b.I riq gi - I V/ PP-�m At"Led. PA "ex-s or INSULATION PER N.Y. I STATE ENERGY CODE e-f De-315. MAmtA-0; milowa cloc��je.504-s pgu-q(z J-o Anal 5h-11 MiSft iogo kdh A!- plaw�s 0 L)ps-k4rij (Of vt W, f�- r— -1 1 11 14V p -plokk: A v ok, e FINAL ADDITIONAL COMMENTS sz, 0 z :Peo V-L m )011 bi I n JAAM it 6"llic llcuiVa- rZAAL !s z X) 9D uFFct too TOWN OF SOUTHOLD—BUILDING DEPARTMENT =o Gz2 N. x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT I r- For Office Use Only t '—' PERMIT NO. l K Building Inspector: ,UN 10 ty Applications and forms,must be'filled put in their entirety Incomplete -applications-will not be accepted. Where the-Applicant N not the owne :r r r�DEPT pr,an Owner's Authorization form'(Page 2)shall be completed. �: ` c-') •" Date:6/12/23 OWNER(S).OF:PROPERTY: Name:Christopher & Elizabeth Austin PETM #1000-123-4-5.1 Project Address:2200 Deep Hole Drive, Mattituck Phone#:631-466-0124 Email:christopher.austin@rtspecialty.com MailingAddress:PO Box 15 Laurel, NY 11948 CONTACT PERSON:. Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL°INFORMATION. a Name:Charles Thomas MailingAddress:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 r Email:cdthomas63@aol.com ,CONTRACTOR INFORMATION Name:TBD Mailing Address: Phone#: Email: DESCRIPTION'OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ❑Yes ©No 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. 8 Check Box After,Reading: The owner/contractor/design professional is responsible for.all drainage and,storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADt.16 the Building Department for the issuance of a Building Permit pursuant to the Building Zone. Ordinance.of the Town.of Southold,Suffolk,County,New York'and:other applicable Laws,Ordinances.orRegulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,'ordinances,building code, housing code-and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New_York State Penal Law, Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: / Date: STATE OF NEW YORK) SS: COUNTY OF ) G t���1Mt6' S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, f� (S)he is thet!r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be'performed in the manner set forth in the application file therewith. Sworn before me this Ni"Iday of one .20-QUO "'Y V�► I �MM4 Pu c Erin Murphy-Apicello (Votary Public of New York PROPERTY OWNER AUTHORIZATION Ctounty of Suffolk (Where the applicant is not the owner) REG i01MU Expires April 14,20j 0 Christopher Austin residing at 915 Bungalow Lane Mattituck, NY 11952 do hereby authorize Charles Thomas/ Megan Carrick to apply on my be the Town of Solthiqlal Building Department for approval as described herein. 6/12/2023 Owner's Signature Date Christopher Austin Print Owner's Name 2 S�cFOI/-� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 https://www.southoldtownny.gov r' `;a° Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE-6 FIRM Panel:63103CO482H SCTM#1000-123-4-5.1 Address:2200 Deep Hole Drive city:Mattituck I zip:11952 CONTACT PERSON: Name:Megan Carrick Phone#:631-804-3796 MailingAddress:PO Box 877 Jamesport NY 11947 PROJECT DESCRIPTION: Demolition of exisiting house for the new construction of a single family dwelling and inground pool. SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity B Residential(1 to 4 families) R New structure ❑Residential(more than 4 families) 8 Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home B Other: inground pool ❑Located on individual lot ❑Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining 8 Grading ❑ Drilling ❑ Dredging B Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):Megan Carrick Signature of Applicant: Date:' 0/20/23 National Flood Hazard Layer FIRMette FEMA Legend 7.1 Ji 4()"'51128'N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT f Without Base Flood Elevation(BFE) _. Zo A.L'.A99 SPECIAL FLOOD With BFE or Depth zone aE.AO.aH.vE.AR HAZARD AREAS Regulatory Floodway � I 0.2%Annual Chance Flood Hazard.Areas of 1%annual chance flood with average r depth less than one foot or with drainage S areas of less than one square mile Future Conditions 1%Annual Chance Flood Hazard Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.. ♦ FLOOD HAZARD Area with Flood Risk due to Levee. a. NO SCREEN Area of Minimal Flood Hazard e Q Effective LOMRs ` OTHER AREAS Area of Undetermined Flood Hazard: �Y GENERAL '—'- Channel,Culvert,or Storm Sewer STRUCTURES I I I I I t Levee,Dike,or Floodwal 20.2 a Cross Sections with 1%Annual Chance ' L F 5 Water Surface Elevation �1 To X1 o out ltold - - Coastal Transect ♦ r ' —51 -- Base Flood Elevation Line(BFE) a 1608 13 Limit of Study r rm Jurisdiction Boundary a .ramf Coastal Transect Baseline OTHER t _ Profile Baseline +y FEATURES Hydrographic Feature Digital Data Available N No Digital Data Available w,'+.,� • �I MAP PANELS Unmapped The pin displayed on the map is an approximate AREA OF MINIMAL�F�LOOD HAZARD ,, point selected by the user and does not represent • f an authoritative property location. +• This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. t EL 7,Feet j The basemap shown complies with FEMA's basemap accuracy standards •• The flood hazard information is derived directly from the ✓ authoritative NFHL web services provided by FEMA.This map j '• was exported on and does not reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or F t become superseded by new data over time. % • ♦r This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, legend,scale bar,map creation date,community identifiers. FIRM panel number,and FIRM effective date.Map images for Feet :6 000 72°30'16"W 40°59'1"N unmap ped and unmodernized areas cannot be used for 1,000 1,500 2,000 regulatory purposes. Base map Imagery Source:USGS National Map 2023 U.S. DEPARTMENT OF HOMELAND SECURITY �iE OVQ Control No.1660-0008 l� y�irati 12026 Dpt p, Federal Emergency Management Agency �S U National Flood Insurance Program 0 0 ELEVATION CERTIFICATE FEB 1 2 2025 IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agen any,and(3)building owner. SECTION A-PROPERTY INFORMATION FORinAf 7LCC�QI NY USE - Al. Building Owner's Name: Christopher&Elizabeth Austin Policy Number: -" t10fd A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company NAIC Number: 2200 Deep Hole Drive City: Mattituck State: NY ZIP Code: 11952 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: S.C.T.M. Dist.: 1000 Sec.:123 Blk.:04 Lot: 5.1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.): Single Family Residence A5. Latitude/Longitude: Lat.40°59'14.84"N Long.72030'34.47"W Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram Number: 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,798.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 10 d) Total net open area of non-engineered flood openings in A8.c: 0.00 sq. in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 2,000.00 sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): 2,000.00 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 727.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 0 d) Total net open area of non-engineered flood openings in A9.c: 0.00 sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): 0.00 sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): 0.00 sq.ft. SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1.a. NFIP Community Name:Southold B1.b. NFIP Community Identification Number:360813 B2. County Name:Suffolk B3.State:NY B4. Map/Panel No.: 36103CO482 B5. Suffix:h B6. FIRM Index Date: 0 9/2 512 0 0 9 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): AE& 0.2% B9. Base Flood Elevation(s)(BFE)(Zone AO, use Base Flood Depth): 6 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ® FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑NAVD 1988 ®Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ®No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 2200 Deep Hole Drive Policy Number: City: Mattituck State: NY ZIP Code: 11952 Company NAIC Number. SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,VI—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Local Benchmark Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 5.00 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 10.10 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): 8.20 ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 8.80 ❑ feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 5.90 ❑ feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 7.80 ❑ feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 4.50 ❑ feet ❑ meters SECTION D SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑ No ®Check here if attachments and describe in the Comments area. Certifier's Name: Jeffrey W. Haderer License Number:NYS LS 050538 OF NE41 Title: Land Surveyor h�P -t W. yqo O,p� Company Name:Jeffrey W. Haderer Land Surveying PC,dba Twin Forks Land Surveying Address: 188 West Montauk Highway, Suite E3 City: Hampton Bays t�,� - _ State: NY ZIP Code: 11946 050538 Signature: Date: 12/17/2024 SF-LA NO Telephone: (631) 369-8312 Ext.: Email:twinforkslandsurvey@yahoo.com Pla re Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): C2a: Crawl Space el.:5.0', C2b-Finished floor el.:10.1'C2e: Exterior Generator&A/C Condensers el.:8.8', Interior On Demand Hot water Heaters X3 el.: 15.5' Interior Breaker Panel el.: 12.8' See Separate additional attached pages for Pictures FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) DIGITAL RELEASE Page 3 of 19 00 ,v BOARD OYSOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.16315 a DATE: FEBRUARY 15,2023 ISSUED TO CHRISTOPHER&ELIZABETH AUSTIN tiPROPERTY ADDRESS: 2200 DEEP HOLE DRIVE.MATr1TUCK j SCTMf11000-123.-&5.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted.at the meeting held on February 15.2023,'and in consideration of application fee in the sutra of 250.00 paid by Christopher&Elizabeth Austin and subject to the Teens and Conditions as stated.in.the Resolution,the Southold Town-Board of Trustees authorizes and permits the following: Wetland Permit for the existing house,foundation,and shed to be'removed.Proposed 2 story f39.5'x f65'irregular house to:be constructed.with t15.8'x fZ7'front,porch,±30.6'x t22.5'attached garage,and pervious driveway.. ' a613"x t18'second story rear balcony to extend over*22.5'x t65'irregular rear deck.Additional fs'x f22.7'area of deck to be covered.*14 x+28'pool to be installed. Pool to be f8'-deep.Pool and deck to be elevation 9.5.Stairs from deck to be i5'x t6'and have pool safety gate.Pool to be connected to drywell as noted on plans.'Native vegetation to be planted along seaward side of pool and deck.Front yard to be well within retaining walls. ±105'retaining will to'be installed t4'off western property line,perpendicular to the street. Area between retaining wall and property line to be vegetated..Top of retaining wall tribe t41''ot seaward terminus.:#100'retaining wall-to be installed along eastern property line.t20'retaining wall to-run parallel to street and connect.with house as shown with stairs for access to rear yard.Top of retaining wall not to exceed-18"above grade,bottom of retaining wall to be f5.2'.Nativc vegetation to be pianfed along seaward side of retaining-walls running parallel to street. +380 cubic yards of clean fill to be.used.Rain garden to be installed by terminus of western reialning'wall,5'x 50' native vegetated:buffer to be installed along western property line as shown. 5'x 65'native vegetated buffer to.be h s_ installed along eastern property line as shown.I/A-system to be installed"in front yard.Existing septic to be v abandoned in accordance with SCDHS specifications.Water and electric to,connect to house.Overhead electric to be removed for new underground electric.Propane tankto be in front yard and connecteo proposed house.AC units' and house generator to be located next to garage on west sidebf garage.'Proposed bilco doors.to be located on west side of house along.with pool equipment. Bilco doors to lead to crawl space.Floor of crawl space to beat elevation 41;with'the condition of no solid wall under the deck;`establish and perpetually.maintain a 10"wide non-turf buffer on the:east and west side yards of thaproperty;and a 20'.wide non-turf buffer landward of the bulkhead with the cedar trees t'o,remain;and as depicted on the.revised site'plan prepared by We Environmental Services,last dated February 27,2023,and stamped approved on March 3,3023;.and the survey prepared by'Je_ffrey W.,Hadcreq LLS, last dated February 23,2023;and stamped approved op March 3,2023. IN WITNESS,WHEREOF,.the said'Board,of Trustees hereby causes its Corporate Seal to be;affxed,and these presents to be subscribed bya majority.of the said Board as of the day and year f rst above written. Ay - Ap VT ,O —:� y • �� �Ji01: �•a0 } a NATIVE VEGETATED AREAS TO BE PLANTED WITH A MIX OF - NATIVE SPECIES LISTED BELOW F a� - MAR 3Or . MYRICA PENSYLVANICA-BAYBERRY q. Ail _ I BACCHARIS HALIMIFOLIA-GROUNDSEL BUSH VIBURNUM DENTATUM-ARROWWOOD VIBURNUM1 HYDRANGEA QUERCIFOCIA-OAK LEAF HYDRANGEA �,--......-.,..,,. .. --• SCHIZACHYR/UM SCOPARIUM LITTLE BLUE STEM _ _ AIVDROPOGON GERARDII-BIG BLUESTEM- �'•\ w PANICMV1)tGA7UM-SWITCHGRASS ,dpp 'l �( � / . \ ♦/ � zC' APUOSA -CRINKLEDHAIRGRASS il. / NOT TO SCALEV� BOCFEL&A°GRACIUS-SIDfOATS GRAMA Bt�ARD Off`"'"Wv�L1r�T A1A.- P)NK MUHLYGRASS L7-JdT QVVV��� f�p k,PT CAR6Nf�'A-PEN YLVANIA SEDGE TOWN F �QCK�JI`OSTI�RUff" N-P RPLE LOVE GRASS 2200 DEEP HOLE DRIVE i�� f ' -•`7'4, U+ I MATTITUCK,NY 11952 SCTM NO.:1000-123-4-S.1 DATE `2 zoLAP c \ // ;.}•:f`�f% �F LOT AREA:20,620 SQUARE FEET=.4734 ACRES PTIA }; w�i THIS IS A LANDSCAPE PLAN BASED ON A SITE PLAN PREPARED BY: PROPOSED RAIN GARDEN TO BE `�� _ ��/ j •+:A--� F PLANTED WITH NATIVE,NON-FERTILIZER DEPENDENT TWIN FORKS LAND SURVEYING VEGETATION.SEE CROSS 188 W MONTAUK HIGHWAY,UNIT E3 SECTION FOR ADDITIONAL 1_�"'�� // .� "•,�' HAMPTON BAYS,NY 11946 DETAILS. PROPOSED 10'X S0'NON-TURF DUFFER EXTENDING FROM LANDSCAPE PLAN PREPARED BY: BULKHEADPLANTED COLE ENVIRONMENTAL SERVICES WITH NATIVE,E,NON NON-FERTILIZER � !� l�d,� 1 DEPENDENT VEGETATION + \ _ �''`fi.` F' FEBRUARY 4,2 • \ � �\ '�-- ,< UPDAATT ED FEBRUARY 27,2023 4'WIDE PERMEABLE AREA TO BE SAND /��• �� -'* PROPOSED 10'X 65'NON-TURF 20'WIDE NON-TURF BUFFER4Y ,''• \ E BUFFER EXTENDING FROM TO INCLUDE AREAS OF SAND q`4<< �r \\ i/ * BULKHEAD TO BE PLANTED AND AREAS OF NATIVE.NOW ;I.r �� WITH NATIVE,NON-FERTILIZER FERTILIZER DEPENDENT 4FR s` / tiY ��\ DEPENDENT VEGETATION VEGETATION SEAWARD SIDE OF DECK,POOL, ' AND RETAINING WALL TO BE "Tro.Cansuttation to Completion" 4'WIDE PERMEABLE PATH S PLANTED FERTILIZER DEPENDENT ON- AREATOBESAND 7� `,.,,` VEGETATION 631 369 9445 CROSS SECTION OF RAIN GARDEN MAR - 3 223.' i 7L - - -T 1 RAIN GARDEN TO BE PLANTED WITH A MIX OF THE [FOLLOWING NATIVE,NON-FERTILIZER DEPENDENT SPECIES: EXISTING GRADE NOT TO SCALE ACHILLEA MILLEFOLIUM-COMMON YARROW ECHINACEA PURPUREA-EASTERN PURPLE CONEFLOW ER AQUILEGIA CANADENSIS-RED COLUMBINE LIMIT OF EXCAVATION ASCLEPIA TUBEROSA-BUTTERFLY MILKWEED SCHIZACH✓RIUM SCOPARIUM-LITTLE BLUE STEM PYCNANTHEMUM VIRGINIANA-VIRGINIA MOUNTAIN MINT SYMPHYOTRICHUM NOVAE ANGLIAE-NEW ENGLAND ASTER RAIN GARDEN TO BE PLANTED WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION CROSS SECTION PREPARED BY: 2200 DEEP HOLE DRIVE MATTITUCK,NY 11952 COLE ENVIRONMENTAL SERVICES SCTM NO.:1000-123-4-5.1 425 MONTAUK HIGHWAY EAST QUOGUE,NY 11942 "From Cammitatton t0 completion" LOT AREA:20,620 SQUARE FEET=.4734 ACRES UPDATED:FEBRUARY 27?2023 6 31-3 6 9 9 44 5 EXISTING CONDITIONS ,�`� e a .> =� ed,E PROPOSED SITE PLAN ,morrcmeee�.n»ara�eu� "� rwOwafArea xl,4��y,rONf 0111w�f00t5 'b A1MSEf1irYi rMYpNw,OOtS�xtHMV�GPwrE aosres�n rpsrwerwum roas �'. rr.uaou•acu ro.e Coro o..wr,�s B �,-r' -. �FA araOowe>emlr.+a..o e.an,.,.eu a�neww..uf ��' fwaomraa xramon� nw.uoreraunaa.xFv+.wr.�.�or>H CR.rz �`♦ :� a 4$ QR eYrrwemwwns fit Al' oescavnox ur.fwru eiorco�acero q ,I etc + '�\ • 1p 411 dt ce.scw.cu, wu rsosu iorm.�,wr nu P 6 y � ,orcorxwce u�c,.s.sr�ays•scanurur,rzcr � /�•.�„�' - �. - � j P_RQPQSED COHCc T�IWNO wxu pErui � SECTION SURVEY OF /-'rr veD BY DESCRIBED PROPERTY hJARo OP iRI15TM ' SITUATE AT TOWN of sounaac _. M.g;ITUCK ^>;iE ePMM>J/WH ..ELEVATION ure ,am,s SILT FENCE DETAIL v PROPOSED SEPTIC SYSTEM DETAIL `�nsxws Glenn Goldsmith,President _``�®F s®�/r Town Hall Annex V �� 54375 Route 25 A. Nicholas Krupski,Vice President 4O l0 P.O.Box 1179 Eric Sepenoski 411 l Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples '�°► �® Fax(631) 765-6641 COUNTl,�ct\1, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2025 Kate Rummel Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 RE: CHRISTOPHER & ELIZABETH AUSTIN 2200 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-123-4-5.1 Dear Ms. Rummel: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 16, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10315, as issued February 15, 2023, to include the as- built fence running the width of the property 15' landward of bulkhead; as-built stairs across entire width of the deck; previously approved proposed retaining walls will no longer be constructed; previously approved proposed rain garden will no longer be installed; and as depicted on the site plan prepared by Twin Forks Land Surveying, received on April 2, 2025, and stamped approved on April 16, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �rjf sorryTown Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski l J Southold,New York 11971 Liz Gillooly Telephone(631)[IT65,'rlS921,' Elizabeth Peeples Fax(631),`7646C —11- U A PR 2 5 2025 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2228 C Date:April 22,2025 THIS CERTIFIES that the existing house,foundation,and shed have been removed.Construction of 2 story±39.5'x±65'irregular house with±15.8'x±7.71 front porch,±30.6'x±22.5'attached garage,and pervious driveway.=L5'3 11 x=L 18'second story rear balcony to extend over:i:22.5'x±65'irregular rear deck. Additional=L5'x ±227 area of deck have been covered.Installation of a±14 x-+28'pool. Pool is±8'deep.Pool and deck have an elevation 9.5. Stairs from deck are ±5'x±6'and have pool safety gate.Pool is connected to dawell as noted on plans. Native vegetation planted along seaward side of pool and deck.Yx 50'native vegetated buffer installed along western properly line. Yx 65'native vegetated buffer installed along eastern property.I/A system installed in front yard.Existing septic abandoned in accordance with SCDHS specifications.Water and electric connected to house.Overhead electric removed for new under-ground electric.Propane tank in front yard connected to house.AC units and house generator located next to garage on west side of garage.Bilco doors located on west side of house along with pool equipment. Bilco doors lead to crawl space.Floor of crawl space at elevation 4',with the condition of no solid wall under the deck,establishment and perpetual maintenance of a I Q'wide non-turf buffer on the east and west side yards of the property:and a 20'wide non-turf buffer landward of the bulkhead with the cedar trees to remain,fence running the width of the property 15' landward of bulkhead,stairs across entire width of the deck, At 2200 Deep Hole Drive,Mattituck Suffolk County Tax Map#1000-123-4-5.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 30,2022 pursuant to which Trustees Wetland Permit#10315 Dated February 15,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing house,foundation,and shed have been removed.Construction of 2 story±39.5'x±65'irregular house with±15.8'x±77front porch,±30.6'x±22.5' attached garage,and pervious driveway.±5'3"x±18'second story rear balcony to extend over-+22.5'x±65' irregular rear deck. Additional±-5'x±-22.7'area of deck have been covered.Installation of a±14 x t28'pool. Pool is±8'deeR.Pool and deck have an elevation 9.5.Stairs from deck are ±5'x±6and have pool safety gate.Pool is connected to drywell as noted on plans. Native vegetation planted along seaward side of pool and deck.Yx 50' native vegetated buffer installed along western property line. 5'x 65'native vegetated buffer installed along eastern property.I/A system installed in front yard.Existing septic abandoned in accordance with SQDHS specifications. Water and electric connected to house. Overhead electric removed for new underground electric.Propane tank in front yard connected to house.AC units and house generator located next to garage on west side of garage.Bilco doors located on west side of house along with pool equipment. Bilco doors lead to crawl space.Floor of crawl space at elevation 4',with the condition of no solid wall under the deck;establishment and perpetual maintenance of a 10'wide non-turf buffer on the east and west side yards of the properly;and a 20'wide non-turf buffer landward of the bulkhead with the cedar trees to remain,fence running the width of the property 15' landward of bulkhead,stairs across entire width of the deck. The certificate is issued to CHRISTOPHER&ELIZABETH AUSTIN owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division or Environmental Permits,Regloo 1 SUNY*Stony Brook,50 Circle Road.Stony Stook NY 1990 P.(631)444-03651 R(631)444-0360 t%�vwdec.nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 8,2017 Thomas A Palmer Irrevocable Trust by Marilyn Kindy PO Box 643249 Z Vero Beach, FL 32964 Re: Application#1-4738-04550100001 Thomas A Palmer Irrevocable Trust—2200 Deep Hole Drive SCTM#1000-123-4-5.1• -•-- - Dear Ms-Mindy: Based on the information you submitted the Department of Environmental Conservation has determined that the functional bulkhead was constructed-before August 201977, as shown on the Tidai Wetland Map#708-540. Therefore,the property landward of the bulkhead is beyond Tidal Wetlands Act(Article 25)jurisdiction and no permit is required for work landward of this structure. No construction,sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i•e.a 15'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ark Carrara Permit Administrator cc: Eileen Rowan BMHP File evrrosx I Departmental aracn,wn Environmental Conservation Scanned by CarnScanner uFFO( BUILDING DEPARTMENT-Elect Spector 1%, TOWN OF SOUTHOI Cq 2 H $ Town Hall Annex- 54375 Main oad�- O Box 117%C.vs®� o • Southold, New York 11971-0959 X y�0 Telephone (631) 765-1802 - FAX'(631) 765 � 1 jam esh(a�southoldtownny.gov- sea nd(a)_south!Mownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 09/16/2024 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: ME 4352 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Chris Austin Address: 2200 Deep Hole Drive Cross Street: Richard Street Phone No.: Bldg.Permit#: 49906 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print.Clearly): Wiring of Residence/UG Electrical Service/Swimming Pool/Standby Generator ' Square Footage: 14000 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑� NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑� YES ❑NO Issued On7' 'm� \-I(P(e e jl2eo� Temp Information: (All information required) Service Size[—V11 Ph❑3 Ph Size: 400 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals 1 ✓2 ✓ H Frame Pole Work done on Service? Y ✓N Additional Information: House -- $275.00 Pool -- $125.00 Standbv Generator-- $100.00 UG Electrical Service-- $100.00 Total Fees = $600.00 PAYMENT DUE WITH APPLICATION 91a31 ay VU it-,ng, Su\AU POD SQfFOL/C �p� COGy< BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 .1�01 �a0 Telephone(631)765-1802 Temporary Certificate # /co DateD�/� /S 2023 Customer Name Electrician Name CeMt e Address Dv Phone ' e-mail o e-mail jai •�t�c, • r2�f Phone T License# Size 00 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# wqznoa Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by o�S�Flot,��oG y< BUILDING DEPARTMENT-Electrical Inspector Ca = TOWN OF SOUTHOLD �,y • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �101 �a0 Telephone (631) 765-1802 Temporary Certificate # _7 Date 5 QkU 2024 Customer Name -4 Electrician Name -021L Pc Address ) Phone e-mail e-mail 4 Phone License# E-Li � a 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. I This verification is valid for 90 days from the date above. Authorized by E BUILDING DEPARTMENT-Electrical Inspector Y '! TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ,artment Builtling Telephone (631) 765-1802 - FAX (631) 765-9502 Town-of'`S°uthold jameshnsoutholdtownny.gov— seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/18/2023 Company Name: TBD we are interviewing GC's and Electricians Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Christopher Austin Address: 2200 Deep Hole.Dr. Mattituck, NY 11952 Cross Street: New Sullfolk Avenue Phone No.: 631.466.0124 Bldg.Permit#: email: Tax Map District: 1000 ection: 123 Block: 04 Lot: 5.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demolition of existing house. New construction of 4,000 sqft single family dwelling to code Temp electrical at site for construction Square Footage: 4,000 Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: a YES❑ NO Issued On Temp Information: (All information required) Service SizeRV( 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# VO44m ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]Underground QOverhead # Underground Laterals 1 2 Z H Frame Pole Work done on Service? Y W/ N Additional Information: PAYMENT DUE WITH APPLICATION b E E QBUILDING DEPARTMENT- Electrical Inspector OCR 1 '20.23 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Building®ep6rtment Telephone (631) 765-1802 - FAX (631) 765-9502 Tovdn of Southold iamesh(c_south oldtownny.gov — seand(.c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/18/2023 Company Name: TBD we are interviewing GC's and Electricians Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Christopher Austin Address: 2200 Deep Hole Dr. Mattituck, NY 11952 Cross Street: New Sullfolk Avenue Phone No.: 631.466.0124 Bldg.Permit#: email: Tax Map District: 1000 ection: 123 Block: 04 Lot: 5.1 ' BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demolition of existing house. New construction of 4,000 sqft single family dwelling to code Temp electrical at site for construction Square Footage: 14,000 Circle All That Apply: Is job ready for inspection?: ❑ YES W] NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Sizelz1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# Voyy361O ❑New Service❑Fire Reconnect[]Flood Reconnect[—]Service Reconnect❑Underground®Overhead ;, # Underground Laterals D 1 D2 W/ H Frame Pole Work done on Service? DY WIN Additional Information: PAYMENT DUE WITH APPLICATION O�� PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments CP-21467(2023) ELECTRICAL COUNT SHEET SCTM# 4736 - - - Application#: Permit#: Owner Chris Austin "'Electrical Contractor Modern Electric East, Inc. Property Location: 2200 Deep Hole Drive Description of Work Wiring of residence, Pool and Standby Generator 450. LED Fixtures: 89 460 Receptacles: — 470 Switches: 4 480 Incandescent Fixtures 39 482 Fluorescent Fixtures: 484 Other Fixtures: 490 Cooking Decks: Amt. K.W. 500 Dishwashers: Amt K.W. 510. Dryers: . ' Amt — K.W. 540 Arc Fault Breakers: No Amps 542 Solar System K.W. 545 C/O Detectors: Amt. 550 Time Clocks: Amt. Amps 555 Bell Trans.: 560 Unit Heaters: Amt. KW. 570 Dimmers: Amt. 38 Watts 572 Ceiling Fans Amt. 3 575' Subpanel: Amt. Cir. Amp. POOL EQUIPMENT 580 Track Lighting: Feet VariSp Pool Pump Amt 590 Hot Water Heater Type— Amp. Gas Pool Pump Amt 'I 600 G.F.C.I.: Amt. t HP P 610 Smoke Detectors: Amt. 6 Pool Heater 620 Ranges: Amt.'i K,W. Gas Pool Lights 'I 625 AC Units Amt. AC Ar 1-30A n-„�� 630 Ovens: Amt.�K.W. "�_ 1�`�"` Cv.�� 640 Exhaust Fans: Amt. H.P. 650 Furnace Motors: Oil H.P. Gas 2 H.P. /2 660 Special Receptacles:M'C"""''Amt. Amp. aO Amt. Amp. 680 Multi-Outlet Systems: Feet 700 Service Disconnect: Amt Amp. 400 Type Breaker 710 Service Disconnect: Amt. Amp. Type 720 Service Disconnect: Amt. Amp._' Type 750 No. of Meter Equip: Amt. 760 Service Wire Type: 102W 103W 303W 304W 770 No. of CC Cond/0: Amt. 7.80 _ A.W.G. of CC Cond.: A.W.G. 790 No. bf Hi-Leg: Amt. 800 A.W.G. of Hi-Leg: A.W.G. 810 No. of Neutrals: Amt. 820 A.W.G. of Neutral: A.W.G. 830 Other Apparatus Wine Cooler, Gas Range, Range Exhaust Hood, 2-Washing Machine Recepts. 840 Other Apparatus 850 Other Apparatus w Generac Generator,400 Amp Service Rated DisconnectTransfer Switch 860 Other Apparatus Garage Modine Gas Heater, Four it Handlers 870 Other CONTRATOR SIGNATURE: 9 ` DATE:04/07/2025 CIRCUIT BREAKER COUNTS 200 AMP INDOOR PANELBOARTD _5_ QO 15A SP _8_QO 15A SP AFCIIGFCI _10_QO 20A SP _16_QO 20A SP AFCIIGFCI _3_ QO 215A DP _3_ QO 230A DP _1_ QO 250A DP CIRCUIT BREAKER COUNTS 200 AMP WEATHERPROOF PANELBOARD _1_ QO 20A SP GFCI _3_ QO 220A DP _1_ QO 220A DP GFCI 1 QO 230A DP _1_ QO 280A DP � y July 251h,2023 Building Department—Town of Southold RE:2200 Deep Hole Drive Mattituck, NY 11952 This letter shall confirm that there is currently no gas hook up at the property listed above. It is my understanding the neighborhood does not have street gas available currently.Please feel free to reach out with any questions. Regards, 0 Christopher Austin—Owner 631.466.0124-Cell ti Pontinoi4,Susan From: Austin, Christopher <christopher.austin@rtspecialty.com> Sent: Wednesday, February 12, 2025 12:00 PM To: _a. Pontino, Susan Subject: Austin - 2200 Deep Hole Dr- Permit BP#49906 Attachments: HPSCAN_20250212164811966_2025-02-12_164859780.pdf,Approved_As- Built_R-22-1748.pdf, 2200 DEEP HOLE final survey 12-31-24.pdf; 2200 Deep Hole Dr- FLOOD ELEVATION CERT 2024.pdf Hi Sue, Hope all is well. Hoping you can help me have the attached documents added to my file as we are almost ready to close out the BD permit for the house at 2200 Deep Hole Dr Mattituck, NY 11952. Attached: / ? Plumbers Cert✓ ? Updated Final Surve ? Elevation Cert ? Final Approval from SCDHS for I/A system l/ My GC is still working on getting: ? Trustees final (requested) ? Electrical final ? Final Inspection from BD ? Blower Door test < (1/��S _ a,hf%, UIL C° l Can you think of anything else I will need? ��� �` N l � -Chris Christopher Austin Executive Vice President Property Division RYAN"° TURNER SPECIALTY 1166 Avenue Of the Americas, 18th Fir New York, NY 10036 C: 631.466.0124 0: 646.604.0818 c_hristopher.austin@rtspecialty.com 1 The contents of this email(including any attachments) may contain confidential, proprietary or legally privileged information, and is intended only for the named recipient(s). If this email is not addressed to you, and/or you have received this email in error, please notify the sender immediately and delete the email(including any attachments). Unauthorized dissemination, distribution, disclosure, saving, copying or reliance on this information is unauthorized and strictly prohibited. Ryan Specialty accepts no liability for any damage caused by email communication. Privacy Notice Additional Privacy Notice for California Residents ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 / C LJ REVISIONS D E S C R I P T 1 0 N 50'-9 n cm[ I 23'-e 33 I. a 6_6 12'-2�� a'_p 9'_6�' 8'-93• I<'_8' ��' 9'-p' I Y DECK -/�/ GRAVEL DRAIN GE UNDER DEC C P.—.N COVERED anPw COVERED a bII (Tmcay PORCH •i � e 4I GRAVEL DRAINAGE UNDER DECK pool 4'x28' /' <z)3o FWG 12080-4 a I 22'-8• r / FWG 16030-4 REAKF S --_.- — L NOOK-J Y 22'-S• rs°TsnE�c°N o�oPnvw - - 6-a' IlF-, i 22•_9• u _ cut � ' a COVERED COVERED I dINING Elf/,P•\N nl I` �� -ROOM- @� I I FWG 8080 / 6H^n'ER II I I a 9 �' V J -� I L .6•P roe r- "li N o 1 LIVING CHI U I o w ROOM i� I W Y uj' I II/ �' �� BEDROOM O—o J I C) 0 f/ �� ONETO !� } ' OO-- <,w FHALF'o °1 s ©- I W I BATH w R I J -9 4'-5' z'l O• 1r-70• rET BAR 2.-p. R, I O z -- - I O W BILCO DOORS J I o� 1 ILIL L�LJ (� <'y c °•_ av '" AIR HAN LERS TC. j O U o� o< I' uivR ro°boo i. 4'.6'I PDSf .yem° �.•m•Post MUD ROOM AN Y I 0 11 I W _ _ r ¢Bu° �00� -- OPEN 2110 2080 u ?s 7n IF �a.°n u'< wc`x I� I =r mc= �° �- :w�+I 30 ABOVE - RED 9 LAUNDRY o i ZZF ONT PORCHgoo i I {�- w LcPaa sPAcs 3 6'-aB EILUE TONE 9'_5� - - CIO /`�V� �l Eon I D 5'] ~ N HWH I ' �• �. ._ - R I- ( 1 _.. r1 .fie Qs—e,°i. I 2 32 2032 _ - I _ mr i 1 1 C •� 1 M )I_ - _ xitAPPED PEP ' I SFIECTGII K ONY[R I �I'CA Jp6 - i P CA) WINDOWS I STAIR WAY GARAGE 11p e• TO BE 7EM STATIONARY ro 'I I GLASS 1HR.RATED I. I 5/8•TYPE%SHEETROCK WALLS&CEILING b �111 I 4'POURED CONCRETE SLAB 5-Y iS io m I OVER 6 MIL POLYETHLENE c VAPOR BARRIER ON WELL m�' I COMPACTED PO 20' ROUS FILL -0" EL 8.5' 1 I a s 2 - Charles M. Thomas a r c h i t e c t = PO BOX 877 JAMEM,T, NY 11947 (631)717-7993 S p DIES I 11 0=o� PPoan g I o 1 O •• m I O '` 11 FIRST FLOOR PLAN B 7- .N a P F I R S T F L 0 0 R P L A N N A 2 SCALE: 1/4" = 1'-0" -.__..__.___._--__-._.-__ __ _.- - __ ...__ I 05. 1� -Jy • .e%57 I FIRST FLOOR= 2477 SF WORKBENCH m - - - , .. - A%261 5/I5/23 HOLE DA T4 I EXISTING CONDITIONS 4R4RV BRIW4 I )AIV 1.0, 30. H")WN 4 1 ',ANf) M cP, -------- AATIP N RRIMN ;IN[ 'W41, 'J, 00, x6) 00, 13; 0_11 0 0 w C3 FJ 9 TSQy��4 !'Q` \\ r / STON6VkL DGc 04, C:) C 0 5r N V— Iro, R N A—am 1Z CURBWG C 4, NO, '00 I�F ,/00 z Al�o > 01P 4--lp CIO,2 FOG�c PIC, 40, �O 7rA OyEvo 4)ti C1, 0 LOT AREA:20,620 SQ.FT =.4734 ACRE UPLAND AREA: 19,182 SQ.FT. ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 NOTE: PROPOSED SITE PLAN ALL AREAS OF NATURAL BUFFERS NOTED ARE TO BE NON-TURF BUFFERS WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION.ADDITIONAL DETAIL CAN BE SEEN ON LANDSCAPE PLAN. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA:3,998 sq. ft. 31998 sq. ft. X 0.17=679.6 cu. ft. 679.6 cu. ft.142.2= 16.1 vertical ft. of 8'dia. leaching pool required x1_ L2 PROVIDE(3) 8'dia.X 2'high STORM DRAIN POOLS PROVIDE(1) 8'dia.X 4'high STORM DRAIN POOLS WITH OPEN GRATE PROVIDE(3) 8'dia.X 4'high STORM DRAIN POOLS *16.1 vertical ft. of 8'dia. leaching pool required. 22.0'vertical ft. supplied. 1. NOTE:ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE X-0"COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 0 > PROPOSED 8'DIA.X 2'DEEP DRYWELLS FOR ROOF RUN-OFF 600, PROPOSED 8'DIA.X 4'DEEP DRYWELLS FOR ROOF RUN-OFF PROPOSED 8'DIA.X 4'DEEP DRYWELL WITH OPEN GRATE DRAINAGE CALCULATIONS AS PER ARCHITECT .00,/, 0 EXISTING IMPERVIOUS LOT COVERAGE C3 101.1 DESCRIPTION AREA (SQ.FT.) LOT COVERAGE(0/6) 0�6 10 HOUSE 1,692 SQ.FT. 8.8% G DECK 184 SQ.FT 0.9% 0, SHED 320 SQ.FT. 1.7% ,i/ MASONRY WALK 86 SQ.FT 04% 11.8% C 1 01/7 TOTAL 2,282 SQ.FT 0 Z, 4� X0 ff 1011, C3 4k, PROPOSED IMPERVIOUS LOT COVERAGE AREA (SQ.FT) LOT COVERAGE DESCRIPTION ti &,/,A Ar 0.1 A, I,&A. 2,486 SQ.FT f HOUSE 12.9% PORCH 90 SQ.FT. 0.5% `ri 874 SQ.FT DECK 04a;,,?11�_ -,�, -4x?,1,0 4.5% A 1zS .0,, POOL 392 SQ.FT 2.0%0 pl- TOTAL 3,842 SQ.FT 20,0% V/ KI/ 0 -4, Q LOT COVERAGE CALCULATIONS AS PER ARCHITECT IN 1 .0 -Ng ' �"' �?'Y,'/' '�F Z —41-1Ve— 9 R1, cj 6" J PROPOSED CONIC. RETAINING WALL DETAIL (NOT TO SCALE) R� 00- q1 , a? ­4 2<<7NG 6F `Po FINISHED GRADE 8_0' 40 00 42p No, REBAR 2 O.C. 10 No 4 REBAR �\a0o `' \\ \ ,°�F� "%ro — rw� `� °� --"/ �O EE NE @ TO.C. 7z -'Zoo + POSTS-STEEL, TOR U SHAPE TYPE NF OR 2"HARDWOOD + 14 FINISHED GRADE 4.0' V MEMBRANE WATERPROOFING 4 6 FENCE-WOVEN WIRE 14.5 GAUGE 0 SEPTIC SYSTEM SIDE J` 6"MAX.MESH OPENING FILTER CLOTH-MIRAF1 140N OR APPROVED EQUAL lb A 41 X 36"MIN.FENCE POST FOOFCt� Ir 40, io NOTES: UNDISTURBED GROUND FLOW No.3 REBAR 12"O.C. Vo 1. WOVEN WIRE FENCE(MIN. 14 112 GAUGE MAX.6- MESH SPACING)WITH FILTER CLOTH OVER FENCE. 1 0- COMPACTED BACKFILL co 2. FILTER CLOTH TO BE FASTENED SECURELY TO CH 6"X6"TREN WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" �9 2" 2- AT TOP AND MID SECTION. EMBED FILTER C1, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CLOTH 6"MIN. At INTO GROUND EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. X1, 4. MAINTENANCE SHALL BE PERFORMED AS No.3 REBAR 16-0-C. NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. SECTION F col WOVEN WIRE FENCE(MIN, 14 112 GAUGE MAX.6"MESH SPACING) POSTS(TYP.) 36"MIN.FENCE POSTS. Q 0 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE �­V GROUND L y SURVEY OF DESCRIBED PROPERTY BIJAPZD OF -1 i*'.USTEES TOWN OF SOUTHOLD ITrATE AT SILT CE MATTI TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW PORK ' S.C.TM.D/ST: 1000SEC.: 1238LK:04 LOT. 6"PENETRATION INTO GROUND (SEE SECTION) 10 S 0 10 20 30 40 50 60 70 CALE V'=20' DATE:ARPIL 15, 2016 il ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN SILT FENCE DETAIL ELIZABETHAUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK PROPOSED SEPTIC SYSTEM DETAIL-. JOB NO.:2016-133 MAP NO.: OF NE;V FILED.: REVISIONS: 4w UPDATE 9 RECERTIFYIII II ADD TOPO 1/21/22 'j., REV WETLAND LABEL FLAGGERS NAME 212W2 I IAN(!!�l PLOTADJOINING DWELLING LOCATIONS 702122 PLOTPROPOSED SITE PLAN 9127122 REV.PROP EAST RET.WALL LOC.,ADD NOTES AS PER • "I it TRUSTEES 11/10/22 STRXT�R� OR REV PEER LINE&WESTERLY COVERED DECK&BALCONY 11114122 ADD UPLAND AREA,REVISE POOL&REAR PORCH, 111 V REV COVERAGE CAL CS 12/13/22 =0 M" REV.AS PER ARCH PLANS 2W3 XR 1=12 T�.01,Te ADD FILL CALC,2113123 PROPERT C,*. REV BUFFERS AS PER SOUTHOLD TRUSTEES 2/1623 1 R1 A I V,f roots PAPOS,�V- ERECTIDNGF FENCES.RETAINING REV BUFFERS AS PER SOUTHOLD TRUSTEES W303 JEFFREY W. HADERER L.S. —S�r6Is to��N" Ill NYS LIC. NO.:050538 1 MrA�"W CORES W THISSUHVEYMAPNOISS�m WATER SEE SEPARATE ENGINEERING PLANS AS PREPARED BY ,7*,o A\ Ir My.MEI y PREPARM 1UP'11"E CHARLES M. THOMAS DATED 9115122 FOR IIA SANITARY SYSTEM DETAILS 1111A1n0A'B,tr3;NLIVIVRK 11946 wy, COPIES OF FRIS WRMAUP,Eirwo PAPER OR Emmam Nor sEARm THE LAND SURVEYORS"wo SEAL OR&WOOSS61)SEAL SHALL NOT BE APPROXIMA TEL Y 380 CU YDS FILL REQUIRED FOR SANITARY SYSTEM&SITE GRADING CONSIDERED TO BE A VALID COPYAW SHALL HOT BE USED FOR ANYPURPOSE, SITE PLAN OF PROPERTY SITUATED AT IVLA.TTITUCK EXCAVATION INSPECTION REQUIRED Wate r lines- must be inspected bV the, AF�C T H IECT -- -- TOWN OF S 0 U T H O LD Suffolk County Dept. of Health Services. 24*0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL 20"0 HDPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE) SUFFOLK COUNTY NEW Y O R K FOR SANITARY SYSTEM Call (631)852-5754, 48 hours in HOUSE 20" SAFTY SCREEN BY POLYLOC (TYP.) 12 x 12 POLYLOK D-BOX advance, to schedule inspection(s). ELEV.J= W/ PDB-12 RISER AND FINISH GRADE S.C. TAX NO. 1000- 123-04-5. 1 MANHOLE FINISHED GRAD���TROTOW REVISIONS D E S C R I P T 1 0 N SCALE 1 "=2 0' By HEALTHDEPARTMENT ELEV. 8.0' 0G FLOW 3050-4 LEVELERS ELEV. 8.0' cLFANour OGADE WITH LOCKING COVER / TOP EL. 6.5' 03/02/23 HEALTH DEPARTMENT EDITS 1' MIN. INV. EL. APPROVED PIPE 8" TRAFFIC RATED min. PITCH 1/4"/1' rn INVER L HI APRIL 15, 2016 ADD TOPO s 5' EL 6.0 I/A OWTS TANK �' FUJI CLEAN CEN-7 J ELEV. .5' � GA4LEY N 3' CLEAN 05/04/23 DRIVEWAY EDITS JANUARY 21, 2022 ADD TOPO XINV. EL. 5.9 INV. EL. 5.4' FEBRUARY 28, 2022 LOCATED FLAGGED WETLANDS / INV. EL. 6.1' TREATMENT SYSTEM o SAND NVERT INVERT COLLAR JULY 22, 2022 PLOT ADJOINING DWELLING LOCATIONS ELF' �� ELEV. rz �/ BOT. EL. 3.9' s INTO MINIMUM VIRGIN STRAnTTA E�ES1 9EXPECTED GROUND WATER AREA = 20,620 sq. ft. OF SAND AND GRAVEL GROUND WATER PER TEST HOLE 0.4734 a c. ELEV. D.9' �AOS ORES FUJI CLEAN CEN-7 I/A OWTS SYSTEM - (NOTES) UPLAND AREA = 19, 182 sq. ft. pY � / SZRUC\r\G \RON TREATMENT SYSTEM 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. wp Q 0 ik BPS USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. (UPLAND AREA= AREA OF LOT ' R U N\�P G e \�(j O 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 660 GALLONS PER DAY 2. A 1OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED DEDUCTING AREA OF WETLANDS) PF� OCK P: USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM = 700 GALLONS PER DAY 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. Z P\�' 1 _� \• QE G R \,`RHO 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 0 o� ,\0 `a QV GRP ,gyp P�`l1 G\�+ o ARTICLE VII WITH ENDORSEMENT J. 01 P�( •�Q \`` N P Sv� 5. 1/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN EPGE OF Poo, 00 / NE FRS (p e S MP CPS'(• S\ ACCORDANCE TO ARTICLE 19. THIS SITE PLAN HAS BEEN PREPARED ,3�0• < co 0S \NG P pRE pRECP PNO LEACHING GALLEYS (8� 6. OARTCLES SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER WA II �51\HNp pNp G Z \OPG\S�-PMONO �OK\2 R\S� (jRP�� 1. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 7 INCHES ABOVE GRADE WITH AA WITH A MIN 2- DIA PICARBON FILTEREPE TO THE D DEVICELOCATED 3 FT FROMIOR SIDE OF RESIDENCE ANY NY WIIN OW18 USING THE INFORMATION FROM THE tp ,a _o \,o oR Po oe SURVEY OF JEFFREY W. HADERER LAND I N N 0 8 LEACHING GALLEYS;8 LEACHING GALLEYS (8.5'x4.75') 2' DEEP OR DOOR. ElEC1PoC \ ; O• 8� PSG aX12 wr Pt \ERS 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) e. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE of THE RESIDENCE IN VIEW OF THE ' ORR \ $�iA p\ O QRE� 1T �� \y� LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 9, PANE MSHALLnMEET (NEMA) 4X SPECIFICATIONS. SURVEYOR FROM JEFFREY W. HADERERI / O� OQOS��\0�\ 0050�4 O\ 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 10,CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM LAND SURVEYING P.C. DATED APRIL 15, EL:9.0' .� QR �R\0v 0* 3 C00 co 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED, REACHING THE CONTROL PANEL. 51pXE 0\cj ��\ \\�G \R �N ,G� / 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL jo GN °(P (P`Vj' **ALL SANITARY STRUCTURES TO BE TRAFFIC BEARING W HEAVY DUTY LOCKING CAST IRON ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY 2016 _ R0�\ \,0 P�\Q �\\pG�\\.1S OCCUPANTS of THE RESIDENCE SERVED. v COVERS TO GRADE. GALLEYS TO BE TRAFFIC RATED H2O LOADING AS MANUFACTURED BY TEST HOLE DATA , 1,2 `N\ PN VAR a / LONG ISLAND PRECAST, SUFFOLK PRECAST OR DIAMOND PRECAST. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM B\.;�\, .�Q� ACCESS OPENINGS. (TEST HOLE DUG BY MCDONALD GEOSERVICES. ON SEPTEMBER 9, 2022 2.155.38 / w 3 0 ��\ P PN GQN \� EL. 6.0' 0, TO NE'N SUFFOLK AVENUE I �� PGN��R� P PNE DARK BROWN LOAM OL WATER \��tocoN�R / AERATOR MOUNTING CASTING ,,�p(� 1.0' SED �_ w �o p N G(R\GP O�((S R ELECT. CONDUIT LINE E\�NES 10 0-O �N( N( OWTS WIRING PER MFGR. PR()pOSED � CVIIRFS 1 PNO P\ SN P\RC,VS� / _ 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY _1 UD - I / -� y1P1�E FRE �0 N 12-2 AWG WITH GND IN 1" PVC CONDUIT BROWN SILT ML Oak-yI UNDERGROUND Q `t � w 3 =o \ � 2" _ TEST HOLE -� N C / FUJI CLEAN HARDWIRE C 15- CONTROL Ear- cr o 6.0' Zo /' � � QVS �\ � CpN /Y CET i owns MAIN 3.0' RE N G a SERVICE BROWN SILTY SAND SM NQTE: REGRAOE 5 D S(Cp QGpp _ d p ti� PANEL PANEL :+..+++.+ YARD TO AT '� � 1 w 3 `)'.'. Q1`OQO �I'� �d�j � �0 1'/ ELECTRIC SERVICE 4.0' RrNI WS TO I I{�I Q 6 �R` �# �Q / / AIR BLOWER CONECTION EL. 0.9' BROWN FINE SAND SP n['VAN a N I I��' $ y [.l�-� ,gyp GROUND WATER a. PR(Poo w �/ SHALL BE MIN. 24" BELOW GRADE - GROUND ROD 5.1' ANE ) �• " �` NOTE: BURIED ELECTRICAL POWER CONDUITS UNE Gam``- 0 ��•2 ... 'J� a WATER IN BROWN FINE SAND SP PROPOSm �rj 2. °a ' �G',,��TO BE '•'•' � .. ....�. .." .. 2` :.� 2��p O ' ��N EIFCTRIC ONE LINE DIAGRAM RE[O AL B UNE ' ' "ED vog F R (NOT TO SCALE) NO ' ALE w�; 3.0' 0 w a 0.. .' . I. $ p.l�a��6S LOT 6 NG FXIS{1 SHED , 51 . / 15 NOVS�\ t� sp 52 NOW OR FORMERLY OF 0 TO 8E REIIW� 3 ! . .. . :. �pF 7pW,� LEE PETERS LEGEND: AC UN(� .�.. S�Q 2 S n(1�S . .. . ZZ I' B� uC WATER ALARM/CONTROL PANEL CONTROL PANEL MOUNTED 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM LOT 4 HOUSE GEN�`�� QR 0 6 g R1�:� NRNp 51� `� M�G B 4SJE2RHOM us�R .A. ON 4`x4" PRESSURE EXISTING ELEVATIONS ARE SHOWN THUS: s 0� E� �� W C TREATED WOOD POSTS �. 15 y ��.• .'-.. � / � '(\O� S\� AIR BLOWER NOW OR FORMERLY OF 'p .. . 1 �. FO�NOP W INSULATED WEATHER n > F.FL. - FIRST FLOOR O �- F SEA G.FL. - GARAGE FLOOR LEONARDO SESSA `Y S1. J/ FI�GF °ON�\� W RESISTANT BLOWER PUBLIC WATER .... \ w � Q N ENCLOSURE LL O O . " 00 2. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. 10 FOUNDA E S- -c, FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. D Will MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. BIICO DOORS � - 95 8 LEACHING GALLEYS (8.5'x4.75') 2' DEEP C TO 6� Q a II/II�11I ppS�ING W(1H g.C.DHS - tp. g V n OROANCE �$" a © AIR LINE TO PROPOSED EXPANSION POOLSKr IF�pT10NS , / GRP`bR pFC`� ...�'h.'. OF Q POOL Eoui Fxr 40 / Noah d.\S\\ w�N GAR" ��c� \ ,�p\cW1 PROPOSED LEACHING POOL E PRINCIPLE t .tcR - � / P�\ V` FUJICLEAN OWTS 0 FIN. GRADE `�/ U� TURE S� / Q� [ N�tS�P / �t( \o. Ag �1 ELECTRICAL SUPPLY z 000 0 PROPOSED FUJI CLEAN CEN-7 W (vv' V`W` T W T_ TREATMENT SYSTEM F�C`J,NcOA �� ro BLOWER n n -ME S`rAW •4 SPLICE BOX ® PROPOSED 12 x12 POLYLOK DISTRIBUTION BOX WADS� � �•� t� ` � � ELECTRICAL SUPPLY TO FUJICLEAN OWTS ^ TO BE 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. ON RBING / c vEGEn OCK CU 1 CONTROL PANEL & BLOWER 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �� TO I I J' �RF � P� (NOT TO SCAE) W OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 41 FOR U EXISTING SANITARY ON SITE r0 BE REMOVED N / PRnPesED CdiC- RE7ANIN(i W� DETAIL ew,o ae W tJF0 / A� o, PET ALL NOTE: AS OF NATURAL BUFFERS NOTED ARE TO BE NON-TURF BUFFERS WITH o g S�SO ��- - / / `\'F 9VE F (\1 \ l PD nN�N® ao ,.q NATIVE, NON-FERTILIZER DEPENDENT VEGETATION. ADDITIONAL DETAIL CAN BE SEEN rn oOF rl� a, / N4N� G�P 2-1/r VENTILATION PIPE I- R w � SCUM B o'240� 9 0 ON LANDSCAPE PLAN. t D� f EL. 1' 3• No..NEBIJt 13 a z•D.C. >,V. � O DRAINAGE SYSTEM CALCULATIONS: \ / uFFFg FR q' ';'.`'.:' 0 7 -z� FIN SHD«� /�\I O " - °�. \ ���0� z'-118" 2'-si` -1" MEMBRANEwASY75@Es10 a.0• ` V ROOF AREA: 3,998 sq. ft. 3,998 sq. ft. X 0.17 = 679.6 cu. ft. / o D y Fop. �8 AECIRCULATILOPN 679.6 cu. ft. 42.2 = 16.1 vertical ft. of 8 dia. leaching pool required - D w / 9 P q / a� .. ISINFEC PROVIDE (3) 8 dia. X 2 high STORM DRAIN POOLS ON CYLINDER (O � • ` � � CYLINDER (OPTIONAL) r-s• De a• �_ PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS WITH OPEN GRATE 2 l / g TURF �p \I ' � 4" INLET PIPE / � � 4 z NON��E,��rrufUZER I wF OCP '/ "OUTLET PIPE rb.a e,s' PROVIDE (3) 8' dia. X 4' high STORM DRAIN POOLS WDN* N►�VNE( FOR T1PTwF-3 0 A \ / A o.c *16.1 vertical ft. of 8' dia. leaching pool required. 22.0' vertical ft. supplied. oNDS E Np` t dF. 1�9 9 P q PP ( DETNL� EL:2.6' wF- W t�L "' � � / FFLUENT No.3 REB�V2 a 18 O.C. NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS �w�� �5 PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 1 Ste" S INLET 8A AIR FT PUMP PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - /�� 21" vENTILATI OO PIPE RECIRCULATION PIPE OW BAFFLE /z" AIR INTAKE PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - • � FLOW OPENING(TYP. (CLEANING OPENING) I3 PLAN VIEW PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: - - LOT AREA = 20,620 sq. ft. MUNDONFECTI(O CYllNDER (OPTIONAL)ON 4" MANHOLE 18` MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP - UPLAND AREA = 1,9,182 sq. ft. LOW OPENING Charles M . Thomas EXISTING IMPERVIOUS LOT COVERAGE rs S I T E P L A N ' DESCRIPTION AREA % LOT COVERAGE 1 �rl _ i 7» OARD TYPE SCALE: 1 = 2O -O' N - I Jr CONTACT MEDIA a r c h i t e c t HOUSE 1,692 sq. ft. 8.8% DECK ,s4 sq. ft. os% / PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I ' I © SHED 320 sq. ft. 1.7% /\ � /\ ECIRCULATION PROJECT 0 4 ASSEMBLY Abandonment of the existingsanitary system must be in � �» � o I�' rY Y o � o I 86 s ft. 0.4% 1 R WALK O MASONRY q TOTAL 2,282 sq. ft. ,1.8Y conformance with the Department's requirements. Submit completed form WWM-080 as proof / ��,� \/� PROPOSED IMPERVIOUS LOT COVERAGE SUFFOLK COUNTY DEPARTMENT OF I""I EALTH SERVICES o / / �\ DESCRIPTION AREA % LOT COVERAGE \ / EROBIC MEDIA PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ERATION ASSEMBLY HOUSE 2,486 sq. ft. 12.9% SINGLE FAMILY RESIDENCE ONLY PORCH 90 sq. ft. 0.5% SITE PLAN SECTION A-A VIEW DECK 874 sq. ft. 4.5% Design Professional's Certification Required. SECTION B-B VIEW POOL 392 sq. ft. 2.0% Submit P.E.or R.A. Certification For TOTAL 3,842 sq. ft. 20.0% DATE 6/11/23 .S F -NO. R-22-1748 The Installation and Construction of the Sewage Disposal System FUJI CLEAN CEN-7 TREATMENT SYSTEM (NOT TO SCALE) NOTES: APPROVED Use Form WWM-073 DATE: 01/30/23 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM FOR MAXIMUM OF 6 BEDROOMS EXISTING ELEVATIONS ARE SHOWN THUS: xx.x PROJECT No. DRAWING BY. CMT F.FL. - FIRST FLOOR EXPIRES THREE YEARS FROM DATE OF APPROVAL CHK BY. qVIT G.FL. - GARAGE FLOOR DWG No. SO- 001 r-00 - 1 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. t r LOT AREA:20,620 SQ.FT.=.4734 ACRE UPLAND AREA: 19,182 SQ.FT. ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25,2009 O F0 A J. o- yo ��oo ma01 co `s 161 64 C / OOO/ K(/ f$ \ � ' Np p 9q �FFFS�� \ �E T/0 l 3 200I / 1 ���oo DyN�q�OyFX 5� q,9 0 Ll � Q�� p'>04 AF�F / N \ 2 Z \ 40 / v S 'F�O Oaog�i 6' \\\ ,(0i�,�3 po .tip �tiFgo co \, G� �O 1 DIGITAL. RELEASE CERTIFIED TO:CHRISTOPHER AUSTIN ELIZABETH AUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK JOB NO.:2016-133 MAP NO.: .`F, )F NEWS , FILED.: ; k, W, y O REVISIONS: ADD TOPO V2122 REV.WETLAND LABEL FLAGGERS NAME 22822 PLOT ADJOINING DWELLING LOCATIONS 72222 PLOT PROPOSED SITE PLAN 92722 REV.PROP.EAST RET.WALL LOC.,ADD NOTES AS PER TRUSTEES 1111022 D REV.PEER LINE&WESTERLY COVERED DECK&BALCONY 1111422 �� 050538 O ADD UPLAND AREA,REVISE POOL&REAR PORCH, REV.COVERAGE CALLS 12113122 Fti`SFD LAND REV.AS PER ARCH PLANS 21223 ADD FILL CALC.2113123 REV.BUFFERS AS PER SOUTHOLD TRUSTEES 211623 REV.BUFFERS AS PER SOUTHOLD TRUSTEES 22323 UNDER CONST SURVEY 10142 JEFFREY W. HADERER L.S. 4D NYS LIC. NO.:050538 SUR VE Y OF UNRECORDEDARENORSURFACE TGUARN DESCRIBED PROPERTY STRUCTURE°RECORDED OR UNLESS—S I ARE NOT G UARANTTHE UNLESSSURVE ALLY EVIDENTAT THE j TIME OF SUflvEY ���(((//////�����1 IHEOFFSET(Ofl DIMENSIONSI SHOWN ,//�/ , SITUA TE A T HEREON FROM THE STRUCTURES TO V, 1` (i(„ PflOPERTYTLINESAUEERE FORASPE7E PURPOSEAND USE AND IHEREfGRE ty ' TWINFORKS ARE W N FFENCE,RETAIN HE ERECnONOFFENCES,RETAINING WALLS.POOLS PATM,,PLANTING AREAS.ADDITIONS TD BUILDINGS MATTITUCK ANDANYO H ONLAND SURVEYING UNAUT1gREDALTERAMNOR ADDITION TOWN OF SOUTHOLD SUCCESSOR TO HANDS ON SURIIEI7NG,AL4RTIND.HAND LS. TO THLRSURVEYIS AWLAnONOF HIGHWA}'UNIT E3 EDUCATDUCADpNLAW S OF THE NEW YORKSTATE SUFFOLK COUNTY, NEW YORK 188 W.A10NTAUIC NL H4AIPTONBAYS,NEW YORK11946 MELA DSURVSURVEY)WED S.C.T.M.DIST.: 1000 SEC.: 123 BLK.:04 LOT.5.1 THE LAND SURVEYORS INKED SEAL OR (V)631-369-8312-(F)631-369-8313 EMB°SSE°SEALSHALLNOTBECONSIDERED TO BEA VALID TIME COPY emaii.-minforkslandsurvey@yahoo.com CERTI AnONSINDICATED HERON SHALL RUN ONLY TO THE PERSONS)FOR WHOM THE SURVEY O 70 C 50 COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING ISPREPAREDAND ON HIS BEHALF TO THE TITL=eOMPANY GOVERNMENTAL AGENCYAND 10 5 0 10 20 30 40 V THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE LENDING INS WONLISTED HEREON,AND CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. TO THE CERD IC OF NSALENOiTT INsn- TU ADDITQ&INTONSARE OR SUBSEQUENT SCALE i"=20' DATE:ARPIL 15 2016 TO ADDITIONAL INSTITUnONSOR SUBSEQUENT J OWNEflS i CD { 7 t , LOT AREA:20,620 SQ.FT.=.4734 ACRE v �V UPLAND AREA:19,182 SOFT. ELEVATIONS HEREON REFER TO NAVD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE �, L(� [J�^ 2f �� F.E.MA,FLOOD INSURANCE RATE MAP 'd LJ MAP Na:36103CO482-EFFECTIVE DATE:SEPTEMBER 25,2009 IMPERVIOUS LOT COVERAGE BASED ON UPLAND AREA DESCRIPTION AREA(SOFT) OTCOVERAGE(%) 9LR a s QiJtl;;�� HOUSE 2525S.F, 2GF A"� O^ '� ,'t'r" ,l PORCH 90 S F lilt DECK 844 S.F. 4.4% TOTAL 199% • 9 y tT� 1.8 4, `` •� �tW 4 /, ' • #'�y' d`' /,�• 1 � hh z, ,� � � , h ryoo Q h 4, \�\\ er /`\\�o�� // 9 ;• F[O gA'��ION ggOq NCf Po�� 000 41 [`\``\ 'wry qq�''•. I t / \ q A ;'UFFOI.K COUNTY DEF'ARTtIFNT OF IiUO TH E_RVICES, API" OVAI. OF COrISTRUCT1-1)L( (}Fti; FO3- `F ASINGLE FAtAIL.Y RESIDENICE 2n/2s t IJ'Lti? H S F;t'•T No R-22-1748 iu-{,' ,f:•r, c'li':'?;;y i'tis C3-:.trtl,l:''r!o'ol't�r;tr-ht�.,...4n.�trrrT'. I ip be-:.ii r'J f trKfl OAX1%11 'A f.;t 6 f'LDk()0!,l 4 off q Jt7 Tlt':ri f',` f'L ctiii f ()�fi�>_n'4�:tst..,,rt.1'rr trlat;:±:•'n}.nt SANITARY TRIANGULA TION DIMENSIONS OWTS DB LG1 LG2 LG3 34 G5 L 6 L 7 L 8 CORNERA 16'-2- 24'-2' 3T-6' 4T 34' 4'-3' '-8' 3' 4 -6' CORNER B 26' 30'-8" 2'-6" 43' 35' 5' 5'-2" -6- 4'-6" NOTE., THE LOCATION OF CESSPOOLS,WELLS AND OTHER UNDEDIGITAL RELEASE ACCORDANCE WITH SOURCES BELIEVED TO SHOWN IN ACCORDANCE WITH SOURCES BELIEVED TO BEACCURATE. HOWEVER,THIS OFFICE DOES NOT ASSUME RESPONSIBLITY FOR THEIR ACCURACY OFFSETS HEREON ARE TO FOUNDATION WALLS CERTIFIED TO CHRISTOPHERALSTIN ELIZABETHAUSTIN RRSTAMERICAN TITLE INSURANCE COMPANY MORGAN STANLEYPRIVATE BANK JOB NO..2016-133 MAPNO.: ,��,OF NEw REV SgONS: 5~pPE� W ` ueeE1'iucc°n's°NA.1 RE,2 u ,t ErERr.<aEERE&PGA 11VXE°zz Raa. R.cc.ems, n: IEV ASPER ARCH PLANS III REV v RSo°IxOIRm°SEEEsn,6R) 0a0538 �O� aERSoa,�romM rEEsaa 1 IEV RR..GELOCA,. WRs,.PEAR MRR,-V ��CANpS� JEFFREYW HADERER L.S. NYS LI.NO.:050538 SURVEY OF DESCRIBED PROPERTY TwINFORxs SITUATE AT LAND SURVEYING MATTITUCK nTxaavrx u,rn�r 1r,n,r.vuann rs ,,.,�,.,,.,, TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW PORK INS W. 10NI'AUK IIIGIIWI,UNIT 0ILtAIPIi)NRA IV Al IN1'ORA 11946 4S.OTMDIST:1000SEC.:123BLK:04 LOT:5.1 1111 6.113G'1- ,2 (U fi ll,lH9-8.11.1 emaihlwnrlorAnlandwr✓rt rabwxml 10 5 0 10 20 30 40 50 60 70 COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKEDTOBEA EMBOSSED SEAL SHALL NOT BE ^•^^"^^�^^' SCALE I'=20' DATE:ARPIL 15,2016 0 CONSIDEREDSEAL OR LOTAREA 20.620 SOFT=.4734 ACRE UPLAND AREA:19 182 SOFT. ELEVATIONS HEREON REFER TO NAVD 1988 FLOOD ZONEBOUNDARFIES HEREONAS DEPICTED ON THE F E MA.FLOOD INSURANCE RATE MAP MAP NO,36103C0482-EFFECTIVE DATE:SEPTEMBER 25.2009 IMPERVIOUS LOT COVERAGE A N PLAN AREA DESCRIPTION AREA(SoFT) OTCOVERAGEi HOUSE2 2 F PORCHF o DECK 844EF ggqe B% 199% .° ,y , 0 .,�c F OF 2 �R ••,g QF Q� O1 ,S •J,"4' J e4 / ID F E B 1 2 2025 � r Building Department .• $ Tom of Southold o°R 'z� /• ��� / 41, O F( oo 'ram 222TTTCCC "� L _ 13 T4QG! ���QW qF/F(y/ ��f , k.,t �, ♦` �` ` � SOS\�' h SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES r ! APPROVAL OF CONSTRUCTED WORKS FOR ASINGI_E FAMILY RESIDENCE i Dafe 211/25 H S Ref No, R-22-1748 The sewage disposal and water supply fdci'lt es at this location have been inspected and/or certified b this Department or other al n Y P 3_nc-es and found to be satisfactory FORA MAXIMUM Of B 13LDROOMS. JOtJ n""Al,RL,CI IIL,F i of Wa,iewaterManagement ANR TR/AN ULAT/ON DIMFNSION�' WT DB LGI LG2 LG3 G4 GS 47' 34' CORNER B 1 26' 130W 2'-6' 43 35' p tr'-2- NOTE' THELOCA77ON OF CESSPOOLS WELLSANDOTHER DIGITAL RELEASE UNDERGROUND INSTALLATIONS IFANYARESHOWNIN ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE HOWEVER THIS OFFICE DOES NOT ASSUME OFFSETS HEREON ARE TO FOUNDATION WALLS RESPONSIBLITY FOR THEIR ACCURACY 0-11L0 TO C-SlW AUS/IN HRST MER)CATIN HFSTAMERICAN TIRE MSURANCE COMPANY MORGAN STANLEV PRIVATE BANK JOB NO.:2016-133 MAP No.:FIL E P,,OF NEW,,, - D.: , REVISIONS' q~4pE�w'kip 9,f xu roxv nsv cmc sl:is *'O rFEsanza '�f'�,,, 0505388 �fDLAND„ JEFFREYW HADERER L S N LIC NO'050538 SURVEY OF DESCRIBED PROPERTY rWNFORKs SITUATE AT ,: MATTITUCK _ LAND SURVEYING TOWN OF SOUTHOLD AVDu L,SR IvAIIIA T0A'K4YV,1Ut:11'OR DN946 SUFFOLK COUNTY NEW PORK 16fA/PTON'RI1'f;NFII'1URK II'Nfi 19 6.i1::F•>-5',+11-(F)h+!-:/,�-.�;:/.t $C 7.M.DIST..1000 SEC'123 BLK'04 LO7 51 mxrl'rn Infi/l.J.tnJeun n:a9 dhrxr<om COPIESOF TIMSSURVEYMAPENHERPAPEq Ofl ELECTRONIC,NOT BEARING 10 5 0 10 20 30 40 50 60 70 THE LANOSURVEYORS MED SEAL OR EMBOSSEOSEAL SWILLNOTBE SCALE I'=20' DATE ARPIL 15.2016 f T.O.RIDGE WOOD FRAMED CHIMNEY WITH STONE L' r .. I Ill VENEER ARCHITECT 12 MEAN ROOF HEIGHT HI EM ETALD ROOF ING EPERMIS,of IolY �12 SELECTION 0 OWNER WINEREVISIONS D E S C R I P T I O N P TR2 16 A TR2 ,s AP R VED AS N STANDING SEEM OTED METAL ROOF PER SELECTION OF OWNE DATE- - Q� B.P. 9'-0" PLATE HEIGHT - 1 FEE:3 C BY: / — 1 9'-0" PLATE HEIGHT G-- — — NOTIFY BUILDING DEPART T 765-1802 8 AM TO 4 PM FOR TH 1 T.O. WINDOWS - T.O. WINDOWS FOLLOWING INSPECTIONS:1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING q - 1 0 3. INSULATION 2032 2032 _ 0 3'-6" PLATE HEIGHT TEMP TEMP 24310 3031 2431p 4' 0" PLATE HEIGHT m 4. FINAL - CONSTRUCTION MUST B 3052 o ALL CONSTRUCTION SHALL MEET HE [EGRESS 2'-Q" PLATE HEIG REQUIREMENTS OF THE CODES Ofi 'EW HT o YORK STATE. NOT RESPONSIBLE I CAR STANDING SEEM 4I1,0 T.O. SECOND FLOOR CU TOM METAL RO F PER N — SELECTION O OWNER DESIGN OR CONSTRUCTION ERR RS. OCCUPANCY OR D S I G TEMP GLASS STANDING SEEM T.O. SECOND FLOOR r%> 10'-0" PLATE HEIGHT SE EEC ED NEI2 METAL ROOF PER — SELECTION OF OWNER USE IS UNLAWFUL D SDI T E WITHOUT W/1"X2" OVER 3 NEW YORK STATE & TOWN CODE 7144 77s Y � ' DES OF OF OCCUPANCY T.O. WINDOWS ,' x 8" FASCIA COMPLY WITH ALL CO '+ 5/4"X6" TRIM P44'LlF Iry AS REQUIRED AND CONDITIONS )F 1X2 TRIM OVER 1X10 BELT BOARD / / / AX651 � 5/4" WINDOW & DOOR SURROUNDS o ZOM P 2032 X1 P S I B LA 0 1 j r (T Y P I C A 1) SOUTNOLD T I���!0 BO ID T T SOUTHOLD TOWN TRUSTEES BOA BOARb 11 N BATON N.Y.S.DEC GLL 2080 2080 J CT D I E j r,,;.T.O. FIRST FLOOR I RETAID�$�. WATER RUNOFF W — I PURSUANT TO CHAPTER 23E > 1 � oo�. — — — — — — — — — — — 0 � � - — — — - - - - - - - - - - - - - - OF THE TO�1tl G � O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — — — — — — - - - - - - - — - - - - - 8"X8" COLUMN I ' WRAPPED IN 1"X10" ® 1 W AZEK (TYPICAL) LV 1'':' f MBIN,� ' PLUMBING INAS i" W AVERAGE EXISTING EL 5'-3" .WAT01�ERI1'V e� � GRADE � n W W 0 oz E _ FRONT ELEVATION Fu''' RCRi = SCALE: 1/4 = 1 —0 '!!�l . TIJNOV;,LEAJ CONTENT IREFORE CERTI17=IrE,OF OCCUPA Al Y0� y S01.DER US"ED 1N,,V,"ATER W --� - SUPPLY SYSIVA CANNOT W U EXCED 2110 OF 1 LEAD. WOOD FRAMED 0 n � C> CHIMNEY WITH STONE ELECTRICAL VENEER ,cE INSPECTION REQUIRED - - - - �-- o - N � TRUSS PLACARDING REQUIRED Q I J N 12 Ds M 12D f ;L`FRr.'.",II`ra.11�lTl SUs Yi t0. FOU"!DATI3"1 Lt3�l�i,;�.<y; 2032 ,. IMi�al .. 9'-0" PLATE HEIGHT L - '• � D'.� " a t �Y - -_-- ImiEVCLOSE POOL TO.CODE; �y;�-IIPON COMPLE'f10N!",f, T.O. WINDOWS 1" X 8" FASCIA W/1"X2" OVER r r w/rxz" OVER $ FORE:WATER 5/4"X6" TRIM J 5/4"X6" -RIM I Blower door Aim fmi 5/4' WINDOW o & DOOR SURROUNDS 5/4" WINDOW 4'-O" PLATE HEIGHT (T Y P I C A l) & DOOR SURROUN(S and ductworkCOMPLY WITH CHAPTER"�"6" _ L (T Y P A) FLOOD DAll PREVENTION �rtestingSOUTHOLD TO%.'N CODE. 36" HIGH HANDRAIL 285 8 F A LR 2852 J required. EGRES EGRE PER NYS CODE 3052 3052 3052 3052 3052 3052 3052 10 EGRESS EGRESS EGRESS EGRESS �rl TEMP EGRESS EGRESS Must provide Manuals T.O. SECOND FLOOR r r 1 S L R E R - N E D,Jand S�aFs per 10'-0" PLATE HEIGHT SEE BALCONY DETAIL E E 00 WIN 1111 R NYS Energ Cede Charles M . Thomas 8 1" X 8" FASCIA RI y 1 PO B W/1"X2' OVER All exterior I1 11Lil�b a r C h I t e C t T.O. WINDOWS P E B"xs" COLUMN TFVqT5/4"X6" TRIM installed, replaced or PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P WRAPPED IN 1"X10" 8"XS" COLUMN re aired shall conform AZEK (TYPICAL.) AZEK (TYPICAL)1 f to Chapter 172 PROJECT CEDAR SIDING TO BE cff the Town Code I N 0 SELECTED BY OWNER CEI 1A I SELECTED BY OWr.'ft 1 F 30510 LE 0 T GO I1F' aF -!" (ao d ve n4 36" HIGH HANDRAIL 12 B LR EGRESS 16080 SLDR PER NYS CODE S R T.O. FIRST FLOOR 808 APLR Ou `1L h! �Q� �� ;���� rad�- � .,�(�r FRONT 8c REAR s"x8" COLUMN �} ELEVATIONS WRAPPED IN 1"X10" [TOP OF RETAINING WALL 12' •nw) DATION AZEK (TYPICAL) �^l s Q GRADE BEYOND EL B.0 1` I WITH ^ ^ n PROPOSED POOL /Vie-t � � / DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING DECK SKIRT TO BE TILATED HORIZONJTAL SLATING OE �/� w (M yy1 d r 10 f �t� ke DATE: 5/15/23 {/�.(L�J l l '�I+ C�V l /1 PROJECT No. GRADE BEYOND EL 5'-2" GRADE EL 5'-8" GRADE EL 5'-8" DRnwING BY. CMT GRADE BEYOND EL 4.0' LINE OF EXISTING GRAD UNE OF EXISTING GRADE CHK BY. LINE OF PROPOSED POOL GRADE�EAR ELEVATION VA TI 0 N GRADE EL 4'-0" GRADE EL. 4'-0' GRADE DWG No. rE 0- 00i - 00 2 SCALE: 1/4" = 1'-0" 1 DF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISIJAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ' - IE I WOOD FRAMED �.T.O.RIDGE CHIMNEY WITH STONE O�UO�U I VENEER o 0 0 ; 12 ~ ARCHITECT 1 ' 40 REVISIONS D E S C R I P T ION — — — — — - - — — — I — — � AN ROOF HEIGHT O i w I 0 z w � II -- _ WN 12 \12 9'-0" PLATE HEIGHT G DA _, ------------- 1" X 8" FASCIA T.O. WINDOWS - W/1"X2" OVER — __ A 1 A 1 5/4"X6" TRIM & DOOR SUIRROUNDS -- — (T Y P I C A Q p - �TE3M1 3042 " 3046 3046 TEMP 3042 36" HIGH HAND RAIL 3-6 � PLATE H I EGRESS EGRESS PER NYS CODE — E GHb X L, n w0 I LLI� O ¢IFN _ l B DERTy T.O. SECOND FLOOR •-tao�w �r 0= SEE BALCONY DETAIL IN 10'-0" PLATE HEIGHT .1 E z¢ CV TF 5 OO T E I I OT D SIiD�N 0 T.O. WINDOWS 0 LLJ rl 1 Y OPEN cza l r] SC D E �OVERED w PORCH 8"X8" COLUMN o 3046 3046 WRAPPED IN 1"X10" o EGRESS EGRESS AZEK (TYPICAL I U 36" HIGH HA D RAIL PER NYS CODE co LJ POOL T.O. FIRST FLOOR EL. 10'-0 — � POOL saFErr ca1E — — — — — — GRADE EL. 8'-0' il — — — — — — — — — — — — — — — — — — — — — RADE PROPOSED GRADE" EXISTING EL. 6'-0' STEP FOUNDATION DECK SKIRT TO BE VENTILATED HORIZONTAL �s W — — — — — — — — — — _ — — — — — — — — — — — — WALL DOWN TO LINE OF EXISTING GRADE BEY(ND V / — --•. — _ — — — — — � EXISTING GRADE AVERAGE EXISTING EL 5'-3" — — — -- — -- — — �. LINE OF EXISTING GRADE V ♦/ U — — — — -- — — — — — _ _ — - - — - - — — — 0.WALL4'-4" GRADE o LLB E SIDE ELEVATION - - - 0 uj— — — — — S NG EL 4'-0" LINE OF EXISTING GRADE Z PROPOSED RETAINING WALL TO 3 SCALE: 1/4" = 1 p-0" EXTEND ALONG THE SIDE YARD TO ThE FRONT PROPERTY LINE (103'--0") ELEVATION 0.0' U��U� — W EL G'-G" U WOOD FRAMED o O �o LjU CHIMNEY WITH STONE Q VENEER 12 0 UcU�U 0 �- 000Uo�Ub co Q UU�U FFFTTFT r r 4'contour ine hits > UU1111 ill Hill ill TolE fiE� I � I �Vr�E T)o CEDAR ROOF SHINGLES TO BE SELECTED BY 2 - - OWNER 12 D 9'-0" PLATE HEIGHT 1" X 8" FASCIA � - W/1"X2" OVER � T.O. WINDOWS 5/4"X6" TRIM 1QjTE I 5/4" WINDOW A l A l A l A l & DOOR SURROUNDS (TYPICAL) 0 36" HIGH HAND RAIL 2842 CTOABE SELECTED BY _ PER NYS CODE 2446 2446 ' " ATE HEIGHT o OWNER CEDAR SIDING SELECTED BY OWNER - T.O. SECOND FLOOR C h a r I e s M . Thomas C R II N 10'-0" PLATE HEIGHT a r c h i t e c t 8"X14" FYPON BRACKET PER SELECTION OF T.O. WINDOWS PO BOX 877 JAM SPORT NY 11947 (631) 727-7993 � — � OWNER CEDAR SIDING TO BE SELECTED BY OWNER PROJECT OPEN COVERED 2446 36" HIGH HANDRAIL PORCH 30510 PER NYS CODE I EGRESS m T.O. FIRST FLOOR SIDE ELEVATIONS 8'X8" COLUMN _j �i_ WRAPPED IN 1"X1O" GRADE EL V-0' GRADE EL 8'-0' AZEK (TYPICAL) CLOPLAY O.H.—DOORS in PROPOSED POOL I NEW 16080 O.H. DOOR BY "CLOPLAY" AS SELECTED PER 0 ER WALL OSED RETAINING LINE OF EXISTING GRADE — — — — --- — — — DATE: 5/15/23 _ _ _ _ _ _ _ - - - - - - - — PROJECTNo. LINE OF EXISTING GRAD — — — — — — — — — — — — — — — — — — — EXIS NG EL 6'-0" GRADE E 5'-2" — DRAWING BY. CMT UNE OF PROPOSED POOL II I I PROPOSED RETAINING WALL TO CHK BY. E REAR ELEVATION - EXTEND ALONG THE SIDE YARD � � TO THE FRONT PROPERTY LINE DWG No. U � (92'-2") 4 SCALE: 1/4" = 1'-0" 20F 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISI AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. m �w i I \ a to v POOL SAFETY GATE ct�} ARCH IT FEE CT' DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING i � \ `O 36" HIGH RAIL 36" HI H PAIL PER NYS CODE 50'-9' PER NYE CODE P\� REVISIONS D E S C RI P T 1 0 N co N 22'-9" 18'-4" 23'-B" F r� 12'-2 4'-0 " 9'-64" 8'-9 " 6'-6" 14'-8" 9'-0" o N 0I LINE OF BAL ONY ABOVE 0j D E K = �� — — 0 5 Q 18' 0" GRAVEL DRAIN GE UNDER DEC r z 8x8 COLUMNS WRAPPED p PER SELECTION OF OWNER COVERED r m M O o (TYPICAL) PORCHul ' cc w GRAVEL DRAINAGE UNDER DECK N N ool 4'x28' Z N (2)30 1 FWG 12080-4 I 10 - — - -- - 4"x6" P(OSTi 7/8 ML HEADER 4"x6" POST (3) 14" ML HEADER 4"x6" OS 04 N 22'-8" _ I o � in 1 -0 /� o N o 04 Ln Ln _ (V z / FWG 16080-4 o REAKFAS 3 14'ML—HEADER L — J NOOK i + ++ SXB COLUMNS WRAPPED 6"x6" POST 18'-4" 6"x6" POST 22'-8" N 22-9 PER SELECTION OF OWNER (TYPICAL) J L 5 (3) 11 ML HDR (3) 11 ML DR rn w F of z °o w <� COVERED COVERED [�ININ 0 m �� o a FWG 8080 SHOWER a ® I DW w o I J �I(V (3) 14" M HEADER O W J I_ ~ N 6"x6" POST 6 x6" POST �O V) V) F - -1 C4 I; �o w �o Z� Jo KITCHE N _ � o LIVING _ �� N O � cV I J �'w �, N ROOM o I W (Y Lu 8o U o�. b 0 J ® Ll_ I Z i w wL z n — � 0 I 001L_jI po ;zw000 KE am BEDROOM o rn O--OETOECTOR N O I to CARBON -0 ONE 25 CFM EXHAU = Z ® FAN TO EXTERIOR ©----MONOXIDE I SMOKEHALF = X I J DETECTOR I 0) I/J ' \/ O DETECTOR OI I co U I = BATH _ = 1 W � w r�loo I O ml o � i 12' 0" '-4' 4'-5" 2' O" 17'-10" 2'-0" �" I ! �00 ( WET BAR _ _ _ REF_ _ _ _ _ �l—J c4K I _ BILCO DOORS D. oN �1Q V' BENCH do HOOKS 5'- OA" In \ / i o = V ,SB S SMOKE _ _ - (V ap 5'-2" 1-L O DETECTOR .hVV " O Z O O iVV I W I } W _ ' I W PROVIDE TILED SHOWER PAN I 1 N r < g N2 z �° W/DRAIN ®WASHER, a w o '1 AIR HANDLERS TC. W w �� PROVIDE TRAP PRIMER ® O Q N = 1 o ¢W 1' DRAIN. VENT DRYER TO Q� 4"x6" POST 0� 4"x6" POST 0. o MUD ROOM iPANTRY ,_ M ECH R 00 p w w X EXTERIOR (3) 14" ML HDR FLUSH S �p0 ci p F =m O 1 o I M= �•-. PROVIDE 5/8" TYPE "X" G P. F -I I I -c7 cn pi O O Q nz �° OPEN 2080 2080 N �S N I (� URNACECF RNATABO S O m w� ~jQ z 15'-1D" O ® cP0-1 0 3'-0" ON A L SIDES PE ' O w p ^1 C OS T ABOVE _ V) I V N.Y.S CODE I I O a �� Q IL IL Z I LAUNDRY OV RED o �Q� Qo in = iv 3 O 0 0 ' — — 7-� o FRO T PORCH o`� �, I— a= o io 6'-4g" LUE TONE g_Sln c0 n N E o j - D 5' 7' W CRAWL SPACE 88 I I Q rn _ 1 ACCESS HWH T LL N 4—On — SMOKE (3) 11 ill ML — — C/1 w l.��� -9 hjQ�O O""---DETEC 0 2 32 2 32 I J1Lil�_ _ CARB N n TEVIP SEE WINDOW ©—MONEO IODE R KEY 8X8 COLUMNS s v u tv ( ) 1 L H AD R WRAPPED PER ��i r I w - -- _-- SELECTION OF OWNER(TYPICAL) ��„/ � 3 CAR 8 m � 6�! 0 WINDOWS I STAIR WAY 1 GARAGE cn TO BE TEM STATIONARY Nr o I GLASS 0 l 1HR. RATED 5/8 TYPE X SHEETROCK WALLS & CEILING F: " - � CIO 0- 4" POURED CONCRETE SLAB 5'-1 o OVER 6 MIL. POLYETHLENE 08 o VAPOR BARRIER ON WELL 20 _ 0 m COMPACTED POROUS FILL p =� O 111 EL8.5' 1 o \O(_ 0 too i _� ,- 1� O � co o WWW""• c0 10 61) 1 s CA , Charles M . Thomas N s a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2 � S 360 SERIES PROJECT _00 l 2'-21n a o �_ 1 4" m d cc) = 0o I o to .� I OHO = rn to °� FIRST FLOOR PLAN I N P FIRST FLOOR PLAN S C: - 1 1 a 7'— 2 -----— -- - --- SCALE: 1/4 = 1'-0" - - - ---- --- - -- - I , N 1- FIRST FLOOR= 2477 SF -- ----- ---- — __ _---- WORK BENC °' -- — — -- Ay, 51 _—_ - 3_4 DATE: 5/15/23 (2) )(251 " 2,-11++ PROJECT No. + ___,,�' '4'-0 „ 2+-2 n DRAWING BY. CMT 3-0" 5'-9" 2'-6" 6+-0" 6+-0n 1 0i " 4'-0„ 6' CHK BY. 11'-3" 12'-0" 2-74" DWG No. 6'-3W 0- 003- o0 64'-9" 30F7 I THESE DRAWINGS AND ACCOMPANYING SPECIFJEA110NS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISIIAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i Q1, :w 64'-9" / """ n t ARCHITECT 22'-9" 8 18,-0" 10'-2a' 6'-03" 6'-6 j" " V-112" 6 -6" 4 11 -6 9'-0" 9' �..�" REVISIONS D E S C R I P T ION 36" HIGH RAIL PER NYS CODE p1�l BALCONY I .. SEE )ETAIL 2852 2852 EGRESS FWG 8070 EGRESSy, i 01 cV j ROOF N I I cli (V � 2"X1O" CLG. JOIST `'4 � �22RS52 I�22 S @ 16" OC. R-49 INS UL.ESS \\ = I —_ __- -- - ___ 3 11 7 ML HEADER � 3 11 7 8 ML HEADER I I 2—1" 11'-3" 0 17'-0" o N IO pI ROOF I Z MASTER ZW I " F BELOW = I BEDROOM Ym N OFFICE Z I 4 SMOKE O O I (D —DETECTOR SMOKE (E22 052 3 52 wo ®--DETECTOR I o TRAY CEILING o R SS TE P BEDROOM J �m W To 10'-C' w ? ---- = THREE a "' I Z i (3) 11 7�15" ML HEADER 3/4" PLYWOOD RIP 2"X4" ACC (3 �" TO 0") to II SMOKE x= I " PLYWOOD O--DETECTOR c14 — SINGLE PLY RUBBER ROOFING = N` a ip �� ® I OVER 45# ROOF FELT 3 �z z = SINGLE PLY RUBBER ROOFING € oZ J I I sr cn UP 24" ON PEAR WALL 3"X3" ALUM POSTS BY 'FEENY RAIL' N®>¢ I U I M LAG BOLT PER SPEC AND POST COVERS A I O Z O S 2 J W3w _ _ _ _ _ _ _ MASTER o RIP 2"x4" ACC (3 }" Too") : V I > =w X4" DECKING PER OWNER I L Z 0) �a< � BEDROOM N " ( > = Z - BEDROOM aa3ao _ _ i I LET IN 2"X6" ACID NAILER wn W _ TJI ®16"O.C. W �; TWO I LAUNDRY r "W e ZY \ N CLO =o N U OMOKE I V IL I DOWN STAIR 00 (3) 14" ML HEADER O OQ S DETECTOR I �S) Q Q �S I 00 4'-0" O <o TH OO 6, N TEX EACH FLUSH JOIST O 0 X^ � CONNECTION O 125 CFM j EXHAU T � I I f _ O y FAN TO EXTERI I ° co ti / I IN 0 Z�o WI CLOSET 4' 8" 0 12'-0" � € I ^ ° 11'-2" 3' ° _ _ _ _ o ED - ; REAR PORCH ? 10'-11" ? �o m a MASTER OD ; w (n W > Z o NOTE: CAN CHANGE ° BATHROOM I aO MrJj J 3 w THIS TO A OCKET = DETECTOR J: U (V p N 6 DOOR �I CARBON U c0 SMOKE = N O O 125 CFM EXHAUST 0 M W MONOXIDE p © - OS DETECTOR O (0 O� I O DETECTOR O CLOSET �. FAN TO EXTERIOR s'O 6 0" SHOWER N 9—DETECTOR ` ® _ BALCONY DETAIL = { z r O` W O 4" 4" DETECTOR 1 SCALE: 1/4" Z I 4—7" DN �G_JL I » 17R 36" HIGH HAND RAIL PER NYS CODE ` I "I 0)O P.D. 2670 >11.OWER r ^ LIJ a o v ij -lo ET o - — " N O E } o= OPEN 24310 301310 243 5'-0" 2'-8 CLOSET LINEN s-8 _D w r l _' 8-10 BELOW r I I �J ROOF ' l S`L 0 W BATHROOM 4' 0" BEL W OI I of 125 CFM EXHAUST ° rnO^O R I�-- 00 i LINE OF FAN TO EXTERIOR ^ l ^O L— 6 20,0 I ry0 Col." 3 _ (2) 032 WINDOWS IN ST IR WA 4-0 o M TE P TO BE TEMP ST TI N RY VI w I O N GLASS l 14'-2 ,. m� � o� Q l m , MW i N NOTE: UNFINISHED AT C SPACE ABOVE �' I 5'-31„ OFFICE STAIR DOES NOT EXTEND TO ATTIC ONLY TO FIRST AND ' LINE OF WALLS BE OW SECOND FLOORS <0 M CD—DETECTOR I `I �l M II � o o ti WER it W BATHROOM II p < <9 125 CFM EXHAUS 1+ ct FAN TO EX IORLr `IILO ul �� l � „ 00 p^O 2O)0 1 4�I Z Ooa I S CLOSET I ' i I I JOIST Y' 2 � ' p 16" O CLG.C' R-49 INSUL 1 LINE OF U, Charles M . Thomas l I 6' � Z a r c h i t e c t l REC ROOM or X� UNE�S SMOKE g PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 l9-DETECTOR I LINE`8� 1 W 1 PROJECT 1 a l l w Iola oil Ca =LL l l I =O l Z Wl ul Z l S J O "1 l W 15-7 . Z J -- --- - --- 1 3 52 - - - L— EG ESS SECOND FLOOR PLAN 4'-83" 4'-6" 6'-5" 7'-7" 2'-04„ 9,_21" 12'-0" 14'-0" 2'-103"4 1'-11 " 16'-5" 4" _ _u DATE: 5/15/23 PROJECT No. 64—9 DRAWING BY. CMT CHK BY. P SECOND FLOOR DWG No. �- 00 -00 2 SCALE: 1/4" = 1'-0" 40F7 SECOND FLOOR= 2177 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. o-. W i LINE OF STEPS ABOVE 64'-9" 22'-9" 18'-4" 23'-8" v7 M — — — — — 50'-9" ARCHITECT 9'-2" 9'-2" 9'-2" 12'-1" 12" LINE OF DECK ABOVE m m (3) 2X10 ACQ GIRDER 3 2X10 ACQ GIRDER (3) 2X10 ACQ GI 0 0 -I- - - - - - - - T - - - - - - - T - - - - - - - a Q —+J�4 _ _ � _ _ �) _ _ _ _ I _ DER + N REVISIONS D E S C R I P T I O N 0 0 — J L — L _ J L _ J L _ J 12"0 S NO TUBE ON 12"0 SONO TUBE dN- � POOL � 24"x24" 12" FOOTINGS 24"x 4"x12" FOOTINGS W O O MIN 36' BELOW GRADE MIN 6" BELOW GRADE > N POOL TO BE DESIGNED BY � O 1 J POOL PROFESSIONAL J U (MUST E VIRGIN SOIL) " N (MU T BE VIRGIN SOIL) m¢ 1n 16'-7 -� 12" ei CO U'I v f -1 c o r w o Q= � C3 I I tD U Q t I O CD s Q= s .— 1L iv GRAVEL DRAINAGE UNDER DECK x POST FROM ABOVE iv POS FROM ABOVE Z = 27-1" N (TYP) (TYP -' o i (n + 12" 9'-2" 9'-2" 7' 9" `r — — — — — — — 2"X10" ACQ LEDGER— — 00 J L L — J I — — — — — — — — — — — — — — — — - -- = 14'-0" N o I I 12" 10'-11" T i I N 8" P.C. FOUNDATION WALL WITH #6 BARS I I a LINE OF POOL ABOVE 2"X10" ACQ LEDGER — I LO 28 O.C. VERTICAL & � #6 BARS 36"OC HORIZONTAL — _ — — _— — — — _ — — _ — -- I ON 8"X16" POURED CONCRETE FOOTING 12"0 SONG TUBE ON cf o W/(2) #6 BARS CONTINUOUS > N (3) 2X10 AC GIRDER r , 24"x24"x12" FOOTINGS Q I — — — — — — — — — — — — — — — m - - 36" BELOW GRADE _ a — J ci — J (MUST BE VIRGIN SOIL) 0 18" 18-4" I 22'-4" I g" la—POT FROM ABOVE a p o []—POST FROM ABOVE N I I B"x1 " SMART VENTS BEAM POCKET W (T P) 0= 1 (TYP) I USE MODEL # 1540-520 I o O op - 200 SFT OF COVERAGE PER VENT (TYPICAL (� EACH r ILL- I b s 0 I I CRA SPACE= 1790 SF GIRDER INTERSECTION) O 1 O 1 REQUIRED # OF VENTS = 9 PROPOSED FOUNDATION LL (° x ® GRAVEL'f° RAINAGE UNDER DECK I I 10 VENTS PROVIDED JI 04 I I I I Alm 00 2"X1 CID LEDGER - - _ - - _— — - - - - - _ I CRAWL SPACE r I " - - I I 3 1/2" STANDARD STEEL PIPE 00 1786 SF I I COLUMN ON A 30"X30"X15" DEEP POURED CONCRETE SLAB EL. 5'-0" L _j FOOTING. (TYP) 8 P.C. FOUNDATION WALL WITH #6 BARS - ( m I I I w 28" O.C. VERTICAL & i >- 4 POURED CONCRETE SLAB w w OVER 6 MIL. POLYETHLENE I n > �/ #6 BARS 36"OC HORIZONTAL '� I Z I (- ON 8"X16" POURED CONCRETE FOOTING I = o VAPOR BARRIER ON WELL I COMPACTED POROUS FILL —1 I ( N 0 W/(2) #6 BARS CONTINUOUS 0'-3" PROPOSED FOUNDATION WALL AND `nuo JOlsrs 14" TJI 360 SERIES I w LL FOOTERS. EXISTING HOUSE FOUNDATION I= ® 16 OC. I I W M I I ON SITE TO BE REMOVED. M VIAO I moo = v N I c0 I � TJI 360 SERIES I I I 14" TJI JOISTS 360 SERIES i 14" Jo,sTs r oo W 0 16" OC. Awl "' 0 16" OC. M M I I � I I I 8"x16" SMART VENT I � ^ J � L J 200 SFOTDEL LOF COVER GE PER ENT I a — — — — V♦! 0 ICJ P OPOSED FOUNDATION WALL CRAWL SP#OF 179 SF I BILCO DOORS REQUIRED OF VENTS 9 10 VENTS PROVIDED 0 w N I I _ N I I N LTA I I = (� 22'-3" _ 16'-6" 24'-8" M UP 6' 0 I n Tn ASED ON NYS CODE R408.7 ul I W r 1 OR BUILDINGS LOCATED IN FLOOD — AZARD AREAS: u I W THE FINISHED GROUND LEVEL OF E UNDER FLOOR SPACE SHALL BE QUALTOORHIGHER THAN THE — - - - - - - - - - - - - - - - I 6-0 UTSIDE FINISHED GROUND LEVEL ON Ll — �1=T LEAST ONE SIDE. 3-14" ML FLUSH"x16" SMART VENTS I 15-10 24'-4" — 8" SE MODEL # 1540-520 7'-11 ORAWL SACE200 SIFT OF = 1700SFER VENT _ — UNEXCAVATED I I ;° _ _ I ' O — EQUIRED I OF VENTS =9 - - — — — = I 4" POURED CONCRETE SLAB— 0�/EFITS F}ZODfDEd— =00 — — — — — — — — — r- — _ — — ^ I -1a ML FLUSH 0) I co �, OVER 6 MIL. POLYETHLENE _ — I a I l v 10'-8" VAPOR BARRIER ON WELL _ �- — — — — — I COMPACTED POROUS FILL CA — — — — — — — — — — — MI D — — — — — — — — N 8" POURED CONCRETE I II I FOUNDATION WALL ON I I — — — — — — — — — — — — — 8"X16" POURED CONCRE I 4' 64" (FOOTING I II I J I o I IM 12'-97" I I TO SLOPE 11'-3" 12'-0" DOORS OB 36'-0j" . I I I _5, 18" 0 — o-n UNEXCAVATED N II I rn I j I c::r 4" POURED CONCRETE SLAB OVER 6 MIL. I I I '• . I O 1m POLYETHLENE VAPOR BARRIER ON WELL (0 I I L4 r. N ➢ COMPACTED POROUS FILL 4" LEGEND I !xl r,cv n=' II I I l o z 8" POURED CONCRETE FOUNDATION I 7777,777777777777= - PROPOSED FOUNDATION WALL ='m WALL ON 8"X16" POURED w II f II CONCRETE FOOTING I N 2 Charles M . Thomas I rk I I I I P FOUNDATION PLAN „ II I I II N a r c h i t e c t � I 3 SCALE: 1/4" = 1'-O" 1 *: I II I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 s I 2 i, II I I PROJECT 4'YEM { fxf 1X"I' 4- ROOF ( rm�RaoF rTMRU ROOF r,r, rn F i I SLAB TO SLOPE 1 �( 1 ROOF 1 I I pN, TO ORS 0 r_-� -I--_I-- 1_ �' -7__- �r 1_ I I o I I I ry I �'- 1 �?'�' ?-' T, S - `� �- I I I ,-, ,-,/ry I .y I z 0 H/21 0 I 1 c r ` HOUR 1 LAV i I W.C. i WASHER I W.G I LAV i I W.C: I i LAV LAV I I W C I LAV ��➢ �I I ° SHOWER I SHOWER I SHOWER iUB SHOWER I I N I FI SECOND FLOOR w I �;�< I O�y 19'-3 •• o� 1 0 6'- I I FOUNDATION PLAN r I I z v t J 4- CONNECT 1 CONNECT TO APPROVED r _ 1--'�r 1 1 rI _�r I 2 I `•' I ' .A.I. do SANITARY SYSTEM �rY 4-1_i/TV wry IT s — I DATE: 5/15/23 '- — — I 1-1/2'Y I I KITCHEN I — I I W.C. I WASHER I LAV IWC SINK � -^T " PROJECT No. FRESH AIR INLET LAV _ 1 SHOWER I I _ �- � — --- — �j, 2�-2 J — 6'-3$ DRAWING BY. CMT FIRST FLOOR I-I/1' FlR CHK BY. ? CO. 8'-0" DWG No. CONNECT APPROVED P.V.C.PIPE F'rTCHED _ OO 11 A.I.do SANITARY SYSTEM AS PER N.Y.S.CODE TO 22'-9�4" OO PLUMBING RISER DIAGRAM F5 OF 7 SCALE: N.T.S THESE DRAWINGS AND AD'OMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f RAFTER TO WALL (14) 10d x 1 1/ " FASTENER -~ ,'! ARCHITECT Will FRAME REVERSE THROUGH & LAYOVER MAIN ROOF REVISIONS D E S C R I P T I O N 36" HIGH RAIL PER NYS CODE BALCONY SEE DETAIL MTS12 852 2852 E RESS FWG 8070 EGRESS (3 to M o p ROOF N X io BELOW 't AllD 10 N @1 N O M 2)30 2 2 52 "X10" RR w 2"X10" RR GRE SS @ 16 0.C. o © 16 0.C. RAFTER TO WALL N ^ SCALE: N.T.S. ROOF o MASTER z� F. W N co BELOW 0'FIGEre (,-)3D51 3052 �z �RESS TE MP BE DR 0 0Li ° a'— (�� C1� a I• _- _- - HR E X X v i ' C5 ' - + - N z O � MSTA -- X C I o cal U. D58 � 11 /8 ML RIDGE ED 00 i,7 LA ND Y io Simpson Strong-Tie W N TWO LL_ ?< T �L � O N ® �a © s�0 ,o B THR o (0 ADJUSTABLE HANGER cV @ N ® SCALE: N.T.S. >-- z W O o SH R ¢m O ems, 11 7/8" M L RID( E �� M A TE R �� � Ridge Beam (� W � o y TR AT ROOM V 1 4 6 R I D � Yo o = � t � LINE o ° ' X `L^ 0 0 Z OWER ' w o O� N ® 36" IG H ND R IL PE c* F.D..D. 2670 SHOWER ED WI CLO ET "X1 " ___ ° RIDGE n (1 16 ' 0. 431 303 0 2 310 I I LL o L�— z O BELOW CLOS T LINEN RAFTER ( \ W v —J W v ROOF — Q AT ROM 2"X10 ' RR 2"X10" o o BELOW e Sim son Strong Tie f— INE C";O 16" O.C. � C� 16" N � ^o ?ono � r WITH CEILING COLLAR CD 32" O.C. '�' _ z o 0 � •- 3 - _ '- ono �" 2X10 RR CS-20x18" MIN. WITH (7) 10d COMMON NAILS O (2)2 32 ®16 OC. PER RAFTER INSTALLED OVER PLYWOOD DORMER �w �� RIDGE STRAP TIE N II M w SCALE: N.T.S. Cal A w E U' 11� UNE OF WALLS BELOW SIMPSON STRONG TIE I ?"X10" RR ABU66 FOR 6"X6" » C C, COLUMN Q 16 2„X10" RR 0 0 16" 0•C• 0® o 06 N� I R iI a iI BATHROOM ° 0 O a I W p 1 , WO 0 Q w C I S LiJ 2 Q ABU66 COLUMN HOLD DOWN Charles SCALE: N.T.S. M . Thomas LINE R OM 00 Y a PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 z 14 CS16 S STUD TO BAND JOIST LINE OF 8'-0" 1 (20) 10d x 1 1/2" FASTENER PROJECT •� o Z 2'X10" RFZ 1 e o„ RR 16„ O.C. o MTs16 D35 1 2 X1 C� 16 :3.c. � Z ° • 0 " .I ° - 3'52 ° ROOF FRAMING PLAN P FOUNDATION PLAN ' 3 SCALE: 1/4" = 1'-0" LTP4 LTP4 Uplift connectors shall DATE: 5/15/23 bypass each other to PROJECT No. LTP4, spacing as required for prevent cross-grain DRAWING BY. CMT shear. SSP spacing for uplift. tension of band joist. CHK BY. DWG No. SILL TO RIM JOIST �- 006-00 (12) 8d x 1 1/2" FASTENER 6 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.\ASIJAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i RIDGE 12 12 ti TYPICAL RO F CONSTRUCTION "x6" COLLAR TIE °o� �' ;' ' `��;• RIDGE ROOFING PER SELECTI N OF OWNER ® 32" O.C. �p %r'.• 'f TYPICAL ROOF CONSTRUCTION OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 9�T�. _ ARCH ITECT ROOFING PER SELECTION OF OWNER 2"X10" ROOF RAFTERS 0 16" D.C. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 4 p ® 16 HEADER 76 • 2"X10" ROOF RAFTERS @ 16" O.C. TYPICAL CEILING CONSTRUCTION ooF RPF�ERs Q�, REVISIONS D E S C R I P T I 0 N "X10" CLG. JOIST 2" X 10" CEILING JOISTS016" O.C. R 16" OC. R-49 INSUL. W/ R-49 BATT. INSUL TION 2 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTIO 8'-0" DORMER HEIGHT 12 " SHEET ROCK %" SHEET ROCK 12 2' X 10" CEILING JOISTS ® 16" O.C. T.O. WINDOWS WALLS AND CEILING W/ R-49 BATT. INSULATION 12D WALLS AND CEILING �12 TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION o 4'-0" PLATE HEIGHT o CEDAR PERFECTION SHI GLES TYVEK HOUSE WRAP 1/2' CD X BATHROOM BEDROOM " y R EC ROOM — m RL1211No NSULATION SHEATHING 0 2"xs" WD. STUDS ® 1 s' O.C. TWO CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2 CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. J R-21 INSULATION of 3 2'-0" PLATE HEIGHT o LINE OF WALL BEHIND Z o TYPICAL FLO R CONSTRUCTION y. I T.O. SECOND FLOOR N 14' TJI FLOOR JOISTS 0 16"O.C. 12 TYPICAL FLOOR CONSTRUCTION — w/3/4" PLYWOOD SUB OOR W/MIN. R-21 BATT. INSULATION �0" RRa4 14" TJI JOISTS 360 SERIES ® 16" OC. 14" TJI FLOOR JOISTS 0 16"O.C. — W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 1HR. RATED " SHEET ROCK (3) 11 MIL HDR 5/8" TYPE X SHEETROCK WALLS AND CEILING WALLS & CEILING TYPICAL WALL CONSTRUCTION 14" TJI JOISTS 360 SERIES 0 16" OC. W/ 3/4" PLYWOOD CEDAR PERFECTION SHI GLES TYVEK HOUSE WRAP 1/2 CD X SUBFLOOR W/ MIN SOUND 8"X8" COLUMN TYPICAL WALL CONSTRUCTION PLYWOOD SHEATHING 04 2"X6' WD. STUDS ® 16" O.C. INSULATION WRAPPED IN 1"X1o" CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X R-21 INSULATION AZEK (TYPICAL) PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 3 CAR LAUNDRY LINEN BEDROOM R-21 INSULATION GARAGE CLOSET TYPICAL FLOOR CONSTRUCTION ONE 14' TJI FLOOR JOISTS @ 16"O.C. W/3/4" PLYWOOD SUB LOOR W/MIN. R-21 GATT, INSULATION 2"x6" ACQ SILL PLATE 2"X10" ACQ L G R TERMITE SHIELD, SILL SEALER, " POURED CONCRETF SLAB LAG BOLT T0jBClX 5/8" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER 026"-0" O.C. 2"X10" ACQ JST. ® 16" O.C. LINE OF PROPOSED POOL ui GRADE EL. PLATE COMPACTED FILL TERMITE HI L , SILL SEALER, CRAWL SPACE 14 TJI JOISTS 360 SERIES 33RAVEL DRAINAGE 5/8" DIA. AlCH R BOLTS o ® 16" OC. W/ 3/4" PLYWOOD UNDER DECK 8" POURED CONCRETE FOUNDATION 8 P.C. FOUNDATION WALL WITH #6 B i SLAB ELEVATION 5'-0" � ���SULATION DECKH HORIZONTAL TAL SLATING��D WALL ON 8"X16" POURED 2'8' O.C. VERTICAL & f "� 4" POURED CONCRETE SLAB SE MODEL # 1540-52 CONCRETE FOOTING #6 BARS 36"OC HORIZONTAL 4 MILL VAPOR BARRIER ER VEN OF COVERAGE L\\LJ �/ 0 8"X16" POURED CONCRETE FOOTING / I-1- W (2) #6 BARS CONTINUOUS BASED ON NYS CODE R408.7 a GRADE EL 5'+2" O FOR BUILDINGS LOCATED IN FLOOD 0 z (3) 2 X10 ACQ. GIRDER N O HAZARD AREAS: 1 g LL CROSS SECTION 1 S CR SS SECTION 3 -THE FINISHED GROUND LEVEL OF M 12"41 SONO„TUBE ON THEIII SPACE ('s QUALNDER TO ORLOOR H HIGHER THAN SHALL BE THE 24 x24"xl2 FOOTINGS W 0 OUTSIDE FINISHED GROUND LEVEL ON MIN 36 BELOW GRADE 3 SCA E: 1/4" = 1'-0" AT LEAST ONE SIDE. (MUST BE VIRGIN SOIL) W - SEE FOUNDATION PLAN FOR THE 1 SCALE: 1/4" = 1'—O" LOCATION OF FLOOD VENTS. v , O W 0 Lu = z W O WOOD FRAMED W RIDGE CHIMNEY WITH STONE 11� VENEER ® O O X CO AR 12 c N RIDGE 4C� 10, RR ® 16 HEADER ® 32" O.C. '1� Q12 12 2 X SPRAY FOAM INSULATION � 12 ROOF SHINGLES t, 12 �11 TO BE SELECTED BY TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION OWNER UNFINISHED ROOFING PER SELECTION OF OWNER ROOFING PER SELECTION OF OWNER ATTIC �6 0�, OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. 0 3 HEADER HEADE 2-�7 ., OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. 12 2"X10" ROOF RAFTERS 0 16" O.C:. 6 ��� ®� RR � '6s 6 2"X10" ROOF RAFTERS 0 16" O.C. 11 1° / \ oc TYPICAL CEILING CONSTRUCTION HE 2"x10" CLG. JOIST 0 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTION "x1o" CLG. JOIST ® 16" OC. R-49 INSUL. 2' x 10" CEILING JOISTS 016" O.C. 2" X 10" CEILING JOISTS ® 16" O.C. / L 5/8" SHEET ROCK \ W/ R-49 BATT. INSULATION W/ R-49 BATT. INSULATION / WALLS AND CEILING \ 20 TYPICAL WALL CONSTRUCTION / RAFTERSI RINOFRON o LINERAFTER SRINOFRONT \ TYPICAL WALL CONSTRUCTION H� BATHROOM BEDROOM 3 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X 12� REC ROOM 10 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR SIDING TO BE PLYWOOD SHEATHING ON 2"X6' AD. STUDS 0 16" O.C. PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. SELECTED BY OWNER R-21 INSULATION o R-21 INSULATION I 01 o 0 G. 12 CV LINE OF WALL BEHIND 6 ® 16 12 TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION " R Q6 7/8 " " 14" TJI JOISTS 360 SERIES ® 16" OC. 2 " " C h a r I es M . T h o m as 14 TJI FLOOR JOISTS � 16 O.C. 14 TJI FLOOR JOISTS ® 16 O.C. 14 TO Jo1sT5 560 SERIES ® 16 OC. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION (3) 11 ML HDR L % SHEET ROCK " „ 1HR. RATED __ WALLS AND CEILING D 3) 11 MIL HDR a r C h I t e C t 5/8 TYPE X SHEETROCK CEILINGWALLS & PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X LIVING PROJECT PLYWOOD SHEATHING ON 2 X6 WD. STUDS 9 16 O.C. RONT ROOM R-21 INSULATION " " " 3 CAR � PLYWO-21 OD NING ON 2"X6" WD. STUDS ® 16" O.C.O,C. PORCH GARAGE 8"X8" COLUMN WRAPPED IN 1"X10" DECK AZEK (TYPICAL) TYPICAL FLOOR CONSTRUCTION INE OF WALL BEHIND 14" TJI FLOOR JOISTS ® 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION BLUE STOW 2"X10" ACQ EDGER 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, 4" POURED CONCRETE SLAB LAG BOLT BOX 5/8" DIA. ANCHOR BOLTS CROSS SECTION 2"X10" ACQ JST. ® 16" O.C. LINE OF PROPOSED POOL 4 MILL VAPOR BARRIER ®26"-0" O.C. _ _ —III—III= x6" ACQ ATE CRAWL SPACE 14" TJI JOISTS 360 SERIES COMPACTED FILL ACT ® 16" OC. W/ 3/4" PLYW00 III EI�I� SHI L SILL SEALER, 8" POURED CONCRETE FOUNDATION �/ R. A c OR BOLTS 0 SLAB ELEVATION 5'-0" ®26"-0" O. j SUBFLOOR R-21 INSULATION DECK SKIRT TO BE VENTILATED " ++ M 4" POURED CONCRETE SLAB 8"x16" SMART VENTS GRAVEL DRAINAGE UNDER DECK HORIZONTAL SLATING WALL ON 8 X16 POURED 8 POURED CONCRETE USE MODEL 1540-520 CONCRETE FOOTING FOUNDATION WALL ON 4 MILL VAPOR BARRIER 200 SIFT OF COVERAGE DATE 5/15/23 8"X16" POURED CONCRETE RADE EL 5-0 PROJECT No. FOOTING ° ° ° BASED ON NYS CODE R408.7 (3) 2"X1O" ACQ, GIRDER DRAWING BY. CMT 8" P.C. FOUNDATION WALL WITH #6 BARS FOR BUILDINGS LOCATED IN FLOOD Z x CHK BY. +� HAZARD AREAS: I - a 28 O.C. VERTICAL & -THE FINISHED GROUND LEVEL OF 12"� SONO TUBE ON 1 DWG No. S CROSS SECTION 2 s CROSS SECTION 3 #6 BARS 36"OC HORIZONTAL THE UNDER FLOOR SPACE SHALL BE 24"x24"x12" FOOTINGS M EQUAL TO OR HIGHER THAN THE „ O O _ O 0 ON 8"X16' POURED CONCRETE FOOTING OUTSIDE FINISHED GROUND LEVEL ON MIN 36 BELOW GRADE 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" W/(2) #6 BARS CONTINUOUS ATS E LEAST FOU FOUNDATION PLAN FOR THE (MUST BE VIRGIN SOIL) 7 OF 7 LOCATION OF FLOOD VENTS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY AN METHOD IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VI UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �� � I TOP PLATE FRAMI SIC TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN j W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE M ATTACHED To RAFTERS » rrM TABLE 3.1 .�. , TOP PLATE GYPSM BOARD INSTAL��D��IN SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 6 % ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 3 SPAN 1 3 SPA 1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „ / / NSTALLED IN ACCORDANCE 5/8 MIN. T EDGE } d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE — �- ALL PANEL EDGES) WITH BRITTLE(b) FINISHES ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT / NOTCH MUST NOT EXCEED / BLOCKED AGAINST NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES �/ BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH 0 TOP PLATE a. The wind load shall be permitted to be taken as 0.7 time the to OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES HALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANE L EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the le ght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roof or AND ES BORED v, LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection hall in SILL PLATE JOIST o . 16d NAIL AT 24" O.C. INSTALLED WFCMI TABLE03.1 WFCM 201 SBC HIGH WIND EDITION not exceed L/,20 TABLE R 301.22.2.1 WFCM 2015 SBC HIGH WIND EDITION w 8d NAIL AT 6" O.C. ON ALL SECTION .4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT \—SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE (b) INSIDE CORNER DETAIL PANEN EDGES MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL EXTERIOR CORNER FRAMING FOR EXT RIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 2x4 CONTINUOUS I--- 0 NON—BEARING WALLS: R602.6 1 8c 2 '' LATERAL BRACE AT 6' O.C. LiJ N TYPICAL WALL FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 0 O JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED V WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS ui FOR WOOD .STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE ' TRUSS OR CEILING JOIST z W F A S T E N E R S P A C I N G (inches) 5 SEE STUD TO RAFTER FASTENER SPAN 4 FEET 6 FEET SECTION A—A OR STUD TO STUD DET IL GABLE END TRUSS Q < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING CEP TUD T PICAL ' Q 0 TYPE _ ENDWALL _-CONNECTORS U < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED ALLOWS E CH SIDE 10— NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS » INSTALLATION O ANCHOR WITH 2 EMBEDMENT HEADER STUDS ULL LENGTH LENGHT DOUBLEA A WA STUDS 5d COOLER NAILS AT 10" O.C. Q STUD MIN.) a "( CORNER STUD NOTE. 2x4 BLOCK NAILED TO EACH AT HARDWARE ° CC L CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIR D BRACE WITH 4-10d NAILS L I NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AN[ z ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUD IN GYPSUM BOARD . ° ° NOTE: SIMILAR REQUI ED N UPL ADDITION TO CONNECTORS AT " W LENGHT o CO NEC R 5d COOLER NAILS AT 7 O.C. o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AN z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP 2-16d COMMON W _ 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° o NAILS AT 6' D.C. FLOOR BRACINC AT END BAYS 10-8d NAILS � (n Q ENDWALL TYPICAL FRAMING AND UPLIFT o ICI WITH 2 EMBEDMENT ; ; (WFCM FIGURE 3. 6l CONNECTIONS FOR OPENINGS Q W LENGHT /SUBROOR / 8d NAI AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ' I w b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. I U FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1 FROM EDGE OF PANEL. BAND JOIST w 12 MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN ' o NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o LL_ SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NO1 LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. w o TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING f PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE, WITHDRAWAL CAPACITY OF NOT H NO CEILING LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT ' // DIAPHRAGM CE TER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S 0 o EXC ED 15 FT. AX. �\� EXCEED 40EFTD M�T REQUIRED 0 SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1/4� o WOOD STRUCTURAL PANELS SHALL"HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN o ° ,,,-CORNER STUD CONNECTED TO 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) o BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o ° 20 GA. STRAP— SSTUDL(MIN.) PREFERRED METHOD WIDE MIN. AT HARDWARE a RAFTER Q J 4 8d NAIL AT 12" O.C. ON W/(8) 8d NAILS HOLD DOWN ALL FR MING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM 1-� FLOOR TO FLOOR PHDS 24�° RIDGE TENSION STRAP DETAIL CONNECTION ° TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/Mi 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING — EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 0 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES OR WHERE THERE ARE NOT TWO }� Simpson Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION I N I M U M UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 \ A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION ( BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE - 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPS N STRONG TIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE w Noyes: 6 O.C. (ALL EXTER OR BALCONIES 40 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. M CONSTRUCTION, SSTD 10-99 TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT (D 0 EDGES} ANY POINT ALONG THE TOP DECK 40 U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR y_ WALLS. WOOD S RUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 �.�+ III * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED V �— OD ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 x (0 NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, CFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTIC WITH STORAGE 20 ®I HIGH WIND EDITION LOAD REQUIREMENT. �I } r FOR STORAGE PER 1FOOTNOTESb. SEE SECITIONTRB 2E4.2RFORNTS g. APPLIES TO NOT NG ROOM OTHER THAN SLEEPING ROOMS 40 ®( 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMIN MEMBERS F TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL DGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEP N G ROOMS 30 (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRE 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARE RAILS AND HANDRAILS 200 SHEET No. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 2 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: E X TE R I R CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1:AND Simpson Strong— Tie 2.12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, III I. I TABLE 4 WFCM 2015 HIGH WIND EDITION) ' The design of this structure is based upon prescriptive approach using th (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements GENERAL N O T E S: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING g ( ) municipal, local zoning and building codes and ordinances - COMMON NAILS 1 - FLOOR 5/8" ANCHOR BOLTS 39 sheet no. 1 having jurisdiction and best standards of constructions LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better practice. -- � RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 ,_ �'t The American Institute of Architects Conditions shall apply "( Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born ebris 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE 9 ( ( ) to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect r CEILING JOIST TO PARALLEL RAFTER FAl;E-NAILED 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP F Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS (FACE-NAILED) Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TiE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. (- TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by o7 Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES t of the Architect. Carbon Monoxide Alarms - R315 5.consent contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 2-16d PER 2X4 STUD TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker 3-16d PER 2X6 STUD Compensation, etc.) and general liability in an mount not Cn Insulation-Section R316 z co 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than S 5 million and automobile liability and damage a Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be in N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT named insured on an and all policies. >BOTTOM PIATE TO Fl()()R JOIST, ANn.lOIS Protection Against Decay-Section R317 bi FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous i Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE:-NAILED 4-8d PER JOIST Accessibility-Section R320 ! 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and r gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is I-" to be presented to the Owner at the completion of the job. LL.I N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes O Ancor Bolts SSTB-28 See chart on this sheet for s and the sewage disposal system to meet Health Department standards. 8" poured concrete foundation wall, 8'-0" ROOF SHEATHING 5/8" ( ) high, 3000 spacing 13. Do not scale drawings. Use figure dimensions only. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 14. All work to conform to the rules and regulations of the New York 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverag test e to top of footin g � N Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. 2-1 34"x11 78" Microlam Girder or 3 12"x11 78" Power Beam""8d 6 EDGE 6 FIELD z " 6" FIELD 4" GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / _ W 8d 6 EDGE poured / ( / / � 15. The insulation protection as indicated on these plans exceeds GABLE ENDWALL RAKE OR RAKE TRUSS W ' STRUCTURAL OUTLOOKERS / p ured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Q ' 8d 4" EDGE 4" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / 30"00"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for Q CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used O Deck and porch flootings as noted, 3000# test, 48" minimum buried dep h on any other project except by written authorization of the Architect. 0� 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site Q U WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, All footing to be carried down to undisturbed soil contractor or local building department. " 8d 6" EDGE " No footing shall be set higher than a 30 degree angle from any other fo ting O STRUCTURAL PANELS STUDS SPACED UP f0 16 OC / 12 FIELD Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel [ally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficie tly I-- braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: LIJ Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - UJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q I I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4;-8d NAILS AT EACH END STRUCTURAL PANELS Wal[froming and finishing shall be nailed and or screwed in accordance wi h GARAGE STUD GARAGE SILL PLATE USE: NOTE: WFCM, Table 2 and Section 4 " " USE CONNECTOR 4�8dCNAL S ATAT 6EAOH END ATTACH LEDGER TO FRAMING 1 OR LESS 8d 6 EDGE / 12 FIELD Overhangs, wrap noted. GREATER THAN 1" 10d 6" EDGE / 6" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations.Tyvek housewrop. MTS 36 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR MSTA �6, 16 O.C. FLOOR CONNECTION USE: 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition g Simpson Strong-Tie 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: `- At least one window in each sleeping room shall comply with the exit rec rements MTS 36, EACH ROOF RAFTER U210 2X6 f- o of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d X 1 1/2" 0 < Follow exterior corner framing detail figure R602.10.5 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3:SIMPSON H-8 USE W/ONLY SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal 17- PC44 FOR EACH POST or J MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL �e ANCHOR BOLT (14 ) percent slope), 0 � BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent sl pe ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie ..,g. 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underla ent MTS12 ® EACH JOIST e U21 O 2X6 (EVERY STUD) STUD TO SI �'' (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch 483)strip PORCH POST TO DECK USE: ATTACH T of c,e AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened suffici ntly to PS720 (ALIGN WITH JOIST BELOW) •� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 M HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underla ent, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2" (" MIN EMBEDMENT o e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER- N •D SEE FOUNDATION PLANS A-3.1 AND ° A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) -- . ;• e. ' e �' (MINIMUM DOUBLE STUD) ° Underlayment in High wind (Section R905.1.1) CONNECTIONS O SIM ON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE '•ao•,D. D , _�� ` II ° n „ ' Chimney and firespaces - Chapter 10 � 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. t.' D . r. A V. 'e v a •I a �• ' , Mechanical - Chapter 12 D .'e ••4 s �a a �� o o . e US 4-8D NAILS @ EACH STUD ,e n�' • a D General Mechanical System - Chapter 13 FOR HEADER OR e D . D , o o Heaitng and cooling equipment - Chapter 14 BEAM ExhaII n a n e p ed n 4 _ Chapter n :n. 44'e. a.; 'e..� v s° DuctuSystem - Ch pte 16 15 ■� z yp DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie n�• D � e D .�� e D .tlo n n�` e p - } � � Aa�.■` Chimneys and Vents - Chapter 18 AC4 • ,•• 4 D Plumbing - Part VII AT EACH PO o • > i'.; °• SEE PLAN SSP t w 1 3/4" IMUM ,° �•°Q�� a Flood Zone - 301.2.4 N EDGE DISTANCE •�� q' D FLOOR TO FLOOR °•° HEADER LSTA21 • D Simpson Strong-Tie CONNECTION KING STUDS CS20 1'%" COILED XF THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE STUDSTRONG-TIE STUD CD 1 1/4 COIL STRAP - H2A 2"MINIMUM', CNW NUT COUPLER 16" O.C. USE 4-8D AT EACH ROOF slDEcovER o NAILS AT EACH STUD GE MIN OVERLAP IS 12" 'RAFTER USE 8-16D � '• � ® � ..• DISTANMIN CE* NAILS AT EACH END, JACk O SI L ., b d 12" MIN OVERLAP PER RT2.5 - •,,. . COMPONENT 00 S HD8 Q;4r °:. MIN EDGE SHEET N0. STUD TO ROOF RAFTER ' '��''��• DISTANCE* FLOOR TO FLOOR Sir AB pson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR MIN. OVERLAP IS 12" CONNECTIONS' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO F0 NDATIDN CONNECTION PORCH COLUMN CONNECTIONS I AUTO COVER VAULT. SIZE PER MANUFACTURER SPECS. EXTEND POOL NOTES: GRADE BEAM TO PROVIDE 1. POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING SUPPORT 4,000 PSI POURED CODE, TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. CONC. GRADE BEAM 2. POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1. 3. SECTION R326.7 POOL ALARM REQUIRED. (SEE SECTION C—C) 4. ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 5. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. B 6. POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY). HP 1 SECTION R403.10.1 HEATERS ON! E,_.. ..•._I,_ , ,,,,_. _,,.._._. _..,.....,.,. __— .__ ___ __ _.,.._. _,_,_........—µ._................._.........................Y_........,.........,..................,... ............W...,.,_..__— .._., .___.,_ _,__, SECTION R403.10.2 TIME SWITCHES + w. ._...................._.._..._....._.,,,..........,....,.,,,,,.,,..,,_.... ..................._.........,......._.—...... __._..._ ____ . ..,,,...__W_ ._. ...iHP N 4' OF D 6' OF SECTION R403 10 3 COVERS n i7. NO SURCHARGE ALLOWED WITH( SHALLOW END AN DEEP END. HP 7 14 I HP 15 8. THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI ® 28 DAYS. 9. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF HP 6 s 30 BAR DIAMETERS. ( ( I I I I I I I # 10. REBAR SHALL BE 3" MIN. CLEAR TO EARTH. 7+_5++ I C C 11. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. 6 _5 I I 12. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER (VGB) — .....i POOL AND SPA SAFETY ACT. IHP A 13. NO DIVING EQUIPMENT SHALL BE INSTALLED ON THIS POOL. 5 I HP $ HP 13 14. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 2200 DEEP HOLE DRIVE, MATTTTUCK, N.Y. 11952 ONLY. I 19'_3" 15+_9++ 15. SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL, SITE GRADING AND A HP 2 I I I I I I — HP 16 (TYP. OF 4) DRAINAGE FOR PROPERTY. I I GENERAL NOTES: . HMFOR CON UC ON MEANS, METHO HP 9 I I HP 12 I 1 TECHN QUESRING OR�PROCEDURES UTILIZED BY THEP.C. SHALL NOT BE (BLE CONTRACTORS NOR FOR THE SAFETY OD THE PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY I I 6'-5" a OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7'-5" I I I I I I I HP 4 2. SELECT GRANULAR FILL / MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE I I I I MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF 6 N.Y.S.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION. I I HP I + I HP 10 I HP 11 I HP 17 3. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL, SURPLUS ...,...•.._•,........ ._.,....,.__,._........_..,... �.., _,,,,,____, _.,,__._,..,__,�..,.._._... ,._..._....,. _.__ _,._....................— MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 4. ALL MUNICIPAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION SHALL BE NOTIFIED A MINIMUM OF FORTY—EIGHT (48) HOURS IN ADVANCE OF ALL CONSTRUCTION, UNLESS OTHERWISE 00 B INDICATED AS A CONDITION OF MUNICIPAL APPROVAL OR PERMIT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSURING ALL NECESSARY MUNICIPAL INSPECTIONS, CONDITIONS OF APPROVAL, AND CERTIFICATIONS ARE PERFORMED AND OBTAINED IN ACCORDANCE TO THE APPLICABLE PERMITS AND MUNICIPAL REQUIREMENTS. LEGEND POOL PILE PLAN SCALE: 1/4" = 1' — 0" HELICAL PILE 1/2" EXP. JT. AND SEALANT (TYP.) P DECK BY ----- — WATER WATER LEVEL (4) #4 BARS OTHERS ATE FROST PROOF PROPOSED COPING CONTINUOUS TOP OF ( HE LEVEL TILE EL. 9.5 WALL; TIES 12" O.C. - -- " .—..>—(— ' �—-�....,. . _.:.... .-.�..���,..=:,.=-'..�__' _ " MIN __;.__ .,.;.............. ._.,....._: ... _. _�._.{..._.;.,_...,....�_._..}.__.:_..}._._;,_.....;..__.}......,.......{......,. {.._ _ PROPOSED 105 G U N I TE AUTO COVER GRADE " WALLS WITH #4 REBAR #4 BAR ® 6" O.C. PROPOSED VAULT 3'_9" 12" THICK 4 —0 " VERTICAL WHEN WALL-----, ' GRADE F , REINFORCED GUNITE Max. 12 O.C.E.W. EACH POOL FLOOR 6'—5" FACE HEIGHT EXCEEDS 5' 6'-2" I_ "µ x, z �� 12" GUNITE SLAB #4 ,I I I.... r 2" u a BARS 0 1 O.C.E.W. `i3 —0 �s-. ::, :f„%;: %:> ': '; ,. .< ;..; 4 BA C. _lj ,..,...y �. 'M}. I{ , _ } .,.;.;.;E:,.'£:'r a r. _ ::::!i,:::::I ; TOP & BOTT. =T.. .....y . _ .« y �;«... .. . L 00 PSI POURED VERTICAL WHEN WALL----' I�£.µ-_.,,w,..,.(_w_;:s:..,}}._,.I...I£.:.<£.:.:.:<}s.:.:...;s....I..—_.....,}.,;......jjI...;..,..,p},_,�._I_—_,_—_if.:;..::}......,....h.<,s...s}.. ..,..'{,...,.,:...:..-...I.,._...i:}.,,....!...}...._.....,:....,f•:••.rI......I,7y£_.:�•._:.I......1.I..._..._..,}-..:,;:y:I;,.:I£F._.W.^'1=_;.._,...,..._ I3. —:£< !,. . , £f,, _.:.[:',I:,_.::Cy....=.-:s<.'...;:,:..:,.1:..,,,£.,{._..:[-_,..I}.-.<I:..<:-,.,...}}};.,....,.1;I,..I..:'.(f.,.-:.y}£,.:.,,,I,£.,......:y£...;.,,.1£;:....;.<,;_.,.,.-E.,;}.,(.,{._:...i,....i':.,..£<,..•, _.,...3,,,,c;::._,.,€;..,.E,WIs:::,:,::::,:; ::>s.^.[::::::^7:,.,£/,.:,;.a...,,:.:;,•«,£ 'i'i::,,,:.;. a s « ai, ..,.Y.p..:,}^•..::/ys;..y:...;.:.,.......}�_j.i}€t?:�,^;�:i.'.µy,`,.';."tiI HEIGHT EXCEED / :s•. a A.:. .. w .. d .��. £ (INSIDE FACE ONLY)" 4 0 0 PSI POURED CONC.— 1- a s,. a CONC. S EGRADE BCE AMS 5' : I= GRADE BEAM (SEE SECTION. )_ C C ON SHEET 2 OF 2) IT : GRAVEL ---HELICAL PILE :6 SUBDRAIN 4` (TYP.) 1'-6" 4,-3" 4'-3" 4,-3" 1'-6" 2 MAIN DRAINS WITH HYDROSTATIC VALVES AND COLLECTOR TUBE IN 7'-1" 7'-1" 7'-1" 7'-1" GRAVEL BASE HELICAL PILE (TYP.) SECTION A-A SECTION B-B SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" bIO]E6i 1. THIS IS A NON—DIVING POOL. 2. HIS' PLAN ONLY.PREPARED FOR PILE LAYOUT, SHELL STEEL AND POOL 3. ALL BENCHES AND STEPS TO BE REINFORCED WITH #4 REBAR AT 12" O.C. EACH WAY TIED TO POOL STEEL. NO. DATE DESCRIPTION BY OWNER: PROPOSED GUNITE POOL CHRISTOPHER& ELIZABETH AUSTIN 2200 DEEP HOLE DRIVE PILE LAYOUT PLAN MATTITUCK, N.Y. 11952 2200 DEEP HOLE DRIVE APPLICANT: SITUATED AT CHRISTOPHER& ELIZABETH AUSTIN MATTITUCK 2200 DEEP HOLE DRIVE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MATTITUCK, N.Y. 11952 S.C.T.M. DISTRICT 1000, SECTION 123, BLOCK 04, LOT 5.1 HM ENGINEERING, P.C. P.O, BOX 914, EAST NORTHPORT, N.Y. 11731 PHONE (516)476-5392 FAX(631) 980-7671 EMAIL: HMARNIKA@HMENGINEERINGPC.COM bl 1 v 2 !�'( DRAWN BY: HM PROJECT NO.: 23140 NOTE ' DATE: OCTOBER 12,2023 DRAWING NO.: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING,P.C.. TRUE COPIES HAVE DESIGN PROFESSIONALS r O UNAUTHORIZED ALTERNATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF RAISED SEAL AND SIGNATURE IN BLUE SECTION 7209 OF THE NEW YORK STATE(EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 1 OF 2 I HEUCAL_PILE SPECIFICATIONS: 1) ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS MANUFACTURED BY MACLEAN DIXIE. ALL HELICAL PILES ARE TO BE INSTALLED BY A FACTORY CERTIFIED INSTALLER. ALL HELICAL PILES MUST BE ICC APPROVED AND BE IN ACCORDANCE W/ NYC D.O.B. 2014 SIZE OF COPING TO BE ADJUSTED BASED ON WALL FINISH. CODE. A) MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR All MATERIALS AND MANUFACTURING. AUTO-COVER B) ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED UNDER SECTION 5 OF THE • TO CODE 14" POOL COPING 2._D. AWS CODE D1.1. _ #4 STIRRUPS O 12- PROVIDE 15" PENETRATION 2) HELICAL PILE LEAD SECTIONS SHALL BE MODEL 150H-101214-S7 WITH A 1.50" ROUND I INTO GRADE BEAM CORNER SQUARED SHAFT AND AN 10", 12", 14" DIAMETER HELIX. LEAD SECTIONS SHALL BE 7' #3 STIRRUPS O 12" LONG. ALL HELIX PILE EXTENSIONS SHALL BE P28 - 2-7/8" SCH. 40 (MIN. 6,700 FT-LB TORQUE RATING) PIPE SHAFT 5, 7 OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. ALL BENCH/ 4" PILES SHALL INCORPORATE THE PATENTED MACLEAN-DIXIE SQUARE CONNECTIONS. I SWIM-OUT TO CODE 4 — #5 BARS CONT. ° 3) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED I CONCH TO ° ° STEEL IN ACCORDANCE WITH ASTM A153. 4) ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ENGINEER. THE 4 - #4 BARS EACH WAY a I INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION. E PROPOSED GUNITE 14•_0• 18" LONG ABOVE EACH PILE ° 'a. !� ' 5) HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 12' BELOW EXCAVATED - SWIMMING POOL 5'-0" (INTERIOR) 2'-0" GRADE AND A MINIMUM TORQUE OF 4,800 FT-LBS. AND A MINIMUM CARRYING CAPACITY OF 392 S.F. 12 TONS WORKING LOAD (DESIGN) SUBJECT TO THE FOLLOWING PROVISIONS: STEPS TO CODE 01 ° A) IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE MINIMUM DEPTH (NON-SLIP a 4 7n. K. 9" LEVEL, THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS: 1 DESIGN) a) INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED 3" CLR. a TORQUE LEVEL IS OBTAINED. TING PILE EMOVE THE EXIS HELICES. bT HE R MORE RREVi D PILE SHALL BE INSTALLED BEYOND INSTALL APILE THE TERMINATION DEPTHWITH LARGER OF THE 4,000 PSI POURED 4 ORIGINAL PILE, AS DIRECTED ENGINEER. _I CONC. GRADE BEAM P< 6' x 6"x 3/4" A36 c) ADD ADDITIONAL PILES AS RECOMMENDED BY ENGINEER. STEEL PLATE 7'-3" 2 MAIN DRAINS WITH 4 - #5 BARS CONT. WELDED TO SLEEVE B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR INSTALLING UNIT HAS BEEN HYDROSTATIC VALVE AND REACHED PRIOR TO SATISFYING THE MINIMUM DEPTH REQUIREMENT, THE CONTRACTOR SHALL 28'-0" COLLECTOR TUBE IN to" olA MIN HAVE , 0) THE OPT10N TO INCREASE THE TERMINAL TORQUE TO A MAXIMUM OF 5.500 FT. (INTERIOR) GRAVEL BASE a SONOTUBE 1' - 2' LBS., b)AFTER CONSULTING WITH THE ENGINEER OF RECORD, THE CONTRACTOR MAY REDUCE LENGTH THE SIZE OF THE HELIX AS REQUIRED TO ACHIEVE THE MINIMUM DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE. 6) HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN ALL CHANGES POOL LAYOUT PLAN HELICAL STEEL PILE IN PILE LOCATION MUST BE APPROVED BY THE ENGINEER. 24 TON ULTIMATE 7) IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE SCALE: 3/16" = 1' - 0" NOTE: ALL PILES 5 KIP AXIAL CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF POSSIBLE OR THIS IS A NON-DIVING POOL. _ CAPACITY IN TENSION RELOCATING THE PILE WITH THE ENGINEERS APPROVAL. THE LATTER OP71ON MAY REQUIRE THE RELOCATION OF ADJACENT PILES. 8) A) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED STEEL BRACKET OR SLAB-SUPPORTING CHANNEL AS THE CASE MAY BE- AS SHOWN ON 1/2" EXP. JT. ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY AND SEALANT 28'-0" TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. (TYP.) B) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED FOUNDATION BRACKET GIVEN THE FOLLOWING PROVISIONS: DECK BY PILE CAP & GRADE BEAM SECTION C-C a) PILE SHALL BE INSTALLED A MINIMUM OF 2 DEGREES FROM PLUMB AND A MAXIMUM OTHERS WATER FROST PROOF OF 5 DEGREES FROM PLUMB. LEVEL TILE SCALE: 1" = 1' - 0" b) FOOTING SHOULD BE NOTCHED FLUSH WITH THE FACE OF THE WALL AT THE „ •. ., ; , „� INSTALLATION LOCATION -~- ---�• .. _.,....- _ :.._ _.,..._,,3. ...r-...,._.., -�.,...... .<,.;- ....... PROPOSED c) NOTCH SHOULD EXTEND 4 INCHES ON EITHER SIDE OF THE FOUNDATION BRACKET AUTO COVER LOCATION 12' GRADE d) BOTTOM OF FOOTING SHOULD BE CLEAN, SOUND CONCRETE VAULT 3._9. 3,_6" REINFORCED THICK 4Max. STRUCTURAL (;ONCRETI_ NOTES: a NON-SHRINK GROUT SHALL BE APPLIED TO THE BOTTOM OF THE FOUNDATION DRAIN TO REINFORCED GUNITE POOL FLOOR 1 � BRACKET TO ENSURE A FLUSH CONNECTION DRYWELL 6'-2• 8-5 f} FOUNDATION BRACKET SHALL BE ATTACHED TO THE STRUCTURE USING 8" x 5 8" AS1Tul A-615 GRADE fi0 DEFORMED. /ANCHOR BOLTS 2. CONCRE MIX g) APPLY 50% OF THE DESIGN LOAD USING A JACK WITH GUAGES TO PROPERLY SEAT a) MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI ® 28 DAYS. THE PILES (DO NOT EXCEED DESIGN LOAD OF THE PILES) b MAXIMUM SLUMP 4 INCHES. 9) WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE 8r 3. REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDI110N RECORDS SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 2 MAIN DRAINS WITH HYDROSTATIC OF "BUILDING CODE ;REQUIREMENTS FOR REINFORCED CONCRETE" BY THE AMERICAN o PROJECT NAME AND/OR LOCATION b NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. VALVES AND COLLECTOR TUBE IN CONCRETE INSTITUTE (ACT).GRAVEL BASE c DATE AND TIME OF INSTALLATION 10'-0" QQNSTRUCTION N R%' cl LOCATION AND REFERENCE NUMBER OF EACH PILE 1. TOP OF PILE CAP AND TOP OF GRADE BEAM ELEVA11ONS SHALL BE a DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED COORDINATED WITH FINAL GRADE. SEE PLANS BY OTHERS FOR FINAL ELEVATIONS f) OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM OR FOOTING AND SURVEY DATUM. g) TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL IN LIEU OF 2. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THIS REQUIREMENT, THE TERMINAL TORQUE SHALL BE RECORDED AS A MINIMUM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR h) ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION TO CONSTRUCTION. 10) THE INSTALLER MUST PROVIDE A N.Y.S. LICENSED PROFESSIONAL ENGINEER CERTIFIED PILE POOL SECTION LOG. SCALE: 3/16" = 1'-0" 10 5" COPING STONE COPING STONE WATER LEVEL 3" DOWN ° a ° FROM TOP OF POOL •° • (3) #4 BARS ® a --•-•6" FROST PROOF T.O. WALL a. v�. TILE BAND v• (4) #4 BARS ® T.O. WALL (TYP.) #4 BARS ® 12" a Q °. CONTINUOUS BOND BEAM O,C,E.W. ° ° TIES 12" O.C. •a d ° 1/2" POOL PLASTER FINISH ° ° PNEUMATICALLY v ° APPLIED CONCRETE ° 2" CLR (TYP.) a v (4,500 PSI) o c o d ° GRADE ° PNEUMATICALLY v•. ' 4 APPLIED CONCRETE a (4,500 PSI) a ° 6" RADIUS (MIN.) a 1• - - - 3" CLR I<= NO. DATE DESCRIPTION BY (TY'') Q •' a. Q a : ° ° '° 44 OWNER: PROPOSED GUNITE POOL PLAN CHRISTOPHER& ELIZABETH AUSTIN ° . a 2200 DEEP HOLE DRIVE AND DETAILS ° MATTITUCK, N.Y. 11952 2200 DEEP HOLE DRIVE APPLICANT: SITUATED AT CHRISTOPHER& ELIZABETH AUSTIN MATTITUCK 2200 DEEP HOLE DRIVE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MATTITUCK, N.Y. 11952 S.C.T.M. DISTRICT 1000, SECTION 123, BLOCK 04, LOT 5.1 _ HM ENGINEERING, P.C. WALL DETAIL AUTO VAULT DETAIL P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" PHONE (516) 476-5392 FAX(631) 980-7671 C EMAIL: HMARNIKA@HMENGINEERINGPC.COM DRAWN BY: HM PROJECT NO.: 23140 NOTE DATE: OCTOBER 12,2023 DRAWING NO.: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING,P.C.. TRU COPIES HAVE DESIGN PROFESSIONALS OZ UNAUTHORIZED ALTERNATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF RAISED SEAL AND SIGNATURE IN BLUE SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 2 OF 2 I 1 \I T.O.RIDGE ;'' WOOD FRAMED D % t_ ` q �j� _.±' f ap CHIMNEY WITH VENEER STONE O ��� ARCHITECT n ';• MEAN ROOF HEIGHT 12 W RI yBY �12 REVISIONS D E S C R I P T I O N 2/26/24 PER OWNER REQUEST N rI iD DAR ROOF SHINGLES 0 BE SELECTED BY OWNER C 2 �J 9'-0" PLATE HEIGHT 9'-0" PLATE HEIGHT - -- T.O. WINDOWS L T.O. WINDOWS ji C1 35 C1 5 \. \ 4'-O" PLATE HEIGHT 0 3'-6" PLATE HEIGHT TE P, /fE P C 14 P3 40 C 4 1 - - \ \ CX 55/EGR ss 2'—D" PLATE HEIGHT o STANDING SEEM `ol T.O. SECOND FLOOR ill TOM METAL ROOF PER flT1 I IN - SELECTION OF OWNER I D S I G TEMP GLASS STANDING SEEM T.O. SECOND FLOOR r%) METAL ROOF PER 10'-0" PLATE HEIGHT C D B E — SELECTION OF OWNER S DE S DI T E Y R 1" X 8" FASCIA T.O. WINDOWS j W/1"X2" OVER E I I B \ \ \ 5/4"X6" TRIM TyW Y� \ / 1X2 TRIM OVER 1X10 BELT BOARD / / \ 5/4" WINDOW 0 C1 35 C1 55 - & DOOR SURROUNDS (TYPICAL) 10 co BOARD T N T.O. FIRST FLOOR E C D Y E W R > � N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1- 8"xa" COLUMN FRONT DOOR UNIT PER WRAPPED IN 1"x1o" AZEK (TYPICAL) SELECTION OF OWNER0AVERAGE EXISTING EL. 5'-3" I RAGE J W o o E FRONT ELEVATION z W = 1 SCALE: 1/4" = 1'-0" WU o _ WOOD FRAMED CHIMNEY WITH STONE VENEER >o\� O Abb HlkdO I 1 11 N ,2 11 - 12 D 1 ill Ill hil ill IIII Ill III Ill Ill I - , Ld c,2 9'-0" PLATE HEIGHT 1" X 8" FASCIA r 1" X 8" FASCIA T.O. WINDOWS W/1"X2" OVER W/1"X2" OVER 5/4"X6" TRIM / / / \ \\ / 5/4"X6" TRIM \ \ \ DOOR SURROUNDS 5/4" WINDOW / \ \ --5/4- WINDOW o & DOOR SURROUNDS / 4'-0" PLATE HEIGHT (TYPICAL) 15 C \ \ / / (TYPICAL o _ / ) r 36" HIGH HANDRAIL EG ESS 8 A LR EGR SSV4PER NYS CODE CX 5 CX 15 CX 5 CX 5 C 5 CX 5 CX 5 EGR SSGR SS EGR SS\ /EG ESS /EGR SS EGR SS\ /EG ESS 0 i T.O. SECOND FLOOR - - I I MEP, 0 e10'-O" PLATEHEIGHT SEE BALCONY DETAIL Ill 11_� I m 11 1 1 11111 11 LLLIJIIIIIII Charles M . Thomas & " FASCIA I h i L e c 1 5/4"X6" TRIM NY 11947 (631) 727-7993 T.O. WINDOWS 8"X8" COLUMN PO BOX 817 JA6IESPORT, WRAPPED IN 1"X10" a"xa" COLUMN WRAPPED IN 1"X10" PROJECT AZEK TYPICAL � AZEK (TYPICAL) CEDAR SIDING TO BE CEDAR SIDING TO BE b SELECTED BY OWNER. CEDA R SELECTED BY OWNER _ Sill G E I �j DF 36" HIGH HANDRAIL 12080APL EGR SS 16080 $LDR OS T W R l. PER NYS CODE EI T.O. FIRST FLOOR 808 APLR FRONT & REAR "x8" COLUMN W ELEVATIONS WRAPPED IN 1"X70" TOP OF RETAINING WALL 8.2' DAiION 0'GRADE BEYOND EL. 8. AZEK (TYPICAL) I WITH SKIRTDECK I N DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING INrr)ErVMjjNGPROPOSED POOL DATE: 5/15/23 GRADE EL 5-8" GRADE EL 5-8" GRADE BEYOND EL 5'-2" PROJECT No. GRADE BEYOND EL 4.0' LINE OF EXISTING GRADE LINE OF EXISTING GRADE DRAWING BY. CMT UNE OF PROPOSED POOL \ CHK BY. GRADE R EAR E LE VA TI 0 N GRADE EL 4'-0" GRADE EL 4'-0" GRADE DWG No. E 2 SCALE: 1/4" = 1'-0" �001 0000 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. O.RIDGE WOOD FRAMED T. oO o 0 k CHIMNEY WITH STONE 00 O O 11 t VENEER o kip 12 ARCHITECT �o REVISIONS DESCRIPT ION MEAN ROOF HEIGHT — — — — — — — — — — — — — — — — — _ _ I 2/26/24 PER OWNER REQUEST 7 w __wu_ co Ir z Jp1 w mil 12 � �12 9'-0" PLATE HEIGHT— ED of - - 1" X 8" FASCIA T.O. WINDOWS W/1"X2" OVER JHill I I III0 5/4"X6" TRIM A l A 1 \ 5/4" WINDOW & DOOR SURROUNDS (TYPICAL) z CX 5 CTE 14 /E CX11P C 45 CX 145 36" HIGH HAND RAIL 3'-6" PLATE HEIGHT EG ES\ /BG ESS LL \ PER NYS CODE — ^ w 0 O IIIIIII Hill I IrO T.O. SECOND IFLOOo SEE BALCONY DETAIL Cj 10'-0" PLATE HEIGHT r� O W 0 CA / \ T.O. WINDOWS m0 \ OPEN w oOVERED J \ PORCH 8"X8" COLUMN J CX 45 CX 45 WRAPPED IN 1"X1o" o ui EG E �G ESS AZEK (TYPICAL) b 36" HIGH HA D RAIL PER NYS CODE I _ W J POOL T.O. FIRST FLOOR EL 1o'-0 Fy O o INHHH, POOL SAFETY GATE WALL _ GRADE EL 8'-0" W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED GRADE---- � EXISTING EL. 6'-0" S1EP FOUNDATION DECK SKIRT TO BE VENTILATED HORIZONTAL SLAT1NGW _ _ _ _ _ _ _ WALL DOWN TO LINE OF EXISTING GRADE BEYOND _ _ J — — '-- _ — — — — — — _ _ _ _ — LINE GRADE NE OF EXISTING GRADE \ � � AVERAGE EXISTING EL 5'-3" — E— 0 O Z _ _ _ _ _ _ _ T.O.WALL 4'-4" E SIDE ELEVATION — — — —EXISTING EL 4'-0' LINE OF EXISTING GRAD PROPOSED RETAINING WALL TO 3 SCALE: 1/4" = 1'-0" EXTEND ALONG THE SIDE YARD 0j TO THE FRONT PROPERTY LINE (1 n (� ELEVATION 0.0' EL 0'-0' LL WOOD FRAMED CHIMNEY WITH STONE VENEER 12 oo �o a o - - - �oU�o „ �0000 o� o ►- L o N cO o 0I Ill likill ill 4'contour line hits 00o I L I I I I IQ CEDAR ROOF SHINGLES l TO BE SELECTED BY 12 - OWNER 9'-0" PLATE HEIGHT 12� — 1" X 8" FASCIA W/1"X2" OVER T.O. WINDOWS 5/4"X6" TRIM \ 5/4" WINDOW \ \ \ & DOOR ASURROUNDS 36" HIGH HAND RAIL c 45 CEDAR ROOF SHINGLES 3'-6" PLATE HEIGHT o PER NYS CODE C 5 C 15 TO BE SELECTED BY — o / 1 OWNER i. r I CEDAR SIDING TO BE n SELECTED BY OWNER T.O. SECOND FLOOR Charles M . Thomas 10'-0" PLATE HEIGHT 8"X14" FYPON _ NY 11947 (631) 727-7993 BRACKET PERER T.O. WINDOWS PO BOX 8TJ JA�IESPORT, SELECTION OF - \ OWNER \ 1 CEDAR SIDING TO BE SELECTED \ \ PROJECT BY OWNER P o OPEN COVERED / CX 5 b 36" HIGH HANDRAIL PORCH CR SS /PER NYS CODE T.O. FIRST FLOOR SIDE ELEVATIONS 8"X8" COLUMN WRAPPED IN 1"X1 O" GRADE EL 8'-0" s AZEK (TYPICAL) CLOPLAY O.H. DOORS rich NEW 16080 O.H. DOOR BY "CLOPLAY" AS SELECTED PER OWNER Un PROPOSED POOL PROPOSED RETAINING — — — — —' —LINE OF EXISTING GRADE _ — -- — DATE: 5/15/23 WALL ` _ _ — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — EXISTING EL 6'-0" PROJECT LINE OF EXISTING GRADE LINE OF PROPOSED POOL — — — DRAWING BY. CMT No. GRADE EL 5'-2" I PROPOSED RETAINING WALL TO CHK BY. • DWG No. REAR ELEVATION (92'-2") z I TO THEE FRONT ROPE ALONG THE IRTYDE YLINED E A 002 00 SCALE: 1/4" = 1'-0" zOF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f 4 POOL SAFETY GAZE C. i i ° 6 �Z (0r .0- . 6-0 - ARCHITECT DECK SKIRT TO BE VEN LATED HORIiONTAL SLATING DECK SKIRT TO BE VENTILATED HORIZONTAL SLATING i = 35" HIGH RAIL 36" HIGH RAIL PER NYS CODE 50'-9 PER rlrS CODE P\ REVISIONS D E S C R I P T 1 0 N i>o a "22'-9" 18'-4" 23'-8" 2/26/24 PER OWNER REQUEST � � Z 5 12'-24" 4'-0 " 9•-6j" 8•-9i" 6'-6" 14'-8" 9'-0" o N oo LINE OF 8 ONY ABOVE DECK / - - GRAVEL DRAINAGE UNDER DEC( a z XX8 COLUMNS WRAPPED c) PER SELECTION OF OWNER COVERED a V m l 1 x (TYPICAL) PORCH �' 00 / I a W cq GRAVEL DRAINAGE UNDER DECK N pool 4'x28' - / (2)CX FWG 12080-3 0 - -- -- 1 " X 14" PARALLAM- HEADER m V) It M 1 c14 4"x6" POST 4"x6" POST x6" POS iV N 22'-8" m I - 1 in 1 —0 / N cuj :t I iA i U iA to fV F FWG 16080-4 " x " REAKFAS x o PAR LLAM EADER NOOK n �w 1 6"x6" PST 5j" X 18" PARALLAM HEADER 6"xs" POST �71- N Oj ix — ,C. 22'-9" �SXB COLUMNS WRAPPED 1 18'-4" - - 22'-8" •� i PER SELECTION OF OWNER ►') o (TYPICAL) _ J L — - - - - — - - — 81, N 5 b (3) 11 MIL HDR (3) 11 ML DR �, 1 I` Q o a Lj COVERED COVERED J (- N o �U m INI o - 00 - o r a w FWG 8080 - Of / O 12 J cn �I(V (3) 14" M HEADER O= Li J W L- : cV 6"x6" POST 6"x6" POST �° N N r —_ N to o w �° Z w o KITCHE () O N �p QJ N to LIVING J �m OO 0 J-' �'w ' y ROOM s�o w °' o W a I ® > � w W 61 - O a w a o x ' w W "'z CD Go BEDROOM J M m 12 t0 Q Y O DETECTOR a Q to '— 2 O I N CARBON I I m ONE 125 CFM EXHAU = I cn 1 tD ® FAN TO EXTERIOR C --MONOXIDE SMOKE HALF a0 O DETECTOR I I O DETECTOR I U C=o W 20 BATH m I 6" 12' 0" '-4' 4'-5" 2' 0" 17'-10" WET BAR 2�-p" toREF. O N N ° �J (2) 16 ML HEADER 1 O 1 "9 7BILCO DOORS N �o� q BENCH do HOOKS x4" POST .. Z5 6 - 5'- 0 j" n 5'-2" LL CIE 0 Z ,SQ CD N J 1 r3 PROVIDE TILED SHOWER PAN 1 1 W M N a W / H It z 0 W/DRAIN O WASHER, u z w (ns .`� PROVIDE TRAP PRIMER ® O o a AIR HAN LERS ETC. z o O Q 1' DRAIN. VENT DRYER TO 6"x6" POsT EADER SIZE OR 10 0" SPA Q ow OXH EXTERIOR 3 16" ML HDR FLUSH 6"x6" POST O MUD ROOM I ANTRY o �ww — ( ) 5 X 11 PARALLA HEADER dxoo M 0 MECH ROOM a) p ro o = _ — - I a �. PROVIDE 5/8" TYPE "X" GYP. O O ' Q �° OPEN 0 — � N FURNACE F AT LEAST I = = Na ° FRONT DOOR UNIT PER _� t0 �, ° w BD. ON CELING ABOVE �— o w o �'� COS ABOVE SELECTION OF OWNER v O ® \ ° I v 3-0" r°ir.s CODE ES PER N � N LAUNDRY 3 -0 15'-10" ;21 I1-IL O — p J 1 o COVERED - 'S a �° 04 °D O I FRONT PORCH I— E o - 5' 7 W CRAWL SPACE _ ca BLUESTONE a p ACCESS is -1—jHWH LL CI, a 9 " � N 10 (3) 11 �" ML 1 ^,°�O �S �o°e C1 5 C1 5 I I 4'-0" - - - - TE P SEE WINDOW ,n ©---MONO DE N KEY ) 'I AL H AD 8X8 COLUMNS , DETEC TOR WRAPPED PER 1` W -- -  SELECTION OF OWNER 30 � (TYPICAL) I ra/ 8 — WINDOWS I STAIR WAY ('` 3 CAR ' 8" m TO BE TEM STATIONARY M o GARAGE GLASS I I 1 HR. RATED a I 5/8 TYPE X SHEETROCK I WALLS & CEILING O 4" POURED CONCRETE SLAB 0 o x I OVER 6 MIL. POLYETHLENE 2 O — 0» VAPOR BARRIER ON WELL _ m QDa I COMPACTED POROUS FILL N o m v I EL 8.5' !, O r n, cap � � ��a• I S wv I 2 i o N , Charles M. Thomas a r c h i t e c t N s _ _ _ PO BOX 877 AESPORT, NY 11947 (631) 727-7993 2 = 560 SERIES 16 ,pls ® 1 OC. PROJECT I ao I I 2'_2 0 Do cn 0 " CD O r P= i7 o I yX 1 CV O att I 30 °°° I FIRST FLOOR PLAN P F I R S T F L O O R P L A N S 1 N 7'- " SCALE: 1/4" = 1'-0" --- _ FIRST FLOOR= 2477 SF ---_.-._.__.-_~-----_..__ — WORK BENCH ai iV ---- -------- --._. AX 51 __ 3-4f DATE: 5/15/23 ------ — (2) X251 w 2t" PROJECT No. l -- -------- --- 3'-0" 5'-9" 2'-6" 6'-0" 6'-0" ---- _ 4'-0" DRAWING BY. CMT 6'-31" ' 0" _ � 11'-3" 12'-0" 12'-7j" S-4j," 2'-11" 4_ CHK BY. DWG No. w4mam 64'-9" 30F 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i dop qA HI � N� ARCTECT 24'-0A" .0 / [a �, 22'-9" 10'-2A" 6'-0j" 6'-61" 6'-6" 11'-6" 9'-0" 9'-0" REVISIONS D E S C R I P T ION _< � 36" HIGH RAIL PER NYS CODE 18' 0" E p\EB BALCONY SEE )ETAIL LO WO CX15 CX15 EGRESS FWG 8070 EGRES / - — (3) 11 7/8' ML HEADER I N ROOF 1 to 1 � iv L X U 2"X10" CLG. JOIST (2EG ESS (2C Kl5 1 ® 16" OC. R-49 INSUL. 1 3 11 7 3 ML HEADER 3) 11 7 8 ML HEADER I � i / 2—1" 11'-3" 0 17'-0" o Wool- viva- OI p\E ROOF I J MASTER R Zm ' I L I BELOW H- N � I � BEDROOM Y � N , �, Z , OFFICE I DETECTOR TOR3 SMOKE a (2)C W15 _-- C- X 15 z DETECTOR _ TRAY CEILING EGRESS P " ww I ILL o o m 1 z TO 10'-0" w 3/4" PLYWOOD _KIJ (3) 11 7/8' ML HEADER THREE �' J 0 o O RIP 2'X4' ACID (3 ' TO 0") _ 9 I ( PLYWOOD U) 11 8'-1" SMOKE e�= SINGLE PLY RUBBER ROOFING O�—DETECTOR N w z aZ I� �� ® ( OVER 45# ROOF FELT U Who `� ROLL BACK FIREPLACE ( = SINGLE PLY RUBBER ROOFING fO UP 24" ON REAR WALL 3"X3' ALUM POSTS BY 'FEENY RAIL' -I e z I FLUE AS REQUIRED I LAG BOLT PER SPEC AND POST COVERS A M O W z SoWOW x r 1 I I V SELECTED PER OWNER J Q(L _ m ui, tLJ _ _ _ _ _ _ _ ASTER o RIX4?"DECKIACID NG (PER OWNER)WW . CDN BEDROOM N " ( ) i Z Of< 1 Z BEDROOM O aQa3ac _ — LET IN 2"X6' ACID NAILER to o w w I TJI 016'O.C. Ld LAUNDRY N > ", am Two 1 1 CLOSET ATTIC P �O 3 14" ML HEADER Z _ ry SMOKE I I DOWN STA °D ( ) O 0�---DETECTOR Op = O o O I 4,_0» Oj N TECO EACH FLUSH JOIST x: O> O 125 CFM EXHAU O I I CONNECTION O FAN TO EXTERI I 10 Q e I ' I ® �' — — WI CLOSET— — N 4' 8~ 12'-0~ w REAR PORCH W I 11'-2" 3' 10 o M MASTER W L � ® z o NOTE: CAN CHANGE SMOKE BATHROOM N W LA o w THIS TO A OCKET -DETECTOR (� � p En DOOR 1 O CARBON U (C) OS DETECTOR p CO :LIINEN ,,P 1FAN TO EXTERIOR O "' O o ' / c MONOXIDE = D BALCONY DETAIL z F- DETECTOR ® O -� I O= I CARBON = T w j 6' O" SHOWER, 4" N 4" `t ©_—DETECT MONOXIDE OR ® n0 -.L Z 4'-7" DIN 36" HIGH HAND RAIL PER NYS CODE ER P.D. 2670 ' " oc 0 NA CLOSET I 17R (�3 11 7/8" ML HEADER I O,O SHOWER SCALE: 1/4 = 1 —0 a " o =o OPEN CX14 P3 40 (' S'-O" 2'-8 " M n �o o F w l I I 1A1CA1 5'-8" 6'-0" W Z m 8'-104" 00 \ BELOW 1 � � — — W RO F BATHROOM 4' o' BE L W I '-21" Q O I 00 125 CFM EXHAUST c- IN FAN TO EXTERIOR LINE 0 ^ ^� OHO �3-6' I l I I 20�0 ti� II Can ® O (2) 135 WINDOWS INS IR WA 4'-0" TE P TO BE TEMP ST 11 N R W �--- N GLASS °dw ' 14'-2$ , I (A I N A 5'-3� (n NOTE: UNFINISHED I D ATTIC SPACE ABOVE OFFICE STAIR DOES NOT EXTEND TO TTICONLYTO FIRST AND 1n M III LINE OF WALLS BE OW SECOND F OORS \ SMOKE — IDETECTOR — c I ` I I c ' zm I, \0 I 9'_O" OT ID Q I W BATHROOM N W in I w I 2Ej 125 CFM EXHAUST Q m O O FAN TO EXTERIO W % I _ �3 O S I f o? m 1 I Io m 101" co 2 U, I n oats 1g'-9� II I� JOIST ' S 16' O CL-49 INSUL. Charles M. Thomas ® 16 C' R � II LINE OF 8'_ " REC ROOM Nor YQ a r c h i t e c t E '+ w�' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 \ � 8 � O i J� ;d ' S �DETECTOR SMOKE O ; W LINE � a � PROJECT E Q1 li S I U- IJ Z ? J 1 I w 15, =J _7" \ Z _ 2_ - cx 55 EG ESS SECOND FLOOR PLAN ------—----------- — _ 8,-3�» ----- ----g'-3 _--- 4'-6" 6'-5" 7'-7" 16'-7" --- 12'—0" 14'-0" DATE: 5/15/23 PROJECT No. 37—3 DRAWING BY. CMT CHK BY. P SECOND FLOOR DWG No. 00 00 2 SCALE: 1/4" = 1'-0" 4 of 7 SECOND FLOOR= 2177 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i 64'-9" 1F, AM cV 22'-9" 18'-4" ! �T Uw' LINE OF STEPS ABOVE - -. I o — — — — — 50'-9" ��,• �1� � ARCHITECT 12" 9'-2" 9'- 9'-2" 9'-2" 12'-1" 12" w w LINE OF DECK ABOVE mm - — — — — — — — - — — — — L — — — — — — — — — DO CD 1 _ _ )2X10 ACQ GIRDER I !N� 2X10 ACID GIRDER T (3) 2X10 ACQ GIRDER i N REVISIONS D E S C R I P T 1 0 N T _ T 0 o _ J L J L — J L — J L _ J 12"� SONO TUBdR- 12 SONG TUBE ON 24"x24"x12" FOOTINGS Li- POOL � 24"x24"x12" FOOTINGS w e 0 o MIN 36" BELOW GRADE MIN 36" BELOW GRADE POOL TO BE DESIGNED BY O N w w ►= MUST BE VIRGIN SOIL m to Z POOL PROFESSIONAL Z N (MUST BE VIRGIN SOIL) ( ) Q J J U N 16'-7" 12" e ci Q p Op•' r -10 p r w o o � a� I a= I o X ® o L — o ® L o uj i*4 GRAVEL DRAINAGE UNDER DECK X ® POST FROM ABOVE 04 POST FROM ABOVE z 27'-1" iv (TYP) (TYP) J o i � + 12" 9'-2" 9'-2" 7' 9" -1 I" -I r "I - - - - - - - - - - 2"X10" ACQ LEDGER- - ji — --- - — — — — — _ co — J L — J L _ J I - - - — — — — — — - -- - - - - - - - - -- — N 14'-0" ;o 12" 1O'-11" 2'-1" iv I �a P.C. FOUNDATION WALL MTH I I a LINE OF POOL ABOVE ( ,n i #6 BARS 28" O.C. VERTICA & #6 BARS 36 OC HORIZONTAL F-: _ _ _2'X10_ACQ LEDGER ON 8"X16" POURED CONCRETE 12 0 SONO TUBE ON a,o FOOTING W/(2) #6 BARS o c,4 (3) 2X10 AC GIRDER r , 24"x24"x12" FOOTINGS 0 I — — — — — — — — — — — — — — — 1 CONTINUOUS m - - 36" BELOW GRADE Q �° I 8" 18'-4" I 22' 4" $" J > v J (MUST BE VIRGIN SOIL) T 7 DAP T FROM ABOVE a o o POST FROM ABOVE x I I 8"x1 " SMART VENTS BEAM POCKET o (T P) Q= I (TYP) I USE MODEL 1540-520 (TYPICAL ® EACH - cD 00 - 200 FT OF COVERAGE PER VENT GIRDER INTERSECTION I = I i _ ( CRAWLSPACE= 1790 SIF O I O I REQ IRED # OF VENTS = 9 " to is ® GRAV LtO RAINAGE UNDER DECK I ILij 10 NTS PROVIDED I I PROPOSED FOUNDATION WALL io _� I N I I 14" TJI JOIsTs 360 SERIES 1 00 2"X1 CQ LEDGER I ..� ® 16" OC. I 1 - - - - - _- - - - - - - - - _ -� I CRAWL SPACE r 3 1/2" STANDARD STEEL PIPE I I N 1786 SF COLUMN ON A 30"X30"X15" I ° - - - - `- - - - - - - - - - - - - - I ( DEEP POURED CONCRETE 8" P.C. FOUNDATION WALL WITH #� BARS I ma 0 SLAB EL. 5'-0" L FOOTING. (TYP) 28" O.C. VERTICAL & 1 4" POURED CONCRETE SLAB 1 = "� I w I OVER 6 MIL. POLYETHLENE to rx� \\ 1 #6 BARS 36"OC HORIZONTAL ,n,o0 Z �_ w I / LL I o � VAPOR BARRIER ON WELL ON 8"X16" POURED CONCRETE FO TING I I = 0 m I I ui 0 j COMPACTED POROUS FILL e co W/(2) #6 BARS CONTINUOUS � ary 8" 20'-3"I �=�= N PROPOSED FOUNDATION WALL AND >-- o I FOOTERS. EXISTING HOUSE FOUNDATION I^ 1 ON SITE TO BE REMOVED. v I Q 1 14" TJI jolsTs 3 to 60 SERIES co co I W L J ® 16" OC. co � I I 8 x16" SMART VENTS I 14" TJI JOIsTs 3 0 SERIES 1 1 I N W = USE MODEL # 1540-520 ® 16" 0 . i L J 200 SFT OF COVERAGE PER NT L P OPOSED FOUNDATION WALL .. CRAWL SPACE= 1790 SF I REQUIRED # OF VENTS = 9 BILCO DOORS 10 VENTS PROVIDED — N I I `� L T .J (3)14" ML HEADER ((�� 2 -3" 16'-6" � BE I A"Q. �24' 8" "°o w p I ( o l_L_10'-11" 11'-4" - I 6- 0" y 2 ASED ON NYS CODE R408.7 F Ww to I LLJ OR BUILDINGS LOCATED IN FLOOD I 12'-4" 12'-4" 1 AZARD AREAS: I N I W THE FINISHED GROUND LEVEL OFLD E UNDER FLOOR SPACE SHALL BE J — — — — — — — — — — — — — — — — _ _ — Q QUAL TO OR HIGHER THAN THE -'� UTSIDE FINISHED GROUND LEVEL ON = _ I 6 0 T LEAST ONE SIDE. a ao _ �= 3-14=ML (LUSH— — — — 1 I in I "06" SMART VENTS = _ — — I- - - - - - - I F - - - - - -15'-10 - - - - - - 8" �xo0 2 -4" 1 8" 1 SE MODEL # 1540-520 p .�, 7'_11 _ _ I Ilttltlt� 0 1 OO SFT OF COVERAGE PER VENT I ' I UNEXCAVATED I I ; _ I I Q — UI SPACEI 1790 SF I — = N — — — — — — - - E1ICUIRED_L_ VENTS =9= — 4" POURED CONCRETE SLAB _ _ _ I 0 VENTS F}70JfIIEEf- -14 ML FFLUSH = I I I 1 I 1 U') OVER 6 MIL. POLYETHLENE I 1 _ — — _ — I o I I N 10'-8" ^ VAPOR BARRIER ON WELL I- I I j I I o N = I COMPACTED POROUS FILL — _ _ - - - - - - - - - °° I - - - - - - - - - _ - - - - - - - - - - - � I I I I 71 CI`_' N I LN — — — — — — — 8" POURED CONCRETE FOUNDATION WALL ON I I — — — — — — — — — — — — - - 8"X16" POURED CONCRE I I 4' 6j" 1 FOOTING I I I o I I I 11'-3" 12'-0" 12'-9 I I SLAB TO SLOPE I �— — — 36'-0j" I I O I I 5' 1j" O I zoo UNEXCAVATED I I o? I C C t 4" POURED CONCRETE SLAB OVER 6 MIL. I I 1 I I O r^ 0 POLYETHLENE VAPOR BARRIER ON WELL to I W N m4 y COMPACTED POROUS FILL _ Lo:3 I I I I o v z 8" POURED CONCRETE FOUNDATION I I o m WALL ON 8"X16" POURED 1 _ I I CONCRETE FOOTING 4. ! I s 2 N I I I Charles M . Thomas P FOUNDATION PLANolK.„ I I I N a r c h i t e c t 3 SCALE: 1/4" _ l'-o" I I II I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 s I I I 2 I I PROJECT r wrt T r emr w _ II o SLAB O SLOPE ROOF O 2!-21 lm"w I I I o oo — I I-r-1 I �r 1--- I I �v I 1 I �r 1--- I I ��- s I 1-t/fv o I r 1 4-1-1/2Y crri/fv c -fv I I WASHER I I I I uv LAV I I W. I uV I I O m o I uv w.c. w.c. uv w.c. I tO I I C�o �I I o' 41. HOUSE i SHOWER I I SHOWER I SHOWER ITUB SHOWER 1 N (n 1 I o SECOND FLOOR W I I W z 6'- °I FOUNDATION PLAN ' 1=I/f I 3• f 1-t/f S t-t f I f S f 1-1/1 1-1/2 ? 1-1 f R I I Z D S CONNECT TO APPROVED r__-r�2'"-+-� r of A.I.do SANITARY SYSTEM 1-1/2Y 'I 6_fv ¢1-1/1Y 'Y $-tv I — 1 KITCHEN `' 1 I UV I . I I LAV I W. f _ � — of -� � 1 DATE: WC WASHER C. 5/15/23 FRESH AIR INLET SHOWER y _ 1 _ " 2' 2B PROJECT No. FlRST FLOOR 6'-3� DRAWING BY. CMT -' I-1 Ilk CHK BY. ki/f CQ 6'-3 " $'-O" DWG No. CONNECT TO APPROVED P.V.C.PIPE PITCHED .A.I, do SANITARY SYSTEM AS PERN•Y•S•CODE 22'-9�" PLUMBING RISER DIAGRAM 5OF7 SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WFOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. II I Q I r RAFTER TO WALL* (14) 10d x 1 1/ FASTENER . FRAME REVERSE THROUGH & LAYOVER MAIN ROOF REVISIONS D E S C R I P T 1 0 N 36" HIGH RAIL PER NYS CODE BALCONY SEE DETAIL MTS12 EGRESS EGRESS it WO N M p ROOF D 1 0 x co BELOW Lw 2"X10" RR w 2"X10" RR kRES 3 EG R SS ® 16" O.C. _o ® 16" O.C. i RAFTER TO WALL a SCALE: N.T.S. X 0 o MASTER = o' o MA _ N it ROOF UNUUM Zo® BELOW O FI E w U (j C3 Q- a 7 zl o �RES TMP B DR 0 HR E LJ® �@ _ ON ® � MST A X ° IIII°°'..IIIIII RIDGED 58 - 11 MLRID E (IW�I U Simpson Strong— ieLA ND Ym T pX L >E 00 L_L_I N B THR O X (0 ADJUSTABLE HANGER LIJ 0 o SCALE: N.T.S.© ® 0 zz�TRsH 7 E MA S Ridge Beam LL11 ML ID AT R OM 0 o QR ID LINE ° CLOSE1-0 X OWER W N 36" IG H ND R IL PEF91 D sHowER WI CLO ET 1 LIJ 0 16 0. w RAFTER w Qrf BELOWCLOS T LINEN W S E NLWU>jZL ROOF AT ROM 2"X10 ' RR 2"X10" o a BELOW 0 Simpson Strong Tie T- INE G. 16" O.C. © 16" N ® ^o �O� ° WITH CEILING COLLAR ® 32" O.C. ® — O O ?O'O `�° I 2x10 RR CS-20x18" MIN. WITH (7) 10d COMMON NAILS -1 11=7t=771111 016 OC. PER RAFTER INSTALLED OVER PLYWOOD O DORMER W RIDGE STRAP TIE N 0 SCALE. N.T.S. N A p w N d N ►7 0 E Iil LINE OF WALLS BELOW � SIMPSON STRONG TIE I 2"X10" RR ABU66 FOR 6W ® 16 O.C. COLUMN i 2„X10" RR 0 0 0 w ® 16" O,C, ov 0 0 N R BATHROOM 0 O 0 0 °o W I W ° CLO T 2 Li000 II ABU66 s COLUMN HOLD DOWN 2 SCALE: N.T.S. Charles M . Thomas LINE OF RE OM 0. J I Z� PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 - I CS16 LINE OF 8'_0" ; STUD2 1T0dd x 1 /DJOIST FASTENER PROJECT w ' 10" RFC Y 0" RR ® 16" O.C. 0 MTS16 2„X1 D35 s 16" 0 w Z J t° ROOF FRAMING PLAN P F 0 U N D A T 1 0 N P L A N 3 SCALE: 1/4" = 1'-0" LTP4 LTP4 Uplift connectors shall DATE: 5/15/23 bypass each other to PROJECT No. LTP4, spacing as required for prevent cross—grain DRAWING BY. CMT shear. SSP spacing for uplift. tension of band joist. CHK BY. DWG No. SILL TO RIM JOIST W 006 OQ (12) 8d x 1 1/2" FASTENER — 6oF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. II i RIDGE t•�1^ �'� '„resy�. - ? 12 12 f K,? TYPICAL ROOF CONSTRUCTION "X6" COLLAR TIE RIDGE ROOFING PER SELECTION OF OWNER ® 32" O.C. TYPICAL ROOF CONSTRUCTION OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. '��s ARCHITECT ROOFING PER SELECTION OF OWNER 2 X10 ROOF RAFTERS 0 16 O.C. 12 o C• OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. TYPICAL CEILING CONSTRUCTIO 4� RPF�Rs ® �6 HEADER ,s,o 2 X10 ROOF RAFTERS 0 16 O.C. 2" X 10" CEILING JOISTS O 16" O.C. "' REVISIONS D E S C R I P T I O IN CLG. JOIST W/ R-49 BATT. INSULATION 2 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTIO 16"" O OC. R-49 INSUL. 8'-0" DORMER HEIGHT 2" X 10" CEILING JOISTS 0 16" O.C. 12 , SHEET ROCK 12 WALLS AND CEILING W/ R-49 BATT. INSULATION 12� WALLS AND CEILING �12 T.O. WINDOWS TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX B THROOM BEDROOM TYPICAL WALL CONSTRUCTION REC ROOM 20 4'-0" PLATE HEIGHT o PLYWOOD SHEATHING ON 2"x6" WD. STUDS 0 16. O.C. TWO iD CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX °D '° R-21 INSULATION J n 4 PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. -1 R-21 INSULATION o 3 2'-0" PLATE HEIGHT o INE Of WALL BEHIND w Y a TYPICAL FLOOR CONSTRUCTION � T.O. SECOND FLOOR N 14" TJI FLOOR JOISTS 0 16"O.C. 12 TYPICAL FLOOR CONSTRUCTION — W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION kJ0" a4 14" TJI FLOOR JOISTS 0 16"O.C. 16" TJI JOISTS 560 SERIES ® 16" OC. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 1 HR. RATED L%" SHEET ROCK (3) 11 ML HDR 5/8" TYPE X SHEETROCK WALLS AND CEILING WALLS & CEILING TYPICAL WALL CONSTRUCTION 16" TJI JOISTS 360 SERIES CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX SUBFLOOR W/ M N4 SOU DOOD 8"X8" COLUMN TYPICAL WALL CONSTRUCTION PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16' O.C. INSULATION WRAPPED IN 1"X1o" CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX R-21 INSULATION j AZEK (TYPICAL) PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 3 CAR LAUNDRY LINEN BEDROOM R-21 INSULATION GARAGE CLOSET TYPICAL FLOOR CONSTRUCTION ONE 14" TJI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 2"x6" ACQ SILL PLATE 2"X10" ACQ LAG BOLT TO DR @ TERMITE SHIELD, SILL SEALER, 4" POURED CONCRETE SLAB 5/8" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER F 026"-0" O.C. 2"x10" ACQ JST. O 16" O.C. W GRADE EL. 8'-0's UNE OF PROPOSED POOL 2ERMI ACID SILL PLATE CRAWL SPACE COMPACTED FILL 4" TJI JOISTS 360 SERIES GRAVEL DRAINAGE TERMITE SHIELD, SILL SEALER, O 16" OC. W/ 3/4" PLYWOOD UNDER DECK 5/8" DIA. ANCHOR BOLTS o 8" POURED CONCRETE FOUNDATION SLAB ELEVATION 5'-0 SUBFLOOR R-21 INSULATION DECK SKIRT TO BE VENTILATED WALL ON 8"X16" POURED 8" P.C. FOUNDATION WALL WITH #6 BARS 026"-0" O.C. i 8"x16" SMART VENTS HORIZONTAL SLATING 0 28" O.C. VERTICAL & '� 4" POURED CONCRETE SLAB USE MODEL # 1540-52 I , f y CONCRETE FOOTING 200 SFT OF COVERAGE L1J #6 BARS 36"OC HORIZONTAL 4 MILL VAPOR BARRIER PER VENT ON 8"X16" POURED CONCRETE FOOTING O > ((��//LL- GRADE O W/(2) #6 BARS CONTINUOUS ° ° BASED ON NYS CODE R408.7 0 (3) 2"X10" ACQ. GIRDER N FOR BUILDINGS LOCATED IN FLOOD z W LL HAZARD AREAS: I m " ('s -THE FINISHED GROUND LEVEL OF 12 SONG TUBE ON M Q CROSS SECTION 3 THE UNDER FLOOR SPACE SHALL BE 19"X SONG" FOOTINGS S CROSS SECTION 1 EQUAL TO OR HIGHER THAN THE " OUTSIDE FINISHED GROUND LEVEL ON MIN 36 BELOW GRADE 3 SCALE: 1/4" = 1'-0 AT LEAST ONE SIDE. (MUST BE VIRGIN SOIL)SCALE: 1/4" W SEE FOUNDATION PLAN FOR THE L= 1"-0" LOCATION OF FLOOD VENTS. > I 0 oz W z Lv OOD FRAMED UW 12 RIDGE CH MNEYEER WITH STONE o � 76 COLA I � o COLLAR TIES -I-,o1 ® 32" O.C. Q RIDGE 12 ,2 N 1212 CEDAR ROOF SHINGLES 111212 �4.-�,p�11 TO BE SELECTED BY S TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION OWNER UNFINISHED ®,s ROOFING PER SELECTION OF OWNER ?' ROOFING PER SELECTION OF OWNER ATTIC oc Q OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. HEADER HEADE 'I'i OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. a • w 1 2 Fj 0,, 1 2 r a 2 X10 ROOF RAFTERS 0 16 O.C. 6 R ® � / \ R,p ® 6 2 X10 ROOF RAFTERS 0 16" O.C. TYPICAL CEILING CONSTRUCTIO 2"X1o" CLG. JOIST 0 16" OC. R-49 INSUL. TYPICAL CEILING CONSTRUCTIO X10" CLG. JOIST ® 16" OC. R-49 INSUL. 2" X 10" CEILING JOISTS 0 16" O.C. 2" X 10" CEILING JOISTS O 16' O.C. / L%" SHEET ROCK \ W/ R-49 BATT. INSULATION W/ R-49 BATT. INSULATION / WALLS AND CEILING \ TYPICAL WALL CONSTRUCTION / � po RAFTERSRN°FRDN o RAFTERS TERSRNOFRON� \ TYPICAL WALL CONSTRUCTION HALL BATHROOM BEDROOM 3 CEDAR PERFEC11ON SHINGLES TYVEK HOUSE WRAP 1/2" CD X 12O REC ROOM 00 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR SIDING TO BE °' PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. SELECTED BY OWNER R-21 INSULATION o R-21 INSULATION I 12 6 TYPICAL FLOOR CONSTRUCTIONN INE OF WALL BEHIND TYPICAL FLOOR CONSTRUCTION 6 RR 12 Q6 7/8 14" TJI FLOOR JOISTS 0 16"O.C. 16" TJI dasTs 560 SERIES ® 16" OC. 14" TJI FLOOR JOISTS 0 16"0.C. z 16" TJI msTs 560 SERIES ® 16" OC. Charles M . Thomas W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 3) 11 j" ML HDR 3¢" SHEET ROCK » 1 HR. RATED " WALLS AND CEILING 5 " X 18" PARALLAM HEADER- 3) 11 ML HDR 5/8 TYPE X SHEETROCK �, 5 X 11 PARALLAM HEADER D a r C h I t e C t WALLS & CEILING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X LIVING s PROJECT FRONT o ROOM PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. 3 CAR PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. R-21 INSULATION t°GARAGE R-21 INSULATION PORCH 8"X8" COLUMN WRAPPED IN 1"X10" DECK TYPICAL FLOOR CONSTRUCTION AZEK (TYPICAL) INE OF WALL BEHIND 14" TJI FLOOR JOISTS 0 16"O.C. 2"x6" ACQ SILL PLATE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION BLUE STON 2"X10" ACQ LEDGER TERMITE SHIELD, SILL SEALER, 4" POURED CONCRETE SLAB LAG BOLT TO BOX 5/8" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER _ T7 CROSS SECTION @26"-0" O.C. �— — — - 2"x10 ACQ JST. O 16 O.C. UNE OF PROPOSED POOL 1=III—I I'-1 2"x6" ACQ SILL PLATE CRAWL SPACE COMPACTED FILL A^T do Fll1ED = 14" TJI JOISTS 360 SERIES -III— TERMITE SHIELD, SILL SEALER, w r =I s/8" DIA. ANCHOR BOLTS SLAB ELEVATION 5'-0" O 16 OC. W/ 3/4 PLYWO 8" POURED CONCRETE FOUNDATION -III 026"-0" O.C. j SUBFLOOR R-21 INSULATION DECK SKIRT TO BE VENTILATED WALL ON 8"X16" POURED " "� 4" POURED CONCRETE SLAB 8"x16" SMART VENTS GRAVEL DRAINAGE UNDER DECK HORIZONTAL SLATING CONCRETE FOOTING 8 POURED CONCRETE 4 MILL VAPOR BARRIER USE MODEL # 1540-520 FOUNDATION WALL ON 200 SFT OF COVERAGE DATE 5/15/23 8 X16" POURED CONCRETE — — — — ADE EL - PROJECT No. FOOTING ° BASED ON NYS CODE R408.7 a a DRAVANG BY. CMT -` — — 8" P.C. FOUNDATION WALL WITH #6 BARS FOR BUILDINGS LOCATED IN FLOOD z (3) 2 X10 ACQ. GIRDER = CHK BY. 28" O.C. VERTICAL & HAZARD AREAS: I " o z �� -THE FINISHED GROUND LEVEL OF 12 SONO TUBE ON I DWG No. CROSS SECTION 2 s CROSS SECTION 3 #6 BARS 36 OC HORIZONTAL EQUALNTORORLHIO HER THAN THE BE ('s ° 24"x24"x12" FOOTINGS ON 8 X16 POURED CONCRETE FOOTING OUTSIDE FINISHED GROUND LEVEL ON MIN 36" BELOW GRADE W/(2) #6 BARS CONTINUOUS AT LEAST ONE SIDE. (MUST BE VIRGIN SOIL) 2 SCALE: 1/4" = 1'-0"' 3 SCALE: 1/4') = 1"-0"" - SEE FOUNDATION PLAN FOR THE 7 OF 7 LOCATION OF FLOOD VENTS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHCLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.