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48486-Z
of soup, Town of Southold P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45685 Date: 10/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2295 Bay Shore Rd Greenport, NY 11944 Sec/Block/Lot: 53.-4-15 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/12/2022 Pursuant to which Building Permit No. 48486 and dated: 11/15/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch, two roof decks, rear deck with in ground swimming pool addition as applied for per ZBA#7429, dated 12/22/2020 and ZBA De Minimus dated 11/14/2022. The certificate is issued to: Paul Wachter Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1856 6/13/2024 ELECTRICAL CERTIFICATE: 48486 08/26/2024 PLUMBERS CERTIFICATION: Brad Piecuch 06/21/2024 Q�,L' r%wk — to i d ignature O�gUfFQ��� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 48486 Date: 11/15/2022 Permission is hereby granted to: Wachter, Paul 291 S Healy Ave Scarsdale, NY 10583 To: demolish existing dwelling and construct a single-family dwelling with a swimming pool addition as applied for per SCHD, DEC, Trustees &ZBA approvals. At premises located at: 2295 Bay Shore Rd., Greenport SCTM #473889 Sec/Block/Lot# 53.4-15 Pursuant to application dated 8/12/2022 and approved by the Building Inspector. To expire on 511612024. Fees: DEMOLITION $670.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,21.1.60 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: $3,182.40 Building Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ Jamesh(a)-southoldtownny.gov Southold,NY l 1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Wachter Address: 2295 Bayshore Road city:Greenport st: New York zip: 11944 Building Permit#: 48486 Section: 53 Block: 4 Lot: _ 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 65 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 6 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 68 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches 50 4'LED Exit Fixtures Sump Pump 1 Other Equipment: 1 double wall oven, 1 fridge,1 dishwasher,1 microwave,1 washer,1 cook top, 1 hood 1 ev charger outlet, 1 gas heater, 1 240v pool pump 1 auto cover with switch, 1 100 wat transformer Notes: 1 low voltage pool lights 1 pentair pool panel and control Inspector Signature: A..A j jdapr Date: August 26, 2024 2295 bayshore rd _own Half Annex y►� �y %T ! p q e 1631)765-18 54375 Main Road ice_0.Sox 1179 . 02 Southold,NY 11971-0959 A Ilk . 1 • BUILDING DEPARTMENT TOM OF SOUTHOLD TO';,'-" CERTIFICATION Pate: -ZIA Building Permit No. Owner: _ -�� (please print) Plumber:a� -- ?_ 1 e C q-C✓6 - ----- (Please print) I certify that the solder used in the water supply system contains less than 2110 of I%lead. r (Plumbers Signature) Sworn to before me this a day of Ya-n f° ; 20�-. s Notarq Public, + all.,* County SfJS�AN A.R72o Nota iy Public,State of Newyork No.01R1S183459 Qualified in Suffolk County Comailssion Expires March 17,2MAT 6� hoy��OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courm N�' 631-765-1802 INSPECTION [ FOUNDATION 1ST /_VD [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL RE MA KS: `( ` ./ =r DATE 10 INSPECTOR pE SOUTyo� . TOWN OF SOUTHOLD BUILDING DEPT. �yco 631.765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n� loca�i�o �uvv ra viV rip►/ DATE ! 1)@ OF SO(/lho6 TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ 4R UGH 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: leougAllu Al m, &ISsone- 14zz o r k. OLL DATE �-�� a INSPECTOR # # TOWN OF SOUTHOLD BUILDING EP�"T. CPU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Pi INSPECTOR OF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: �� aO A x SNN DATE t34 ,710Y INSPECTOR hO�a0ES0Uly0� # # TOWN OF SOUTHOLD BUILDING DOT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t DATE � INSPECTOR pF SOUlyO`o # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [kj ELECTRICAL (FINAL) [ ] CODE VIOLATION n / [ ] PRE C/O [ ] RENTAL t REMARKS: jO�0 MA WQ, OJI -f'00"" DATE INSPECTOR gso qpg(o OV q F h O # # TOWN OF SOUTHOLD BUI DING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [xf ELECTRICAL (FINAL) r [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w6L,5 ,elr wtrc.ra ArC—Z DATE "�" INSPECTOR oF souryO�o # # TOWN' OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST./.REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] SULATION/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: L1� l ti �'�C��.✓ ts"' �P�VI��Cy��'1 "NeL, 16A - LfYA. AD hv6k� 0�! &ivh �i�A 4� N A (P QAft4 ✓L &4A- s� F DATE It INSPECTOR So�r ����c� �a�5 , swre * # TOWN OF SOUTHOLD. BUILD NG DEPT. 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) 4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE ��'� INSPECTOR o�aOF S0!/lyO ����6 a a(7� ecly * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION '1ST/ 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: (�tL'S� DATE �'13�a� INSPECTOR 4 *y t Wach - r R , t - e=s= aenTc� 2295 Bay Sho a R --, -- - -rrYPiC-AL ROOF CON—S-r. --, Greenport, NY 1 -��1�;9�44 J4-�_ D_ `_ • GsPN.®LT ROOF SNIPrI LES - INN r='Ir I ' 12 =AN=UA L=J;�S -��CA �CU�L�ATI=ON=S f ;--- i I- . I j �-�-=-1--�-T ��-`'-' i .r_i , ;� Prepared' By,:_F,666ndo_Recin:os,i,_Il�ob_T _tle._,D-r_af_tsman_�' �_1 Signature:=� ;bite:-July_ S.-..202'4-A - - Y _ �jy, I I ' -; -- _ ,v,� ___-� _ �-_r• I ;' i_I v.i.t =-.f"__..-_�.�_�tL':.-�.j_ I _'1=,,. I _ �.__L:!_ ,- _� ,_•._s_t l EC-xRIG-`?c5. _t�i;_,_.!- T —r I � TI•�2 i i 1 T-- I •� I � � I '� -�- �y - I j i -T- - -r-- , r ;__ � -I-'=�1 -� j�'.i_'_1. 1�,---•T - - _i 1 Ili- I{.� r I�i� �------ ----------- - ----- -- f F:z o Lfc 47 12 NI D F L FR.. t- '- -- -- --- - — - — -- --sue- :.L_ ---1- I -- -' �--.-_-�-r_- ----- „ I i T i I • I I .__�__.. •.- �__�__:_tee_ x .r',:.—: -.--_-_._--___ �__ —_c_ _ ____ ____ r..-_ .__ _--_ __ ___-z3.1_ ___-_____ t_ __-._ _,___—_ .a _-__-__ -: _rc__ :-_ I_.. I , • i � I i." I LL _-I—I .�1_ 1_c is♦__-1=.,_'__ L-_tr_�'- __I_;d==1�1_ --�— _-- LI I ' i' I t I I I I I I II _I t 44 {p II l f I I ( ' I I -�-1 - - r--•- � - -- - -I_fr.1� - �-- III111", -- - - -i- I I i hA 5 = tJ= - - - lJ E -- - _ _ _ _ _ _ _ I _ i 1 l I I I I 1 1 ! f IY 1 I - 1 .k.. V ij -,i- >�= �-t� .-I __4 i •_A_ ----+ Load Short Form Job: Wachter Res. Hkolb Date: Jul 15,2024 HEATING+COOLl�3ra Entire House By: FIR Kolb Mechanical 11500 Old Sound Ave.,MaRituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db (°F) 92 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) F1 1866 27352 35188 933 933 F2 1220 17508 27598 1067 1067 Entire House 3086 44860 62787 2000 2000 Other equip loads 0 0 Equip. @ 0.95 RSM 59648 Latent cooling 10921 TOTALS I 3086 I 44860 I 70569 I 2000 I 2000 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrightsof 2024-Jul-22 08:47:36 l�v� >,.a.•„�.,..,,.�.�.c..r... Right-Sulte®Universal 2022 22.0.07 RSU10077 Page 1 al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N Load Short Form Jab: Wachter Res. Hkolb Date: Jul 15,2024 HEATING+COOLING F7 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060D3PSB** Cond 4TTR3030N1 AHRI ref 203862604 Coil 4TXCB003DS3+S9X1 B060D3PSB** AHRI ref 209663537 Efficiency 96 AFUE Efficiency 11.7 EER2,13.4 SEER2 Heating input 60000 Btuh Sensible cooling 19600 Btuh Heating output 58000 Btuh Latent cooling 8400 Btuh Temperature rise 57 OF Total cooling 28000 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.027 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1451 19967 24786 681 657 ZONE#2 415 7385 10402 252 276 F1 1866 27352 35188 933 933 Other equip loads 0 0 Equip. @ 0.95 RSM 33429 Latent cooling 5260 TOTALS I 1866 I 27352 I 38689 I 933 I 933 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wright'soft. 2024-Jul-22 08:47:36 �r�. ers•,,.r.-sw4-o� Right-Suite®Universal202222.0.07RSU10077 Page rn+ ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJB Front Door faces: N Load Short Form Job: Wachter Res. Hkolb Date: JulR 15,2024 F2 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (OF) 92 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD (OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060D3PSB** Cond 4TTR3036N1 AHRI ref 203909110 Coil 4TXCB006DS3+S9X1 B060D3PSB** AHRI ref 209664262 Efficiency 96 AFUE Efficiency 11.7 EER2,13.4 SEER2 Heating input 60000 Btuh Sensible cooling 22400 Btuh Heating output 58000 Btuh Latent cooling 9600 Btuh Temperature rise 50 OF Total cooling 32000 Btuh Actual air flow 1067 cfm Actual air flow 1067 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 669 9068 13539 553 523 ZONE#4 551 8440 14060 514 544 F2 1220 17508 27598 1067 1067 Other equip loads 0 0 Equip. @ 0.95. RSM 26219 Latent cooling 5661 TOTALS i 1220 I 17508 i 31880 i 1067 i 1067 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigttit;of - 2024-Jul-22 08:47:36 ►. ,d...,,..a...br—T— Right-Su Re®Universal 2022 22.0.07 RSU10077 Page 3 ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N BuildingAnal Job: Wachter Res. Hkolb Analysis Date: Jul 15,2024 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange (T) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.8 9608 21.4 Glazing 33.2 22350 49.8 Will Iriilba6cri Doors 0 0 0 Ceilings 1.4 2663 5.9 Floors 1.7 717 1.6 Cher Infiltration 3.0 9522 21.2 Ceilings Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 448601 100.01 caving Component Btuh/ftz Btuh %of load Walls 1.3 3363 5.4 Glazing 46.6 31359 49.9 Doors 0 0 0 Ceilings 1.0 1791 2.9 Iriff�Girs Floors 0.5 222 0.4 Infiltration 0.4 1371 2.2 Ducts 0 0 Ventilation 0 0 Gairg Internal gains 24680 39.3 Blower 0 0 Adjustments 0 �Kfiltrm Total 62787 100.0 I� Latent Cooling Load= 10921 Btuh Overall U-value =0.114 Btuh/ftz-°F, Window/Floor Area =21.8% Data entries checked. Bold/Italic values have been manually overAdden wriyhtaRoft` 2024-Jul-2208:47:36 Right-Sufte®Universal 2022 22.0.07 RSU10077 Page 1 ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N Building SI$Anal Job: Wachter Res. Y Date: Jul 15,2024 Hkolb F1 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info(dkolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/I? Btuh %of load Walls 3.8 4930 18.0 WAI Irfilitaficn Glazing 33.3 15176 55.5 Doors 0 0 0 Ceilings 2.0 1317 4.8 Roas Floors 1.7 717 2.6 Infiltration 3.0 5213 19.1 Oe'lings Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 27352 100.01 °�'� • • Component Btuh/ftz Btuh % of load Walls 1.3 1725 4.9 VIA Glazing 45.6 20801 59.1 Doors 0 0 0 lr>�rd Gars Ceilings 1.9 1249 3.5 Floors 0.5 222 0.6 Infiltration 0.4 751 2.1 Ducts 0 0 Ventilation 0 0 ftri�m Internal gains 10440 29.7 Blower 0 0 c�rg G Irgs Adjustments 0 Total 35188 100.0 Latent Cooling Load = 5260 Btuh Overall U-value =0.135 Btuh/ft2-°F, Window/Floor Area =24.5% Data entries checked. Bold/italic values have been manually overridden wrightsoft' 2024-Jul-22 08:47:36 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 ...al'J's\'Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N Building Analysis Job: Wachter Res. Hkolb y Date: Jul 15,2024 F2 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD(T) 58 18 Latitude: 42°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange (T) - 16 ( M ) Method Simplified Mt bulb(T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh % of load Walls 3.8 4679 26.7 Glazing 33.1 7174 41.0 VI Irfiltlalicn Doors 0 0 0 Ceilings 1.1 1346 7.7 Floors 0 0 0 Infiltration 3.0 4309 24.6 Ducts 0 0 Piping 0 0 Oilings Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 175081 100.01 aaire Component Btuh/ft2 Btuh % of load Walls 1.3 1637 5.9 VWI Glazing 48.7 10558 38.3 Doors 0 0 0 Ceilings 0.4 542 2.0 Floors 0 0 0 Infiltration 0.4 621 2.2 Ga>j IrkrrdGin; Ducts 0 0 Ventilation 0 0 Internal gains 14240 51.6 Blower 0 0 Adjustments 0 Total 1 1 275981 100.0 Ilm Latent Cooling Load =5661 Btuh Overall U-value =0.091 Btuh/ft2--'F, Window/Floor Area =17.8% Data entries checked. Bold/italic values have been manually overridden i Wright*43o t' 2024-Jul-2208,47:36 Right-Suite®Universal 2022� 22.0.07 RSU10077 Page 3� 9 al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N HkolbProject Summary Job: Wachter Res. J • s Date: Jul 15,2024 Entire House By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Notes: ------Des-ian Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44860 Btuh Structure 62787 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btph Blower 0 Btuh Piping 0 Btuh Equipment load 44860 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 59648 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 10921 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft� 3086 3086 Equipment latent load 10921 Btuh Volume (fl3) 27774 27774 Air changes/hour 0.32 0.15 Equipment Total Load (Sen+Lat) 70569 Btuh Equiv.AVF (cfm) 150 69 Req.total capacity at 0.70 SHR 7.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` -PW vvr1ght:sgft— 2024-Jul-22 08:47:36 «.,<...-+ Right-Su Re®U niversal 2022 22.0.07 RSU10077 Page 1 ....I'J'slWachter Residence%Wachter Residence.rup Calc=MJ8 Front Door faces: N Project Summary Job: Wachter Res. Hkolb F1 , Byte: FIR 15,2024 HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27352 Btuh Structure 35188 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27352 Btuh Use manufacturer's data n Rate/swin multipplier 0.95 Infiltration Equipmen?sensible load 33429 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5260 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 1866 1866 Equipment latent load 5260 Btuh Volume(ft3) 16794 16794 Air changes/hour 0.29 0.14 Equipment Total Load (Sen+Lat) 38689 Btuh Equiv.AVF (cfm) 82 38 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060D3PSB** Cond 4TTR3030N1 AHRI ref 203862604 Coil 4TXCB003DS3+S9X1 B060D3PSB** AHRI ref 209663537 Efficiency 96 AFUE Efficiency 11.7 EER2,13.4 SEER2 Heating input 60000 Btuh Sensible cooling 19600 Btuh Heating output 58000 Btuh Latent cooling 8400 Btuh Temperature rise 57 OF Total cooling 28000 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.027 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightts431 t'^ 2024-Jul-22 08:47:36 Right-Suite®Universal202222.0.07RSU10077 Paget �i ...al Us\Wachter ResidencelWachter Residence.rup Cale=MJ8 Front Door faces: N Pro e' d SummaryJob: Wachter Res. Hkollb F2 , Byte: FR 15,2024 HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattftuck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17508 Btuh Structure 27598 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17508 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 26219 Btuh Method Sim Latent Cooling Equipment Load Sizing Construction quality verage Fireplaces rage) St cture 5661 Btuh Du is 0 Btuh C tral vent(0 cfm) 0 Btuh H tin Cooling (none) Area(ft2) 1220 1220 qulpment latent load 5661 Btuh Volume (ft3) 10980 10980 Air changes/hour 0.37 0.17 Equipment Total Load (Sen+Lat) 31880 Btuh Equiv.AVF(cfm) 68 31 Req.total capacity at 0.70 SHR 3.1 ton Heating E ipment Summary Cooling Equipment Summary Make Trane �l Make Trane Trade TRANE Trade TRANE Model S9X1B060D3PSB** Cond 4TTR3036N1 AHRI ref 203909110 Coil 4TXCB006DS3+S9X1 B060D3PSB** AHRI ref 209664262 Efficiency 96 AFUE Efficiency 11.7 EER2,13.4 SEER2 Heating input 60000 Btuh Sensible cooling 22400 Btuh Heating output 58000 Btuh Latent cooling 9600 Btuh Temperature rise 50 OF Total cooling 32000 Btuh Actual air flow 1067 cfm Actual air flow 1067 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.83 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -rk- vevrightscWt- 2024-Jul-22 08:47:36 Rig ht-Suite®Universal 2022 22.0.07 RSU10077 Page 3 ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N r ® � � Right-J)WOrksheet Job: Wachter Res. HEATING+COOL ING Entire House Date: Jul 15,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.cwm 1 Room name Entire House F1 2 Exposed wall 358.0 It 196.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 3086.0 ftz 1866.0 ft' T Construction U-value Or HTM Area ft', Load Area ft2 Load Y number (Btuh/ftz-°F (Btuh/ft2) or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.065 'ne 3.77 1:32 531i o 1990 ------- --_ 6 12F Osw - - - -- 4_ -� s- 284 0072 T 375 -- 531 284 1072 375 �/�G tOB w 0 600 ne ' 34.80 24.30 27 664 27" 0 951 664 �--G 1Dc2ow 0570 ne 33.06 44.59 36 .1605 36 0 1190 1605 _._ne-, __33.06-,,_44.59. .-.183 _0_-.__6061 _,-____8175.. __ .183 --_._ 0 6061. _: 8175. 11 12F-Osw 0.065 ne 3.77 1.32 477 368 1389 486 0 0 0 0 L-G 1D-c2ow -- -0.570 _ne,_ 33.06 __44.59-- __,109 0,_,_,___3593-_�__,4845_-"�_ 0_ 0 0__ 0. y '12 ---- V� 330 -- 1419 --'698 i.n_`.',_313 338 1276 446 se,___,, 33.06. 55.09-_ <.:;..313;._.:: _._ _D___r..._419 �E-. _.,.698. V►J 12F-Osw 0.055 se 3.77 1.32 252 240 905 317 0 0 0 0 L_ -G 1 D-c2ow 0.570 se 33.06 55.09 1_2 _0 397 _661 0 0 0_ 0 12F-Osw 0.065 sw '. 3.77 ;. 1.32 -' 531389 V.1467 513 _ 531 389 .' 1467 513 0.6 0.5070- sw_ •,"3,0,6 55.09, __ 118 _ ,`0 _39D1 6501 118--'. 0 901 501 V►J 12F-Osw 0.065 sw 3.77 1.32 477 405 1527 M 534 0 0 0 0 L__G _1 D-c2ow- 0.570_sw _ 33.06 55.09 72 0 2380 3_967 0_ 0 _0__ 0 12F-Osw -# _ 0.085 nw 3.77 m t.32 �851 296 ' 111 E- 391 J 351 .- �296 T�-1716 ,391' -- - 1D:c2ow_-.w-,._-..-_ -o-570---nw. _. ..33.06',q-_44.59;:_�.,?,:_55_:.v_ '_ :0_;':_. 1818 _.2452_ __55 _.�.. -0 _>_.-.•1818: _ 2952 12F-Osw 0.065 nw 3.77 1.32 252 228 858 300 0 0 0 0 __ ___,..--__..___0.570---nw_.-,__33.106,T-_44.59_----'_ 24_ 0� 804,- _ 1085_-----.__0..____�_U.-..__._,0 C_ 16X30r30w 0.032__r_. ._c.__-.1.10,_.:._ 0.44._r,.._"a1220: 1220_ _-'-1346 m __542. ----.0.-----.--:..0 Cg----- C part ceiling._._.__-__._. -0.035___. _2A4 _- 1-93 -646--- 646_ 1317 1249_T _646 _ .__646_.-_.1317_.____1249 19A,30bswp;_,__=_-', _" _0;034 _ '._- 1.65 ,_ 0.51E `- 433 .,, ,433 :._... .71Z__.._ _.;222--.:,_„ 433 a_:_. 433.- _ .:_7.t7 ,._222 -._-- - - --- _- - -- -- - -- ------ - w--- - -- 6 c)AED excursion 0 1 10. Envelope loss/gain 1 35338 36735 1 1 22139 23998 12 a) Infiltration 9522 1371 5213 751 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 16 3680 8 1840 Appliances/other 21000 0600 Subtotal(lines 6 to 13) 44860 62787 27352 35188 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44860 62787 27352 35188 15 Duct loads 0% 0% 0 0 0% 0% 0 0 1881 Air equir dotal roomI(cfm) I I I 20001 278762000 I I 27933I 3521 35933I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -t .f- rl�lat{ ot1 2024-Jul-2208:47:36 °^ + Right-Suite®Universal 2022 22.0.07 RSU10077 page 1 ...al'J's\Wachter Residence%Wachter Residence.rup Calc=MJ8 Front Door faces: N Right-A) Worksheet Job: Wachter Res. HEko I Entire House Date: Jul 15,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name F2 2 Exposed wall 162.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1220.0 ft2 Ty Construction U-value Or I HTM I Area UP) I Load I Area I Load number (Btuhl'ue f (Btuh/ft2 I or perimeter (ft) I (Btuh) ` or perimeter f Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -, 0--._ -,- - 6 V 12F-Osw 0065 . ne ---3.77 - 1.32 0- -Y-O 0 - 0 --`-- 10B-w 0.600 ne: 34.80 • 24.30 0 0 0 0 1 D-c2ow- 0 570 'ne 33.06 44,59 0 0 0 0 w_ 1D-c2owd:_ ., _..,...- . _.-_0.57.0.v ne,__..,33,08. .- 44.59 .._ ..,.,.__0.-.C.._._: 0 _., 0_.. .,,___0 - •..__ ._;._.._._.o.,___,_.__ -_ __- 11 VP 12F-Osw 0.065 ne 3.77 1.32 477 368 1389 486 --�.1 Dwc2ow --- - - - 0.570 ne-, -33..06. 44.59'_- _,--109.. ,. -0 3593_--4845, 12F-Osw ~0.065 se' 3.77 1`.32 0 0 0. 0 ,1Drc2ow_.a. _._: _..c._0.570__se._ ._..33.06, _55.09 _ ..._. _0._ :_0 k T..-O-_ _ `____0 yL12F-Osw 6.065 se 3.77 1.32 252 240 905 317 �G 1 D-c2ow _ 0.570 se 33.06 _ 55.09 12 0 397 661 --- 12F-Osw - - - -- 0.065:,sw, -3.77 1:32`,..,w_.,0 -, -`.0, 0 0 1 OB-w 0,600 34 80 29.42' 0 0 - 0 0 1 D-c2pw._ _ _._0.570 sw _. 33.06 ..___55.09._-__.r0 .. _---0-_,--._ 0 _0 12F-Osw 0.065 sw 3.77 1.32 477 405 1527 534 1 D-c2ow 0.570 sw 33.06 55.09 72 0 2380 3967 12Fy0sw 0.065, nw 3.77 ---- -----. - --- -- --- _-_-,-_-__.....> -r--- - --_,.-- ----- ------ -- O762ow.-_ _._- __.0.570-_nw_•_...33:06 --44.59.: _.._ ...__0 - _.0--c._.._0 VJJ 12F-Osw 0.065 nw 3.77 1.32 252 228 858 300 _nw.____33.06,----44.59. -°--,24.n ------0--__-__804--- 1085____._.._ _---------.-- _C _: 16X30-30_-_.:,L_. ': ,-�-0.032 -_ 1.10:.-.:. 0:44.;_ 1220__.: :..1220:,,: 134-6-:z_` 542 C------_C part ceiling,...__..__.-._._-Q• ".r____�.2.04 __ 1,93 0 0 0 0 -_. _._ -rt-- _ _.... ------------- - F.•._.,_W. 19A-30bswp°_ _i:.N. ,. _. ;0.034.._.v .;.__;i 1:65-!__.-_0.51:,_,.-.___:_.._6 c._'_:_._;.._: -0;.___ •_.__.,0 =,' .._ _0 _.__ ,._ ' _ . ..-.�•_.W_ e ._�... :-_'.._.�._ 61 c)AED excursion 10 Envelope loss/gain 1 13199 12738 12 a) Infiltration 4309 621 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 8 1840 Appliances/other 12400 Subtotal(lines 6 to 13) 17508 27598 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17508 27598 15 Duct loads 0% 0% 0 0 L I room loadI 1 2Airreqdcf1m) I I 10671 10671 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -l�i- !n in >E caQC" 2024-Jul-22 08:47:36 ��•^ Right-Suite®Universal202222.0.07RSU10077 Page al'J'slWachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N ®k�' Right-M WOrksheet Job: Wachter Res. HEATING4 COOL INv F1 Date: Jul 15,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name F1 ZONE#1 2 Exposed wall 196.0 ft 136.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1451.0 ft 5 Room area 1866.0 ftz 1451.0 ftz Ty Construction U-value Or HTM Area (ft') Load Area (ft2) I Load number (Btuh/fVLF (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 12F-Osw 0.065 ne 3.77 1.32 531 284 1072 375 378 211 797 279 10B-w• 0.600 -ne 34.80, 24.30 27 0 951 -664 - 27 0 951 664 1D-c2ow 0.570 ne 33.06 44.59 ' 36 - - 0 1190 \1605 36 0' 1190 1605 1D-c2owd_-_ -___.__-__ _._0,570..--ne.. --_ _33.06-.._.44.59 _.-_783_ _..0 _____606.1 __._ 8175_.__--_,103 .. ..._.-__0 3416._ . 4608 11 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 _1D-c2ow---- - - - --0.570__ne_. ._..__0.00 -_.-0.00.- ,....---0 - - --0 ----- - ---0------0 --0---- - 0 -----0 51 338 1276 446 117 104 393 138 ID-c2ow_.,_ 0.570,_ae., _..33.06 55.09..:_M._-.13 __..._0__..:..-419 _ -._-_698 .- _13 ... 0_. __.41R -___._698, 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570_ se 0.00 0.00 _ 0 0 0 0 0 0 0 0 ---- - - --•-..- ----- ---1 - -78--------2 - -- - �_. - - __ 12F-Osw--_,- ' ---0.065 ,sw - 3.77 -. -1.32 - 531 389 1467 S73 378 264 995 348 yJ 12F IL--G 0.570 sw 34:80 29.42 24_ 0 835 706 � 24� 0 835 706 w 0.600 sw, _-_33A6 _--55;09__._._._T118 -_-0...__ '3901 ..______6501 .___.. - _.90...--- 0 _-_ ._2975 ..._----4958 V�! 12F-Osw 0.065 sw \ 0.00 0.06 0 0 0 0 0 0 0 0 t-G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 � 12F-Osw 0.065 nw •3.77 1.32 351 296 111E 391 351 296 1116 391 .1 D:c2ow_.__.._ _',.-_ _. --_0.570._-nw_ -33.06:__ .44.59_,._ :.--55-.-,: 0.__...._1818 __2452.___._.._.55 ..--.-0 ---__ .1818, _-.2452 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 ,1D_c2ow..-... - - .._._.-0.570_nw--._-- 0.00 -..._0.00 -0 .0-- - ------- Q-...-- ---0 --0 --- 0 -- -0 C__._ _ 16X30-30w.----_ _.,_0.032-_r__._._...0.00 _. -__0.00 .__:._---.:0 __.._.__ ..,0__..____..-0 __ .._ __0_-_._:..__0 .....--.- -0-- -._...._0 C-partceiling,__�- __--- 0.035 -;_.- _2.04-____1.93 646 646 1317 1249 454 -454 925 _877 F -_ .__ 19A:30bswp-__--- _ .-___-,0.034 ...c - -_.-1.65, .:.-0.51 _...._ _433,�. 433 _ 717. ._.__._.222_ .- 313. -_ 313__ 518 ---"1-13 ------------- 6 c)AED excursion 1 01 1 10 Envelope loss/gain 1 22139 23998 1 1 16350 17885 12 j a) Infiltration 5213 751 3617 521 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 6 1380 Appliances/other 8600 5000 Subtotal(lines 6 to 13) 27352 35188 19967 24786 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27352 35188 19967 24786 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 ( I 27I35I I I 19967 I24Airreroomicfm) I I 933 933 681 6571 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -I�Id- wri<gllltgo�t" 2024-Jul-22 08:47:36 Right-Suite®U niv ersal 2022 22.0.07 RSU 10077 Page 3 al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N ®ko I b Right-M WorkSheet Job: Wachter Res. F7 Date: Jul 15,2024 HBATiNG+•COOL ING By: FR - Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#2 2 Exposed wall 60.0 ft 3 Room height 9.0 ft heaUwol 4 Room dimensions 1.0 x 415.0 ft 5 Room area 415.0 ft' T Construction U-value Or HTM Area ftz Load Area Load y number (Btuh/ftZ°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross I N/P/S j Heat I Ccol - 6 -- 12-F--Os w -0-.66--n-e--------- - 1-.32 -- 1-5 3- - - ------- -------- - - ---- - ---- - - 275 96 1013-w 0.600 ne 34.80 24.30 0 0 0 0. 1 D-c2ow 0:570 ne 33.06 44.59 0 0 0 0 _ ID-c2owd._ __.._._ 0.570 . ne.,..____33.06_._-;44.59 _ _=.-_.-,80 .v_--_-0.._. ..2645.__.,._3567,.- 11 yJ 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 L-G 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 12F-Osw 0:065 ,se 3.77 1.32 '234 234 882 309 _.-. _.-.._.0.570 _se,_----._33.06 -___55.09 _.__...-_._.0_._ _.,...-_0 -.0 yJ 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 1___G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 12F-0sirtw 0.065 sw 3.77 1'.32 153„ 125 471' 165 108-w _ 0.600sw 34:80' "29.42 0 0 0 0 _ -1D•c2ow___ 0.570:_sw__.._- 33A6-____55.09'__, _-.,'__28._-:_,__,- 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 1 D-c2ow _0,570 sw 0.00 0.00_ 0 0 0 0 yyJ-J 12F-Osw - -- ----0.065 nw - 3.77 1.32 -0 - - -0- ----0-- --0- - - - - -- - - - -G -1Drc2ow_--- -_---. _ . .._..-_.0.570_nw .--_-_33.06- --__44.59 - 0 __0_ -_---___0_--_-._-.-_0 Y-G12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 1D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 C.----._16X30-30w------_ - --0.032 _. ._ -- -0.00 =-0.00. - 0 = -� --- 0 -0 0.035 2.04 1.93 192 192 391 371 F- 19A,30bswp__._._.:.._ _'____ 0.034---_ -_:_1.65-_,-:_.0.51 .--. ..120_. _120 __.__199 61 c)AED excursion 1 0 Envelope loss/gain 1 5789 6112 12 a) Infiltration 1596 230 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 3600 Subtotal(lines 6 to 13) 7385 10402 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7385 10402 15 Duct loads -0% 0% 0 0 room dl(a I I I 7I 1026Airreqi cfm) 252 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i�i- 2024-Jul-22 08:47:36 r �^ Right-Suite®Universal 2022 22.0.07 RSU10077 Page 4 ...al'J's\Wachter Residence\Wachter Residence.rup Cale=MJ8 Front Door faces: N Right-A WorkSheet Job: Wachter Res. H k®i b Date: Jul 15,2024 N LATING+COOLINII F2 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name F2 ZONE#3 2 Exposed wall 162.0 ft 81.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 669.0 ft 5 Room area 1220.0 ftz 669.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft2) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S j Heat I Cool Gross NIP/S Heat Ccol --- ---- -- - ---- ---- -- -- ---- ---- --- - - ----- ------- ------ --- ---------------- - - --6 6 12F-Osw 0.065 ne 0,00 0.60 0 0 .0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D7c2owd ...__ 0.570._ne_ . .. _0.00- _`0.00 .0.. ._.-0 -- =0 -.. 0.. . - 0- -- -0 --._0. _._ -0 11 12F-Osw 0.065 ne 3.77 1.32 477 368 1389 486 225 167 631 221 1D-c2ow__ --.----m _---- 0.570.-.ne. 33.06----44.59 109 0.___.._3593_-_-4845._.....----•.58---------0 ,-�----1906 --- --2571- \� 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 ' 0 0 0 0 G. 1D�c2ow-..,._.w_-....._ 0.570.-se __._-_'0.00'_..:__,-0.00._._-__.. ...0 ..:..;0...--.-__.0...-- --._0 0 - -------.D._. _ 0 ._. __ 0 Vfl 12F-Osw 0.065 se 3.77 1.32 252 240 905 317 0 0 0 0 �G 1 D-c2ow 0.570 se 33.06 55.09 12 0 397 661 0 0 0 0 1 D-c2ow _-_. - -0.570"sw 0.00 .,. abo -- - 0 0 0 0 p p -- - `T___- 0 0 0 0 0 0 - 0 0 12F-Osw. 0.065 sw 0 10B-w 0.600 0.00, ^.0.00 --- ._s� __ .-_ -_ .__. __-._ .__-0 ---- -. 0 _ 0 0 _ 0- -= 0 VIJ 12F-0sw 0.065 sw 3.77 1.32 477 405 1527 534 252 217 818 286 L� 1 D-c2ow 0.570 sw 33.06 55.09 72 0 2380 3967 35 0 1157 1928 yJ 12F-Osw 0.065 nw 0.00 0.00: 0 0 0 0 0 0 0 0 '.. .G _1 Drc2ow - -__.-0.570._-.nw-.-_--:O.00._-:-0.00 - ---0 0 - _0 _. 0.._..._.-. .0 -._._-_--0- - _0 . ..-.. - .0 12F-Osw 0.065 nw 3.77 1.32 252 228 858 300 252 228 858 300 _-_-- --1D-.c2ow----------------- 0.570---nw-.-.33.06.--44.59 -----------24 ---.. -.---O-----804_-----1085--------.-24----_0.._----804 -1385 C.. _...16X3030w _ .- .__0.032._-,_- .1.10 __-_0.44 :__._1220 ---.- _1220 -_-1346-_. 542 669 -__669 - -738 . _297. _C _- C_part ceiling,, 0_035 0.00 0.00 0 0 0 0 0 0 0 _-_-_ _0 F<.:_ ._.19A-30bswp_.--- _.._0.034,._.c_..-__ 0.00.-1-0.00 . ... .-0 . .___0 -__._0 ._ .._0 61 c)AED excursion 1 01 1 1 1 19 Envelope loss/gain 1 13199 12738 1 1 6913 6708 12 j a) Infiltration 4309 .621 2154 310 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 4 920 Appliances/other 12400 5600 Subtotal(lines 6 to 13) 17508 27598 9068 13539 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17508 27598 9068 13539 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air al requomdload(cfm) I I I 17-5081 1067I 27-5981 1067I I I 90681 553 13523 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " anrrggttitottt^ 2024-Jul-22 08:47:36 •"� ^^ Right-Suite®Universal 2022 22.0.07 RSU10077 Page 5 al Vs\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N kQf Right-M Worksheet Job: Wachter Res. H Date: Jul 16,2024 EATING+COOLINu FZ • By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#4 2 Exposed wall 81.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 551.0 ft 5 Room area 551.0 ftz T Construction U-value Or HTM Area ft' Load Area Load IF y number (Btuh/Wt- F I (Btuh/ft') I or perimeter (ft) I (Stuh) I or perimeter f I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 0.00 . '0.00 0 0 - 0 0 --G 1OB-w OMO ne 0.00 0.00 0 0 0 0 E--G 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 L--�_ - 1D-c2owd'.-----.__.._..-..____._.._0.570._ne_ 0.00 .o.6o . ,..._._.0._..---__-0----__0:__.__.__ 0 _-._.._.. -_. ----.--__ - --- ------- -- ---__ 11 V�1 12F-Osw 0.065 ne 3.77 1.32 252 201 758 265 C 1 D-c2ow 0.570 ne 33.06 44.59 51 0 1686 2274 12F-Osw - 0.065' se. 0.00 --- 0.00 - -- -... - ----.. -- -- ----- -- - -- _ �/ 0 0 0 0 -G 1D-c2ow__ _ _.._F_._. 0.570 _,,se__._-_.O.M__._.0.00.'_. .'.._.0.._ --.,0._..:,:. __0 _0. V�! 12F-Osw 0.065 se 3.77 1.32 252 240 905 317 v��--C 1 D-c2ow 0.5.70 se 33.06 55.09 12 0 397 661 �G 10B-w -____ ._.-._ ------.__._...____._._.._..., .. 0.065 sw 0.00' "" 0.00 0 � 0 0,2F-Osw 0.600 sw, 0,00 0.00 0 0 0 0 1D-c2ow_ -.. _.-.- --_ 0.570 . sw__.._.__0.00 _- 0.00 _._:__...R._.._ _...�._ ..__.__.._-4 V�J 12F-Osw 0.065 sw 3.77 1.32 225 188 709 248 L-G 1D-c2ow 0.570 sw 33.06 55.09 37 0 1223 2038 �1 12F-Osw' 0.065 nw 0.00 0.00 0 0 0 0 �--G _1D-c2ow..__._.____ ._0.570_nw- __ .__0.00,_ _0.00-- 0__.._."..-:0_ `-.----._o--_-- _0 V+1 12F-Osw 0.065 nw, 3.77 1.32 0 0 0 0 ------G 1Dc2ow - -----0.570 -nw-._---33.06 ___-44.59 ---- 0 ___0___0 -----0 ----- -- ------ -- - C16X303 -- 0w_,- _-_ _ _ _..___0.032 _1.1-__=._ _ _ 4____._O.44..:-.__--_551 .--, __.551 _. 608__;____245. C C-part ceiling,- _ 0.035 0.O 0.00 0 0 0 0 - ----- - -- -.. - --- -- --------- - - ------ - ---- .F__ 19A-30bswp____•--___, _____0.03-4.___. ___0.00,_.,•_'0.00___...--.-O T___.__._0_. __._0._- 0 6 c)AED excursion -19 Envelope loss/gain 1 6285 6030 12 a) Infiltration 2154 310 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 6000 Subtotal(lines 6 to 13) 8440 14060 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8440 14060 15 Duct loads -0% 0% 0 0 room load I 84401 140601 Airreqi fm) I I 514 W Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -*- 2024-Jul-22 08:47:36 ^° Right-Suite®Universal 2022 22.0.07 RSU10077 Page 6 al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N `- Basement T, BAS MENT "L 1 + • 1 Y 1 T 1 .r Job#: Wachter Res. Kolb Mechanical Scale: 1 : 98 Performed by FR for: Page 1 Wachter Residence 11500 Old Sound Ave. Right-Suite@ Universal 2022 2295 Bay Shore Road Mattituck,NY 11952 22.0.07 RSU10077 Greenport,NY 11944 Phone:(631)298-5527 2024-Jul-22 08:47:58 info@kolbmechanical.com ResidenceMachter Residence.rup First FI 'ZONE#1 ZONE#2 Job#: Wachter Res. Kolb Mechanical Scale: 1 : 98 Performed by FR for: Page 2 Wachter Residence 11500 Old Sound Ave. RightSuite®Universal 2022 2295 Bay Shore Road Mattituck,NY 11952 22.0.07 RSU 10077 Greenport,NY 11944 Phone:(631)298-5527 2024-Jul-22 08:47:58 info@kolbmechanical.com Residence\Wachter Residence.rup Second FI F"71 ZONE#3 ZONE#4 Ti � i Job#: Wachter Res. Kolb Mechanical Scale: 1 : 98 Performed by FR for: Page 3 Wachter Residence 11500 Old Sound Ave. Right-Suite@ Universal 2022 2295 Bay Shore Road Mattituck,NY 11952 22.0.07 RSU10077 Greenport,NY 11944 Phone:(631)298-5527 2024-Jul-22 08:47:58 info@kolbmechanical.com ResidenceMachter Residence.rup Hkolb Duct System Summary Job: Wachter Res. Date: Jul 15,2024 H ATING+ COOLIPdG F1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.191 /0.109 in H2O 0.191 /0.109 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 933 cfm 933 cfm Total effective length (TEL) 498 ft Su pply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 h 1664 68 66 0.080 5.0 Ox 0 VIFx 40.0 165.0 st3 ZONE#1-A h 1664 68 66 0.080 5.0 Ox 0 VIFx 33.0 175.0 st3 ZONE#1-13 h 1664 68 66 0.080 5.0 Ox 0 VIFx 36.0 165.0 st4 ZONE#1-D h 1664 68 66 0.080 5.0 Ox 0 VIFx 44.0 230.0 st4 ZONE#1-E h 1664 68 66 0.080 5.0 Ox 0 VIFx 48.0 220.0 st4 ZONE#1-F h 1664 68 66 0.080 5.0 Ox 0 VIFx 52.0 265.0 st4 ZONE#1-G h 1664 68 66 0.080 5.0 Ox 0 VIFx 50.0 255.0 st4 ZONE#1-H h 1664 68 66 0.080 5.0 Ox 0 VIFx 39.0 255.0 st4 ZONE#1-1 h 1664 68 66 0.080 5.0 Ox 0 VIFx 27.0 255.0 st4 ZONE#1-J h 1664 68 66 0.080 5.0 Ox 0 VIFx 13.0 175.0 st3 ZONE#1-K h 1664 68 66 0.080 5.0 Ox 0 VIFx 6.0 165.0 st4 ZONE#1-L h 1664 68 66 0.080 5.0 Ox 0 VIFx 15.0 220.0 st4 ZONE#2 c 2601 76 83 0.080 6.0 Ox0 VIFx 52.0 150.0 st3 ZONE#2-A c 2601 76 83 0.080 6.0 Ox 0 VIFx 25.0 160.0 st3 ZONE#2-13 c 2601 76 83 0.080 6.0 Ox 0 VIFx 35.0 140.0 st3 ZONE#2-C c 2601 76 83 0.080 6.0 Ox 0 VIFx 47.0 105.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 507 528 0.080 679 11.3 8 x 14 ShtMetl st4 Peak AVF 613 591 0.080 690 12.0 8 x 16 ShtMetl Boldlitalic values have been manually overridden wrightsof`t® 2024-Jul-22 08:47:37 /n��+tti .yw,•« �.�.., Right-Sufte®Universal 2022 22.0.07 RSU10077 Page 1 ...al'J'slWachter ResidencelWachter Residence.rup Calc=MJ8 Front Door faces: N TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 204 197 100.0 0.080 375 10.0 Ox 0 VIFx rt3 rb7 Ox 0 204 197 177.0 0.080 375 10.0 Ox 0 VIFx rt3 rb8 Ox 0 212 214 128.0 0.080 393 10.0 Ox 0 VIFx rt3 rb9 Ox 0 151 165 181.0 0.080 375 9.0 Ox 0 VIFx rt3 rb10 Ox 0 204 197 88.0 0.080 375 10.0 Ox 0 VIFx rb11 Ox 0 144 148 113.0 0.080 336 9.0 Ox 0 VIFx rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt3 Peak AVF 915 922 0.080 692 14.0 8 x 24 ShtMetl t .•{.� wrightsoft- 2024-Jul-22 08:47:37 Rig ht-Suite®Universal 2022 22.0.07 RSU10077 page2 AM ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N S Hkolb Duct System Summary Job: Wachter Res. Date: Jul 15,2024 F2 By: FR NEATtNG y C00LING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Wachter Residence 2295 Bay Shore Road, Greenport, NY 11944 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.178/0.122 in H2O 0.178/0.122 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1067 cfm 1067 cfm Total effective length(TEL) 316 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#3 h 1295 95 90 0.080 6.0 Ox 0 VIFx 21.0 165.0 st2 ZONE#3-A h 1295 95 90 0.080 6.0 Ox 0 VIFx 31.0 150.0 st2 ZONE#3-13 h 1295 95 90 0.080 6.0 Ox 0 VIFx 33.0 130.0 st2 ZONE#3-C h 1295 95. 90 0.080 6.0 Ox 0 VIFx 24.0 130.0 st2 ZONE#3-D h 1295 95 90 0.080 6.0 Ox 0 VIFx 25.0 140.0 st2 ZONE#3-E h 1295 95 90 0.080 6.0 Ox 0 VIFx 14.0 160.0 st2 ZONE#3-F h 1295 95 90 0.080 6.0 Ox 0 VIFx 8.0 165.0 st1 ZONE#4 c 3517 154 163 0.080 8.0 Ox 0 VIFx 32.0 105.0 st1 ZONE#4-A c 3515 154 163 0.080 8.0 Ox0 VIFx 27.0 160.0 st1 ZONE#4-B c 3515 154 163 0.080 8.0 Ox0 VIFx 18.0 150.0 st1 ZONE#4-C c 3515 154 163 0.080 8.0 Ox 0 VIFx 22.0 140.0 st1 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 712 742 0.080 742 12.9 8 x 18 ShtMetl st2 Peak AVF 568 538 0.080 639 11.7 8 x 16 ShtMetl Bold/italic values have been manually overridden wrightsoft' 2024-Jul-22 08:47:37 r.my.�.., Rig ht-Suite®Unlversal202222.0.07 RSU10077 Page ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR' (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 284 269 83.0 0.080 431 11.0 Ox 0 VIFx rb4 Ox 0 344 343 86.0 0.080 438 12.0 Ox 0 VIFx rt1 rb5 Ox 0 309 326 115.0 0.080 494 11.0 Ox 0 VIFx rt1 rb6 Ox 0 344 343 1 129.0 1 0.080 438 1 12.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 996 1011 0.080 700 14.5 8 x 26 ShtMetl wrightso t^° 2024-Jul-22 08:47:37 ,t�+� Right-Suite®Universal202222.0.07RSU10077 Page I' ...al'J's\Wachter Residence\Wachter Residence.rup Calc=MJS Front Door faces: N NE.W YORK il.r BUILDI-N-G T E C H N O L O-G Y G R O U P Project Site: 2295 Bay Shore Road Greenport, NY 11944 Whole House Mechanical Ventilation-System = What You Need to Know: The NYS building code(11303.4)requires whole anical ventilation in all new homes. New homes are designed to be as air tig s possible in orde o conserve energy. Because of this,it's possible for the home to become stale and unhe when windows and d rs are kept closed for Ion y p g periods of time. The whole house mechanical ventilat' n system is designed to provi a the minimum amount of safe and clean breathing air for occupants du ng those periods.Since the fan s not affe;pted by wind,drafts,or stack effect,the maximum amount of energ ,savings is possible while still ha ng a safe m through the use of mechanical ventilation. Your home is equip d ith clock timers on 2 of t e bathfans.In order o ensure adequate fresh air and ventilation to meet inimum code requirement nstalled timers need to be set to run as noted below. 39 min per hour or 16 hours per day :, ID A U G 2 0 2024 BUILDING DEPT. TOWN OF SOUTHOI" l N.EW Y.ORK mh,kou,p UI,LDING EX N N O,L O G Y, Affidavit Of 2020 NYECCC Compliance Date: 6/26/2024 Inspection Address: 2295 Bay Shore Road,Greenport, NY 11944 This is to Certify that on 6/24/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 2780 Blower Door Test Result: 808. Conditioned Volume: 1 44147 Leakage in ACH50: 1.10 402.4.1.2 2020 ECCC Compliance: PASS 4 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: Exempt Supply R-value: 4.2 lReturn R-value 0 System 2: Attic Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 111.21 JCFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 101 Required: 1 65 IM1507 Compliance I Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 om Baccarella Certification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com ' 4 New York Building Technology Group `� 159 Rt.25A, Bldg. 1 Suite B NEW Y 0 R K (BUILDING Miller Place,NY 11953 G R OTECHNOLOGY u P O L O G Y Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 2295 Bay Shore Road City: Greenport Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Bsmt&Sealed Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 06/24/2024 Outdoors Temp During Test: 77 OF CAZ Depressurization (Note.-Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test? Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System LrimaryiYes x No _Ty.pe Furnace x Boiler Heat Pump Other E ciencvl Fuel Ty,pe2 Venting 7�pel Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) orst Case atura! Rating: 96 AFUE N P X O E N V M S X NA Pa. Pass x Fail Pass x Fail NA PPM NA PPM Primary_Yes x Type: Standard Tank_Indirect_Tankless_ Size:_ a Style Common Vent❑ Water Heater No Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alone � S Venting _2 Draft Spillage Spillagg CO CO Fffic enck fuel peg Pascal (Worst Case (Natural) (worst Case atural EF: 95 N P X O E N M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes x No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel e. N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) !VOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE, If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: /'�+ _ Date: Jun 26, 2024 F lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 i 1 i Y � A EoWE J i Building Department t Town of Southold C mom - Ir ll�0 � a� ! i "FI ter., F.;�r1 Building Department it Town of Southold • ' � i M, ' .• x E k II i• 1 U U L ilding Departme -iown of��ou AUG 1 5 2024 * Building Department Town of Southold �s1W 4 v� ar J - _ J F i♦ � 1 , 1 i00, �► e R s t AUG 1 5 2024 ire 7hi 1 Building Department X Town of Southold a t M u E AUG ? 5 2024 Building Department Town of Southold \ F a5 4 1 i i 1 r : V r; r � r 1 t y1 44 y, .t Building Department Town of Southold 1:t Pam: 1 AIT. . EC2UWE ~� AUG 1 9 2024 Building Department Town of Southold r" ;f AUG 1 9 2n?4 Builr1ing nepriment Town of Southold `ji CUT 13A J A U G 1 9 2024 Bullding Department Town of Southold Y }ra t +r i J AUG 1 9 ?n94 ...... ildina DePa tment ■�� own caf south ld Ll M, r c U AUG 1 9 20?4 Building IDepartrna-nt Town of Southold AF 7 l tit 08 0 e . a - WQ ° - - - - _ l� _ � LO '; aIL 0 a ; UPsv_vTf �A ; 0 - Wya� N �►�E _ �Cl ps. ❑A 'Z. LU a3aa8 N �`1" t '1 c Jill Y = _ a `Aj PD a - _ NF ap ����; `� y .a 1 4 r w6 G . a c A: o k dMPqMM } ui � C) i i1i 11 11 j ff 4,SS V Y W ., _ 3 w v ,,_ 2 ua ee +- Ol LL p - C a Aug PV) o r E m o m CN L A E --- _ co - -v o o V ` co Q� 47 611 "S c a -- y _ N to 0 1 (23 0c2 a y >n� a Er- � - 0 0 d pO �Q v eCyaaQ yC I �dVp - ay v me E Q t a� R CL UW CpEWN'p-' V 4E- x ` — porff _ j 4 _ 2 � him 4t vx�- - "A o _ f- -- —j an rV .- . b " tx "m 21 Ao cry Q �"i�Y ~ O f �+ cn v o � � N ; Co si s.--cs N 04 1 ro elm N O '� Its :111, INOrg �l �� ►r• ��► .� �i ,.l jo 11 ii to fit I Up Iva* r�4Ar2 �- A�rr GFY !O B /`,01Ale ' rlcyq�',N r?AS� 46 a �.I Duct S stern Summary Job: 4026 '{ 'Vwrrigh, S ft' y y Date: 10/08/2021 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-deslgn.com Project Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Heating Cooling External static pressure 0.55 in H2O 0.55 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.120/0.090 in H2O 0.120/0.090 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 352 ft Supply Detail Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining c 1297 47 58 0.060 6.0 OXO ShMt 2.5 100.0 st2 Dining-A c 1297 47 58 0.060 6.0 Ox 0 ShMt 14.5 90.0 st2 Kitchen/sunroom c 1850 58 82 0.060 6.0 Ox 0 ShMt 15.0 100.0 st16 Kitchen/sunroom-A c 1850 58 82 0.060 6.0 Ox0 ShMt 19.5 110.0 st16 Kitchen/sunroom-8 c 1850 58 82 0.060 6.0 OX 0 ShMt 20.0 120.0 st17 Living c 1438 48 64 0.060 6.0 Ox0 ShMt 55.0 90.0 st11 Living-A c 1438 48 64 0.060 6.0 Ox0 ShMt 45.5 70.0 st11 M wic c 540 18 24 0.060 6.0 Ox 0 ShMt 46.0 50.0 SO 3 M bath h 1718 42 41 0.060 6.0 OX 0 ShMt 53.0 70.0 st13 Master bed C 1302 54 58 0.060 6.0 OX 0 ShMt 25.5 30.0 st15 Master bed-A c 1302 54' 58 0.060 6.0 Ox0 ShMt 32.5 50.0 st15 Mech-A h 931 23 1 0.060 6.0 OXO ShMt 8.5 95.0 st2 Mud c 1980 52 88 0.060 6.0 Ox 0 ShMt 34.0 110.0 st17 Pdr h 789 19 18 0.060 6.0 Ox0 ShMt 36.5 100.0 st17 Unfln bsmnt 1 h 1523 37 2 0.060 6.0 Ox 0 ShMt 16.5 115.0 st16 Unfln bsmnt 1-A h 1523 37 2 0.060 6.0 OX 0 ShMt 30.0 115.0 st17 Unfln bsmnt2 h 1260 31 1 0.060 6.0 Ox 0 ShMt 50.5 150.0 st12 Unen bsmnt 3 h 1115 27 1 0.060 6.0 Ox 0 ShMt 49.0 130.0 st14 Unfin bsmnt 3-A h 1115 27 1 0.060 6.0 OX 0 ShMt 28.5 135.0 st14 I 2021-Oct-08 16:16:10 `�" Vtr►JKSr�L!'E'"� �++.- .,,..,..,,.._..._....,... Right-SulteB Universal 2021 21.0.07 RSU12322 Pagel ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st14 Peak AVF 240 197 0.060 433 9.0 10 x 8 ShtMetl st2 st2 Peak AVF 467 430 0.060 600 11.5 8 x 14 ShtMetl st12 Peak AVF 126 129 0.060 291 7.1 8 x 8 ShtMetl st14 st16 Peak AVF 153 167 0.060 375 7.8 8 x 8 ShtMetl st3 st17 Peak AVF 167 190 0.060 428 8.2 8 x 8 ShtMetl st3 st15 Peak AVF 109 116 0.060 332 8.0 0 x 0 ShtMetl st2 st11 Peak AVF 95 128 0.060 367 8.0 0 x 0 ShtMetl st12 st13 Peak AVF 60 65 0.060 186 8.0 0 x 0 ShtMetl st14 st3 Peak AVF 320 357 0.060 536 10.4 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (Cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mat[ Trunk rb6 Ox 0 183 9 128.0 0.060 183 8.1 12.00x12 1 Ox29 SJSp rt4 rb1 Ox 0 221 305 57.5 0.060 244 9.8 6.00x30 10x36 SJSp rt2 rb9 Ox 0 119 164 113.5 0.060 131 7.8 6.00x30 1 Ox36 SJSp rt3 rb7 Ox 0 114 123 144.5 0.060 98 7.0 30.00x6 10x36 SJSp rt4 rb8 Ox 0 150 186 '151.5 0.060 149 8.2 6.00x30 1 Ox36 SJSp rt4 DetailReturn Trunk +. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt4 Peak AVF 447 318 0.060 503 11.3 16 x 8 ShtMetl rt2 rt2 Peak AVF 787 787 0.060 506 14.0 28 x 8 ShtMetl rt3 Peak AVF 119 164 0.060 245 7.8 12 x 8 ShtMetl rt2 2021-Oct-08 16:16:10 �^1. „„,.., .,.e._..... Rig ht-Sulle©universal 202121.0.07 RSU12322 Paget f�+ ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Duct System Summary Date: 10/08/2021 r/Wr.ightSof't�' Upper system By: Dana Morley , Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com r l - R ' For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Heating Cooling 0.54 in H2O 0.54 in H2O External static pressure 0.34 in H2O 0.34 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.138/0.062 in H2O 0.138/0.062 in H2O Supply/return available pressure 0.061 in/100ft 0.061 in/100ft Lowest friction rate 787 cfm 787 cfm Actual air flow 325 ft Total effective length(TEL) Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Trunk In (in) Matl Ln (ft) Ln(ft) Name (Btuh) (cfm) (cfm) FIR (' ) ( ) Bath z c 1496 60 72 0.061 6.0 OX 0 VIFX 10.6 70.0 st1 75.0 st7 Bath 3 c 871 40 42 0.061 6.0 OX 0 VIFX 29.6 34.5 175.0 st Bed 1 h 3263 100 84 0.061 7.0 OX 0 VIFX 70.0 st9 Bed 1-A h 3263 100 84 0.061 7.0 OX 0 VIFX 34.9 190.0 S18 Bed 2 h 3216 99 93 0.061 7.0 Ox 0 VIFx 96.0 St5 Bed 3 c 1816 79 87 0.061 6.0 OX 0 VIFX 12.4 75.0 st4 Bed 3-A c 1816 79 87 0.061 6.0 Ox 0 VIFx 11.0 70.0 stl Bed hall C 1111 48 53 0.061 6.0 OX 0 VIFX Media c 1931 91 93 0.061 6.0 OX 0 VIFX 24'3 115.0 st6A Medla-A C 1931 91 93 0.061 6.0 OX 0 VIbVIFX 16.1 • • • Veloc Diam H x W Duct Trunk Htg Clg Design Material Trunk Name Type (cfm) (cfm) FIR (fpm) (In) (in) 396 8.0 0 x 0 VinIFIX st6A st7 Peak AVF 138 134 0.061 8 0 0 x 0 VinlFlx st7 St8 Peak AVF 99 93 0.061 282 9 0 0 x 0 VinlFlx st6 Peak AVF 229 227 0.061 519 ViniFlx st5 st6A 329 319 0.061 587 10.0 0 x 0 st4 st6 Peak AVF 517 12,0 0 x 0 VinlFlx st5 Peak AVF 399 406 0.061 VinlFlx st1 Peak AVF 479 493 0.061 461 14.0 0 x O VinlFlx st1 st4 9.0 0 x 0 St9 Peak AVF 200 169 0.061 453 SO Peak AVF 787 787 0.061 317 21.0 17 x 21 VinlFlx 2021-Oct-08 16:16:10 Page 3 Rig ht-Suite@ Universal 2021 21.0.07 RSU12322 /ICCf� ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJB Front Door faces:SW L Return Branch Detall'Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 338 303 98.5 0.063 431 12.0 Ox 0 VIFx rt1 rb2 Ox0 159 174 84.0 0.074 651 7.0 Ox 0 VIFx rt1 rb4 Ox 0 108 125 78.5 0.079 636 6.0 Ox 0 VIFx rt1 rb3 Ox 0 182 185 100.5 0.061 530 8.0 Ox 0 VIFx rt1 Return Trunk.Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 787 787 0.061 317 21.0 17 x 21 VinlFlx i�VI 1 �S�Sf►C'L 2021-Oct-0816:16:10 Right-SuiteO Universal 202121.0.07RSU12322 Page ACC-N ...esign PC1Desktop\Design fileslvesta-Wachter.rup Calc=MJ8 Front Door faces:SW Load Short Form .lob: 4026 - - tinrrightsvaft° Date: 1 0/0 812 0 21 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project R * Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Design ■ r Htg Clg Infiltration Outside db (°F) 10 89 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 62 14 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ' r ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Upper system 1218 25669 16426 787 787 Bmnt/main system 3053 32064 17667, 787 787 Entire House 4271 57733 34093 1574 1574 Other equip loads 0 0 Equip. @ 0.94 RSM 31911 Latent cooling 3673 TOTALS 1 4271 57733 35584 1 1574 I 1574 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aj- vvriglit ofv 2021-Oct-0816:20:06 �+��. Right-Suite©Universal 2021 21.0.07 RSU12322 Page 1 JRI�f. ,..esign PC\Desktop\Design fileslVesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Building Analysis Date: 10/08/2021 + wrights(3ft Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 web:www.perfect-home-hvac-design.com For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformanca.com � - • • •RT • Location: Indoor: Heating Cooling Greenport, NY, US Indoor temperature(°F) 72 Design TD(°F) 62 14 Elevation: 10 ft Relative humidity(%) 50 50 Latitude: 41°N Moisture difference(gr/lb) 51.2 35.6 Outdoor: Heating Cooling Dr bulb(°F) 10 89 Infiltration: Simplified Dallyrange Y 15 ( L ) Method p°F) - 74 Construction quality Semi-tight Wet bulb(°F� - 1 (Average) Wind speed(mph) 15.0 7.5 Fireplaces • Component Btuh/ft2 Btuh %of load Walls 3.7 16155 28.0 /Ve-Itilation Glazing 19.8 13888 24.1 Walls Doors 24.2 580 1.0 Dtcts Ceilings 1.6 2460 4.3 Floors 1.2 1893 3.3 Infiltration 2.6 9321 16.1 Ducts 5937 10.3 Piping 0 0 kR , lrfiltr,ticn Humidification 0 0 Ventilation 7499 13.0 Owing Adjustments 0 Ceillrgs Total 5' 100.0 Cther Component Btuh/ft270%/o of load Walls 0.7 9.1 WailsUertilation 25.2 51.8 Ir*�G irs Glazing 0 g Doors 10.8Ceilings 1.3 5•9 Ducts Floors 0 Infiltration 0.2 908 2.7 Ducts 5014 14.7 Ventilation 1645 4.8 Irfiltr2 icn Internal gains 3480 10.2 aaarg Ct�lirrgs Blower 0 0 Adjustments 0 Total 34093 100.0 Latent Cooling Load=3673 Btuh Overall U-value=0.069 Btuh/ftz-°F Data entries checked. 2021-Oct-08 16:20:06 -Fiji- VVrIsli'mr rt- Page 1 Right-Suite®Urilversa12021 21.0.07 RSU12322 ,Zb+ ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Sri. Hl SO> " Component ConstCLICUO11S Date: Dana12021 g Entire House Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-deslgn.com .I + M-11 For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road,Greenport, NY Email:jons@hamptonhomeperformance.com Indoor: Heating Cooling Location: Indoor temperature (T) 72 Greenport, NY, US Design TD (T) 62 14 Elevation: 10 ft Relative humidity(%) 50 50 Latitude: 41°N Moisture difference (grlib) 51.2 35.6 Outdoor: Cooling Dry bulb(T) Heat100g 89g Infiltration: Simplified Dailyrange(°F) - 15 ( L ). Method Semi-tight Wet bulb(T) - 74 Construction quality 1 (Average) Wind speed (mph) 15.0 • 7.5 Fireplaces Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions «2 Btuhm�°F n�°F/Btuh etuhm= Btuh Btuh4P Btuh Walls sum ne 626 0.065 21.0 4.03 2524 1.07 668 12F-Osw:Frm wall,vnl ext,3/8"wood shth,r-21 cav ins,1/2"gyp se 614- 0.065 21.0 4.03 2472 1.07 654 board int fnsh,2"W'wood frm,16"o.c.stud sw 829 0.065 21.0 4.03 3339 1.07 883 G70 0.065 21.0 4.03 1 2699 1.07 714 nw all 2670 0.065 21.0 4.03 11034 1.07 2919 15.0 3.20 1525 0.11 55 15B15-Owc-8:Bg wall,light dry soil,2"x4"wood int frm,concrete wall, ne 477 0.047se 324 0.047 15.0 3.20 1036 0.11 37 r-15'cav ins,8"thk sw 477 0.047 15.0 3.20 1525 0.11, 55 nw 324 0.047 15.0 3.20 1036 0.11 37 all 1602 0.047 15.0 3.20 5121 0.11 183 Partitions (none) Windows 0 19.8 3234 23.5 3830 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap,118"thk: Se 153 0.320 0 19.8 1042 28.9 1520 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap,1/8"thk; sw 170 0.320 0 19.8 3363 28.9 4906 6.67 ft head ht nw 61 0.320 0 19.8 1215 23.5 1439 all 446 0.320 0 19.8 8854 26.2 11695 glass door,2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4" ne 233 0.320 0 19,8 4618 23.5 5470 gap,1/8"thk:glass door,2 glazing,clr low-e outr,air gas,vnl frm mat, nw 21 0.320 0 19.8 417 23.5 493 clr innr,1/4"gap,1/8"thk;6.67 ft head ht all 254 0.320 0 19.8 5034 23.5 5963 Doors sw 24 0.390 0 24.2 580 10.8 258 11 DO:Door,wd so type Ceilings 1526 0.026 38.0 1.61 2460 1.33 2028 16B-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins,1/2" gypsum board int fnsh Floors 1526 0.020 0 1.24 1893 0 0 21A-32t:Bg floor,light dry soil,8'depth 2021-oct-08 16:20:06 Page 1 _ �rCliglr►nsoft Rig ht-Su lteo U niv ersal 20 21 21.0.07 RSU12322 fiCC>�^,.esign PC\Desktop\Design filesWesta-Wachter.rup Calc=MJ8 Front Door faces:SW 2021-Oct-08 16:20:06 btiVYlgiat3DiC' RI ht-Su RSU12322 Paget ACC . ,,,esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Date: 10108/2021 Project Surnmary By; Dana Morley - - wrig"t'so:ft" Entire House Perfect Home Hvac Design 800 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www•perfect-home-hvac-design.com For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Notes: V - Weather: Greenport, NY, US Summer Design Conditions Winter Design Conditions Outside db 89 75 °F 10 °F Outside db 72 °F Inside db 14 °FDesign TD L Inside db 62 °F 50 % Design TD Daily range Relative humidity 36 gr/ib Moisture difference Sensible Cooling Equipment Load Sizing Heating Summary 29079 Btuh 51797 Btuh Structure 5014 Btuh Structure I Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) Central vent(0 cfm) 0 Btuh -0 Btuh Blower Humidification p Btuh n Piping 57733 Btuh Use manufacturer's data 0.94 Equipment load Rate/swing multiplier 31911 Btuh Equipment sensible load Infiltration Equipment Load Sizingui Simplified Latent Cooling E q p Method Semi-tight 2669 Btuh Construction quality 1 (Average) Structure 1004 Btuh Fireplaces Ducts Centrl vent(0 cfm) 0 Btuh Heating Cooling 3673 Btuh 4271 4271 Equipment latent load Area(112) 28015 2�013 Equipment Total Load (Sen+Lat) 35584 Btuh Volume (T) 0,29 capacity at 0.70 SHR 3.8 ton Air changes/hour 137 61 Req,total cap y Equiv.AVF (cfm) Cooling Equipment Summary Heating Equipment Summary n/a Make Trade n/a Make n/a Trade n/a Cond n/a Coil n/a Model n/a AHRI ref. n/a n/a AHRI ref. n/a Efficiency 0 Btuh n/a Sensible cooling 0 Btuh Efficiency 'F Latent cooling 0 Btuh Heating output 0 Heating input 0 Total cooling 0 cfm Temperature rise 0 cfm Actual air flow 0 cfm/Btuh Actual air flow 0 cfm/Btuh Air flow factor 0 in H2O Air flow factor 0 in H2O Static pressure 0 Static pressure n/a Load sensible heat ratio Space thermostat Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:20:06 Page I _ �✓�j�+��� � Rig ht-Suite@Universal202121.0.07 RSU12322 /tGGP ,,.esign PC\Desktop\Design files\Vesta-Wachter.rup calc=MJ8 Front Door faces:SW Job: 4026 I- 1JMlrigh:ih C}it^ AED Assessment Date: 10/08/2021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design,com �Projeot Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling Greenport, NY, US Indoor temperature(°F) 72 75 Elevation: 10 ft Design TD (T) 62 14 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 51.2 35.6 Dry bulb(7) 10 89 Infiltration: Dailyrange(°F) - 15 ( L ) Wet bulb(°F) - 74 Wind speed (mph) 15.0 7.5 Test for Adequate• . Diversity Hourly Gazing Load 2z 2D, 18 16, 14, 12 10, 8 6, 4, 2 0 8 9 10 11 12 13 14 16 16 17 18 19 20 Hir d 4 Hourly /Average i/MY� Maximum hourly glazing load exceeds average by 18.4%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh _141j-V4d6^ICJkYrStfFC^ 2021-Oct-0816:20:06 ,L E ..«w•,-.^,..•---.,«.-.,— Right-Suite@)Universal 202121.0.07 RSU12322 Page 1 ACC:N ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 vurrgt�, f C Right-M Worksheet Date: 1010812021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-deslgn.com Entire House Upper system 1 Room name 537.0 ft 181.0 ft 9.2 ft 2 Exposed wall 9.4 ft 3 Room height 4 Room dimensions 4270.5 ft' 1218.0 ft' 5 Room area Load U-value Or HT Area (ft')' Load Area (fte Btuh Ty Construction Btuh) or perimeter (ft) ( ) number (Btuhlft-"F I (BtuhlfN) or perimeter (ft) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 317 g V�1 12F-OsW 0.065 ne 4.03 1.07 1022 6260 3234 3830 478 340 1543 1827 -G 2 glazing,clr low-e 0.320 ne 19.84 23.50 163 0 4618 5470 70 0 1389 1645 L-G glass door,2 glazin 0.320 ne 19.84 23.50 233 0 0 0 6 r 0.088 ne 3.20 0.11 417 477 1525 55 320 W 15B15-Owc-B O.OG5 se 4.03 1.07 666 614 2472 664 30G 306 12330 0 11 V11 12F-Osw 53 p 1042 1520 0 0 0 0 I-G 2 glazing,clr low-e 0.320 se 19.84 28.94 0 0437 W 15B15-Owc-B 0.088 se 3.20 101 324 324 1036 37 1650 12F-Osw 0.065 sw 4.03 1.07 1022 829 3339 883 492 41p 1637 2388 0.320 sw 19.84 28.94 170 0 3580 4258 830 0 0 0 2 glazing,clr low-e 24 580 258 0 0 11D0 0.390 sw 24.18 10.76 24 477 1525 55 0 0 W 15815-0wc-8 0.088 sw 3.20 0.11 477 670 2699 714 392 372 1499 397 V�f 12F-Osw 0.065 nw 4.03 1.07 761 0 1215 1439 20 0 397 470 l-G 2 glazing,clr low-e 0.320 nw 19.84 23.50 61 0 417 493 0 0 0 0 L-G glass door,2 glazin 0.320 nw, 19.84 23,10 21 0 0 0 W 15B15-Owc-8 0.088 nw 3.21 0.11 324 324 1036 37 C 168-38ad 0.026 1.61 1.33 1526 1626 2460 20280 12180 12180 19600 16100 F 21A-32t 0.020 1.24 0.00 1526 1526 1893 0 0 6 c)AED excursion 12698 9474 34976 23046 Envelope loss/gain 4307 419 9321 908 2727 598 12 a) Infiltration 7499 1645 b) Room ventilation 1380 4 920 13 Internal gains: Occupants cQi 230 6 2100 0 Applianceslother 51797 29079 19733 11412 Subtotal(lines 6 to 13) 0 0 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 19733 11412 Redistribution 51797 29079 14 Subtotal 11% 17% 5937 5014 30% 44% 5937 5014 15 Duct loads 25669 16426 57733 34093 787 787 Total room load 15741 1574 Air required(cfm) Calculations a roved Dv ACCA to meet all requirements of Manual J 8th Ed. 2021-oot-08 16:20:06 Page 1 Rlght-Sulte©Universal202121.0.07RSU12322 ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 rnrr9gfto Bight-J® Worksheet Date: 1010812021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com BmnUmain system 1 Room name 356.0 ft 2 Exposed wall 9.5 ft 3 Room height 4 Room dimensions 3052.5 ft' 5 Room area I I Load Ty Construction U-value Or HTM Area (ft' Area ) Btuh I or perimeter number (Btuhlft2-°F I (Btu hlft') I 0r perimeter (ft) ( ) Heat Cool Gross NIPIS Heat cool Gross NIPIS Heal Cool 6 1�1 12F-Osw 0.065 ne 4.03 3 5'0 530 282 1136 2003 301 IL22 glazing,clr low-e 0.320 ne 19.84 23.50 85 0 3229 3825 glass door,2 glazin 0.320 ne 19.84 23.50 163 0 W g as door. 0.088 ne 3.20 0.11 477 477 1525 55 11 V)I 12F-Osw 0.065 se 4.03 1.07 360 308 1239 328 C 0 1042 1520 2 glazing,clr low 0.320 se 19.84 28.94 53 W 15B15-Owc-8 0.088 se 3.20 0.11 324 324 1036 37 12F-Osw 0.065 sw 4.03 1.07 530 419 1689 447 0 1726 2518 2 glazing,clr low-e 0.320 sw 24.18 10.76 87 580 258 L D 11D0 0.390 sw 24.18 10,76 24 24 W 15815-Owc-B 0.088 sw 3.20 0.11 477 477 1525 317 55 V�I 12F-Osw 0.065 nw 4.03 1.0 Ol7 341 298 1818 969 C 2 glazing,clr low-e 0.320 nw 19.84 23.50 41 0 417 9G9 l-G 0 417 493 glass door,2 glazin 0.320 nw 19.84 23.50 21 W 151315-Owc-8 0.088 nw 3.20 0.11 324 324 1036 37 C 168-38ad 0.026 - 1.61 1.33 308 308 497 410 0.00 152G 1526 1893 0 F 21A-32t 0.020 1.24 0 6 c)AED excursion 22278 13572 Envelope losslgain 5014 488 12 a) Infiltration 4772 1047 b) Room ventilation 230 2 460 ' 13 Internal gains: Occupants o 2100 Appliances/other 32064 17667 Subtotal(lines 6 to 13) 0 0 Less external load 0 0 Less transfer 0 0 Redistribution 32064 17667 14 Subtotal 0% 0% 0 0 15 Duct loads 32064 17667 Total room load 787 787 Air required(cfm) Calculations a roved OV ACCA to meet all re uirements of Manual J 8th Ed. 2021-Oct-0816:20:06 _ -t�.r- weH��►t s..2Y- Page 2 Right-Sulte@ Universal 2021 21.0.07'kSU12322 gyp` ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Loads-for Multiple Orientations Date: 1010812021 wrigh:tsoft Entire House By: Dana Morley Y I_ Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfecL-home-hvae-design.com For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Indoor: Heating Cooling Location: Indoor temperature(°F) 72 75 Greenport, NY, US Design TD (°F) 62 14 Elevation: 10 ft Relative humidity(%) 50 50 Latitude: 41°N Moisture difference(gr/lb) 51.2 35.6 Outdoor: Heating Cooling Dry bulb(°F) 10 89 Infiltration: _ 15 L Dailyrange (°F) ( ) Wet bulb(°F) - 74 Wind speed(mph) '15.0 7.5 Front Door North Northeast East Southeast South �Souttiwest. West Northwest :�v�3;1;91;1', 34778 33064 Sensible Load(Btuh) 27735 35161 37499 32853 26190 ! 3673 3673 Latent Load(Btuh) 3673 3673 3673 3673 3673 ',.'.3673 Total Load (Btuh) 31408 38834 41172 36525 29862 3'5684,. 38451 36736 11 1574 Heating AVF (cfm) 1574 1574 1574 1574 1574 1'S7.4 1574 1574 Cooling AVF (cfm) 1574 1574 1574 1574 1574 1.574' 1574 Building Cirientation Cooling Load 50000 40000- 30000 20000 10000 O N E SE S SW W NW 0rec0cnFrotDzTf-u-- Current Orientation: Front Door faces Southwest Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:20:06 n � glyrr JM�C56 Right-Suite©Universal 2021 21.0,07 RSU12322 Page 1 n-►• �iCA ...eslgn PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:S Job: 4026 Wrigh d A Form - Workshoot A Date: 1010812021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com- Supporting Detail Project Name: Vesta-Wachter Date: 10/08/2021 Address: 2295 Bay Shore Road, Greenport, NY Phone: Job ID: 4026 Worksheet A Location and Design Conditions Weather Location: Greenport, NY, US Elevation= 10 Latitude= 41 Indoor Conditions, Heating: DB= 72°F RH= 50 % Indoor Conditions, Cooling: DB= 75°F RH= 50 % Table 1 Conditions 99% DB= 10 °F 1% DB = 89 °F Grains Difference= 36 gr/ib Daily Range= L HTD 62 °F CTD 14 °F Design Temperature Differences = = Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:20:08 m�. W��2 . Right-Sulte@ Universal 2021 21.0.07 RSU12322 Page 1 sr. ��...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Load Multizone Summary Deport Date: 10/08/2021 vrrrigh So t' By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-511 B Web:www.perfect-home-hvac-design.com Infiltration SUMMarY____ Heating Cooling ZONENAME Volume ACH AVF HTM Volume ACH Afm HTM Btuh/ftz ft3 Cfm Btuh/ftZ ft Bmnt/main system 16789 0.26 74 2.6 16789 0.12 33 0.2 Upper system 11226 0.34 63 2.6 11226 0.15 28 0.2 Entire House 28015 0.29 137 2.6 28015 0.13 61 1 0.2 t y, r ti f ROOM NAME Area Htg load Clg load HtgVF C1gCfAoVF f? Btuh Btuh CA 7077 5551 174 247 391 Kitchen/sunroom Dining 225 3855 2599 95 116 Mud 88 146 2130 1980 52 19 18 Pdr 25 789 395 128 378 3873 2876 95 Living 2603 109 116 Master bed 188 4438 24 74 716 540 18 M WIC 42 41 M bath 100 1718 918 3047 89 75 4 562 Unfin bsmnt 1 27 23 1 Mech 170 931 29 410 1260 31 1 Unfin bsmnt 2 2231 G7 55 3 Unfin bsmnt 3 384 787 • 3053 32069 17667 787 Bmnt/main system 174 5186 3631 159 174 Bed 3 5929 3863 182 185 Media 197 1292 871 40 42 Bath 3 80 53 210 1571 1111 48 Bed hall 1931 99 93 Bed 2 120 3210 0 0 0 Clos 20 0 0 0 hall 30 1949 1496 60 72 Bath 2 84 200 169 262 6527 3522 Bed 1 16426 787 787 Upper system 1218 25669 Entire House �421 57733 34093 1574 1574 p� 2021-Oct-08 16:20:08 Right-Suite©Universal 2021 21.0.07 RSU12322 Pagel lTtili� ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces;SW Job: 4026 wri I7kSf Manual S Compliance Report Date: 10/08/2021 ' g' ' o Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Design Conditions Sensible gain: 17667 Btuh Entering coil DB: 75.0°F Outdoor design DB: 88.6°F g Entering coil WB: 62.5°F Outdoor design WB: 73.5°F Latent gain: 2884 Btuh Indoor design DB: 75.0°F Total gain: 20551 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Model: ASX160241 F+CAPF3636B6D+GMEC960402BNA+TXV Manufacturer: Amana Actual airflow: 787 cfm Sensible capacity: 18880 Btuh 107%of load Latent capacity: 4720 Btuh 164%of load Total capacity: 23600 Btuh 1150/o of load SHR: 80% Design Conditions Outdoor design DB: -10.0°F Heat loss: 32064 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Model: AMEC960402BNA Manufacturer: Amana Actual airflow: 787 cfm Temp. rise: 50 °F Output capacity: 38000 Btuh 1191%of load Meets all requirements of ACCA Manual S. 2021-Oct-08 16:24:35 -C 4rlJi�Dri: CJt'�" Right-SuiteO Universal 2021 21.0.07 RSU12322 Pagel �v� ,,,esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 0 Wtlt'1c�1'126 :�50'�' � � Date: 10108/2021 I" Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Cooling Design Conditions Outdoor design DB: 88.6°F Sensible gain: 16426 Btuh Entering coil DB: . 77.4°F Outdoor design WB: 73.5°F Latent gain: 3451 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 19876 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160241F+CHPF3636B6C+AMVC960403BNA+TXV Actual airflow: 787 cfm Sensible capacity: 19610 Btuh 1191/o of load Latent capacity: 4030 Btuh 1170A of load Total capacity: 23640 Btuh 1190/e of load SHR: 83% HeatingEquipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 25669 Btuh Entering coil DB: 69.5°F Indoor design DB: 72.0°F I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960403ANA Actual airflow: 787 cfm Output capacity: 38000 Btuh 148%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2021-Oct-08 16:24:35 `Ed uu I'ic�lhlSii'tic�" f.:'� .�,. .. Right-SulteO Universal 202121,0.07 RSU12322 Page 2 J M ,,.esign+PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Load Short Form Date: 10/08/2021 wrighitSoft' By: Dana Morley Bmnt/main system Perfect Home Hvac Design ago North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com EFITIV i Htg Cig Infiltration Simplified 10 89 Method Semi-tight Outside db TD (°F) 75 Construction quality 1 (Average) Design Inside (°F) 62 14 Fireplaces - L Daily range 50 50 Inside humidity(%) 36 Moisture difference(gr/lb) 51 COOLING EQUIPMENT HEATING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA HEATING AND AIR CONDITIO... Cond ASX160241F Model AMEC960402BNA Coil CAPF3636B6D+GMEC960402BNA+TXV AHRI ref 7423796 AHRI ref 7367628 Efficiency 13.0 EER, 16 SEER Efficiency 96.1 AFU0000 Sensible cooling 14720 Btuh Heating input 38000 Btuh Latent cooling 3600 Btuh Heating output 38044 'F 23787 Btuh cfm 44 °F Total cooling 787 cfm Temperature rise 787 cfm Actual air flow 0.045 cfm/Btuh Actual air flow 0.025 cfm/Btuh Air flow factor 0.55 in H2O Air flow factor 0,55 in H2O Static pressure 0.86 Static pressure Load sensible heat ratio Space thermostat Clg load Htg AVF Clg AVF( ROOM NAME Area Htg load cfm (ft2) (Btuh) (Btuh) (cfm) ) 5551 174 247 391 7077 2594 95 116 Kitchen/sunroom 225 3855 52 88 Dining 146 2130 1980 19 18 Mud 25 789 395 95 128 2 Pdr 378 3873 2876 109 116 Living 188 4438 18 24 74 Master bed _ 716 540 41 M WIC 1718 918 42 100 89 75 4 M bath 562 3047 23 1 Unfin bsmnt 1 170 931 27 1 1260 29 31 Mech 410 67 55 3 Unfin bsmnt 2 384 2231 Unfin bsmnt 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Oct-08 16:23:20 2021 Page 1 t tlSFR'IJ1iL �t�9 Right-Suite@ Unlversal2021 21.0.07 RSU12322 8 Front Door faces:S ZM5 ...esign Pc\Desktop\Design files\Vesta-Wachter.rup Cale=MJ Bmnt/main system 3053 32064 17667 787 787 Other equip loads 0 0 Equip.@ 0.94 RSM 16536 Latent cooling 2884 TOTALS I 3053 32064 I 19420 I 787 I 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:23:20 Wiw wnr�'7jb1'0.a:a�L " t Right-SulteO U niversal 2021 21.0.07 RSU12322 Page 2 ...esign PC\Desklop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 4026 wright io �'.� Date: 10/08/2021 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Maln Street,Bountiful,UT 84010 Phone:801-300-6118 Web:www.perfect-home-hvac-deslgn.com Project • n For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Design• • • Htg Cig Infiltration Outside db (°F) 10 89 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 62 14 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403ANA Cond ASX160241F AHRI ref 10515342 Coil CHPF3636B6C+AMVC960403BNA+TXV AHRI ref 7362125 Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 18880 Btuh Heating output 38000 Btuh Latent cooling 4720 Btuh Temperature rise 44 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.54 in H2O Static pressure 0.54 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 3 174 5186 3631 159 174 Media .197 5929 3863 182 185 Bath 3 80 1292 871 40 42 Bed hall 210 1571 1111 48 53 Bed 2 162 3216 1931 99 93 clos 20 0 0 0 0 hall 30 0 0 0 0 Bath 2 84 1949 1496 60 72 Bed 262 6527 3522 200 169 Calculations appYoved by ACCA to meet all requirements of Manual J 8th Ed. ` wfiriizjlSd �C►fC" 2021-Oct-0816:23:20 Right-SulteO Universa12021 21.0.07 RSU12322 Page )1CCN,...es1gn PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Upper system 1218 25669 16426 787 787 Other equip loads 0 0 Equip. @ 0.94 RSM 15374 Latent cooling 3451 TOTALS I 1218 I 25669 I 18825 I 787 I 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021.Oct-08 16:23:20 vti Aj' r, ,.,-^., Right-SuIteOO Universal 2021 21.0.07 RSU12322 Page jCGN ,,.esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW wrightsoft., Project SLImmary Job: 4026 Bmnt/main s Stem Date: Dana 2021 Morley Y By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Pro ect Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Notes: Email:jons@hamptonhomeperformance.com •n Information Weather: Greenport, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 89 °F Inside db 72 °F Inside db 75 °F Design TD 62 °F Design TD 14 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling,Equipment Load Sizing Structure 32064 Btuh Structure 17667 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central.vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Pi In Equipment load 32064 Btuh Use manufacturer's data n Rate/swing multiplier 0.94 Infiltration Equipment sensible load 16536 Btuh Method Simplified Construction ualit Latent Cooling Equipment Load Sizing Fireplaces q y Semi-tight P 1 (Average) Structure 2884 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 3053 3053 Equipment latent load 2884 Btuh Volume(ft3) 16789 16789 Air changes/hour 0.26 0.12 Equipment Total Load(Sen+Lat) 19420 Btuh Equiv.AVF(cfm) 74 33 Req,total capacity at 0.80 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA Model AMEC960402BNA Cond ASX160241 F AHRI ref 7423796 Coil CAPF3636B6D+GMEC960402BNA+TXV AHRI ref 7367628 Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 18880 Btuh Heating output 38000 Btuh Latent cooling 4720 Btuh Temperature rise 44 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.55 in H2O Static pressure 0.55 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' - V5rr1�1fAt+sotL�� ---- Right-Suite©Unlversa12021 21.0,07 RSU12322 2021-Oct-0816:23:20 Page 1 esign PC\Desktop\Design filesWesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 Project aSuIllmary Date: 1 010 8120 21 -f 'il5dr.igh:tsoft° Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-6118 Web:www.perfect-home-hvac-deslgn.com Prolect Information For: Wachter Residence, Hampton Home Performance 2295 Bay Shore Road, Greenport, NY Email:jons@hamptonhomeperformance.com Notes: Desian Information Weather: Greenport, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 89 °F Inside db 72 °F Inside db 75 'F Design TD 62 °F Design TD 14 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19733 Btuh Structure 11412 Btuh Ducts 5937 Btuh Ducts 5014 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25669 Btuh Use manufacturer's data n Rate/swing multiplier 0.94 Infiltration Equipment sensible load 15374 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight 2446 Btuh Fireplaces 1 (Average) Structure 1004 Btuh Ducts 0 Btuh Central vent(0 cfm) Heating Cooling (none) Area( 2) 1218 1218 Equipment latent load 3451 Btuh ft Volume (ft) 11226 11226 Air changes/hour 0.34 0.15 Equipment Total Load(Sen+Lat) 18825 Btuh Equiv.AVF(cfm) 63 28 Req.total capacity at 0.80 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403ANA Cond ASX160241 F AHRI ref 10515342 Coil CHPF3636B6C+AMVC960403BNA+TXV AHRI ref 7362125 Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 18880 Btuh Heating output 38000 Btuh Latent cooling 4720 Btuh Btuh Temperature rise 44 °F Total cooling 23 787fm c Actual air flow 787 cfm Actual air flow 87 cfm . Air flow factor 0.031 cfm/Btuh Air flow factor 0 .54 in H2 cfm/Btuh 0 Static pressure 0.54 in H2O Static pressure .54 n H2O Space thermostat Load sensible heat ratio 0:83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:23:20 Right-SuiteO universal 202121.0.07 RSU12322 Page 2 AGG4\ ,,,esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Ri ht-J® Worksheet Job: 4026 - �j[�hf�pfE' g Date: 10/08/2021 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com BmnUmaln system Kitchen/sunroom 1 Room name 356.0 ft 45.5 It 2 Exposed wall 9.5 It 10.0 ft heat/cool 3 Room height 17.0 x 23.0 ft 4 Room dimensions 3052.5 ft' 391.0 fl' 5 Room area Load Area (ft') Load Ty Construction U-value Or HTM Area (ft) Btuh I or perimeter (ft) (Btuh) number (Btuh/fN-°F I (Btuh/ft') I or perimeter (ft) I ( ) Heat Cool Gross N/PIS Heat Cool Gross N/P/s Heal Cool G V� 12F-Osw 0.065 ne 4.03 1.07 530 282 1136 301 170 83 332 88 6 V� C, 2 glazing,clr low-e 0.320 ne 19.84 23.50 85 0 1691 2003 69 0 1364 1616 G glass door,2 ow-e 0.320 ne 19.84 23.50 163 0 3229 3825 19 0 3722 4411 glazIW 15B15-Owe-8 0.088 ne 3.20 0.11 477 477 1239 55 0 0 11 w 12F-Osw 0.065 se 4.03 1.07 360 •308 1239 328 55 28 46 29 �--G 2 glazing,clr low-e 0.320 as 19.84 28.04 53 0 1042 1520 288 00 '460 790 W 15B15-0wc-8 0.088 se 3.20 0.11 324 324 103fi 37 0 0 0 12F-0sw 0.065 sw 4,03 1.07 530 419 1689 518 0 0 0 0 2 glazing,clr low-e 0.320 sw 19.84 28.94 87 0 1580 2518 0 0 0 0 D 11DO 0.390 sw 24.18 10.76 24 24 580 258 0 0 0 0 W 15815-0wc-8 0.088 sw 3.20 0.11 477 477 1525 55 0201 V�f 12F-Osw 0.065 nw, 4.03 1.07 360 298 1200 317 241 180 818 969 -G 2 glazing,clr low-e 0.320 nw 19.84 23.50 41 0 818 969 41 0 0 L-C, 0 0 glass door,2 glazin 0.320 nw 19.84 23.50 21 0 417 493 0 0 0 0 W 15815-Owc-8 0.088 nw 3.20 0.11 324 324 1036 37 0 C 16B-38ad 0.026 1.61 1.33 308 308 497 410 152 1522 2444 208 F 21A-32t 0.020 1.24 0.00 1526 1526 1893 0 0 0 H-4O36 c)AED excursion22278 13572 4548 Envelope loss/gain 5014 488 1165 113 12 a) Infiltration 4772 1047 1364 299 b) Room ventilation 2 460 0 0 13 Internal gains: Occupants @ 230 2100 1200 Appliances/other 32064 17667 7077 5551 Subtotal(lines G to 13) 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32064 17667 7077 5551 14 Subtotal 0/a 0% 0 0 -0% 0% 0 0 15 Duct loads 32064 17667 70771 5551 Total room load 787 787 1 1741 247 Air required(cfm) Calculations approvedd by ACCA to meet all requirements of Manual J 8th Ed. 2021-Ocl-08 16:23:20 Right-Suite©Universal 2021 21.0.07 RSU12322 Page 1 AC'-C�la ...esign PC\Desktop\Design filesWesta-Wachter.rup Calc=MJB Front Door faces:SW Al -wrigEit ��i• Right-JO Worksheet Job: 4026 Bmnt/main system Date: 1 010 8/2 0 21 By: Dana Morley Perfect Home Hvac Design 890 North Mahn Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Dining Mud 2 Exposed wall 25.0 It 19.5 It 3 Room height 10.0 It heal/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 225.0 ft 1.0 x 146.3 it 5 Room area 225.0 ft' 146.3 ft' Ty Construction U-value Or HTM Area (ftT) Load Area (ft') Load number (Btuhlftz'F (Btuh/ft') or perimeter (ft) (B4uh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heal Cool 6 T� 12F-Osw 0.065 ne 4.03 1.07 220 124 Soo 132 0 0 0 0 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 ne 19.84 23.50 96 0 1905 2256 0 0 0 0 W 15815-Owe-8 0.088 ne 3.20 0.11 0 0 0 0 0 0 0 0 11 V" 12F-Osw 0.065 se 4.03 1.07 30 30 121 32 15 15 60 16 2 glazing,clr low-e 0.320 se 19.84 28.94 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 se 3.20 0.11 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 4.03 1.07 0 0 0 0 120 91 365 96 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 0 0 0 30 0 585 854 D 11D0 0.390 sw 24.18 10.76 0 0 0 0 0 0 0 0 W 15815-owc-8 0.088 sw 3.20 0.11 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 4.03 1.07 0 0 0 0 60 39 157 42 2 glazing,clr low-6 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 21 0 417 493 W 151315-0wc-8 0.088 nw 3.20 0.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.61 1.33 5 5 8 7 29 29 46 38 F 21A-32t 0.020 1.24 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -45 1 392 Envelope loss/gain 25331 23821 1 1630 1931 12 a) Infiltration 640 62 499 49 b) Room ventilation 682 150 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appllanceslother 0 0 Subtotal(lines 6 to 13) 3855 2594 2130 1980 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3855 2594 2130 1980 15 Duct loads -0% 0% 0 0 -01/1 0% 0 0 Total room load 31551 2594 21301 1980 Air required(cfm) 95 116 52 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _pa�_ vvwir.��•..c;s.e,•c�r.- 2021-Oct-0816:23:20 ^-•^ ---•----- Right-Suite@ Universal 2021 21.0.07 RSU12322 Page 2 ..esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Job: 4026 vrteghttsoW Right-J® Worksheet Date: 1 010 8/2 0 21 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com Pdr Living 1 Room name 24.0 fl 2 Exposed wall 10.0 it heat/cool 10.0 it heat/cool 3 Room height 10.0 tt 5.0 x 5.0 fl 1.0 x 378.0 ft 4 Room dimensions 25.0 ff' 378.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ft') Load oreaperi(w) (it) I (Btuh) number (Btuh/ft'-"F (Btuh/ft) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 0.065 ne 4.03 1.07 0 0 0 0 0 0 0 0 6 VI1 2 glazing, 0 0 0 0 0 (�---GG 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 ne 19.84 23.50 0 0 p 0 0 0 0 0 W 15B15-Owc-B 0.088 ne 3.20 0.11 0 0 0 0 20 20 81 21 11 VII 12F-Osw 0.065 se 4.03 1.07 0 0 0 0 0 Lam; 2 glazing,clr low-e 0.320 se 19.84 28.94 0 0 0 0 0 0 0 W 15B15-Owc-8 0.088 se 3.20 0.11 0 0 0 0 0 0158 Vtl 12F-Osw 0.065 sw 4.03 1.07 50 43 173 46 228 140 596 810 !L--C 0 139 203 28 0 556 810 2 glazing,clr low-e 0.320 sw 19.84 28.94 7 9 0 24 24 580 258 D 11DO 0,390 sw 24.18 10.76 0 0 0 0 0 W 15B15-Owc B 0.088 sw 3.20 0.11 0 0 0 0 0 �i� 12F-Osw 0.065 nw 4.03 1.07 50 50 200 530 200 20 80 20 I--G 2 glazing,cir low-e 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 LLL��� glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 W 15B15-Owc-8 0.088 nw, 3.20 0.11 0 0 1 2 1 C 16B-38ad 0.026 1.61 1.33 12 12 100 100 0 0 0 0 F 21A-32t 0.020 1.24 0.00 0 0 53 116 G c)AED excursion 533 370 1895 1387 Envelope loss/gain 25G 25 615 GO 12 a) Infiltration 0 0 1364 299 b) Room ventilation 0 0 1 230 13 Internal gains: Occupants @ 230 0 900 Appliances/other 789 395 3873 2876 Subtotal(lines G to 13) 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 789 395 3873 2876 14 Subtotal -0% 0/ 0 0 -00X 0% 0 0 15 Duct loads 7891 3951 I 3873 2876 Total room load I I 19 18 95 128 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:23:20 Right-Suite©Universal2021 21.0.07 RSU12322 Page 3 �� ...esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Ri ht-J® Worksheet Dat 1010 -�-4VI'1g.1'1�$O�' g Date: 10/08/2021 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Master bed M WIC 1 Room name 27.0 n 7.5 it 2 Exposed wall heal/cool 10.0 ft heal/cool 3 Room height 10.0 ft 1.0 x 188.0 ft 1.0 x 73.5 ft 4 Room dimensions 188.0 ft' 73.5 ft' 5 Room area Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load I, Btuh I or perimeter (n) I (Btuh) number (Btuhli`V-'F I (Btuh/ft') or perimeter (ft) ( ) Heat Cool Gross NIP/S Heat Cool Gross I N/P/S Heat Cool 6 VI/ 12F-Osw 0.065 ne 4.03 1.07 140 76 304 00 0 0 O 0 ll-GG 2 glazing,clr low-e 0.320 ne 19.84 23.50 17 0 327 388 0 0 0 0 glass door,2 glazin 0,320 ne 19.84 23.50 48 0 950 1120 0 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 no 3.20 0.11 0 0 0 0 11 VI! 12F-Osw 0.065 se 4.03 1.07 130 119 479 127 0 0 0 O 2 glazing,clr low-e 0.320 se 19.84 28.94 11 0 220 320 0 0 0 0 W 15B15-Owc-8 0.088 se 3.20 0.11 0 12F-Osw 0.065 sw 4.03 1.07 0 0 0 0 64 2 68 326 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 11 0 0 0 O 223 0 0 0 0 0 0 D 11 DO 0.390 sw 24.18 10.76 0 0 0 0 0 0 W 15B15-Owc-8 0.088 sw 3.20 0.11 0 0 0 0 0 12F-Osw 0.065 nw 4.03 1.07 0 0 0 0 0 O 0 0 V�1 0 0 0 0 0 1---G 2 glazing,clr low-e 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 L___G glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 W 15B15-owc-8 0.088 nw 3.20 0.11 0 0 C 16B-38ad 0.026 1.61 1.33 60 60 90 60 20 20 40 30 F 21A-32t 0.020 1.24 0.00 0 -122 91 6 c)AED excursion 2383 2007 524 521 Envelope loss/gain 691 67 192 19 F filtration 1364 299 0 0 oom ventilation 1 230 0 0 l gains: Occupants c 230 0 0 Appllanceslother 4438 2603 716 540 al(lines 6 to 13) 0 0 0 0 xternal load 0 0 0 0 ransfer 0 0 0 0 ribution 4438 2603 71G 540 al 0% 0 0 -0% 0% 00 oads 0 44381 2603 24 I I 716 5 Total room load I I I 109 116 18 24 Air required(cfm) Calculations anproved by ACCA to meet all re uirements of Manual J 8th Ed. 2021-Oct-08 16:23:20 - - Page " r'-- -'� x�- Rlght-Sulte©Universal2021 21.0.07 RSU12322 1�A ...esign PC\Desktop\Deslgn files\Vesta-Wachter.rup Cale=MJ8 Front Door faces:SW wrighzsaft° Right-J@ Worksheet Job: 4026 Bmnt/main system Date: 1 010 8/2 021 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name M bath Unfin bsmnt 1 2 Exposed wall 19.5 ft 75.0 ft 3 Room height 10.0 ft heat/cool 9.0 ft heal/cool 4 Room dimensions 1.0 x 99.5 ft 1.0 x 562.3 It 5 Room area 99.5 ft2 562.3 ft' Ty Construction U-value Or HTM I Area (ft') Load I Area (ft2) Load number (Btuhlft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V_ 12F-Osw 0.065 no 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 ne 19.64 23.50 0 0 0 0 0 0 0 0 W 15B15-0wo-8 0.088 ne 3.20 0.11 0 0 0 0 153 153 489 18 11 VI/ 12F-Osw 0.065 se 4.03 1.07 110 96 388 103 0 0 0 0 O 2 glazing,clr low-e 0.320 as 19.84 28.94 14 0 273 398 0 0 0 0 W 15B15-0wc-8 0.088 se 3.20 0.11 0 0 0 0 63 63 201 7 12F-Osw 0.065 sw 4.03 1.07 85 74 297 79 0 0 0 0 2 glazing,clr low-e 0.320 sw 19.84 28.94 11 0 223 326 0 0 0 0 D 11D0 0.390 sw 24.18 10.76 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 sw 3.20 0.11 0 0 0 0 153 153 489 18 12F-Osw 0.065 nw 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 nw 19.64 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 nw 3.20 . 0.11 0 0 0 0 306 306 978 35 C 166-38ad 0.026 1,61 1.33 23 23 37 31 0 0 0 0 F 21A-32t 0.020 1.24 0.00 0 0 0 0 562 562 697 0 61 c)AED excursion 1 -67 1 1 -6 Envelope loss/gain 1219 869 1 2855 71 12 a) Infiltration 499 49 192 19 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 17181 9181 3047 89 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1718 918 3047 89 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 1718 918 3047 89 Air required(cfm) 42 41 75 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ - ww r•9 I Ve-Z err 2021-Oct-08 16:23:20 Rig ht-Suite@ Universal 2021 21.0.07 RSU 12322 Page 5 ...esign PC1DesktoplDesign files%Vesta-Wachter.rup Colo=MJ8 Front Door faces:SW ,l r� hurs�iit Right-JO Worksheet Job: 4026 Bmnt/main system Date: 10/08/2021 y By: Dana Morley Perfect Horne Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Mech Unfin bsmnt 2 2 Exposed wall 23.0 ft 24.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 20.0 x 8.5 ft 20.0 x 20.5 ft 5 Room area 170.0 f t' 410.0 f t' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load -°F number (Btuh/ft' (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V11 12F-Osw 0.065 ne 4.03 1.07 0 0 0 0 0 0 0 0 I;�C, 2 glazing,clr low-e 0.320 no 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 W 151315-Owc-8 0.088 ne 3.20 0.11 180 180 575 21 0 0 0 0 11 V" 1217-0sw 0.065 se 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 se 19.84 28.94 0 0 0 0 0 0 0 0 W 15B15-Owc-8 0.088 se 3.20 0.11 27 27 86 3 18 18 58 2 12F-Osw 0.065 sw 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 0 O 0 0 0 0 0 D 11D0 0.390 sw 24.18 10.76 0 0 0 0 0 0 0 0 W 151315-0wc-8 0.088 sw 3.20 0.11 0 0 0 0 180 180 575 21 12F-Osw 0.065 nw 4,03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 W 151315-Owc-8 0.088 nw 3.20 0.11 0 0 0 0 18 18 58 2 C 1613-38ad 0.026 1.61 1.33 0 0 0 0 0 0 0 0 F 21A-32t 0,020 1.24 0.00 170 170 211 0 410 410 508 0 1 6 c)AED excursion -2 2 Envelope losslgaln 872 22 1 1199 23 12 j a) Infiltration 59 (3 61 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 931 27 1260 29 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 931 27 1260 29 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load I 931 21 I I 1260I 291 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Oct-08 16:23:20 �• Right-Suite@ Universal 2021 21.0.07 RSU12322 Page 6 esign PC\Desktop\Design files\Vesta-Wachter.rup Cale=MJ8 Front Door faces:SW - 'wfrightsorl Right-J® Worksheet Job: 4026 D Bmnt/main system ate: 10/08/2021 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.coin 1 Room name Unfin bsmnt 3 2 Exposed wall 56.0 ft 3 Room height 9.0 ft heattcool 4 Room dimensions 16.0 x 24.0 ft 5 Room area 384.0 ft' Ty Construction U-value Or I HTM Area (ft') Load I Area Load number (Btuh/fV-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 VllG 12F-0sw 0.065 ne 4.03 1.07 0 0 0 0 G' 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 glass door,2 glazln 0.320 ne 19.84 23.50 0 0 0 0 W 15B16-0wc-8 0.088 ne 3.20 0.11 144 144 460 16 11 V�/ 12F-Osw 0.065 se 4.03 1.07 0 0 0 0 I� 2 glazing,clr low-e 0.320 se 19.84 28.94 0 0 0 0 W 15B15-0wc-8 0.088 se 3.20 0.11 216 216 690 25 V 12F-Osw 0.065 sw 4.03 1,07 0 0 0 0 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 0 0 0 TD 11 DO 0.390 sw 24.18 10.76 0 0 0 0 W 151315-0wc-8 0.088 sw 3.20 0.11 144 144 460 16 1217-0sw 0.065 nw 4.03 1.07 0 0 0 0 2 glazing,cir low-e 0.320 nw 19.84 23.50 0 0 0 0 glass door,2 glazin 0.320 nw 19.84 23.50 0 0 0 0 W 15B15-0wc-8 0.088 nw 3.20 0.11 0 0 0 0 C 1613-38ad 0.026 1.61 1.33 0 0 0 0 F 21A-32t 0.020 1.24 0.00 384 384 476 0 i i 6 c)AED excursion -5 Envelope loss/gain 2087 53 12 a) Infiltration 143 14 b) Room ventilation 0 0 13 Internal gains: Occupants r@ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 2231 67 Less external load 0 0 Less transfer - 0 0 Redistribution 0 0 14 Subtotal 2231 67 15 Duct loads -0% 0% 0 0 Total room load I I 2231 67 Air required(cfm) 55 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A.- vwF+9tj�tit:�ztt:- 2021-Oct-0816:23:20 - - - -- Rig ht-Suite©Universal202121.0.07 RSU12322 Page esign PC\Desktop\Design files\Vesta-Wachter.rup Cale=MJ8 Front Door faces:SW �-wt igFi sere ' Right-SE) 1 Worksheet Job: 0 Upper system Date: 0/08/2021 pp y By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 64010 Phone:801-300-5118 Web:www.perfect-home-hvac-design,com 1 Room name Upper system Bed 3 2 Exposed wall 181.0 ft 29.5 fl 3 Room height 9.2 ft 12.0 ft heat/cool 4 Room dimensions 1.0 x 173.5 ft 5 Room area 1218.0 f t' 173.5 f t' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuhlft'--F I (Btuh/ft') or perimeter (ft) I (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12F-Osw 0.065 ne 4.03 1.07 492 344 1387 367 0 0 0 0 2 glazing,cir low-e 0.320 ne 19.84 23.50 78 0 1543 1827 0 0 0 0 glass door,2 glazin 0,320 ne 19.84 23.50 70 0 1389 1645 0 0 0 0 W 15B15-Owc-B 0.088 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 VII 12F-Osw 0.065 se 4.03 1.07 306 306 1233 326 18 18 73 19 C, 2 glazing,clr low-e 0.320 se 0.00 0.00 0 0 0 0 0 0 0 00 W 15B15-0wc-8 0.088 se 0.00 0.00 0 0 0 0 0 0 0 V)/ 12F-Osw 0.065 sw 4.03 1.07 492 410 1650 437 204 170 686 181 L�C 2 glazing,clr low-e 0.320 sw 19.84 28.94 83 0 1637 2388 34 0 670 977 D 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 151315-Owc-8 0.088 sw 0.00 0.00 0 0 0 0 0 0 0 0 �1 12F-Osw 0.065 nw 4.03 1.07 392 372 1499 397 132 122 492 130 I -G 2 glazing,clr low-e 0.320 nw 19.84 23.50 20 0 397 470 10 0 198 235 I-G glass door,2 glazin 0.320 nw, 0.00 0.00 0 0 0 0 0 0 0 00 W 15815-0wc-8 0.088 nw 0.00 0.00 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.61 1.33 1218 1218 1963 1618 174 174 280 2311 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 282 6 c)AED excursion Envelope loss/gain 12698 9474 2398 2055 12 a) Infiltration 7277 98 598 682 2 150 b) Room ventilation 72 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal(lines G to 13) 19733 11412 3986 2523 F3919306 0 Less external load 0 0 0 Less transfer 0 0 0 Redistribution 19733 11412 2523 14 Subtotal15 Subt tads 30% 44% 5937 5014 30% 44°/ 25669I 16426I I 5186 3631 Total room load I 787 787 159 174 Air required(cfm) Calculations approved by ACCA to meet all requirements of f Manual J 8th Ed. 2021-Oct-08 16:23:20 Right-Suite®Universal 202121.0.07RSU12322 Page A ...esign PC1Desktop\Design files\Vesta-Wachter.rup Colo=MJ8 Front Door faces:SW Ft j wrightsott- Right-M Worksheet Job: 4026 Upper system Date: 1 010 8/2 021 Perfect biome Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Media Bath 3 2 Exposed wall 29.0 ft 11.0 ft 3 Room height 12.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 197.0 ft 8.0 x 10.0 ft 5 Room area 197.0 ft' 80.0 fl' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/fP°'F (Btuh/fN) I or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 VL12F-0sw 0.065 ne 4.03 1.07 204 134 540 143 64 46 185 49 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 18 0 357 423 glass door,2 glazin 0.320 ne 19.84 23.50 70 0 1389 1645 0 0 0 0 W 15B15-0wc-8 0.088 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 V)/ 12F-Osw 0,065 se 4.03 1.07 0 0 0 0 0 0 0 0 C 2 glazing,clr low-e 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W 15815-owc-8 0.088 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 0 0 0 0 0 0 0 D 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 151315-0wc-8 0.088 sw 0.00 0.00 0 0 0 0 0 0 0 0 1217-0sw 0.065 nw 4.03 1.07 144 134 540 143 24 24 97 26 2 glazing,clr low-e 0.320 nw 19.84 23.50 10 0 198 235 0 0 0 0 glass door,2 glazin 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.61 1.33 197 197 318 262 80 80 129 106 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion -210 -20 Envelope loss/gain 1 2985 2217 1 1 768 583 12 a) Infiltration 891 87 225 22 b) Room ventilation 682 150 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 4558 2684 994 605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4558 2684 994 605 15 Duct loads 30% 44% 1371 1179 30% 44%1 299 266 Total room load Air required(c m) I 5182I 3185 I 12400 842 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e°y.r- ensi-,ys+� �re 2021-Oct-0816:23:20 Right-SulteB Universal 202121.0.07RSU12322 Page esign PMDesktop\Deslgn fileslVesta-Wachter.rup Celc=MJ8 Front Door faces:SW wrigh:tso t' Right-JO Worksheet Job: 4026 Upper system Date: 1 0/0 812 0 21 Pe`rFect Home Hvac Design By: Dana Morley 800 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed hall Bed 2 2 Exposed wall 12.5 ft 21.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heallcool 4 Room dimensions 1.0 x 209.8 ft 12.0 x 13.5 fl 5 Room area 209.8 ft' 162.0 ft' Ty Construction U-value Or I HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL12F-0sw 0.065 no 4.03 1.07 0 0 0 0 96 70 282 75 2 glazing,cir low-e 0.320 ne 19.84 23.50 0 0 0 0 26 0 516 611 glass door,2 glazin 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 Vll 12F-Osw 0.065 se 4.03 1.07 0 0 0 0 72 72 290 77 � O 2 glazing,cir low-e 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W 15B15-0wc-6 0.088 se 0.00 0.00 0 0 0 0 0 0 0 0 1217-0sw 0.065 sw 4.03 1.07 64 54 218 58 0 0 0 0 2 glazing,cir low-e 0.320 sw 19.84 28.94 10 0 198 289 0 0 0 0 D 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 151315-Owc-8 0.088 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 4.03 1.07 36 36 145 38 0 0 0 0 2 glazing,cir low-e 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 mw 0.00 0.00 0 0 0 0 0 0 0 0 W 15815-0wc-8 0.088 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 168-38ad 0.026 1.61 1.33 210 210 338 279 162 162 261 215 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 58 -66 Envelope loss/gain 1 899 722 1 1 1349 912 12 a) Infiltration 256 25 430 42 b) Room ventilation 0 0 682 150 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 1155 747 2461 1333 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 52 25 11 8 14 Subtotal 1207 772 2472 1342 15 Duct loads 30% 44% 363 339 30% 44% 744 589 Total room load 1571 I 111 3216 1931 Air required(cfm) 48 53 99 93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Nid- 2021-Oct-08 16:23:20 --- - Right-Suite©Universal 2021 21.0.07 RSU12322 Page 10 esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW -Vorigftt$0 Right-3® Worksheet Job: 4026 Upper system Date: 10/08/2021 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name clos hall 2 Exposed wall 0 ft 1.5 ft 3 Room height 8.0 ft heal/cool 8.0 ft heal/cool 4 Room dimensions 4.5 x 4.5 ft 7.5 x 4.0 ft 5 Room area 20.3 ft' 30.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (fl) I (Btuh) Heat Cool Gross N/P/S Heat Cool' Gross N/P/S Heat Cool 6 VL12F-Osw 0.065 no 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 ne 19.84 23.50 0 0 0 0 0 0 0 0 W 15B15-0wc-8 0.088 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 V" 1217-0sw 0.065 se 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W 15815-0wc-8 0.088 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 4.03 1.07 0 0 0 0 12 12 48 13 2 glazing,clr low-e 0.320 sw 19.84 28.94 0 0 0 0 0 0 0 0 D 11DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 15815-Owc-8 0.088 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 4.03 1.07 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 nw 19.84 23.50 0 0 0 0 0 0 0 0 glass door,2 glazin 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 W 15B15-Owc-8 0.088 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.61 1.33 20 20 33 27 30 30 48 40 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion -2 1 1 -4 Envelope loss/gain 33 25 1 1 9711 49 12 a) Infiltration 0 0 31 3 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 33 25 127 52 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -33 -25 -127 -52 14 Subtotal 0 0 0 0 15 Duct loads 30% 44% 0 01 30% 406 0 0 oad Air requiredal rODM l(c m) I 0 0 I 0 I 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - ►- wr9�nt aYt 2021-Oct-08 16:23:20 -' -- Right-Sulte@ Universal 2021 21.0.07 RSU12322 Page 11 esign PC\Desklop\Design files\Vesta-Wachter.rup Colo=MJ8 Front Door faces:SW f wreght-soft- Right-JO Worksheet Job: 4026 Upper system Date: 10/08/2021 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name 2 Exposed wall Bath 2 3 Room height 19.0 ft Bed 1 4 Room dimensions 8.0 ft heal/cool 57.5 ft8.0 ft heat/cool 5 Room area 84.0 ft212.0 x 7.0 ft 261.5 ft21.0 x 261.5 ft TY Construction U-value Or number (Btuh/ft'-°F I Btuh/ft2 I Area (fte Load I Area (ft') I Load ( ) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S 6 12F-0sw Heat Cool 2 glazing,clr low-e 0.065 ne 4.03 1.07 0 0 0 ���CGG 0.320 ne 19.84 21, p 0 0 128 94 380 100 glass door,2 glazin 0.320 ne 19.84 23,50 0 0 ° 0 34 0 670 793 W 1�815-0wc-8 0.088 ne 0.00 0.00 ° 0 0 0 0 p 11 Vi/ 12F-0sw 0.065 se ° 0 0 0 p 0 0 0 I-.G 2 glazing,clr low-e 4.03 0.00 56 56 226 60 160 0.320 se 0.00 0.00 0 160 645 171 !::2; 1015-owc 8 0.088 se 0.00 0.00 p p 00 0 0 0 0 0 2 glazing,cir low-e 0.320 sw 19.84 28.94 20 7O6 306 81 11 G 97 392 104 0.390 sw 0.00 0.00 387 579 19 0 372 543 W 15B15-0wc-8 0.088 sw 0.00 0 ° 0 0 0 0 0 0 12F-Osw 0.00 0 0 0 0 0 0.065 nw 4.03 1.07 0 ° 0 0 0 0 2 glazing,clr low-e 0.320 nw 19.84 23.50 0 0 0 56 5G 226 60 glass door,2 glazin 0.320 nw 0.00 0.00 ° 0 0 0 0 p W 15B15-Owc-B 0.088 nw 0.00 0.00 0 ° 0 0 0 0 0 0 C 16B-38ad 0.026 0 0 0 0 0 0 ° F 21A-32t 1.61 1,33 84 84 135 112 262 262 0 0.020 0.00 0.00 0 0 0 422 347 6 c)AED excursion 152 Envelope loss/gain -190 1064 983 3105 1928 12 a) Infiltration b) Room ventilation 3899 388 1178 115 150 13 Internal gains; Occupants c(7i 230 0 682 Appllances/other 0 1 230 3) 0 0 Subtotal(lines G to 1 1453 1021 4965 2422 Less external load Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45 18 52 25 15 Duct loads 1498 1040 5017 24 471 Total room load 25 30% 44% 451 457 30% 44% 1509 1075 Air required(cfm) 1949 1496 6527 3522 60 72 200 169 Calculations a roved b ACCA to meet all re uirements of Manual J 8th Ed. Right-Suite©Universal 202121.0.07 RSU12322 2021-Oct-0816:23:20 esign PC\Desktop\Design files\Vesta-Wachter.rup Calc=MJ8 Front Door faces:SW Page 12 1 i • • ' • • COMMENTS mmi FOUNDATION(1ST FOUNDATION (21 iaAA ' . ROUGH . 1 PLUMBING INSULATION PER N.Y. STATE ENERGY CODE _I► I ' ' 1AGew f i LIT M!WWI ADDIT)b&ATCOMMENTS NUA Elm a-. • �1 NA oo.AguFFat,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT w a. Town Hall Annex 543,75 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 76.5-1802 ,.Fax (631) 765-9502 https://www.southo'ldtowM.goy Date Received APPLICATION FOR BUILDIIVG.'P.ERMIT I [� . For Office Use Only AUG .1 ,2 20L2 Ij PERMIT NO. Building Inspector: Z BUILLANU utNI: TON OF SOUTHOLD . Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the'Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. .Date: 2 OWNER(S) F RO,nPERTY/ Name:. _qU��. rrllli7_'7�y�N W_ _ scrM#i000- �l?�.•�_.Tl�. Project Address: - __d� Phone#: G�1, 4(��I ` '�Gj- Emaily� jNWG!_ Mailing Address: CONTACT PERSON:. , Name: _lCl !1 __.A •! __. Mailing Addr ss: o, Phone#: � Z ? Email• i-40 DESIGN PROFESSIONAL INFORMATION: . .Name: Mailing Ad ress:. _A13_0�_'�0_ �.ij ��- Phone#: Email CONTRACTOR INFORMATION: Name: Mailing Address: __ �. o�__o_ ---_— -o�-��.�1�..- _.d_•_�Qx-t4���9'r7•�T�. _�-r.�- 2 Phone#: Email: DESC IPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost-of Project: ❑Other $ 1.Z P DOD. e° Will the lot be re-graded? eYes El No ry Will excess fill be removed from premises? L&Kes El 'No PROPERTY INFORMATION Existing use of property: I Intended use of property: Ifl --___ _. �e, b _ _ f4N Ce _ Zone or use district in which premises is,situated: Are there any cove ants and restrictions with'respect to — — - Q w _ this pro. Yes ONO IF YES, PROVIDE A COPY. ` Rf Check Box After Reading: Theowner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable'as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By-(print name): t c�p 't•-�l. `� i A-:)- Authorized Agent ❑Owner Signature of Applicant: � Dater. r� STATE OF NEW YORK) - SS: COUNTY OF rf t,,C- ). j��IA • MA being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract)abbve'narhed; (S)he,is the A j e�1'T r Crr . (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 perform,ed.in•th.e manner set forth in the application file.therewith BARBAFfA H.TANDY01 Sworn before me this Notary Public;State Of NOW York No. 01 TA6086001- duellfled:ln Suffolk-Cour�y day of '�' ,20 a� ' Commisslon U01 011131#11 Notary Public PROPERTY OWNER:AUTHO.RIZATION (Where the applicant is not the owner) I, residing at I1*o hereby authorize �r.44 AAA. to apply on 7be�a/lft�t o t e T n of Southold Building epartment for approval as'described herein. d Owner's Signature D to WI4Gftk 17u'$APJ Print Owner's Name 2 !r, BOARD MEMBIERS Sggl#olo Tov"Em Fall ® ®�1' .Box 1179 Leslie lKanes Weisman,Chairperson �°� +�® 53095 Main Road P.O ate® Southold,NY 11971-0959 Patricia Acampora Office Location: ;Eric Dantes �;': '�' Town Annex/First Floor, Robert Lehhert,Jr. ��` 54375 Main Road(at Youngs Avenue) Nicholas Planamenw., ���� Southold,NY 11971 http://southoidtovvnny.govr Oliiltl 11O� ,01 ' 3°1A1. RECEIVES :• Selo(63�1)765-1009©Ni a(631i)� 0-9064LN . 0 EC 2 9 2020. FINDING%�ALIMERA IONS AID'11)1111'S II1�dATlt d1d Town Clerk -ZBA PILE:7429 NA3ME OF A]PBLICANT: rkan ._ .�t i i; a�6lia$e�r - `..PROP3�RTY LOCATION: 2295� �gt® e goad9 Ore d9p'oM NY $CTM No!, 1000-53.415 -SEC}31�A I�ETER1VlINATId%: The Zoniliega�oerd of Appeals laas.visited the prapesty,.under consideratiati.Fitt this aliplica4ion end detertnirwes that thisrer►iew'falls�tndert thb Type.n category of the State's List of Action iirlthout• . fiiifihei teps under SJ8QRA. �^r� ;,�1;'200?sta'`g tii�ttl�[s pp'l io3, oni+d,t he S ofolk.�otre&a st or eqll dreet.aaitihSu tf f bit fr o eilrtk SIF O K CO TY ADMuS YVE CODE. This applicat bop" ontyaAdninistra iwa Code:-..Sectio)ts'A.14d14;to2 .e naon 4sis .�iat4 r:for. s h•'pgea- 's tt be no,.sr.i s o ih p iemp n.ot 265,Watei=&ont�ol�sist��icy .• ' r DET1;F:'hM&;T10N: `iis,_applic�tion was.refeared for roview undus C p review-o'f the Town of Southold.'I'ow# Code and„the L.66al Waterfront.lKevitaliz4 ion Nograir, (LWItP)';.]Palicy, . St' idasds. The L' Coordinator isstaed a aeoouirQC®ndation dated Septem6 ,.1S,".2020. ! Med�ixp'bn_°the s - infotrnation,provided on the"ILVMP Consistency Assessment Fenn:suliinitted to this $epattmerit, as.well as tlie`: records available,iiis reeomn kfided that the proposed actiopn,is EXEMPT frotn.Coas4al Consistency Revievst. PROPERTY FACTS�3ESCRIPTIOl�: The subject property is a a' conforming 13,267 sq. ft. parcel located in an-R 40 Zoning District. The property has a 104.56-foot frontage along Bay Shore Road,theft runs'east•for 310.47 feet to the'water at Pipe's Cove,then it runs south along Pipes Cove-for 101.59 feet before returning 254.13`feet back to Bay Shore Road. !be property is improved with an existing.1-story.frame 'residence. All-as shown on survey prepared by Miobael W.Minto,3LSPC,last revised August 4,2020. BASIS OF APPLICATION: Request for Variances from Article XXM, Section 2110-124 ,and the Building Inspector's June'11, 2026, Notice of Disapproval.based on an application for a.permit to demolish an existing single family dwelling and construct a new single family dwelling; at 1) located less than the-code required minimum front yard setback of 40 feet;2)located less than the code required minimum single side yard setback of 15 feet; located at:2295.Bay Shore Road(Adj.to Pipe's Cove)Greenport,NY. SCTM No: 1000-53-4-15. REL][E REQUESTED: The applicant requests a variance to demolish an existing residence and construct a new residence with the proposed side yard setback at 12.3 feet where a 15-foot minimum is required, and a front yard " •setback of 23.2 feet where a'minimum of 40 feet is required. Page 2,December 17,2020 r -#7429,Wachter SCTAR N. 1000-53-4-15 AMENDED.APPI,ICATION: During,the hearing,the applicant was asked to bring,the..plan into more conformity with the code, The applicant on December 4, 2020 submitted a surveys last revised November-10, 2020'bringing the side yard setbaekc:'inW;confotmity with thCzode. .Vith this cli ge;":Ahe'side-y4d etb sack'of=1S-feet will ..conform witIkhe'Codi;'.*hile the.0' 6sed front•yard setback will,now be 28:6 feet ivlic're a i►inii uin bf�40'feet is :required. - ADDITIONAI.,•1NFO PION:'•,'A4 the public heai•i8rga on October,.t,-2020'&c Nowembet•5,i2U20 tcstiro6fiy was taken from_the;applicant's_agent and a'discussion.erisued-about,thepossilii➢ity of teju&al'of.one of thi"variance requests. After the.submiftafof.the redised'plans,;the applicant proposes a solution.that-eliminates,flie side.yard setli'ack variance, bt�t also'decreases the front=yard setback of�e prOjwed st�actiiae. An Innovative Advani ed. - (VA)sanitary systpin is proposed'for the:site. ' The applicant's repre'sentative;,'aesoonding°to the Eoaid's request-for- prior' compatable:ZSA:.relwf'withih the ,subject neight�orltood, subeia tted'numerous.ex=m 16s, .but only two of which gcalifIelief for'front yafd setback; _ #5 7�,I�Tdvembes.6,g003, and#6409,.dated October 7, 2010. This submittal,cf'Octoiier 0;_2420�Riill fie p of, •the record. Ir1NDINGS�O"ACT_R ASONS ZOit BOARD-ACTION. " T71e2oning. oatd of,Appeals held a.pitlilic:heari¢ig on this,tipoft;O*.*1„2020.:&Noveiiihef.,$,:Z��O V ' vbliGh"firm®.vvtWen au ' iral evidence v+r`e a�iresented. Based upon a1.testiisiaKay;�tloctariietitatiri ;:.pe sonal`,;: •.. - _ vaii �surs ridiii ,riei rifcjrhood,,airid;dtiec�vidixrice;,`theUhingiBaui'rc�: i ' mspectdoteiifl �p oileJ' , g; 1 ,. - .•. dita:finy ,,.➢3e� ,�,. -u i<el�'v ��ah. s�'ake���tlae:f� �„ . � a ,.1;,. ri�; •.�,ra .v o?S.• +G_:" :L"r• 41""!�„r'•• :y', 1',z�:, ''• ':` '',Q. •J V - •'rub -n'3 J. �t. d'4" ail' _ • ' :;Ilia-.#�$bt:+'�'`r�`::b.jf=.•R(t�fiSl-�;�ra$e'�'1�l1tl3rit�4Ja b,d.o.1u...�;:.�;aC:4,.�de�'�'1if1?1,.,�ther;;:a. fftel3:,.'. to ei '; .."i 'u•vix':g•,._t '11 ,':xi'r6r t ri s"a1b= ' ct e.nbs ate4" el "-r�� taiedi :Y..ii. .� ,;� :t....• you '1'th P fi?lg.p 1 `, settiiick tlie: �iniei•.:b, ...r6gi ►;; fdt`e in°oainpliarice:vvithi,thtt°riei ti�1c� es. -.A� 'for:46e' tinec➢ed;:.':. ::w ;" eli f less" `Sn' the & d' dffect=mf rricressin `the'8.rsticeJaf.:lid'. ro s' residence .t a 1.ss . oiit:,yar se`tl�aok i;also:has=tl� g� :p °, ". faotiA't>ie w►etldia�ds 4,°�ipes. ove,+ b�Ye stillallovvirig room air 1VA`Saiaafar�s isfetia: . • „r'; 2.i;�®wee l ins►: 26`9-1�(3�(fln Th6 benefit sought by the applicant:cannonbe achieved by some method;--feasible for-,the,applicant to-;pursue, othet than!an area variance, .- , properi}► has a:limited buildable area die tb the proximity tof the-wetlands, and the need for pt op&setbacks,for the 1/A,sanitary system. With=the amended relief, the applicant is bringing the proposed residence more into conformance with the zoning code: 3. Town Lavy'A3267-➢i The variance granted. as Amended herein-for the 20.6 front yard;setback is mathematically substantial,representing a 48.5%relief firom the code. However;due to the-proximity of wetlands towards the rear of the property., and the need for an I/A sanitary system, this proposed amended setback will mitigate the need for additional setback variances on the site. 4. -.Towii Law &267-b(3)M(4). No evidence has been submitted to.suggest that a variance,in this fesidential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The y applicant must comply with Chapter 236•of the Town's Storm Water Management Code and the conditions of this board. 5. Town Law 1i267•b(3)(h)(M. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or:constructive knowledge of the .;:imitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. i " Page 3,December 17,2020 -- #7429,Wachter SCTM N. 1000-53-4-15 6. Town Law -4269-b. Grant.of relief as Amended is the minimum action. ,necessary afid adequate to enable the applicant to enjoy the benefit of new::residence.while presetving a nd-protecting-the character ol:the neighborhood and the•health,safety and.welfare ofthe.communaty -. RESOLUTION ;TB EOARD: In.consideaiiug.-A-orAd above.Abtors!and.;600iying'the-b4lsnciiig;test under.:_ ' New York:Town L,aw-267=%' motion.was.-offd ed-;bey .Mciiilier°Y;eh iba seco d `"by'Nleia�Bef;-Weism ri " • -(Chairperson),and duly cam' 'od,,to �3gi as applied for and -NT 7i'��`.11�1�+.11 1 'AS A,=- QIDi Eb.as sho*n -on,the.,survey pte'aree&by Michael Minto Land'SurveyorJOsst revisdd Navem&i 10 2020: ; SUBJECT TO TIM=FOLLOWING C6Nl5 T$ONs: b. The appBecatng shallunnstzlo an IItnriaovatav6 Ad,V�anc Qll%A)': Gaut �.s�iat�dnn a �pat�etII b�+-the Sauffm6Il� . Cotn� ►YAeIIian�tuu�ent.of@aII81u Sen"c :. _ 2. -The'froan$pmr• h shah renhon�atheffidIIci�ea6.and't si edat�a�: 3. This:appnovaIl shall not. 'deeuni6d;6V460de ugn�'ili.66.re jutnn'e�l cml aIIaB�otns$i��►e 11 emi ae49 gtdl�a ana'nr ,... •:$d-cn BOY then evAth WHR�hata�e tDnna�pj �� II' huDH,aiimgD;v®ea$5' ; ' cy; uBeiissued.TAat the a 's�b a Occpa .• - • clays,• - - _ At2y..deviataon,fwom the survey, sate plan q d/ar i chiteCtur l cawir�gs cited;aia.th#de.cisidyi:ivIIi;,resuli Jet d• �!'"`�ad/oi;,�o pos$ibl�denied by tdae'"�zbildan "De�Zareir't'caf ca•,ba��ldaia,�;�d�It;..a/it$�aypeguf�e;a=iat�v:�ppltcata�iza-.a>7,d�G.,. • g: ... publ8c'hesaririg•beforethe,ZoningBodrd'ol'�•p�iears••• _. .. �.• - • . A� '.devaafron;fro�the,vcariance(s};�gria�ted 3ieredri ids s3iaii!�a'•on'k�e;�chi�eCtsardl�atdings,site:plan"ik/c�p'st�'►'e}!•+`'• • •• . y t i ricatio�i':ivhen ,cited above, such as"alterations,.exteitsiottr; qi� d`2»iolt#,brat,. crr¢ riotuthopazed;.ud8 , It's apP. irtvolving;no�iconformtties undep the ivtrirt code. This_ t t d d6iiitot i�i ftiizwbr_coridaire;any ctei're»t _ . A use, setback,or other•feature of'the subJect propepty mdyvTolate�tl�ioriiiig=Code;:oiDidrthara silc3i'uses,.: %fetbacks.,and other fediured as-are expressly adds ssdd ire bi as txctioya. ;``' The Board reserves the rliht,to substitute a sa filar design that is de mina is ivt nature for aii talteration that does not increase the degree of honconformity. . IPuna•Seuamt.IIo Chapter.280-14 (]E$)._off the•Code of the v6w.m;of Southold any valizace granted by.the Board.1of Appeals,thaIll:becngne nu DI and voices where Ceu ti4Ilcate of bccanIIn�enc�►.$n`as nn®Efi�eena procured,and/or� sanbcIIivisamn nn'agn has n®t lneeffi fiIIed with'the Suntfil"dDflt C�atnitg►+CIlen•�c, vatlgasn'4flattee(3)years front-tIlii c�d$e sua'cDn variance Was granted. The Roanrd of Ap'igals may)cnP01 w rc'M'im-request,pi idr.to,the.date of eapiratnonn, gtgnt an extension not,to exceed three(3)c®hseebtive bot(1)year,tennnas. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Mantes,Lehnert,and]Planamento(5-0). Leslie Kanes Weisman,-Chairperson ( ;N proved for filing/.1- 12020 DRAWN MM CHECKED MM RENSED NOV. 19,2020 EDRAING do JOB NO. 20-1041 RECtWE[D UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 1 SECTION 7209 OF THE NEW YORK STATE pp EDUCATION LAW. DEC 7 2029 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSEFINAL MAP honing hoard Of Appeals TO BE A DVAL D SEALTRUESHALC POT BE CONSIDERED REVIEWED Y ZBA GUARANTEES INDICATED HEREON SHALL RUN ` ONLY TO THE PERSON FOR WHOM THE SURVEY p��. IS PREPARED, AND ON HIS BEHALF TO THE SEE D EC 4 S' TITLE'•^^P�;�d P� LENDING COMPANY. GOVERNMENTAL ELISTED HEREON,AGENCY DATED -�li� TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. HEALTH DEPT APPROVAL STAMP AREA ? S9,, a�1 oAo y� �• THE EXISTENCE OF RIGHTS OF WAY 9�2' F u \\ S Area 29,932 s.f. ANY, NO HOWEN NTS ARE NOTCORO IF `��'°�� ice �� �S GUARANTEED. 9A\` Premises known as: ELEVATIONS REFER TO NAVD 1988. 1�� \ L°/. O� 2295 Bay Shore Road, Greenport FEMA PANEL 36103CO159H EXISTING RESIDENCE AND IMPROVEMENTS 01 ARE TO BE REMOVED AND ARE NOT SHOWN, y`��' ,(�_ �\� N0, spy SEE SHEET 2 FOR EXISTING CONDITIONS. 20 Hole DataONS. ,,b --.4 - ' i O' PROVIDED BY SHAWN BARRON MS Iro �6! ,, \• 10--23--2018 SILTY SAND �. WITH GRAVEL �p��Oo0 ;�� /N� o\1 � L �" \ ` 6.4' SM EL=1.2 ��O� G ,1,0 �e� - - , 1s- WATER IN �aDa\ WITH GRAVEL SM BUFFER 10' WIDE QO�SILTY SAND `� ��h o�� / 60 6.8' \fit `\ ROCK REVETMENT �O�G, q°�� \�� �o �° \+,� WATER IN :o\ `tiM o o�°�°j 9 �.� MIXED SAND 50 WETLANDS �° �+ PROPOSED cp cry t '\ o�,i.,F L�lc`pv WITH GRAVEL SETBACK `o POOL FENCE / ! / O �0� rye• �O\ Gjb` O �`o��O.G J_ SP CLEANOUT 4' IS �ofi���o�o� ye}` y� , �.2r ��l �•�., POOL DRYWELL 100' WETLANDS °° °� 4°ti �:�� N,(f� s) �� PROPOSED SETBACKAIN sb� �a \� 2 8-OX4'_DRYWELL_S l ` �O 1, ✓ °°a Aso L° N-A `� � _z116'A'4RY UPLAND AREA= 13,267 s.f. \�SS,;j. �c� �o ��o \' 6 _"+" e• o + + .Qi "� ✓ '� °�` PROPOSED PROPOSED tlG�g• o�`ti�gN `',o 1, # �o ??s o% SANITARY SYSTEM LOT COVERAGE S.F. % UPLAND R" �, � 0� o �� HYAR PUMP OAS POOL,DENCE DECK,FSTEPSINT) 1557 11.747 A�P�P4f /�oOPs t Ao2?{o, oys ss. ?� BE AND PORCH 896 6.75% k Vol, *� '�. � � 'U° 6 � EQUALIZER VALVE (2) o90�. e/v ass titi +�+ TOTAL 2453 18.49% 50% EXPANSION AREA s. pbo .M ti; Fri DRAINAGE LotBPnf a di°gin/ ro �' ��s• s GEOMAT 3900 ROOF AREA= 1659 s.f. (39 X60 EA) 2" RAINFALL= 276cf STORMWATER B'0 DRYWELL= 42cf/ft; 6.6' REQUIRED PROVIDE (2) 8'0X4' DEEP DRYWELLS PROPOSED ���r. `� „�• �� WATER LATERAL ^,;8 t8'j�,� Y,.S� PROPOSED po�o�io 1`,+*��a `��`cs poi `019j GRAVEL DRIVEWAY Sheet 1 PROPOSED CONDITIONS SURVEY �0•�y �® Island View Lane (Avenue) c�qo Certified to: Survey of Lots 38 and 39 PAUL ERIC WACHTER AND SUSAN COHEN WACHTER AMENDED MAP A PECONIC BAY ESTATES FILED MAY 19, 1933 AS FILE NO. 1124 Mi ch.a e1_ W. Min to, L.S.P. C. situate at LICENSED PROFESSIONAL LAND SURVEYOR Arshamomaque NEW YORK STATE LICENSE NUMBER 050871 8 Town of Southold 7 Woodview Lane Centereach, N.Y 1.1720 Suffolk County, New York PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 • District 1000 Section 53 Block 4 Lot 15 W EMAIL: mikemintolspc®gmail.com Scale 1 "= 40' Surveyed September 21 , 2017 suFfecIt�'� BOARD MEMBERS 0�0, G Town Hall Annex Leslie Kanes Weisman,Chairperson �`�`. 'yam 53095 Route 25,Main Road Patricia Acampora ;o, ' 1 P.O.Box 1179 Eric Dantes 0 Southold,NY 11971 Robert Lehnert,Jr. y> Telephone(631)765-1809 Nicholas Planamento �.( http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD November 14,2022 Richard M. Mato,Architect P.O. Box 2284 Aquebogue,NY 11931 Re: De Minimus Request,File#7429 Wachter,2295 Bay Shore Road, Greenport SCTM No. 1000-53-4-15 Dear Mr. Mato; We are in receipt of your correspondence dated November 1, 2022 requesting a de minimus approval related to ZBA determination#7429,dated December 22,202, in which your client was granted area variances to construct a new single family dwelling. In your letter,you explain that the changes have been made to the floor plan and the elevation plans, and that the Town Plans Examiner informed you that a de minimus approval by the Zoning Board of Appeals was required in order for your project to move forward. Additionally,you submitted a set of Architectural Plans, dated October 8,2022, depicting no changes to the proposed building footprint. I have reviewed your amended Architectural Plans,and have determined that your proposed changes to the floor plan and elevation plans are de minimus in nature. Please be advised that the following conditions will still apply: 1. The applicant shall install an Innovative Advanced(I/A)Sanitary system approved by the Suffolk County Department of Health Services. 2. The front covered porch shall remain unenclosed and unscreened. Please submit to our office two full size sets of signed and sealed Architectural Plans,and contact our office if you have any further questions or concerns. Sinc I ie, and ,, eism Chairmson cc: Building Department BOARD MEMBERS of,so�/j�® Southold Town Hall Leslie Kanes Weisman, Chairperson ��� �� 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes aQ Town Annex/First Floor, Robert Lehnert,Jr. OI�COU�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ® E ((� 0 V E ZONING BOARD OF APPEALS l�J TOWN OF SOUTHOLD JUL 3 1 2024 Tel. (631) 765-1809 EXTENSION DETERMINATION Building Department One Year Extension Town of Southold Meeting of July 25,2024 ZBA FILE: 7429 NAME OF APPLICANT: Paul & Susan Wachter PROPERTY LOCATION: 2295 Bay Shore Road,Greenport,NY SCTM No. 1000-53-4-15 BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 11, 2020, Notice of Disapproval based on an-application for a permit to demolish an existing single family dwelling and construct a new single family dwelling; at 1) located less than the code required minimum front yard setback of 40 feet; 2) located less than the code required minimum single side yard setback of 15 feet; located at: 2295 Bay Shore Road(Adj.to Pipe's Cove) Greenport,NY. SCTM No. 1000-53-4-15. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 4, 2020 submitted a survey, last revised November 19, 2020 bringing the side yard setback into conformity with the code. With this change, the side yard setback of 15 feet will conform with the Code, while the proposed front yard setback will now be 20.6 feet where a minimum of 40 feet is required. DATE OF PUBLIC HEARING: October 1,2020 and November 5,2020 This appeal was originally Denied as applied for, and Granted as Amended, on December 20, 2020. On July 12, 2024, the applicant Susan Wachter, by email communication, requested a one-year extension of area variances that expired on December 22, 2023. She reasoned that COVID and other delays were beyond her control which prevented her to complete construction. RESOLUTION OF THE BOARD: On July 25, 2024, a motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried,to GRANT, the applicant's request that the above cited determination be extended for One Year, to December 22, 2025,as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing 7 / � /2024 °' -•. 4 °4°V.°Y.- Y. .. -z _J .Y•O°�•,. I- -••eo`7'Pv a I ? ti .�.s-6e" t oh'• 0 1 r°: _ .•°i• 9t rr e'er' °�3• • r° :-'� `o' % '` `�eQ%.RF:':�:4S2BVl.'9�C"'A6•Q6b'�P3\:J::^.t4"!}YleQe'W'n�gpm.rla'Qm/^l'.N19e4'9Z• 's4� K4`,A4Sli.`C'��"bCQ71.v:AA•A!914F!L34's)St'hfmd S' '!'sASP�lI:.?S,'+�'.k�W7.fS5n1R&4i3L9'oiS�" -� �r_ L- n ry I {° BOARD OF SOUTHOLD TOWN TRUSTEES ° - j SOUTHOLD,NEW YORK : PERMIT NO.9871 DATE: APRIL 14,2021 �T ISSUED TO: PAUL&SUSAN WACHTER P y I PROPERTY ADDRESS: 2295 BAY SHORE ROAD,GREENPORT 3; SCTM#1000-53-4-15 AUTHORIZATION ` i 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 Anril 14,2021, and in consideration of application fee in the sum of$250.00 paid by Paul& Susan Wachter and subject to the Terms . " W and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the d y following: Wetland Permit to demolish existing dwelling and replace with new two-story,single family 7X� dwelling(1,557sq.ft.)with attached 371.5sq.ft.seaward side decking and'10'x22.5'swimming ' i pool with±286.0 linear feet of pool enclosure fencing; construct an new pervious gravel , driveway,install a new IA/OWTS septic system,and install a rock revetment setback 10'from J the landward edge of tidal wetlands thereon(3'tall x 5'wide)(105.0 linear feet);and to vegetate ,a � . the area seaward of the proposed rock revetment and landward of the edge of tidal wetlands . thereon; and as depicted on the survey prepared by Michael W.Minto,L.S.P.C.,received on ° February 17,2021,and stamped approved on April 14,2021. f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these' - presents to be subscribed by a majority of the said Board as of the 14th day of April,2021. OF o ti V �LfJ�rnr�x�a _ I .0 w gg— • y • '- •,��8 95.+5 h�A•avv'bSS•"s�'.ZaLl.:•L'�;<�..:V:t:Y'n1:4J1tiiFSds..,s3t.naAuta:ss,.,ars:n:e,7rhtiv✓. SSN.a&u»,u uYS.A•.i.:trubob'95hiS�'.G A:r:.St4R.vYifEVrmStt..`[QWa.�om7m.r•uC....rniCGi»r,.uid.^;wLJ.Gi ' ��. .tt e�. a,, tea% ; .. .t � ndt:• � s ,.He °s sit ° x; n,.tt� s i i Town Hall Annex ��0� S®/y®l Glenn Goldsmith. President 54375 Route 25 A.Nicholas krupski.Vice President NZ ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 o Elizabeth Peeples • �41r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE It 2167 C Date: August 23, 2024 MIS CERTIFIES that the demolition existing dwellin and replacement with new two-story single famil dwellin 1 557s A with attached 371.5s .ft. seaward side deckingand 10'x22.5',, swimming pool with f286 0 linear feet ofpool enclosure fencing; construction of a new pervious gavel drivewa installation of a new IA/OWTS se tics stem and installation of a rock revetment setback 10' from the landward edge of tidal wetlands thereon(3'tall x 5'wide)!105 0 linear feet)• and vegetation of j the area seaward of the ro osed rock revetment and landward of the ed a of tidal wetlands thereon ' At 2295 Bay Shore Road Greenport Suffolk County Tax Map#1000-53-4-15 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 17 2021 pursuant to which Trustees Wetland Permit#9871 , Dated Aprilpril 1�021,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 demolition existing dwellin"An �,• g.t.,._ 4� .�;_. .1.icd-3TMsa-#f:-sward -repla�Pi::en*v�th..�.v rvo story sin�2le f fr ilti°di:c..in . 5:.'r^sM'fl �-.tic..-a°t:.Ce side'deckin ' and lU'x22 5'swimmiria pool with f286.0 linear feet of pool enclosure fenctna construction of a new pervious gravel drivewa installation of a new IA/OWTS septic s stem and installation of a rock revetment setback 10'from the landward edge of tidal wetlands thereon!3'tall x 5'wide teed linear feet) and vegetation of the area seaward of the proposed rock revetment and landward of the edge of tidal wetlands thereon. The certificate is issued to PAUL& SUSAN WACHTER owners of the Aforesaid property. Authorized Signature a NEW YORK STATE DE]PA.RTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04756 FERIT Under the Environmental Conservation Law EC1�, Permittee and Facility Information Permit Issued To: Facility: PAUL WACHTER WACHTER PROPERTY 291 S HEALY AVE 2295 BAY SHORE RD11000-53-4-15 SCARSDALE,NY 10583 GREENPORT,NY 11944 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 i Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: ARSHAMOMAQUE Facility Principal Reference Point: NYTM-E: 720.07 NYTM-N: 4551.441 Latitude: 41°05'04.1" Longitude: 72°2248.2" Authorized Activity: Replace existing house and associated structures with a new residence,decking, pool, drywells,fence,porch,gravel driveway,and construct a new revetment landward of Mean High Water,all as shown on the attached survey prepared by Michael W.Minto,sheet 1 last revised January 2021, sheet 2 last revised 8/4/2020,and site plan prepared by Suffolk Environmental Consulting Inc., pages 1 &2 dated 12/22/2020, all stamped"NYSDEC Approved" on 4/26/2021. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04756/00001 New Permit Effective Date:4/26/2021 Expiration Date: 4/25/2026 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the]ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: � ��� � � Date 6/ Page 1 of 7 t NEW YORK STA'I'i;+ (DEPARTMENT OF ENVIRONMENTAL CONSERVATION (Facility DEC ID 1-4738-04756 Distribiatio n List SUFFOLK ENVIRONMENTAL CONSULTING INC Marine Habitat Protection KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS j GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan l/1/2021 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Connformance With Plains All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Michael W.Minto, sheet 1 last revised January 2021, sheet 2 last revised 8/4/2020, and site plan prepared by Suffolk Environmental Consulting Inc.,pages 1 &2 dated 12/22/2020,all stamped "NYSDEC Approved" on 4/26/2021. 2. Notice of Commencement _At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification forin certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous ! location on the worksite and adequately protected from the weather. 4. Concrete Leac➢nate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 7 NEW YORK STATE 1DEpARTMENT OF ENVM®NMENI'AL CONSERVATION � Facility DEC ID 1-4738-04756 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be irmmediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or-hay mulch or jute matting until weather conditions favor germination. 1o. Clean Fill Only All fill shall consist of clean sand, gravel,or soil(not asphalt,slag,flyash,broken concrete or demolition debris). 11. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the departinent's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Fart 661. 12. Backffillittng All peripheral berms, cofferdams,rock revetments, seawalls, gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 13. Revetment Dock revetment shall consist of natural capstone, corestone, and toe stone as shown on the approved plans dated 12/22/2020. 14. No IlDrywel➢s in or near Wetland Dry wells for pool filter backwash shall be located'a minimum of 41.9 linear feet landward of the tidal wetland boundary. 15. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 16. 1Driveway/Parkinflg Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Page 3 of 7 b NEW YOR K STATE DEPARTMENT O1+ENVIRONAM,NTAL CONSERVATION Facility DEC ID 1-4738-04756 17. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems(1/A OWTS)Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 1s. Maintenance of Installed.Innova.tive/Alternative Onsite Wastewater Treatment Systems (I/A i OWTS) The permittee must maintain,service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS) permit issued for the system. 19. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 20. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tags are authorized to supplement these approved methods. 21. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 22. State Not Diable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without I expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMZNTAL CCNSEIRVATION Facility DE ID 1-4738-04756 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such tune and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 25. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents, lubricants,epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and inteivals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Perm it Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Broolc150 Circle Rd Stony Brook,NY11790 -3409 4. Submission of renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 5 of 7 NEW YOR K STATE DEPART ME OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04756 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; i e. noncompliance with previously issued permit conditions, orders of the cominissioner, any provisions of the Environmental Conservation]Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. i r Page 6 of 7 z NEW Y®1l K STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Faeelity DEC ID 1-4738-04756 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to.indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the pennittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee.Responsible for Obtaining Other Required,Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Ripap•ian Rights This permit does not convey'to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the.impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 1 SUFFQj, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802:- FAX (631) 765-9502 1 rogerr(cDsoutholdtownny.gov — seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 10,4 , 3a Company Name: Z�:; gr 's i—:z &EE 4 r, � Electrician's Name: UA z-"--et5e,Cv License No.: N)4 Elec. email: GS /&YI (EP ,ocDc. . c c&" Elec. Phone No: ,6'/*6 kqS S ,./6 ®I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: W ,4C, H T'Ej?, Address: 0) a 4 b" . —A onj,�5 _ ,1,-=4e . 4/L,7- Cross Street: ;-o—g-r ,J A) Jp. Phone No.: 1 y3 f ��e7 Bldg.Permit#: email: Tax Map District: 100 Section: S'-3 Block: © 41 Lot: /-S' BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE JPI �Print Clearly): xa-kon a eCNis � relD 4eIY1 drar1'I p r Square Footage: oZ&go Circle All That Apply: Is job ready for inspection?: ❑ YES O NO ❑Rough In ❑ Final Do you need a Temp Certificate?: � YES 0.NO Issued On Temp Information: (All information required) Service Size RT1 Ph❑3 Ph Size: v1 c o A # Meters l Old Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect MUnderground❑Overhead # Underground Laterals1Z 1 2 fR H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION n of`� IZ A< YV Oho 0�OS�¢¢�4�1' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N x Town Hall., - n,hex 54375 Main.Road - PO Box 1179 Southold, New York 11971-,0959 Telephone (631) .765-1802 FAX (631) 765-9502 rogerr(a�southoldtownny.gov - seandAsoutholdtowriny.gav APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /) c4 Za Company Name: Z�; gr L (Z-X (f- Electrician's Name: vA ✓true License No.: 15� ,V N)4 Elec. email: CAS le-YI <9� Elec. Phone No: ,6'j'6 kyy 5-9./6 ®I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Requir d) Name: Address: d - t) Cross Street: Phone No.: Bldg.Permit#: 4MA email: Tax Map District: 1006 Section: S 3 Block: © Lot: /.S' BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /VET /�-A- re-1 OM479P.1) 6° t 1 Square Footage: 5189 Circle All That Apply: Is job ready for inspection?: 0 ;YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: v1 c 0 A # Meters l Old Meter# ®New Service0 Fire ReconnectOFlood Reconnect OService Reconnect NUnderground Doverhead # Underground Laterals 1 2 N H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �' �i11 ��IL �e�J� _ It`d • ,��p PERMIT# Address: Switches Outlet S G F I's � 1 t 'Surface Sconces HH's� UC Lts a51��r Fans t l Fridge I HW L 1-'��`��^'It ` Exhaust � � Oven. _ Dryer r Smokes < DW Service Carbon Micro l Generator Combo 3 Cooktop Transfer AC AH Mini Special: 1 cvv�r�,eKsar ao A,�t,P v�k Comments Ir o? o 1,+ 3 co' l 5P ao 1 DP ao G'E-T L,cL 5 g BUILDING DEPARTMENT-ElectricalInspector TOWN OF SOUTHOLD co Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,, �� Telephone (631)765-1802 Temporary Certificate # f '5 53 Date t - - 2022 Customer Name Rau( We qhr Electrician Name G° S C�fG iC Address 5 ShO�e d teo of Phone e-mail e-mail Cxa- Phone L3 7 S0�7 License# Size DO A Phase 1 Overhead Underground' ✓ #of Meters Remarks #of Underground Laterals 1. 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 th d to ab Authorized by i SUj ;C BUILDING DEPARTMENT- Electrical Inspector gip ; d,G� TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main Road - PO Box 1179 v' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 j rogerr a(Dsoutholdtownny.gov - seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02 // 3 i Company Name: 6 ei -- Electrician's Name: c i License No.: -WjF Elec. email: G�91(o LL, Cw" Elec. Phone No: --5-1 s"-6-1 G [91 request an email copy of Certificate of Complian4e Elec. Address.: 't:�ojc� N JOB SITE INFORMATION (All Information Required) Name: . t4i /4 <- 14--72-�z Address: S ! ;A S)J,,2Cr— 1za,Q7!- Cross Street: PLWt A) 13L,1.1C---3 Phone No.: Bldg.Permit#: �'�S(.� email: Tax Map District: 1000 Section: 6-3 Block: C Lot: /s~ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES a NO Rough In1:1 Fina Do you need a Temp Certificate?: El YES NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect�Service Reconnect OUnderground DOverhgad # Underground.Laterals 1 2 H Frame Pole Work done on Service? MY RN Additional Information: PAY.MiENT DUE WITH APPLICATION jP Lf s�F MCP YtC,4 Evan T.Steffens Nationaa grid Senior Supervisor Gas Customer Connections,NY August 5, 2021 Susan & Paul Wachter 291 S Healy Ave Scarsdale, NY 10583 Email: susancwachterctmail.com; fakinebuild _,hotmail.corro National Grid W4#: T102415098 Service Address: 2295 Bay Shore Rd Greenport, NY 11944 i I To Whom It May Concern: This letter'is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines,identified for you prior to doing any digging. This.phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call, The number to call is either the nationally sponsored "811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not,relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, LIJ;_0 Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T: 833-359-0645 even.steffeng@nationalgrid.com nuridiimdn cessinpAinationalarid.com Richard M . Mato , Architect Sif' TOWN OF SOUTHOLD Building Department 54375 Main Road Southold, New York 11971 July 29, 2022 RE: 2295 Bay Shore Road Greenport, N.Y. 11944 TM# 1000-53-04-15 To whom it may concern, Attached please find revised construction drawings for Paul and Susan Wachter 2295 Bay Shore Road, Greenport. - - Should you have any questions regarding the enclosed,please feel free to contact me. JUL 2 9. 2022 Sincerely, T®11U6V OF SOLD7!-1fDLD . Richard M. Mato,A.I.A P.P. Box 2284 Aquebogue, NY 11931 Tel; (631)523-5879 E-Mail: rmatoarchitect@gmail.com Horton, LisaMarie From: susan wachter <susancwachter@gmail.com> Sent: Wednesday, March 6, 2024 6:47 AM To: Horton, LisaMarie Cc: Paul Wachter Subject: Re: 6 month extension Good morning Lisa, As discussed on the phone yesterday, this formally requests a 6 month extension to our Building Dept permit (#48486) that expires on 5/16/24. The property is located at 2295 Bay Shore Road, Greenport,NY 11944. Please let me know if you need anything else. Thank you, Susan and Paul Wachter On Tue, Mar 5, 2024 at 11:45 AM Horton, LisaMarie <lisamarieb.gsoutholdtownny.goy>wrote: Z&a-Narie.Morton j Town of Southold Building Department Annex Building 54375 Main Road i Southold,NY 11971 (631) 765-1802 I 1 D b 1� k r DECLARATION OF COVENANTS � n THIS DECLARATION made this day of C,t , 20?.o, by f n n� OI d �US'al) (A1GiL�t�.� -_—__• residing at _ 7gS (3ay .S�tore. NIly V 9 hereinafter referred to as "DECLARANT(S) ": WITNESSE. TH : WHEREAS, DECLARANTS) is/are the owners) of certain real property located pp on �gS' JJa_ Sote 2� _, Town of Southold, County of Suffolk, State- of New York, described in the Suffolk County Tax Map as District 1000, Section 5 3 , Block _, Lot (rj which' is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the .Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of. Southold (hereinafter the "Trustees") pursuant to Chapter'.275 of the Town Code of the Town of .Southold or its successor, and various activities conducted upon the property may thus .be subject to the regulation and approval ofthe Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands _,Law of the Town of Southold to undertake- certain. regulated activities; and WHEREAS, as a condition of the .granting of a Wetlands Permit to undertake such regulatea activities, the"Trustees required that_,a J 3� �p� (,{J�� "non-disturbance buffer" adjacent to and landward of 1 b G cvt GonrG and WHEREAS, the DECLARANT has considered the foregoing and has determined that u. `:Y:w:`YC}�`-s•F�ii'n�V�'x` it'?r•' . 1_t the.''same will be for the best interests of the DECLARANT and subsequent owners of 'the 'Property. NOW, THEREFORE, the DECLARANTS) do/does hereby covenant and agree as follows: 1) Upon the substantial completion . of the aforementioned ,permitted activities there shall.be established and perpetually maintained 12 Q 40t z W l'ic "non-disturbance buffer".,:\as -defined,;---by'-,Chapter 275 of the Town Code: to wit: A vegetated area, as designated by the Board of Trustees, immediately landward of the wetland boundary, shoreline .structure, or other line designated by the Trustees where no operations, maintenance, placement of signs or other activities may take place,. except that man-made debris may be 9 removed from such area by hand' without the permission of the Board of Trustees", An application for a wetland permit may be submitted for the j i removal of harmful, "'invasive" or non-native vegetation, and as depicted on I the .50.r e'y I.: .dakd 1014-7 and 5tgmp&� approyed On IZ(12-!9 _ j17UMsI� j Ot/�f1 1 "�. ees r°5G� � •�n p 4`13 �, see Exhibit A attached; and 2) Thes.e covenants., shall run with the land and shall be binding on the i DECLARANT(`S`) 'ehs;%Pier.%flieir. heirs., assigns, purchasers, or successors in interest; <aiid'r,'=day'„';on;l. `be ;modified after a public hearing and upon ;- resolutloii of tfie:-,Trustees s%have duly executed this instrument this IN WITNESS. .WHEF2EOF; th'g$ "owner::(si) day of R�2`.l'L<; :; %,,,,,,,. 65. `:OWNER"S SIGNATURE ,e(ti:'P."y';i;t:y`:'aiT;ti:'�C:'•'S'k't�=:'s:.;.:' .:` 2 1 , I a r: t/ `yr dui' !yL.ty' 'tt` _, :ifµ:'• OWNER'S SIGNATURE NEW YORK Y �j in the year 20Z0; before me the <_..•.. . :on the day of, I �21 eared uncie'rsgned,. a , Notary 'Public in and for said State, personally appeared Qc �WgG�t}� �:Susall'1•lk�C , personally known to me or proved to me on the basis of satisfactory evidence -to be the individual.(s e .) 'whose name(s) is/are subscribed to the within instrument and acknowledged. to me that he/she/they executed the same in his/her/their capacity, and that by his./her/their signature(s) on the instrument, the individual or the persons. on behalf of which the,individual(s) acted, executed the instrument. LYNN 1.'sIRO7KIN Notary Public,State of Now-York Notary Public No.30=4784743 3 Qualified in Nassau Coun41L Commission&pires June 30; 6 •L 1 t .� 'w.;�,• -�':�f'�'t�,t�`'�'art,{�'sjS '*t'�'-_ .. - ,',ti`�i>tu :3i7•'.i�� :rs��;<i;s't;;j�t'i ';"Sjj`;s •,. .. -'.-':S=;:d�lt1�.=:��,75��•2.'`'F4Y`t _,,,1\�,,�r, .... ,�y4,`ii�i Y" h:£tLvY.i:. ;�t:�:1.`'',%y .. •psi:ji,' . y.;lt - . 3 t _ � I Y. a 4 ' l {j . ,I BOARD OF SOUTHOLD TOWN TRUSTEES :l SOUTROLD,NEW YORK PERMIT NO.9374 DATE: DECEMBER 12,2018 ISSUED TO: IPAUL&SUSAN WACBiTER PROPERTY ADDRESS:,2295 BAY SHORE ROAD,GREENPORT SCTM#1000-534-15 _� :AUTHORIZATION :...,,; Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ::•/ N accordance with the:Resolution of the•Board of Trustees'adopted at the meeting held on December 12,2018, {i and in consideration of application.fee.in the sum of 2$ 50.00 paid by Paul&Susan Wachter and subject to the = Terms and Conditions as stated in the Resolution,the'.Southold Town Board of Trustees authorizes and permits the following: -.. ;:�•� �` .. . "-•..a . . ... .. ,,._. ..., „1 • Wetland Per nuflor a':Ten-Year Maintenance Permit to trim the Phragmites and - " removal;Arid to:iiistallrand-�perpetuallymaintain'a 30':wide.:non-disturbance buffer ;•-*. {I along the Iandlward,edge ofrtheibeach;4 With-the condition.that trimming and removal of Phragmites is tb be by liand'only;and as depicted on the project plan prepared by : i Susan Wachter;=:received on dfunehll;'2018;.and stamped approved on December 12, 2018. IN WITNESS WHEREO1;A6 and Board of Trustees her causes its Corporate Seal to be affixed, and these presents to,be;suliscnliedfbyJ-"a as of the 12'h day of December,2018.. ' •� - •nil t- 'rfl.,: % ' , L,�riJ /� ':ld.ac..'fi{rx;.'��.uy'.�,;�7�• ., �/ '4/t. s•l-L' .._mot. ... :. a 5Y' k'Jyy' ;�';`;?? '�ra iir��`'r;�t irr /.. �'iri�' ,, .... •- 'm.'Ci;$1,11�{j'•.'ru"i 7•;�,�^\?:.(';. .. " ..,n ,,, . :;pF•Fk. :j:ti;:•,y,:`��s:�-7•Y;.::, , •a ...,.. ' ..s,.r.,r' '...,,.rv.,_,;,..•;,ice...�• .' ' - TERMS AND CONDITIONS V" hr The Permittee Paul&Susan Wachter,residing-at 2295 Bay Shore Road,Greennort. New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of"Southold are released from any and all damages,.or claims-for damages,of suits arising directly or indirectly as a'result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this'Permit is valid for a pzriod of 24 months,which is considered to be the estimated time required to.complete the work involved,but should circumstances.warrant,request for an extension'may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain'the structure orproject'involved,to provide evidence to anyone concerned that 'authorization was originally obtained. 4. That the work involved:will be subject to the inspection and approval of the.Board or its agents,and non-compliance with'the provisions of-the originating application may be cause for revocdflbn'•of this Permit:by.,resolution of the said Board. S. That there:will:be no unreasonable interference with navigation as a result of the work herein authorized: 6. That fibre shall:be no interferencemith the right of the public to pass and repass along the beach between^high and"low-water marks.. 7. That'if fatuie'operations:oftlie*Town of Southold require the removal and/or alterations in the location: :hereirauth6r1ied;or if,in the opinion of the Board of Trustees,the work shall cause•unreasonalile obstruction to free navigation,the said Permittee will be required, upon`due.notice to,renoiie or-'alter4this-work project herein.stated without expenses to the Towmof Southold:`" 8. The.Permittee'is>i`egifued`fo provide:evidence that,a copy of this Trustee permit has been recorded with:the Counly'd6e k's`0ffice:as a.notice covenant and deed restriction to tujccWbeprovided within ninety(90}calendar..the•deed:osbp l - 'd'ays..ofissuance,oFtliisaperinit _:;"t' _ _ »'yi:;� ;}•:,;� cif:}� ;•. .....:., 9. Tliat the saidBoard3:wi11be.notifed y b ttie Peinuttee of the completion of the work autlroritieii.�T„:. -^k.�'FF•�...��ii...):' :�t"Y`31 -Ii: 10. Tliat tlie'Pe atittee;will:ob'Pairi WItn-6tlier ed penmiksFand co ns efits-that may be requir supplementalaofihs permit;wlucliinay�"liesdbjectforevoke upon failure to obtain same. :1.1. No'.right';to-trespassor iimierferew�ithrri"ai7an'nghts;Tliis.permit does not convey to the permitted aiiyntglit`:tort<espassdpori:thelarids;gc;;intefere.with the riparian rights of others in order to;performabegenmittedEwocknor�doesitautliorize'the"impaitment of any rights,title, : :or:mterest`in real!or personaF=prop zty haldt,Or`Ycstcd in a,person not•a party to the permit. i y. y UNAUTnoRlZ_V ALTERATION OR AODmaN TO TM.SURVEY is A wouTIOWOF GZgR I81 moo W ME SK 2017 !JOO k0 I7 HR SECTION.7209 OF THE NEW YORK SLATE EDUCATION LAW 1�11Si6 NLFD Rp0 RD GEDND RIGS 09E.ft7!>R.17 2711 li 911 cOPIEB OF THrs sUnVEY Ilan Nor eF.uaWc 7HE UND SURVE}DRS INKED SEAL OR p ToB E A •S D RUESMA C x6rCopy.' BE CpNS10ERFD Area- 29,932 el. TO RE A VALID TRUE COPY.' CVARANIEE$W ATEO HEREON SHALL RUN ONLY TO 7HE PERSON FOR WWOU THE SURVEY Is PRNAAEO.AND.ON)its DEHAIF TO THE 71RE COUPANY,'GOVEfTNLENi'AL AGENCY AND y LENOWC,a7SID11nON LI57ED HEREON.ANTI ss9!r �� M1fi'��' 70 7NE ASACNEES.OF THE'LENOU/C;aiSR� MION:COARANIEES ARE NOi TRANSFl7L�4LE a�. 8 �. A THE EXISTENCE OF RICHE OF WAY AND/OR FrSE11EE7M OF RECORD IF ANY,nor SHOWN:ARE N07 COARAN 1 c~/ 0G Premises known as: 1�'.ss' � .��� ag�` ajo 0 2295 Bay Shore Road,Creenport J` ELEVATIONS REFER TO NAYD'19DL,. a,Q' S1Ob1� y0ssd`��� e�o J WL A. AL h 3c� , a •� dL lyp „ance 1Xrmlr � R .64` ��� a aac� `%c rh��• ypvq •�.r.=.+.. ey wed q�`'`a' •:s' � rYr ti �t °�NEh. � + � �. ar 'Qy 7 ry�h• ..ISO a ^ .. \zv ery a 'ab�'� raa :, ,{ * O + '• `;'i i11 .7 V LAND ��� . r •,LPG r,: r+r° •`r�'. p I �t � ' S hog, U, ti �0$ 1 Isheid";UiewALane (Avenue) ,._. —! 'Survey:of Lola 38 and 39 Certified,to: w'' i4A1ENDED`'MAP A:'PECONIC BAY ESTATES PAM ERIC.WAWU AND SUSM CORM WAC M. "a.`-`r'% ,_` " ''FIL•Egw;MAY 19,•1933:'AS FILE NO.. 1124' miNQ1r ADswa,:WC:(FA1967-S), 4 KgCOR LED TRtI:INSURANCE CO.WAW C1RB411K,tuttiamomaque 0'wrl'•Of Solathold Michael 1W. Minto, L:S,�:C: S affiafk Co1�raty, thew York NEWY ORK STATE L csrNi E NUMBER 05087; -01066t 1000 Section '53 .'Block 4 Lot 15 B7 Woodv3ew La Scale 1 40, Leine , Surveyed September 21.,"2017 ' 11 Centereach, N.Y. 11720 GRAPHIC SCAM, PHONELFAX: (631) S6-07142 CELLULAR:(631) 7e8-9714 •EAWL• mtkaminta top cadmaiLcom f IN FEET) I inch• 40 IL •b 0. i Schedule A.®ese0ption Revised: 1010512017 Title Number EA1967-S Page 1 ALL that certain plot, piece or parcel of land,situate,lying and being at Arshamomoque,:in.,the Town of Southold;County of Suffolk and State of New York;:known.and designated�ae`Lot.38,and.39 on a certain map entitled,"Map of Peconic Bay:EstateS,Amended:Map,A;'ftledinthe Suffolk County Clerk's Office on;May'I9;.1031,is:,WpAd;'i'l1 4,::said.lots when taken together arebounded and-'describe&6s16ll6w5:::;... BEGtNNIiiIG at:'apvinE ontle nortlieasteriy'side of Bay Shore Road:distant 1997:58 feet::Holt#ieriyfiand;norfhwester{y_from the comer formed.by the intersection ot`. ti`e rioiEFi`erly5id:e`of'island View:Lane(?Avenue)with the easterly. side,of:Bay';.StioreRoadaid;pontt.of.beginning also being.where the division Tine lietUueerrso4°.39 aitl>Lot40'iriterseiits:the no'ortheasterly side of Bay'Shore -RUNNING Pal`d`Pbinf of;begi'nning along the northeasterly side of Bay Share Road;•;North'i 6;1` _11. seconds West;104.56 feet to a.point;, titst ,rt:, `j THENCE;along}nPe Cl vts ori,-Ili e:befinreerr: ot:38 antl;,Lot 37, ?North 45 degrees 47 minutes 20'6e6 7, _ .'high water line of Pipes cove.(Slielter`lslatid.Sound](Pec'on c`Ba , :. at :J- _ '1�1::ih •.�.4µti..tiLPi:.Sy'�•`'�i Yti.:}.`".�'iA{: •'��fi�r-" - TWENCE along tf a higf Ovate`raline of Pipe„ "'C-W&he"Iterasla d Sound) {Peconic'Bey)',:the. oilouving threez{3)�,cour.,ses:Vandidistances: = k 1. Soutfi:59`degrees:4.:fhmi,lutes 39seconds East 28 72 feet; 2..`South::34-.degreest1.:3 r iriufes 27sseco ds East.`3;1 32"fOeE; 3. South`46:degrees{36'minijfes. `6secoridsxEaa# 40`55::feetto a point;. �i. THEN.CE'along the division line l;etuueen Lot 39'ardLof 40;•Soufh.45 degrees 47 minuteis;20 sedonds West;.28.4:13 feet,ta a point.on:the northeasterly side of Bay Shore Road;the point orplace of`BEGINNING, J PREVIOUS POLICY NUMBER POLICY NUMBER Kingstone Insurance Company H03072155-03 ORGANIZED IN 1886 NEW 15JOYSLANE/KINGSTON,NEWYORK124e11TELEPHONE(846)331-nm X RENEWAL This replaces all previously issued policy Declarations,if any.This foil y aP i,enson l mndn�uaus s,occuurrensis each p�e or losses which happen during the olrcy�period shown below.I�the poll►[cy AMENDED of one year enod ding on the annuaPanniversary date of this policy constitutes a separate poll�y penod. DATE PLATINUM Company Copy SUSAN COHEN WACHTER Agency Code: A543 Sub Prod Code: PAUL ERIC WACHTER MCMANN PRICE AGENCY 291 SOUTH HEALY AVE 828 FRONT STREET i SCARSDALE,NY 10583-1024 PO BOX 2065 i GREENPORT,NY 11944 (631)477-1680 Ext: --------------------- an a lime a rest ence premises The Described Location covered by this policy is located at the above address unless otherwise stated.(Number,SL,Apt,Town or City.County,state,Zip Code) 2295 BAYSHORE ROAD GREENPORT,NY 11944 SUFFOLK Coverage is provided where a premium or rim it of liability Is shown for the coverage.Our limit of liability for each Coverage shall not be more than the amount stated forsuch coverago,-,subject to alLthe,ierms aLthis policy, • 1L.TAILAL Ir • 4 A, es epee Fl @, ai D. d I► m o a I Lrl�h iNMI 0 to SIN s o Y ire P� n $275,000 $27,500 $, 110,000 $56,000 s1,000,000 $4,000 $2,500 all causes of loss,dedirotible,except for the Hurricane Deductible which is the form ML373H amount and%shown on the Policy Declaration page. 1953 Frame .!1 10 29 1000 5 1 GREENPORT 2017 Subject to the following forms,endorsements,special provisions and exceptions:(including mortgage If any) Form No. Edition Description Cov Amt Premium ML-5T oe-99 'Comprehensive' Form $275,0 0 2,Z77 PLATINUM TIER CM-H-103 10-81 Limitation Endorsement 10%of Cov A Other Structures Personal Property-Decreased Limit 40%of Cov A $-55 Addt9 Living Expenses 20%of Cov A All Perils Deductible Credit $-598 FMD-1 08.08 Important Flood Insurance Notice ML-9 01-87 Liability and Coverage Section $116 Replacement Cost Rated ML-19 10-06 Mandatory Endorsement Included ML-19DISC 11-06 Mandatory Endorsement Included ML-20 06-99 General Policy Provisions Agreement ML-24A 06-99 Residence Special Loss Settlement $-2 ML-52A 06-99 Trampoline Exclusion ML-59 06-99 Lead Exclusion ML-72A 05-13 Added Water Damages Coverage $2,500 $26 ML-83 06-99 Amendment of Policy Conditions ML-119 03-13 Incidental Property Coverages Continued on next page Prepared on: 10/19/2020 AX Countersignature Date Authorized Representative a� PREVIOUS POLICY NUMBER r. POLICY NUMBER Kingstone Insurance Company H0307215"3 ORGANIZED IN 1886 NEW 16JOYSLANElIONGS70N;N6WpYDRK724011TELEPNONE(00)3giVW ages X RENEWAL los)s�ereplaces whicch happen previously the peolPcoollcy De shoat o byelaw IT the polihy,s a only n aycontinuous bae seeGi period AMENDED of one year ending on the annual tanniversary date of this policy constitutes a separate policy period. DATE PLATINUM Company Copy us SUSAN COHENWACHTER Agency Code: A543 Sub Prod Code: PAUL ERIC WACHTER MCMANN PRICE AGENCY 291 SOUTH'HEALY AVE 828 FRONT STREET SCARSDALE,NY 10583-1024 PO BOX 2065 GREENPORT,NY 11944 (631)477-1680 Ext Subject to the fallowing forms,endorsements,special provisions and exceptions:(including mortgage ifany) Gov Amt Premium Form No. Edition Description ML-119 DISC 07-13 ML-119 Disclosure Notice ML-123 05.12 Domestic Animal Exclusion ML-1221123 DIS 08-12 Disclosure Notice $15 ML150A 01-02 Homeowners Plus Coverage $-2 ML-167 02-99 Dead Bolt Look Endorsement 2% $-24 ML-216 06-99 Premises Alarm 0.5%quarterly $12 ML-243 M99 Inflation Guard ML-366 12-00 Debris Removal Extensions ML-373 DISC 08-06 Canine Exclusion.Disclosure $4 ML 373 04-06 Canine Exclusion 2%$5,500 $-62 ML-373H 11-05 Hurricane Deductible ML-373H DISC 11.05 Hurricane Deductible Disclosure ML-430 06-99 Renewal Endorsement $58 KIC HS-346 07-16 Home-Systems Protection SLE-502 DISC 03-10 service Line Coverage Disclosure $28 SLE 502 03-10 Service Line Coverage CMIC-3404 11-06 Fire Vacancy Exclusion CMIC-3404 DISC 11-06 Firs-Vacancy Exclusion Disclosure NY STAT 1 09-08 NY Statutory Endorsement Included KIC-ML-15 07-16 Sub-limits an Coverage C Total Premium. $1,464 First Mortgagee CENTRAL LOAN ADMINISTRATION 6 ISAOA/ATIMA PO BOX 202028. FLORENCE SC 29502-2028 LOAN # 4772322931 Prepared on: 10/19/2020 AX Countersignature Date - ---^- Authorized Representative FRAME BULKHEAD AERIAL VIEW Scale: 1" = 40' r� C'3 9 O PROPOSED 4' HIGH POOL H1GH WATER LINE FENCE WL LANDWARD EDGE ofT!DAL PROPOSED 8' x 4' POOL 3 WETLANDS as DELINEATED by DRYWELL � Shmvir Barron on Oct. 19'"2017 and CONFIRMED by Safolk G AG z Environmental Consulting Inc.on Oct. 291"2019 }� 13. WL PROPOSI,1)I.INF of I1,11 HAI:I:S FLAG 3 ��i. alai S11.1 r1 I ION F I'NCING its%10 1 "'�-- F:AG 4 as PROPO.SPI)1..11111 of 6!01IV/) PROPOSED 8' x 4' ROOF RUN- -•..v( ( 11.11111(; t:1'J1 l)lSl(`N!i !�t'1: OFF DRYWELLs 40.5 3 E' PRO D IAJOWTS =,PROPOSED 3.0'HIGH x 5' WIDE •,�� SE 'SYSTEM REVETMENT w/10.0'RETURN on SOUTHERLY END ...See Plan Derail... - a NYSDEG APPROVED AS PER TERMS AND CONDITIONS OF O PERMIT NO.j-- . - - �*OZ546 DATE. 1�/ WACHTER. Property - Proposed Re-development/Rock Revetment Situate:2295 Bay Shore Road• Greenport, NY- 11944 SGTM#:1000-053-04-15 Drawn By: R.W.ANDERSON Suffolk Environmental Consul ' Inc. - - - - --— Date: 12.22-2020 1 Comments: As Shown P.O.Box 2003,Bridgehampton,NY,11932 " 0 f n d ti WA CHTER Property- PROPOSED SINGLE FAMIL Y D WELLING AND ROCK RE VETMENT Situate: 2295 Bay Shore Road Greenport, NY • 11944 SCTM#: 1000 -- 053 — 04 — 15 CROSS VIEW N ? Scale: P = V N � N � N O c 5.0' ; _. --- - - 1 1 1 1 0 XON ; 1 1 LA N ► � , • ; 1 n •� � !': J CN ~ � �a �,+�. ,� ham • i _ f:•ji^".,r1 ,3';t#°v 41, 4r Aw ti rwA Lt _ L.-c�'a '� r•..,:' � i.,. �, �., ... �"Y;�6�PT_' �` `�f:� }}i -.i J$ .� fix' +S• 1 1 ' 1 1 2.0' , 1 , 1 , 1 0 NYSDEC APPROVED AS PER TERMS l AND CONDITIONS OF 1 �+ PERMIT NO." 71? " aP 1 SATE....__ DRAWN WI W' Its SIN.2021 DRAWING A JOB NO 21-027 I UNAUTHORIZED•ALTERATION OR ADDITION TO THIS SURVEY .IS A VIOLATION'.OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Fill EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE'A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS,PREPARED. AND ON HIS :BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND i LENDING INSTMMON LISTED HEREON,.AND TO THE.ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. HEALTH DEPT APPROVAL STAMP AREA Area" 291 93� �. . THE EXISTENCE OF RIGHTS OF WAY 29� 96� �•" o AND/OR EASEMENTS.OF RECORD IF ? � �• ;� ANY. NOT SHOWN ARE NOT' GUARANTEED. Premises known_ as: � ,��'� ELEVATIONS REFER TO NAVD 1988. # 2295 Boy Shore Road, Greenport FEMA PANEL 36103C0159H ``,�`. �� t 0 EIS W:RE9Wa.AND-UWVEW W r �� py Test Hole 'Data lip SM 2R OO FOR®Of�G MW °p1• �A y9� .cam 4 PROVIDED.BY SHAWN SARRON MS , / ����\ �, O�j 4' 10•-23-2018 o`� is AL LAIR- SILTY SAND '�� �°c .•.�...,? 9 `;(ile �, \•tip WITH GRAVEL 6.4' SM WATER IN EL 1.2 SILTY SAND WRH GRAVEL SM BUFFER 10' WIDE �o� ��� Ap / �\ �4d A ROCK RSOMENf ? •� �►� WATER IN ,a,y� o• ti9 '*z MIXED SAND 50' WETLANDS `° �° O -.... '�l'��,�• ' �41`P �� {��C err}' WITH GRAVEL SETBACK h, t�'` PROPOSED e g'�F �`� ,yo.► , ,� ��� V,. 13• SIP OOL PENCE CLEANOUT o `HIGH dye•'��i'e� + e~,�• • 1��0` ,� y 40� POOL DRYWELL tit 10� �' •' lei i (8'0X4') i 5' O •� 20 d� ���� 44, PROPOSED SEreACK , 6 1� (2) 8'0X4' DRYWEusTY l ;419• • �� a•2 i � a Q 0 IIN �• _•�. a • 40 � � ~^ 1°� `� ' PROPOSED LAND AREA- 13,267 sf. SANITARY SYSTEM PROPOSED �.g ��. \ o• ., �2p fly LOT COVERAGE S.F: X UPLAND CENS W OW18 RESIDENCE (FOOTPRINT) 1557 11.74X. WAR.PUMP POOL. DECK, STEPS. +eb c +� �• BE AND PORCH 896 8.75% tika +� EQUALIZER VALVE (2) TOTAL +� -•`�t `� ' •�,y dt� � .,� . �'SOX EXPNVSION AREA 24.53 18148X B�`�t + . •��`�� `3 .• GEOMAT 3900 DRAINAGE (39'X60' EA) ROOF AREA- 1659 91 f PROPOSED ? �`� ss 2" RAINFALL= 276d STORMWAIER 8'0 DRYWELL=420/Ny 6.6'..REQUIRED WATER LATERAL 8 +'g PROVIDE (2).8'0X4' DEEP DRYWELLS PROPOSED GRAVEL DRIVEWAY �9�`y se •`�. 9j ASPHALT TO k8 �:, Sheet, 1 BE REMOVED PROPOSED CONDITIONS SURVEY Gof: NC ss�- � � c,' ,��-r�•4� W, r�� 01 Island View Lane (Avenue) � Certified to: �� �° * cc Survey of Lots 38 and 39 PAUL ERIC WACHTER AND SUSAN COVEN: WAC ' = .. w o AMENDED MAP A PECONIC BAY ESTATES v�o ` '1 {�` FILED MAY 19, 1933 AS FILE NO. 1124 'oQo . l,& '...� Michael W. 11linto, L.S..P. , situate at Zwv LICENSED PROFESSIONAL LAND SURVEYOR Arshamomaque °" ° NEW YORK STATE LICENSE NUMBER 050871 a¢ Z H i 87 WoocdTriew Lame Town of Southold ¢ w Q Cen terea c-h, N.Y.. 11720 a >' PHONE/FAX: (631) 580-1202 Suffolk County, New York CELLULAR: (831) 766-9714 District 1.000 Section 53 EMAIL: mikemintolspo®gmcil.cem Block 4 Lot 15 Scale 1 "= 40' Surveyed September 21 , 2017 10*1 IN GM 0-1 RE M A..2021 DRAWING 0 NO. 21-027 APPROVED BY UNAUTHORIZED ALTERATION OR ADDITION �y TO THIS SURVEY IS A VIOLATION OF BOARD OF TAU TEE SECTION 7209 OF THE NEW YORK STATE I E C E ON E EDUCATION •LAw. ® �TO"wl '.OF SCUT' O; COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR FEB 7 �Q2� DATA EMBOSSED SEAL-SHALL NOT SE CONSIDERED hjjjit(L &2q TO BE A VALID TRUE COPY. 1 GUARANTEES INDICATED HEREON SHALL RUN Southold Town ONLY TO THE PERSON FOR WHOM THE SURVEY Board Of Trustees IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL.AGENCY-AND -LENDING ,INSTITUTION LISTED HEREON, -AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE :NOT TRANSFERABLE. j i HEALTH DEFT APPROVAL STAMP AREA THE.EXISTENCE OF RIGHTS OF WAY Area= 29,932 sANDORASEMENTS OF.f. ANY/NOTEBHOWN ARE NOTCORD IF r GUARANTEED. Premises known as: ELEVATIONS REFER TO NAVD 1988. o 2295 BayShore Road, Green port FEMA PANEL 361O3C0159H P EXISTING RESIDENCE AND ttIPROaE]NN fS •s�p� yti1 I J �� t4 fA hCY Pest Hole ata SEE SO BE REIlOVFD AND ARE NOT s�+DwN � " +��°' 4 30 SEE SHEEP 2 FUR EXlS11NG CONQIilON5 . ,,``` ` 4 G o °CY PROVIDED BY SHAWN BAR ON MS 10-23-2018 SILTY SAND WITH GRAVEL 6.4' WATER IN SM EL=1.2 .��0 _~`�--1 �• L •b� WITH GRAVEL SM BUFFER 10' WIDE moo ' � ��0 /' \ ROCK REVETMENTVvw MIX�EDR SAND 50, WEfIANaS �� � PROPOSED 1�� / 'S°' .'�� ���d.,�� WITH GRAVEL SEiHACK POOL FENCE /� tti',y°• 4 yd' pQ �4n`�¢ 4 HIGH ec 13' SP l CLEAIVOUT t�' -'. POOL ORYWELL (8'OX4') 100' WEII ANDS PROPOSED SEBAC (2) B'OX4' DRYWELLS Q ' 'k� •�� \( Av_ 2 -a - 1 o UPLAND AREA'n 13.267 sf. �'� - ` 9" �'�o. °fir ,�` ` ��i` ' PRop SYSTEM PROPOSED 4q. i F jA p., .� LOT COVERAGE S.F. % UPLAND ' 0y b� �' o ''°r 'n yd ►' 6 CEN5 a OwTS RESIDENCE (FOOTPRINT) 1557 11.74% HYAIR PUMP POOL, DECK. STEPS. BE AND PORCH 896 6.75% EQUALIZER VALVE (2) TOTAL 2453 18.49X 50% EXPANSION AREA I/ DRAINAGE B f {e�y \•���o �o��f `� (MMATT 3EA) ROOF AREA- 1659 s.f. 2 RAINFALL- 276d STORMWATER 8-0 DRYWELL- 424/ft:.6.6' REQUIRED PROPOSED �� 3 �`� �y PROVIDE (2)-VOX4' DEEP ORYWEIIS WATER LATERAL - 8 , +8 j?• �59 g ,`��a7 i PROPOSED GRAVEL DRIVEWAY � �y�,a •\�e2���,\ ` 'Sd,, Sheet 1 &o ASPHALT TO , PROPOSED CONDITIONS SURVEY �� BE REMOVEIED �'�:Nb, � �� e��\ fj® ,o Jt, ' rLq .ss, Island View Lane (Avenue) Certified to: Survey of Lots 38 and 39 I PAUL ERIC WACHTER AND SUSAN COHEN WACI:! .- _ AMENDED MAP A PECONIC BAY ESTATES FILED MAY 19, 1933 AS FILE NO:. 1124 i situate at j ,Michael W.. Min- to, L.S. i LICENSED PROFESSIONAL LAND SURVEYOR Arshamomaque NEW YORK STATE LICENSE NUMBER 050871 87 Woodriew .Lane Town of Southold �. Cen tereach, N.Y. 1.1720 j ti _tee. Suffolk County, 'New York PHONE/FAX: (631) 580-1202 CE.LLUlAR: (631) 766-9714 District 1000 Section 53 Block 4 Lot 15 EMAIL: mikemintolsP eOgmail.com j Scale .1 "= 40' Surveyed September 21 , 2017 Fuji Clean I/A OWTS w/ PS® a eo z SS9, W za•?ca 2 `39 e PROPERTY OF WACHTER 2 ' \o /v• W_ c 2295 BAY SHORE ROAD GREENPORT 9�2, F \o SCTM # 1000-53-04-15 \ W aD TOTAL LOT AREA = 29,932sf �+ z z 0,0 GROUNDWATER MANAGEMENT ZONE IV; \�� �o\\ '5C�j F OG ALL PROPERTIES WITHIN 150' VACANT OR SERVICED BY PRIVATE ON SITE SANITARY DISPOSAL FACILITIES �j,\ °- \ S/ AND PUBLIC WATER SUPPLY. THERE IS NO PUBLIC SEWER DISTRICT THAT SERVE THIS AREA. NO UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN 04 SANITARY DESIGN; AL �.� ti� �+, o��cij� 4 BEDROOM SINGLE FAMILY RESIDENCE: 440gpd DESIGN FLOW � �4 PROVIDE (1) FUJI CLEAN CEN5 600gpd I/A OWTS 4yJ ® ENGlN4 MOST RESTRICTIVE SOIL HORIZON W/IN 3' BELOW PSD; SILTY SAND W GRAVEL Q °gf`\ ` \p TABLE 13 PERC RATE 45 MIN/INCH: 1.2gpd/sf - --? z 440gpd/1.2gpd/sf= 367sf BOTTOM AREA OF'TRENCH REQUIRED 1 13' OF 39" WIDE TRENCH REQUIRED - PROVIDE 120' TOTAL ABANDON EXISTING SEPTIC IN PLACE �'�cf ale _ ` JIL �roj \\ oz�Z INSTALL NEW WATER SERVICE FROM PUBLIC WATER MAIN TO RESIDENCE ,�� fee - `� �Q `\ Woo, SANITARY SITE PLAN BASED ON SITE SURVEY AL J"w-0 LOTS 38 & 39 AMMENDED MAP A PECONIC BAY ESTATES . BUFFER 10' WIDE FILED 5.19.1933 MAP No. 1124 SCDHS APPROVAL STAMPS F,MIZ a MICHAEL W. MINTO, L.S.P.C. DATED SEPT 2017 LAST REVISED JAN 2021 \ ROCK REVETMENT \�� of 53 P o �o�W< ELEVATIONS REFERENCE NAVD'88 aeo°ey>e �0000{ti�Fo �� o 0 Zgw�o WETLANDS WITHIN 300' OF PROPERTY AS SHOWN 50' WETLANDS 00 \,O\ �\ O O \°q�p\� �° ,° ,\'� �<a ow Qo SETBACK '$ ees .\\\Q ya QC� � �O<c`',�p O .�P O• o PROPOSED STORMWATER COLLECTION/CONTROL AS SHOWN `> ego • F\ // \Y, o /,o'��� POOL DRYWELL �'� a��e `;• ,O �� �/ POGo�aoo 00 oa�o oeo o CL APPROVALS: TOWN OF SOUTHOLD ZBA PERMIT 7429 DATED 12.29.20 0� y�< I, �\ Oo�\ TOWN OF SOUTHOLD TRUSTEES PERMIT 9871 DATED 4.14.21 (8'OX4') o 15' NYSDEC PERMIT 1-4738-04756/00001 DATED 4.27.21 100' WETLANDS SETBACK '�� * 9 F\P \\\`� / Q, Y Ld Pp U CO to eta DO �� A darrmxammxa z y_ 2/s, Qe O•o0j 20 o BACKWATER mdmartace rhAhycctmmte�vu�ause 3< MIN' ) e..pletedf—WW--__.proof ��. x4' •^F , ��p 0 6 CHECK VALVE o po yP y / 8'0 \ ,O z4' Q`i 'L, f EQUALIZER ENGIN�R'l CEn T1' '—RCe.mm P/j O/P �. /ti �2• • /@o' \ 9 ch VALVE SUlN,x P.E.OR R.A.Cdnrvsnrwn 9e \ / -50% FOn INl�L4TION ANO CON IiRUCiIOM os \ +\X EXP AREA (2 TYP) Or IA/OWTS Z P/10/f `♦ 1 FeN F,nwe Avrnoot�. Q Q \ y°• CONTROL PANEL —1 poyPryioof `\\ dam° ro s LOWER & VENT IA OWTS Fu'i Clean 0- \\ 0i y, LEGEND � 2, (2) 39��X60' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LLJI I GEOMAT 3900 000 CEN 5 IA TREATMENT UNIT PERMIT FOR APPROVAL OF CONSTRUCTION FORA LLJ W PSD SINGLE FAMILY RESIDENCE ONLY �O c7 HYAIR PUMP Fn OEL z 8 \ NEW WATER _ _- STORM DRAIN DROP INLET =z — SE�VIQE TO DATE 10�1�2021 H.S.Ry,, O, R-21-0856 U(�W o EX MAINS \ / $0 ROOF RUNOFF DRYWELL APPROVED �'bb Q W x FFOR MAXIMUM OF 4 BEDROOMS cn P�00 f EXPIRES THREE YEARS FROM DATE OF APPROVAL 0 �Q 0 a Water line.must 6o inroected 6v the O m N DoPt. f Hoalth S."i.." _ ASPHALT TO Call(631)852.575A,as h�oN„in N v \ \\ advance,to fchedde impectian(s). N 0) N BE REMOVED 1 �O N z Ede>>3 J �iNs N /.. 0 y SITE PLAN :SEC. OSl S6' — I- cn /® W 0 m a Avenue z L S �, Island View Lane c � N SCALE 1: 40 �FOA p835a� ���� w ° Z UM R�FESSIONP m o O < 6 p -1/2- VENTILATION PIPE t / scum BAFFLE B (� CU r0 z CHAMBER Volume(gal) III Q a 2'-1�' 2'-7" 2'-1 Ql Sedimentation Chamber 277 SPECIFICATIONS GROUND W C4 to MODEL MAC 80R ' RECIRCULATION (25 Anaerobic Filtration Chamber 278 AIR FLOW 2.8 CFM TO BLOWER Z Z z AIR LIFT PUMP (3) Aerobic Contact Filtration Chamber 127 NORMAL PRESSURE 2.2 PSI z > m Storage Chamber fi3 POWER 120VILOA/60Hz p Disinfection Chamber OUTLET CONNECTION 3/4INCH IA CONTROL Z <? TO PUMP W tr m \ / © 4 WEIGHT 11 LBS PANEL co toVo 4' INLET PI 4' OUTLET PIPE Total lume 749 POWER CONSUMPTION 55 W z z 7 \ 4 ® 20A TO ALARM FLOAT x 00 E 4' AL 1 X JA SPECIFICATIONS installation/Operation&Maintenance Notes: Of W to Install blower on appropriate base.Ensure adequate ventilation Anaerobic Media PP/PE Filling Rate 1 32% and protect against sunlight 200A 10 M (�!1 • \ Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Maintenance requires a trained technician. / \ '--EFFLUENT o -For maximum efficiency,inspect and clean internal air filter METER 9 N 1 1 AIR LIFT PUMP Aerobic Media 2.PP/PE Filling Rate 57/o ® ?�s INLET BA --a- once every 3 months. MAIN D] � O X,Q Blower 2.8 cfrn Replace diaphragm/valve assembly once every 12 months. DISCONNECT Tank FRP Hard wire blower to lA control panel. Q Piping PVC C) 15A TO BLOWER RECIRCULATION PIP VLOW BAFFLE /2- AIR INTAKE Access Covers ID TUF-TITE w/RISER SAFETY L Pa�, $ FLOW OPENING (TYP. (CLEANING OPENING) B Disinfectant(Optional) Not used } HYAIR CONTROL TO PUMP FLOAT PLAN VIEW I PANEL ® ENGVN TO ALARM FLOAT 18' MANHOLE(TYP 18' MANHOLE (TYP 24' MANHOLE(TYP 4' MANHOLE g LO 5 1 0 ACKWATER - OW OPENING 71„ o<j N 8 z"¢} �^L� OARD TYPE i E L E C SINGLE LINE z N Z CONTACT MEDIA.._ 6j" SCALE NTS <= o ��c=o5 ECIRCULATION N O O N © ASSEMBLY 5'-5" QQ i f-4j„� MIN. • • ®. zowwo �/ 2 O \ / 4'-5" 4'-3" /� 4'-3" EROBIC MEDIA BLOWER DETAIL SCALE NTS O ERATION ASSEMBLY CAPPED OR PLUGGED N CASTING TO GRADE OR SLATE COVER } m SECTION B-B VIEW FINISHED GRADE w ADJUST TO GRADE WITH N.J. SHALE 0 RED BRICK & MORTAR (MIN. OF TWO w SECTION A-A VIEW "•' A °� COURSES & MAX. OF 15") s ar x�1z x�71P silt M H ac .41 e 6" LAYER OF STONE (rw ar 4) MAINTAIN MIN. 6" SEPARATION z BETWEEN BRICKWORK AND STRUCTURE UJI CLEAN CENS DETAIL 0 L. 4" DIA. 30'BEND M SCALE NTS s .MIN 6• MIN 1,I8, 4" SANITARY LINE 2'MIN FROM RESIDENCE 60'WYE BRANCH m 21 MN,' - 4" SANITARY LINE a z TO SEPTIC TANK ¢ TEST HOLE BUOYANCY ANCHOR DETAIL FLOW FLOW SHAWN BARRON MS TYPICAL GRAVITY HOUSE CONNECTION 10.23.18 @ 15:48 NON-PAVED AREA CLEAN-OUT DETAIL NTS 7 2'f' 0' CONTROL PANEL MOUNTED TO SIDE OF BUILDING CARBON FILTER ON 2" VENT PIPE (n Q BLOWER IN SECONDARY 18" ABOVE GRADE, 3' MIN. FROM J Q SILTY SAND SM PLASTIC ENCLOSURE ON DOORS & WINDOWS Q W GRAVEL MOUNTING PAD - HARD WIRE. I-To CONTROL PANEL W W 24" TUF-TITE HOPE LLJ 18" TUF-TITE HOPE FLAT LID OVER 0 �—0,_O FLAT LID OVER SAFETY LID 2" TO 1.5" o a- z GROUNDWATER AFETY LID HEADER 5' HEAD AT DISTAL PORT � ==z a -6.4' BACKWATER EL. 1.2' - HOUSE FF 9.5' CHECK VALVE (w UAW o WATER IN EQUALIZATION SILTY SAND SM GRADE 5' JUNC BOX VALVE O Q -� W GRAVEL GRADE 6' O m w -6.8' I.E. 4.5' c (� x I.E. :'GEOMAT 3900%;''' L0 o I.E. 4' I.E. 3.8' I.E. 4.8' :,::[.`•;:> ._,:.: :,:`- r- rn : ::;.`:.; MIN. 4"4 SDR 35 PVC 45' { '„'.::•.a.,•,t;:•.}' BACKFILL MIN 4' WITH N Q CV 3 PIPE PITCHED a"/12" 10't °;'i ;;�::;;..:;•::;, ASTM C33 SAND !/v ¢ WATER IN WITH SLIP RING CONNECTOR ? ,ri;+,:',r :•,1.:;:�,T:�.:: BELOW TRENCHES sy o MIXED SAND SP TO 2' CAST IRON EXTENDING W GRAVEL OUT OF FOUNDATION EL. -.5'� - HIGHEST EXPECTED GROUNDWATER ELEVATION 1.2't o w W CLEANOUT MUST BE INSTALLED ON EMPTY TANK BUOYANCE � N t -13 THE IA OWTS INLET WASTE LINE CENS 7,210lbs PROVIDE 2 Y m z ALL UTILITIES REQUIRE A 5' MINIMUM 1.78CY MIN. CONC CFO Da35aq �, o ¢ ca TEST HOLE SEPTIC PROFILE W J < UM SEPARATION TO THE SEPTIC SYSTEM. 8'x4'x20" SLAB10 SCALE NTS TOTAL VOLUME 2LBCY SCALE NTS ROFESSIONP o o o W W w Finished Grade w w I W Finished Grade Z W W a a wa.r:,N a Uz N • zz�1�t. C7E'¢eiM z .at;z�; W �D<fm 1.5" Sch. 40 PVC Distribution Pipe 1.5" Sch. 40 PVC Distribution Pipe z z a s"H Orifice Holes @ 2.5' 8"H Orifice Holes @ 2.5' O) 18 to GeoGuard Orifice Shield GeoGuard Orifice Shield x c8 Native Soil and/or Native Soil and/or GeoMat CoreGeoMat C ore Specified Fill " Fabric � \ Fabric- l Specified Fill\ ® oN11?� 1 39" 24" 39.. ® ENG1N GEOMAT LEACHING SYSTEM GEOMAT LEACHING SYSTEM PumpSelection for a GeoMat System Cross Section Cross Section y z 0 Calculations for a GeoMat System Orenco Effluent Pumps o a;vi 48" PF10 Series Orifice Size 1/8 inches p 400 1/2hp to 1hp p?N z ASTM C33 SAND FILL Residual Head at Last Orifice 4.0 feet -` pF1010 Orifice Spacing 4.0 feet F1 w z w Number of Laterals(all zones) 2 -.� <N w o mm Perforated Lateral Length 70.0 feet i o o o g Non-Perforated Lateral Length 0 feet 350 o Z o r`O PF1007 Lateral Line Size 1.00 inches F o w w Q ao5m� Lateral Pipe Class/Schedule 40 Z0,00 w u- Distributing Valve Model None a w Manifold Length 5.0 feet 300 Manifold Line Size 2.00 inches Manifold Pipe Class/Schedule 40 U Valve B o X Lift to Manifold 3.0 feet U Transport Length 100 feet _50 PF7005 to Finished Transport Line Size 2.00 m v/ v/ Grade Transport Pipe Class/Schedule 40 inches PF1005 fc o Discharge Assembly Size 2.00 inches Y Flow Meter None inches 200 w Cleanout Calculations U & Distal Head Port Minimum Flow Rate per Orifice 0.39 gpm 150 z Number of Orifices per Zone 36 w Total Actual Flow Rate 14.2 gpm0 N U m Number of Lines per Zone 2 :2 %Flow Differential 1st and Last Orifice 82 % Orifice } Distribution GeoMat Fabric m� Lift to Manifold 3.0 feet 100 � Z Pipe Residual Head at Last Orifice 4.0 feet Shield Head Loss in Perforated Laterals 0.8 feet Of Loss in Non-Perforated Laterals 0 feet 0 Head Loss Through Distributing Valve 0.0 feet 50 Head Loss in Manifold 0.0 feet Head Lass in Transport Pipe 0.4 feet Head Loss Through - - - - - _ - - — - ss Discharge rg 04 feet Head Loss Through Flow _ Meer 0.0 feet 0 � Q 0 5 10 15 Total Flow Rate 14.2 gpm Net Discharge,gpm J 0 TDH 8.6 feet Q C)_� LtJ �W~ �Q�O GEOMAT 3900 PUMP SPECIFICATIONS =0z GEOMAT 3900 DETAILS SCALE NTS 0 Q�LLJ L SCALE NTS � LI 0 �m0 a FN rn roM N w a W � � w r m �Fa 0835B" � Z � AR�FESSIONP� Elf I w Z U- ui 3 m ¢ Of o 0 ¢o N n THE EXISTENCE OF RIGHTS OF WAY DRAWN MM CHECKED MM REVISED NOV. 2023 DRAWING &JOB NO. 23-984 Area EASEMENTS OF 29,932 s.f. ANY, NO SHOWN ARE NOT CORD IF GUARANTEED. L� A I D ALTERATION OR ADDITION Premises known as: TO THIS U EY IS A VIOLATION OF ELEVATIONS REFER TO NAVD 1988. SECTION 2 OF THE NEW YORK STATE A CATI W. # 2295 Bay Shore Road, Greenport FEMA PANEL 36103CO159H JAN 2 4 PIES HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Test Hole Data �� � � , g� VALID TRUE COPY. CiVdti4 G7+`'O GUA ANTEES INDICATED HEREON SHALL RUN PROVIDED BY SHAWN BARRON MS I ONLY TO THE PERSON FOR WHOM THE SURVEY 10-23-2018 ( lam IS PREPARED, AND ON HIS BEHALF TO THE 0' EL-7.2 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- SILTY SAND TUTION. GUARANTEES ARE NOT TRANSFERABLE. WITH GRAVEL 6.4' SM EL=1.2 �� Ss9• �eryoti y6 WATER IN AJ' `oc�e SILTY SAND 39h tier go t �• WITH GRAVEL SM 29) F ti6 ,o `\o -h�� 2 �� WATER IN MIXED SANG WITH GRAVEL �IO Off" u'. v'.` r G O,y O_ �4 Ci � O IL • � AL PAL 7�6`��' �. .• •SS 6F \ OyJ BUFFER 10' WIDE ROCK REVETMENT �p0 ,VAS \`�`-- / y oj +G�o 50' WETLANDS b T�PA, '°S SETBACK & y �o0 oop��10 Pe• (3 tz � �cv oo G ,gm o / Go�P�o��O� A o PLO �o\�o boa o1 p� /�. -2\ 100' WETLANDS eb �b� ' o� e boo+ 1 y� `� �f( 6) SETBACK 2 QpOO'�p`, G0 Z0 4+e b > r ne qRy b UPLAND AREA= 13,267 s.f. o`bra ;sue'co°s �� h ?�19 . °ytO' h' o�°a e� t ,p� F LOT COVERAGE S.F. % UPLAND Q F°GO % '\�+ '\,�st `�°r�Z �• �D` \fie �o� M°O d �5 b` & •�; �°.�c°Q�h y1 JC, 1`� RESIDENCE (FOOTPRINT) 1576 11.88% ,poi ,c� bC� 1 POOL, DECK, STEPS, BE R/O AND PORCH 856 6.45% +yes 9e a� V, Q sf� �s ��, �bti TOTAL 2432 18.33% Are �e'l dr° h �r bo Q A0 N\\,�0 ,����ef Q� �� �`�,� 0f NEW_ AV g2y �'e?3�8 s a �P P,EL W M �9B �t�OfP9 i CO 4 Spa s9 � ,99 r O > � "age �'•�a kg ``.� .s � `AND s rGq �ssy Ro Island View Lane (Avenue) any Certified to: Asbuilt Survey of Lots 38 and 39 PAUL ERIC WACHTER AND SUSAN COHEN WACHTER AMENDED MAP A PECONIC BAY ESTATES FILED MAY 19, 1933 AS FILE NO. 1124 Michael W. Minto, L.S.P. C. situate at LICENSED PROFESSIONAL LAND SURVEYOR Arshamomaque NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Town of Southold Centereach, N.Y. 11720 Suffolk County, New York PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 District 1000 Section 53 Block 4. Lot 15 W EMAIL: mikemintolspcOgmail.com Scale 1 "= 40,' Surveyed November 21 , 2023 THE EXISTENCE OF RIGHTS OF WAYAND/OR OF DRAWN MM CHECKED MM REVISED MAY 2024 DRAWING & JOB N0. 24-316 Area= 29,932 81 ANY, NOT H WEN ARE NOTCORD IF GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Premises known as: ELEVATIONS REFER TO NAVD 1988. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. # 2295 Bay Shore Road, Greenport FEMA PANEL 36103CO159H COPIES OF THIS SURVEY MAP NOT BEARING Health Dept. Ref. #R-21-1856 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Test Hole Data THE LOCATION OF STRUCTURES AND UTILITIES ARE TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN PROVIDED BY SHAWN BARRON MS BASED ON INFORMATION FROM OTHERS. ONLY TO THE PERSON FOR WHOM THE SURVEY 10-23-2018 IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 0' EL=7.2 LENDING INSTITUTION LISTED HEREON, AND . TO THE ASSIGNEES OF THE LENDING INSTI- SILTY SAND TUTION. GUARANTEES ARE NOT TRANSFERABLE. WITH GRAVEL r 6 eoa 6.4' SM EL=1.2 WATER INSILTY , of NEW WITH GRAVEL SM P�� El yO 2'9� ,9 F �ti61 i�90 �o IN 6.8' ,j,P ro M 2 \ ICJ WATER IN * �� ^�� rS @/ n MIXED SAND �.�' ��5° o`'� �� oo \ WITH GRAVEL a: �j �� cr\\ fo o/' _ / •� 4 s SUFFOLK COUNTY DEPARTMENT OF HEALTH SER s�1,�+�--4'\`\\ \\\� C0 o��Q. APPROVAL OF CONSTRUCTED WORKS FOR 5 01 _'�` /4 A SINGLE FAMILY RESIDENCE � ���• /'� �`�� •`SS�\6F \� • Q� / 2 \o �� ate:-_,IUN 13 2024 H.S. Ref. No. R-z.I— 1 g5 cv o � Foy P� '`• � -\--_ 9aTP,�`�I` e sewage disposal and water supply facilities at this location have bee`, 4oP Inspected and/or certified by this Department or other agencies ► found to be satisfactory FOR A MAXIMUM OF �j BEDROO M �p� +��°`o . /.,��o �\ `VIP \` � BUFFER 10, WIDE \' -tip 'rR Nr �0�5 ���, `.\2`_4 �,.G o o ��Ga \I�,h� 114 CRAIG KNEPPE§0,P4_ILANDSEF � OFFICE OF EVASTE900& GEIV1ENT ���G ,// i 000G� ° IQ / e`oo�a j,�c`_oa o0� \eo° \O O a0 zon (41 100' WETLANDS ae �� .°, , o1�e 6�� \ �' � B) y� Q SETBACK a10 All G\� � 6� 1� �� 6 � 0 d'�• I�NfeoU ry�ti �Q� �O\,QO Oc3 QOQg `°' ��°°Q°\\ �o°j� o,a��¢�• ��>• oL°, �LI0/���b 1� �j'- �O. 6`16 UPLAND AREA= 13,267 s.f. �$ s ?`f� y� A t� +8 �� LOT COVERAGE S.F. % UPLAND Q A, ° \o°°y e rr ?off,. °, ?� QY� Q °o f/ono� �t��\/\�j ���o,�P y� 4� RESIDENCE (FOOTPRINT) 1576 11.88% c� POOL, DECK, STEPS, oy�4jPn `� ,00je a, • � • >> B ` / •,�.0 6' c�`a BE R/O AND PORCH 856 6.45% A` %��y�'Oq,� �\ TOTAL 2432 18.33% rr- . oyo� cQq oA �• 0 40 6 'S eir'o�`i + eo J Sanitary Ties A B C �� \p�G.t. CENS 41 53 PUMP 44' 60' `8_, LEACHING NW 56' 33' 110 NE 57 35' ,(�L �'"„f •, a ��.,, Doe 9� k824 `� 8 'sue, SW 144 33' SE 19' 35' o �61 AA al 0 13 " s Sl6 6Y • Island View Lane (Avenue) Certified to: Final Survey of Lots 38 and 9.. PAUL ERIC WACHTER AND SUSAN COHEN WACHTER AMENDED MAP A PECONIC BAY ESTAT S�r- FILED MAY 19, 1933 AS FILE N0. 1124`�'" Michael W. Min to, L.S.P. C. situate at u LICENSED PROFESSIONAL LAND SURVEYOR Arshamomaque :...s a C, NEW YORK STATE LICENSE NUMBER 050871 _ r 87 Woodview Lane Town of Southold ` • � '• • •> Centereach, N. Y. 11720 ' PHONE/FAX: (631) 580-1202 Suffolk County, New York - W EMAIL: in LLULAR (631 ®6 714 District 1000 Section 53 Block 4 Lot 15 P 9mai Scale 1 "= 40' Surveyed May 1 , 2024 0 C.10 -T. WACHTER R E S I D E N C E GREENPORT, NEW YORKra PROJECT=—E ARCHITECTURAL DRAWINGS CONTRACTORS&CONSULTANTS C-00KINE construction GENERAL CONTRACTOR AND PROJECT MANAGER: FOKINE CONSTRUCTION 21 N—F.n Roan 21 North Parry Road Shelter Islmd,New York 11964 Fa,631-03 Tel.631-749,213D F—631-1130,1133 folunebuild@hourruil.corn I —FoldreBuild-m STRUCTURAL ENGINEER: JOSEPH FISCHETTL P.E. WACHT R 1725 Hobart Road,PO Box 616 RESIDEN Southold.New York 11971 Tel.631-765-2954 2295 Bay Shore R.c Joaaph@F4die9toom I—fischettieng—aring.00m Greenport,NY1. ENVIRONMENTAL CONSULTANT: Data: o4A17Ro2o UFFOLK ENVIRONMENTAL CONSULTING,INC.-BRUCE ANDERSON,M.S. Soal. Aa Noted Newman Vilap,Suite E,2122 Maki rfte.S P.O.Box 2003. -N— Euldgehampton.NY 11932 T9. Tel.631-537-5160 F-631-537-5291 COVER Dwg.No. A—000 PROJECT DIRECTORY 2 Y l . ^� wewvu muFnrm - /uvrrs, rwurm vum A1162070Z0 vra=nat.rarr..la:. v/sra ss i _ Fvon If<Oe.�`0� 5 z / — a.wel.w.a . �ORs � rvuwre--T—�— Ppb •FOsO I SSE° q� ,� wv 2 PROPOSED SITE PLAN KEY \ l�,F+ O y SFa va•=taw• .Pd ® Sa �—�.uunu.ren _ .1v � .avv�mcxrvmvFm°w PROPOSED NEWRF r O S1 aBEDRODN �, r `ORINE COOSLNCGOII § o 21 N° Ferry Rvaa 51mM lslanQ New Yerkll9 T.I.e]r.Tt921]0 FERYWW ONVEWAY Fa 6]18104133 www.Fekameu116tom RE �iv0.E �t�¢� iQ m]T✓m EufwFfRPle )) WACHT OPN1 y RESIDEI�1 �� r 6, ���RONT SETBACK ';� UPLAND AREA _ _ 13267 s L �O n � 2295 Bay Shore -2"a`y°�' GreerrpON,NY 11 20%OF COVERAGE 2653 EE e� °ryO'E° FIRST FLOOR 1608 f. �m oalaerzom SECOND FLOOR 944 s ���o ar,�r,e,,, ' \ev sme: Ak NdN DECK _ 475 sqL �® Nav: 11Rn.wnnannmee.:mr, GARAGE 0 SqEjTi6v POOL 261 f. SITE PLAN COVERED PORCH 148 .-.. - Dwg.No. TOTAL PROPOSED LOT COVERAGE SQF. 2492 s f. �k_001,F %UPLAND COVERAGE 18.79% H PROPOSED SITE PLAN 1 NOilin Schetlule ¢wavm® / rau awn ow.wvw¢svt airs 01 m uuuoiva ew°I% _ e° V+/ro zm �/f�y�"p aim vaswcmrot MiP ® '�"�1 wm enesen.+.rnvew tz/Sn9 nypaB?ry—� J Required Connection Detail - �O`co, GABLE OVERHANG DETAIL O�y�v C, — PIPE THROUGH ROOF DETAIL ® Q mra PMO_ Floor Joist Notching AtCenwr5pans p w a slrtueuvu+aa�r,�unwu.n°mwv As per 2015 IRC R502.9 ua�k�wi�epo�mm�aw[ ra wn;wsroua°kumrwav warrswn i o.nuoa k�ttranslwurt�m rznraw>K�sur�nc � wvwma4lwHrwwa°cranvsRcaea! rm�u� � J xear.� t o-..imnf l— WE ramrxota mnwos vmm mwamvn Floor Joist Notching At EndcondIuon9 OKINFCOnstNction SOFFIT VENT DETAIL AS Per 2015 IRC R 02.8 \\� w( 21N° Fenr Road SMiler IdaM,New YOA 11964 �� p ipe ar Condui wwmawm-m t t n�^� M1E \p ��.wi'.io�.iv www.Founeeuna.aam IF /M®� \ Cutting, Drilling Floor Joists rrr�� As per 2015 IRC R502.a WACHTFR RESIDE RIDGE DETAIL ` 2295 Bay Shore R a ., „�, Greenpod, y.Wea vesocn�w rtaeum[mrtrvan Data: 0aN2/2a20 I A.NNW [J:SYOYK4s1+ Nate: 1f r f)-oen lwtmteduele W. TYPICAL W,o Gt STRUCTURAL ...... . DETAILS Dwg.No. Corner Stud Holddown Corner Stud Holddown HURRSCANE SHUTTER DETAIL A�oOG Detail-4 studs Delon-3 SWds wy blocking SWL fye-.r-a- (1--AT ALL WNDaM) iDM�Ra�a4M,6 - ��a� aD AUo2wor]�•.�. neo-.en.r..ermwro 4O GOl WINDOW SCHEDULE yr NO- MANUFACTURER MODEL NO. TYPE FINISH ROWIDTH ROHEIGHT GLASS 8 DIVISION U-Fe4Wr SHOD REMARKS 100 ANDMV44008erks Q511RI F Goss ZO' T•0' 101 ANDMO44WSerIn MH2042 Double Hung 221/8' 4.47/8' 102 ANDERSEN 4W Ser. WDH2092 D bla Hung 221/e• 4'4 T/e• --_—te.um SW ANOMR 400$ y/DH26410 Cuss Om 5.8' 613/8' & O mmr 1w DEMS 4005e— M112042 Double Hung 22 Le' 4'4 7/8' 105 PNOERSEN4005erWs MH24310 Double Hung Z6 L8' 4'0 T/8• Q I 106 ANOEPSEN 4005erlbs -H24310 Double Hung 260 4'0• ® ♦T er S 3�5 E �m i 1 S II I I Se I AANN s C%1Y155 Dusimn SBz6ro'• Ss•8 de (4)Mm C_o ON 0se 21 c Pi0G0 Fled CJav 301/T BO• 7. DERSEN 4..11es (3)AN21 DasWn 6Y' 1.11• fdd 313 M.4005— (3IAN21 D _ 6'6' 1'SS' 112 DERSEN4W6e— WpX2042 Double Hung ZY 55• in ANDERSEN 4W S,b MD 2 Doubt Hung 22' SG• r�e 119 ANDERSEN 4005edn 1VD-2 DaubW Hung -' 22L8• 4MT/8• 335 AND VN14005edes Qs(UD ibN GNss 2Ty ]VY I -sm 200 ANDERSCN 400 Saps -O 12 Doubt Hung =LB• 1T/8' ,� 201 MIDEASEN 400— WD ml ...Hung ,'. 4'4 T/g ,1 .r 2Q ANDEli5EN4o05mWs 2062 Double Hung 221/e' 4'4]/8' 203 ANDOlS N4005ed0 13)AN21 QNam 6,a` 1'11' 07,11 209 gNDER 400.dn A21 AwnMg 2V Le' 2D Lg' OKINE CODSVDCLIOTI -1 205 M'DERSEN4WI- 1 PAmNB ZO` 27 5� •�+ 206 ANDER9 .WSebn (3)WDH210410 Cus,an Y6• sm3m EGRMOOMPUANT 20T PNOEtSEN4W Sedn 13I W0H210430 Cus101n 9'6• 533/B' EGRESS ELMP 21 NoM Ferry Road 208 DERSDV4W Sed49 (2)WOH210430 Crarom 54' S2 L2• EGRESS LVM $h9Rerlsland,Ne York11964 ` !� 2W MDEnOV40o5efin (2µN21 Cusom 4'411• Tw !9 210 ANDEfSEN 4Dp5erles (2IM'21 Custom .L6' 1']3' h1.8]f•]d4T110 FaA.6]1dIWd,1l DOOR SCHEDULE xwFeElnaBURb.wm T•..w- OPENINGS NO. MANUFACTURER MODEL NO. TYPE HARDWARE U-FACTOR SGHC GLASS&DIVISIONS REMARKS WACHT Pf " ROWIdtN ROHelglt O 1 -I W1 W. 6 , 52• fi9• rs T� IHERMATPV T9D. S S"en a 3'2• ]',• RESIDEN 1 tM iXERtM1RU 160. Sw Ste a 29' )1' ,v� t tot ANOE0.5FN 4W SERIES (YM29611A4 s Sm a 2'1i' Tl' p I f-euru.rrrr� 1W ANOEM.—SEMES WG 20'^• Sri 11'93/4' g0' IBM, rin C T 1M ANCERSEN4WSEAIES fVIG10fB0.3 Ydm 9'tl 3/4' Rl• A t0s re0. s Z2' n• G,,npyShore Roe 1W TwD sun a 24• n• G enpDO,M'11944 tW NSTOM C 62' n' 1M igU. Sv. Svn a Z6• T1• D.W: WI02R020 1W OJSTOM Caad Z4• T•r s! tfo tgD s Sim Z6' Tt• Scala: ASNab1 •I 111 Teo Cmd 2Tr n' Nala: if Al]-arc Paynoledvsle y 112 NYDM C-1 2- 71• nw - 111 ED s 2'6• T1' -I-- TW MD s _a Ze' 69• SCHEDULES 201 T6D 26' 69' M2 TED S Sim a 2T0• 69' 2W CUSNIM CAVM 210' fi9' Dwg.No. 2M iBD. Sve Slm a 2.10- 67 /•��To6 CUSTOM Ca 2.10• 69' A-003 9•-+" TW LE, 5 Shn a 2'10• 69' 30T NSTOM Cased0 26' 69' TM Teo. S sun a 26' 69' l nttrvm aa.m xwroeer � - AU6 a 0 iaL1� ��.en-aw lyyla "� �0 Dcev arayuls o or G I I ( I I I ---------i GO I __ I i , I __—L___________________________________4_� �J- I i b 1 IoaI 01 r41• uromra...umraa i � - I ��jI f'FOKINE conStructi.n T _ I r i r 21 North Ferty Rasa I r-�� ,��ai�� 1--I I Stlelhr L4anC,Now Yvrk 11966 ' I ' I I I I 1 f¢BlldlWtll II I I www.FWlro9ulldcom I I WACHT R o"eyr tlI I FINAL MAP RESIDEN '' i_ REVlE�VED 6YZBA s �',a,+` ®I I_wm ,_ s _ Q sEE csclscou n]i� a a __; 2295 Bay Shore Roo------------------- I � DATED ,l�ICJ _ Greenporf,NV 11994 MN.tw -_- ®cl _— - - Note: f1a11-ono Aeamkdudk I TCte FLOOR PLANS Dwg.No. -- - -- - A-100 BASEMENT PLAN�_ --- —- OC\ n 4 -- I I I I i I ❑ (D-C; .4-�` �..M V f l— __--_____ ___�_________—_____ _—_ _.4 1 = f'OKINE COfISkNCklOf1 lb Sleitmllstaltl,N VOM 1196a 0 Fac 6I1d101f]J 01.Q v�°e�am� � � u r� — �O wws°unreenemm mm �! FINAL MAP REVIEWED BYZBA ' SEEDEGSIONq]��L° WACHTE p DATED�,I �i�`"✓ -- ------ RESIDEN v 2295 By Shore RE ``��ss°w` — G—poN,NY 11944 V1.1 V / \ Gale: MIOlRMD I V I I ✓ I Sral°; AC Noletl �,_-� I sr 1L nW _----L __ — Nofo: firfl-°nene9'mlaU.•m'e FLOOR PLANS Dwg.No. FQiST FLOORAREA:16a65pF, A-101 FIRST FLOOR PLAN, 1 - sR 3NA AUG 2 92020� Y I O� I G I —� I j � fr»tm Yr n y .I i I ____ WaoiaPeMuN Ya SS I � WMroxmnn I I I - I ❑_ 1 1 , 1— -�". I 4' aEoaoe' I I I DNS, — ; � uemboueta. I I -- �---- ---- — — -- --- t I L — FORINE construction y ❑ 21 NaN Feet'Roatl I 1 I I ; Sheller ISIaM,New Vwk 11960 � wuwau I t ° I 4 I -----I i 1 I I I 4 Te1.931-i<9Z133 ' � � I FINAL MAP Q WACHTEA IEVi atm'9L REVIEWED BY26p .�f� ro SEE DECISION# 'a RESIDEN i ` c ti0j�' I 229G Bay Shore ttBaa"' � OCI@OM S.I.: A3 NMed I 1 Not.: 11xf)-orm haRratetl scare Tdle '—' FLOOR PLANS Dwg.No.A-102/� SECONDFLOORPLAN 1 Srale: AUG 7 02020 Y p�F J�p� 1 I pO ' G I I � I I I urtntlts�ri¢ I 1 I - I I I n I ® I L_ ---- -----------{ FOKINECOf1SklUCklOf1 I 1 I I Sllefterl mJ,Nm Yolkl lW j I TeL6N-y<9.]IJp Faze]f2]0�11J I wwv�a4lneaWtlaaw FINAL MAP WACHTEi4 REVIEWED BYZBA FNEW SEE DECISION 0�ag RESIDEf�C '>a°�9* - ` DATED_/_/ _ E 2295 Bay Shota Roa o,,�' Greenpolk NY 1 k904 I I 1 I DYs: OaNtlN20 Scale: ASNo Abfe: 11>r 1T-mefullrNeC swh I I TIUe ROOF PLAN Dwg.No. A-103 --- ROOF PU1N f aue 2 o mm q<OQ.t`O� _-- -��__ =_=- `.O�QJG — C mFIRST W_FLOOR ---.• .... .. .— �' � f mes*4 SOUTH-EAST ELEVATION 2 �L wrra e4• env4.mm�ree k�.J !OKINE construction Im, _ 21 Na F,"Road F-Wrd 111 - ®EBB - .® _�- -= _.. ®® WACHTER Fs ,. _ ___ _ REVIEWED BYZBA 9 _.... RESIDEN6 ` �tp+ 2295 By Shore Road ew�iD m ---m -- Greenport,NY 11944 FE Aa Noted L:eeeee��-_td O� TN ELEVATIONS Dwg.No. //� ��LOO SOUTH-WESTELEVATION 1 SWe:tf<-=tb- au9z9fom C,,I LIZ— ...__. _ ... _. •� � FWSf Fea6N ROW^ V �, va•4w NORTR-WEST ELEVATION 2 �� oeeuw te�F..\-a ieoia[�ncmrr e r FOKINECOf15Yructio1 I -— �J�21 Nm F.W Road SM1eI;a NWN N—YM1196a FINAL MAP I _ � t-_� REVIEWED BYZBA �H] =-- •':'__-�I DATED CIS Nll,�a�l Ba y y }o EE WA TER RESID 9 ._--__- --_-_-_ - - _---_ — - c=i-= u•.e=b...._.. ,vi ShEofe Rn , GfeenPoR,NY 11 c nao -- -- - _ °ate: 6aN}!MO As No — _ __' — — Nate: i1+il•wpaN �ed¢ug �'�. Tithe _ oop ELEVATIONS NORTH-EAST ELEVATION 1 • �pc�%Ra Fvxs� .mw.aww.eh w.,. vun mo wvls 101 GO a..1ae1� ( j FoKINE construction Y �I max y, gam° 21 NmN Fem/Rod 11 � StreQa lslarM,Now Ymk 11966 i TeL fi]1.1�931a0 FeF.W184aJ111 i I•,� __ .____ ______ _ www.FokMaulldxom Sf3-i,:h:'pii, »oeipiruc��i,'1ah�ia4Ybe' fi•F��i fni aob®im'aS��^J�4Jsti�- �� —^� FINAL MAP REVIEWED BY ZBA SEE DEGSIDN#—H.3+�- WACHT ji� RESIDEN2295 Ba Sho. o'la' —_ {V�;+F."+src.:9at+ar .>�„ ^,y;.n:r •inwrb?suaidt';';V'I$iAr - _______ ____ �'� Gmenpnq NY 11S44 F w Sole: MNoted � IIII=IIII=IIII--I! 6:=IIII-- � °a'""s" —IIL=IIII=IIII=III:=IIII=IIII-�ii=1 =1�I:=1�II=1;,. =III II=IIII=11=IIII-1_III'=1i11=1�11' T"a BUILDING IIII=11_II=IIII=III=1=IIII —'1=IIII=1fl=11li=illl=IIII=IIII=1 SECTIONS . . =1� IIII=IIII=1➢l= I `_''_ _ —� `il._ =��n= =u=�i= = i. ,7111'=I!�IL�'L 11'lIT III-Wi= _�'"ea-� IIII=!III=IIII=IIII=01fll�llf III=1t—If==1 ' =.d=111f-r -IIII=IIII,=111.-llil,-11!1-1 -IIII-IIII-L.--IIII-_IIII illl�f IiIIII-IIII=IIII=IIi:=IIII=IIII_-°I-IIII,-IIII-=161=III I;-11111=IIII=1!a9•No. A-301 Bl11LDING SECTION 1 1 Sob:1/4•=1'-0• DETAIL I a WATERS EDGE = I'-O" TILE / o .} BORDER I I • _� - GRADE) BEAM U q U. L} / 3 � Q -- - - 934 BARS (F 12" O.C. �" U POOL VERTICAL STEEL W 3 z '4 -- GUNITE WALLS Q = H ' ® 25'-,,,fin n , .. � W - - tt4 BARS 010 12" O.G. _ 1-10RIZONTAL REINFORCING V WELD TO VERTICAL STEEL N O ih RADIUS VARIES 6" TO 24" •�: Q - - - - - -- I ttQ ON SHALLOW END t d m 25" TO 5'=0" ON DEEP END. Um ..: . d � '-- - '..r . _, PRECAST COPING PATIO t FLOOR SLAB I'—( " TILE BORDER #4 BARS 12" O.G. EA, WAY I'—( " W AUTO SKIMMER / INLET WATER LEVEL 0r 0 D ARCH �5 p,D M.qj F� pr MAIN DRAIN. -- - . ._-- =4 BARS QD 12" O,C. VERTICAL STEEL .� 1 �.' O .sTq�OF$6,lyOe', 9Y?" CLR, •°1' 4 HGR ZONTALI RE NPORGING O _ TO RESAI'•a WELD TO VERTICAL STEEL.{ LONG17UIDINAL POOL SECTION SALE : DETAIL Dra%vn Hy; ' SCALE. Date: Drawing N6.: F OF st4 i rJ3'-211 17'-4" 20'-4" I'-6Y 11 p 2 - U 41-411 16'-O" 8'-Ou CC 5'-11Y2" a — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - r —:.NT — — — — — ww - - - - - - - LI— J (2) - 2" x 10" L -A. G. Q. G I R D E R I I Z E" I L J I- - - J- - U —1 I (SEE POOL PLAN AND DETAILS OTHERS) I r — — — — — h '� ~ (5 Ca I I (VERIFY APPROVED L ATION) r -1 L — — — — r— —I ^ O O o I I i (2)- 2"xlo" I H A.G.Q. � n 1 u Q 1 u II_On 71-411 71-.411 71-411 � J 1 " L S- 6 10 -6 10 -6 I I 8 -O E Cr- II 11 Q I N 2"xl0 NAILER—SECURE W/ Q Q U DRRAMP— I %2"0x3"LAG SCREWS 016"O.G. I O I Q 0 .. — N kn - - - - - - - r 7-- - - - - -F -I - - - - - - - - r (2) — I �— 2" x 10" 1 A. C. Q� G I R — I �✓I I � � � .� D E R L — J L — J L — J Q L — J L —IJ I =1 _ _ m oo I — .r. r — _ _ - - - - - - - - - - - - - - - - - - I Ell, Q Q F.J. r l 7 r — J UP I � I (2 —L. I .L. I BEAM PKT. _(TYP � IDRYWELLI 12`x6' L — �J — L�I— J K11 — 31-0" 121-1011 _ — — (2)-1%"x117/," L.V.L. HDR. I O 2�x6e sASEMENT. ?I ...... L J J I 1 m — — I / 7 4"P.G. SLAB W/ GXG,10/10 m TJI 360 11 /B F.J. OVER VAPOR BARRIER � I ', I � 16" O.G. — — _ .• I TJI 360 117/," F.J. m��11 '1 I I rt1 A l}1 i � i C� 16" O.G. � I •� t,'•�.:ti.• •� I L (2)—F.J. = —� (2)-19/,"x117/B" L.V.L. HDR — !y' UP -tV 13FZ i X I 31_IIY2" X 17'-O}211 O I 15'-O! 411 f: = UI TJI 360 117/," F.J. r O.G. 7I ( 11 I � '.°•� � I I I I I � I � I I I I I j I I I � I - ♦ _ _ (2)-F.J_ (2)—F.J. LJ — �- - - - - - — J L - - J LX — J 7 4"m STL. COL. ON w 01 I F.J. I I 30"x30"x15" TI—IK. P.C. FTG. (3)=5 RE—BAR E.W. UNLESS OTHERWISE NOTED ^ (Y I I O m � L :.. BEAM PKT. — — — — -+- — 1. L`— L - - - _J :r - - - —(TYP.) - - - - - - - - - - - - - - - - - - � Ll - - - - — J _ -_--- - 4 - - -4- - - - - -I -J 1 s I Q � I 2"xl0" NAILER—SECURE W/ I _ %2"mx3"LAG SCREWS cM16"O.G. o � I I�I (2)= 2_ xx I O" — A. C. Q.- - - — G I R D E I R L J L — — — — — —--� L J _ _ \,qTF o418 61 Q� roll1-- - - - - - - - - --i 611 ` OFNE_ 21'-011 15'-6u FOUNDAT I ON PLAN 'NpV 17 2022 SCALE= y4"�1'-O" �+��{,,/�� 2 10/5/22 REVISED �,% G♦�oP,R1Dot A A I 7/21/22 PERMIT SET IV„Y No. Date I Title REVISIONS: Drawn By: Rl"11"1 e►c [�npt cc Date: I=ina!r PY from ZSA 7/21/22 evi.Ned Jac eats ZRA File '7 Drawing No.: 7, A w A OF 8 SHEETS JL- 1-7'-411 20'-4" (T I 3'-4" 3'-4" 3'-4" 4'-4" 3'-0" 10'-10" q'-6" O QI M U C, a W o POOL DN 0 o Myl (SEE POOL PLAN AND CETAILS BY OTHERS) �1 a (VERIFY APPROVED LOCATION) V 00 o0 N 01 TW210 10 TW210510 TW210510 00 CONT. HDR. ( )-2"xl2" = O � m l o In m =ry Q 1 crl N 4` l3� 5y nN IL 3 t- N -Xcl U �� p X DINING ° 5y2 DECK 1 m In I ROOM m � 1 F W G 12061 I IN, � - - — 3 , 6,.. 6 (3)-Is/4"xll�/s L.V.L. HDR. ?N 1 O x F.J. x _ I V EGRESS 27 NI m\Q �1° I m�v IQ F W G 100611 I A+ I %2" L.V.L. W/(2)-%Z" STL. PLT. HDR, m (� (3)-I5/4"xl1 L.V.L. DR, �•7�• 1 13R i n V 5y2u . 16'-5u 15'-II" 12 -'Jy2 12'-mil° 5V_n v �j 5y2n 3 6 5y2u 5y2„ SD - Q (2)-13/4"xcQ2" L.V.L. HDR. - - - - - - - - - - - - - — — — - v TJI 230 G%2" F.J. J I (3)-Is/4" cl%2" L.V.L. HDR. _ m TJI 230 �l%2" F.J. @ 16 O.G. =n ;r MASTER I m @ 16" O.G. P 6 I 1 BEDROOM x v 1 iv v m _ FAMILY ROOM Oil � m TJI 230 q/2, „ F.J. O W I tt—"11 O 111 � @ 16' O.G. _ O m a (2)-Is/4"xq/%2" L.V.L. HDR. i - GL- E- Box 2u X '_4" +moo �+ 3y2 9'-11" 15'-11" 4'_ n 3y2 3'_6° 6'_'2Y2° 5y2° 4'-2}Y2° I > I UP 5V_n 5V_n 2`x7° 2`x7° 3V_n 2`x7° J 15R PKT. ^ O c - A _ In 14 m F OYER MASTER X V LAUNDRY (V BATH J -��"I F.J. m�vl = SHWR. rTl I---i a �� 15'-Oy2 D " D I m\ m r I �' - > F0 � )-2"xl2" �' (3 - 12" -2"xl2" :' cL o - 1 TW26310 (3)-2'xl2 TW26310 m T1,14210510 IN 7 W2I0510 O 3)-2"xl2" (3)-211xI2" I TW26310 o COVERED PORCH co - (2) _ 2" x 10'_ HDR. �0 I _X, `' DN r, �rFOF NEVIyO 3'-311 2'-0" 3'-3" 31-31' 2'-011 2'-1111 �0'_5�4u 4'-py4" 4i_0" 6i_611 31_6u 8'-roll 3'-611 i CC CC. CC 0t 5'-3" 6'-roll 4'-I1" 21'-011 15'-roll 53'-2" FIRST FLOOR PLAN AREA CALCULATIONS 2 10/8/22 REVISED SCALE: %4"®I'-011 EW FIRST FLOOR 1, 545 S.F. I 7/21/22 PERMIT SET NEW SECOND FLOOR 1, 235 S.F. No. Date Title REVISIONS: TOTAL BUILDING AREA 2, 750 S.F. Drawn By: COVERED PORCH AREA 114 S.F. RMM ROOF DECKS : 244 S.F. Date: 7/21/22 Drawing No.: A3 w Q OF 8 SHEETS FF O 16'—IOY2" O M U C of C °, a 8'-2Y4" 8'-8Y411 41-4Y2° 10'-111 6'-41' 7'—q° 7'—q" w � W u Q ~ o � GABLE RAIL I'T'1 N F.L.{ 000 ROOF DECK o EGRESS EGRESS ~ a ~ AXW31 AXW31 TW210410 TW210410 (3)-2"xl0" HDR. I (3)-2"x10" HDR. I — — — — — — — — — — — — — — --i BUILT—IN — jq EGRESS WINDOW SEATF F I IIl GUSTOI"i x12" HDR. =N (3)—I5/,o"x II7/," L.VL. NDR. �1/2n 161_5" I 5Y2 7'-1011 3Y211 11'—q" 5Y211 I 15'-01 Q I I I 6 N I oN = BEDROOM o ROOF DECK X I � IN MEDIA ROOM a Sp EGESS a O FWGGO68w 0 = . IN aN 1 � _� = I X - GO O a U C3)-2"xl0" "DR. w� I " � �_ I A2— eD a Q140ry+ - I SD G - C>_ I I w O ry x x2" x 12" R I—D E " Cai rlo I I _ 1�1 u pj = I " m V1 6 x 12" R I D G E� 2" x 12" R I D G E N I — — — — — — — — — — NN " I ———————— �-IALL =" 2 x6 _ I m r ` D O " u �_ u 2 1_ " �_ 11 � 3 �_ " 121-56"3Y2 6O 7 10 5 q Y26 O I lol_1Y211 �o CL ry+�0 -" e° III 0 02" I 1111 6 e - m ry o a P4 a � - — -- — X ° ( W BEDROOM I a, " - '-N i v , to 5 '1 F "I F—LI W I N @i 161_OY2u 5Y2u 10'-9Y2° N P��P FA401 Q_ H R q'—On c�� L 161—OY2" x O I W �1 ' a = R.R. < I IN 1 �Y2 TUB +�'� R.R. p <� 5Y2u 3 BATH ' SA 4-{\ '� � �I W m - r w (3)-2" 10 (3)-2 x10 �9 IN )-2"xlo" W(3)_1314 — U S I-1DR. W_G. TW210410 TW210410 _ ® 7W210410 TW210410 EGRESS _ _ _ _ EGRESS C3)-2"xl (3)-2"xl0" � 0 _ L — EGRESS to EGRESS G 3'-3Y2j1 101_5Y211 2 4 —O 12'-117/,5" 4 --O 1_II" 1 u 1 n 3 1_6 11 8 1-6" 3 1_6 n 161_811 21'-0" B S� 04186'\ 53'-2" gTFOF N SECOND FLOOR PLAN SCALE: 4"-V-0" 2 10/5/22 REVISED 1 7/21/22 PERMIT SET No. Date Title REVISIONS: Drawn By: Ri"1M Date: 7/21/22 Drawing No.: A AL c� a � w Q OF 8 SHEETS BRICK CHIMNEY BEYOND O TYPICAL ROOF CONST. ASPHALT ROOF SHINGLES �j M U � a Ill WHIM 1111iii I Ill ill 1111 ill mill 1111111 11 o � H � W II-Ou F---� C) O.H. Hill ill ill O.H. i BLIND METAL— W2 OAI W2 OA10 W2 OA10 TW2 041 W2 OAI00 FLASHING (TPY.) .2ND FLR cV ROUGH rr ll TYPICAL ROOFING STANDING SEAM— METAL ROOF W2 041 Ll [I TT:TTETTE1--�-,,,. M I I I I 1 I I I I v / TYPICAL EXT. WALL CONST. CEDAR SHINGLES W 31 W 31 W 31 TN 31 rN 31 W2 OE510 LV42 O51 ROUGH 157 FLR. W GRADE GRADE rT1 I I I I II II I I O W J L JBASEMENT I I W I L - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TYPICAL ROOF CONST. 12 ASPHALT ROOF SHINGLES 8� BRICK CHIMNEY L.C.C. THRU FLASHING FRONT F-LEVAT 1 oN (w E5T) W 12 SCALE= I/4"-1'-0" �$ n F� BLIND METALHill I W FLASHING (TPY.) !r�1 l ' , O O � W HEAD FLASHING11 Mi W (TYP.) 111111KI 1111111 1111111 1111111 Ill Ill 1111111 11 1 AOJ F�i/1 I Ill ill Hill Ill Ill 11 HIM O.H. 3' RAILING HT, CABLE RAI L EG ESS TW2 OAI _ TYPICAL ROOFING _w 12 PERGOLA BEYOND STANDING SEAM 3 r— �p,RD 9 C� METAL ROOF Q Q�G ti,`,}1 � O� 1 F \�yT�0418 61 � 0FNE\0�,.' 1'PICAL EXT. WALL CONST. CEDAR SHINGLES S" COLUMN W 2 051 1111 Hill GRADE GRADE 2 10/8/22 REVISED 1 7/21/22 PERMIT SET I I I I No.11 Date 11 Title REVISIONS: L J I I BA5EN ENT I I Drawn By: I I I I Date: 7/21/22 Drawing RIGHT EL—EVAT 1 oN (SouTH ) _ :;4A5 SCALE= you-II-OII a c4 w Q OF 8 SHEETS BRICK CHIMNEY TYPICAL ROOF CONST. L.C.C. THRU FLASHING TYPICAL ROOF CONST. r ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES r--i U O M U oil rn a o � I I I I W H O.H. ♦ U y O.H. Q h-� � W AX 31 Ax 31 3' RAILING HT. 0 O G6066 CUSTOMZZL=Zl I(_YJ EG ESS EGR SS ^ � � � TW2 041 TW2 041 a 1111111 "It 00 ROUGH 2ND FLR. � N � HEAD FLASHING (TYP. Hill IIIIII E Hill Illill I — I M / � u TYPICAL EXT. WALL CONST. TYPICAL EXT. WALL GONST. CEDAR SHINGLES CEDAR SHINGLES I Hill III 1 8" COLUMN GI00 11 WG120611 W21051 W21051 W21051 W W GRADE GRADE l ' BASEMENT BRICK CHIMNEY BEYOND - 12 TYPICAL ROOF CON57. �8 - ASPHALT ROOF SHINGLES rr--- R-AR ELEVATION ( FEAST) ►� 12 8 r 2 SCALE: 1/4"-11_0" W BLIND METAL FLASHING (TPY.) W � o ^O W I I I 1 _ O � 3' RAILING HT. CABLE RAIL A III ill Hill I TW2041 TW2 041 TYPICAL ROOFING 12 ROUGH 2ND FLR. —,3 STANDING SEAM METAL ROOF HEAD FLASHING (TYP.) �� G�P� M•My ��, Ill I I 111 Ill Hill Ill 1111a F / TYPICAL EXT. WALL CONST. Tw 836 CEDAR SHINGLES ,9 s T 041861 o FpF NE�Ny 8" COLUMN W2 OSIC TW2 051 GRADE GRADE - 2 10/b/22 REVISED r 1-1 -1 1 7/21/22 PERMIT SET I No. Date Title I � BASEMENT I I I L — J REVISIONS: Z I I I I I II Z I I I I I I I Drawn By: — — — — — — — — — --- = J - -� - - - - - - - - - - - - - � ,1 , RMI"I - - - - - - - - - - - --I - - - - - - - - - - - - - - - - - - - � — U Date: 7/21/22 DRYW ELL Drawing No.: I I L — — —J LEFT ELEVATION (NORTH ) ArA,I F! �Ilsll—nll wa) OF 8 SHEETS r S-2 TYPICAL ROOF CONST. Ab 2"xl0" R.R. @ 16" O.G. ASPHALT ROOF SHINGLES 30*t BLDG. FELT UNDERLAYMENT lJ O.H. SELF-ADHERING "MOISTURE GUARD PLUS" IJ is-O'� 5/," AC EXT. PLYWD. SHEATHING 2"xI0" R.R. @ 16" O.C. V_Oil TYPICAL SOFFIT CONST. O.H, 2"x8" C.J.@ 32' O.G. 1"x4" TRIM IN/ 2" SCREENED STRIP VENT T.O.P. O.H. (3)-•2"xIO" HDR. (3)-2"xl0" HDR. O N W _ BEDROOM i = BATH BATH BEDROOM W W 5-3 W Q TJI 230 q%2" F.J. J � H A8 @ 16" O.G. V 5/," PLWD. SBFLR. ROUGH 2ND FL. E-y U T.O.P. - > z H TYPICAL EXT. WALL CONST. 18" LONG RED CEDAR PERFECTION E- I- SHINGLES, 5%2" EXPOSURE MASTER 3O** BLDG. FELT UNDERLAYMENT d s/e' EXT, PLYWD. SHEATHING 6 LAUNDRY PW DR. 6 J FAM I LY ROOM BATS-1 2"x6" STUDS @ 16" O.C. � U R-21 KRAFT FACED FIBERGLASS U N 5-4 BATT INSULATION w N AB TJI 360 I O.C. F.J. 5/8" G.W.B. 00 CID 16" .G. U I/," PLWD. SBFLR. w O in IST, FL. ROUGH IST FL. EL. q.5' — — - T,O.F. — v GRADE GRADE GRADE EL. 6.5' - — =1I1=1111 - BASEMENT 1=111=III-' OI iI I —III ' O' _ I I=1 11= TYPICAL FDN. CONST. 1 I MI _ COMPACTED FILL I=III ` III=1I 8'x8' P.C. FDN. WALL W/ -11=1 V I-III-_ (2)-tt5 RE-BARS TtS WATERPROOFING _ 4 P.G. SLAB W/ 6X6,10/10 W.W.I"I, (2)-2 x6' TREATED SILL Ie AS NOTED _ i' III- 1 SILL SEALER • • � - OVER VAPOR BARRIER _ TERMITE SHIELD 1I=I11 -III=III 5/e"(A x 12" ANCHOR BOLTS W/ 2"X2" STL. T.O.F. -I I - .. -III 33" G O.C. W ATERPRO0 F N r Z 8"xI6" P.C. FOOTING W/ rl (3)st5 RE-BARS rA__' BU 1 LD 1 NG SECTION c W A8 X2' 2"xI2" RIDGE xl2" RIDGEV161, R,R.@ 16" O.G. 2"xl0" R.R.@ 16" O.C. 1212 1212 2"x6" G.T. TYPICAL ROOF CONST. TYPICAL ROOF CONST. @ 32" O.G. ASPHALT ROOF SHINGLES E 2"x6" C.T. ASPHALT ROOF SHINGLES { 5-2 303* BLDG. FELT UNDERLAYMENT 5_2 @ 32" O.G. 30*t BLDG. FELT UNDERLAYI"'IENT n/ A5 SELF-ADHERING "MOISTURE GUARD PLUS" A8 :: SELF-ADHERING "MOISTURE GUARD PLUS" ►r��`y1 2'x8 G.J.5 C.J. @ 32" O C 5/." AG EXT, PLYWD. SHEATHING '^ O @ 32" O.C. '/.a" AG EXT, PLYWp, SHEATHING 2"xl0" R.R. Cm 16" O.C. (J1 2"xl0" R.R. @ 16" O.G. T.O.P. : T.O.P. F+� 3 -2"xl0" HDR. ( ) s 7 TYPICAL SOFFIT CONST. 3 2"xIO" HDR. 3 2"x10" HDR, TYPICAL SOFFIT CONST. ( ) 3 -I /4"xll /B L.VL. HDR. ( )- ( )- W 1"x4" TRIM W/ 2" SCREENED STRIP VENT o a/ (3) 2"12" HDR. I"x4" TRIM W/ 2" SCREENED STRIP VENT O.W. : n u 1 -6 I -6 O.H. BEDROOM _, = MEDIA ROOM ROOF DECK RAILING -i 0 " W _ BEDROOM °� ? ROOF DE 2"x8" R.R. co _ to 5/4" DECKING OVER (Y _ to 5/4" DECKING OV R @I6" O.G. I i TAPERED SLEEPERS, s_3 l7 1 J TAPERED 5LEE R5, (J J TJI 250 �1/2 F.J. E.P.D.M, ROOFING, W TJI 230 0I/2" F.J. U W E.P.D.M. ROOFING, V ASITCH BOARD _ @ 16 O.C. PITCH BOARD = @ 16' O.C.OG 5/" AC EXT. PL . SHEATHING, g_2 /4 AG EXT. PLWD. SH THING. .a AB 12 9/," PLWD. SBFLR. _ 9/4" PLWD. SBFLR. _ CURB CURB ROUGH 2ND FL. ROUGH 2ND FL. TYPICAL EXT. WALL CONST. T.O.P. T.O.P. IS" LONG RED CEDAR PERFECTION C? PRE M,M SHINGLES, 5y2" EXPOSURE L,VL, HD ( ) a" " BLDG. FELT PLYWD SHEATHING ENT 3 -I xIl /7B L.VL, HDR. 0 2"x6" STUDS @ 16" O.G. O.W. GOV' PORCH LAUNDRY BATTKRAFT FACED FIBERGLASS INSULATION LAUNDRY = = KITG�-IEN ROOM PERGOLA MASTER w.I.c. MASTER = w 5/8" G.W.B. \ s�q� 0��a6� S-2 6 � o f 6 BATH 6 J BEDROOM o = � `oF=% AS TJI 360 III/e" F.J. r Q 5-4 TJI 360 117/" F.J. r W 2"x10" NAILER-SECURE W/ 2"xl0" NAILER-SECURE / 5-4 @ 16" O.C. = AS e = DECK %2"Ox3"LAG SCREWS @I " ,C. A8 @ 16" O.G. /2"0x3"LAG SCREWS @16"O.C, g/" PLWD. SBFLR. 2 x8 A.C.Q. D.J. 2"x(PIGW A.C.O. J. /,4" PLWD. SBFLR, 4 @16""O.G. 1ST, FL. ROUGH IST FL.IST. FL. ROUGH 15:T FL. q EL. q.5' (2)-2"xl0" A.G.O. GIRDER EL. G.5' - - - - T.O.F, T.O.F. (2)-2"xIO" A.C.O. ; GIRDER ti.• '� '• i• GRADE GRADE GRADE GRADE G ADE - - - - - - - - - - - Y EL. 6.5' - ` • = EL. 6.5' :' - - - r - o Z 1=1 I �=1 I1 1=1 . :. _ = BASEMENT I I I1 I I- -1 I -1 '�' I =1 o I 1=1 I I-1 BASEMENT III—I -: III—III III—III '' o ;' II-1I1 1I—III I_III_ II III o III III—III—III III III_ cD aD l7° In No. Date Tit leCOMPACTED FI J 4"P. . LAB / 6,10/10 . .M.4"P.G. SLAB W/ 6X6,10/10 V REVISIONS: COMPACTED FILL III OVER VAPOR BARRIER I—I I TYPICAL FDN. CONST. - OVER VAPOR BARRIER III-III TYPICAL FDN. CONST. —111=.�:`• � 111=1 —III—I :. LL Drawn B WATERPROOFING 11 V` 1=11i (2) i*5 RE-BARS T4B W/ T O F. I I= I I III=1111 i - - / T.O.F. - . .. . : .• :.::. �,. ... - 2 -2"x6" TREATED SILL AS NOTED III- - 8 2" RE-BARS -1 I 1 � . ,.., .•.. - ( ) � 111— ( ) 2 x6 TREATED a SILL FL', AS NOTED III � (2) Rr'tt -I SILL SEALER I I I- SILL SEALER Dat e: e: TERMITE SHIELD TERMITE SHIELD 7/21/22 5/e"m x 12" ANCHOR BOLTS W/ 2"X2" STL. '%,"m x 12" ANCHOR BOLTS W/ 2"X2" STL. WASHER @ 33 O.G. WASHER @ 33 O.G. Drawing No.: a WATERPROOFING C WATERPROOFING 8U I LD I NG eEG-T I ON 8"xl6" P.C. FOOTING W/ G BUILDING JEC7 ( ON 8"xl6" P.G. FOOTING W/ (3)zt5 RE-BARS tt (3) 5 RE-BARS SCALE: %4" = I ' —O" A7 SCALE: 34"= I'—O" c� w Q OF 8 SHEETS I 0 2 O 4 5 6 7 8 411 1 81-411 81-4" 101-211 101-211 8'-1° I 71_5u 4" 21_0" all all Q 11 V 17' 4'1 2 1-4'1 151 611 0 I 41_4" 161_pu g1_Ou �. 5'-Ilfl° - M U m �. (SEE POOL PLAN AND DETAILS BY C ERS) ERIFY APPROVED LOCATION) 5/g'I DIAI"f. (2)—#5 BARS ) BOLTS CONTINUOUS I u SEE POOL PILE PLAN DETAIL PI 2 NT 8"cD P.G. "SONOTUBE" - - - - I I w ON 24"x24x12" THK. I I (2) - 2' x 10" -I CAI G. Q. G I R D E R I — — — — — — Z P.C. FTG. (TYP) L J L J L IJ I. � L, + LI _—IJ x Q 1 I PI P2 P9 1 O -I -c o 1 TIMBER PILE I 8 AND PILE GAP 6n ip _g11 10'- " I p L J 71_0 L Y�� (TYP) - _ I ,•J.�. • .. .. .. I d x @� 2"xl0" NAILER- EGURE W/ I - #rj @32" O.C. �t " • • •• i 8"m P.G. "SONOTUBE„ 00 %2"mx3"LAG SC EINS 016"O.C. I (�j V yj FTI DROP DOWN I ` I ON 4'x 4 2" T �L.{ RAMP — — — — I — — — — — — — I I P5 P6 Pa I V 2 2 xl HK Q P.G. FTC. (TYP) ' __ v r- --------- ----- --- ----------- I I m ,. . - I - - �_ I #4 BARS O A — — `— I' 012" O.C.r— -I — - - — _ - - - - - - - - - - F - M (I2)- 2"x1 " ----------------- ---------- - --- ---- - (2)- 2"xI A.G.Q. I Zi_On 3i_8n Si_81 (3)—#5 BARS . . L — J J L J #4 @� O.C. 2'xl0' NAILER-SEGU E W/ V Ca I IA - L I — %2"0X3"LAG SCREWS 16'O.C. V O F (2)—#5 BARS -.--— — — — — — -_- - -_ — — — — — - a 1 0 o II 0.� _ �— - r — — .—�—: I — c0 -- — Q W f(1 (3) #5 BARS L - - - - - - - - - - - - - - - - I I DRILL THRU TII"IBER PILE 04 Q1 F.J. I Q I ---------- ------- -- ------- m I 15 TON 7 — — — � I — r — --� TI"BER PILE l'7 l7 a q 5" TII"IBER PILE I� TIMBER P L E UP I (2 -L.V.L BEAM PKT. I AND PILE GAP r DRY" LI •x6° L I�I �J L� 2 J CTYP.) m r�O 31-011 d1 1 " I I (TYP) FOUNDATION Z I x rC 12 -10 FILE CAP SECTION (TYF:>)- (2) I /a II /B L.V_L. HDR. O I�� /� I jA J - - JI a = I I SCALE: I"=1'—O" 2x6 IL JII 4"P.G. SLAB W/ 6X6,10/10 W.W.M. _ - I I _I T/1 m L —�— I TJI 360 17/B" F.J. r�ml OVER V POP, BARRIER - x m L- — — — I I r r- I I I m I I TJII 360 I17/a F.J.I5 16 811 4'-011 I I I 16" O.C. D - — - - �2 rF_ • _ _ - _ _ - .�2 a e"-L.O�Ff DR. I - UP J _ _ Cp)-F.J_ _ I ! 201 N jam( N X I 1 11 X 1_ 11 16' 6y4u - - 3 -11y2 - 16 4y2 O I 15 -O .4 d� 1 I I I ' • I - - TJI 360 117/g" F.J. I I ^ LJ � 16' P.C. M co -F.J. � 0 r' ( ) I I 21 I I 22 I I 23 — — I I i 1 I I l I x - ♦. A 4"0 STL. COL. ON _ p1N� (Y O I I .~� ' 16 W 30"x30"x15" ITHK. P.C. FTG. 0 W ! I 1 V 1 ^I (3)ss5 RE-BAR E.W. I I I Q - I�.1�`j I I `I'- '}5 UNLESS OTHERWISE NOTED ^ IY * O O - - - - - - - - P..,BEAM PKT. (TYP.) 77 = 2a 2-I 26 27I — — — — — I25 29� ` —•— HO _ 32 ------------ -- ---~•----—,---- TIMBER PILE I + I I TIMBER PILE �p AND PILE CAP Q AND PILE CAP - (TYP) _ 2"x0" NAILER-SECURE W/ I _ (TYP) EREDq ` 0 1 6 V %2" x3"LAG SCREWS ��Cy r I— - 8"m P.C. "SONOTUSE" G I I (2) - 2" x 10" A. IC. O. G I R D E R I ON 24"x24u12" THK. I I- - - - - - - - - - - - - - -I — I P.G. F_TG. (TYP) I L J — — — — — - - - -� L 16' O" B I 6" - - -- - - - - -I � 6,1 T9T 04186A I I I I 51_311 61_6u ,41-1111 211 011 151 6'1 4" 5'-3" 51-1011 5'-711 10'-211 10'-211 8'-1" 7'-511 411 7 7/30/24 AS—BUILT 5Q 4/13/23 REVISED I I 4 3/I/23 REVISED 3 2/5/23 REVISED 2 10/5/22 REVISED 1 7/21/22 PERMIT SET I 2 2O 3 4 5 6 7 8 No. Date Title REVISIONS: FOU N DAT I DN F LAN Drawn By: Rl"f M SCALE: i4"—t'—o" Date: 7/21/22 Drawing No.: z w w � Q OF 8 SHEETS I` 17'-4" 20'-4" CE Cr- rt- 3'-4" 4'-4" 3'-0" 1'-`In Cr-- O M U � a O DN W W x �.. U POOL Q o0 0 23' IO' a/ H (SEE POOL PLAN AND DETAILS BY OTHERS) a (VERIFY APPROVED LOCATION) V 0t h"1-I rq rq TW210 10 TW210510 TW21051000 h•L•l -2 TW 210510(3)-2„xI2„ CONT. HDR. x12 c 0 5Y2 MN F N �j X 6 Q 5y2" DECK m (V R'�p In In G Q = FNG120611 (V 3 N 6 _6 (3)_I3/q"x117/," L.V.L. HDR, ?N I E X F.J. x In _ Q I �v �Q >N EGRESS N I ml S�+ I ml ID F W G 1006 I I — — — — — — — — — — — — - - 'S,o i1 • • (3)_Is/4,x �2, L.V.L. W/(2)-%2" STL. PLT. HDR. C 2`x7° (3)-Is/4„xil7 L.V.L. DR. rT1 I DN 5y2u 16'_5u 13R 15'-Ilu 12'-5 ll 12'-q" /2 5y2n 3 6 5y2n 5y2u SD F-+ 0 KITCHEN (2)-13/,y"xG%2" L.V.L. "DR. rnN , N q/2" L.V.L. HDR, u v TJI 230 ql," F.J. J 1 m TJI 250 qk," F.J. C� 16" MASTER �" W BEDROOM X V1 m _ FAT-1 I LY ROOM a m r T l I TJI 250 q%2" F.J. O W O.G. - 0 Itl (Y (2)-Is/4"xq%2" L.V.L. HDR. O O � - - - - - - m i _ _ CL to IN I W t 2n X 3°x7° '_4u /+,° \+0 3y2u_ �1'mll° 15'-Iln 5'_5�4n 3y2" 3' 6" ,_5'14n 5y2u N V n l� I ^ 5y2" I UP 5y2u 5y2u ° 32° 2`x7° - o ' /2 m 2 x 7 2.x� y m p r _ 15R - -PK O A - an d o �" F YER r X '� CL. MASTER O W LAUNDRY N J -� I F.J. mw I 5 Oy2 BATS-1 = u _ 1 - � W _ rn Z(3 W.G. n 'In = L00 �� SEAT " 12" O ( )-2"xl2„ �. 7 (3 _ 12, ( )-2"xl2" GL m TV426310 (3)-2"xl2" .;`,4 TW26310 1 (3)-2"xi2' 3 TW210510 4210510 Q )-2'xI2 (3)-2 xl2In -21 TW26310 i d Q COVERED PORCH 6 / RED B - r✓a4-1 (2) - 2" x 10" HDR. \0 I / PRD M DN �N 0>,�TFOf=1 FW 2'-0" 3'-3" 3'-311 2'-011 2'-II" 6'-5 /4" 4'-0/411 4'-0" 6'-611 3'-611 8'-611 5'-3" 6'-611 4'-11" 21'-011 7 7/30/24 AS-BUILT 551-2" BATHROOM 6 7/5/25 AS-BU I LTS 5 5/8/23 REV. BSI"IT STAIR 4 F I RST FLOOR PLAN 2/1/2B REVISED 3 2/5/23 REVISED 2 10/5/22 REVISED AREA CALCULATIONS SCALE: 14"s I'-O" 1 7/21/22 PERMIT SET No. Date Title NEW FIRST FLOOR 1, 545 S.F. REVISIONS: NEW SECOND FLOOR 1, 235 S.F. Drawn By: TOTAL BUILDING AREA 2, 750 S.F. RM1`1 Date: COVERED PORCH AREA 114 S.F. 7/21/22 ROOF DECKS 244 S.F. Drawing No.: A 3 a � w Q OF 5 SHEETS 16'-1OY2" 20'-49Y211 M O 8'-2Y411 CL 8'-8Y4" 4'-4Y2" 10'-1" CL 7'--Wlu CL -7'-q" W 5) W W z E~ wx U H O0 O¢ CABLE RAIL �I N c� 0 00 ROOF DECK o N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F EGRESS EGRESS AXW31 AXW31 TW210410 TW210410 I `. (3)-2"xIO" HDR. (3)-2"xIW HDR. I r — — — — — — — — — — — —I BUILT-IN {— — — — — — — — — — m � EGRESS WINDOW SEAT UI CUSTOM (3)-2"xl2" HDR. 117/," L.VL. HDR. I a u "1 12" 16'-5" I 5Y2 7'-10" 3Y2n 11'-9" 5Y2" I 16'-6° 6 = BEDROOM o ROOF DECKDN U MEDIA ROOM a 6 SD EGRESS N x OL Q I - _ O FWG6068 \. W N I N l7� I m xx - I N @� IY U (3)-2"xl0" HDR. (0 I I ° ao ry+ I O W SD 0+ +6O x - - 2" x 12" R I-D E -GL— - N @i Nlo N L�-- i \ 6 \ - _ _ 2" x 12" R I D G E� m - 2" x-12" R I D G E r �T� N N I 3 7'-10" 2 5'_�l" 3Y2" 6i_Ou 2 x I Y2 - 10'_IY211 CL rtl SD 5Y2' 6 W 6° BEDROOM I r + LAV. / L.N. x N 0 I W A v " o = BEDROOM I��._G..®�� i ry+c; L I +� 3y21� N 7 1Y N ^ X v 0 0 " v � Y W -N W� I tV @� 16,_Oy2,1 V u PP 3 6'-8Y2"�� L� V. ® OJ/2�� N OIW52 Uj O XI I ' ® ,%+�2 ��SA 4 —I " SATE SY2' (3)-2" CIO" A (3)-2"xl0 (3)-2"xiO" ( )-2"xIO" ® � N U ET HDR. n/ W.G. tINTW2I0410 I TW21041 N ® TW210410 (� TW210410 I EGRESS L- _ _ _ _ _ _ _ J EGRESS (3)-2"xl " (3)-2"x10" EGRESS — — IAA — — — EGRESS— - - — — — — — — — TW210410 — — — _ — — _ —TW210410 G ED ARCx/,T. n '_ 7 u 3 32 10 -5Y2 2'-11" 4'-O° 12 11 /g 4i_0" 3i_6u 8i_6u 3i_6" Q Q 21'-0" B ST 041861 63'-2" �TFOF NE`N SECOND FLOOR PLAN SCALE: k4"—I'-0" 7 7/30/24 AS-BUILT 6 7/5/23 SAT1-IROOM AS-BU I LTS 4 3/1/23 REVISED 3 2/5/23 REVISED 2 10/5/22 REVISED 1 7/21/22 FEW11T SET No. Date Title REVISIONS: Drawn By: R Date: 7/21/22 Drawing No.: a � wla OF 5 SHEETS BRICK CHIMNEY BEYOND TYPICAL ROOF CON5T.HUM _ p ASPHALT ROOF SHINGLES � a O � wW I I I I I I I hilll I J I 1 11 H O I'—O" I' OO.H. O.ff' ' BLIND METALS TW2 O41 W2 041 W2 041 E311 W2041 WJ01I 00 th 11 Hill FLASHING (TPY.) TYPICAL ROOFING ROUGH 2ND FLR. W O � STANDING SEAMFTTT METAL ROOF T41 1 I I 1 I I 1 T W T E71 I -Ld Li I i I ILI TYPICAL EX . ALL CONS . j CEDAR SHINGLES W '631 W �31 W 31 W�631 W 631 All mill Illill Illilli-L w2 0510 W2 0510 ROUGH IST FLR. W Fr7i:��' GRADE—� GRADE II II I I O W J L _ J I I W ]BASEMENT I I _ _ I I I I L - - - - - - - - - -I - - - I- - - - - - - - - — — — — — — — — — — — — — —I — — — — — — — — — — — — — — TYPICAL ROOF CONST. 12 O — — — — — — — ASPHALT ROOF SHINGLES 8� BRICK CHIMNEY I- - - - - — - - rrrMMMh•� L.G.G. THRU FLASHING FRONT ELEVATION (w iST) 11 W 12 SCALE: k4"—I'-0" 15 BLIND METAL FLASHING (TPY.) O li � l L1111 Ill ill Ili HEAD FLASHING IliklHIIIIIIIIIIII 3' RAILING HT. GABLE RAIL I ' EG ESS TW2 041 TYPICAL ROOFING - STANDING SEAM 3 F— HIIIIIill f �j��Ft c 4 METAL ROOF {' PRIVACY WALL 0, 0418'1 11PICAL EXT. WALL CONST. h _ _ OF NE��O CEDAR SHINGLES 8" COLUMN W2 051 U 7 7/30/24 AS-BUILT 4 3/1/23 REVISED 3 2/5/23 REVISED GRADE GRADE 2 10/15/22 REVISED 1 7/21/22 PERMIT SET No. Date 11 Title r l—I I I I REVISIONS: L _ J I I _ BASEMENT _ I Drawn By: � I R1"11"► Date: I 7/21/22 — - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - - � Drawing No.: RIGHT F—L. VAT i ON (SOuT4-4 ) - ;:;� A5 SCALE: 1/4"—I'—O" r� w Q OF 5 SHEETS BRICK CHIMNEY r TYPICAL ROOF GO ST. L.G.C. THRU FLASHING TYPICAL ROOF CONST. ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES r l V o M U rn ,� ray' o � W 11 O.H. AXI,431 AX 31 WG6o68 CUBTOI 1 COY/' o 13 EG ESS EGR SS TW2 04I W2 041 a FFF444 i- ffiffi-ii Il I I 1 11 11 1 1 1 Il 11 1 1 1 11 11 1 1 17 1 11 1 1 1 11 11 1 1 1 11 11 1 1 11 11 1 1 1 11 1 1 1 11 7iJ7 00 ROUGH 2ND FLR. � N � �C 00 HEAD FLASHING (TYP.� I I I M TYPICAL EXT. WALL CONST. 777 TYPICAL EXT. WALL CONST. CEDAR SHINGLES CEDAR SHINGLES PRIVACY WALL W \ W21051 8" COLUMN GI00 I17PIGI? GillW W II GRADE GRADE BA5EMENT - _ _ _ _ - I r� BRICK CHIMNEY BEYOND 12 TYPICAL ROOF CONST. _ O ]a ASPHALT ROOF SHINGLES _ J 12 E REAR L.EVAT I ON ( EAST) e�-- SCALE: y411_I'-oil W rW BLIND METAL 1� 4 FLASHING (TPY.) `^ F-�1 W � IDOL-i O W I IHillI I III-----------III O � 3' RAILING HT. �L•i CABLE RAIL W2 041 TW2 041 TYPICAL ROOFING 12 ROUGH 2ND FLR. 13 �57ANDING SEAM METAL ROOF HEAD FLASHING TYPICAL EXT. WALL CONST. Tw 836 CEDAR SHINGLES 6) 04186 1 oT�TFOF 5' COLUMN W2 051 W2 Osl 7 7/30/24 AS-BUILT GRADE GRADE 4 3/I/23 REVISED 3 2/5/23 REVISED 2 10/8/22 REVISED --� BASEMENT - I I L I—I J No. 7Date2 PERTid SET REVISIONS: !=] - — — — — — — — — — — — — — - I I Drawn By: I � I R1"I1"f DRYW EL Date: 7/21/22 L - - - J Drawing No.: k LEFT ELEVAT I ON (NORTH ) r;� A6 a � w Q OF 8 SHEETS AB 2"xl0" R.R. TYPICAL ROOF CONST. Qv 16" O.G. ASPHALT ROOF SHINGLES 30tt BLDG. FELT UNDERLAYMENT � 9I O.H. SELF-ADHERING "MOISTURE GUARD PLUS" 1'-0" 5/q" AC EXT. PLYWD. SHEATHING 2"xl0" R.R. V IV' O.G. 1'-011 TYPICAL SOFFIT CONST. O.H. @ 32" O.G. W 3 G.J. 1"x4" TRIM / 2" SCREENED STRIP VENT 2 T.O.P. O.H. (3)-2"xl0" HDR. (3)-2"xl0" HDR.- In i w - BEDROOM i i BATH BATH BEDROOM W � w co 5-3 W j l7 TJI 230 G%2" F.J. `J W �B O.G. U 0 M C, 3/q" PLWD. SBFLR. '- ROUGH 2ND FL. ~ T.O.P. C) W W z �~ TYPICAL EXT. WALL CONST. W h--� U lB" LONG RED CEDAR PERFECTION O 1- SHINGLES, 5312" EXPOSURE - = MASTER 30tt BLDG. FELT UNDERLAYI"IENT 5/g W [� " EXT. PLYWD. SHEATHING 6 LAUNDRY PWDR. 6 FAMILY ROOM BATH 2"x6" STUDS P 16" O.G. x a U R-21 KRAFT FACED FIBERGLASS Q S-4 TJI 360 II /g BAIT INSULATION' F.J. �t A8 0 16" O.G. 5/8" G.W.B. V N � 5/4" PLWD. SBFLR. 00 157. FL. ROUGH 1ST FL. EL. 10.�I' - - O iN T.O.F. H a EL. q.6' - v GRADE F GRADE GRADE - - m BASEMENT EL. 6.5' — — �: I 2 — - -� —III • _ TYPICAL FDN. CONST. COMPACTED FILL -III— J 4"P.C. SLAB W/ GX6,10/10 B"xB' P.G. FDN.= WATERPROOFING �I =III u III=III- WALL W/ OVER VAPOR BARRIER -III=III •' =III=1 (2)-tt5 RE-BARS TdB (2)-2"xG" TREATED SILL P_ AS NOTED —III rr SILL SEALER T.O.F. _ TERMITE SHIELD J 5/g"m x 12" ANCHOR BOLTS W/ 2"X2" STL. TIMBER PILE WASHER @ 33" O.G. r l AND PILE GAP WATERPROOFING \ J (TYP) 12"x36" P.C. FOOTING W/ B U I LID I NG S ECT I ON (5)tt5 RE-BARS LONGITUDINAL tt5 RE-BARS LATERAL I SCALE: /4u= Ii -On O 5-1 AB 5-1 2"xl2" RIDGE A8 2"xl2" RIDGE 2"xl0" R.R. CID 16" O.C. 2"xl0" R.R. O @ 16" O.C. 12 -�_�, 12 12 12 2"x6" G.T. TYPICAL ROOF CONST. TYPICAL ROOF CONST. @ 52" O.G. ASPHALT ROOF SHINGLES 2"x6" G.T. ASPHALT ROOF SHINGLES 5-2 30tt BLDG. FELT UNDERLAYMENT 5-2 P 32" O.G. 30tt BLDG. FELT UNDERLAYME:NT A8 SELF-ADHERING "MOISTURE GUARD PLUS" A8 2"xB" G.J. 211x5" C.J. SELF-ADHERING "MOISTURE GUUARD PLUS" ^ 32" O G 5/4" AG EXT. PLYWD. SHEATHING @ 32" O.G. 5/q" AC EXT. PLYWD. SHEATHINIG 2"xl0" R.R. @ 16" O.G. 2"xl0" R.R. P 16" O.G. 12-14 T.O.P. V1 0.0 (3)-2"x10" HDR. (3)-I5/4"xll7/g" L.VL. HDR. ( )- " ( )_2"xl0" HDR. u TYPICAL SOFFIT GONST. 3 2'xl0 HDR. 3 O— TYPICAL SOFFIT GONST. W I"x4" TRIM W/ 2" SCREENED STRIP VENT (3) 2"12" HDR. I"x4" TRIM W/ 2" SCREENED SiTRIP VENT w O.H. BE ? MEDIA ROOM ROOF DECK RAILING " w - BEDROOM = w ROOF DE C7 2"xB' R.R. IU I 5/4" DECKING OVER fY _ � 5/4 DECKING V R (PIG" O.G. 1 01, TAPERED SLEEPERS, S-3 l7 1 i J TAPERED SLEEPERS, a Q J TJI 230 q72" F.J. E.P.D.M. ROOFING, AB W Q TJI 230 G/2' F.J. U W E.P.D.M. ROOFING, U @ 16" O.C.. PITCH BOARD P 16" O.C. PITCH BOARD 5-2 z 3/q" AC EXT. PLWD. SH THING. = 5V AG EXT. PL . SHEATHING. AB 3 r12 3/q" PLWD. SBFLR. _ 3/4" PLWD. SBFLR. �ROUGH 2ND FL. CURB � it CURB - ROUGH 2ND FL. 'TYPICAL EXT. WALL CONST. T.O.P. - T.O.P. 18" LONG RED CEDAR PERFECTION A r) ` SHINGLES, 5y2" EXPOSURE ' 30tt BLDG. FELT UNDERLAYMENTr\� , L.VL. HDR. �P TO (3)-I9/q"XII7/g" L.VL. HD 5/g" EXT. PLYWD. SHEATHING ' C? 11-611 2"x6" STUDS P 16" O.G. �QW `O..H. 2 :w GOV PORCH R-21 KRAFT FACED FIBERGLASS DINING " - LAUNDRY - = KITCHEN ROOM = _ z 5/5" INSULATION _ _ .. <: (� 5/8 G.W.B. MASTER i MASTER w 5_2 w.l.c. - 6 AB 6 J z rs BATH 6 J BEDROOM o = a U TJI 360 II7/," F.J. I` Q S-4 u r Q w _ �` TgTEOFt':�`�t 2 x10" NAILER-SECURE / 5-4 P 16" O.G. DECK AB a 1 /2 Ox3"LAG SCREWS CAI .C. AB @ 16' O.C. 2" i TJI 360 II /' F.J. DECK. m 3"LAGLSGREWS @ 6"O G. - 2 xB A.C.Q. D.J. /q" PLW 2"xW A.G.Q. D.J.D. SBFLR. /q PLWD. SBFLR. @16" O.G. @16" O.C. 5 " IST. FL. ROUGH IST FL. - IST. FL. ROUGH 1ST FL. EL. IO.q' EL. 10.�1' - - Q (2)-2"xl0" A.G.O. GIRDER T.O.F. T.O.F. EL. �1.6' - - EL. G.6' (2)-2"xl0" .A.C.Q. (2)-2"xl0" A.G.Q. , •' 8"cP P.G. "SONOTUBE" ON 24"x24x12" THK. 4"x4" A.C.Q. POST 4"x4" A.G.Q. POST P.G. FTC. (TYP) - - I G ADE 4 3/I/23 REVISED GRADE � = GRADE GRADE I GRADE m 7 �/30/24 AS-BUILT EL. 6.5' EL. 6.5' _ _ _ — — — _ —_ III=I 1=I 1=I r J W0 P.G. "SONOTUBE" — � �— 3 10/5/2 REVISED _ _ _ _ •, I I —I I —I I I I ON 24"x24x12" THK. _ _ _ 2 Io/e/22 REVISED o z _ BASEMENT II—III—III BASEMENT ' III—III—III—III=11I III— o z IIIi I I —III III—III —III—� P.G. FTC. (TYP) III III—I V —III—III—III—III—I —I 1 i 7/21/22 PERMIT SET mI III —III= " III=I 1- 4"P.C. SLAB W/ 6X6, 10/10 W.W.M. — I—III— m _ 4 P.C. SLAB W/ GX6,10/10 W.W.M. _ COMPACTED FILL —III III—III —III ' . ' No. Date Title III= I =III— I , - _ OVER VAPOR BARRIER I= -) OVER VAPOR BARRIER - - I— - WATERPROOFING �t REVISIONS; T.O.F. III .4 — — T.O.F. TYPICAL FDN. CONST. —I —I COMPACTED FILL _ =111 TYPICAL FDN. GONST. u Drawn By: �•_.�• •-_� B'xB' P.G. FDN. WALL W/ �. 8"xB' P.G. FDN. WALL W/ "ATERPROOFING (2)-tt5 RE-BARS TQB (2)-2"x6 TREATED SILL FE AS NOTED iLj (2)-tt5 RE-BARS T+IsB {Zl"11"1 TIMBER PILE SILL SEALER TIMBER PILE x6" TREATED SILL FL' AS NOTED SILL AND PILE GAP AND PILE GAP SILL SEALER Date: (TYP) TERMITE SHIELD TERMITE SHIELD 7/21/22 a 5/g"0 x 12" ANCHOR BOLTS W/ 2"X2" 57L. (TYP) '%"C) x 12" ANCHOR BOLTS W/ 2"X2" STL. WASHER V 33" O.G. WASHER P 33" O.C. Drawing No.: WATERPROOFING WATERPROOFING 12"x36" P.C. FOOTING W/ 12"x36" P.C. FOOTING W/ A7 ��= I -O�� (5)tt5 RE-BARS LONGITUDINAL (5)tt5 RE-BARS LONGITUDINAL SCALE: % 4 tt5 RE-BARS LATERAL tt5 RE-BARS LATERAL C �3U I LD I NG SECT I ON A7 A / SCALE: %"= P -O" a w Q OF 8 SHEETS GENERAL CONSTRUCTION'. NOTES. GENERAL FRAMING NOTESs MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES: I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, 0. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLA5-FIR U2 (NORTH) NITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301,4, R301,5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS AND SPECIFICATIONS WHETHER: C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3;" FOR WOOD OR NOT INDICATED. 2. ALL 5TRE55 GRADE-FRAMIUG MATERIAL AND PLYWOOD SHEATHING OF NEW YORK STATE, ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0' MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314,3.MAXIMUM RISE - BUILDING DEPARTMENT NOTES 2. ALL CONSTRUCTION WITHIN THEI30 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". EP _ GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFCATION5. ALL MANUFACTURED FRAMING MATERIALS C. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10" FOREST AND PAPER ASSOCIATION (AF4AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM N051NG PROJECTION - Q4" SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/I6" CODE NOTES: 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: 4, ALL PLYWOOD SHALL BE E)TERIOR GRADE (GDX) FIR UNLESS NOTED BUILDING DESGNED IN ACCORDANCE TO THE AMERICAN FOREST A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE, ALL PLYWOOD 3FIEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH [� THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERF�_NDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD D A THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES, AN PAPER P30CIATION (AF & PA) WOOD FRAME CONSTRUCTION REQUIREMENTS HAVING JURISDICTION, ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR WE AND TWO - FAMILY DWELLINGS PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL i 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, Po 5. DOUBLE FRAME ALL OPENINGS UNLE55 NOTED OTHERWISE. PROVIDE 7 NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 � M 0 HAVING JURISDICTION, ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF DESIGN CITERIA:THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. a CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS PER MANUFACTURERS - '-••+ SPECIFICATIONS. LIVE LOAD 403SF: W 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING DEAD LOAD 21 PSF: 6. PROVIDE SOLID BLOCKING CR IX3 CROSS BRACING IN ALL FLOOR JOIST � Co. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR ATA MAXIMUM OF 8'-0" O.G. WHICH EVER 15 LESS. A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" IN THE DRAWINGS. VERIFY ALL. WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED ROOF SNOW L)AD 25 PSF: .BEFORE THE START OF THE WORK, DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHER 7, PROVIDE H W WISE. U HORIZONTAL SOLIC BLOCKING AT ALL EXTERIOR WIND LOAD ]) MPH L) WALLS AND 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A.MAXIMUM OF 5'-0' O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. WORK. SMOKE ALARM NOTES: W L) 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8, PROVIDE SOLID BLOCKING 10 FOUNDATION AND GIRDERS UNDER ALL SQUARE IOOTAGES: Q p CONCENTRATED LOADS AS REQUIRED, GENERAL WALL BOARD NOTES: I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS. RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, � O E o. ONE IN EACH SLEEPING ROOM, � HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE " b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW FIRST FIDOR : 1,515 S.F. a , q. PROVIDE SOLID FIRE BLOCK!";�s OVER ALL CONGEALED FLOORS AND � GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND F THE BEDROOMS. Q g. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARINf- WALLS AND GIRDERS. CEILINGS UNLESS NOTED OTHERWISE, PROVIDE 5/8" MOISTURE RESISTANT VICINITY O NEW SECOND i�QOR 1,Z7S S.F. THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. TOTAL BUIL3l-NG AREA 2,790 S.F. T l o`o 10. PROVIDE GALVANIZED META- CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE MZ� `J MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. COVERED P(RCH AREA : 114 S.F. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL (` 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZE). PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 Q 00 OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNEGTIOPS AS REQUIRED FOR THEIR SIZE AND USE UNLESS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. m ZONING C�ASSIFICATION: AT ALL WALLS AND CEILINGS OF A o SHOWN UNLE55 NOTED OTHERWISE. rq 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD a rq NOTED OTHERWISE. ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT J� M I1, THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 1 (VJ P/Vwook11, REFER TO NAILING SCHEDUL PROVIDED IN DRAWINGS. NAILING NOT ZONE - METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER w INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD �Y/(�►/�� I/[' //�/�,1 PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND AT ALL INTERIOR WALLS COMMON TO GARAGES. BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. `C ! • • t � i�V !sy THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD • PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD THE CONTRACTOR'S FAILURE 'TO PERFORM THE WORK IN ACCORDANCE WITH THE NEW YORK STATE AND THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF DRAWINGS AND SPEGIFIGATION:3. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS. HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK, YEAR MATERIAL. 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS 13. ALL DECK JOISTS SHALL BE AGQ AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES: OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIREDWELLING 514ALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; GENERAL EXCAVATION * SACK FILLING NOTESs 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED, ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC • • PROVIDE ASPHALT ROOF SHINGLES WITH FELT OVER 60 MIN. GRADE 'D' BUILDING 5. G I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SFIEATHING OVERR ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/� HOUR FIRE RATED PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM RAFTERS AS PER THE PLAN AT I6" O.G. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES r'�1 BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN HAVING JURISDICTION, UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING H WITH THREE COATS. PROVL,E A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. LIST OF DRAWINGS SAND NON-SHRINKING SOIL CHARACTERISTICS, THE ARCHITECT HAS PREPARED SHEATHING AND THE IN5ULATION. THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CON5TRUCTICN GENERAL LIGHT, VENTILATION 4 HEATING NOTES. CAPACITY OF TWO TONS PER SQUARE FOOT, IT IS THE SOLE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 5/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, ENERGY NOTES+ Al1 ENCOUNTERED G BY CONDUCTING, TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SF,-'-'.FT l GENERAL NOTES 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATUPAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START ---- o. PROVIDE 51DING AS PE'c �LEVATIONS OVER 60 MIN, VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN T T WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING ?Ar'`r O:� 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING Sx=" r A� FOUNDATION PLAN COMPLIANCE TO THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF L , AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORD!NC, TO PLAN AT 16" O.C. WITH BATT INSULATION PER NEW YORK STATE. �1 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY PLAN, 5/8" GYPSUM WA!.t.'30ARD TAPE AND SPACKLE THREE GOATS. �. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. Sr.T-`ii✓T A.3 FIRST FLOOR PLAN F- 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND �® b. EXTERIOR NOTCHES I )THE 1. ,, AND BORING. SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE _ ` SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING �( ram- 1 t, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS SH1"JE T A4 SECOND FLOOR PLAN W FROM THE ARCHITECT, THE MIDDLE I!a OF THE STUD LENGTH. NOTCHES IN THE OUTER i/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. �OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. u - 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE It, BORED HOLES 5HALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL GENERAL GLAZING NOTES: HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE l'1�; REQUIRED HEIGHT. ��i T A� ELEVATIONS / THE EDGE OF THE HnLE SHALL SOLE RESPOSIBILITY OF THE USER OF NOT BE CLOSER THAN 5/8? TO THE H15 DOCUMENTS AND HIS CONTRACTORS !>� UNLESS SPECIFICALLY NOTED OTHERWISE. THE U5ER OF THESE DOCUMENTS EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE G . 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE EX�UBLED, HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES ShFIi T A6 ELEVATIONS WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE 1 PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION p ,•' TEST OF A5TM E Igg6 AND OF ASTM E 1886 AND R301,2.1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A r to C3iu CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS, THE NEW YORK STATE PROFESSIONAL ENGINEER. SHrJLT A / SECTIONS of the Tow Code THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE OTHERWISE. BY EXCEPTION TO R301,2.1.2. 4, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF E-1 A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS 5HALL BE A MINIMUM OF 3'-O' BELOW FINISHED GRADE. d. PROVIDE 2x4 STUDS AT 16" O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET -� ODE PAGE C. STUDS SHALL BE CONTINUOUS BETWEENSH"LT AS HORIZONTAL SUPPORTS INCLUDING THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT RETAIN STOR`' WATER RMIOFF 2. ALL GLAZING HALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. P�IIStlAIIT T CHAPTER 236 � BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CLIENTPRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROO,-- ^t,4PiHRAGM ASSEMBLIES. O � FINISH R FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOP, ON SITE F. FOR DROPPED HEADER: AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. OF THE TOWN CODE. w DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON W GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES; GENERAL SWIMMING POOL, HOT TUB 4 SPA BARRIER NOTESt M1 Hi �¢r.�RB ` BOTH SIDES OF THE HEADER. 1 , °luI�"[� O EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL oB.P.# n/ GENERAL CONCRETE NOTES+ h, LINTELS SHALL NOT BE LESS THAN. BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER _ hh��'""--11 I. THREE 2x10'S FOR SPANS UP TO 7'-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED - COMPLY WITH ALL CODES OF 1, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE II, THREE 2x12'S FOR: SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R3I0 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. tE' l F•;v. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS F ;" S Y S � OTirl ` U.'�C-" '; `';:; t,?; rE NEW YORK STATE & TOWN CODES A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH THE CODE REQUIRES. F.'d,JT �{� REQUIRED r�� np _ {�� �y i. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE ?;`�; .i f>j:1� FOR THE AS REQuIR�.D ��etJ CC?i�`i�i I IO;Y:ti Vr 2. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501L DESIGN BEARING ROUGH FLOOR UNLE55 NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE QUO Fiz Trd,(!i PRESSURE IS ASSUMED TO BE: A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO. �^ :7 !^, r, r' ram':.' I r-W',!_71A 2. CARRY ALL FOOTINGS TO A FOt MINIMUM OF 36? BELOW GRADE ON TO A FIRM c^ _ j, MAXIMUM SPANS FOR I:INDOW SILL PLATES USED IN EXTERIOR WALLS SHALL 0. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOL ✓ w_,iE I P UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. " ._._ _. NOT EXCEED THE FOLLOWING SPANS. b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET ROL ^' 'r= ^ ��rr t 1'pp❑❑'t,(/� / .�..li, E,, I"LLiUI[ING V ^�i'�"..^"y•.r�4r:-r� �r_--n B. THE FOUNDATION WALL SHALT_ BE POURED CONCRETE THICKNESS AS 1, (I)-2x6 (FLAT) FOR UP TO 7'-0" 1nIcJ1 j -- L u J Ivrii lCi�,JI Ct G. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24", \�� C NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS I1,(2)-2x6 (FLAT) FOR UP TO 10'-7° Fl�r T. ' ^ � RD d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20° 11 (t UST SECTION. THE FOOTING SHALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE k. PROVIDE I" 'ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3, BE ( - cr : D __ e.� _ �\G�P Al.M �q Tin PLANS WITH 3:5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR LL C( - '' �'{LI L MEET THE OCCUPANCY OR A WALL GROSS SECTION, I. FOR LEDGER BOARDS U3E ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5,0 SQUARE FEET. `QUI, ' Cf TI _COQEaOFPJE4"s< OCCUPANCY 4. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. USE I Q` 8' TO WALL WITH Y2"m DIAS7ETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL 4 ''ORK L tl'O RESPONSI3LE FOR SrU LAWFUL BOARD, JOIST TO LEDGER BOARD, WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL ^, i! i' ^!<'�' v I uES �.. ;,�,..�.TrTI��� ERRORS. WITHOUT CERTIFICATE 5. s/e°m DIAMETER X 16' LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE m, PROVIDE GIRDER PER FLAN ON 3Y2"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE � p \' �9J 04186A .� OF 33" O.C., 12" FROM EACH ESOARD END AND AT LEAST TWO PER CORNER. , OCCUI AIWC FDA �O� CONCRETE FOOTING AS=• ?ER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. 6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO NEW PLUMBER CERTIFICATION PLUMBING . _ FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 7, DAMP t WATERPROOF FOUNDATION WALL W ON LEAD CONTENT BEF0,17E WITH SPRAY-ON ERT1Ft%ATE OF OCCUPANCY At PLU"'�!61NG WASTE WATERPROOFING BY RUB-R-WALL OR EQUAL. �% t' t� p r &�`'DATER LIMES NEED 8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON SOLDER USED IN Y/��AT I•i TC' yTING RCFORE COVERING UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY. SUF'�'L.Y SYSTEM CANNOT q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL EyvEEp 2/10 OF 1% LEAD. ELE vT &1C�p�L ¢ HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST, ` 4 .p-��L �`'�� � iEd� m �� EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND .y i P' GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION TRUSS PUCARD*`IG nrDU'.r!:D STRENGTH OF 3,500 PSI AT 2.5-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO �IoT"Jer Door THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL R IF and dllctworl: No. Date Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE llD t��r'7 PROCEED�4'iTH:- testing required" REVISIONS: CONCRETE VOLUME, FRr,''t; ''4:_- �?NTIL SURVEY 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. 0F_FV . . ..•`, w LOCATION " HAS,SLEEi'l � � 11, ALL CONCRETE WORK SHALL 2E IN ACCORDANCE WITH THE LATEST AGt & � 4, APPROVED. C Drawn By: 315 AND ASTM G1157 REQUIREMENTS. �7i rAltIS I ^ �' Date: 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® � JUL � g �`�d 7�21�22 CONFORMING TO THE LATEST A5TM A-615 GRADE 60. ` Ella.. C i- ;+-+�c ?"Z 1 +v 6UILDIN G DEFT: ". '' , T�°vve �u SDUT6� ?a 1 Drawing No.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED CODE,.'� WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK Rrt✓Lp�^ �.�TO STATE LICENSED ENGINEER, EYUPG�1 I'/It�LETION , �� 14, ALL STEPPED FOOTINGS SHALL. NOT BE GREATER THAN (I) VERTICAL/ (2) EEFORIE HORIZONTAL. 1Vo LtSt provide Manuals D,J and S as per 14YS Energy Code w w Q OF 8 SHEETS _ i k 171-411 _ 201-4° u 51-.I�/211 � F - - - - F -I - - - - - - - - - - r— — —'k- - - - -- - - --- - - - - - - - - - - - - - - - - - - � — — — — — — W LI_ J (2) - 2" x 10" L —J G. Q. G I R D E R IJ LI _ -1 J- - - - - - M--1 1 I (SEE POOL PLAN AND DETAILS OTHERS) I — — — — — — F� Q '*!,* Q I \ (VERIFY APPROVED L ATION) F t— -1 L — — — — F_ -1 1 O O E Ii-0u ° io ° i° 7°_,4n \ L c 101--6n - = 10°-1 n - I *- 7 -4 ? -4 CY�-I J �°_0°° I Q x 1I II E �y - � r l DROP p, ;.yel i 2"x10" NAILER-SECURE W/ I O U I V N � kZ"(PxB"LAG SCREWS 0Df6"O.G. C / U I00 ! N _ o 1�- = -� �; ; r - -- --- r - --- - - - - -F , — — — - - I - C ) - � J L _ J L _ J G RDER L J I I •� :j — L — J —i I I ii� .: � - - - - — — -- w F.J. b.i �-� e 10 � t ' I �1 s JJ F.) . I l� I � C 2,� L. I .L. BEAM P IC T. - — — — — — — — — — — — � •.' I 2 x6 L — EJ — L�I— J S'-0° 12 to I t -- - - C2)-11`4"x117/d„ L.V.L, WDR_ - - -- -1 EASEMENT ?I •,'.' i 4"P.C. 5LA5 IN/ 6Y.6, 10/10 IN,"J 1. � L TJI 3'�0 II'/e" F.J. OVER VAPOR' BARRIEh r\�I � I ® I ;ter I j { I "^';y. .�- •, C� 16" O.G. X I _ 1 = _ I F i I 1 I TJI :�F..O !!7Ig" F.J. - � }.3• •. I I I 0 16" O,C. — �/ II (2)vF_J' c = �2)_13/4"xllil" L.V.L. NDR. 13R s,-916" 9i 171-,�OY °° � > � IS°-0�4° I •i' I a Nf I I + I _ _ TJI 360 117/6„ F.J. I I r I r 16" O.G. / i I I I I I � I � I I � I " � I •,. I i (2,)-FeJ — J L _ — _J L — _ J 4"W STL. COL. ON _ I(�' 3 x30"x15" THK. P.C. F� C Lu I RE-BAR, E.i^d. I I ` N!_E55 OT�IERWISE Nr.7ED1 ^ I y` &BEAM PKT. tt 2"x10" .ILER-SECURE / I '/1,"0xw3"LAG ,SCREWS cs)16"OHNCN/r� i %� I— 4 ° I M. MgTO C� Q t •., s F -I _ ��I I �2 - - _ !, — A. C`O. G 1 D E IR I r 1� IY ---------I- 1�'°—o':--------' B _ — — — — -- -- - - - 041a6 O� 7 61° y ' L_ __ _ - - _ _ - - _ '�TFOFN � I 1 6S°_2u I 01 i FOUNDATION L- i -- ---- ----- SG,4LEc y,�'°�11_01" 2 !o/f3/22 REVISED , I 7/21/22 PERMIT SET , No. Date Title i 1 REVISIONS: Drawn By: RMM Date: • � ���Qnt7� 7/21/22 D Drawing No.: 0 Cif 1 2 2022 P4A2 TOWN 07SO "'i'll" w L�1 OF SHEETS eI - m^.ar�vt -- .,.-�.r.z;.:mae.-,.. - v,.:-, . e a. *caNv.. .,:r.-,...:,.ry�.� wva*cx�¢r..s:ar ._, a.:.�aaa• - _ - 17'-4" 201-41t e_ 51-41' (L 41-411 ICE- 3I-011 MZ'M u 0 5) u u DN (SEE POOL PLAN ANC) DETAILS BY 0-r;.4F-R5) (VERIFY APPROVED LOCATION) 00 ":t rq TV4210L -F1-42i0510 -rV4210510 oo CONT. HDR. )-21.XI2" 0 tr) en o I LD N DECK F"G120GII % Z_ (a)-1 11 7/a,, L.V.L. HDR. F.J. x ill EGRESS N 0.1 FV4GI00GII - — — — — — — — — — — — - — — — — - (3)-1514"x'l11/2" L.L.V� —DR. L.V.L. DR. 2 �_2"_iE;_r L_ PLT. 1-4 Mq M 17 0 DIN 2-x7� 2 lfl 5D 0 N -x )-13/4"xq�2" L.V.L. HDR. T-JI 250 q,2 F.J. LED 16 '7 1ASTER /Z -r-il 230 Clk," F.J. t p BEDROOM FAMILT ROOM C4 (n T-JI 230 qk2" F.J. )-13/,"xC1312" L.V.L. 14DR. J IL 3*x7" W+ 41- B11 e_,sll 61 VV211 x 61-411 It 41-2 rny UP 2'x 7' BY2 2-.7- 2x7 Isl - x V L eA AI -rZY BATH F.J. _j x 151 0 D I'l ta I C:L el� t_4 7p �3D . A 7 Z5 v V (:,�)-2"xI2" 12" xi C:L 0s, T1,426310 (3)-2"xI2" -rN26310 T 210510 "210510 40 TW2GSIO /A P40re_ 17 COVERED PORCH aED AR < 0� B x 0 ro,\ ;I 41-0)4ell 01-IGII 51-311 21-011 51-311 .1-011 4 .41-011 11 L I I C — � -1 v Ir Cr- CL Cr- C. CE CE 41-1111 211-011 Is-l-Wo 6al-211 F L-OO PL- AREA CALCULATIONS F I RST TR AN 2 10/a/22 FZI=-Vl5EZ> SCALEt kv."-0-0" NEW FIRST FLOOR 1, 545 5.F. I 7/21/22 !i PERMIT SET NEW SECOND FLOOR 1, 235 5.F. No. Date Title REVISIONS: TOTAL BUILDING AREA 2, 750 S.F. Drawn By: COVERED PORCI-4 AREA 114 5.F. ROOF DEG<5 244 S.F. Date: 7/21/22 Drawing No.: A3 OF SHEETS 1 - - — - — - - — --- �J 101 M 0 CE €�'-�1✓'.-;r Sr- �s{n 4r- ° 71-q" 71-q" w ~ ~ --- --�' - -- ----- -- - - ---- ol x I H 3w �- 1 W U O Cy rrll GABLE RAIL O � Poor DECK o = AXW91 AXln1B1 TW210d.10 -1-W210410 1 ( (3)-2"x10" NOR. '3)-2"xl0" HDR. BUILT-IN — �- = WINDOW SEAT I ! EGRESS CUSTOM --- - E17/," L.VL. I-1DR. r, I 5Y2° $e2n I rIY2 IC, DN !1 tJJ 0 �! U f 17! 1 A ROOM Q S D N 1� Wp -�__ _- — I o O - W G606 x C3)-2"x10" HDR, o I l7 S I( fr1 X I O i (� U # °+� ! I PQ I- I _ 0 2 C L 2" x 12" R 1-D , E _�L10 — y- -'- -. .- .s ..12" R I D G E� LV� i - - - - - 1 I HALL -4 N I ��2" �°`-0" i 71-101`�L�'""" r'-�4" I BY2 �o'-On 21- n (! '� --� � � L �� 6 ly - - _ U � ! - -- - --- — — L-O V 9`-0"1 r � r n u1y2 TUB CID 4v �R.F2. (� <� 5y2'0 311� MATH {I �# W I C3)-2" 10" fr C3)-2"xi0" �9 CB)-I�dl U1 ; t-1DR. 1•.1.c. j C3)-2"xl0" ( )-2"xl0" '±� ! 7W210410 7W210410 i i ® 71W210410 TW210410 - 1 ! EGRESS — — — — — — — E_GRESS C�)-2"xl " j C�i j-2"x10" EGRESS EGRESS - -- I � G I DPP ,� O r u ro 1` 1-117 n I �_ n i n i n i n tU C� - 2 -11 4 -0 % 4 A 3 -16 b -6 3 —6 04 w\ (: I 5211-211 E31V N LOOK PLAN v 2 10/5/22 REVISED I 7/21/22 PERMIT SET No.11 Date Title REVISIONS: Drawn By: RMM Dat.: 7/21/22 Drawing No.: A4x w � O SHEETS BRICK CHIMNEY BEYOND ----__ _ -_-- -- _---- � ` ° — _--- --- — - - — -- T 3Z.00F CONST. Q -- - ---- - - - --------- f�' A5PI-4ALT ROOF SHINGLES - - T- ;._.T ----- i - ,' O.H. F" O.H. �i I _ _i �_ ._-- = �-'r-�=1==T�= I •�_�-I�j - _.I r— - � � ;uI = a I- -_ TW2 04; '1-h12 041 w2 041 �� I _ I— w2�041 L 041 - w2�041 { -� l Otl BLIND METAL- _ . I _ w v FLASHING (T -Y.) -_ .� 1, : * (_i — �--_ ° LL _I i- — -._Ivor .a - --� 00 M—. — _ — ,� ,_ 1 III V TYPICAL ROOFING _ — _ -- __ ` -_ --' L: ROUGH 2ND FLR. STANDING SEAM— _ — ��' . Li__ =-1 METAL ROOF - - -r - ( I I - IFT tr' -'-� II III n I t : r 4 I I I =� YPICAL XT. ALL CONST. -- T E W—I,. 11 '� l -i. 1 CEDAR SHINGLES I wa'�•�t p I I r I w s1 T�� 1 ig hs- L � - - �= -I c L _ I_ — 051 W2 051 II_ e • - t-- !- i`'OUGH IST FLR. 'art GRADE TI 1� l - i I I 1I I�t _ - - GRADE � ,p.� � ! I I t r F� I E EN FEN` "' -- l�- - - - - - - - - - -. � — - - -� - - — - - - - -- --- - - - — — — — -- — — — — I - - - ..—. - - - -. .- - - - - '-i TYPICAL ROOF CONST. I2 — � — —" '-I ASPHALT ROOF SHINGLES £3� BRICK CHIMNEY -__-_-_.------ - — - oL L.G.C. THRU FLASHING BLIND METAL F� _ FLASHING (TPY.) /� ► 1^� O lit I I 111 11 1 1 11 A- HEAD FLASHING I+q 1 1 F I O.H. - 3' RAILING HT. I GABLE RAIL - I EG E55 - - TW2041 TYPICAL ROOFING 12 PERGOLA BEYOND STANDING SEAM� 3 i-- ..l _ _ p ARCy�� METAL ROOF P rPIGAL EXT. WALL CONST. — 1 CEDAR SHINGLES t _ I t " COLUMN----- W2 051 c. [ ITT i 1 It GRADE GRADE 2 10/5/22 REVISED I 7/21/22 PERMIT SET I I I I I I -No.11 Date 11 Title r I—I I I I I REVISIONS: BASEMENT I I Drawn By: Date: 7/21/22 Drawing No.: _ W SCALE= 4"—I'-0" � A5 w Q OF 3 SLEETS I TM, BRICK CHII—INEY U-1 TYPICAL VR,00F C0N57. L.C.C. T�--IRU FLASHING--- TYPICAL ROOF CONST. A5PI-4AL-r P-00F SHINGLES ASPHALT RCOOF SHINGLES u C, @) 7—r= oil IIIII I :a TT 1 11 1 011 it-Ogg L) O.H . U It m 2HEAX�431 AX-'431 3' RAILING W7. 0 C) Gus-rof"T r-7-7--r-r7--M LrIIP2 1,41' 11 1 ELI 1111111 Ill I 1 11 11 1 1 1 11 11 1 L 0 4-1- 'TYPICAL ENT. WALL CONST', TYPICAL �X3". WALL CONST. 5WINGLE5 CEDAR CEDAR 15"INIGLE5 U J-L-I COLUI—IN NG100cl I I Ill 11 All I 1 11 1 11 11 11 L H L2J'111 T"210SIC T"21051 II I I 117 D T7 GRADE GRADE Y BRICK CHIMNEY BEYOND -- -- 12 TYPICAL ROOF CON115T. ASPHALT ROOF SHINGLES REAR FEL-FEVATION (EEAST) 12 SCAII-Eit 11 1-011 FTT BLIND r-iF-FAL- — FLASHING (TR-7-,' Ll J I�—fin _-_=,�j�i�` s =rc!!, li - I�—emu iL I 7- LI -T-1 JIL F L j B.' RAILING "T CABLE RAIL L Hill I I TNJ041 T T LU TYPICAL ROOFING 12 F A." U ; EU- -L SE ' T FLF;Z. r-",ETAL ROOF J L ROUGH STANDING GI-4 2ND -FIT I f TF] TT-FITF I --T-- FLA5HIN 7 I-L ri"7TF T��I I Will ! I J ITT T I 111 11 T k -.f -TT-T-1-ITFIT-F T I I I j E j T WALL CONIST. 11 .L YPICAL EDCT. 04A -T CEDAR SHINGLES -E 0 TTF1TTT I I I I I I I I I F I -TTITT-TF-1 1 11 ! 1= --- L L j TTT --7 Th V! COLU!"'IN TI .1 TL142 O�,10 TN2101 cl I M 11 1111== -F-F 77 GRADE GRADE 2 10/5/2 REVISED 21/22 PER!"117 SET No.11 Date Title L J REVISIONS: Drawn By: - - - - - - - - - - - - Date: 7/21/22 Drawing No.: te^'-iN (NORTH ) F, 1 A6 F, OF 3 SHEETS 5-2 A6 2"x10" R.R. TYPICAL ROOF CONST. CED 16" O.G. ASPHALT ROOF SHINGLES 30rs BLDG. FELT UNDERLAYMENT O.H. SELF-ADHERING "MOISTURE GUARD PLUS" 5/4" AG EXT. PLYWD. SHEATHING 2"xIO" R.R. V 16" O.G. TYPICAL SOFFIT CONST. O.N, 2"x8" G.J. CP 32" O.G. I"x4" TRIM W/ 2" SCREENED STRIP VENT T.O.P. O.H. (3)-2"xIO" HDR. (3)-2"xIO" HDR. i W - BEDROOM i ? BAT44 BATH BEDROOM W H � � ly � o -3 W � TJI 230 �I%?" F.J. J W '-•� a AS Q p I6" O.G. U -' 9/4" PLWD. SBFLR. ROUGH 2ND FL. �. T.O.P. z TYPICAL EXT. WALL CONST. F--1 O O 18" LONG RED CEDAR PERFECTION QP! f SHINGLES, 5%2" EXPOSURE h F.L� N = MASTER 303* BLDG. FELT UNDERLAYMENT I LAUNDRY PWDR. I FAMILY ROOM BATH s/e" EXT. PLYWD. SHEATHING 6 6 J - 2"x6" STUDS @ 16" O.C. r l V N R-21 KRAFT FACED FIBERGLASS5-4 A6 TJI 360 117/e" F.J. BATT INSULATION CA 16" O.G. PLWD. SBFLR. V 1ST, FL. ROUGH 15T FL. EL. q.5' - '~ M T.O.F. GRADE GRADE GRADE EL. 6.5' - -III=IIII 0 I iI I I IIII = BASEMENT J III=III=I TYPICAL FDN. CONST. U' COMPACTED FILL —III 8 x8, P.G. FDN. WALL W/ =11 MI :, J III—I I (2)-tt5 RE-BARS T*B WATERPROOFING — U 4"P.G. SLAB W/ 6X6,10/10 IN.W,I"1. I—III- (2)-2"x6" TREATED SILL FE' AS NOTED OVER VAPOR BARRIER III-II SILL SEALER • • III= } TERMITE SHIELD —III III=III 5/6"(P x 12" ANCHOR BOLTS W/ 2"X2" STL. T.O.F. ,. ,..•. _ = -I I I I .. .•., ,. III- WASHER CA 33" O.G. III- WATERPROOFING rr� 8"xl6" P.C. FOOTING W/ r (3)tt5 RE-BARS rA_`� BUILDING SECTION 0 �� A7 �' 5-1 SCALE: %4"=1'-O" A8 2"x12" RIDGE AB 2"x12" RIDGE 2"xi0" R.R.O.C. 2"xIO" R.R. � 16" r--•� @ 16" O.G. 12 12 12 12 8 F_ TYPICAL ROOF CONST. 2"x6" G.T. TYPICAL ROOF CONST. 32" O.G. ASPHALT ROOF SHINGLES 2"x6" C.T. ASPHALT ROOF SHINGLES AB �'-2 V 32" O.G. 30tt BLDG. FELT UNDERLAYMENT aJ -2 30tt BLDG. FELT UNDERLAYMENT r-1 u SELF-ADHERING "MOISTURE GUARD PLUS" A8 SELF-ADHERING "MOISTURE GUARD PLUS" W m O 2"x8" G.J. 3/" AG EXT. PLYWD. SHEATHING w' S2" p G /4 AG EXT. PLYWD. SHEATHING 32" O,G. " 2"x10" R.R. V 16" O.G. �J1 - T.O.P. T.O.P. 2"xIO" R.R. Cm 16" O.G. - - v F•�--1 (3)-2"xIO" HDR. (3)-I�/4"xll�/e" L.VL. HDR. TYPICAL SOFFIT CONST. (3)-2"xIO" HDR. (3)-2"x10" HDR. TYPICAL SOFFIT CONST. W/ 2" SCREENED STRIP VENT „ „ „ „ I'-6': I"x4" TRIM (3) 2 12 HDR. 1 x4 TRIM W/ 2„ SCREENED STRIP VENTO O.H. I'-6" O.H. i'-6" i'-6" O.H. I� RAILING = O.H. _ �^ _ BEDROOM ; MEDIA ROOM ROOF DECK ; W BEDROOM z N ROOF DE 2"x8" R.R. co _ to 5/4" DECKING OVER fY _ 5/4" DECKING OV R (PIG" O.G. Q TAPERED SLEEPERS c�_3 U' I J TAPERED SLEE RS, J TJI 230 q%2" F.J. E.P.D.M. ROOFING, W TJI 230 cQ " E.P.DI ROOFING = V cm16" O.C. PITCH 'BOARD AS 0 16' O.G. 2 F.J. V W PITCH B ARD 5-2 5/," AC EXT. PLWD. SHE THING. = s/," AG EXT. PL SHEATHING. A8 12 g/" PLWD. SBFLR. 9 3 r- 4 CURB /4 PLWD. SBFLR. � � CURB ROUGH2ND FL. ROUGH 2ND FL. T.O.P. TYPICAL EXT. WALL CONST. -tERED 15" LONG RED CEDAR PERFECTION a ( ) a xll /e SHINGLES, 5'/2" EXPOSURE ��\GHPRD L,VL. HDR. �j 6 /4„ xll /e' L.VL, HD 50tt BLDG. FELT UNDERLAYMENT H 9� l-_ (3)-i a /e EXT. PLYWD. SHEATHING * , w� O.H. R-21' KRAFDT FACES IF D OFIBERGLASS COV PORCH--I DINING PERGOLA _ _ ? BATT INSULATIONS ,t = LAUNDRY = = K I TG�-1 EN ROOM `� � � *• l(1 6 S-2 6 � o f MASTER w.1.c. 6 _j BEDRMASTOOM o i l 9�FoF 7861 2"xl0" NAILER:-SECURE / 5_4 V TJI 360 117/e" F.J. j� Q 5_4 V - t '/2" IO LAG SCREWS CR1 " ,G. A8 @ 16 O.G. = A8 TJI 360 II7/B" F.J. W DECK 2"xIO" NAILER-SECURE IN/ „ „ CdD 16" O.G. %2"mx3"LAG SCREWS CD16"O.G. 2 x A.C.Q. J. s/,�" PLWD. SBFLR. C�16' O.G. 9/q" PLWD. SBFLF:. 2"xW A.G.Q. D.J. ROUGH IST F IST. FL. ROUGH 15T FL. - IST. FL. Pico" O.G. EL. C1,5' - - -�- '� EL. C1.5' L.- -% (2)-2"xl0" A.G.Q. GIRDER T.O.F, - T.O.F. (2)-2"xIO" A.G.Q. GIRDER EL,A6.5IDE —GRADE GRADE GRADE G ADE I I I=1 I `, I I 1=I 11= -1 11=1 1 11 I =1 11=1 1=1 y o ? — = BASEMENT r. _ - BASEMENT _ 1� ' Z I I=1 I I=I 1 I-I 11-1 I �.;' Z I I I=1 III-1I I III-III o I-III- I=1I ..: ;;.II I I- o -III o = 1I 11 I-1 1 11 -1 I I I I I- 1 1 � -1 111111 III; No. Date 11Title 11 J COMPACTED FILL I—III �J 4"P.G. SLAB — I I- _ REVISIONS: U W/ 6X6,10/10 W.W.M. -III—I 4"P.G. SLAB W/ 6X6 U COMPACTED FILL III II- i TYPICAL FDN. CONST. WATERPROOFING — ,10/IE W.W.M. �• -III_ OVER VAPOR BARRIER =III= OVER VAPOR BARRIER III—I I I TYPICAL FDN. CONST. III =1 1=1 8"x8 P.G. FDN. WALL W/ Drawn By: W��TERPROOFING 11= 1 : .: n, =1I � (2)'tt5 REFBARS TBB W/ T.O.F. -III III= II=III III=III; (2)�s=5 RE-BARS TSB _.:.. - — .' - • :••. ;.: - "x6" TREATED SILL fE' AS NOTED I � (2) 2 T O F. III; RMM - =1 ..; :,. •• "' ' • • ' � - - I (2)-2 TREATED SILL FP- AS NOTED ' .. ... .. : .:... :. ... .•. :... •..•..�.::....... "x THE I— SILL SEALER I- SILL SEALER Date: TERMITE SHIELD TERMITE SHIELD 7/21/22 s/e"m x 12" ANCHOR BOLTS W/ 2"X2" STL. %I,"0 x 12" ANCHOR BOLTS W/ 2"X2" STL. WASHER 0 55" O.G. WASHER @ 33" O.G. WATERPROOFING WATERPROOFING DrawingNO.: BUILDING SEC It 1 ON C /mot B 8"x16" P.G. FOOTING W/ C BU I l.._D I NG SEC ( 1 ON (3)tt5 RE-BARS 8'xl6" P.G. FOOTING W/ •-� (3)tt5 RE-BARS A / SCALE: %4" = I '-O" �� SCALE: %4" = 1'-O" gs� A7 a � w Q OF 8 SHEETS INSTALL SCHEDULE "SIMPSON RIDGE TENSION STRAP 16" O.G. STRONG TIE" LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH MCP05URE B BY SIMPSON STRONG TIE TIES @ EA. END WFCI1 GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS 1 1/4" X 15" 20 GAUGE WITH OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION (4) 8D COMMON NAILS EACH SIDE MINIMUM ROOF LIVE LOADS J015T DESCRIPTION NUMBER OF NAILS NAIL SPACING •� HEADER AS NOTED N (IN POUNDS-FORCE PER SQUARE ROOT OF HORIZONTAL PROJECTION) RAFTER FRAMING O ° ROOF RAFTER 16" O.C. DOOR OR WINDOW Q Rafter to Top Plate (Toe-nailed) TRIBUTARY LOADED AS NOTED Wall height 8 ft. 3-8d?# ?$ per rafter AREA IN 50UARE FEET O FOR ANY STRUCTURAL Wall height cl - 10 Ft. 4-8d?# ?$ per rafter MEMBER ROOF SLOPE Ceiling Joist to Top Plate (Toe-roiled) 0 TO 201 TO OVER Wall height 8 Ft. 3-8d?# ?$ per joist 200 GOO 600 Wall height q - 10 it. 4-8d?# ?$ per joist ROOF RIDGE FLAT OR RISE LESS THAN 4 INCHES PER FOOT O Ceiling Joist to Parallel Rafter (Face-noiled) Roof 5pon (Ft.) (1.3) 20 16 16 12 20 28 36 R15E 4 INCHES PER FOOT (1-3) TO LESS 3=12 Roof Slope @ 16" O.C. 5-I6d 8-I6d II-Ibd 14-I6d THAN 12 INCHES PER FOOT (I.I) I6 14 14 4:12 Roof Slope @ ib' o.c. 4-I6d 6-I6d 8-I6d II-I6d each lap � O 5,12 Roof Slope @ I6" O.C. 3-I6d 5-I6d 7-16d q-I6d each lap RISE 12 INCHES PER FOOT (III) AND M U 7,12 Roof Slope @ 16 o.c. 3-I6d 4-I6d 5-I6d 6-I6d GREATER O� S RIDGE STRAP 2:12 Roof Slope @ 16' o.c. 3-16d 3-I6d 4-16d 5-16d 12 12 12 I2:12 Roof Slope @ t6' o.c. 3-Ibd 3-I6d 3-I6d 4-I6d N.T.S. Ceiling Joist Lops over Portitiois (Foce-nailed) Roof Spin (Ft.) O 12 20 28 36 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �••I E-+ TYP I CAL D /�ETAIL (IN POUNDS PER SQUARE FOOT) ["'� U 3:12 Roof Slope @ Ib o.c. 5-I6d 8-I6d II-I6d 14-Ibd EXTERIOR -LEADERS w 4:12 Roof Slope @ 16" o.c. 4-I6d b-Ibd 8-I6d II-I6d each lap Z N.T.S. 5:12 Roof Slope @ I6' o.c. 3-16d 5-I6d 7-I6d q-16d each lap 7.12 Roof Slope @ib" o.c. 3-16d 4-I6d 5-I6d 6-16d USE LIVE LOAD U ROOF RAFTER q:12 Roof Slope @16" o.c. 3-I6d 3-I6d 446d 5-I6d H a 12:12 Roof Slope @Ib' o.c. 3-I6d 3-I6d 3-I6d 4-I6d EXTERIOR BALCONIES C7 60 Collar Tie to Rafter (Face-noied) 6-8d per tie DECKS 40 O Blocking to Rafter (Toe-noiled) 2-5d each end ATTICS WITHOUT STORAGE 10 5/e"0 x 12" L. x 3'-O" O.G. ANCHOR Rim Board to RoFter (End-noled) 2-I6d each end ATTICS WITH STORAGE 2O / a BOLTS W/ 3"x3" SO. STL WASHER.(P-O" FROM CORNERS) WALL FRAMING ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER TABLE 4 r l 00 o. Top Plate to Top Plate (Foce••I•wiled) 2-I6d?l per Foot SLEEPING ROOMS 30 v N TOP PLATE Top Plates at Intersections (Fore-nailed) 4-Ibd joints - each side N r- Stud to Stud (Face-nailed) 2-I6d 24" o.c. 0 00 M Header to Header (Fore-noile;o; Ibd 16' o.c. along edges ' INSTALL "SIMPSON STRONG-TIE" O rq W-2.5 CLIPS V 16" O.G. W/5-8d NAILS Top or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud a �- TABLE R301.2(1) 3-I6d per 2x(o stud CLIMACTIC AND GEOGRAPHIC DE51GN CRITERIA M 4-I6d per 2x8 stud WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC Bottom Plate or Floor joist, Etndjoist, SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE SIMPSON STRONG TIE MTS12 p� Foot LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY I I/4" X I6 GAUGE STRAP IN/ Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ (4) 8d COMMON NAILS ((5) ad FLOOR FRAMING 25 P5F 130+ NO NO 1 B SEVERE 3'-O" MODERATE SLIGHT TO COMMON NAILS IN GARAGE) INTO MPH TO HEAVY MODERATE THE ROOF RAFTER 4 (4) 6d Joist to Sill, Top Plate or Girder (Toe-noiled) 4-Bd per joist COMMON NAILS ((5) ad COMMON NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-nailed) 2-6d each end STUD. Blocking to Joist (Toe-noiled) 2-8d each end Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block Ledger Strip to Beam (Face nailed) 3-I6d each joist Joist on Ledger to Beam (Tot-nailed) 3-8d per joist Bond Joist to Joist (End-nailed) 3-16d per joist rS2 1"ITS12 DETAIL Bond Joist to Sill or Top PLote (Toe- PROTECTION 2-Ibd?1 per Foot GLAZING PROTECTION FROM WIND—BORNE DEBRIS ROOF SHEATHING N.T.S. Structural Panels Bd 6" EDGE/ 6° FIELD NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF r o , Diagonal Board 5heothing � ° AND A MAXIMUM SPAN OF 10'-0" FOR EVERY WINDOW. PANELS {1•.�+ 1"xb' or I'x8" 2-8d each end SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH (� VOW or wider 3-8d each block APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE I U SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. /1w/ p CEILING SHEATHING ,,p••, Gypsum Wallboard 5d coolers 7' edge / 10' Field FASTENER TYPE FASTENER SPACING O " •o C r� o INSTALL "SIMPSON STRONG-TIE" WALL SNEATNING PANEL SPAN PANEL SPAN PANEL SPAN o MSTA36 STRAPS 16" O.C. Structural Panels - see Simplified Wall S 4'-O" SECURE WITH 26- IOd NAILS Sheathing Pressure E Nailing 2Y?" se6 WD. SCREWS r71 Zones this e. 16' 12" 9" w 'o Fiberboard Panels pug ) •0 7/I6' 8d 3" edge / 6' Field T/w, �—" WALL—TO—FND. CONNECTIONS 25/92 8d 3' edge / 6' Field 2ya" ue WD. SCREWS I6" 12" V o LL - •0 Gypsum Wallboard 5d cooler 7" edge / 10' Field� N.T.S. /'� • Hardboard 8d (see Simplified Wall o O ( \ Particleboard Panels Sheathing Pressure a Nailing I il--If Bd Zones this page.) Diagonal Board Sheathing FASTENERS AS NOTED 1"xb' or INN' 2-Bd per support IN SCHEDULE ABOVE 10x10" or wider 3-15d per support SIMPLIFIED WALL SHEATHING FLOOR SHEATHING WINDOW PLYWOOD AS NOTED PRESSURE it NAILING ZONES GLA55 Structural Panels 2•x4' BRACE • LARGER SPANS W 10 less b' edge / 1 field r T I greater I' IOter than d b" edge / b' Field ^W Z Diogonol Board Sheathing WINDOW VxV or W 0- 1'x10" or 1w der 3-8d per support SILL t n (� :a � per ppa' a/ INI— J M 71 Nailing regyirments are based on wall sheathing nailed 6" on-center at the in Panel edge. IF wall shec O ° is nailed 3" on-center at the palel edge to obtain higher shear capacities, nailing regyirments for o I 0 structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. O T \ •0 I ?@ When wall sheathing is continjols over connected members, the tabulated number of nails shall be PLYWOOD STORM PANEL V permitted to be reduced to I-16d ioil per foot. 'SHUTTER" DETAIL 1 �% 0 6 .o O ( o (S-3-- T"I STA36 DETAIL NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN a N.T.S. FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL WALL SHEATHING NAILING SCHEDULE FOR ONE AND TWO FAMILY DWELLINGS, IgC15 SBC HIGH WIND EDITION,SECTION 2. ZONE 5 ZONE 6 FIELD 4.. O.G. 8" O.G. Q4e G P M.�i F INSTALL "SIMPSON STRONG-TIE" EDGE t ' H-6 TIES P 16" O.C. 1^1/8-bd NAILS 3" O.G. 4" O.G. ALL %2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I O 10 WITH 6d COMMON NAILS- 2" x ll'/" GA. - PATTERN AS •—{-------------------�— 3' V.T.R. 1 1 3• V.T.R. lf1J Q H6 ,0 INSTALL "SIMPSON STRONG-TIE" INDICATED ABOVE. I ROOF • � � 41861 PA ANCHORS c� 16" O.C. W/ 2- ad NAILS Q I I I 2' ��2• �I� 'r 2• 9T��FlVEW���� - r ----------- I I ------------rt- r-1--r-I I r-T- I I I T - c ' �✓ I 0 I O I 2•I 2' 2.1 2.1 1 2' 2'1 2"1 2` 2. 1 2. 12' 12' 2. I I I I 1 I 1 v I I LAV o '%"(P x 12" L. x 3'-0" O.C. ANCHOR COMPONENT AND CLADDING PRESSURE ZONES I O 4 we we we 01 O I I I�. I�. R I TUB I�. I�. I R. I�• BOLTS W/ 2"x2" 50. STL WASHER. NUMBERS INDIATE NAILING ZONES I I 1 I 2ND FL. 3" BP (P-O" FROM CORNERS) 1 I 1 I 3 2 2' 3' LTP4 AS PER TABLE 3.2A 4 3.215 1 I 1 3' I s' L 3• 1 - -------------------�- -------------1- _ -I�'-r- 1 1 _ 2- TPA ROOF SHEATHING NAILING SCHEDULE _L__----__ --- 01 2' 2" 2' 12• 12• 2 12• �z•-�2• 2• I I ° 'N ° 3' LAV ter. O W.M. D.W. I B. I LAV O Di I 1 -------I------T— IST FL. 1 T y�. .�.. ZONE I ZONE 2 ZONE 3 ZONE — 2 2• 3' Y 2' 3' I I 1 3• 3' 3• FIELD 1 1 I 11 F.A.I. 8" O.C. 12" O.G. 3" O.G. 4" O.G. 1 I I No.11 Date I Title 1 I� ID EDGE 4" O.G. 6" O.G. 3" O.C. 3" O.C. O i O i I BASEMENT 3' B' REVISIONS: I I I c.o y ' • i 1 ———————— C.O. C.O. C.O. TO AN APPROVED Drawn B -----�— ALL /2' EXT. PLYWOOD WALL SHEATHING TO BE SECURED 1 a I 3 SANITARY SYSTEM RMM WITH M L 8d COMMON NAILS- 2'/2' x IOkA" GA. - PATTERN AS I INDICATED ABOVE. — ----------------------------------�— O O 4' x.H.C.I, 54 F=LR. —TO— F=ND. CONNECTIONS Date: N.T.S. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS 7/21/22 REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL CODE OF MEMBERS" TABLE S (1) OF THE RESIDENTIAL NEW YORK STATE ROOF PLAN PLUMBING RISER D I AGRAI"I Drawing No.: SC.: i/8" = I'-O" NOT TO SCALE NOTE: PROVIDE CONTINUOUS LOAD PATH FRO" RIDGE TO FOUNDATION. w a) OF 8 SHEETS