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Home My WebLink About50685-Z F Sao ryo� Town of Southold * * P.O. Box 1179 o� 53095 Main Rd UNV , { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46585 Date: 10/16/2025 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 7180 Great Peconic Bay Blvd Laurel, NY 11948 Sec/Block/Lot: 126.41-9.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/02/2024 Pursuant to which Building Permit No. 50685 and dated: 05/15/2024 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: Additions and alterations to existing accessory garage to include an accessory apartment as applied for per ZBA #7868SE dated 1/18/2024. The certificate is issued to: Edwin Pisani,Margaret Pisani Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0229 10/13/2025 ELECTRICAL CERTIFICATE: 50685 5/14/2025 PLUMBERS CERTIFICATION: Brad Piecuch 5/9/2.Q25 tho ' ed i ature z TOWN OF SOUTHOLD Dy �g11FFQ(Kc ` BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��o • SOUTHOLD, NY 0110 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#: 50685 Date: 5/15/2024 Permission is hereby granted to: Pisani, Edwin PO BOX 657 Laurel, NY 11948 To: construct additions and alterations to existing accessory garage to include an accessory apartment as applied for per ZBA & SCHD approvals. At premises located at: 7180 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-11-9.1 Pursuant to application dated 4/2/2024 and approved by the Building Inspector. To expire on 11/1412026. Fees: ACCESSORY $560.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $660.00 Building Inspector pf SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edwin Pisani Address: 7180 Great Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 50685 Section: 126 Block: 11 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Indoor rv-0�1 Basement I—' Service F-7 Solar F Outdoor F47 1st Floor fV7 Pool F Spa r Renovation F 2nd Floor I— Hot Tub Generator Survey In Attic FVF Garage rl Battery Storage INVENTORY Service 1 ph �.- Heat Duplec Recpt 17 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph r Hot Water Gas GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe t Heat Detectors 1 Disconnect Switches 7 4'LED Exit Fixtures Other Equipment: Mini Fridge, (2) Minisplits (1)Blowerhead (1)Ducted, 200A Panel 42 Circuits/ 17Used Notes: Acc. Garage Apartment Inspector Signature: X Date: May 14, 2025 Sean Devlin Electrical Inspector sean.deviin(D-town.southold.ny.us 7180Pecon icBayBlvdGarage -mvn Hall Annex Walk y°=. ;,Y�� Telephone(6311765-18 54375 Main Read Y-a.Sox 1179 C5, Co SouffwK NY 11971-0959 _ . MAY 1 2 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Departm,,,jt Town Of SOUVIO rt gate- � 9 02 5r Build itNo- 50(aF5 Owner., i 0.n hh (Please print) Plumber-7brb.Q -T t e_C K-r h ('lease print) T certify that the solder used in the water supply system contains less than rl G of l%lead. (P umbers 5iwature) Sworn to before me this clay of 20 oF-� SU A.t=a _ �PubTg,- Nm 01R1619;,MComa p - - ' s Mamh ta,2&Z9' 'i pEsoulyO� ' $;5 7/go Pe con 1"c ftd_ # # TOQN OF SOUTHOLD BUILDING DEFT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' ' [ ] FIRE RESISTANT PENETRATION [A ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gt� C6 vleijs Boyd �V,6 DATE �'d� o�, INSPECTOR )L4iO� �O pF SOUTyOIo # * - TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR . [ ] ROUGH PLBG. ] FOUNDATION 2ND [ 'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS. Ig5ul4pr\ I ► � c-u--,kAqA -(�dm //Is 5p,�� alowtv— Joov_ �,64 ge,�UYS uws j 4- ite Ar l 'Le> em, A045 a2b v __wa4ls oh,-k Wow of e, 42 DATE INSPECTOR OF SOUlyolo ,57 C * # TOWN OF S.OUTHOLD BUILDING DE PT. coutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /�_!:j INSPECTOR OF SOUTyOIo —7 1 g,6 # # TOWN OF SOUTHOLD BUILDING DEPT. om� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o, � �� AY r�- r o, r DATE Zj INSPECTOR q SOUIyo� * TOWN OF SOUTHOL-D BUILDING DEPT. ourm� 631-765-1802 I-N-SPECTION ( ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING . [ ] FRAMING /STRAPPING _[. FINAL " -.Ae—. ' - [ ] FIREPLACE & CHIMNEY [ :] FIRE SAFE Y INSPECTION =[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Vu C /fthn QL I- v Vi 0,4 V SAA 0 C, CIDa av JA2�� 0 . DATE Y> INSPECTOR �o�aOF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 'gum, 631-765-1802 s INSPECTION ' [ ] FOUNDATION 1ST/ REBAR- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Ael-�_ [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION` [ ] . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:. nt 60H finj (�cadd wjeA A *\vM f\ DATE INSPECTOR 1 o��OF SOUThO D� TOWN OF SOUTHOLD BUILDING DEPT. °�y�ourmN�' 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ""'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ - I RENTAL REMARKS: D� i DATE •a •a INSPECTOR y CHITECT MARK SCHWARTZ & ASSOCIATES 28495A,lain Road• PO Boy 933•Ct11C110gUC, .XY 11935 II 631.734.4185 Mardi 22,2025 Jfl Southold Town Building Department MAY 2 3 2025 54375 Main Road Southold,New York 11971 Bui"c-hig Department TOW11 Of sout"hoid Re: Pisani Property 7180 Peconic Bay Blvd Laurel,NY To whom it may concern, I have been on site for portions of the construction phase. The foundation footings and walls,slab insulation and fire separation at garage have been completed as per plans and meet current NYS Code requirements. Please contact this office with any questions you may have. Sincerely, Mark Schwartz MA st s Insulation 1977 Main Road, Laurel NY 11948 A 1 � 202 CERTIFICATE OF Building DerartmplIt Tovvn Of SOLI'A Told PROJECT INFO: DATE OF INSTALL- 1/02/2025 7180 PECONIC BAY BLVD LAUREL, NY 11948 ROOF RAFTERS .5 LB OPEN CELL 10 NOMINAL R-38 SPRAY FOAM --•----••.................•-------•-------•-•-•--•-•-•-=-----•-------•-•---------•------•----------••--••-•-•-•-••......- ABOVE GRADE N/A EXTERIOR WALLS 2X6 ------•............•----------- •--••- •-------••------------••-•-••------•----------•........................•-••.---••- ABOVE GRADE N/A EXTERIOR WALLS 2X6 --•......................•---------------......--••---•---•-•---------•-•---------....••-•-•---------------...........--- ABOVE GRADE 2LB CLOSED 3 NOMINAL R-22 EXTERIOR WALLS CELL SPRAY 2X4 FOAM RIM/BAND N/A JOISTS ......................•------------•---............-•••-•-----•------------------•---•---•-......•••••••••-••••.......... BASEMENT N/A FOUNDATION WALLS ..--•--...-•--•-•------•--•.........................•---•--•----•-•--.................-----•••••••-•••-•••-••-. ••....... THERMAL/ INTUMESCENT EXPOSED ATTIC IGNITION PAINT SPRAY FOAM BARRIER •-------•----•--••-----....---•-----•.........................•--•-------•-----•••---............-•--••......-•.......... FLOOR JOISTS N/A WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS -••------•-•----•.................................................................••---•--......•••-------••-•-••....••-• ............. -•--------------.......--•-----•-----------------------•---.........-----•......••••••...••••......... L� I1F.FIRE-STOP: 1/02/2025 DOD E C E U v FMAY 12 2025 UU 7Q�, Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP: 1/02/2025 U r — Job: Pisani Property �� L�� h��t F� ' � __ ' �<". � Date- M�m\�� ~�� axawomp Entire � \ By Ron — U $�& 1 1 ��/� ' p|un' 7�nopevvn/�oayaxvm ��oKSr�� G��K�or � U "»=� ` ' ^ � ' PO Box noo Remsenburg,wr11000 Phone:631-2194444 Email: @g Project Information For Pisani Property 718OPnoonio Bay Blvd,Laurel,Nf11Q48 Design Information Ht0 C|g Infiltration Outside db("F) 18 88 Method Biovwardoor Inside db(^F) 70 75 Shielding/stories 3(partio|)/2 Design TD(°F) 52 11 Pressure/ACH6AVF 50Pa/3D/457chn Daily range - L Inside humidity 38 50 Moisture difference(grAb) 22 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA18NAHZ Cond GUZ-KA18NAHZ AHR|ref 211289256 Coil S\G-KP18NA^ /\HR1ref 211289258 Efficiency 9.2HSPF2 Efficiency 12/4EER2.18JSEER2 Heating input Sensible cooling 15300 8tuh Heating output 21600 8b/h@47°F Latentuuo|ing 2700 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 800 chn Actual air flow GOD nhn Airflmwfbdor 0.035 chn/Btuh /\irflmwfautor 0.048 uhn83tuh Static pressure 0 in H2O Static pressure O inH2[` Space thermostat Load sensible heat ratio 0.86 Capacity balance point=18^F ROOM NAME Area Htg load Clg load Htg AVF ClgAVF Other equip loads 0 0 Calculations approved byACCAto meet all requirements cf Manual J8tbEd. ��- mwrn Kntso��~ eoc�M"�o,4.^*»r ,.^^..��_�_~�_ mnhw,"itew Universal umwu*�.01nouo,o*o Page ACCA -huoft*wxCkGo Green_noopomom Bay owu.mn ou/o~muo Front Door faces:o Building Analysis Job: Pisani Property 4 )GO GREEN 9 Y Date: May27,2025 r En-rgyCorp. Entire Building By: Ron L Go Green Energy Corp Plan: 7180 Peconic Bay Blvd PO Box800,Remsenburg,W11960 Phone:631-219.4444 Email:ron@gogreenenergy.com Project • • For: Pisani Property 7180 Peconic Bay Blvd,Laurel,NY 11948 Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(OF) 70 75 Elevation: 7 ft Design TD(OF) 52 11 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 21.5 35.7 Dry bulb(OF) 18 86 Infiltration: Daily range °F) - 12 ( L ) Method Blower door Wet bulb(OF) - 73 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/457 dim Component Btuh/ft2 Btuh %of load Walls 3.4 2931 16.9 Wall Glazing 16.5 2151 12.4 °`s Doors 20.1 2254 13.0 Ceilings 1.5 1456 8.4 Floors 2.7 2326 13.5 °tea Infiltration 2.4 2660 15.4 Ducts 3513 20.3 Piping 0 0 Infiltm6on Humidification 0 0 Ventilation 0 0 Doom Adjustments 0 Total 17290 100.0 C.ihp Floors Component Btuh/ftz Btuh %of load Walls 1.0 841 6.7 Wall Glazing 26.1 3394 27.1 Doors 10.1 1136 9.1 Ceilings 0.5 465 3.7 Glazin ntemal Gains Floors 0 0 0 Infiltration 0.2 262 2.1 Ducts 1946 15.5 Ventilation 0 0 Internal gains 4490 35.8 Blower 0 0 Adjustments 0 °0Ors Total 12534 100.0 ceill s, Ducts in Niratlon Latent Cooling Load=2002 Btuh Overall U-value=0.073 Btuh/ft�-°F, Window/Floor Area=15.0% Data entries checked. �rv�fightsoft' 2025-May-2714:14:37 ^` .., •, Right-Suite@Universa12O2424.0.01RSU07699 Pagel ACM...htsoftHVAC\Go Green-7180 Peconic Bay Blvd.rup Calc=MJ8 Front Door faces:S �> Project Summary Job: Pisani Property GO GREEN 1 rY Date: May27,2025 yr' Energy Corp. Entire Building By. RonL. Go Green Energy Corp Plan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,MY 11960 Phone:631-219-4444 Email:ron@gogreenenergy.com Project • • For: Pisani Properly 7180 Peconic Bay Blvd,Laurel,NY 11948 Notes: Design Information Weather: Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 86 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 11 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2016 Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13777 Btuh Structure 10588 Btuh Ducts(R-4.0) 3513 Btuh Ducts(R-4.0) 1946 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17290 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 11356 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3 partial)/2 Pressure/ACH/AVF 50 Pa/3. /457 cfm Structure 1396 Btuh Ducts 606 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft�) 870 870 Equipment latent load 2002 Btuh Volume(ft3) 9135 9135 Air changes/hour 0.31 0.15 Equipment Total Load(Sen+Lat) 13358 Btuh Equiv.AVF(cfm) 47 22 Req.total capacity at 0.85 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA18NAHZ Cond SUZ-KA18NAHZ AHRI ref 211289256 Coil SVZ-KP18NA* AHRI ref 211289256 Efficiency 9.2 HSPF2 Efficiency 12.4 EER2,18.7 SEER2 Heating input Sensible cooling 15300 Btuh Heating output 21600 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.035 cfm/Btuh Airflowfactor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=16 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -rp- wrryghtsoTt- 2025-May-2714:14:37 Right Suite@Universa1202424.0.01RSU07699 Page ACCA ...htsoft HVACIGo Green_7180 Peconic Bay Blvd.rup Calc=MJ8 Front Door faces:S GO GREEN Right-JO Worksheet Job: Pisani Property Energy Corp. Entire Building Date: May27,2025 Ron L Go Green Energy Corp Pan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,W 11960 Phone:631-219-4444 Email:ron@gogreenenergy.com 1 Room name Entire Building Ntchenefte 2 Exposed wall 127.0 It 21.0 It 3 Room height 10.5 ft d 10.5 ft heat/cool 4 Room dimensions 12.0 x 9.0 ft 5 Room area 870.0 T 108.0 ftz Ty Construdion U-value Or HTM Area (ft2) Load Area (it2) Load number (Btuhllt;°F) (Btuh/P) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sv 0.665 n 3.35 0.96 210 98 329 94 0 0 0 0 . _11D0_ __ _ _ _ 0.390 n 20.12 ._ '10.14 112 112 2254 - -_1136 0 0- 0 0 V)/ 12F-0sw 0.065 a 3.35 0.96 348 294 986 283 0 0 0 0 —G 2 glaanq,dr outr _ 0.320 a 16.51 ._ 28.81 54 0 892 1556 0 0 0 0 11 V 12F-0sw 0.065 s 3.35 0.96 210 183 614 176 95 95 317 91 I� 2 glazing,dr outr, _0.320 -s. 16.51 _.. .15.54 _ _27_ _ -0 446 . 420 0 0 _ _0 _ 0 12F-0sw 0.065 w 3.35 0.96 348 299 1002 287 96 83 277 79 t—G 2 glazing,dr outr, 0.320 w 16.51 28.81 49 0 813 1419 14 0 223 389 C _ 18B-38a1.. .._...- _ 0.029, r - - 1.50 ._.-0.48 :_ 973 973 .._ _1456._.. 465 121 121 181 ._ 58 F 22B-10Vm 0.355 18.32 0.00 870 127 2326 0 108 21 385 0 6 c)AED excursion 0 82 Envelope loss/gain 11117 5835 1382 699 12 a) Infiltration 2660 262 454 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 3 690 1 230 Appliances/other 3800 2000 Subtotal(lines 6to13) 1 13777 10588 11136 2974 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13777 10588 1836 2974 15 Ductloads 26% 18% 3513 1946 26% 18%1 468 547 Total room load 172901 125341 2304 3521 Air required(dm) 600 600 80 169 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -*- wrYgF�tsoTt� 2025-May-2714:14:37 --• RighFSuite@ Universal 202424.0.01RSU07699 Page1 ACC[a htsoftHVAQGoGreen_7180Peconic Bay Blvd.rup Calc=MJ8 Front Door faces:S a V' GO GREEN Right-JO Worksheet Job: Pisani Property r Energy Corp. Entire Building Date: - May27,2025 Ron L Go Green Energy Corp Pan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,W 11960 Phone:631-219-4444 Email:ron@gogreenenergycom 1 Room name Bed 1 Bed 2 2 Exposed wall 23.0 ft 10.0 ft 3 Room height 10.5 ft heat(cool 10.5 ft heaUcool 4 Room dimensions 12.0 x 11.0 ft 10.0 x 14.5 It 5 Room area 132.0 f12 145.0 T Ty Construction U-value Or HTM Area (fF) Load Area OF) Load number (Btuh&2--°F) (Btuh/Il=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 n 3.35 0.96 0 0 0 0 0 0 0 0 t--D 11D0 ___ 0.390 -n 20.12 _. 10.14 _._.. 0 ., . _0 _ . _0 0 0 .. _ .0_ 0.- 0 Val 12F-Osw 0.065 a 3.35 0.96 96 83 277 79 80 67 223 64 I-G 2 4laang,dr ouh; 0.320 e, 16.51„ _- 28.81 _ 14 0 223 389 14. _. _ - 0 _ 223_ 389 11 Val 12F-Osw 0.065 s 3.35 0.96 116 89 297 85 0 6 0 0 �-_G 2glazing,drout;.. 0.320_ s__ 16.51 __ ..15.54 ._. _ 27 0 ._ 446 420 0 . _ 0. . .. . _..0 _ 0 y/ 12F-Osw 0.065 w 3.35 0.96 0 0 0 0 0 0 0 0 -7G 2 glazing,droutr, _ 0.320 w 16.51 28.81 0 0 0 0 0 0 0 0 C. .. 185-3 I_ - _.- .__.. _ 0.029 -_- _1.50 . .._- 0.48. _ ._148_ .._ ,148 .-._-_221 __71 .. .162 _ 162 -_-- _243 .78, F 22B-10.tpm_ 0.355 18.32 0.00 132 23 421 0 146 10 183 0 6 c)AED excursion -74 3 Envelope lossrgain 1884 969 872 533 12 a) Infiltration 504 50 191 19 b) Room ventilation 0 0 0 0 13 Internal gains OoapaPos @ 230 1 230 1 230 ApplianoWother 900 900 Subtotal(lines6 to 13) 238B 2149 1062 11682 Less wdemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2388 2149 1062 1682 15 Dud loads 26% 18% 609 395 26% 18% 271 309 Total room load 2998 2544 1333 1991 Air required(dm) 104 122 46 95 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -� wrigFftaofC'�A Right Suite®Universa1202424.0.01 RSU07699 2025-May-2714:14:37 Paget htsoftHUAQGoGreen_7180PeconicBayBlvd.rup Calc=MJ8 Front Door faces:S �'.�' GO GREEN Ri ht-M Worksheet Job: Pisani Property r Energy Corp. Entire Building Date: May27,2025 Ron L Go Green Energy Corp Pan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,W 11960 Phone:631-219-4444 Erroil:ron@gogreenenergy.com 1 Room name Bath Storage 2 Exposed wall 10.0 ft 63.0 ft 3 Room height 10.5 ft heaUcool 10.5 ft heat/cool 4 Room dimensions 10.0 x 5.5 ft 21.5 x 20.0 ft 5 Room area 55.0 ft2 430.0 fe Ty Construction U-value Or HTM Area (T) Load Area (18) Load number (Btuh/ft;°F) (Btuh/ftz) or perimeter (ft) (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 -n 3.35 0.96 0 0 0 0 210 98 329 94 -D. 11DO __._ 0.390 n 20.12___10.14._ _ 0 0 0 0 112 , 112 2254 1136 V)! 12F-Osw 0.065 a 3.35 0.96 0 0 0 0 172 145 486 139 -G 2 glaanq,dr oW, _ 0.320 e _ 16.51 28.81 __ 0 0 0 -0 27 0 446 778 11 V�! 12F-Osx ' 0.065 s 3.35 0.96 0 0 0 0 0 0 0 0 I-G 2glazing;orou6;. __ 0.320 s . 16.51 15.54 .0 _._ _ 0 0 0 0 _ 0 _ _ 0 0 __ 12F-Osw 0.065 w 3.35 0.96 80 71 239 69 172 145 486 139 tG 2 glazing,or out, _ _ 0.320 w 16.51 28.81 9 0 144 252 27 0 446 778 C. _._ 18B-38a1 0.029. -_ 1.50 _. 0.48 _ _ 61 . .. _. .61 92_. 29 481 . ._ 481 .._ .719 230 F 22B-19tpm 0.355 18.32 0.00 55 10 183 0 430 63 1154 0 6 c)AED excursion 104 -114 Envelope loss(gain 659 454 6320 3180 12 a) Infiltration 191 19 1320 130 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Appliancesrother 01 0 Subtotal(lines 6 to 13) 1849 473 7641 3310 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 849 473 7641 3310 15 Dudloads 26% 18% 217 87 26% 18% 1949 609 Total room load 1066 559 9589 3919 Airrequired(dm) 37 27 333 188 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. yVrO!j1F7tSOf1t� 2025-May-2714:14:37 ACCA �•-• - Right-Suite®Universal 2024 24.0.01 RSU07699 Page ...htsoftHVAQGo Green-7180Peconic Bay Blvd.rup Cale=MJ8 Front Door faces:S Job: Pisani Properly GO GREEN Right-A@ Form A Energy Corp. Entire Building Gate: May 27,2025 Ron L Go Green Energy Corp Pan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,NY 11960 Phone:631-219-4444 Erriail:ron@gogreenenergy.com 1 NameofRoom Entire Building Wtdienette 2 Running Feet of Exposed Wall 127.0 It 21.0 It 3 Ceiling Ht(Ft)and Gross WallArea(SgFt) 10.5 ft 2325.5 f 2 10.5 ft 388.5 1F 4 Room Dimensions(Ft)and Floor PlanArea(SgFt) 870.0 ftz 12.0 x9.0 ft 108.0 ft' 5 Ceiling Slope(Deg.)and Gross CeilingArea(SgFt) 26.6 972.7 it' 26.6 120.7 it= Type of Const, Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 ylall 12F-0sw n 3.35 0.96 210 329 94 0 0 0 11D0 .,_ __n_ _ . 20.12_ ._.10.14_. _.._ 112. .2254 1136_. -0__ .- - 0:_ . _.._ 0_. V�/all 12F-0sw a 3.35 0.96 348 986 283 0 0 0 t-Glaz 241aan4,drouh;_., a_,- 16.51 _ . . 2881 _,_. 54 _892_ _ 1556_ 0 0 0 11 aVl/ ll 12F-0sw s 3.35 096 210 614 176 95` 317 91 l-__ laz_._,_ _ ._ 2 glazing,droutr,_. S. .. .,_. _16:51.. _.._ 15.54_ _ .___27_ -446 ...... 420 _.. 0. .. ... 0. _ ._,-- 0_ Vl/all 12F-0sw w 3.35 0.96 348 1002 287 96 277 79 laz 2 glazing,droutr, w 1.6.51 28.81 49 813 1419 14 223 389 Cell _,_ ._.._. .18B 38a1__ _,_. .1.50,. -. _._ .._048._. __ 973_. - ,1456_ _ ._465- _.__.121 181__ ..-- .58 Flor 22B-IOtpM _ _ _-- 18.32. 0.00 870 2326 0 108 385 0 Infiltration Heating Load(Btuh) 0.31 2660 454 Effect WAR WAR 12 Sensible Load(Btuh) ACH 0.15 1.00 262 0.17 45 Latent Load(Btuh) 546 Internal a Oocupants at 230 and 200 Btuh 3 690 600 1 230 200 b Soenarionumber 0 0 13 c DefaultAdjustments d CustomAppliances 3800 250 2000 250 e Plants 0 0 14 Subtotals Sum lines 6 through 12 13777 10588 1396 1836 2974 Duct EHLF&ESGF 0255 0.184 3513 1946 468 547 15 Loads ELG 606 75 16 Ventilation Loads VentCfm 0 E Cfm 0 0 0 1 0 17 Winter Humidification Load Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AED Exarsion&Latent Moisture Migration Load 0 82 21 1 Total Load Sum lines 13 through 19 17290 12534 2002 2304 3521 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft� Right-Suite@ Universal202424.0.01 RSU07699 2025-May-271:114:8 Page I /iCCA „htsoftHUAQGo Green-7180Peconic Bay Bivd.rup Calc=MA Front Door faces:S r GO GREEN Right-A@ Form A Job: Pisani Property Energy Corp. Entire Building Date: May27,2025 BByy� Ron L Go Green Energy Corp Pfan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,NY 11960 Phone:631-2194444 Eniail:ron@gogreenenergy.com 1 Name of Room Bed 1 Bed 2 2 Running Feet ofEposedWall 23.0 It 10.0 ft 3 Ceiling Ht(Ft)and Gross WallArea(SgFt) 10.5 ft 425.5 ft= 10.5 ft 417.0 f 2 4 Room Dimensions(Ft)and Floor PlanArea(SgFt) 12.0 x 11.0 ft 132.0 ft' 10.0 x 14.5 ft 145.0 ft° 5 Ceiling Slope(Deg.)and Gross CeilingArea(SgFt) 26.6 147.6 ftz 26.6 ° 162.1 fF Type of ConsL, Panel HTM Area or Btuh Area or Btuh E)posure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 aV!/ II 12F-0sw n 3.35 ' '0.96 -0 0 U 0 0 0 _... - cor_--_..-.- 11D0,_-. -.._.---- __n .._ _----.20.12 - ._._10.14_ _._0,.. .-- -.-._0 _..._A.. _0 _..0. P. aW II 12F-0sw a 3.35 0.96 96 277 79 80 223 64 L.-,_Glaz _ 2 glaanq,dr outr, __ e ,- _ 16.51 a_ 28.81 14_ _223 389 14 223__ 389 11 y/ail 12F-0sw s. 3.35. 0.96 116 297 85- 0 0 0 �. Glaz____.__ .2glazing,dr.outr-. _s-..__ ___16.51_ _ __-15.54-n _-.__.27_. ..._. 446..: __420_ _ 0 _. __0 0- V�lall 12F-0sw w 3.35 0.96 0 0 0 0 0 0 _nlaz _ 2glaang,droutr, w 16,51 28.81 0 0 0 0 0 _ 0 Cell _., . .__. 18B-38a1. 1.50_. _-0.48- 148_ _ -.-221 _ ._ 71 162._.. 243 _. 78 Flor 228101pm 18.32 0.00 132 421 0 145 183 0 Infiltration Heating Load(Btuh) 0.31 504 191 Effect WAR WAR 12 Sensible Load(Btuh) ACH 0.19 50 0.07 19 0.15 Latent Load(Btuh) Internal a 0ocupants at 230 and 200 Btuh 1 230 200 1 230 200 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 900 0 900 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2388 2149 1062 1682 Dud EHLF&ESGF 0255 0.184 609 395 271 309 15 Loads ELG 92 101 16 ventilation Loads vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion&Latent Moisture Migration Load -74 3 21 Total Load Sum lines 13 through 19 2998 2544 1333 1991 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrti9~ cx 2025-May 271 Right-Suite@ Universal 2024 24.0.01 RSU07699 Page 2 'C�'`...htsoftH\AC1Go Green-7180Peconic Bay Blvd.rup Cale=MJ8 Front Door faces:S g ' GO GREEN Right-A@ Form A Jab: Pisani Property Eaergycvrp. Entire Building Date: May27,2025 Ron L Go Green Energy Corp Pan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,NY 11960 Phone:631-219-4444 Erroil:ron@gogreenenergy.com 1 NameofRoom Bath Storage 2 Running Feet ofE)qx)sedWall 10.0 ft 63.0 ft 3 Ceiling Ht(Ft)and Gross WallArea(SgFt) 10.5 ft 273.0 ft2 10.5 ft 821.5 ft2 4 Room Dimensions(Ft)and Floor PlanArea(SgFt) 10.0 x5.5 ft 55.0 T 21.5 x20.0 ft 430.0 1t° 5 Ceiling Slope(Deg.)and Gross CeilingArea(SgFt) 26.6 ° 61.5 fF 26.6 480.8 it= Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 12F-0sw n 3.35 0.96 0 0 0 210 329 94 tLDoor -__11D0 . - -_.. _ n._, _ 20.12_. _ . .10.14- _0_ 0 ._. 0_ 112 2254. 1136. all 12F-0sw a 3.35 0.96 0 0 0 172 486 139 laz' .- 2glazinq,orouh;_. a 16.51 -- 28.81 . 0 0 0 . 27 446 778 11 all 12F-0sw s 3.35 0.96 0 0 0 0 0 0 laz ._ _ 2glazing,drou% s_ _ _ _16.51 15.54 .0_ 0 _ .0 _ 0_ -0. 0.- aW II 12F-0sw w 3.35 0.96 80 239 69 172 486 139 laz 2 glazing,or outr, w 16.51 28.81 9 144 252 27 446 778 Cell___. .... . 186c38a1 1.50 _._.. _.0.48-_ .,. ._61,. 92.-- 29. ---481_ _. 719 ._ 230 Flor 22B-10tpm 18.32 0.00 55 183 0 430 1154 0 Infiltration Heating Load(Btuh) 0.31 191 1320 Effect WAR -- WAR 12 Sensible Load(Btuh) ACH 0.07 19 0.50 130 0.15 Latent Load(Btuh) Internal a Docupants at230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 - - 0 13 c DefaultAdjustments - d CustomApplianoes 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 849 473 7641 3310 Dud EHLF&ESGF 02-5 0,184 217 87 1949 609 15 Loads ELG 38 300 16 ventilation Loads ventCfm 0 E Cfm 0 17 Winter Humidification Load GaVDay 0 18 Piping Load 19 Blower Heat 20 AED Excursion&Latent Moisture Migration Load 104 -114 21 Total Load Sum lines 13 through 19 1066 %9 9589 3919 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. - wriglfstRsotft� Right 2025-May-2714:14:38 Suite®Universa1202424.0.01 RSU07699 Page htsoftH\AC1Go Green-7180Peconic Bay Blvd.rup Cato=MJ8 Front Door faces:S M'' GQ GREEN A Form -Worksheet A Job: Pisani Properly Date: May 27,2025 Energy Corp. Entire Building By. Ron L Go Green Energy Corp Plan: 7180 Peconic Bay Blvd PO Box 800,Remsenburg,NY 11960 Phone:631-219-4444 Email:ron@gogreenenergy.com Supporting Detail Project Name: Go Green 7180 Peconic Bay Blvd Date: May 27,2025 Address: 7180 Peconic Bay Blvd,Laurel,NY 11948 Phone: Job ID: Pisani Property Worksheet A Location and Design Conditions Weather Location: Montauk,NY,US Elevation= 7 1 Latitude= 41 Indoor Conditions,Heating: DB= 70 OF RH= 30 % Indoor Conditions,Cooling: DB= 75 OF RH= 50 % Table 1 Conditions 99%DB= 18 °F 1%DB= 86 °F Grains Difference= 36 grflb Daily Range= L Design Temperature Differences HTD= 52 OF CTD= 11 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2025-May-2714:14:38 —14.1 ".11—N (wnp�n, Right Suite®Universa1202424.0.01RSU07699 Pagel ACM...htsoftHVAC\Go Green—7180 Peconic Bay Blvd.rup Calc=MJ8 FrontDoorfaces:S N Level 1 Bath Kitchenette Storage Bed 2 Bed 1 Job#:Pisani Property Go Green Energy Corp scale:1:54 Performed by Ron L for: PcIga1 Rsani Properly PO Box 800 RgftSuteDU i esd 2:24 7180 Peconic E3ayBlvd Remsenburg,NY11960 24.GO1 R411WeM Laurel,NY11948 Ffione:631-219-4444 2]75Mw2714:14:3�71�P�c�� ron@gogreenenergycom Manual S Compliance Report Job: Pisani Property Q GO GREEN p p Date: May27,2025 &-gyCorp. Entire Building By: Ron L Go Green Energy Corp Plan: 7180 Peconic Bay Blvd PO Box800,Remsenburg,W 11960 Phone:631-219.4444 Email:ron@gogreenenergycom Project • • For: Pisani Property 7180 Peconic Bay Blvd,Laurel,NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.6'F Sensible gain: 12534 Btuh Entering coil DB: 75.3'F Outdoor design WB: 72.7'F Latent gain: 2002 Btuh Entering coil WB: 62.8*F Indoor design DB: 75.0'F Total gain: 14536 Btuh Indoor RH: 50% Estimated airflow: 600 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA18NAHZ+SVZ-KP18NA* Actual airflow: 600 cfm Sensible capacity: 15300 Btuh 122%of load Latent capacity: 2700 Btuh 135%of load Total capacity: 18000 Btuh 124%of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 18AOF Heat loss: 17290 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA18NAHZ+SVZ-KP18NA* Actual airflow: 600 cfm Output capacity: 21600 Btuh 125%of load Capacity balance: 16 'F Economic balance: -99 °F Meets all requirements ofACC•A Manual S. ti wrightsoft- 2026-May-2714:14:38 ^ti ,,,,,,.,p,,,,,�„„,-„�„r� Right-Suite®Universal 2024 24.0.01 RSU07699 Page 1 ACCa ...htsoft HUAC\Go Green_7180 Peconic Bay Blvd.rup Calc=MJ8 Front Door faces:S SVZ-KP18NA 18,000 BTUIH MULTI-POSITION 18,000 OUTDOOR UNIT Job Name: System Reference: Date: Indoor Unit...........................................................................SVZ-KP18NA Outdoor Unit..................................................................SUZ-KA18NAHZ .tow L� .. w INDOOR UNIT FEATURES • Ducted air handler provides a solution to cool and heat large zones • Highly efficient totally enclosed ECM motor • Selectable external static pressure:0.30,0.50 and 0.80 in.WG with 3 fan speeds at each static setting • 1 inch R4.2 fiberglass free insulation reduces condensation and boosts efficiency • Positive pressure cabinet with air leakage of less than 2.0%at 1.0 In.WG(Tested perASHRAE Standard 193) • Unique blow through design allows simple coil cleaning when the blower is removed • Multi-position installation:horizontal(left or right),vertical(up or down) • Optional electric heat kit for additional heat capacity • Optional humidifier control and ERV control • Built-in humidifier control,ERV control and auxiliary heat control • Optional downflow kit • Multiple control options available: o kumo cloud®smart device app for remote access o Third-party interface options o Wired or wireless controllers OUTDOOR UNIT FEATURES • The outdoor unit powers the indoor unit,and should a power outage occur,the system is automatically restarted when power returns • INVERTER-driven compressor and LEV provide high efficiency and comfort while using only the energy needed to maintain maximum performance • H2i®hyper heat performance offers 100%heating capacity at 5°F • Hot-Start Technology:no cold air rush at equipment startup or when restarting after Defrost Cycle • Quiet operation • Blue Fin anti-corrosion treatment applied to the outdoor unit heat exchanger for increased coil protection and longer life • Built-in base pan heater • Innovative Joint Lap DC Motor leads to high efficiency and reliability • Pulse Amplitude Modulation technology Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. Maximum Capacity BTU/H 18,000 Rated Capacity BTU/H 18,000 Minimum Capacity BTU/H 9,360 Cooling at 95•1`' Maximum Power Input W 1,440 Rated Power Input W 1,440 Moisture Removal Pints/h 1.1 Sensible Heat Factor 0.93 Power Factor[208V/230V] % 96.0/96.0 Maximum Capacity BTU/H 28.000 Rated Capacity BTU/H 21,600 Heating at 47°F' Minimum Capacity BTU/H 8,800 Maximum Power Input W 3,140 Rated Power Input W 1,880 Power Factor[208V/230V1 % 97,0/97.0 Maximum Capacity BTU/H 21,600 Heating at 17°F' Rated Capacity BTU/H 14,300 Maximum Power Input W 2,740 Rated Power Input W 1,810 Heating at 5•F4 Maximum Capacity BTU/H 21,600 Maximum Power Input W 3,600 SEER I SEER2 18.41 18.7 EER'i EER2' 12.5 1 12.4 HSPF[IV]i HSPF2[IV] 10.419.2 Efficiency COP at 477' 3.3 COP at 17°F at Maximum Capacity' 2.31 COP at 5•F at Maximum Capacity' 1.75 Voltage,Phase,Frequency 208/230,1,60 Guaranteed Voltage Range VAC 187-253 Voltage:Indoor-Outdoor,S1-32 VAC 208/230 Electrical Voltage:Indoor-Outdoor,S2-S3 V DC 24 Short-circuit Current Rating[SCCR] kA 5 Recommended Fuse/Breaker Size(Oudoor) A 20 Recommended Wire Size[Indoor-Outdoor] AWG 14 Power Supply Indoor unit is powered by the outdoor unit MCA A 3.0 Fan Motor Full Load Amperage A 2.4 Fan Motor Type DC Motor Airflow Rate at Cooling,Dry CFM 471-573-675 Airflow Rate at Heating,Dry CFM 471-573-675 Sound Pressure Level[Cooling] dB[A] 33-36-41 Sound Pressure Level[Heating] dB[A] 33-36-41 Indoor Unit External Static Pressure in.WG 0.30-0.5-0.8 Drain Pipe Size In.[mm] 314[19.051 Coating on Heat Exchanger — External Finish Color Hot-dip coated steel(ZAM) Unit Dimensions W x D x H:In.[mm] 17 x 21-5/8 x 39-13/16[432 x 549 x 1,011] Package Dimensions W x D x H:In.[mm] 17 x 28-3/4 x 44-3/8[460 x 730 x 1,011] Unit Weight Lbs.[kg] 93[42] Package Weight Lbs.[kg] 106[48] Indoor Unit Operating Temperature Cooling Intake Air Temp[Maximum/Minimum]' °F 90 DB,72 WB/68 DS,61 WB Range Heating Intake Alr Temp[Maximum/Minimum] °F 77 DB/59 DB NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) °F 80 DB,67 WB//95 DB,75 WB (Rated data is determined at a fixed compressor speed) 'Healing at 470F(Indoor//Outdoor) °F 70 DB,60 WB//47 DB,43 WB 'Heating at 17•F(Indoor//Outdoor) `F 70 DB,60 WB//17 DB,15 WB Conditions 4Heating at 5•F(Indoor//Outdoor) •F 70 DB,60 WB//5 DB,4 WB 'Indoor/Outdoor Unit Operating Temperature Range(Cooling Air Temp[Maximum/Minimum]): Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions. "Outdoor Unit Operating Temperature Range(Cooling Thermal Lockout/Re-start Temperatures;Heating Thermal Lockout/Re-start Temperatures): System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. MCA A 17.0 MOCP A 31 Fan Motor Full Load Amperage A 1 Fan Motor Output W 60 Airflow Rate[Cooling/Heating] CFM 2,020/1,930 Refrigerant Control LEV Defrost Method Reverse Cycle Coating on Heat Exchanger Blue Fin Coating Sound Pressure Level,Cooling' dB(A) 55 Sound Pressure Level,Heating' dB(A) 55 Outdoor Unit Compressor Type DC INVERTER-driven Twin Rotary Compressor Model SNB220FQGMT Compressor Rated Load Amps A 13 Compressor Locked Rotor Amps A 16.0 Compressor Oil[Type H Charge] oz. FV50S//23.7 External Finish Color Ivory Munsell 3Y 7.8/1.1 Base Pan Heater Built-in Unit Dimensions W x D x H:In.[mm] 33-1116 x 13 x 34-5/8[840 x 330 x 880] Package Dimensions W x D x H:In.[mm] 38-3/4 x 16-3/4 x 39 1980 x 420 x 9901 Unit Weight Lbs.[kg] 131[59.5] Package Weight Lbs.[kg] 150[681 Cooling Air Temp[Maximum/Minimum]' °F 115 DB/14 DB Outdoor Unit Operating Temperature Cooling Thermal Lock-out/Re-start Temperatures" °F -1/3 Range Heating Air Temp[Maximum/Minimum] °F 75 DB,65 WB/-13 DB,-14 WB Heating Thermal Lock-out/Re-start Temperatures" °F -25/-14 Type R410A Pre-Charged Refrigerant Amount Lbs,oz 3.0,12.0 Refrigerant Maximum Pre-Charged Piping Length Ft.[m] 100.0[30.0] Additional Refrigerant Charge Per Additional Piping Length oz./Ft.[g/m] 0101 Gas Pipe Size O.D.[Flared] In.[mm] 1/2[12.7] Liquid Pipe Size O.D.[Flared] In.[mm] 114[6.35] Piping Maximum Piping Length Ft.(m] 100(30] Maximum Height Difference Ft.[m] 50[15] Maximum Number of Bends 10 NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) °F 80 DB,67 WB//95 DB,75 WB (Rated data is determined at a fixed compressor speed) =Heating at 47°F(Indoor//Outdoor) °F 70 OB,60 WB//47 DB,43 WB 'Heating at 17°F(Indoor//Outdoor) °F 70 DB,60 WB//17 DB,15 WB Conditions °Heating at 5°F(Indoor//Outdoor) °F 70 DB,60 WB//5 DB,4 WB •Indoor/Outdoor Unit Operating Temperature Range(Cooling Air Temp[Maximum/Minimum]): •Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions. "Outdoor Unit Operating Temperature Range(Cooling Thermal Lockout/Re-start Temperatures;Heating Thermal Lock-out/Re-start Temperatures): •System cuts out in heating made to avoid thermistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT ACCESSORIES: 8NA Airzone ZBS Wired Blueface Principal Controller White ❑ AZZBSBLUEFACECB Airzone ZBS Wired Blueface Principal Controller White ❑ AZZBSBLUEZEROCB Airzone ZBS Wired Lite Controller White ❑ AZZBSLITECB Airzone ZBS Wireless Lite Controller White ❑ AZZBSLITERB Airzone ZBS Wireless Think Controller White ❑ AZZBSTHINKRB BACnet®and Modbus®Interface ❑ PAC-UKPRC001-CN-1 CN24 Relay Kit ❑ CN24RELAY-KIT-CM3 Control Interface Connector cable for remote display ❑ PAC-SA88HA-EP IT Extender ❑ PAC-WHS011E-E kumo station°for kumo cloud® ❑ PAC-WHS01 HC-E Remote Operation Adaptert ❑ PAC-SF40RM-E Thermostat Interface ❑ PAC-US444CN-1 Thermostat Interface ❑ PAC-US445CN-1 USNAPAdapter ❑ PAC-WHS01UP-E Wireless Interface for kumo cloud® ❑ PAC-USWHS002-WF-2 Flush Mount Remote Temperature Sensor ❑ PAC-USSEN002-FM-1 Remote Sensor Flush Mount Temperature Sensor ❑ PAC-USSEN001-FM-1 Remote Temperature Sensor ❑ PAC-SE41TS-E Wireless temperature and humility sensor for kumo cloud' ❑ PAC-USWHS003-TH-1 Deluxe Wired MA Remote Controllert ❑ PAR-40MAAU Wired Remote Controller Simple Ductless Wired Remote Controller ❑ PAC-SDW01RC-1 Simple MA Remote Controllert ❑ PAC-YT53CRAU-J Touch MA Controllert ❑ PAR-CT0IMAU-SB kumo touch'RedLINK"Wireless Controller ❑ MHK2 Wireless Remote Controller Wireless MA Receiver ❑ PAR-FA32MA-W Wireless MA Remote Controller ❑ PAR-FL32MA-E Blue Diamond(Advanced)Mini Condensate Pump w/Reservoir&Sensor(208/230V)[recommended] ❑ X87-721 Blue Diamond(MicroBlue)Mini Condensate Pump(110/208/230V)up to 18,000 BTU/H ❑ X86-003 Condensate Blue Diamond Sensor Extension Cable—15 Ft. ❑ C13-103 Refco Condensate Pump(100-240 VAC)up to 120,000 BTU/H ❑ COMBI Control Wire 20/2PR,1 PR shielded+1 PR plenum wire forAirzone,100 ft reel ❑ CW2042S2-100 20/2PR,shielded+1 PR plenum wire for Airzone,500 ft reel ❑ CW2042S2-500 Disconnect Switch (30A/600V/UL)[fits 2"X 4"utility box]-Black ❑ TAZ-MS303 (30A/600V/UL)[fits 2"X 4"utility box]-White ❑ TAZ-MS303W Downflow Kit Downflow Kit ❑ DFKS Electric Heat Lockout Electric Heat Lockout ❑ ETC-211020-MIT 3kW Electric Heater ❑ EH03-SVZ-S Electric Kit Heats 5kW Electric Heater ❑ EH05SVZ-S BkW Electric Heater ❑ EH08SVZ-S 100'x 114"x 100'/1/2"Lineset(Twin-Tube Insulation) ❑ MLS141212T-100 15'x 114"x 16/1/2"Lineset(Twin-Tube Insulation) ❑ MLS141212T-15 Lineset 30'x 1/4"x 30'/1/2"Lineset(Twin-Tube Insulation) ❑ MLS141212T-30 50'x 1/4"x 50'/1/2"Lineset(Twin-Tube Insulation) ❑ MLS141212T-50 65'x 1/4"x 65'/1/2"Lineset(Twin-Tube Insulation) 10 MLS141212T-65 Terminal Block Separate Terminal Power Block ❑ SPTB1 NOTES: =PAC-SF40RM-E(Unable to use with wireless remote controller) Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR ACCESSORIES: SUZ-KA18NAHZ Air Outlet Guide Air Outlet Guide ❑ MAC-886SG-E Control/Service Tool M-&PSeries Maintenance Tool Cable Set ❑ M21 EC0397 14 Gauge,4 wire MiniSplit Cable-250 ft.roll ❑ S144-250 14 Gauge,4 wire MiniSplit Cable-250 ft.roll ❑ SW144-250 14 Gauge,4 wire MiniSplit Cable-50 ft.roll ❑ S144-50 14 Gauge,4 wire MiniSplit Cable-50 ft.roll ❑ SW144-50 Mini-Split Wire 16 Gauge,4 wire MiniSplit Cable-250 ft.roll ❑ S164-250 16 Gauge,4 wire MiniSplit Cable-250 ft.roll ❑ SW164-250 16 Gauge,4 wire MiniSplit Cable-50 ft.roll ❑ S164-50 16 Gauge,4 wire MiniSplit Cable-50 ft.roll ❑ SW164-50 Mounting Pad Condensing Unit Mounting Pad:16"x 36"x 3" ❑ ULTRILITEI Optional Defrost Heater Base Heater ❑ MAC-642BH-U1 18"Single Fan Stand ❑ QSMS1801M Stand 24"Single Fan Stand ❑ QSMS2401M Condenser Wall Bracket ❑ OSWB2000M-1 Outdoor Unit Stand—12"High ❑ QSMS1201M i Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT DIMENSIONS: Tcp Unit:mm(in.) view Note: Electrical entrance for SVZ located on both left and right side of the cabinet. 026 Knockout Hole See right or Left side view for knockout e26 Knockout Hole locations. for electrical heat wiring 2-04.6 Burring Holes for electric heat Installation +DRe(dgerant pipin flare wnn%ion(gas (DRefdgerant ipin _ flare connec�ion(fgiquid) _ B(Duct) (I-/l61 Secondary drat pipe - - 548(21-5/8) (EmergenCCyd ning) C 76(3) 09.05(314 Air VI - - Flont II6 (4-/8) 03 61I "I' / )� _ e�rmaht`tyYy Mein)pipe view IDUCTI -I 70 (Horizontal left)7( -1/ ) o tdzon/4)3/4'FPT d3(1-314) TO - 8( 1 Primary drain pipe 61 f 2-5/81 (Gravittyv drain e19.05(3/4)3)4'FPT _ 81318> 4311-3/41 11-3/161 9613-SIB) (:OIL ■ • • Secondary drain pipe • • • Secondary drain pipe (eEmergency draining) 6 4 (Emergen,Y draining) '19.05(3/4)3/4-FPT 019.05(3/4)314'FPT (Horizontal Right) e26 Knockout Hole (Indoor I Ouldoor unit o26 Knockout Hole 5512-3/16I D connection) Primarydrainpipe _ Remotecontrdertmr ns wion (Indoorl0utdoor unit )) ( 1 connection) .19 0 314)314'FPT (Remote controller transmission) Gontrob box a • • • • • L �91� (Remove Blower Panel) o om Lef(side - QA'r "I`/ - Right side wew A view Unit:mm(in.) Model Nominal Filter Size Duct Connection By ew SVZ-KP12NA - SVZ-KP18NA 508 x 406.4 x 25.4 376 x 402 SVZ-KP24NA (20 x 16 x 1) (14-13116 x 15-7/8) SVZ-KP30NA 508 x 508 x 25.4 477 x 402 SVZ-KP36NA (20 x 20 x 1) (18-13/16 x 15-7/8) J 36.8(1-1/21 Model A B C D E F G H J Gas Pipe Liquid pipe SVZ-KP12NA o 9.52 (3/8) o 6.35 SVZ-KP18NA 432 376 281 224 1,010.8 680 823 735.5 360 0 12.7(1/2) (1/4) SVZ-KP24NA (17) (14-13/16) (11-1/8) (8-7/8) (39- 33/16) (26-13/16) (32-7/16) (29) (14-3/16) SVZ-KP30NA 534 477 382.6 266.5 1,113.8 737 953.5 792 461 o 15.88 o 9.52 SVZ-KP36NA (21) (18-13/16) (15-1/8) (10-1/2) (43-7/8) (29-1/16) (37-9/16) (31-3/16) (18-3/16) (5/8) (3/8) Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT DIMENSIONS: Unit: inch REQUIRED SPACE x *1 20 in.(500 mm)or more when front v and sides of the unit are clear 16-7/16 Drain hole 01-5/8 03 Air in 1-9/16 4� N.X".loge �10 o�m moAe 0�� N Air in � v Air out O�mml 1: 14. 2-holes 13/32 X 13/16 2�'�m�e*L 1, '�,orh��e3S0 6-7/8 19-11/16 01 *2 When any 2 sides of left,right and rear of the unit are clear 33-1/16 3- /16 475/1 Service panel Liquid refrigerant pipe joint Refrigerant pipe(flared)o 1/4 ro co N M La N010 n �0 N 0 Gas refrigerant pipe joint co M ° Refrigerant pipe(flared)a 3/8(09112 KBTU/H) Refrigerant pipe(flared)a 1/2(16118 KBTU/H) 7-11/16 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com iff -%us FORM#SVZ-KP18NA&SUZ-KA18NAHZ-202304 Intertek Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. GO GREEN Energy Corp. www.gogreenenergycorp.com E c E 9 #1 E June 6,2025 Im via email: rob arbrielsenbuil JUL 1 1 2025 0 BLOWER DOOR LEAKAGE TEST RESULTS BuIlding Department Robert Gabrilson Town of Southold 7180 Peconic Bay Blv Laurel, NY Test Results 138 CFM at 50 a-2.35 CCH50(Wrchnges per hour) Thank you for your business. Ron Loiola HERS Rater#0346575 � t 00 ilk � M I � ust srrt w� 7b � ur i } PO Box 800,Remsenburg,NY 11960 877-EZ-GOGEO •Fax 877-394-4636 www.gogreenenergycorp.com At r _a+i.. `gyp,; i• • 1 �-; .{ ; 1 'M jai L,.•... -• -. F 't �V x yS a •.L �� 14 vl! x D ECE � E L p MAY 1 4 2025 Building nenartment Town of Southold ��,,.s� ,, ,; ;_ � .; `��; = • _ �A' --r - '� i' a j - /'�, .. �� ++ ,. ,: y.�'�� ; � � � \\ .�i� .. ".�,�� !',��, .ta. ��`rN ` �...\, rr _. ' • �\ E� \. _ , f, �,. • � �,��10 a • I _ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) • v1� -------------------------------------- FOUNDATION (2ND) r L. o J O <S'fV °Q cn ROUGH FRAMING& PLUMBING A OIL INSULATION PER N.Y. Sv�r5 AI�'f v S J S �C o&al- y STATE ENERGY CODE Aedvi ag4llyal. o �•s,� use( AW h K. FINAL OWE n 1 ADDITIONAL COMMENTS Y 2s ZC-1 A.c, a,,. -�t"Gl7 re c.# a7 Scme 1-6-a '2- ! c, 4150 PA P-L C lbk )5-i -� ,2 s ' ° nZ 5- •25 Fu Aon s oafi slob Insul . £ t f r-C- ri I z_ y L d � b TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Ze Telephone(631) 765-1802 Fax (631) 765-9502https://www.soutlioldtonLnn gov Date Received APPLICATION FOR BUILDING PERMIT %q For Office Use Only (11 PERIVIITNO. AS Building Inspector: 1// Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an L Owner's Authorization form(Page 2)shall be completed. Date:03/27/24 OWNER(S)OF PROPERTY: Name:Edwin Pisani SCTM# 1000-126-11-9.1 Project Address:7180 Peconic Bay Blvd Laurel Phone#:9147301241 Email:edwinjpisani@gmaii.com Mailing Address: CONTACT PERSON: Name:Mark Schwartz Mailing Address:PO Box 933 Cutchogu,e 11935 Phone#:6317344185 Email:mksarchitect@optonline.net DESIGN PROFESSIONAL INFORMATION: Name:same as above Mailing Address: Phone#: CONTRACTOR INFORMATION: Name:Gabrielsen Builders Mailing Address: Phone#:6313358197 Email:gabrielsenbuilding@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION E]NewStructure ®Addition ®Alteration DRepair E]Demolition Estimated Cost of Project: Elother $ Will the lot be re-graded? E]Yes No Will excess fill be removed from premises? RfYes E]No PROPERTY INFORMATION Existing use of property:Single Family Res 'Intended use of property:same W/ acc. apt Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ANo IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town.Code. APPLICATION IS HEREBY 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n me):Mark Schwartz R(uthorized Agent ❑Owner Signature of Applicant: Date: 03/27/24 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6186050 COUNTY OF suffoik ) Qualified in Suffolk County Mark Schwartz Commission Expires April 14,2� ��`''```� ,� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect/Agent . (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this la day of M fAl 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� Edwin Pisani residing at 7180 Peconic Bay Blvd Laurel, NY do hereby authorize Mark Schwartz to apply on my behalf to the Town of Southold Building Department for approval as described herein. 03/27/24 Owner's Signature Date Edwin Pisani Print Owner's Name 2 OFFICE LOCATION: BLAMING ADDRESS: Town Hall Annex ��1rNJf S®ar�® P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1509 ® �� http://southoldtovamy.gov d COU RECEOVED- c��JAN2 a�� ZONING BOARD OF APPEALS 3 2024 Town of Southold S®al�Zold T®ern Clerk FINDINGS,DELIBERATIONS AND DETERMINATIO MEETING OF JANUARY 18,2024 ZBA Application No.: 7868SE Applicants/Owners:.Edwin J Pisani Property Location: 7180 Peconic Bay Boulevard, Laurel,NY SCTM No. 1000-126-11-9.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31, 2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated January 3,2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPERTY FACTS/DESCRIPTION: The subject property is a 37,612 square foot nonconforming lot located in the Residential R-40 Zoning District. The northerly property line measures 125.21 feet and is adjacent to Peconic Bay Boulevard,the easterly property line measures 345.76 feet,the southerly property line measures 121.73 feet and is adjacent to Great Peconic Bay, and the westerly property line measures 344.32 feet.The parcel is improved with one and one-half frame dwelling with a large wooden deck attached to the rear of the dwelling. There is a detached frame garage 22 ft. by 20.2 ft. located to the north of the dwelling and shown on a survey prepared by Nathan Taft Corwin III, LS and last revised November 26,2011. ADDITIONAL INFORMATION: The applicant's representative requested that testimony given with prior application#7834SE be added to the record. The applicant is seeking a Special Exception under Section 280-12(B)(13)of the Town Code to convert a legally existing accessory structure into an accessory apartment to provide necessary housing for their family member(daughter). The accessory structure the Applicant seeks to convert is currently a garage for which a Pre-Existing Certificate of Occupancy(No.Z23586)was issued in 1995. This application for a special exception is being submitted Page 2,January 18,2024 7868SE,Pisani SCTM No. 1000-I26-11-9.1 following the denial of the applicant's previou's application which sought approval to expand the footprint of the existing garage to enlarge the proposed apartment ZBA#7834SE,which denial was without prejudice to resubmission. The revised plans confining he livable floor area of the proposed apartment are totally within the footprint to the existing garage. Both neighbors to the east and west of the applicant have provided letters of support for this project. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 4,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and the surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application,the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13)to establish an Accessory Apartment in an Accessory Structure and finds that the applicant does for the reasons noted below: 1. The owner confirms that the accessory apartment shall contain no less than 220 square feet and shall not exceed 750 square feet of livable floor area and shall have no more than two bedrooms and one bathroom with the entirety of the livable floor area of the accessory apartment located on one floor of the accessory structure. The architectural plans prepared by Mark Kevin Schwartz, Architect propose an accessory apartment with one full bathroom entirely on the first floor of the accessory structure with a conforming-- 411 square feet of livable floor area, as verified by the Building Department's "Verification of Livable Floor Area"request by the ZBA received November 22,2023. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with all code requirements as defined in Section 280-13(B)(13)e. 3. The accessory structure does comply with the code requirement as defined in Section 280-13(B)(13)(e) of the Zoning Code which states the accessory structure must have been certified a minimum of three years prior to the establishment of the accessory apartment. The applicants were issued a Certificate of Occupancy No: Z23586 for the subject accessory structure dated April 4, 1995. Consequently,the Board finds that the applicant does meet the minimum standards for approval. 4. The applicant herein, owns and resides at the property as documented by a New York State Driver License, a utility bill from PSEG and a property Tax Levy from the Town of Southold,and confirms that: occupancy of the resident structures on the premises shall be subject to the issuance of an annual rental permit in.accordance with 280-13D and the following requirements: one of the dwelling units shall be for the sole, exclusive occupancy of the owner or family member, as defined in chapter 280-4. The other dwelling unit shall be leased for year-round occupancy evidenced by a written lease for a term of one or more years to a family member or a resident who is currently on the Southold Town Affordable Housing Registry and eligible for placement. The applicant testified that the tenant of the accessory apartment will be his daughter,Genevieve Pisani,as evidenced by a copy of a Birth Certificate from the City of New York and an unexecuted lease agreement dated November 1,2023. 5. The owners' plans comply with the on-site parking requirements of three spaces,two for the principal dwelling and one for the accessory apartment,and provide for a total of 3 parking spaces,as shown on the site plan prepared by Mark Kevin Schwartz,Architect,and dated October 27,2023. r ` Page 3,January 18,2024 7868SE,Pisani SCTM No. 1000-126-11-9.1 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7.This conversion shall be subject to a building permit, inspection by the Building Inspector, approval by the Suffolk County Department of Health Services of the water supply and sewage disposal system(s)and the issuance/renewal of an annual permit in accordance with Chapter 280-13D. 8. No special exception shall be granted unless the Zoning Board of Appeals, in addition to the considerations,determinations and findings required in Chapters 280-142(General Standards)and 280-143 (Matters to be Considered)specifically finds and determines the following: 1.That the granting of the special exception will not adversely impact the privacy and use and enjoyment of any adjoining parcel. 2.That the granting of the special exception will not adversely impact the character of the neighborhood in which it is located. 3. That the cumulative effect of approving the present application along with previously approved applications will not have a cumulative adverse impact on the surrounding neighborhood. 4.That the cumulative effect of approving the present application along with previously approved applications will not have a cumulative adverse impact on the school district in which the property is located. 5. That sufficient off-street parking exists on the subject property to accommodate the proposed accessory apartment. 6. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties from possible detrimental impacts of the proposed use. RESOLUTION OF THE BOARD: In considering the entire record and the applicable code requirements, motion was offered by Member Dantes seconded by Member Planamento, and duly carried,to GRANT the Special Exception Permit as applied for as shown on Site Plan and Architectural Plans, S-1, A-1 thru A-6, prepared by Mark Schwartz, Architect,dated October 27,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception Permit requires an annual renewal by a Code Enforcement Officer. It is the applicant's responsibility to apply to the Building Department each year to renew the accessory apartment permit. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. This Special Exception permit cannot be transferred to new owners 3. The sanitary system shall be approved by the Suffolk County Department of Health Services That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4,January 18,2024 7868SE,Pisani SCTM No. 1000-126-11-9.1 Any deviation from the survey, site plan and/or architectural drawings cited in this decision, may result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is a special permit subject to conditions, the approval shall not'be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes, Planamento,Acampora and Lehnert. (5-0) c eslie Kanes Weisman,Chairperson Approved for filing /�� /2024 r .I4 � �� SCTAI/1000.1t6.149.1 ' v STORM WATER MANAGEMENT DETAILS wunON: ARM— LOT"WERAG" - � PROPERTY: 37.672 SQ.FT. 0.663 ACRES -`��-pp`, •� TING MOUSE 702BA SQ.FL 5.39% NOV O EJ Z�z3 nNB 1� I �1' SfNGEE65TANa cR WD Iran D XSISDUNGHOUSEPARCH: 224.0 SQ,FT. 0.60% V {V ® smvm�m�vu.om�.m [XISTNG HOUSE DECK 390.0 SQ.iT. 1.04% • •_ ® EXISTING MATCHED GARAGE: 44E,4 SQ.Pf. 1.19% \ ® ..ay... •muv.m® (3090.4 SQ.M Mm%) / v PROPOSED GARAGE ADD"ION: 43GOSQ.FT. L14% o:a onmwKr-®u TOTAL. 3320.4 SQ.FT- 9.36% unvmuro9E mEmc AwAYBmYIm� vv...mv�,nommvna- m""' MEETS AND BOUNDS BY:NLICATNAEND WTDCSOU RO A UCENSEH 0Pw PROPERYSURMTD:MARCH .Oil N/O/F JOANSHANNON DWELLING Q u EL EL ` [PUBLIC WATER] ca 100' EL 1f3 N 21°15'40"W 344.32' I6• Pw ,f f 8 e,pl-w--w-�mr-w- _-a'-'-v�n_w--w-�v-w-�-ter-w--w--w--w- `\ �LIl p; D o oy. A EL STONE [WV"(.AY V� •.� e 19.6• OANFwAY 'Z(y S� .rB'•� n 2 a ,e3 29a �\ G�A y� a.oo^o 11.0 w v 99 EX.2m. a SY4 GREAT �¢ FRAME°HOUSE q smNE 0. i" � El P E C O N I C 96 DRNEWAV p'P ; F�tli_ \ O & g BAY IOD ••FPA14. /_ •\ 9 o a. g m `�i ---- --- --g ------- I ---------- / -- _ r w.u.ov.:mv � ------------ RIGHT OF WAY I9s' RIGHT OF WAY J\• o PQ2EL. EL S 20°44'00'I E 6.0' EL 172' SPINAL MAP EL \10.01 N/O/F zo.r JOHNHINSCH REVIEWED BY ZBA DWELLING [PUBLIC WATER] DECISION# g(oFSS •,� i: DATED: SITE PLAN SCALE: 1" = 30'-0" S-1 'F y NOV®9 2023 o+ ow�Z U..f PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" ----------------- 3 a � FIiVAL MAP � REVIEWED BY ZBA (DECISION# '79�RsF- aoY� DATED: ` s w EXISTING SOUTH ELEVATION SCALE:1/4" = 1'-0" ��r•. A-1 N ,wawa im`�'�`,iSt�..':_P.s'hF��sax� . ;�.+3?"at;?t�zr a""as��aa�':"3E4k'a�''• ��..- _ Owz PROPOSED EST ELEVATIONpm SCALE: 1/4" = 1'-0" a a� z ilk m _ ®. I1 ALMAP REVIEWED By ZF3A DECISION# - 8MZ DATE-D.- l a U NIP EXISTING EAST ELEVATION SCALE:1/4" i NOV®9 2023 �o z U S PROPOSED NORTH ELEVATION a� SCALE: 1/4" 0 �Qg I � a=li�� MAP � �PVE1lV �Y Z�A DATED. ® MR EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" T !A-]; 62� 2 it; PaN - aa°m PROPOSED WEST ELEVATION as SCALE: 1/4" NAL. MAP VZ BA- aY ?')E-ClSlO N* R 95a tee) I 12 1 o� o9rc U � EXISTING WEST ELEVATION . SCALE:1/4" A-4 20--0" WATER eP-______'.'p;-__ C lii F m n x ,� N m� ; y Ll `., •------------------------------ ---------------------- o� m O Z t1 t1 f+(t4 7! Sf 1i ,7 i n �+ f f � P f 20'-0" 4 er ,� a. D(Co r.+ ' n � _1�.. •D ----- 03 rs •r__._ni; v.....,_:...:�_..+^:.e..._�_-_.__..:.:._�-..:,ems_-vev=-- at^_..•a_S s � . - pv�-F.yv a■yr■gTBiyq ge�-/'v■� 1d/39 Meln Fea4 PA.Ben 939 PISANI PROPERTY V 2L Ili 41d 4J LS Cu,cM1oryo NY.11935 Rve f63U 1341b5�s re3u w 7180 PECONIC BAY BLVD Ul @ s MARK BCMAM A AOWCIATEB LAUM NEW YORK ok„era M�p�//mk.echxectcem } `1 bv Go �1 21'-103/4" 21r_6n TW3046T .....__. W232 4 , TW3046 TW3046 ---ELFIN160-F V-15-1 TE-- 9� A4160•FOV•IS-1 Q --------------------- BATH rn fV ' 47.3 Sf KITCHENETTE 9 96.3 SF qqb� Nto C H awz H 2 6^ BEDROOM N No.2 Em STORAGE BEDROOM 133.6 SF UNFINISHED °p N n No.I 0 11'-6'/a" . 9'-6" r 8� �sg r , ' ® r 0 9 $� TMD4fi o �q TW3046 TW3046 TW3046 TOTAL FINISHED ELECTRIC I u SPACE:398.9 SF METER �$ 21'-103/4" 21'6" EXISTING ADDITION °� d � u W -'I 6VAl.. MAP PROPOSED FLOOR PLAN S--I-►N SCALE: 1/4" = 1'-0" PROJECT NORT14EVIEWED BY ZBA - >o or,"r, A-6 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION Margaret Claire Pisani 40 Van Wyck Street Croton-On-Hudson,NY 10520 Date: April 17, 2000 RE: 1-473 8-02601/00001 Pisani Property 7180 Peconic Bay Blvd. Laurel,NY 11948 SCTM# 1000-126-11-9.1 Dear Ms. Pisani: Based on the information you have submitted,the New York State Department ofEnvironmental Conservation has determined that: The property landward ofthe functioning bulkhead greaterthan 100 feet in length and constructed prior to 8/20/77, as shown on Aerographics aerial photograph#67-1911 dated 4/6/76, is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you oft I)e responsibility of obtain g any ne ssary permits or approvals from other agencies. �e truly your , V .h A. Wieland rty Permit Administrator CC: BMI-IP File o�oSUFFO(kco_ BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 `n Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: G H S C cjcu Electrician's Name: (:::-' o A 2Tz, C L o License No.: S1 Elec. email: �' 1 &q f 4 . Elec. Phone No:�6 ,� 9-ZJ(, 91 request an email copy of Certificate of Compliance Elec. Address.: 'Fo (30 ,< c?tS- -�:-;©J JOB SITE INFORMATION (All Information Required) Name: F1 S A oo S Address: RAY i3L P. U Cross Street: Phone No.: Bldg.Permit #: (� �'�' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pri Clearly): Square Footage: o Circle All That Apply: Is job ready for inspection?: YES ❑ NO RRough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeK1 Ph❑3 Ph Size: v00 o A # Meters_� Old Meter# E(New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals R 1 FJ2 H Frame Pole Work done on Service? Y VN Additional Information: PAYMENT DUE WITH APPLICATION 15 b ALI- l b � ro a -s V� BUILDING DEPARTMENT-Electrical Inspector r{ TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 <; L Temporary Certificate # Im 55 Date Nov . b 2024 Customer Nameon Electrician Name Address I Phone e-mail e-mail 5 Phone License# Size-UD _A Phase I Overhead Underground�_ #of Meters Remarks ��CE55DY�1 ft10C124na -,_+ 1 O1I, A QQhA a e #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 days from the date above. Authorized by N BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(c�southoldtownny qov seand(cr-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: G H 5 Lj Electrician's Name: A FZiz. !_ L_ 0 License No.: Elec. email: 1�; sz 1 &q I L., Elec. Phone No:-s-1 6 g ,� DK I request an email copy of Certificate of Compliance Elec. Address.: F0 r-2>0 ,< cg t-!;- — JOB SITE INFORMATION (All Information Required) Name: F I S �q S Address: i3L S. -- L.a U�_Z.. Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pri Clearly): ,, a(Z, C 0 cam,J ad men Square Footage: o Circle All That Apply: Is job ready for inspection?: M1 YES O NO XRough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 0 o A # Meters�_ Old Meter# KNew Service0 Fire ReconnectOFlood ReconnectOService Reconnect NJU nderg round DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: t PAYMENT DUE WITH APPLICATION 41,5o PERMIT# g� Address: Switches Outlets *--A GFI� �I Surface `( Sconces r / v H His � Sd UC Ltsil Fridge HW POOL Fans ! Mini Fr. W/D Pane P Exhaujst Oven Sump Heater Trnsfmr Smokes `` DW Generator Salt Gen. Carbon ` \ Micro GrbDis Water Bond Lights Heat ` Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ` Cooktop Minisplit Blower 1 AC AH Hood Blower Service Amps X-0 Have G Used C Sub Amps Have Used Comments i a AS-BUILT SITE INFORMATION: FACE OF BUILDING -SUFFOLK COUNTY TAX MAP ID: 1000-126.00-11.00-009.001 N / 0 / SCDEXISHS SANITARY REF#: S-0027 TO REMAIN MIN.trXtrX4-DEEP P I SAN J O A N S H A N N O N SCDHS REF#:R-10-0027 O VENT BTACIf •a COMPACTED EMBEDMENT -EXISTING GREEN STAMP SCDHS REF#: R-10-11-0027 O O. .TOPPER OR PAD PLUO DWELLING FUTURE EXPANSION PROP.WATER SERVICE Water lines must be inspected b�the ��• �>> " " FLOOR BLAB OR STRUCTURE SLATE OR OTHER -EXISTING 2 STORY DWELLING AND DETACHED GARAGE. EL EL. EL [PUBLIC WATER] PROP.8'x8'PRECAST RELOCATION k SuffolkCount�Degt.ofHeatthServices. -TABLE COVER RESIDENCE 10.0' ° e » EXIS.DRYWELL �` + . ' ti;' AREA: 0.863 ac, 37,612 sq ft. 6.4' 16.3' 2 5 4o W '& 344.- 2 EL. �\ �'" LEACHING POOL g - Call(631)852-5754,48 haws in -PROPERTY LOCATED AT 7180 PECONIC BAY BLVD, LAUREL - I ` \ \ '�{ g 0' advance,to schedule inspection(s). 1, „ �--_�- O INTERIOR �EXTERIDR / TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. .. ...... ...... ....:...........................................::.......::.......::......::::........:::... ..::::......:::.......::::,......::::.......:::......::::.A....::.......::::........:::.....::::......:........:::..... .:.......:..... .. ..... .. .. ..... ..... ...... .. .. ....... ............................:..........:.... ..:::......:::. . ....:.:::....:::::::..:.:::::....::::::. >:•::::......::..:::::. .. -SURVEY PROVIDED BY: NATHAN T�1FT CORWIN, L.S., DATED: 11-26-2011 i w w I w w w w w w W.�� \ --- '°Ali'iNwuw•.,qutrw.'rnMM Y.h°l.lw�• M•W°W -VERTICAL DATUM-NAVD '1988 DATUM t --------- - -- ------- - - '--------- _._..�- ,.. -- _ WATERLINE ''a -SURFACE WATER AND WETLANDS WITHIN 300 LF OF PROPERTY. q \ __ __ _ It �7.� rH A .I� °k. .It�r,.&�AA�sp 7180 PECONIC BAY BLVD 12 O° Q ;/ - 1 _-- n-.ion) BEPTICTANK-- -PUBLIC WATER,ALL HOMES WITHIN 15OLF CONNECTED TO PUBLIC WATER. 3 EL. ________________Z- y� MINIMUM 4"0TCAST IRON EXTENSION FROM LAUREL NY 11946 ' `Np4 Mo°D \`\`\ m /•/ DW / - - 20. '_W 1 - \\ I� �j ° FOUNDATION BEFORE TRANSITION W 4"e ! 1. RENOVATIONS AND ADDITIONS TO BE ADDED TO DETACHED GARAGE ONLY GUEST �' \ EL ____ _______ ____ _______________________________ \ l/ CLEANOUT AT Arent o-BDB4ODMPUANTBDRassEWIER PIPE GENERAL NOTES: �S` _ �\ FACE OF BUILDING HOUSE. �1 " `\ 19.8' j THOLE WH Ly\ 2. I/A OWTS SANITARY DESIGN FOR GARAGE ONLY. EXISTING SEPTIC FOR MAIN HOUSE TOr` ` Ex REMAIN. \` ` ' / 204', W Win ' CLEANOUT DETAIL HAMLET OF LAUREL 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USEiD FOR GUEST HOUSE I/A OWTS !� \`\ cg�RE % �L. LP '' ° W SCALE= NTS SANITARY SYSTEM CONSTRUCTION ONLY. EXACT PROPERTY BOUNDARIES, UTILITY \\ °°a°" I I//' ' EX]'NO EX. 2 STY. o \ - I ,; _.._.-W ` , -4•- -4•- TOWN OF SOUTHOLD LOCATIONS AND ELEVATIONS ARE NOT GUARANTEEID. P E C O AN TIC \ °E°" FRAMED HOUSE ° :, 4. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY(CONTRACTOR PRIOR TO \ i 9,6' PRDP,IE: 1a'f EP° ` /� \ Ex=nN H / �� MAC 80R BLOWER DETAIL PERFORMING SITE WORK. B A Y so �\ RRM° a'xe 5. SOIL TEST HOLE DATA PERFORMED BY MCDONALD GEOSERVICES, DATED: 03/01/2011. t o FRAMED RORosE DW `\ 5CALE= NT5 i GARAGE ADDITION \ t O3 O , G.FL.2n.a. PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE/GARAGE ONLY: I Oi GAS _,GAS GAS 2z.r A L GAS, 1. ONE(1) FUJI CEN 5 I/A OWTS W/45°ADAPTER �j t P°LE \\` 2. ONE(1) MAC 8OR BLOWER,AND CONTROL ASSEMBLIY. `\ �\ E i t"I'l c"a"cr ro ar n:Rro CIRCUIT BREAKER NOTES: 3. ONE 1 20"0 POLY-LOK DISTRIBUTION BOX. G1 V�. \ I Pa°"S"°'St.."°"' `"' O t R GH T OF WA EL. t � t / 4. TWO (2)8' DIAMETER BY 6'DEEP PRECAST LEACHING POOLS. �\ 19.5 � R HOUSE PANEL G H T 0 F W A ty G MAIN BREAKER ELECTRICAL PANEL FUJI CONTROL]PANEL 5. ONE(1) 8'DIAMETER FUTURE EXPANSION AREA. ItI , I `\ CB LI-20 AMPS-120VAC GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: EL' `N EL. �\\ S 2 0° 44' 0 C PROP,FUJI CEN-5 1/A PROP.DRYYWELLS B o ER I \ I CB-Ll B1 1. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 2 BEDROOM HOME PER SUFFOLK 6'0 EL. 17.2' L owls w/4s°ADAPTER y" `\ _ Z_ I/A OWTS + PROP.WATER SERVICE TO PROP.POL!YLOK N / 0 / F 3 4 5. 7 6 E L. COUNTY DEPARTMENT OF HEALTH STANDARDS (SCDHS). � 10.0 GARAGE 4.5'MIN BURY DEPTH FUJI CONTROL PANEL,AND MAC � � 2. PROPOSED SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH PVC SDR35 FOR MAIN HOUSE. 10'MIN TO ANY SANITARY BLOWER ASSEMBLY DISTRIBUTHON BOX JOHN HINSCH APPROXIMATE 20 7 SANITARY STRUCTURES EXIS.UNDERGROUND DWELLING LOCATION OF EXIS.GAS FUJI CEN-5 SINGLE LINE WIREING DIAGRAM 3. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE USING ELECTRIC SERVICE SERVICE PUBLIC WATER]] �J THE METHOD APPROVED BY MANUFACTURER. EXIS.WATER SERVICE TO � SCALE= NTS 4. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING INSTALLATION AND BE RELOCATED.BASED ON SYSTEM DESIGN SITE MARK OUT 3-1-24 SYSTEM STARTUP. Water lines must be inspected by the UT P05T AT AN ANGLE 5. THE OWTS INSTALLER SHALL BE:LICENSED, HOLD AN ENDORSEMENT FROM SCDHS AND ! TO ALLOW WATER TO Suffolk CcI Dept.of Hea th Services. RUN OFF BE A FUJI AUTHORIZED INSTALLER. SITE PLAN Call(631)852-5754,48 hours in 3 ' 6 ' 6. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SCDHS. advance,to schedule inspection(s). UJI CLEAN NEMA 4X THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCALE= 1:30 CONTROL PANEL SCDHS. .�. . . LEC.AND CONTROL TO L CONTRACT BETWEEN THE MAINTENANCE R ,� ' O BOWER 7. AN OPERATION AND MAINTENANCE CO CPROVIDE O AND THE PROPERTY OWNER SHALL BE PROVIDED 70 SCDHS FOR UA OWTS, SEPTIC ONTROL WIRING TO EFFLUENT PUMP AND PSD SYSTEM. owns 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. w T- w w w w w w w w Q\ w w w w w w w w w w � w w w w w w w, W - DESIGN NOTES: RESSUE TREATED 4X4 POST 9. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY � w w % \ \\ �\\\____ __________ _______---------" FUJI CLEAN CEN-5 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO ETHER RESISTANT PRIOR TO INSTALLATION OF THE:PROPOSED SEPTIC SYSTEM. -------------------- ------ ------ ___ - \\\ pv`NC' YMANUFACTURE-_ 500 GPD. DESIGN FOR 4-BEDROOM 440 GPD. LOSURE SUPPILIED 10. I/A OWTS TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF VENTS. --- ------' _- - - R / - .\ SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT LEGEND UNIT COVERS. 10' IN �\ x` N I TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE Cl-CAST IRON 3 %' E L I '' `\\�\ AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS. CO-CLEANOUT CP-EXISTING SANITARY CESSPOOL -� 19. U b - I/ /i/ ------ ------ USE WITH MAC80R BLOWER AND FUJI CLEAN CONTROL PANEL. CTG-CUT TO GRADE 3 E ____ -- ____- -___-_ __-- MAC 8oR DB-DISTRIBUTION BOX ;% --_ - ---------------------- EL TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED AIR BLOWER - INSTAL ION INSTALLER ONLY. kLEC.SUPPLY -ELEVATION � FROM DweuwG EX-FUTURE EXPANSION POOL 0` START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN TO OWi ,n/ 10' IN AUTHORIZED SERVICE PROVIDER ONLY. EXIS-EXISTING 3 �D +F Y - i'%'� FEEL-FINISHED FLOOR ELEVATION - FUJI CONTROL PANEL DETAIL GE-GRADE ELEVATION ,� GPD-GALLONS PER DAY �_ w w w W W w w w V ---_ !; SCALE= NT5 HEGE-HIGHEST EXPECTED GROUNDWATER W W W / (� /� ------ W-- 1/A OWTS-INNOVATIVE/ALTERNATIVE OWTS 1 v • T \' __ �- ----------- _----------- ------------- --- -1/E•VENTILATMN PIPE CHAMBER volume al IE-INVERT ELEVATION i % \\ �� [✓ LF-LINEAR FOOT / E L ''� �""` B /% \ j \ Sedimentation Chamber 277 LG-LEACHING GALLEY Anaerobic Filtration Chamber 278 LNRB-LINED NRB j 19. 8' / t / " PFE T HOLE Aerobic Contact Filtration Chamber 127 LP-LEACHING POOLj I y euLAt10N Stora a Chamber 63 MAX- MAXIMUM I _ 1 % \ AIR L9T PUMP Dtamfecnon Chamber 4 �- / ,�-- \ t /% �% ® ISMCTION IOPTIONAU Total Vol time 749 MIN-MINIMUM I� �\ t / OWTS-ONSITE WASTEWATER TREATMENT SYSTEM I I f i S T \ t % C V 4•INLET P •IXITLET PIPE SPECIFICATIONS PROP-PROPOSED 11 . 2 t ' / / 8 IK1 J EX �I E L \� ALp JA Anaerobic Media PP/PE Fillin Rate 32% (( Board Type Aerobic Media PVC/PP/PE Fillin Rate 16% PS-PUMP STATION ,� � /j I /� W 4 PT-PERCOLATION TEST a \\ % / / I Aerobic Media PP/PE FillingRate 57% SCDHS-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I! �\ i I 2 O. Blower 2.8 efm ST-SEPTIC TANK � \ A LT PUMP Tank FRP TH-TEST HOLE D Pi in PVC/II TR-TREE \ ( Access Covers Plastic/Cast from 1 I 8' IN Disinfectant(Optional) Chlorine Tablets V-VENT EXISTING �' L, / \ W RECDICLLArD]N PI sAFFLE J /e'AIR INTAKE WM-WATER METER COVERED \\ ., /i10 01 8' MI 8' IN 8 M �W PLAN VIEW `i / rLov nPENIN6 CTYP (CLEANING MOIDID) B Is,NAMaLC(TYP IS'NV*W(TYP 14•RANHME(TYP ISINrECTION 4'MANHOLE \ - _- - -; I / W �•� CYLINDER CDPTIONAU SUDFOLK COUNTY DEPARTMENT OF HEALTH SERWICES \\` I` B L � J-- vDPEND(G CONSTRUCT�IONFO PRA � �� W OARD TYPEPERMIT FORAPPROVAL OF CDNTACT MEDIA Garage/Accessory Apartment EL A/ co 5' IN MI m VV �\ DATE 3/21/2024 H.S. RE - O. e2 _, / `• I O 10' MIN R-24-02 O _ ❑ ,\19. 6 PROP. IE: 19'f ��P ® AECCIRCUUiATIDN APPROVED i+ XIS TI N G / TOTAL MAXI AU BED` OOM : 4 OVERED �/ EXPIRESTHREE�• ARSE' DATE OF >P R(OVAL PORCH ✓ EX. 1 STY. 8'X6 N I o RATION`°`" FRAMED ROPOSE DW ERATIDN ABSENTLY Design Professional's Certification Required. ("N GARAGE ADD` TI O N SECTION A-A VIEW SECTION B-B VIEW Submit P.E.or R.A.Certification For GAS The Installation and Construction ofthe Sewage Disposal System O O G.FL. 20.24 MIN Use FormWWM-073 OAS II % , POLE GAS AS GA GAS GAS G AS 22. 2AS,, --�R FUJI CEN-5 I/A OWTS E G / E SCALE= NTS 1 . - �\ - w„�."....,,.,..mr GAS G I A'S GAS GA / GAS GA E . ' °m -'-----_ E REINFORCED _ f / CONCRETE SLAB ■ i EXISTING GARAGE TO BE A TIERED ' REINFORCED PRECAST PROPOSED 1 STY. A P A R M EN T / ACCESS COVER FINISHED GRADE -.� W A , 19. 5 \\`, u T ;/ �... ., APR - 2 I i O -,. ;r.'..,•.:; _ .c.Q SCALE: 1:20 DESIGNER: TAO DATE: 03 - - - - - - - - - • -18-24 SANITARY SITE PLAN SCALE= 1:10 ❑m® ® ® ® 12M ® ®M0 FUJI 450 INLET ADAPTER ❑m la CM CM cm cm) ® 19 m❑ H \/ M E PC RT S CAL1-NTS 1"V i r 25 .......................................................................................................... .. ............. ,.....,.....,.,, ....,.,.. ...,..,................... ........................................................................................................................................................................,........,.,........................ ENGINEERING PC. ❑m CM ® ® MM ® ® ®m❑ HOMEPORT ENGINEERING P.C. GRADE EL. 20.4'± FLOW EQUALIZER e'DlA THOMAS A O'DWYER, PE -NT5- SCALE= NTS DARK BROWN EXIS GFL: 20.24'± CLEANOUT 20-INCH POLYLOK DISTRIBUTION COVER MINIMUM 12-INCHES TO GRADE LIC. N0. 094873 LOAM (OL) EL TEST HOLE INFORMATION TO GRADE LEACHING POOL NOTES PO BOX 1111 in 19.9'± PROVIDED BY MCDONALD BOX W/SAFETY GRATING AND MAXIMUM 24-INCHES TO GRADE SETAUKET, NY 11733 o GE05ERVICE PROPERTY EXIS GRADE 20.0'± -INCH± RISERS TO GRADE EXIS GF'I ADE EL. 20.(0'± 10-INCH± RI$ER TO GRADE 17-INCHES± SHOWN - MINIMUM 6-FOOT EFFECTIVE LEACHIN 8-FOOT DIAMETER X G DEPTH T DEEP PRECAST OF POOLCONCRETE LEACHING POOLS. LOCATED AT BROWN 1 , - 6-INCH PRECAST CONCRETE SLAB COVER WITH CONCRETE LID. CLAYEY SAND EL 7180 PECONIC BAY BLVD , - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE, MAXIMUM 24-INCH. O (5C) 17 4'+ LAUREL, NY 1 1948. PROP IE 19± •:...,;'.,':: ,,.•.- •.,.:.: - MINIMUM TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM m DATED 03-01-201 1 �^ ., IE: 18.4'± •• ......•••••• HOME. DEPTH OF TE:iT HOLE 17.0'± ` ' IE: 18.3't IE: 18.2't IE; 17.9± IE: 17.8't ;;;;;;; :::::::::::::::::::::: N t .I ....... ................. ® Ew y HIGHEST EXPECTED t.. ., ::::::: ::::::::::::::::::::.. EXISTING SOIL CONDITION STATEMENT �� ''�`��" PALE BROWN - ...... ................ _ d FINE TO GROUNDWATER t�-tI ,. .'7 ,:. ....... ...................... �,. SOIL TEST HOLE DATA FROM MCDONALD GEOSERVICE a � / H - r D� 5 TATEMENT: - LEACHING P00 0 POOLS T BE PLACED IN CLEAN I E N SAND AND GRAVEL 4 NCH PVC R VEL ONLY SP SW r MEDIUM -TEST HOLE SHOW5 NO ....... ..................... " _ \ v 15 SDR35 N11N MINUMUM 3-FOOT VERTICAL SETBACK FROM HIGHEST, SAND (SP) GROUNDWATER LEACHING POOLS REQUIRE ENCOUNTERED SDR35 M NC .. ... ..... _ ®,� o SLOPE .02/LF EXPECTED GROUNDWATER. FUJI CLEAN CEN-5 I/A OWTS SD 35 MIN SLOPE .01'/LF ......; WATER ..::.....::::::::::::: - SOIL CONDITIONS NO EXPECTED R MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF Ssao�� b 3I.4'± fiLOPE .01'/LlF """" """'"""""""""" INSTALLATION. .................................. - SUITABLE SOILS ENCOUNTERED AT LOW GRADE BASED ON TEST HOLE. NO WATER ENCOUNTERED „r: 6-FOOT DEEP X 8-FOOT DIAMETER 30' BE - REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND PRECAST LEACHING POOL FL_ GRAVEL FOR A DIAMETER OF SIX FEET FROM LEACHING POOL (3-FOOT COLLAR), SHEET: TEST HOLE INFORMATION POLYLOK DISTRIBUTION BOX 10 EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL (SP SAND). SCALE= NTS SCALE= NTS ELEVATION PROFILE 10 ' 20 ' 3 0 ' 40 ' 50 LEACHING GALLEY DETAIL SCALE= NTS SCALE=' NTS I i 4P SURVEY OF PROPERTY SITUA TE LAUREL TOWN OF SOUTHOLD S'UFFOLK COUNTY, NEW YORK 0 4 o S.C. TAX No. 1000-126-11 -9.1 ,� - SCALE 1 "=-20' ,� M 1 , 2011 O NOVEMBER 26. 201�1 FOUNDATION UNDATION LOCATION MAY 15, 2025 FINAL SURVEY J• t'''� JUNE 17, 2025 ADD FUJI 45 DEGREE ADAPTER AUGUST 21 2025 UPDATE AS—BUILT PER SCDHS NOTICE 5 SEPTEMBER 16, 2025 REVISED WATER UNE AREA = 37,612 sq. ft. {To mmeHEAo) 0.863 oc. u SEPTIC SYS U TIE YEASUREMEWS GARAGE COTWATMENT CEN-5 N.A. 11` A1.5' ti DISTRIPUTICN Pox 32' 1 4.S' N.A. t I.LAI:HING POOL do. 24' N.A.. Solcam I LEACHIMIG POOL S74 24' N.A. � •,. � � •. 4n co+rca 3 o. 5L CIA 1 loop ' ;+ �► C� ti 45 IF Vk 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ""' 7 =; CM Garage/Accessory Apartment Only Date 10/13/25 H.S. Ref. No. R-24-0229 . ► The sewage disposal and water supply facilities at this location have been inspected andlor certified by this Department or other agencies and found to be satisfactory FOR TOTAL MAXIMUM OF 4 BEDROOMS. �►- .d ,r' ]onat an Pai, P.E., CHIEF t„ ='"",#. Office of Wastewater Management �a►'" 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t• EXISTING ELEVATIONS ARE SHOWN THUS; �,•� ;, \it,, EXISTING CONTOUR LINES ARE SHOWN THUS: t ndkqACE rL" wrow of 9u-04.0a \ moCM no Or cures ti i 1: Perroom IN ACCCOAAsser V" THE WNWuu �? sw.n KA ma IMf SLWA" A5 gr W I lALISL AND Jo J ' Qy '} ° 0 CT 1 5 2025 ,r, e irrrfoil 100 n ta4�! t Vnna-tm �t , N.1A! Lk. No, 50467 C",S-out'-;,.1d A ► 0} taMi met " AcmA oN OR .0 - 4 Nathan Taft Corwin I!! Sf� �,� Ym vATE 0. FIDUCAMN LAW. � Land u:" a Or+ ea�cs Or T1e� Sr�rAV MW Wr tt"4 fl+E iJVrD 'Li�R+'tti'ta�•5 � StIM. OR to Ot A hIAWO terur C4pT. CIFMGTIMS vynirAjo trMON SFN.L R11M Succasw To; Stanlay J. Ifokw, Jo. L.S. *A&Y TO NC fE=" FOR w om iM S*4y .ioerph 9DWY To THE A. Ingogno L.S. V maowrtf+riw+k rAmcr NM �O me Surrrsyi -- Sub&Wov - Ste %n' - ConflrxVva Loyoud ►WWO 047nvnm t2PM "DMON, OM To Tut A-VWNM or niE uDij 4 $=_ PHONE (631)727-2090 Foa (631)727-1727 t4"L COrMARONS ARE ira't tL 0 13CATrD AT AWLWG ADC*fn T14E EXISTENCE Or IIoM Of WAY 117 1 Sm wav n Road P.O. Bcr 16 ANDIOR EASCjICi/TS or Rtcono, jr Jgmaeporl, Nit. York 11947 krmport. Now York 11047 ANY. MOT SHOWN Alt NOT OUAAMTEETl. i i O H A W p�3t �f H 43'-6" hri N !� " 22'-0" 211-611 01 Zn 14'-8'/2" 13'-10" 8'-911 3'-3'/211 0 HOSE PROVIDE MICROWAVE �, 9{ BIB TW3046 AND TOASTER OVEN ,!� TW2432 'k�r TW3046 TW3046 I 2'X2' M/W ABOVE I (BRACKET (2)2X8 HDR 2 8 H R "� (2)2X8 HDR (2)2X8 HDR -� 00 OVEN a 1 I I 1 46" �, 11 t 6'/2. tl I = - " I I W ON DEMAND H2O x U u, --�'' N HANIDLER 2X4 HANGER 1 I I M•N 0 V r4 SE CE(PANEL , .o < BATH o RR-CJ(TYP) , KITCHENETTE 47.3 SF — W O F� B B x O 96.3 SF N I I E Z N 0W N -. H ; o u z W W a z a 2'-6" _N _-1BEDR OM 0 o 0 xNo 2 E„ zo133. SF M STORAGE 0OUao0No. 1 --4INSTALL 5/8"TYPE-X ON CEILING AND WALLS _F ,Y QO 110 co O OZ 2X4 HANGER a ' I 1 F RR-CJ(TYP) O --------- (M cu O -' o QUETN M (2)2X8 HDR Em (2)2X8 HDR (2)2X8 HDR .. v (2) X pm C1101 o `' rn rq � u EGRESS EGRESS TW3046 TW3046 1.EXISTING OVERHEAD DOOR AND WINDOWS TO BE REMOVED.EXISTING O y+ L r TW3046 TW3046 ELECTRIC SERVICE PANEL TO BE REMOVED AND NEW ONE TO BE INSTALLED IN .6 z u TOTAL FINISHED METER ADDITION.INSPECT WATERLINE COMING IN AND RELOCATE AS REQUIRED. co Iv a'no SPACE:398.9 SF GAS METER AND UNDERGROUND LINE TO BE REMOVED AND RELOCATED. P4 to 4 I> 1 11 / 1 it t tt 1 It I 1 11 REMOVE EXISTING UTILITIES IN EXISTING BUILDING AND INSTALL NEW. t~ .R' O I Iv-I 2-4 12-4/2 16-9 8-9 3-3/2 ELECTRIC METER TO BE EVALUATED TO RELOCATE(VERIFY WITH OWNER) n 2.EXISTING FRAMING TO BE REPAIRED,ADDED,OR REPLACED AS REQUIRED r^4 EXISTING ADDITION PRIOR TO CONSTRUCTION.CLOSE OFF EXISTING OPENINGS(TYPICAL) rn U In U) 3.PROPOSED WALL HEIGHT TO MATCH EXISTING,—T-6-1/2".WALL FRAMING N aj TO INSTALL OVER 2X6 ACQ SILL PLATE(TOTAL T-8"HEIGHT). o W 431-611 4.SILL PLATE TO SIT OVER TERMITE SHIELD AND SILLSEAL.ANCHOR TO NEW FOUNDATION WITH 5/8"dia.ANCHOR BOLTS WITH SQUARE WASHERS AT 6'O.C.,WITHIN 1'OF CORNERS,AND AT SPLICES 5.REMOVE EXISTING SIDING AND UNDERLAYMENT.INSPECT EXISTING W SHEATHING.PATCH OR REPLACE AS REQUIRED.ALL GAPS TO BE SEALED (� FOR AIR TIGHTNESS W A 6.INSTALL NEW SIDING MATCH HOUSE.UNDERLAYMENT TYPE PER S N PROJECT NORTH y� MANUFACTURE INSTRUCTIONS ( )° 0..4 7.WALLS AND CEILING TO BE INSULATED(SEE ENERGY CERTIFICATE). O E 8.INSTALL 1/2"SHEETROCK ON WALLS AND CEILING.TAPE,SAND AND PAINT. 0 PROPOSED FLOOR PLAN 9.INSTALL SMOKE AND CO DETECTORS PER CODE 22' SCALE: 1/4" = 1'-0" N TOP OF SLAB-TOP WALL PLATE: -------------------- 2-WOH-HIPS 1'- OH-GABLE 2X4 STUD WALL(SVP)ON 2X6 PLATE 2X6 RR g24'OC 1 2X6 U®6'4 OC , 2X8 RIDGE •`"WINDOWS ARE DOUBLE HUNG TOP OF WINDOW: PA FROMTOPWALLPLATE , r t »TOP SASH W WADED OFF OUTSIDE , 111 r�..^^/ 1 I+J x Q tP- 4 o I GAS PANEL W ------------------------ 7 DRAWN: 'LE BIC �I 22'-O" METER 1 21'-6" IL '. 'Tr/.�y ,� SCALE: EXISTING 'fL PROPOSED JOB /2024 EXISTING FLOOR PLAN SHEET ET NUMBER: SCALE: 1/8" = 1'-0" A-5 i tat ortm i0l. 1• t-i. g Installed,replaced or SCTM a 1000-126-11-9.1 Z repaired shall conform LOCATION: AREA: LOT COVERAGE: to Chapter 172 PROPERTY: 37,612 SQ.FT. 0.863 ACRES O of the Town Code V 1 EXISTING HOUSE: 2028.0 SQ.FT. 5.39% EXISTING HOUSE PORCH: 224.0 SQ.FT. 0.60% APP OUED AS NOTED �j EXISTING HOUSE DECK: 390.0 SQ.FT. 1.04 DATE-s B. # r EXISTING DETATCHED GARAGE: 448.4 SQ.FT. 1.190/0 3/4"WASHED FEE a BY; (// (3090.4 SQ,FT,) (8.22%) �l1 CRUSHED STONE NOTIFY BUILDING DEPARTMENT AT o? - 1 ANDSCAPE FABRIC 631-765-1802 8AM TO 4PM FOR THE Blower door PROPOSED GARAGE ADDITION: 430.0 SQ.Fr. 1.14 PITCH AWAY FROM BUILDING-24"w X 12"d � 2!"BELOW SURFACE FOLLOWING INSPECTIONS: MIN.1/4":1'-0" TRENCH and duetwor I I 1=I I ION HIP SIDES I 3 h< : 4"PERFERATED DRAIN PIPE 1. FOUNDATION-TWO REQUIRED TOTAL 3520.4 SQ.FT. 9.36% z -�EPDM OR EQUA I TO CONNECT TO DRYWELL(S) FOR POURED CONCRETE tt',SI;1TIg re�ulre . 2. ROUGH-FRAMING&PLUMBING NATHAN TAFT CORWIN 3. INSULATION MEETS AND BOUNDS BY: LICENSED LAND SURVEYOR 4. FINAL-CONSTRUCTION MUST LICENSE No.50467 ^ BE COMPLETE FOR C.O. a/� (��/ PROPERTY SURVEYED: MARCH 01,2011ALL CONSTRUCTION SHALL MEET THE 1^-I REQUIREMENTS OFT E CODES OF NEW OCCUPANCY OR ~ GROUND GUTTER PORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS �� UNLAWFUL PLUI'�9BER CERTIFICATION 100%RUNOFF AT DRYWELL DRYWELL WI"IHOUT CERTIFICAT: ON LEAD CONTENT BtFORt : LOCATION: SF AREA: Y 2"RAIN PER HOUR PROVIDE: CAPACITY: OF OCCUPANCY CERTIFICATE OF OCCUPAN( TOTAL ROOF AREA: 1117.0 SQ.FT. 187 CU.FT. (1))8'dia.,5'deep 211 CU.FT. SOLDER USED.IN WATER COMPLY WITH ALL CODES OF SUPPLY SYSTEM CANNOT NEW YORK STATE &TOWN CODES EXCEED 2110 OF 1% LEAD. P> ASQ�IRED AND CONDITIONS OF W � o �� SOU--HOC TO!„'N Z5A ELECTRICAL W T,; STE S RETAIN► INSPECTION REQUIRED a z a RT STORM WATER RUNOFF PURSUANT TO CHAPTER 236, o H U S^ rC OF THE TOWN CODE. Z w� a S�HD JAust provide Manuals _ 00 N / O / F ,J and S as per a r, .PLU[ � NGA I}NYS Energy Code JOAN SHANNON E. OI.0x13ff > DWELLING ' .'&WAfEFlCOTNI=1=� �O . #' STING SEFC rkE C:OUERIO ' s [PUBLIC WATER] EL. \ C 0. EL. EL. EL. 0 _ 3 44.3 2' 18.0' k` C)6.4, 10.0116 3' N 21 151 40�� W M N q O EL 171' W- �X1- W- -W- -W- -W- 0 M y v -W- ^ o i 7 ON --W -W W- STONE ` PO M o o 110/� DRIVEWAY - �- �� Q � C�+ EL STONE x o , Cry+ w ® 3� 19.6' DRIVEWAY Z U Q `o EL 00 �� f 20.5' Ui I 20.0' ^ r.liff , . TEST HOLE 1 0 U �y P- 10.0' EL LP } Q�o �O\ \D - c/1 4 aM fd 19.8' - ---•- '� �/ 112 %, < N O E v 93Q�� --- ------------ ------- - Q�Q EXISTING EPTIC 1" EL �� W / um" - ••� / ULCO)I .39 fj tL Ex,mr+E) 20.9 / \, In avECxEHn SEPTIC Tb-6E BY OTH It TO CODE / \ 0 ES Danim DECK FRAMED HOUSE +M"J STONE 20' 8'X6'% E D ' ►.� GREAT EL DRIVEWAY -_------ ` DW O�j, ` / U E C 0 N I C E 19 6 Ex.t SST 1': - _ o BAY PORCH �+ PROPOSED NSF, o FRAMED ADDITION y� 10.0' 15.8' �`' GARAkGE 10.0' o 0 7.UIt \ 10.2'a LmLrn f'+ 22 2' 521.5 POLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �G O EMProSEDim ABART E° P� p / O N O O N RIGHT OF WAY 195, N RIGHT OF WAY �" U (A \, i �� 345.76' EL. �` � EL. EL. S 20 44 00 E � 20 7' \ A 6.0 EL. 17.2 N / 0 / F10.01 '+ JOHN HINSCH DWELLING PUBILIC WATER �, v+ �` [ l � � DRAWN: SCALE: + T SITE PLAN F o�� .�. = . � � JOBS: = +- n ® _ + 3/19/2024 SCALE: n ZOO SHEETNUMBER: S.1 • �-'"s".,;... ram: I i 0 H w z 0 Q Q � o Li N--4 O mz p.., o a � U PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION Z a SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 00 � r- 0 v c'n N � O M m y V p � N — - — - — - — - — - — - — - —- — - — - — - — - — - — - — - — - cu Ln U m rn d, .vo � cn a, v N 0 oll ON u u u U) d EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" d �y 4 DRAWN: 4: SCALE: •• .' • JOB#: e 3/19/2024 -72 SHEET NUMBER: i i z 0 ED w 0 Q Q w > o � W U a z ►� PROPOSED EAST ELEVATION z v a a SCALE: 1/4" = V-0" 00 CD coM � q S ox Fti vq � O m a C4 go 40 � u U rn co N N N .0 W Q� M W ErIll O En d N d EXISTING EAST ELEVATION SCALE: 1/4" = V-0" a `tSr +L1� DRAWN: SCALE: JOB#: 3/19/2024 • u7 SHEET NUMBER: A-2 . -. i z 0 H w U) 0 Fl 1-1 6FHI Q 0 � z A-+ z a 0-4 u � a0 00 PROPOSED WEST ELEVATION a SCALE: 1/4" = V-0" 0 M N (U O M M y v O (J O � � O � v � 'n U m ON a� v N 0 O� Emmlo W u u M O M MHI 11 Cf) Y Q A N x EXISTING WEST ELEVATION SCALE: 1/4" = V-0" +C1 DRAWN: SCALE: JOB M Y 3/19/2024 SHEET NUMBER: i z 0 H w z 0 Q Q A EXISTING ADDITION #5 REBAR a W � d . n - d p�• d . n d p• d o - d p- d o o O W ------------------- a/ o0 N 15 REBAR AT P-4 z a M 12.E ) ° H O U a rmn d o a 00 r- B B o° Z � a w J ° •- J , , , lL s w m ' O CN a� 0 , , cf) y C! V 0 z i 00 i e x w ~. w aaii 00 s ; u m .v i r o #5 REBAR AT 00 N -- 12"OC —-------------------------------------------------- 0 W D � v . p .4 v '. v . v -4 v v v • v -4 v v v . v , e- P� a v --------------------------------------------------------------------- #5 REBAR I.CLOSE OFF EXISTING OVERHEAD DOOR OPENING (TYp) WHILE PROVIDING SPACE FOR NEW DOOR(VIF). W 22'-0" 21 r-6" ANCHOR CLOSED OFF OPENING(OURED CONCRETE) H WITH#4 REBAR AT INTERSECTIONS AND 12"OC VERTICALLY.INSTALL ADDITIONAL ANCHOR BOLTS V WITH WASHERS AND NUTS AT G OC AND WITHIN O I'OF WALL TERMINATIONS. 0 2.PATCH OR REPAIR ANY DEFECTIVE EXISTING WALL OR SLAB CRACKS.VOIDS,etc r Q eE 3.ADDITION FOUNDATION WALL TO BE 8"POURED PROJECT NORTH CONCRETE WITH X FOOTING ON(2)#5 REBAR. N A BOTTOM OF FOOTING T 3'NG TO BE MINIMUM BELOW GRADE.TOP OF WALL TO MATCH EXISTING(MINIMUM a/ 6-ABOVE REQUIRED.DE(ALTER GRADE AND FOOTING DEPTHAS Q 4.SLAB FOR ADDITION TO BE 4"THICK ON COMPACTED CLEAN FILL OR GRAVEL.REINFORCED WITH 10/10 6X6 WMM.PITCH SLAB MIN.1/8":12"TO OVERHEAD DOOR. PROPOSED FOUNDATION GC TO VERIFY WITH OWNER IF FLOOR TO BE COATED � SCALE: 1/4" = V-0" Q DRAWN: `tom SCALE: JOB#: 3/19/2024 SHEET NUMBER: i 0 A W 43'-6" 22'-0" 21'-6" 14'-81/2" 13'-10" 8'-9" 3'-31/z" O Q I ELFIN KITCHENETTE M-160-FOV-IS-1 \ HOSE A BIB TW3046 TW2432 TW3046 TW3046 ' ' Zxz (2)2X8 HDR � r-� ( 2 8 H R :BRAS (�./) (2)2X8 HDR (2)2X8 HDR i � -------- , i Ip II O 4S' - -------------------- M 11'-61/2" 1 w 2X4 HANGER 1 u a CIABATH RR C1(fYP) ; �I 5 v KITCHENETTE 47.3 SF _ _ M. B B co x 0 96.3 SF B O Z 1 I ' E W C N 1 z U w " p-1 0 , lil 1 a � 2'6' V 1 W 1 1 o =m BEDR O Go M 0 b C� v � v `2 O W cal No 2 " tnv No. l 133. SF z STORAGE x o INSTALL 5/8'TYPE-X ON 1 , 121.7 SF CEILING AND WALLS ; ~ IL r- I V � N O xZ 2X4 HANGER ; RR-CJ(f YP) ; o 1 r-1 d ' CA N 1 (2) �FauET*+ Fm (2)2X8 HDRj - ' (2)2X8 HDR (2)2X8 HDR O M P� ' oO v h�l EGRESS EGRESS TW3046 TW3046 1.EXISTING OVERHEAD DOOR AND WINDOWS TO BE REMOVED.EXISTING O }�1 cz (D TW3046 TW3046 ELECTRIC SERVICE PANEL TO BE REMOVED AND NEW ONE TO BE INSTALLED IN TOTAL FINISHED MAR ADDITION.INSPECT WATERLINE COMING IN AND RELOCATE AS REQUIRED. o T SPACE:398.9 SF GAS METER AND UNDERGROUND LINE TO BE REMOVED AND RELOCATED. 21-4" 12'-41/2" 16'-9" 81-9" T-31/2" REMOVE EXISTING UTILITIES IN EXISTING BUILDING AND INSTALL NEW. 40 4 ELECTRIC METER TO BE EVALUATED TO RELOCATE(VERIFY WITH OWNER) 11 n aC 2.EXISTING FRAMING TO BE REPAIRED,ADDED,OR REPLACED AS REQUIRED EXISTING ADDITION PRIOR TO CONSTRUCTION.cLOSE OFF EXISTING OPENINGS(TYPICAL) m V � 3.PROPOSED WALL HEIGHT TO MATCH EXISTING,—7'-6-1/2".WALL FRAMING 00 14 `� TO INSTALL OVER 2X6 ACQ SILL PLATE(TOTAL T-8"HEIGHT). N ai o W 43'-6" 4.SILL PLATE TO SIT OVER TERMITE SHIELD AND SILLSEAL ANCHOR TO NEW 10 FOUNDATION WITH 5/8'dia.ANCHOR BOLTS WITH SQUARE WASHERS AT G O.C.,WITHIN 1'OF CORNERS.AND AT SPLICES 5.REMOVE EXISTING SIDING AND UNDERLAYMENT.INSPECT EXISTING W SHEATHING.PATCH OR REPLACE AS REQUIRED.ALL GAPS TO BE SEALED (n FOR AIR TIGHTNESS W S N PROJECT NORTH 6.INSTALL NEW SIDING TO MATCH HOUSE.UNDERLAYMENT TYPE PER MANUFACTURE INSTRUCTIONS ►r 7.WALLS AND CEILING TO BE INSULATED(SEE ENERGY CERTIFICATE). O E 8.INSTALL 1/2'SHEETROCK ON WALLS AND CEILING.TAPE,SAND AND PAINT. r 9.INSTALL SMOKE AND CO DETECTORS PER CODE l�'"`T ,1 En En PROPOSED FLOOR PLAN 22'-0' SCALE: 1/4" = 1'-0" N --------- --------------- TOP OF AAB-TOP WALL"ATE BO 1 --------------------- ZV ON-MPSo1 TIP OH-LMLL 1 ]X4 STUD WALL 1VP)O @G PLATE 1 3x6 RR Bzr c I SYb CT®sff OC 1 zxe RRIGE ••WRAO¢•S ARE Mt MINE 1 • TOP OFWMOOw}t?b(TVN 1 FROM TOP OF WALL PLATE 1 >ra sAaE wwEo oFT 1 ^rV _ 1 vJ x 1 1 /) 4 F 1 p � 1 p 1 N 1 1 1 1 1 1 1 • 44f 1 +ily' METM 1 IId RECTRIC ________________________ DRAWN: 131 22'-(r MRER 21'6' SCALE:LLLLL EXISTING PROPOSED JOB#: EXISTING FLOOR PLAN SHEET UM 3/1 NU024 M � 5 �� BER: SCALE: 1/8" = 1'-0" ' eF� : A —5 O F-1 w �yy 0 /H Q �ROPOSEQ EXISTING PROPOSED ADDITION a p -- ---- ----------------------------------- - ;------- -=a --- ------------a -- - ---------------- lot 1 1 'is r 1 [J] " r-1 U 1 1 +a a a, 1 1 1 p 'H/ 44 2X8 *+ �♦ , 1 ' Ar RIDGE se 12 . 1 ' NEW ASPHALT ROOK TO MATCH ; . HOUSE.INSTALL OVgR REQUIRED a ono a 6 ( 1 0 INDERLAYMENT TO CODE. p [� fi._= — 1 �. --��r,..,...+�.++�--�z-asp»__, p lot 1 --------, ' N INSTALL'GROUND C�'UTl"ER"ON HIP-SIDES OF • �~~ / ; THE BUILDING • B x 1 n __ __11 5 ♦ 1 , 1 n n •aaaaaaaaaaa as aaaaa aaaaa.l, Ja-51 11 1 n EXISTING; i ' i 1 2X8 RIDGE " o) u1 ` . • rr ' � ' p ch ' O • / ' / I 1 n f7 1 �QJJ GC TO REVIIEW EXISTING WALL ' " M SISTER/REPIACE AS REQUIRED i u ��+ `�' 0, Iv. Q INSTALL FIRIEBLOCKING TO CODE. . +�, � 1 1 p / , 12 , p M a0.. REMOVE EXISTING ROOFING AND UNDERLAYMENT; 1 °C , , • 00 \ INSPECT,REPAIR/REPLACE ANY DEFECTIVE SHTG. x v + 6 p INSTALL NEW ROOFING TO MATCH ADDITION. , / W Z O O 1 1 n v ch + 1,1 1r 1 � • CJ x ' + ' p V .- 1 / LLJ N 1 / 1 n M �- U) 4 1 1 1 1 1 ' • QO ` .O of 1 / N , v 11 11 O 111 W to t •`��--------��______�_�� ----`=-�--------�---- ----- �----- -- - --------�- ---- -- - — --5-------- ===4 MATCH OH 24" � W u W 0 S N PROJECT NORTH GE A PROPOSED ROOF P1LAN SCALE: 1/4" = 11-0" (1 DRAWN: of A SCALE- '" , • . JOB#: z 3/19/2024 * !` SHEET NUMBER: p y° " A-6 i Generated by REScheck-Web Software z Compliance Certificate Z (i O Project PISANI Energy Cade: 2018 IECC NEW ASPHALT ROOF TO MATCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - Location: Southold,New York HOUSE.INSTALL OVER REQUIRED Cortstntction Type: Single-family INDERLAYMENT TO CODE. 2X8 Project Type. New C""strucd°" 1/2"SHEATHING Conditioned Floor Area: 11940 ft2 RIDGE 12 Glazing Area 21% Climate Zone: 4 (5572 HDD) t 6 Permit Dare: (7 Per.*Number. ?'� 2X4 HANGER Conshmdon Site: Owner/Agent: Designer/Contractor-- 4" 7180 PECONIC RAY BLVD LAUREL-NY U-- -- V __ r DBL 2X8 @24"OC -V .W__...___...._. ..._,_.-.._.._....�.__...._as_......_..___...._....._.... .,..._, _ earp,ance:•.ox Salle TM""cod" Naaimum u You,7s roar uA:za Naaimum slice•w• row stove..3'3'_.'3 RAFTER TAILS TO - '"ex°r� MATCH EXISTING 2-0 OH O a oars aor yore.as em•ar•a e,oyrwa y r.er.da".e m a a..•aw.raer no„a:. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade M u assembly in the specked climate zone must meet the minimum energy code insulation R-value and depth requirements Envelope Assemblies RE-SIDE BUILDING +I _ TO MATCH HOUSE 1� 00 ^~^ WITH UNDERLAYMENT bo H 1/2"SHTG. Q Ceiling:Flat Ceiling or scissor Truss 440 35.0 0.0 w 0.032 0.026 14 11 2X4 STUD WALL @16"OC Wail:Wood Frame.16-o.c. 672 20.0 0.0 0.059 0.060 40 40 5/8"TYPE-X SHEETROCK 2X6 ACQ SILL PLATE Door:Solid Door(under 50%glazing) 0 0.290 0.320 0 0 OVER TERMITE SHIELD t"r' 33°°d Frame 84 0.290 0.320 24 27 +I AND SILL SEAL(TYP.) Compliance Statement,The proposed building design described here is consistent with the building plans,specifications.and other 00 caladators submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in ___A MATCH ISTING WALL REScf eck version:REScheck-Web and to comply with the mandatory requirements listed in the RESd ec*Inspection Cheddst. . Name-Title Signature tame- ; 4"PC SLAB,REINFORCED WITH 10/10 6X6 WMM 4 OVER COMPACTED CLEAN,NON-ORGANIC FILL 8"PC WALL 6 6 O 16"X8"FTG —- —- �4�1 0 (2)#5 BAR W � >+ Project Title:PISANI Report date: 02/0824 Q CROSS SECTION A w Data filename: Page laf l S SCALE: 1/4" _ 11-0`1 z 0-4 REMOVE EXISTING ROOFING. Z REPAIR/REPLACE DEFECTIVE OR F� O DAMGED SHEATHING AS NECESSARY W NEW ASPHALT ROOF TO MATCH EXISTING WALL TO ROOF TO BE INSULATED AND a Q HOUSE.INSTALL OVER REQUIRED COVERED.SEAL ALL JOINTS AS REQUIRED(TYP) O a INDERLAYMENT TO CODE. 1 _ - - - - 00 EXISTING 2X8 RIDGE f...� a STE 2 TO DBL 2X6 RR I I @24.00 DBL 2X8 U 24"OC _ _ _ _ — -— - o -—-— - - - - - - - - YPE-XS - - - - - - - - - - - - - - - - - - - - - - - - - - 2X8 U @24"OC 5/8"TPE-X HEETROCK Cn N o O� 00% RAFTER TAILS TO in MATCH EXISTING 10 s�l o r ,6 Z 0hil 0 RE-SIDE BUILDING 5/8"TYPE-X 00 a.. 0 Do TO MATCH HOUSE SHEETROCAT WALLS K w/UNDERlAYMENT CAP OFF EXPOSED it SILL AND WALL V STOOL TRIM w/ PORCELAIN TILE FLOORING C 1X VINYL TRIM AS SELECTED BY OWNER — — — -7 Y CONC.APRON —- —- N 01 i N EXISTING ; 4"PC SLAIB,REINFORCED WITH 10/10 6X6 WMM 4 3 ►L OVER COMPACTED CLEAN,NON-ORGANIC FILL EXISTING O �+ 4 EXISTING 6 B"PC WALL r •, ASSUMED TYPICAL ASSUMED TYPICAL ., M INSULATE PERIMETER OF EXISTING FOUNDATION ! INSULATE PERIMETER OF EXISTING�FOUNDATION _. WITH R10 RIGID INSULATION.INSULATION TO BE FOUNDATION(VIF) FOUNDATION(VIF) WITH R10 RIGID INSULATION.INSULATION TO BE - m1 A MINIMUM OF 2 FT.BELOW GRADE PER NYS R402.1.2 A MINIMUM OF 2 FT.BELOW GRADDE PER NYS R402.1.2 16"X8"FTG — — — — — — — — — — — — — — — — — (2)#5 BAR OVERHEAD EXTERIOR QL n CROSS SECTION B i DOOR WALL(TYP.) IU VO z r ■ 8 SCALE: 1�411 = 11-Qn EXPANSION #5 REBAR � . - � ] CA -- --.- �r I JOINT(TYP) � @16'OC EXPANSION I Q' ._.. 4"CONC.SLAB H JOINT(TYP) MIN.1/8"PITC 3'-0"APRON DRNEWAY � �,wona wrm us•« - - - t�I • i _ >c« _6X6 10A0 WWF eAan eaoo.wrta Iv« 3 f - a"psverr taern - +. z U ' yr NAwvmoo IC> I •vn•ac I 8" 1?NA MT®9aAnlA . -- - l•AR 0.YW ba (TYP) o � � - tAIrFRNAIMVE rAP QSl.1 S yerm"An1Mue)ncoss./ �` 11/4 11/4 11/1 11/4 I Q - - --- -- rareserrvE swne: zA.orrz SINK V s I I •+', W G °- '3- wameru a.tawmrerr uaem . - BA FH F.M.CAI WINDOW OPENING I 3 eA�Aaowwrm am 111 MIN. PNPAN EQUAL OR SMN11t I ') L_ THAN 4 FEET ul•.ar ursoaw 2 f e®rrarr uarcrm TYPlcel D(x>tt OPENING C'O• 11/4 3 I C.O. 3 PANEL SPAN GREAILR THAN 4 FEET "axnt[nwe000Aaawn eAsroeeanw: saw r_ ir :-zxa ora smoscommrcrm bawomsflaw AND SMALLJ3t oaw "wanow""'iocnwierA"�•u rtrt+A.TM roc 3 , - _® �� DRAWN: THAN 6 FEET AtDMIfS a znoc b ro woaomwws a *7YPfCA1 MI e TIP I[ SCALE: OPENINGS PANEL SPAN GREATER THAN 6 FEET a.. r u " {.;. � JOB#: AND EQUAL OR SMALLER THAN8FEEr �R TMn ,,, Nr« 3/19/2024 a n X , TO APROVED SHEET NUMBER: 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SLOPE"1/4"PER FOOT PITCH TO DRAIN 4•G.1. SEPTIC SYSTEM * AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING TRAP HO1� WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOW STRUCTURAL PANTS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7n6- AND MA)aMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL RE PRECUT TO COVER GAZED OPENINGS WITH ATTAQBNELNT HARDWARE PROVIDED.(Rff73t TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.IA OF N.Y.S.RESIDENTIAL A•� A- 7 CONSTRUCTION CODE).THIS IS NOT A 91%7 UTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRES9IRE UPGRADES WHERE APPLICABLE ��.V��t4�' ALL.PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. I i Z O H WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W • KING STUDS \ ? ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB Z DOUBLE JOIST O SIDEWALL RAFTER 4pa 1 6k) JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION r , 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION ,APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR �I HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2ND. ADSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"02" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go- STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X70 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT OIREBLOCKING 024"OC CTLY UNDER PARALLEL WALLS, PROVIDE WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 0. CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY RAPIER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST fTl FOUNDATION TOP PLATE BLOCKING Fib " FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING �L. .I �>I STAPPING TO BE ATTACHED TO WALL STUDS 048'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O W AND ALL WINDOW/DOOR OPENING JACK STUDS _ _ F-j BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING 1N�STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER U THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0' O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT a z h•-I 4' - 8" LSTA24 1-1/4'x24' 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD Q =7 N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF l/. INCH IN DIMENSION. �� , ` G� FLASHING TO FORM CHANNEL V INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFTTED EAVE W 8' - 14" LSTA30 1-1/4'x30' 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO TN ALL OPENINGS / ACTION 4' - 6' RAFTER RT10 0-3/4" x 18go_ TYDOWN ANCHOR 0,4 EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND a INSTALL 4'0" O.C. ONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 00 14' - 16' LSTA36 1-1/4'x36' 18ga. STRAP AND JACK STUDS 8" - 12' RAFTER RT20 1-1/8" x 20go. TYDOVM ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ry ON ALL OPENINGS KEEP ROOFING NAILS OUT f� OF FLASHING 2ND. FLOOR WALL n , ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O P"I e-4 �. ce) F.FT [I TOP PLATE GIRDER/HEADER SIDE WALL FLASHING U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048'OC WOOD JOIST 0 Ln ,�'� 44 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD CA a �O , AND RAKES -- PROVIDE HEMMED EDGES SO zi r••I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS C) r•,1 O U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ca En 4" - 8' LSTA36 1-1/4'x36' 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION A\PPLIC ATION PRE-MANUFACTURED j•• W •'y' KEEP SHEATHING MIN. 1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH "C7 �+ V ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR O OVER RIDGE TO THE PROPER STEEL CONNECTOR. 0 a) OO +�+ INSTALL 4'0" O_C, RIPPLER TO PLATE AIR PASSAGE IF ABLE, SET FIR R JOISTS APROX. i/2' HIGHER THAN LVL HEADERS H CONFORM TO SLOPE 8' - 16" MSTA48 1-1/4'x48' 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. k REDUCE BUMP OUTS tJ ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR O 7•+ ATE=S TO EACH STUD X. rn � x DBL SILL PLATE U TERMITE SHIELD SUBFLOOR I ♦O , u r- � v SILL GASKET WOOD JOISTS 00 N + ♦ • NEOPRENE r ' TYP. CONIC. FOUNDATION ( A 6ONC. SLAB GASKET • 2x6 /2x8 CONTINUOUS WOOD PLATEMIL W POLY DAMPPROOF EXTERIOR V • yip I BOLTED TO STEEL BEAM WITH R•a 6MIL POLY ON EXTERIOR GRANULAR FILL • y STEEL COLUMN I ' ' 1'p ' • 1/2 ' DIA. BOLTS 0 48" o.c. STAG. A •p • , d I • d • 'o • ROOF JACK �♦ • ♦ CONIC. SLAB 'p . �\ STEEL BEAM t•♦ n 1.p ANCHIOR BOLT EMBEDMENT: I Emmi c COMPACT FILL POURIED CONCRETE: 7' 4' x 1/4' x 8' STEEL LLLW... •p V i I ' If4 '+ .; °• • BLOCK WALL: 15' TOP AND BOTTOM PLATE b� ROOFING LAPS KEYWAY FOOTING s y • • a • p w • FLASHING AT WITH 1/2" x 6' ANCHOR BOLT e • Q•p C CONC. FIG. •p Q•p s• USE WITHI 30 SOUARE WASHERS SIDES AND TOP 1/2' GROUT F••1 • • ,O ANCHOR BOLT CONNECTION (USP L13PS58 OR BP583) u 0 DRAIN TILE �v REINFORCING BAR ANCHOR BOLT CONNECTION I f 3' STEEL COLUMN 0 FOUNDATION /8' DIA. ANCHOR BOLT SUPPORTIN MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL AC OR FOUNDATION 1 STORY 72' OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL p� TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24'x24'x12' CONIC. FIG. CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC STEEL/ BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. IN ALL BOTTOM PLATE TO FOUNDATION r (SLAB-ON-GRADE) 1-2 STORIES 5T OC ROOF JACKS Ic VENTS DETAIL CONIC. SLAB I r-SUBFLOOR SLAB 6X6 1 WWM ( DOOR FRAME COMPACT FILL DOOR o-_JOIST U I USE 2X8 En STEEL BEAM v FOR BLOCKOUT W U- 4' SLAB P.T. PLATE W/ 6X6 WMM ( SLOPE _ 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2' AIR S�E 1 A • • 7 1 2 _ _ (WITH A NAILING PLATE IF NEEDED) r AT END AND 4• -" .p - •• :• •• •! TO BE APROX. 1/2' OR HIGHER THAN RIDE • A •t_-a-.:__�_..__, •' .4.s-•'p ES OF WOOD 'O � STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS ••A • • • •"• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12' a 6X6 W.W.M. • A -A �� a- c•• =�11 •• O •p _ O SUB FLOOR MIN. a` t H� a •� •w Q•p Q•p /�' .• `NOTCH BEAM FOR MUDSILL IF RIEQUIRED -- MAXIMUM •p p >' • w �- •/ a REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAM • • • •• I-11 IST •O ► REINFORCING BAR . e•. • ' ^ DRAIN TILE ) 0 •0 • lT 12- •• . SHEET METAL/301 FELT UNDER BEAM AT POINT • OF CONTACT WITH CONCRETE OR CONIC. BLOCK • 3- -+•! J ICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. -. • SHIMS TO LEVEL BEAM tI� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. + y 3' MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT •'� Ip DRAWN: BEAM POCKET SCALE: '' 10 . JOB#: 3/19/2024 * SHEET NUMBER: -8 I i O H GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS" 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL L 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL.4-ISd COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) in The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL•3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateralrill framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL 4)8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 I`--1 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCIwt-SBC LAP NAIL UNINHABITABLE DESIGN DEAD LOAD(PST)R WALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS IS RAFTERS GREATER THAN 3:12 PITCH L/I80 O EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HASO 1-1 meets current federal,state,county and local codes,ordinances and regulations,etc ArnC3 WITH FIXED STAIRS Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS THICK CEILINGS These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (g- ) 80 (PLASTER STUCCO) 1/360 M"'I should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TO FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) L/240 H^ 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS l0 1►_Il GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES 015 PER 20 SQ-IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 3j.Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END � ) 4.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 UNTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt (DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL EXPOSURE CATAGORY ) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7A6 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6'D.C.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION Sym-' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor i3 to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7'o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. a HEADER ALONG EDGES NAIL W � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-164 COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-I&d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: rWj BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (� U H FLOOR JOIST,BAND JOIST, 2-16d COMMON r..4 length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD Z a determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS U Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED W 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE �( Q 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE - �j 00 a 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON00 concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ^ 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE F.ay be installed with#5 re-bar,18'Ion at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES g PP P � 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on de to be 3000P.O..Concrete to be 2- Sd COMMON4'PERIMETER EDGE ZONE 8d COMMON 6'O.C. 8d COMMON @ 6'O.C. SEE NOTES:1.3 grade P• TO JOIST END NAIL @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6'O. 8d COMMON 12"O.C. - (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-116d COMMO BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connector shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to at provided with r minimum.of area. attached opening.Install one attached with the above requirements. TO BEAM 3-116d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. C=) NOTES JOIST ON LEDGER PER TOE r DECK AND COVERED PORCH NOTES: 3-IBd COMMON .-1 +. 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ch N a) o N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated(umber. BAND JOIST PER END cr) y v the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-116d COMMON JOIST NAIL ON n +' 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, X v BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O tL+i 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washer and nuts. SILL OR TOP PLATE 2-116d COMMO S FOOT EE NOTE:1 PO M O Girders on concrete piers shall be anchored with proper steel connectors anchored � .... � u FRAMING NOTES g 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 X O 'a into concrete with a minimum 1/2°dia x 7"Lon anchor bolt with washers and nuts. cC For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. P4 (P 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12'thick concrete footing. rJOINTESCRIPTION NAIL NAIL In � EEdition Wood Framin Construction Manual. QTY. SPACING 3.Tabulated 4 inch D.C.nail cin assumes sheathin to rafter/truss framin members with G>0.49.For v 00 +•g Use a minimum 1/2'dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) g g g O cobelow de.Porches with covered roofs shall have 12'dia.concrete tars for the rders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. pp `-"r .� -, P RAL PANEL 8d U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � it Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. � ch e[ CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES ^ E O 3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I;J otherwise. JOINT DESCRIPTION rn Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) vl 4'EDGE ZONE 8d COMMON @ 6'O.C. 8d COMMON @ 12"O.C. 00 ,fl where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD N F a) 4).Unless otherwise noted,all bearing wall headers to be(2)200#2+BTR.Doug.Fir. 5d COOLERS'; Bearing wall header to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6'O.C. 8d COMMON @ 12'O.C. SEE NOTE:3 O W 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and GO and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING . 5).All flush beams headers to be installed with h 8d COMMON 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall W eavy du tY galvinized tram gern and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3.9 PANELS WFCM-SBC be used. H anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6'O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with V Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7' O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches D.C. O on plans. I WALLBOARD 10"O.0.FIELD (n 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Pq other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE 5/lr TYPE-X SHEETROCK FIRE STOPPING AT WO MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8.Dormers rennin u roof rafters are to be supported double rafters on either side P q g P P Verify QTY. SPACING g P PPo W 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. (V state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR IY��^ HVAC SYSTEM NOTES V OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide bloc king/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'SILL-AFF Q under all bearing walls. NYS Residential code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to M off all concealed draft openings(both vertical and horzontal) requirements. NOTE: and to form an effective fire barrier between stories.and between a top story and the root space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fineblocking shall be provided in wood-frame construction in the folloMng locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES;ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spate of stud walls and partitions.Including furred spaces.at the ceiling and poor 1 U equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblodced at intervals Trot exceeding 10 IFJ' V En 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2'thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblodsbng in walls constructedW CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing Contractor and owner for final review and approval. is nailed 3'on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnectk n between concealed vertical and horizontal spaces such as occur at soffits. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove cei%ngs. �r adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED- L� members shall be doubled,or altemmte connectors, 3)-In concealed spaces betvreenn stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. ALL such as shear plates shall be Used t0 IfTlalntaln load path. 2).COMPACTION OF NEW FILL SH BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1 ,).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level.to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and Products of combustion.members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. Pe 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the firebbcking of chimneys and fireplacm as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced toll-16d nail per foot_ I INCLUDING SUBFIOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11,314 torch down type material over. and R315 of IRC. i DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G `t'' Af SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP ) AND BASES.USE WITH FLASHING CAPS TO JOB COVER TOP #: 3/19/2024 . A16 SHEET NUMBER: erls A-9 �.- .. I _ i ELECTRICAL LEGEND ELECTRICAL LEGEND Z SINGLE POLE CEILING MOUNT O DECORA SWITCH CHANDELIER i--1 3-WAY DECORA SWITCH $3 CEILING MOUNT 0 PENDANT 4-WAY W DECORA SWITCH $4 UNDER CABINET uc LIGHTING SINGLE POLE � CEILING MOUNT DIMMER SWITCH FLOURESCENT LIGHT 3-WAY DIMMER SWITCH $31) CEILING MOUNT EXHAUST FAN HINGE SWITCH Ns Z GARAGE OPENER CEILING FAN O SWITCH $1 F--f M--i 120v OUTLET GARAGE DOOR H DECORA OPENS 120v FLOOR SMOKE DETECTOR $O OUTLET 120v GFCI CARBON MONIXIDE DECORA OUTLET DETECTOR COMBINATION 12LE GFCI SMOKE/CO DETECTOR OUTLET w/WP BOX WALL MOUNT WIRED LIGHT FIXTURE DOOR BELL I n/ 4-4 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WIRED-I CEILING MOUNT � THERMOSTAT To LIGHT FIXTURE ------ WIRED CABLE TVO W RECESSED CEILING CONNECTION 0 W/ U Z LIGHT FIXTURE ^ Z a ' HOSE h+i BIB I CEILING MOUNT WIRED TELEPHONE 4 �.,� u Q n (� CONNECTION TRACK LIGHTING 7777773 z a d WIRED LAN ETHERNET EXTERIOR MOUNT y 00 - % SECURITY LIGHTING lip CONNECTION CEILING MOUNT PULL CHAIN CEILING SPEAKER SP '0!- - ,��— - / - —` - PORCELAIN LIGHT ! BATH , KITCHENETTE ' — NOTE „ 1` REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER o E _ -\ / PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. r-+ T _ ' ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER N v I A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH cMn d' v ' LOCATIONS,etc n �: H � � � u Tv - ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF p �? ' ; I CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE $ m �- BEDROOM I o ._ SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE O x O LABELED FOR LOCATION. _ ` \ NO. 2 , I PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. eye NO. STORAGE PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION a) � �! ; ' SENSORS,KEY PAD TO ARM AND DISARM,etc. 0 `\ , I p I " \ 4 m TO 5 a) Lf) U M v U) i ; I C4 v LL A IF d1V u F:7 Eig PROPOSED FLOOR PLAN - ELECTRICAL N SCALE: 1/4" = 1'-0" u 1, DRAWN: SCALE: JOB#: 3/19/2024 mow..... ... SHEET NUMBER: E-1