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HomeMy WebLinkAbout47524-Z ��p�S�ffOLy Town of Southold 8/14/2023 a P.O.Box 1179 H 53095 Main Rd oy p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44435 Date: 8/14/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1420 Trumans Path,East Marion SCTM#: 473889 Sec/Block/Lot: 31.42-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2022 pursuant to which Building Permit No. 47524 dated 3/7/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,front covered entry and rear deck as applied for. The certificate is issued to 1420 Trumans Path LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1486 8/11/2023 ELECTRICAL CERTIFICATE NO. 47524 3/8/2023 PLUMBERS CERTIFICATION DATED 3/28/2023 ad Piec h t ri ed Signature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47524 Date: 3/7/2022 Permission is hereby granted to: 1420 Trumans Path LLC PO BOX 544 East Marion, NY 11939 To: Demolish an existing dwelling and construct a new single family dwelling as applied for, and per Trustees #9931, DEC and SCHD approvals. At premises located at: 1420 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-12 Pursuant to application dated 1/5/2022 and approved by the Building Inspector. To expire on 9/6/2023. Fees: DEMOLITION $330.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,121.60 CO-NEW DWELLING $50.00 Total: $1,502.00 Building Inspector pF SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1420 Trumans Path LLC Address: 1420 Trumans Path city,East Marion st: NY zip: 11939 Building Permit#: 47524 Section: 31 Block: 12 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 5 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights 16' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 2 Switches Q 4'LED Exit Fixtures Sump Pump Other Equipment: ERV, Septic Disconnect, W/D, 200A Panel 42 Circuit/ 26 Used Notes: Modular w/ Lights and Smokes Added Inspector Signature: ate: March 8, 2023 S. Devlin-Cert Electrical Compliance Form r (l / Town Hall'Annex Telephone(631)76. 54375 Main Road Fax(631)765-9. P.O.Box 1179 SouthoKNY 11971-0959 d BUMDING DEPARTMENT TOWN OF SOUMOLD CERTIFIC-ATION Date: 31a a3 Building PermitNo. Z/ 7�q Owner. �' {r e--�i l f - (P ease print) Plumber. -Braa :Pte-C-Lk C- (Please 1rint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. A lumbers Signaturc) Sworn to before me this off ' day of Maw, 20� SUSAt?A.RIZZO - t�toterY Public,State o,14ew York �o.C111�t6 t 539 0-Uaiiied in SLrttolk cwnty,- �� cormrnissionExpiresMarch i7, ' f Notary Public, IL1 County S -7 �z OUTyO� { [ Zo --�rr Gy Val � TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 5Z AAOJA e- 100 deo DATE 16 INSPECTOR =� OF SOUIyO� L4 -7 5 2,L I l 2D I rV 4'tao_� # # TOWN -OF SOUTHOLD BUILDING DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [>VELECTRICAL (FINAL) [ ] CODE VIOLATION [� ] PRE C/O [ ] RENTAL REMARKS: Ct J�_ DATE INSPECTOR �i'`' pF 50UTy� TOWN OF SOUTHOLD BUILDING DEPT. �ycouHn� 631.765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT [ ] PRE /O [ ] RENTAL o, REMARKS: ✓ s,/ff-em nx- DATE Y INSPECTOR i q 7, 4 �t�tfa�le� I t { L t { i t I t Y p � I � 1 � t APR 1 2 21123 UIWImuutt 1. (1F 4(111 (2rrnl -�- * 2018 IECC Ener JY NJ/ Eff iciency Certificate Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.30 0.26 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments � � � l � __ ,, ,�, �� ,.� :� l j r�10 - ��,+•. �igfT ����Yr`.,� `N��� 1 t+3CyRa •_.`_ --_�.11wr.",.�G>!+ �� ,�, "�� � �:, � � � �r,���1L{?S_�r�i�f�A1�/{1�j �F � y..r•4r ; �r•,t'•,1 1' 1,�.. / JI POW � � i f�, x�x 1 -•a Q 1' . 1 !Y �M,1yJy ti �� `��}wL- +'�e.� _ '�Jt 1• �Ml�',A IF �'�'.51 n_Y 63 �� L\*i � �1 �� `roti'.;- "s�wi- ( '1• t � `TyC' t' y>>. �'��'—._• .gip..� - " � �fi _ ; � - � �7„•, jL-\%--jU1TECT MARK SCHWARTZ & ASSOCIATES 28.19;1 l lain Road• PO Box 933•C:utrh i uc. \'1" 11 3 i --- — - - _ 631.734.4185 1t :tttksarthitcct.rrnn July 11,2022 Li Southold Town Building Department 54375 Main Road i Southold,New York 11971 JUL �n?7 Re: O'Reilly Property ntUILDING�Fp� 1420 Trumans Path Southold,New York Permit#47524 To whom it may concern, I have been on site during the foundation construction-the footings,foundation walls,pargeting and damp proofing have been completed as per plan and to the best of my knowledge meet or exceed NYS code requirements. The foundation survey has been completed and is attached. Please call this office with any questions you may have. Sincerely, .t�f Mark Schwartz �m :q . AIA HITECT MARK SCHWARTZ&ASSOCIATES28493 .lain Read• PO Box 933•Cuic110guc.:\.Y 1193::1 - -- _.. . ._ -.....-...- ............ 631.734.4183 «'�ru:mks:uchiutct.com November 28,2022 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: O'Reilly Property 1420 Truman Path Southold,New York Permit#47524 To whom it may concern, I have been on site to review the insulation and caulking installations. This work has been completed as per plans and to the best of my knowledge meets or exceeds NYS code requirements. Please callthis office with any questions you may have. Sincerely, 4dy's �� .A.�'y'•►'d�4 ! � 9 C* Mark Schwartz A IA %- HITECT MARK SCHWARTZ&ASSOCIATES 28+95 Main Road.PO Box 933.Cutchoguc•, NY 11935 6:31.73.3.4183 1 www.inksarchitcc•t.com July 11,2022 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: O'Reilly Property D V D. 1420 Trumans Path 1 1 2022Southold,New York U l_ Permit#47524 —BUMDING"DEPT• TOWN OF SOUTHOLD To whom it may concern, I have been on site during the foundation construction-the footings,foundation walls,pargeting and damp proofing have been completed as per plan and to the best of my knowledge meet or exceed NYS code requirements. The foundation survey has been completed and is attached. Please call this office with any questions you may have. Sincerely, Mark Schwartz LIL Energy Te-:A ng Services J/1 l� FIFJi March 6, 2023 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 1420 6atth East M39 As requestown of South d, Energy Testing Services was retained by Leaden Construction, LLC.to perer Door to at the above address and found the leakage rate to be 313 CFM @ 50 Pa, equal t@ 50Pa. his house me s compliance by leaking less than the maximum requireme @ 50 a.If you haveons, please do not hl pa to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 Load Short Form Job: MF789 Date: Mar 09,2023 Entire (louse By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfaud@energy4estingservices.com Web:vM1vw.enerVestingservices.com License:8619824 Project • • For: Leaden Construction 1420 Trumans Path,East Marion, NY 11939 Phone:631-831-2526 Design Inf• • Htg Cig Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 52 7 Pressure/ACH/AVF 50 Pa 13.0/494 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 209949006 Coil AHRI ref 209949006 Efficiency 10.5 HSPF Efficiency 11.4 EER, 17 SEER Heating input Sensible cooling 19460 Btuh Heating output 28000 Btuh @ 47°F Latent cooling 8340 Btuh Temperature rise 27 °F Total cooling 27800 Btuh Actual air flow 927 cfm Actual air flow 927 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point= 14°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (tip) (Btuh) (Btuh) (cfm) (cfm) B2 WIC 20 231 33 11 1 Basement 646 0 0 0 0 Bath 1 79 0 0 0 0 Bath 2 103 1801 797 87 33 Bedroom 1 250 3430 4666 166 193 Bedroom 2 130 2006 2821 97 116 Foyer 102 0 0 0 0 Hall 40 105 21 5 1 Kitchen 112 0 0 0 0 Living/Dining 322 10202 13940 495 575 Stairs 72 0 0 0 0 Stairs 2 73 0 0 0 0 Stairs 3 67 . 0 0 0 0 WIC 1 39 843 114 41 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VI!!I�tlti rC11�` 2023-Mar-0914:48:57 Right-SuiteG Universal 2022 22.0.04 RSU30008 Page 1 ACCT' ...:1420 Trumans Path,East Marion,NY 1.1939.rup Calc=MJ8 Front Door faces: E WIC 2 39 488 1 69 1 24 3 Entire House 2094 19108 22462 927 927 Other equip loads 0 0 Equip. @ 0.87 RSM 19587 Latent cooling 3260 TOTALS 2094 1 19108 1 22846 1 927 t 927 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. zp{y. Wright-soft- 2023-Mar-0914:48:57 r .• _.:•..y..s... :.�..., Right-Suite®Universal 2022 22.0.04 RSU30008 Page 2 ...:1420 Truman Path,East Marion,W 11939.rup Calc=W8 Front Door faces: E BuildingAnalysis Job: MF789 Date: Mar 09,2023 Entire House By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.c°m License:8619824 Project • • For: Leaden Construction 1420 Trumans Path, East Marion, NY 11939 Phone:631-831-2526 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD('F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange(TF) - 12 ( I_ ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/494 cfm • Component Btuh/fF Btuh %of load Walls 1.5 4270 22.3 Glazing 14.2 3777 19.8 \Adl Doors 14.9 314 1.6 tarts Ceilings 1.5 1057 5.5 Floors 0 0 0 Infiltration 1.5 2872 15.0 Ducts 6819 35.7 Piping 0 0 Humidification 0 0 aairg Ventilation 0 0 Adjustments 0 Infiltration Total 1 1 191081 100.0 ClMiing� Component Btuhlft2 Btuh %of load Walls 0.3 945 4.2 VW Glazing 26.1 6958 31.0 Doors 6.6 138 0.6 Ceilings 0.4 275 1.2 c3aa kknrEl Qns Floors 0 0 0 Infiltration 0.1 180 0.8 Ducts 4906 21.8 Ventilation 0 0 Internal gains 9060 40.3 Blower, 0 0 Cte- Adjustments 0 Total 22462 100.0 otos Latent Cooling Load=3260 Btuh Overall U-value=0.099 Btuh/ft=--°F Data entries checked. wv`Ight�soft` Right-Suite®Universal 2022 22.0.04 RSU30008 2023 Mar-09 14:48:57a ICCk ....-1420 Trumans Path,East Marion,NY 11939.rup Calc=tA.18 Front Door faces: E Duct System Summary Job: MF789 Date: Mar 09,2023 Entire House By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfaud@energytestingsenrices.com Web:%mw.energytestingservices.com License:W19824 Project • • For: Leaden Construction 1420 Trumans Path, East Marion, NY 11939 Phone:631-831-2526 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.208/0.042 in H2O 0.208/0.042 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual air flow 927 cfm 927 cfm Total effective length(TEL) 384 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk B2 WIC h 231 11 1 0.074 4.0 Ox 0 ShMt 26.5 255.0 st3 Bath 2 h 1801 87 33 0.077 6.0 Ox 0 ShMt 25.5 245.0 st3 Bedroom 1 c 2333 83 96 0.073 7.0 Ox 0 ShMt 19.8 265.0 st2 Bedroom 1-A c 2333 83 96 0.080 6.0 Ox 0 ShMt 14.0 245.0 st2 Bedroom 2 c 2821 97 116 0.075 7.0 Ox 0 ShMt 30.3 245.0 st3 Hall h 105 5 1 0.073 4.0 Ox 0 ShMt 18.3 265.0 st3 LvinVining-A c 13940 495 575 0.065 14.0 Oxo ShMt 24.0 295.0 'st3 wlc 1 h 843 41 5 0.077 5.0 Ox 0 ShMt 16.3 255.0 st2 WIC 2 h 488 24 3 0.071 4.0 Ox 0 ShMt 11.3 280.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 720 730 0.065 657 13.3 8 x 20 ShtMetl st1 st2 Peak AVF 207 197 0.073 466 8.2 8 x 8 ShtMetl stl stl Peak AVF 927 927 0.065 695 14.6 8 x 24 ShtMetl Soldlifalic values have been manually overridden Wrighrso,ft;- 2023-Mar-0914:48:57 r� �• .....�,- ..�, Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 + ....-1420 Trumans Path.East Marion,NY 11939.rup Calc=MJ8 Front Door faces: E -- Project Summary Job: MF989 • Date: Mar 09,2023 Entire House By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 EmaB:mfauci@energytestingsenrices.com Web:www.energytestingservices.com License:8619824 Pro"ect Information For: Leaden Construction 1420 Trumans Path,East Marion, NY 11939 Phone:631-831-2526 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12289 Btuh Structure 17556 Btuh Ducts 6819 Btuh Ducts 4906 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19108 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19587 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3. /494 cfm Structure 2073 Btuh Ducts 1187 Btuh Central vent(0 cfm) 0 Btuh Heatin coolin (none) Area(ft') 123? 123 Equipment latent load 3260 Btuh Volume(ft') 9889 9889 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 22846 Btuh Equiv.AVF(cfm) 51 23 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 209949006 Coil AHRI ref 209949006 Efficiency 10.5 HSPF Efficiency 11.4 EER, 17 SEER Heating input Sensible cooling 19460 Btuh Heating output 28000 Btuh @ 47°F Latent cooling 8340 Btuh Temperature rise 27 OF Total cooling 27800 Btuh Actual air flow 927 cfm Actual air flow 927 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point=14 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wriglMtsoit^ `2023-Mar-0914:48:57 -•-• —•- - Right-Suite9 Universal 2022 22.0.04 RSU30008 Page 1 ....-1420 Trumans Path,East Marion,W 11939.rup Calc=MA Front Door faces: E Manual S Compliance Report Job: MF789 t Date: Mar 09,2023 Entire House s,. By: Michael Fauci -. Energy Testing Services 1648 locust Ave,Unit E,Bohemia,W-1 1716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.ertergytestingservices.com License:8619824 Project • • For: Leaden Construction 1420 Trumans Path, East Marion, NY 11939 Phone:631-831-2526 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 22462 Btuh Entering coil DB: 76.6°F Outdoor design WB: 72.0°F Latent gain: 3260 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 25722 Btuh Indoor RH: 50% Estimated airflow: 927 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 927 cfm Sensible capacity: 19460 Btuh 87%of load Latent capacity: 8340 Btuh 256%of load Total capacity: 27800 Btuh 108%of load SHR: 70% Heating Equipme Design Conditions Outdoor design DB: 18.5'F Heat loss: 19108 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 927 cfm Output capacity: 28000 Btuh 147%of load Capacity balance: 14 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Meets all requirements of ACCA Manual S. " wrightsoft- 2023-Mar-09 14:48:57 �� 4: - .,.... •__....._ Right-SUfteG Universal 2022 22.0.04 RSU30008 Page 1 XCk ...:1420 Truman Path,East Marion,NY 11939.rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 12x 36 927 927 65.3 0.065 664 16.0 Ox 0 ShMt ti wrighrso ft- 2023-Mar-09 14:48:57 „�, y • ..,�.�.o,.,��. RightSuRe®Universal 202222.0.04RSU30008 Paget A+CA ....-1420 Truman Path,East Marion,NY 11939.rup Calc=MJ8 Front Door faces: E Residential Plans Examiner Review • Form ACCA. for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 .W vffsywvj r rmxo aCti:.-ra Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1420 Trumans Path, Entire House HVAC • . D CALCULATION - .0 Design Conditions Rllildinq Construction Information Winter Design Conditions Building Front Door faces East Indoor temperature: 70 IF Outdoor temperature: 19 °F DNar�EaOsTwest,South,NortheastNorthwest,Southeast,Southwest Total heat loss: 19108 Btuh Number of bedrooms: 2 Conditioned floor area: 1236 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 82 OF Indoor temperature: 75 IF windows Rost Grains difference: 37 gr/lb @50%RH Eave overhang depth: 1.0 it r Sensible heat gain: 25759 Btuh Internal shade: blinds Estir Blinds,drapes,etc. Latent heat gain: 3738 Btuh Oepttt 4y�nSrrr Total heat gain: 29497 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating_E_au_ipment Da a Cooling F u oment Data Blower Data E(7uipme H type: Split ASHP Eouipment type: Split ASHP Heating cfm: 927 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pomp,etc. Cooling cfm: 927 Model: Mitsubishi Electric Model: Mitsubishi Electric Static pressure: 0.60 in H2O Iv1XZ-3C30NAHZ3 IvIXZ-3C30NAHZ3+ Fan's rated external static pressure for design airflow Heating output camittv: 0 Btuh Total cooling capacity: 0 Btuh Heat mps-capac at nterdesign outdoor co conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DI-STRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 927 cfm Longest supply duct: 319 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 65 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): 384 ft Available static pressure(ASP): 0.25 in H2O Friction rate- 0 fQ5 in1100ft Branch duct: Sheet metal Friction R ate=A SP=(T EL x I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed,above. I understand the claims made on these forms will be subject to review and verificatlon. Contractor's printed name: (`f jg;7 4,he It- /V I L$C�� Contractor's signature: Date: / 3 Reserved for County,Town Municipality or Authority having jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fid- wrightsof - -•--•-• Right-Sufte®Universal 2022 22.0.04 RSU30008 I Level 1 Stairs Basement Job#: MF789 Energy Testing Services Scale: 1 :58 Performed by Michael Fauci for: Page 1 Leaden Construction 1648 Locust Ave,Unit E 14207rumansPath Pig ht-SuI ®Universal 2022 East Marton,NY 11939 Bohemia,NY 11716 22.0.04 RSU30008 Phone:631-831-2526 Phone:631-244-2627 2023-Mar-09 14:49:17 www.energytestingservices.com mfauci@energytestingservic ._.Path,East Marion,NY 11939.rul Level 2 Ductless Head Unit MSZ-GL15NA Living/Dining 575 cfm 14 " Sup Riser 14 " Stairs 2 Kitchen Foyer Bath 1 Job#: MF789 Energy Testing Services Scale: 1 : 58 Performed by Michael Fauci for: Page 2 Leaden Construction 1648 Locust Ave,Unit E 1420 Truman Path Rig ht-Su ite®Universa] 2022 East Marion,NY 11939 Bohemia,NY 11716 22.0.04 RSU30008 Phone:631-831-2626 Phone:631-244-2627 2023-Mar-0914:49:17 www.energytestingservices.com mfauci@energytestingservic ._.Path,East Marion,MY 11939.ru� i _ t Level 3 96 cfm 511 611 Bedroom 1 41 cfm 96 cfm 7 " 8 x 8 WIC1 4WIC 2 24 cfm 20x8 24x8 14 " Sup Riser 5cfm 4 " 14 " B2 WIC 4 „ 16Stairs 3 11 cfm " Hall 927 cfm Bedroom 2 Bath 2 116 cfm 7 6 r, 87 cfm Job#: MF789 Energy Testing Services Scale: 1 : 58 Performed by Michael Fauci for: Page 3 Leaden Construction 1648 Locust Ave,Unit E g 1420 Truman Path Rig ht-Suite®Universal 2022 BohemiaNY 11716 East Marion,NY 11939 , 22.0.04 RSU30008 Phone:631-831-2526 Phone:631-244-2627 2023-Mar-0914:49:17 www.energytesfingservices.com mfauci@energytestingservic Path,East Marion,NY 11939.ruf FARM -tea. ml� � FOUNDATIO.N�1.§Ty I IRA!WIN i • e • e .. • i a �e a �l J L�fi1, �Ta �� a IMwINSULArl • S TATE FNP,RGY'el• e El �F5 : t 8 I � A a +� 1. a o ,.� A _ �� AA � E v • • X0`9 �oo � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ;pyo �o� Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtowmy.gov t Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I'ER{�ilT NO. / ✓ Building inspector: JAN J 022 Applications,and forms must be_filled out_in their entirety' . TOWN OF S05 11 0511 rail applications will not be,accepted. Where the Applicant is not the owner;an rvwuner's AuthvrizatiCira for iii(Page'2',shallimbe cod pla-ted.- Date: ® Z-2— OWNERS)OF PROP RTYi. Name: rZ.L(7,48 G 1 SCTM#1000- Project Address: Phone#: I!+Z-0 T-120 M04 !V- Ema": H. A . . Mailing Address: ¢ MA 4 t CONTACT PERSON: Name: Mailing Address: p q>z- V U Phone#: tr o �- Email: DESIGN PROFESSIONAL INFORMATION: = Name: Mailing Address: Phone#: TErn CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPT10111 OF PROPOSED,CONSTRUCTION New Structure ❑Adlbon ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other . D h�i l"L Il�b''AJ Gam_ $ [Will the lot be re-graded? ❑YesANNO Will excess fill be removed from premises�Yes []No 1 PROPERTY INFORMATION,: Existing use of property:91Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes;<No IF YES,PROVIDE A COPY. Check Box After Reading:.Theerj,Vntrac:�r>deaBgn pccfassional Is. spatislbia for all drainage and star m water Issues as-Provided by: _ Chapter 236 of the Town Code. APP.UCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone .Ordinance of the Town of Southold,Suffolk;County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code, housing code and regulations.and to admit authorized inspectors on premises and in building(s)for necessary-inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law, . Application Submitted By(print name): FQ4v-1.4/Z Z, Authorized Agent ❑Owner Signature of Applicant: AllDate: -2-0- 22- STATE OF NEW YORK). rSS: COUNTY OF $A �'OI'K ) A9Mme' ..sem i6c:tel74-1 being duly sworn,�, deposes and says that(5)he is the applicant (Name of individual signing contract)above named, (S)he is the 12o4 — (Co tractor, gent,Corporate ufficer,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 5 — dayof ,20ZZ Notary Publi TRA91Y L. DWYER NOTARY PUBLIC,STATE OF NEW YORK 6900 PROPERTY OWNER AUTHORIZATION IED IN SUFFOLK QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,20&jk, 1 i,E Li a 4 I6fT,I V&ILL SJ residing at �}�Tleu*— fftM do hereby authorize Z:t apply on my behalf to the Town of Southold Building Department for approval as described herein. D , 1131.,Z2- Owner's Signature Date Print Owner's Name 2 fk:`` f.v�a,.h � yyP � 4S •.S' '� f ,3'. �y� y;. l� �,.� ,.+z� "" va 5... C� r' .R, - ' ._•1 '' i. .c '"f If,C 3+�7�# ai .c. -}- w',r t.i` r},E' f`h�' :c' ja�3}µ �Y'�". +i'!k 'rY{ ,t ✓�: '�, . `',. 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I� y� # =� '` 5,,3�fic..:-1 k''� ,,,_ r .,`a"- ...�a6'�a„-����n,,.�' - a, ��-�`�'�-�.. -"r,,�• ,�4'�����•�` `, S�a-��� � u�'�j` v,x :�\ " ,.i m� 4 f�..�F`� �R�r ^•r�1..'K"�.,`•` t �rl�.,1�"x' ti.. I \F �t 1�+ yr, ili-i rtt\ �/ \tai"`- 1��� ��' ,��-.�'``'..' 2.,'1 � u �1�C f l�'�Y ���.. ,.:r `i,s: ^....4%vb, 'i.. s•,sY. .. ,y, ,&J i'`R,. fes_fy+f �"to -t•."'�Y J _ ttr ice'31�' { t. _4�� i - Glenn Goldsmith,President ®F soU�� Town Hall Annex �o� O1 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 John M. Bredemeyer III 411 Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 !'YMUNT1 BOARD OF TOWN TRUSTEES October 21, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 1420 TRUMANS PATH, LLC 1420 TRUMANS PATH, EAST MARION SCTM#: 1000-31-12-12 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 20, 2021. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9931 to situate the proposed dwelling approximately 18 feet north of its currently approved location; and to remove one (1) oak tree; and as depicted on the site plan prepared by Jeffrey T. Butler, last dated August 13, 2021 and stamped approved on October 20, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, -I�� 4-- � Glenn Goldsmith President, Board of Trustees GG/dd t Glenn Goldsmith,President O*0 SO Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®�v ®�® P.O.Box 1179 Eric Sepenoskit Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 D EC ERRE BOARD OF TOWN TRUSTEES AUG 14 TOWN OF SOUTHOLD Building Department CERTIFICATE OF COMPLIANCE Town ®f SouthOid 7047 C Date: July 17, 2023 THIS CERTIFIES that the demolition of existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two-story, 648 sf, single-family dwelling with 12 sf front porch and steps 302 sf attached deck and basement entry• remove existing nonconforming septic system, and install new I/A OWTS sanitarysystem outside Chapter 275 jurisdiction,• install a drainage system of dWyells to collect and recharge roof runoff,• and establish and perpetually maintain a 50'wide non- disturbance buffer adjacent to the freshwater wetland boundary' removal of one(1)oak tree, At 1420 Trumans Path, East Marion Suffolk County Tax Map#1000-31-12-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 30, 2021 pursuant to which Trustees Wetland Permit#9931 Dated June 16, 2021,was issued and Amended on October 20, 2021 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which tl:is ce:« cite is being issued ;s for the demolition of existing one-story 768 sf, single-family dwelling, and construct farther from wetlands a new two-story,648 sf, single-family dwelling with 12 sf front porch and steps 302 sf attached deck and basement entry, remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275jurisdiction• install a drainage system of drywells to collect and recharge roof runoff,• and establish and perpetually maintain a 50''wide non- disturbance buffer adjacent to the freshwater wetland boundary, removal of one(1)oak tree. The certificate is issued to 1420 Trumans Path,LLC owner of the aforesaid property. Authorized Signature t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03992 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: 1420 TRUMANS PATH LLC 1420 TRUMANS PATH LLC C/O ELIZABETH OREILLY 1420 TRUMA-NS PATHiSCTM# 1000-31-12-12 PO BOX 544 EAST MARION,NY 11939 EAST MARION,NY 11939-0544 Facility Location: in SOUTHOLD in SUFFOLK COUNTY ,Village: Southold Facility Principal Reference Point: NYTM-E: 724.016 NYTM-N: 4556.174 Latitude: 41007133.5" Longitude: 72°19'53.1" Project Location: 1420 Truman Path, Southold,NY 11971 Authorized Activity: Removal of existing single family dwelling and replacement with new single family dwelling with associated accessory structures including an attached deck.Construction of a new gravel driveway. Removal of existing sanitary system and replacement with new VA OWTS sanitary treatment system. All work shall be done in strict conformance with the attached plans prepared by Jeffrey T. Butler, P.E., P.C., last revised 08-13-2021,and stamped "NYSDEC Approved"on 10/26/2021. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-03992/00002 New Permit Effective Date: 10/26/2021 Expiration Date: 10/25/2026 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region l Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790-3340/9 / /� Authorized Signature: / �aNV Date G oP/�/.2N-2l Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMEN'i'A L CONSERVATION Facility DEC ID 1-473$;03992 Distributiow ist Habitat Torey K.ICvuril Permit Components NATURAL RESOUR:C) PEl�MIT::CONDI"I'IONS GENERAL CONDITIONS,APPLY TO.ALL.AUTHORIZED PER:MITS NOTMCATION Or,.OTHER PERMITTEE OBLIGATIONS Permit Attaehments Site l'lari :$/1372021 NATUR-AUMOUR-CE.PERMIT CO' ?Z IONS Apply to the Following Perm�itts-. FR.ESDWATJER VVETLA,NDS 1. Cottformauce•Widl Plans All activities authorized by-this:perrrtit must b&in-siriet conformance with the approved plans submitted by:-the applicant or applicant's agent as part.of the permit applieation.. Such approvedplans were prepared by.3effrey T.Butler, P.E.,P.C.,-lastrevised 08=13-2021,-and sWhPed"'NYSDEC Approved" on.10/26/2421 2. Nofice of.Commenceirient At Ieast 48 hour's:prior tof commencement of the prajM,the permittee and-eontractor* gall sign and.return fhe'top portion of'the enclosed notification form'certifying fhat.tliey are fully aware of and'imderstand�all terms"and o'onditions of this permit. Within.30 daysof.completioti . of ptojeat;:the'bottomportion of the form must.also be.signed and.returned,.along with. hotographs of the-completed work. 3. Post-Perinit Sign The.permit sign enclosod'with this perinit.shall be:posted in a conspicuous locatioft.on the worksite:and adequately protected from the weather. 4,.Work Area Limits Any Wdrk; disturbance,-and opstorage-of construction materials shall be confined to thetrea within the silt fence lizte.as-showii on the-approved plans. 5—Materials Disposed-at Upland Site Any deniolifion debris,excess construction niaterials,-and/or 'excess,excavated materials.shail be immediately aild-completely disposed of ona' 'approved upland site more..than.100 feet ftotn any-regulated freshwater Wetland) These materials shall be suitably stabilized .so as not to re=enter'any water body; wetland, or wetland adjacent area. Pagc.2 of'6 gh Nr.,w YQJkK-9TATg DEPARTMENT Of ENVIRONMENTAL CONSERVATION .Facility DEC 1.4:138-039912 6. Clean"Fill Only All fill shall consist-of'clean soil,-sand-andlorgravel tbh:t is:free of the following substances;.asphalt; slag,.flyikh-,brok&n concrete, demolition de'bris,.garbage,household refuse;tirds, woody materials including tEec.or Jandscapp.d6bri's,and metal objects. The introductionof materials toxic to.aquatic li-fe.is.'e;xpressly prohibited. 7, Equipment Stdrage 100' from Wetland,.Water Body All qquipment-and'badhinery.shall bid stored and safely contained greater than 100 feet landward&the regulated wetlabd 6r water body of end,bfeach work day.. This will serve to avoid the,idadverfent leakage.of.deleterioirs substances intoAd regulated area. s. $IH Screen Prior to commencement of ghy-construction.activ.ities,.a continuous line of-silt screen (maximum 6pbfflng.size 6F U.S.:Sie' vg#20) shall be stakedalong the silt-fence Iiiie as shown bn'the- 4pprowd plaits. 9,.8iltS.P_fteh'bDB*eRecessed Silt screen--shall be.rec.essedsix inchesinto the ground; -10. Ma*t14in-.Silf Screen The screen pball'he maintained,repafted andreplacedas ofteh as necessary to ensure,proper-function, until.all-disturbed areas are perniancifitly vegetated. Sodimeno trapped by the screen.shall be reift6ved-.1oi An approved upland location before.the-screen is removed. 11. Runoff and*Discharges Directed to Drywells All rocif runoff andlojr-pool-discharges shall be directed to.drywells.lo6tdd as shown oft the approved plans. I -Seed,Mulch Disturbed Areag. All areas of soil disturbance resliltihg ftm't4is project shall be. seecle;i-With an a.ppropHate.pe renniaI-grass,,and mulched with.straw joimediaWly upon.complotion.of ihe prc�l'ect,within two-dAyjg of final grading, or by the.-expiration of permit,whibhevdr:is.fli-st. 1.3. Temporary. Mulch,Final Seeding- If seeding is impraaicabl*e,due'to the time of year.,a.-temporary- .161ch shall be applied arid.final seeding shall be.pepfbrmed at#io-carliest-oppoitun"ityvvhe�iWegither . conditions favor germination and growth.but not morethan'six months after prOjpct completion. 14. Minimum I%Vqetativ6 C06r Su.i.t4ble.vegetative cover is defined as a minimum-of 85.%-.area "VeOtOiVe.cover with contiguous uny. ege.taiedareas-no larger than I square foot in size. 1S' Nbtiee-Covensnt The perthittee'shall inorpotate the attached Covenant.(br similar Departm-e-ftt- approved lapguagp)-(b the deed for the-property*here-the project.W-111 be coriducited.and file it with'the- Clerk of Suffolk County within 3044Y9 6ftfie•.effoctivd date.-of thik permit. This.deed covenant shall rwi with the land into perpetuity. A copy-of the covenanted deed pr other acceptable proof of record, along with the number assigned to this permit shal I be suibir itted within 90 d4ys of the,effective date of this permit to Aegionaf Habitat Manager NYSD8C Region I Headquarters* $!JNY@'Stony BrookJ 50 Circle Road Stony.Brook;NY 11790-3409. 16. State Not Liable.for DAMage. The State of New York shall in no.,case be Ii-able for any damage. or .injul,y to.-the:struct4re�qr work-Ifereiti authorized which-may be-caused by oi result from future operations undtrtakerl by.the Stale fortheconsery;itiqp or impyDvemqnt-ofnayigatioii,dt for other purposes, and.no.claim or right to compeiisatiOn shall atchiefrom airy such*damage. Page 3 of 6 NEW YORK STATE DEPARTMENT 00 ENVIRONMENTAL tQNSERVATION Facility DEC*ED 1473843992 .17., State May Or&r Removal or Alteration of Wdik If future operations by-the State of New York. require an alterAtidn in the position of the:s truct4rp or work herein-authorized,or if,in-the opinion of-the Department ofEbViro=dntal'.C6nSdtvatieti'itshall cause urireakonablo6b 'tiontothefree. $trE.W -navigation bf said waters or flood flows or endanger the-he.alth,safety or-welfare oftlie.peopli:'ofthe .Siate,.:qr cause loss.or destruction of the naturafresoijrees of tfie*State;the`owner may be-6rdereclby the Departiftenttd rbmdve or itthe structural wor obstruciiqns,or hazards caused thexdby without expense to the State,and'if, upon-the expiration or remocad.on ofthis.ptrrhit,the structure;fill, 'excavation; or btfi6r modification-bf thd watercoursi,hereby-atithorize,.0 Oickli'not.be completed.,the. owners; shall,without.expense.to the State,and-to such extent.and in such tifne-and ihAafief as the: 'Departnaent-6f Environin&ital-Conservation niay-requite,remove all.oany portion of the uncompleted -ed " I structure or fill And restord tb its.former eQp4Jt1Qn the navigable And-flood-capacity ofthe w6tercourse'. No claim shall be made.against-the.Stifte of New Y(jfk on aceoutit-of any such removal or alteration. 18; St.Ate May Requite Site-Restoration If upoqjheexpiration or revocation ofthis permit,.-the project.hUeby authorized has not been-completed,the applicant.shall,Without expense to the State,and to'suth extent and in such time and ahher-as'the-DepArUjie0tQf Enyiropmelital Conservation Ation may lawfully require, rqrn9vp 01 or-any-portion of tho,uncompleW Amoture or fill-and-restore'the site to its former.eondition. No claim shall be made against the State of New York on account of any.puch removal or alteration.. 19. -Precautions Against Con'taminatitih of Waters All necessary predautiqM.5hall be taken.to pretlu&-cofitamiriation'of aii-y wetland or waterway'by suspended solids, sediments,fuels;I solvents, lubricants,epoxy. coatings,-paints-,concrete,leachate..or any.othefenvironihentally deleteri Psmdwrials associated with the project. GENERAL CONDITIONS- APP-lyto-AILL-Authorized Permits: i. Facility. ity.lnspettioh by.Th6 Department. jlie-pertnittc4 site..o.r facility,including relevant records, ig,su t ec -fo inspection at reasonable bQurs and-intervals.-by-an authorized representative of the l i E Department of Environmental Conservation (thp Department)io determine whe.te her-th permittee rmittee is complying with.this permit and...the ECL. Such.representative may brdetthe work-suspended gtirsiiftrit t 'd 71- o E 03,01 and SAPA 40 The permittee-shall provide d.pt-rsdn'to accompany the Department's-.representative during-an b1spectipa 'to the permit arca when ro4ijes.ted.by the-.Department. A copy.of this-perriiit,-in6luding all referenced,maps, drawings and special conditions, must be available for inspection by the.DepartmentataIl.times:at the project site or facility. Failure taproduce apopy6f the.permit Upon req'u*6sf-by a Department representative ative is a Violation odihis per mifte. is Relationship of this Permit to Other Department Orders and Determinations Unless expressly prov ided for by the Department;issuance of this does not modify,supersede or rescind any-order or det!'5tmitTatiori.pjreyi.otisly issued by the Department or any of the'terms,-conditions: or re'quiremen"t-s contained in suelvdider or&termination. PAge.4 of 6 .NEW YORk STATE-DEPARTMENT'bF ENVIRONMENTAL CONSERVATION JFkIcqIty DEC ID 14738-03999-2 3. Applications For Permit Renewals,Modifications or Transfers The permittee must oubn-dt a separate Wkitten-application to.the Department for permit renewal,modifidEftion Qitrdn8fbr of this. permit. gueh application must include-any forms or supplemental information the De.paftent.requires. Any renewal,rno4ificatioin or transfer grante4.by the Departmerit in*iist be,in writing. Submission-of applicati6jis for per-mit renewal,-modification or-transfer"are:to be subm' itted--to: -Regional Permit Administrator NYSDEC Region I Headqhiarters. SUNY @ Stony Bro&15.0 Circle Rd Stony Brook,T4YI 1.790-3409 4. Submission of Renewal App i.ication The permittee must-submit a7renewal application at 16ast 30 days.berwepermit expiration. forthe-following permit authorizafions:Freshwater Wetlands. 5. Permit Modifta'ti6B's.SJusipensions*'nd.Rqvqpations by. the-Department The bepartittent reserves the right.to,exercise all available.authority to modify,suspend or revoke this petmit. The groun&fbt modification,'su9pprisidn:ok revocation.include.: a- materbilly false-.or in'aciourate stat6nirmts.in thd permit application or s.uppqrting papers; b-. failure by the-permittee to comply with any"tfirins or conditions of the permit;. c. -exceed.iq&ihe:scope of the.prqJect-as described in the perihit:aOWicadon;. d. newly disedverod material information or d-material change in environmental conditions, rele;VanvtdchnoliDg)�or pppli64ble law or regulitions.since Owiswan"'clf.the.-exifting permit; e, noncompliance pl�i 66 with previb'Oly issued permit conditions,orders dfthe:commissiorier,any provisions-of the'Environmental Conservation Law or regulations of the-Departnicnt related to the.permitted-activity, 6. Pe-rinift Transfer Permits,are-transferrable unless specifically prohibited by-statute,regulation 6r, -another permit condl.d6n. -App]idhtions'fbi;permit transfer shbuld be subiT�.jtte4 prior to:.actual transfer of., ownership. INge.5 of 6 NEW YORK SPATE,DEPARTMENT OF ENVIRONMENTAL CONSERVATIONlow Facility DEC ID.1-4738-03992- NOTIFICATION -473$-03992NOTIFICATION OF OT1EIt PERM)CTTEE.OBLIGATIONS Item.A:.Permittee-Accepts:Legal Responsibility and.Agrees to Indemnification The permittee,•exceptirig state ar federal agencies, expressly agrees.to.indernnify acid hold harWess.the Ilepartm. of EnvirQmnerifal..Conservation of the State•of-NewYurl{, its•representatives,employees, and agents("DEC")for-all claims,sujo.,.actions,and damages,to-the extent attributable to_th6 pdrmift&i-acts or oraissions in connection with the.permittee's undertaking oi~ac#i Bios.in-connection -wifh,•or operationand•maintenance-of;the•facilityo-facilities autho-sized by ihe:perrtiit•whether in compliance or-not in co' liance,wiih the.terms-aiid-conditions-of the permit. This iridemnificaf on:does not extend to any claims,.suits,actions,or damages to the extent attributable to DEC's:own negligent or -izitentianal acts or oriiissions,.or-ta any claims, suits,or actions.naming.the DEC and-arising.under ,Article 78 of the Netw Yofk Civil Praetice Laws-and Rules.or airy cit4qu suit or civil rights-piovisibn- tinder federal or state•:laws. Item.B:.Petniittee's Coatractors-to Comply.with Permit- The-permittee•is-responsible for informing its independent•contractors,employees,agents•and:assigns of their responsibility to.'cbmply with.this permit, including all:spoeial eonditions:while acting as the permittee's agent with respectto•the permitted activities,acid such persons shall be subjeetto.the same sanctions for violations of theEnvironmentai Conservation Law.-as those prescribed for the permittee. Item C:Permittee Respodsible for-Obudding'Other Required Permits: The pei•rrfltfee'is responsible for obtaining any other permits,:approvals, Iands,easements.and rights-of way.that may be.required to*ca*out the activities that are authorized by this permit. ltem D:,No Right-fo Trespass or Interfere with Riparian Rig4ts- This:permit doe's not convey to.the permittee any right to trespass upon theiands•or interfere with.the riparian-rights of others in order to perform the,permitted work nor does Jt-authorize the impairment of -any-'rights- title,or 'interest in real ot''personal property held or vested-in.a person h6t-a-party tb the permit. Page 6 of 6 UILDING DEPARTMENT- Electrical Inspector �o co �O Gye TOWN OF SOUTHOLD ti z L 1 3 2022 TD own Hall Annex - 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 DIl�1G DEPT. Telephone (631) 765-1802 - FAX (631) 765-9502 wN OF SOUPMbPCaD_southoldtownny.gov — seandna.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - _ 2 Company Name: ,� Q� 1'e P Electrician's Name: 7- License No.: of p red 2214e Elec. email: Elec. Phone No: 2 EX I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: P Address: o Cross Street: Phone No.: Bldg.Permit#: 41.7 57,9 2 53Lq email: Tax Map District: 1000 ' Section: ` Block: a Lot: �a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: IQ30D Circle All That Apply: Is job ready for inspection?: YES ® NO Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size Pill Ph❑3 Ph Size: 2,0 O A # Meters_� Old Meter# �C]New Service0 Fire ReconnectOFlood Reconnect❑Service Reconnect WUnderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION UILDING DEPARTMENT- Electrical Inspector �o �o TOWN OF SOUTHOLD �, !. 1 3 2022 Town Hall Annex - 54375 Main Road -`PO Box 1179 ++� Southold, New York 11971-0959 o41�l T TRIC DEPT Telephone (631) 765-1802 - FAX (631) 765-9502 � ,vr ()y soTf bi(aD-southoldtownny.gov -- seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN FORMATION (AII Information Required) Date: r / 2 2- Company Company Name: 2Z fe. re Electrician's Name: 7- License No.: Elec. email: ?- Elec. Phone No: 2 [�9 1 request an email copy of Certificate of Compliance Elec. Address.: 711ZXg JOB SITE INFORMATION (All Information Required) Name: LQ Address: ® r Cross Street: Phone No.: Bldg.Permit#: 41'-7 571 1 q'j_cjti- Ad email: Tax Map District: 1000 Section: ` Block: `a Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage:. ,�(� Circle All That Apply: ' Is job ready for inspection?: YES ® NO Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Terfnp Information: (All information required) Service Size Pill Ph❑3 Ph Size: -2,00 A # Meters_� Old Meter# �C]New Service❑Fire ReconnectOFlood Reconnect Service Reconnect MundergroundEloverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Vl,,) PAYMENT DUE WITH APPLICATION $ '� PERMIT # Address: Switches ),Wj��l Outletsw GFI's f J � L Surface Sconces H H's UC Lts Fans Fridge HW Exhaust` f Oven I Smokes I� DW Mini Carbon ' Micro Generator Combo,/l l Cooktop Transfer Hood Service f nl Amps Have Used l� Comments II'/ i/,— v lese 0 PSEG 12/22/2021 1420 TRUMANS PATH LLC Service To: PO BOX 544 1420 TRUMANS PATH EAST MARION,NY 11939 EAST MARION,NY 11939 Customer Project#:900000141820 Dear 1420 TRUMANS PATH LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the-property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI 12/22/2021 1420 TRUMANS PATH LLC Service To: PO BOX 544 1420 TRUMANS PATH EAST MARION,NY 11939 EAST MARION,NY 11939 Customer Project#:900000141820 Dear 1420 TRUMANS PATH LLC: This is to advise you that the PSEG LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be.received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@.PSEG.com. Very truly yours, Katherine Gian<elli p� Building&Renovation Services PSEG-LI e Cn = Fidelity National Tale FEB ®,.3 . INSURANCE SERVICES,LLC 422. ,. TOWN DFF7 N OF S007HOLD TITLE NO: 7404-004526 District: 1000 Section: 031.00 Block: 12.00 Lot: 012.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies,that the above-captioned property has been in single and separate ownership by Martin J.O'Reilly and 1420 Trumans Path and his/her predecessors in title since prior to 3/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000:00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 25, 2022 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC JEA D VA Sworn to before me this 25th day of January, 2022ls�p_ '- ;p otary�Public,. $AN®RAJ.aomsrj Notary Public,#01GO5032467 Suffolk County,Mw York Cowl cion Expires:Aug.29,20 j 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-004526 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-031.00-12.00-012.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 03/01/1957. SUBJECT PREMISES: 1000-031.00-12.00-012.000 Edna A. Brown Liber 2817 cp 299 TO Dated: 04/03/1948 Nella M. Williams Rec'd: 04/20/1948 (premises and more) No proof of death found for Nella M. Williams in Suffolk Surrogates Court. No intervening deed found of record. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JE N UVA 25th day of January, 2022 Notary Public SANDRAJ.GOLESKI Notary Public,#01GO5032467 SuWk County,New York // Commission Expires:Aug.29,20 OW 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Earl K. Williams and Roger K. Williams Liber 6395 cp 292 TO Dated: 07/22/1968 Dolores A. Sullivan Rec'd: 08/16/1968 Find no proof of death for Dolores Butz,Dolores A. Sullivan, Dolores A. Krieb and Dolores Anne Butz in Suffolk Surrogates Court. Robert H. Kreib, Jr. and Gregory L. Sullivan, as Liber 12452 cp 190 Administrators of the Estate of Dolores A. Butz AKA Dated: 04/18/2006 Dolores Anne Butz, Dolores A. Kreib and Dolores A. Rec'd: 05/26/2006 Sullivan, late of Nassau County TO Martin J. O'Reilly and Elizabeth P. O'Reilly, husband and wife LAST DEED OF RECORD AS TO A PARTIAL INTEREST Find no proof of death for Martin J. O'Reilly in Suffolk Surrogates Court. Elizabeth P. O'Reilly Liber 12716 cp 302 TO Dated: 12/20/2012 1420 Trumans Path LLC Rec'd: 01/07/2013 LAST DEED OF RECORD AS TO A PARTIAL INTEREST PREMISES NORTH: 1000-031.00-12.00-011.000 Everett H. Vail and Ella G. Vail, his wife and Liber 2307 cp 336 Merrill H. Vail, unmarried Dated: 10/27/1947 TO Rec'd: 05/25/1944 Edna A. Brown (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEA UVA 25th day of January, 2022 Notary Public SANDRA J.601.ESKI Notary Public,#01605032467 Sddiolk County,NewYork / �mlwlon Exp1mr.Aug. 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Edna A. Brown Liber 3224 cp 232 TO Dated: 05/29/1951 Nella M. Williams Rec'd: 06/07/1951 Nella Williams Liber 4561 cp 381 TO Dated: 11/05/1958 Adolph O. Kreib Rec'd: 12/17/1958 Adolph O. Kreib Liber 5149 cp 210 TO Dated: 04/06/1962 Katharine Kreib Rec'd: 04/09/1962 Katharine Kreib Liber 8823 cp 504 TO Dated: 05/13/1980 Charles H. Thomas and Murrel L. Thomas, his wife Rec'd: 05/16/1980 Charles H. Thomas and Murrel L. Thomas, his wife Liber 8993 cp 142 TO Dated: 04/16/1981 David Peter Giuglianotti and Mary A. Giuglianotti, Rec'd: 04/26/1981 his wife David Peter Giuglianotti AKA David P. Giuglianotti Liber 12789 cp 194 and Mary A. Giuglianotti Dated: 09/10/2014 TO Rec'd: 09/18/2014 Glynis M. Berry and Hideaki Ariizumi, husband and wife, (premises and more) as joint tenants with right of survivorship LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC pl�- Sworn to before me this JEAN VA 25th day of January, 2022 Notary Public SANDRA J.GOLESKI Notary Public,#01605032467 Suffolk County,New York //4 Commission Expires:Aug.29,20 040 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 tit Fidelity National Title INSURANCE SERVICES, LLC PREMISES NORTH: 1000-031.00-12.00-010.000 Edna A. Brown Liber 2817 cp 299 TO Dated: 04/03/1948 Nella M. Williams Rec'd: 04/20/1948 (premises and more) Nella M. Williams Liber 4633 cp 373 TO Dated: 04/15/1959 George F. Schmitt and Elsie A. Schmitt, his wife Rec'd: 05/29/1959 George F. Schmitt and Elsie A. Schmitt, his wife Liber 7101 cp 565 TO Dated: 01/24/1972 Linda Dee Schmitt Rec'd: 02/07/1972 Linda D. Colombo FKA Linda Dee Schmitt Liber 7925 cp 191 TO Dated: 10/07/1975 George F. Reinhardt and Margaret Reinhardt, his wife Rec'd: 10/14/1975 George F. Reinhardt died on 03/09/1992, Surrogates File No. 1520 P 1992. Margaret Reinhardt, as surviving tenant by the entirety Liber 12220 cp 77 TO Dated: 10/03/2002 George R. Reinhardt, Michael P. Reinhardt, John T. Rec'd: 11/15/2002 Reinhardt, Edward J. Reinhardt, Margaret V. Marion, and Thomas J. Reinhardt, as joint tenants with right of survivorship Reserving a Life Estate for Margaret Reinhardt. LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC /Q— Sworn to before me this JE N UVA 25th day of January, 2022 Notary Public SANDRAJ.GOLESKi Notary Public,#01605032467 Suffolk county,Now York 12 Commission Expires:Aug.29,20 W 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 . Fidelity National Title INSURANCE SERVICES,LLC PREMISES EAST: TRUMANS PATH PREMISES EAST AND SOUTH: 1000-031.00-12.00-013.000 Everett H. Vail and Ella G. Vail, his wife and Liber 2307 cp 336 Merrill H. Vail, unmarried Dated: 10/27/1947 TO Rec'd: 05/25/1944 Edna A. Brown (premises and more) Edna A. Brown Liber 2817 cp 299 TO Dated: 04/03/1948 Nella M. Williams Rec'd: 04/20/1948 (premises and more) Nella Williams Liber 4308 cp 409 TO Dated: 05/22/1957 Frank M. Kniep Rec'd: 06/03/1957 Frank M. Kniep Liber 6918 cp 280 TO Dated: 04/20/1971 Julius Gorga Rec'd: 04/21/1971 Julius Gorga Liber 7392 cp 496 TO Dated: 04/18/1973 Julius Gorga and John J. Gorga, as tenants in common Rec'd: 05/07/1973 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JE N UVA 25th day of January, 2022 I 4 Notary Public SANDRA J.GOLESKI Notary Public,#01GO5032467 Suffolk County,New York Commission Expires:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 ='Hi Fidelity National Title INSURANCE SERVICES,LLC Julius Gorga and John J. Gorga, as tenants in common Liber 7280 cp 119 each the owner of an undivided one-half interest Dated: 04/01/1975 TO Rec'd: 04/04/1975 John J. Gorga and Concetta Gorga, his wife No proof of death found for Concetta Gorga in Suffolk Surrogates Court. John J. Gorga, Sr. Liber 12262 cp 563 TO Dated: 02/27/2003 John S. Gorga and William J. Gorga, as Co-Trustees Rec'd: 07/22/2003 of the John J. Gorga, Sr. Irrevocable Trust Agreement, dated February 27, 2003 John S. Gorga and William J. Gorga, as Co-Trustees Liber 12587 cp 260 of the John J. Gorga, Sr. Irrevocable Trust Agreement, Dated: 01/16/2008 dated February 27, 2003 Rec'd: 05/05/2009 TO William J. Gorga and Stephanie Gorga William J. Gorga and Stephanie Gorga Liber 12592 cp 257 TO Dated: 06/25/2009 Stephanie Gorga Rec'd: 06/30/2009 Stephanie Gorga Liber 12679 cp 392 TO Dated: 10/25/2011 Stephanie Gorga and William J. Gorga Rec'd: 12/14/2011 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC /R­ Sworn to before me this JEA VA 25th day of January, 2022 Notary Public SANDRA J.00LESKi Notary Public,#01005032467 Suffolk County,New York 194 Commission Expires:Aug.29,20 0_0' 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 _�►► Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-031.00-12.00-014.000 F. Gerald Hommell and Mildred E. Hommel, his wife Liber 3142 cp 230 TO Dated: 10/21/1950 Nella M. Williams Rec'd: 10/23/1950 Find no proof of death for Nella M. Williams in Suffolk Surrogates Court. Roger K. Williams Liber 4683 cp 370 TO Dated: 08/28/1959 Earl K. Williams Rec'd: 08/28/1959 (premises and more) Earl K. Williams Liber 6124 cp 484 TO Dated: 02/01/1968 George F. Schmitt and Elsie A. Schmitt Rec'd: 03/10/1967 George W. Schmitt, as Executor of the Last Will and Liber 11987 cp 496 Testament of Elsie Schmitt AKA Elsie A. Schmitt Dated: 08/24/1999 TO Rec'd: 09/07/1999 Linda Colombo Linda Colombo Liber 12053 cp 419 TO Dated: 05/31/2000 Hector J. Colombo and Linda Colombo, his wife Rec'd: 07/05/2000 Hector J. Colombo and Linda Colombo, his wife Liber 13122 cp 288 TO Dated: 07/20/2021 Corinna Durland and Rory R. O'Flynn, as husband and Rec'd: 09/30/2021 wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN QVA 25th day of January, 2022 �A44- A4&4� Notary Public SANDRAJ.GOLESM Notary Public,001GO5032467 Suffolk County,New York Commission Expires:Aug.28,20 9W 24 Commerce Drive 9 Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES WEST: MARION LAKE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D V 25th day of January, 2022 Notary Public SANDRA J.GOLESIGf Notary Public,#01GO5032467 Suffolk County,New York ol-2 CommlesM Expires:Aug.29,20 OJT 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 VACANT 60 RUClUYO5MWCK —-•—--—-•— \, S25054'20"E t�toPstiUt�zrPti£ —s--�-- 15.00' Da1p�CgfLTm ------------ PPtP.STOkNDFh''UFiEPEE —m—�'—n— NLATIR SGtVIGE G. 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IL\TURN.AND U p{ `\� \• !�� + + , f,�+� H2OI°05ED DEMI mnu"lom PA BOX AaEBOSUI 1 ROL(o a\\ - r. 5713'5 To BE DBJXMW �Tr Di EAL?H SERVICES \ \ 12 �� ``V� AW��D`W LA0) �ueTlonl FORA \ `. LAW wf OF -n AREA,im Son. O \ . + ,•, r cctrn90 DrELur� Y ° �+ .io ftt;,t F1.6LIo WATER NL NE N \ \� �' .D . 50,N�n"OFFSETLIi + + +++ Lw'NI OT W b'\, ZONEX :� �,+ �' w �6RADIli4 Alb 6RDUFa D@STUV2�INCE �I/I ZONEAE \ EXISTING CONDITION SITE PLAN- .11Y ; to bxcupiu olNwYnli (EL 7) w sem,cac,9r on Lot BEDROOMS PROPOSED DEMOLITION fTE OF APPROVAL \ bDs •^�^' —�, w ops 2 903 \ �toe �s , maria coram Ig 1 \ 20 Io o ao 40bo w 6RAFHIG 5GALE 1' lob' S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 12 JUL 1 12022 BUILDING DEPT. fVACANT' 60' TOWN OF SOUTHOLD DWELLINGS - — W/PUBUC WATER 150' LAND N/F I I LANOT D N/F REINHARD j ARIIZUMI & BERRY I WELLINGS 13 ZZO BY Bid 00= I WIPUBLIC WATER I11��II Aff 26,2818 ) ) 1 1 , 1 50' P1O3T 30.96' ° E UP•05 a I I.LI I W1 o N REMAINS OF WOOD,RAI FENCEI 0.8S cp POSfo EL 18.8 IP -y�HE-D�l I� G i N 8� c BOrl , j � tWt �j EL 17,5 p �`41 Isj I x ` DOUBLE �1AOAK N S EL 19.0 15'RIGHT OF W.9Y DIRT DRIVEWAY W M d 19.- - I U.P. ?� 12'OAK 6y ffo S�4 - I -` „• 1 4� 511: W D RAIL FENCE EL 19.0 �4 DWELLINGS 1 ' EL 17.8 I j� W/PUBLIC WATER EL 17.3 j 150' Z I!3 18'OAKI49.0' I� TO REA}AI :::FpID. LOCATION �� =:07-07-22;:;:;: jE-4 N o I I STEPS �y g i j so S LAND N/F 1�1 ! MOF �j 1 II �2 m `� 85.5 { 'o STEPHANIE & WILLIAM GORGA �I° I ao O 18'OAK au:�:�: n I '� TO REMAIN 5.3' I SEL 16.4 1 I 1 4 ZONE AE(EL 7) I ZONE X I L I I ! I i EL 19s I E 1 'w0 NSF - WIRE/STOCKADE FENCE ALONG UNE ! OF OORGA 1 1 I SOF N/F W/UB C�WATER A�x j COLOMBOF15Q $ THE WATER SUPPLY, WELLS, DRYYW�EELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM ETHERSS, ELEV. 17.5 (UPLAND) 18,225 S.F. or 0.42 ACRES SM PALE BROWN AREA:(TOTAL) 22,511.43 S.F. or 0.52 ACRES ELEVATION DATUM: NAVD88 SILTY SAND r3r 11F'�0. 0'h- UNAU7HOR/ZED ALTERATION OR ADD/TION 7" 11�/S SUY.RV BROWN EY/S A VIOLAT70N OF SECTION 7209, OF THE NEW YORK STAT$ EDUCATION LAW. COPIES OF THIS SURVEY SC MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPGUARANTEES INDICATED HEREON SHALL RUN 1/1YE1' SAN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND,ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION 6' LISTED HEREON, AND TO THE ASSIGNEES 1OFTHE LENDING INSTI7L!TION, GUARANTEES ARE NOT TRANSFERABLE. PALE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE BROWN n_ NOT INTENDED TO ,MONUMENT THE PROPERTY LINES OR TO GUIDE'THF EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPRO"EN75 EASEMENTS SP SAND INE ��'���/� AND/OR SUBSURFACE STRU&TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT TW 77ME OF SURVEY GRAVEL SURVEY OF: DESCROED PROPERTY CERTIFIED TO: ELIZABETH O'REILLY, MAP OF: FILED: —16.5' WATER EL 1.0 WA SIN SITUATED AT- EAST MARION SP BRowN TOWN OF: SOUTHOLD KENNETH,M WOYCHUK LAND SURVEYING, PLLC FlNE SAND T 17' FOUNDATION LOC. 07-07-22 SUFFOLK "COUNTY, NEW YORK Professional Land SurveyiAg and Design 12-10-16 P.O. Bos 153 Aquebogue, New York 11931 MCDONALD GEOSCIENCE ADD TREES 08-04-21 PHONE (891)298-1588 FAX (861) 298-1588 FILE #18-140 SCALE: 1"=30' DATE:OCT. 20, 2018 N.Y.S. LISC. NO. 0$0$82 meta the records of Robert 7. tetn(nQ lieaae!eF ac Kenneth 1L woych°k S.C.T.M. N0. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 12 L ,� � � : 1 AUG 14 2023 Building L'�er-13rtMeInt Town of exur�rasld — — LAND N/F O I LANOD N/F REINHARDT jQ FRESHWATER WEnMI)BOUNDARY I ARIIZUMI & BERRY MUNEATED eY EN-ONSULTANIS I 24.77' ! JUNE 26,2018 1 I I POST OFC, S 86056'00"E a I� I i N164005'40"E 1 gg•sg : 1.3'1 30.96' 0.2,E U.P. 4 0.5 w I: REMAINS OF WOOD RAI FENCEa I 0.8'S 8�EL 18.8 —VERHEgp W/R -e/d- c0 07 N c} w ° '40"E 96.13' W I w Ss• — o .N � � NO: w w DOUBLE 14"OAK DRIVEWAY SS) EL 19:0 15'RIGHT OF WAY DIRT DRIVEWAY W.M.EL 19. �I U.P. \ w w w w 12"OAK�:ti], 6fl� I �: St.. ._ 4 ��.._.._ a 1 r w w J� ELEC= o ,, WOOD RAIL FENCE I�1 `� METER S 64 OS 40 W 100.00 II \ w w w w w w ! EL 17.3 EL 17.8 /P. EL 19.0 o i I: 11--� v, I I w w w w w w w :: 27.3'::::::::: 48.7' O P ww w w w 18"OAK I jam? }j Is Y w w w w WOOD ::2 STY FW RAME:Iu OOD STOOP i� ry N w�I DECK DWELLING �' 45.6' i-I-1 o j w w W •:•W 31.5' w ozl Io 4 w w S-4 /A 37' �j �' c o l •o 0 I w w w w W- 6v 7 $.T LAND N/F D.B. R C.O. 3 OF -H 73 18'OAK c .5 STEPHANIE & WILLIAM GORGA EGRESS i F WINDOW o 20.5' 27' WELL 25.5' w w i W W ZONE X I o w w w w w w w I I V L.P o oO�� ZONE AE(EL 7) w w w w w 1 P wLn ti 1 I w w w w w 1 ° I N Ln N EL 19.9 I E w w Ip N/F j S 64°05'40rO "W WIRE/SCKADE FENCE ALONG LINE ! 219.03' �0 GORG/` I j ,10HN 1 TEO LANDN/FOF PATX I COLOMBO �gUMQ,�S 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA770NS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. (UPLAND) 18,225 S.F. or 0.42 ACRES AREA:(TOTAL) 22,511.43 S.F. or 0.52 ACRES ELEVA77ON DATUM: NAVD88 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES UNAU774ORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF 774£NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN APPROVAL OF CONSTRUCTED WORKS FOR ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON G LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSnTU770N, GUARANTEES ARE NOT TRANSFERABLE A S I N G LE FAMILY RESIDENCE 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/F7C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY Date 6/11/2023 H.S. Ref. No. R-21-1486 _ SURVEY OR DESCRIBED PROPERTY OF NEIL CERTIFIED TO: ELIZABETH O'REILLY' MAP OF: ,�Q'�"� M. WO} O,P The sewage disposal and water supply facilities at this location have been co o inspected and/or certified by this Department or other agencies and found FILED: _ to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. REVISED 07-10-23 SITUATED AT.EAST MARION r � FINAL 03-31-23 ° TOWN OF:SOUTHOLD �• FOUNDATION LOC. 07-07-22 SUFFOLK COUNTY, NEW YORK s 050852 eKENNETH M WOYCHUK LAND SURVEYING, PLLC `—� FO 5`� Professional Land Surveying and Design GFZ �GKP ER,P.E.,CHIEF ADD TREES 08-04-21 L P.O. Bos 153 Aquebogue, New York 11931 Office of Wastewater Management FILE #18-140 SCALE:1"=30' DATE:OCT. 20, 2018 N.YS LISc. No. 0so882 PHONE (831)298-1688 FAX(631) 298-1588 i • I • NOTE TO CONTRACTOR: z„Y PROPERTY LINE! VACANT 60' . �` �3 g S25°54'20”E _ • PROVIDE 25 GU.YD5 OF RATEABLE 501L(5W OR 5P r`."°"r.'" � •.,Jt:. -� y� PER ASTM STANDARDS) FOR THE PURPOSE OF • . _PRINCIPLE YD SETBACK — . . -- . . — . . —.. �4 \2 15.00REPLAGIN6 UNSUITABLE SOILS WITHIN THE PROPO5E7 STORM DRAINAGE LEACHING POOL DOLLAR. PROP SANITARY PIPE — SITE IS FILL NEUTRAL. PROPOSED FILL/GRADING OVER sn PROPOSED THE SANITARY SYSTEM WILL UTILIZE EXCAVATED DEMIOLtSHFD oB,FGr(MPJ -——————-•———- WATER SERVICE GONNEGTION: ry PROP.STORM DRAINAGE PIPE ! TAP EXISTING WATER MAIN IN 5TREET. MATERIAL DISPLACED DUE TO INSTALLATION OF .t �f S:,x �� SANITARY AND STORM WATER COMPONENTS. SA --sv —ev ---- L1I`�"IT ���� 3 Ex.urlL PROVIDE wA1'ER LINE TO PROPOSED • SEE 5601-15 5ET,DWG I OF I FOR CALGULATION5, ; j POLE WATER ME?FR .: i~. PROP U/6 WATER 5SUCE K DVdELLING �00 Jv 1 7 0 �- PROP05ED DESIGN AND REQUIREMENTS FOR `'-• ': ,�- :_. �''�tazo-,�,,,r„�;R•,, :.:':'<,• � x p '- 6 * PRoP05ED WATER LINE 5ERVIGE: r ' Ea i Ma.,on n•,:��4: O F�CI511NG WATER MAIN w PROPOSED Pi�LIG WATER *� i�1N1 PROPO°;ED WATER UNE To MAIN IN REPLACEMENT OF NDN-RATEABLE SOILS. EROSION GNTRL MEASURE: �" / } EXISTING OVERHEAD UTILITY LIME: —u —ii —u —n — PROPOSED PROVIDE STABILIZED ti�Y\+/* -% `:rl ''l STREET,CONNECT TO PROPOSED METER SITE_ Co O AND COMMUNICATION *�* ry: ;::tea= IN EX15TIN6 VAULT A5 SHOWN. LOCATION P WER G CONSTRUCTION ENTRANCE, N ' PROP.U/6 EiEGTWGAL/GOMhUNIGATION INSTALL PER DETAIL,DWG,5P4 / ,• MEET SC-DHS AND SGWA TO REMAIN EL. 175 O.O a GRADE +r:: �t TAP POLE FOR GONVEGl10N TO POW62 + T5 CES,RUN SERVILE LINES= IIB UB IJ9 Ua AND GROUND LINES INCOMMON1TRp4Gli ,: E O%prdN *'* ..' ' ' Pale Brows 511 Sand EXISTING WA METER VAULT: LJ PER Pl�rnnveR'S REQUIREMENTS S 86°56'00 E ,�R�E�o 96TALL WATER SERVICE METER PER _ FROP05M SANITARY SYSTER1 HYDRO-ACTION 0 it +/ LL 145' 3.0' 4 2 O Gi7VLR T06RADE AA OWTS 10AC1Pr 4'.77' /EK � / "' ����••:��,�``:../ � Brown clayey i a � Il +/ i t IaL 5GWA REXREMENTS .:and er) r r/01 EX-UTIL rr /* +d\t W . / EL 115' - COVER Bt t,46RADE ♦ PROPOSED POLE rf / / / o EXISTING PRIVATE WELL LOCATION LE/�fH1N6 EXPANSION n UNDERGROUND POWER/GOMM,LINES /+ TO BE USED FOR IRRI6ATION PURPOSES - EXISTING SPOT ELEV= xbA INSTALL IN GOMHION UTILITY TRENCH FO PIPE /+�y( ,; :��4:`: ty o0dj Qc Pale Brows Flee Sold ON POOL POOL v o /+ \N...:::.,`• / f Q�• (gp) / �1 (SEE TRENCH DETAIL,DWG,SP4) _ x-x x- �p -�.:b�: ;,' - / V NOT TO 5GALE l LP 1 EXP ' F.XI5T1AIEi CONTOUR _ -/ TO BE REKORKED: Mop AQ. *;: ., '. `:ce ;�yJ. .X19Q : ' •qo��/ �j EL.1.0' - 168' EROSION CONTROL MEASURE: s8 ':>;; 's ?;?:':,: �F�N/ LAND N/F a1- PROPOSED SITE PLAN 1E5TIIOLE - ••••••.•••b••..• • RP�� STEPHANIE t WILLIAM S PROVIDE SILT FB10E BARRIER *� �,• Water In r:xis *Comm. FN /�/FND P057o ' ' 4' "P° :� t 60R6A Flrte Said SITUATE AT: ®DRIP LINE OF TREES(TVP OF 4) fl05ro } �B _.:.., ...�...,.;�:�: rt7 STK PROPOSED I DWELLING v� Pale Brows DATUM: / ,.�,�::= t WATER LINE ,�fSi FIlI5FE7 fl 00R HSV FAfl..- ` b r SEE STANDARD AND SPEGIFIGATION5 ,+ "'r 7 (`• ') 1420 TRUMANS PA NAV0 � _(A w�. xx�,. ••-' x19A NUBLIc WATER y TOl^l�l OF 50tTIiOLD EAST MARION NY ZONING: R-4C) �Y' r:.i.Y;t'',';':�.`.-" . INSTAR I'HR SGWA R1Ql11RE�1TS t FCU',PROTELTING VEGETATION DURING / %ti�rx;{;r. 6ARA6E FLOOR ELEV GELS-= PROP.CONTOUR } +/* :. ..,.:, SEE DETAIL ON OW6 5P4 I ,� EL.05 17A SUFFOLK COUNTY, NEW YORK MEDIUM DENSITY RE51DENGE LAND N/1-OF GON9TRUGTION ON DW5 SP4 / r' AMIZUMl 4 BERRY * , P12 ?;.;: y PROP05ED PERVIOUS Q&-\ZEL DRIVEWAY -� ip TEST HOLE 56TH NO.: 1000-51-12-12 USE: SEASONAL RESIDENCE �yp�UTILITY F17LE DWELLING +� p IN PLACE OF EX.DIRT DRIVEWAY *'' `A '`' 3T �� PERFORMED ON. 12-10-2018,6AM PUBLIC WATER / IS PROP.SPOT UV.: x8.o PROPOSED STORM DRAINAGE LEACHING SYS. � Pt3�FORMED BY: WDONALD 6EOSGIENCE FROPORD STORM DRAIM6E STRIZTURES: �� TJ t/*c)\,� \ ,"M c� y 6'0x5'LD.L.P. �' 6ROUM4ATBR ENGOUNTERED A EL. 1.0' APPI_IGANT/ OWNER: STORI,WTER LEACHING FOOL /�5D �`Dr� , ��• U '�OAK '� : :`:`: , � (VOLUME FOR ROOF RUNOFF OILY) i \'` HIGHEST EXPECTED GROUNDWATER o EL.13.4' 1420 TRUMANS PATH LLD (5�DWG.FOR COVER REQMT!i) } �Dr°O <' TEST TO 12EMAIN �� "'rte:= o iJ + HOLE `' O �� \ 9 PROP05ED EROSION CONTROL MEA5URE: JOHN 4 TERRY GORGA 6$ ; LAND N/F of SITE DATA: O OFS COVER TO 6RADE 1 + + + \ xE g �! " �, ` J� `S�` � \ ? PROVIDE SILT FENCE BARRIER DWELLING TOTAL LOT AREA: 22511 50.FT.(05168 AG)l TO TIE LINES ©SOLID GONER TO GRADE \ 1� t++�}+++++� * DBL tl2"�OAK I INSTALL P82 DETAIL,DWG,5P4 PUBLIC WATER PR�05M WETLAND AREA: \ ,EXP/ ; AREA OF 015MBANCE: 4,28b SOFT.(0.100= AG) i,SOLID COVER BELOW GRADE \ ' + + + + + + + + TO REMAIN /' g `_� 1 \ 18,2Z SQ.FT.(0.4282 AG) \ h + •�+++ 1+t+++++++++ s% I4 \\ Q (BUILDABLEELAND - LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) a 1 ±12,336 s .ft(0.2832 ac) SEPARATION DISTANCE REQUIREMENTS + + 1 `++++++++++++++ 7 e . 2 STY PP 1x34 s� FRESHWATER � +IQ+++�++++ ++ �+++`+++ `y d FRDWL6 ' O g�� * �s + + + x188 LP STI�UGTURES TO 6E REMOVED FDR STORMWATER LEAGHfN6 STRUCTURES +t*+ + �2 \ o LOT COVERA6E: AREA, WETLAND BOUNDARY \ b + + + + (2)+�8"�OAK + + \\ \ PROP, i W/BASSI-M- 'f f P7 -/ �� \\ , AND PIPING (RESIDENTIAL � t + xi8b DELINEATED BY . + t •+TREES 0 REMAIN + \ WOOD F � �' EX. DWELLIN3 HORIZONTAL SEPARATION DIST 61-GON5ULTANT5 I t ++ + + + + t + '+ + t + t + / �� '� / ±168 SOFT. FOR STORM DRAINAGE LEAGHIH� OLd JUNE 26,2018 + + + + + t t + + + t + + \ DECK i13)RM ��/ * Q� EX. LOT COVERAGE: tTbB SQFT. PROPERTY LINE=5'MINIMUM {t t t + + + + t + / 14.21%) I t t + + t �� a#��' 1 �` PROPOSED STRUCTURES: • BUILDIN65 WITH CELLAR= 10'MINIMUM + + ++++ .�40 + t + + + t \ PROPOSED \ Bl11LDIN65 ON SLAB =5'MINIMU>4 + + ++++�. +++++++++ + +++ ` 1/A ON-SITE SANITARY WATER 5ERVIGE LINEA-ATERALIMMAINS= 10 + + x19,9 PROP. DWELLING U m +� � + TREATMENT SYS. */ � � ±684 SOFT.(±3.1550 ('n MINIMUM + + + + + + + + + + + + ,L FOR ADD'L INFO 51EE 512, *,r* PROP. WOOD DECK \ � ,,�+ w + + + + + + / ±-302 SQ.Fr. (±i b6%) UNDERGROUND UTILITIES - 5'MINIMUM J� \ + 1-+++ + +11 + 14+ i' + + + +�, \ FOR SANITARY DETAILS 1 SANITARY SEPTIC TANK= 20'MINIMUM .To + t t�+ + + + +\i + + + + / tom- PM e�P3 */�` / PR�.P. COVERED PORCH ENTRY • ±18 5Q FT (tOlo�) � + + + + + + + + + + a % */ W N SANITARY LEACHING POOL= 20'MINIMUM � � t r -!2 + + + t + + + + � 0h• '\ /+/ �. PUMP STATION= 20'MINIMUM �, ++ + t + + + + t t + + + + + + PROPOSED FR MANHOLE IAT GOVERA6E: ±1004 SQ.FT.(±551%) 1— MANHOLE = 20'MINIMUM ) + + + t t to + +i PRIVATE WELLS,= 50'MINIMUM '� + +++� r + t t + + + /*/ 3'x6 COVERED PORCH ENTRY j � � m + +. + + + + t + + + i* W/STEPS 4 RAIL TO 6001,18 50FT. o ,� _ RETAINING WALLS= IO'MINIMUM' \\ + +�+++++t t+ t t ++ ++++4 t /6 f �, r4 O r RJEL STORAGE TANKS(BELOW(SROUND) = 20 + + + + + + + �, �, F•-�I + \ / PROP05EP LIVABLE FLOOR AREA I X MIN \�• c ++++ + + s'�e + + + `\ * 1,248 50FT. VACANT 60 to t + - + + + + + + + + 71 \ X HOR ONTAI_SEPARATION DISTAD 5 + p + + + + + + + +� , (PER TD.SOUTHOLD DEFINITION) I � LU U- STORM DRAT NON- HIf'.6 STRUCTURES: \ �p : + i X Z WATER SERVICE LIW:5/LATERAt..5/MAIN5 =W MN '`,�i ++ t++ +++++++++t ++++\\+ ��.j*/"`'* f�OPO5ED BILGO DOOR5 I \ NAGE LEAD y + =5'M1IUMUM \ \� +6+ + BAS1�lT ENTRANCE � ►72,5°54'20"F. F---4 O Z UNDERGROUND UTILITIES O 4 = OP45ED 50 + 1 pP + VERTICAL SEPARATION DISTANCES FOR STORM \ 2 + ++:+++ NON-DIS ANG BUFFER t +2\ +�*L*'tt��� �� �+ 5' 5.00 M . < `t� Z t AREA T IN t + o pC� LAND N/1-OF COLOMBO p(�41NA5E LINES, v + t TURAL AND + P\o� DWELLING I QcoQy 61�*� UTIL E--•I WATER SERVICE LINES-IS'MINIMUM O \ \ - �'' *��` + + SANITARY WASTE LINES = 18"MINIMUM N \ ++•�+ + .+ + + + + PUBLIC WATER I 6 r o + + + + + + + + �pp� ' - + I / HOLE O tSJ _ � Y;`. �+++++ ++ +++ �\ �°� 50' WETLAND OFF5ET LINE LAND N /' rr \\ ++y + +- ��x - PROPOSED LIMIT OF GLEPRIN6 /F OF ' Ci �; + + + ti��� RBKHARDT / x19R \ € W \� Zt�NE r�; , \+ \ GRADING,AND 6ROUND OI5TUA2BANGE. DWELLING m STORM DRAINAGE CALC: = \ .� •• r+ Fe PUBLIC WATER ROOF(PROVIDED ° ° AE PROPOSED SITE PLAN I Np ' ROOF,DECK ENTRY STOOP AND STEP RUNOF f ONLY) \ i R y�\RES j� '� p\� ZONE ; �x•o� rr, +� yu,c '' VOLU=ME- AREA x RAINFALL x COEFFICIENT �-� �� IVHELL2 BLDG,DECK,ENT=RY STOOP AND STEP AREA= 1002 SQfT. .p (EL 7) \ W I S 86°°�'�OO�E / ' �� � � ATE EXISTING I STORY FRAME DWELLING /+ �\¢ ' EX TO BE USED 1-02 RAINFALL = 2' = 0.161' W - /i N� IRRIGATION Pt1RPOSES , COEFFICIENT OF ROOF,DECK,e4W STOOP AND STEP= ID W TO BE DEMOLISHED AND REMOVED o UTIL 2(�.77' + y ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 0 20 40 60 80 PROPOSED FIIp PI POLE O110/*// ' EN61 O LAND WF C' ' BUILDING ROOF RUNOFF± ��0 AN APPROVED UPLAND SITE GRAPHIC SCALE ' - ' " 96 � -max x- - * ,� •• � ''� �P oQ ` . I - 20-0 EROSION CONTROL MEASURE: Ip02 SF.x 0.167 x IA = Ib8 CAI,FT. . INSTALL 51LT FENCE BARRIER 'gyp• xi9.o STORAGE VOLUME REQUIRED = 168 LUFT. !_�°O Q� \ Pg OR r0 ALL WORK O��p' ' 6� ,� STEPHANIE 4I,�M �`= GOR6A APPROVED B P� T USE.- I -8'm x 5'DSP LEACHING POOL(12DOF RUNOFF) Cj r11� ��e 1 �yl�� DWELLING �� E @ STORAGE VOLUME!PROVIDED = 211 GU.FT. PROPOSED EROSION CONTROL MEASURE: FND o '+ FNDo ^� / PUBLIC WATER �� kR TL CONTAINMENT VOLUME!REQttIRED: 168 GU.FT. PROVIDE SILT FENCE BARRIER 0 DRIP LINE OF TREES(TYP OF 4) Posr n P05T N ,8656'00" W .:. 55.74' q.0 TL EX DRIVE ZFAGE MATERIAL(DIRT) `'��� BOARD OF 1 h'USTEES TL CONTAINM=ENT VOLUME PROVIDED: 211 CUFT. SEE STANDARD AND 5PEGIFIGATION5 FOR PROTECTING SHALL REMAIN WITHIN ACCESS R.O W ✓ TOWN OF SOUTHOL 0 w 51�STORM WATER LEACHING FOOL DETAIL,THIS DWG, VEGETATION DURING GONSTRUGTION ON DWG,5P4 o \ W p EXISTING DIRT DRIVE 7 WITHIN THE SUBJECT PROPERTY FLAG'SHAH DATE p�,7b Zo � 0 3 LAND N/F OF �j` IS , l BE REMOVED AND REPLACE WITH FERVIOUS 1 2'I 349 ARIDUMI f BGEPRN L Ib / O \ J ' �- r�' \ GRAVEL MATERIAL IN KIND(AREA: 054 SAYT) 24 CAST IRON(AVER FLOGICHART o NIS" / ( � 1 LO( OF EX.SEPTIC 5YS\ EJSI� ' FUBLIG WATER 3 \ + * a4'0 OAK TO BE ABANDONED PER \ O . ' \� TO REMAIN ��� LAND N/F OF JEFFREY T. t3U rLM P.E. ¢ , . SGDHS REQ'MNTS,5F_E FOUNDRY COMPANY PATTERN N0.61128 \ 6� 6$ + + -} y "O /" � P BOXED NOTE,THIS DWG, \' JOHN 4 TEFZRY GORGA OR EQ1AL(ADJUST TO FINSH GRADE) Yt ' FINAI.6RAI)E 1 1 + , FRESHWATER 1 + + +-"++4 \ TEST ,�•' r,�s''` <i ' PUBLIC WATER 14 0 OAK TO —I 1 y .jL.• \c WETLAND BOUNDARY ` \ +1 + + + + +, \ DBL f12'm OAK, HOLEX �; \ :°: ', BE REMOVED 24" , ' DELINFATH7 BY �n� t # t t + + , TO REMAIN /�• 175 ". "f' t(p'�OAK TO \ _ ` „,., \ +(y w'`f :BE REMOVED \� tIl EN-CONSULTANTS + + t t*4't t r+++++++ J L \ �cll.8 Z O 6'PIPE DIA-MIN. _ ON JUNE 26,2018 �+ + +� + t + + + + 18�... \ \� . . UK MIN. A5 ) ( iREg11R52 I; _ \ + + dt Iq + `o*t t�+++++*t++* \1 ,' ° z lfl \ y s PIPE: t ` , tl 1 4*+b++ +++++ CL+t+'(2)118"m OAK +t*+ \ IT3 \b �r Q O N- > �} HIGH OBJ5ITY POLYETHIYLEHII hn r ` + ++++ + ! + +TREE5 TO RD +\ �► \ O O SIZE: H-20 be THK TRAFFIC + + + + + R067 LDR G01N=6'4P MIN p�wt�N1n S., ,p t+++++ Uj t t•' + + + + + +++44 + + \ Vy 2^ +►^_ 2' [��\�//j �(l��� J < N Z � C) l�l.lV<"�.7�./�7 1 ++ ++++.+++++4+++ + + _(� I�11�MILItIS ` \ •O ` D E V E 0 i,7 L� /��,• J '„X 7 •—i / 1 r+ + + t C"fNaSTY 7 11-""Ir -""'ll . r. \ + t t t+\++++++++++++ + i �- �o I TO�RB•iOVLU x16.4 EXISTING \ 4 4 WRAP WITH boz.(MIN) \ �+ t t t + + + + + + + g( �A #1420 j [�COpNpTOUR ATO ByE��� P I/� l < F- •, + +444 + + h t •FSI` ' t t rt t t •'f :Jl_L f"IWI-V7LD I-l./•V�, /*° ��1 �OL� h--•( �NOHI^IOVBJ ILTER FABRIC) + t t +t t + + �, +t t. ++ + � FFLEL.18b REY40RKm xlq. �* a ,� m \Lu 6- \ + + + + + + + t t + t + +`\� \ / T1115 DWG, */+ JU I ALL WALL SECTIONS t SS \ + +++++ t t++ + ,• +14+ t .t t t + # �• / 1b /*/ W (� z O Q ,� .f MIH i I MIN TOPS SRAU BE SET IN �, i \ + ++++ FROP05ED 50 ++�� Q/+ BSa�Southold Town E..� Z w O BED OF MORTAR ` + NON-P5TURBANGE BUFFER+. 4, ►--.� 1— O `\ + + * o d of Trustees + AREA TO REMAIN + + \ '' �* "- Z I 8'DIAMETER I SELECT 6RAPULAR SOIL �O�` jj +++ + +, NATUFAL AND UNDISTURBED 14`++\� p� /f'* � R 0 # O 1 EXCAVAnON AND BACKFILL WITH AGGB'TABLE BACKFILL FOR PERIPHERY /�' � \ ` + + + + � +4 + + + + 1- a� + + + ;+ + + + + Q _ N AND BOTTOM LEACHNN5 \ .A + + T \ + , + + + + v? * * SITE PLAN BASED ON ORICINAI SI1t2VFr W `O LEACIIIN6 MA113RIA1.(SEE NOT1#5) \ o� + + + '\ / I BY. Z N GROW Wp,� (����') J` \ . � ` + +++*++-++t t t t t I+ +++++ t \ KENNETH WOYGHUK LAND SURVEYING PLLG � O < V O L S7 + 0 t t• t t+ */'` P.O.BOX 153 Q N O O f(1 •jam, \\ + ` + t t + + t `\ 1 //�� PROPOSED DEMOLITION AQl1EBOt5l1E NY.ug31 a O I + + t t: t + t t : , + + + + + + t t •* * PHOW:(631) 435-1462 (� STOIZMWATER LEACHING POOL \\, �+�++ .+ t + t + + + t t Ex DWEIWG AND WOOD N ` + t t + + + + + t -t i* STEPS TO BE DE IOL151 ED .SURVEY DATED:OCTOBER 20,200 ,O/ TYPICAL DETAIL yy \ + + +*+++++ ++ + ++++++++++ ,2 +/+'� �ti� AND RErL� . ElEVATI0N5 REFER TO NAVD80 W p Z \ (�_ + + + + + + + + + + �6�� LAND N/1-OF " n-�" ±��-� � O kJ \ + + + + + + 10, y E PUBLIC,WATER www.di netn i Gl.i NOT TO SCALE O \ `t \•; + ++ ++++++++++44 + .P\ COLOMBO pWELLING d.com "t Z O ` t ro + + + + + + + ��k ]R 9 y DRAINAGE 5TRLIGTURE NO' Ow \ t t t 8 + `r"¢ ' of 11�1'G�<Cm' or Q < �- ++t t t t + + e�� 50 WETLAND OFFSET LINE www.cafl8l l.com 1. LEACHING POOLS SHALL BE PRECAST CONC CEMENT STRUCTURES AS MANUFACTURER BY SUFFOLK PRECAST INC,OR t n \ ` �` + + + �yt� PROPOSED LIMIT OF CLEARING, �� I� (for other states) w ro ZONE X +�+ �� �—GRADING AND GROUND DISTURBANCE- Not O • 800-212-4480 1 811 v EQUIVALENT. SHOP DRAWINGS SHIaaJ_l.BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. _ \� \ � + 2. ALL CONG CEMENT USED IN THE MANUFACTURIN5 OF PRECAST STTRUIGT.SHALL DEVELOP A MIN COMPRESSIVE - t STRENGTH OF 4000 P.S.I. IN 28 DAYS. .� \ F� ; 3. ALL DRAINAGE STRUGT's SFIW1 BE PLACID IN A:C�TABLE LEAGFIIN6 SOILS(SP OR SW),IN THE EVENT PO=OR ZONE AE \ \� EXISTING CONDITION SITE PLAN — By law,excavators and contractors working In For safety reasons,homeowners are strongly PAGE, the five boroughs of New York City and Nassau encouraged to call as well when planning any 9 type of digging on their property. LEACHING MATERIAL 15 Ei•IGOt1NTERC-D,EXCAVATION IS TO BE GOhITINU®TO SUITABLE MATERIAL AND BACK FILLED (EL 7) \� and Sufrolk Counties on Lon Island must PROPOSED DEMOLITION contact DigNeurs but, o more than 80 or working d least Homeowners can contact us directly at { • DETAIL®' 48 hours but no more then 10 working days 1-800-272.4480 or by calling 81 i,the 4,115E 15'DIA CORRUGATED HI15H4 DENSITY POLYETHYIR�E(HDPEJ HEAVY DUTY PIPE FOR INIERGONNEGTION OF ON-SITE � (excluding weekends and legal holidays)prior national call before you dig number.For STORM WATER LEACHING POOLS W `` I to beginning any mechanized digging or excavation work completed on personal USE b'SDR 35 TO LEMMING DOWNSPOUTS TO DRAINAGE SYSTEM A5 SHOWN. PITCH AT I/8'PE2 FOOT MIN IN `�[ � y •v,_ •, IL� �;,,,,,... - are work to ensureators d contractorsroundlines can responsibility—NOT property, the o �.. DIRECTION OF LEAC.HINS FOOLS.PROVIDE BOOT CONNIGTION TO DOWNSPOUT. . V`� \ p riy,it is the contractor's r's--to spi A HOPE!PIPE SPECIFICATION(AA5F+T0 H--)q4) W 5,KO O� t requests online,through contact Di Net.Havin utility marked B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) �o� �(�. e q s g ty lines marked also submit loch ITIC If you do mot currently use ITIC,please prior o digging is free of charge. r� 20 10 0 20 40 60 8o call 1-800-524.7603 for more information. G.WATER-TIGHT JOINT TESTING SPEC.(ASTM 03212) C 6 Y O.CA5KET SPEGIFIGAT TION(ASTM F-477) 7 6RAPHIG 5GALE I" = 20'-0" of 4 TOWN SET I r ; I SEPARATION DISTANCE IRM IHTS FOR SANITARY SEPTIC TANKS, EL.175' gyp'®GRADESITE PLAN PROPOSED AREA OF DISTURBANCE: 50JEGT PROPERTY CURRENTLY, PROPOSED INNOVATIVE AND ALTERNATIVE II/A OWTS,PUMP STA OR MANE (RESIDENTIAL): Pale Bran BASED ON ORIGINAL SURVEY BY: tIZ,336 sq.Ft (02832 ac) No UNDERGROUND STORAGE TANKS EXIST MIN.HORIZONTAL SEPARATION DISTANCIES: L ROAD STORMDRAIN5=20'-0' 504 sand(54) KENNETH WOYGHUK LAND SURVEYING, PLLG ON-SITE WASTEWATER TREATMENT SITE PLAN STORM DRAINAGE SYSTEM R:.r Cr,:;n.,,•;.n fj A.BUILDINS W CELLAR=10'-0' M ON-SITE STORE 4 DRAINS a 10'-0' EL,145' - 30' P.O.BOX 153 o SITUATE AT: DATUM: NAV088 3t ea:1,Pxd NO STORM DRAINAGE STRUCTURES EXIST B.BULDW ON SLAB=5'-0" K CATCH BA5115 RJO 4 EAGHIN6)=5'-0' AQl1EB06UE,N.Y.11431 1420 TRUMAN5 PATH EAST MARION,NY G.PORCHES,DEC*,HOUSE OVE W*)S, 0.5ANITARY LEAGHIN6 POOL=8'-0' clayey��( ) PHONE=(631)435-1462 0� ON THIS SITE. NO PROPOSED DRAINAGE ZONING: R^40 x CANTILEVERS,ETC,=5'-0' P.SEPTIC TANK,PUMP 5TA OR M.H.=5'-0' EL.11.51 - 60 SURVEY DATED=OCTOBER 20,2018 VACANT 60' -o COMPONEVT WILL BE PLACED WITHIN 20' TOWN OF SOUTHOLD MEDIUM DENSITY RESIDENCE ' ELEVATIONS REFER TO NAVD88 �� OF PROP05ED SANITARY STRUCTURES SUFFOLK COUNTY,NEW YORK , " D.WATER LINES=10'-0 Q PRDPERIY LIES=5-0USE 5F�450NAL RESIDENCE �. E SURFACE WATER&ETLAND5)_-15'17 R SWIMMING POOL=20-0' Pale Brows Fine Sand �� AND/OR ABSORPTION FIND 56TM N0: 1000-31-12-12 . Z,1 0"OV Z, F.PUBLIC,WELL=200'-0' S.TOP OF EMtB MTBE IT OR STEEP SLOPE (513) S25054'2 "E APPLICANT OWNER: 6.PRIVATE NIL=15'-0' 05%SLOPE OR GREATER))=25'-0' � / r`i:mc, H.RETAINING WALL OURPROOF)=b'-0' T.BLUFF=b5'-C' 15.00' SANITARY SYSTEM: 1420 TRUMANS PATH LLC, J U/6 FUfi TANGS=10'-0' U.DEGK/T2AMP=5'-0' EL IA' - 165' �. ^ EXISTING SANITARY SYSTEM ON THIS PROPERTY ' K U/6 UTILITIES=V-0' `DrO SHALL BE ABANDONED BY REMOVAL. f• y [C 4. J :If .- Water h oO� ,3 �( EX. . h Frr..c�f� ffPARATION 015TANCE REQ'MT5 FOR SANITARY LEACHING Pale Bran Fhe Sand 6� �6� rr -"}� is P UTIL ^t-: Z ( ,) r POLE NOTE TO CONTRACTOR- POLE(RESIDENTIAL): /* ` PROVIDE 25 GU.YDS OF RATEABLE SOIL (SW OR 5P '• a' a MINIMUM HORIZONTAL SEPARATION DISTANCES, EL.05' TT.O' LAND NAF OF / / �� rr .v East �rumans Fath, A BUILDING W CELLAR=10-0 • * 1 x199 PER A5TM 5TANDARD5) FOR THE PURP05E OF ...' =;. � ` EastFfarion,NY 1,:n3n { x REINHARDT "�,el ,rn REPLACING UNSi11TABl�SOILS WITHIN THE � � •� : . - '•: SITE..: ::'_�'::`.".'; ,• ^ . •. B.BIllI DING ON SLAB=10'-0' TEST HOLE DWELLING /11 G.NOBLES,DEC*,HIou,E OVE2HAN65, ``�p / / '� PROPOSED 5ANITARY LEAGHIN6 POOL COLLAR PERFORMED ON= 12-IU-2018,sAM1 PUBLIC WATER .: LOCATION';— .,- CANi1LEVER5,ETC,•5'-0' BY, McDONALD 6E05GIENGE t0 RtiM rr/+� � � \� ( • SITE 15 FILL NEUTRAL. PROPOSED FIL-/GRADIN6 ' � D.WATER LINES•10'-0' PERFORMED y\R�`' rr / �� :.:; �s�p a E SURFACE WATER A•ETLANDS)•IOLN-0' GROUNDWATER ENGOUITERED o EL IO �X.ORO +/y\-S.. 6� /4��" EXISTING 3 'n OVER THE SANITARY SYSTEM WILL UTILIZE HI6FE5T EXPECTED 6ROUNDWATER 0 EL 134' i� h �� ; EXCAVATED MATERIAL D15PLAGED DUE TO F.PUBLIC VELI.=200'-0' (� S g o rr j v `�� PRIVATE VELL INSTALLATION OF SANITARY AND STORM WATER 6.PRIVATE H^E3L 100 /150 tS_ EX. 6 OOZE / ,�\� / '� TO BE USED,FOR COMPONENTS. LO } H.RET =lo'-0' r N I PROPOSEDCATION MAP: WALL M(TRPROFFI UTIL(, P J.U/6 FUEL TANGS=10'-0' POLE t' 24.77 / y \ �" IRRIGATION PURPOSES - • PROP05ED Fxv _ "� ' o�G `` I 2 BEDROOM A SEE 5PI (TOWN SET) FOR STORM DRAINA6E CAL65 - K.U/6 UTILITIES=5-0 p /* ` \\ `NO O S NITARY SYS: NOT To SGAL E L ROAD STORM DRAINS OR EROSION CONTROL MEASURE: AND RATEABLE SOIL REPLACEMENT REQUIREMENTS N b ' RECHARSE BA51N9.20'-0' INSTALL SILT FENCE BARRIER g�. � °O� O LAND N/F OF �� PROPOSED AEROBIC TREATMENT PLANT R s� M.ON-SITE STORM DRAINS OR PRIOR TO ALL WORK x 'O P` (D ,OO STEPHANIE 4 WILLIAM �, SITE DATA: RECHARGE BASINS= 10'-0 ;1 ``1 0 6OR6A I - �' S _;�a8 :,>'•j := /: : ":. DWELLING I HYDRO-ACTION SET-N-60 ON51TE WASTEWATER TREATMENT PLANT,UNIT INCLUDES: TOTAL LOT AREA= 22,511 SQ.FT.(051b8 AG) TO TIE LINES K GATM BASINS,NON-LEACHH6=16 0-0' �* ;'' `„: 1:. o.SAN.LEAGHHNG POOLS=8'-0' PROPOSED EROSION CONTROL MEASURE= FND o a PUBLIC WATER MODEL AN400,GRAVITY SYSTEM WETLAND AREA: 4,286 SOFT.(0.1007 AG) PROVIDE SILT PENILE BARBIERO DRIP LINE OF TREES nYP OF 4) o POST N 8656'0 'IN';=;' 5.5;74' :dqA EX.DRIVE SURFACE MATERIAL(DIRT) `J✓ •• DESIGN FLOW: 450 GPD P.PROPERTY LN5--V-0' POST t11 BUILDABLE LAND: 18,225 5Q.FT.(0.4282 AG) a TOP OF EMBWFFMEHIT OR STEEP SLOPE SEE STANDARD AND SPECIFICATIONS FOR PROTECTING � � MAINTAIN GRADE 5 BEYOND ETU,THEN DROP DOWN 0 A RATE OF 3 TO I (BUILDABLE LAW = LOT AREA-FRESHWATER Bal1CI7ARY TO WESTERLY PROPERTY LINE) '; : : SHALL REMAIN WITHIN ACCESS R.O.H. i of OPS(OP/GNTRL CENTER)W ALARM BEACON d AUDIBLE HORN ALARM(LOGO REMOTELY,AS 5HOWN) �� 6REAT�° VEGETATION DURING CONSTRUCTION ON DWG SP4 d R BLUFF•65'40' ., <. EX15TING DIRT DRIVE 7 PROVIDE: S.SHfiG TANK,PUMP STA,GREASE p r .,:, *\ WITHIN THE SUBJECT PROPERTY RAG'SHALL 2” U/G ELEG GND FROM ON-C,TO REMOTE CONTROL PRL LOT COVERAGE: AREA: TRAP OR MANHOLE=W-W LAND NAF OF 18 � ::: �:: * BE REMOVED AND REPLACE ViTH PERVIOUS T.SHMMIN6 POOL■20'-0' �� ` , \ GRAVEL MATERIAL IN KIND(AREA. f354 SOFT) 2"U/G ELEG CND FROM AG. TO OP5 STRUCTURES TO f3F RI=MtnvED. U.DECK/RA=MS=5'-0' ARIIZUMI I BERRI\ , I6 0 :� ~:: 2" U/G VENT GND FROM P.T. TO HOUSE STACK EX. DI�ELLING tlb8 SQ.FT. �, .:: LOG.OF EX.SEPTIC 5Y5\ DWELLING NO /� �, H4"�0 �; :• •• � PUBLIC WATER Q$ ��/� F� �!�/_ To BE ABANDONED PER s GFI CONVENE�IGE RECEPTACLE NEARBY CONTROL PNL EX. LOT COVERAGE: t'tb8 50r-T.(14.21%) � + \\- TO REMAIN s12'A OAK TO ''''' .: LAND N/F OF ((Qc � � SGDHS REQMNTS,SEE � SEE DETAILS ON DWG,5P3 \•�V �$ � ` r ys BOXED NOTE,THIS DWG, \\ ' JOHN 4 TERRY GORGA \ + + Yw" BE REMOVED PROP05ED 5TRUGTURE5: $$• + + +•\� •�o�` f ��"�; DWl311N6 OSED LEAGHIN FRES ATER \* r y < s �,�•t141 OAK TO G FIELD 1684 SQ,FT. (t3.75�) + + TEST( ° .. " \a PUBLIC WATER PROP. DWELLING N ,, ABANDONMENT BY REMOVAL: t3o2 SQ,FT. 1 b6� �tETLAND BOUNDAI� + + + + +1 DBL tl2"�OAY,� HOLEr. ; BE RB•10VED \ PROP. WOOD DECK DELINEATED BY •` rkb + + + + + + \ To REMAIN n.5 � �: ,�r.- \.T EXIST.SYSTEM To BE ABANDONED BY REMOVING I (I) S� x 12A EFF. DP LEACHING POOL (t ) EN-CONSULTANTS ` '+ t 1+ + + + + t �+ �.(j •,t,, e fl0'0 OAK TO \ ALL RESIDUAL SEWAGE WASTES BY A LICENSED • PROP. COVERED PDR .14 ENTRY tfB SQ FT (iOIOAS) d� tJl LOCATION FOR 50% EXPAN5,ION SROM ON JUNE 2b,201 B-- ++++I **+*++++++++** !� 118' ' 18\..• BE RBdONEO \'\o CJ WASTE HAULl3Z,REMOVING THE ENTIRE STRWR RE(5), • MAINTAIN SEPARATION DISTANCES + + IQ * * + + + + + \+ / U%- BAGKFIWN6 WITH SUITABLE SAND AND 6RAVEL • MAINTAIN 5A5 GRADE 20' BEYOND PREGA5T COMPONENTS PROPOSED Lor COVERAGE: ±1 004 50.FY.(1551%) \ g} b+ + + + + + + .y \�� ` +iS? *\ MATERIAL,AND PROPERLY COMPACTING. • +6++ +++++ m+*+'(2)±la"m OAK *+*+ n \ \ SEE DETAILS ON DWG 5P3 J INSTALL ADDITIONAL COMPONENTS: + + + + 4TREE5 TO REMAIN +` 1 \ I * *_ + + + + + gyp; �� � I 1 - POLYLOK HDPE D15TRIBI.MON POOL(5EE 5HT SP3) + * + + + + 1 ` + t + + +�+* +++++++++++++ + EXISTING g "� 4 USE ENDGAP LEVELING DEVICES (TYPICAL,) . + + t+ + + + + + I STYFR DWEIJ.IN16 + t*+*+* +, + + + + + + + + �c,�o To s� EXISTING \ I SEE SANITARY PROFILE ON DYJC� 5P2 t i + t t t + + + + + + + g•\G`"��� #1420 11-1 x16.4 CON TO BE PROPOSED n ` �q 3'x6'COVERED PORCH ENTRY O +++++++ + X ++ w ++*+++++++ • FPL EL.186 SM M�REWORKED �, � W/STEPS 4 RAIL TO CODE, (S� + + + .+ + + t t + + + +�\* ` 101 5 Dye 18 SOFT. • r.. Q. + +++ PROPOSED 50' � �--• -- + + + +NON-DISTURBANGE BUFFER++ * .•Ib• `•, +��� --� : ��� .:' a,L r' +++ ++ + + AREA TO REMAIN + \ g\\-\%"/ r rc` '` 7; (� m NATURAL AND UNDISTURBED I� +�� ��+/+ �, N 5D. O� "/� \` " + + + t� + • + • + + ++ + u1 •': ` /F/+"/ ±14"dt OAK C7 � 5 '•• / \ `: + + + + + + + + + + `..'' 2 VACANT 60' o r �' \ 0 3`� : \ LAND NAF OF X + + + t t t�? + + t t ' y * TO REMAIN a <� O t :� 0` \ / x REINHARDT � + + + + + + t + ,+ +� � � � •' �.'.;' � D,5 "� .• to S25 54 20 E � � � � +*++ + + + + / �\ moo / �� \ oo MINIMUM GIRD 0 20' OFFSET DWELLING y� � , LL j + `+ IQ + + + \ �/ DOLE �o � r� �, FROM SAN 515 VARIES PUBLIC WATER 3� 15.00 X Z + + + t + PROPOSED DEMOLITION + � +�.+ + + + + + + + + /+ -12'�OAK TEST c''' ( I � O + + + + + + + + + • EX.DWELLING AND WOOD TO REM HOLE '� t EXP ' \ o PROPOSED �• /' + '+ + + + + + + + \ /+ (MAX ALLOWABLE GRADE DROP 15 �Q Q ` + 4 + + + + + + + i �+ �* STEPS TO BE DEMOLISHED � \ x175 ,�► \t , � \ 2 Q � 2 L � AND REMOVED \� PROP. POWER AND GOMMUNIGATIOf! WATER SERVICE GONNEr.TTnN• * * + + + + + ++4 ++4 + + \ /+ \ / - 5%WITHIN 20 OF SEPTIC SYSJ ►z + + + +4444+4 + \.+/ ���� •• TL AREA: ±TTq SOFT. / 3 2 6J tDp o o \ + + + + + + + G� LAND N/F OF x TAP POLE FOR GONNEGTION TO POWER AND `�11�Y EX.UTIL TAP EXISTING R TERLINE MAIN IN STREET. Q '+ + + + + + t + t + \0�., COLOMBO DWELLING 178x \N p� COMMICATION SERVIGE5,RUN UNDER 6RWO �OMUME-•1 11 PROVIDE WATER LINE TO PROPOSED O * + + + + + + + * * ti P PUBLIC WATER x + AN PIPE W/G.O., s, -� . 5 \ p r POLE WATT N + + + + + la 1 ETU ,s, y _ \� LINES IN COMMON TRENCH PER PROVIDER'S - �, ° + t t + + + + + \�+ d� dOxl 1. O-VENTED FAIR VENT TIED` `_ L, o REl�lIIR�IENTS 6 a / .: PROPOSED WATER INE SERVICE• 2 O RUN PROPOSED WATER LINE TO MAIN IN 8 w�� , . - 50' WETLAND FFSET LINE - - V . \2Q F,s o HouSE va�r sru� �� p ,;� ,c,, \ � / r � * + + + + �\h�\ PROP05W LIMIT OF CLEARING, �P �s/ 20 AMP MAIN SERV \O.�A\N `�_% 'may) �• , /fi r :R:.if. STREET,CONNEGT TO PROPOSED METER ZONE X * c++++ ti GRADING AND GROUND DISTURBANCE. FROM MAIN PANEL S$ /� : '�4 IN EXI5TTN6 VAULT AS SHOWN. m MEET 5CD05 AND 5GWA TO REMAIN W t WD DECK N HOUSE / `b � rl :r... , ': :; \ ' 1* +* }� D$.o 22A2' y/ /.�\� 1 Gc 'gyp LAND NAF OF :•:' r = �/ } F� BILGE \� MINIMUM GRD ® 5' ��MpaNrr �, ta' %Y,..� .... .. ZONE AE y ` \b2 : '� DOOR �N ARIIZUMI 4 BERRY RND 1 0 j /\�h��p�4�=`,`:e .; Q,f EXI5TIN6 WATER METER V& T. OFFSET FROM ETU DWELLING INSTALL WATER SERVICE METER PER W LU �-p,� */ ` �F h ti (MAINTAIN GRADE 5'BEYOND PUBLIC WATER �X.j N / :: y; ,� :'. :� x lc:- ETU, SCWA REQUIREMENTS }- TL 7) Cp Y ' 11 r. / SITE PLAN - o� A AA RATEDROP:36)RADE DOWN 00 E �:...; , ... : o l2) fl8"�OAK ��P 1� EX. S g ° , „ •I- -.. _ ,��; �A �. � 13TING TREES TO � UTIL Ir ,} X7^7 / :.:,,....:.•.:? ,/ `� EBL1A 11 \ REMAIN F /* k% POL 24./ / ' /t ,> ;' O E 161NEER: \ f /B L +�� ` RJD PIPE u o /X :\{�p``{.- y-' ' 1k 00 O TO B1=USED FOR •<<'',, ,�o, ` EXISTING CONDITIONS + \+�+ }�6 �,�� , 005�o S 6 1 IRRIGATION PIARPoSEs i -N 6 2 \ + z \,\ps- �Q. . ' _:At�•,^• ^•. -y..;�•.�c .•�Nay �j �� >' 'A S + \ t/ 4f'�p1' `�� I �cj` 1$�' zl $, ' . ,A;.1 :..-.: <.I Q��\ PROPOSED 4h WOOD FENCE71 -` `' AFPROX LENGTH: 60 7� 20 10 0 20 40 •�•�� � FND o x FND o , .v .'Y.•v•v / INSTALL A5 SHOWN 4 LF, LAND NAF OF 1' = 20'-0" 55.74 ~:: :=: ~: :.:.: t�STK 5TEPHANIE 4 WILLIAM C-4%A GRAPHIC SCALE PARTIAL F ROP05ED CONTROL PANEL AND BLOWER: /'` c ." J ONELLIV, , W Nos j�,! POST Ns55s'oa"W �, xwo • REMOTE HYDRO-ACTION OP5 GNTRL CNTR,BLOWER MOtINTFD :E 4 �" 3 PROPOSED PUEILIG WATER N .'. . � PERVIOUS 6RAVFl DRIVEWAY SANITARY SITE PLAN AND` ' RECEPTACLE owfl, `PROPOSED 2 ` IN PLACE of EX DIRT DRIVEWAY BEDROOM SANITARY 5YSTEM'GALL OUT,TH15 DWG. /� y �' FESS}Or\P • FOR MOUNTING DESIGN AND REQUIREMENTS, PROPOSED STORM DZZ LEAC44INS POOL, SEE PROP05M'H'FRAME DETAIL',ON DWG 5P2 ' Ib /� IS �f� � r 8')6'LD.LP, -, • SEE'CONTROL PANEL REQUIREMENTS'NOTE, y�/g\\.\ •" 5,N4tN 50 ':;`:::'::.::: 6�. JEFFREY T. Ell1TLER P.E. ±14"�OAK ..... ....::: IAA OWTS UNIT SIZING: THIS DWG. � .C� � z •, :. �i::::;:::;:� \k . LE:CENP: 51ZING PER: 15 1.5 0 15 " - 30 Q o . . %3 TO REMAIN � � '�:•:•'�:.:�� LAND N/F OF 1:14 Q PROPERTY LiWE UNOFFIUAL COMPILATION OF CODES RUES AND GRAPHIC SCALE I 15-0 10 12 14 + + + 16 r -- \0 JOHN 4 TERRY 6OR6A -J REGULATION OF TIE STATE OF NEW YORK TITLE 10 g \��y I + + + + TES �� �; \f DWELLING O PRINCIPLE YD SETBACK — . . . — DEPARTMENT OF HEATH.CHAPTER 11.PART 15. 6 , "I` + +++*++t++++1 EBL ilT(P HOLE 'A b �;EXPO PUBLIC WATER Q ' � ' OAK /+ STANDARDS FOR INDIVIDUAL ONSITE WATER SUPPLY ` + + + + : + + � n5 �y --1- .- PROP SANITARY PIPE —ss se AND INDIVIDUAL ONSITE WASTEWATER TREATMENT ` `• \� + + + 1� + + t + + REMAIN 0'. / 4 \v_ Z '7 SYSTEMS.APPENDIX 15-A + + + + +\+++ + I t + �� xll / 1907 s' I Z Q NOTE: U) DEMOLISHED OBJECT(TBW ----------- SECTION 15-A.6 SEPTIC TANKS FRE5HWATER ` t +IQ+12 PRJP5ED 50'* � ,�o 18.....'• DP 434 ' \o z }- •THESE PLANS ARE DE516NM TO + + + / �: O _ TABLE I: DAILY msi6N FLOW= TIO t6ALS/DAY/BDRM G,Of SPEY WITH S.GDN.S.'STANDARDS WETLAND BOUNDARY ` +b++ ++ +NON-DI5 URBANGE BUFFER + Q �� PT x�b' � \� �o PROP.STORM DRAINAGE PIPE — — TABLE 4B: APPLICATION RATE = 120 6AL DAY/SF. OVALAND DELINEATED BY `'+ + AR_A TO REMAIN * * 1�3 CON5TRUGTION FOR SEWAGFLANE + ++++ °E /IFFM / i x18 B s� a � EN-foNSULTANTS + + + NATURAL AND UNDISTUZBED ' PROP 1116 WATER SERVICE w I/A OWTS UNIT CALC: THANVI5PC6ALSING SYSTEMS FOR OTtIB2 ON JUNE 2b,2018 I ++*+ +++ ++ ++ + + + �K. + "�/ 1•+-iOf ffw YGW CISl' THAN SINGLE-FAMILY RESIDENCES- + + + + + + �� �`� N O EXISTU'16 WATER MAIN w FOR A 2 BEDROOM DATED 12-2q-2011. + + t + ,��+ I-- z O &LONG I,�ANn + + + + +. + + + +� + + . P05EU �" o. I- Q ! QC 51NGLE FAMILY 1RE51DENGE PER 5.G.D.H.5. •OWNERS AND INSTALLERS ARE TO + ` } + + i + PROPOSED FAST1146 OVERhEAD UTILITY LINE= -Y, —u —o —:: - • PROPOSED SANITARY DESIGN FLOW: 220 GPD FAMILIARIZE THEMSELVES WITH ***+** + \e �+ha• + + + + + BIL x14.4 . �� �� < u{ {(� Q * + + + + * NT. 3Scb COVERED PORCH ENTRY OWN('R CARE OF SAN. SYS: �' W I 1� IL 800-212-44801811 SECTION XVII -GENERAL W/STEPS d RAIL TO CODE FORMULARIZE ONC�ELJ^WITH THE Q KC •• 2 BEDROOMS 0 110 GPD/BEDROOM= 220 GPD + + + + + � BSM ENT' 4 �i PROP. E N EGTRIGAVGOMMINIGATION REQUIREME•IT5,XVI.2-I/A OWT5 `� \ t t t t 18 ,FT', ��' • SERVILE LINtES: �, � � � • �A)HYDRO ACTION WASTE WATER TREATMENT PLANT �` + TREES T0,REMAIN Z •• USE MODEL No.AN400,GRAVITY SYSTEM MINIMUM DESIGN REQ'MNTS AND 0. '• \ '+ + _ / ` /e MANUFACTUR,E5 RECOMMENDATIONS FOR W� Z www.dignetnycli.com .. TOTAL TREATMENT GAPACITY: 450 6PD �. + • r V / CARE OF 5ANITARY COMPONENTS, SECTION XVI.b-ELECTRICAL t t + + t + + + t + 18• � O or www.call811.com + + + + + + + + + / . _ PROPOSED SANITARY SYSTEM: HYDRO-ACTION REQ'MNTS. THE AFORE MENTIONED (for other states) AA OWTS - •• TOTAL WORKING CAPACITY= 1,215 GPD S7 O COVER TO GRADE �AG + + + +*+++'� ++ +++13' + ++ \ / / ERECT GON5TRUGTION FENCING,15BEYOND + • ' PRIOR 70 ANY FUTURE 517E WORK Y5 •• FLOW RANGE=50-450 GPD SECTIONS OUTLINE MAINTENANCE AND �, +�+ d O i,COVER BLW GRADE �_,A0 ` •• LIQUID SURFACE AREA: 34 SOFT. CARE OF INNOVATIVE AND \ + y + + + + + + + + + N THE PERIMETER OF THE WASTE WATER �J _ By law,excavators and contractors •• SEE DETAIL FOR INFORMATION,DWG 5P2ALTERNATIVE ON-SITE WASTE WATER + .++++++ ++ +++ �� 7 REATMENT UNIT TO PROTECT THE '`--' ~ working in the five boroughs of New York �}� EXPANSION •• MAINTAIN REQ D 5H'ARATION DISTANCES,THIS DWG TREATMENT SYSTEMS REQUIRED BY + + * raP� '` Z f-' N +++ + , O + + + 1# + �, / COMPONENTS VEHICULAR DAMAGE. City and Nassau and Suffolk Counties on POOL POOL 1t5T HO1J 5.G D.HS. o + + + , .1\ + + + + O V -I (� I Long Island must contact DigNet, �, �,l �1 S o , F + - + '�+ ++++ *+* e ++ / 2 STORY FRAME DWILING N O O m CONTROL PANEL REQUIREMENTS: -� • + + _ IL 1-800-272-4480 or 811,at least' east 48 hours ��LPA/ ��ExP% �STM6 IN POLE `� 7 Q * +++++* + +*+*+\� 14 \�/ W/BASEMENT O but no more than 10 working days �' 1.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON SANITARY LEACHING POOL SIZING: `�,1 •'�v', +*+: t* +_"O + + + \� e , F.FL.EL = 23.0,2 BEORM F�C% REP' No.: Q N N r A SUITABLE PEDESTAL WITHIN VIEW OF THE SYSTEM w (excluding weekends and legal holidays) PER S.CDJ•4.5.DIV151ON OF ENVIRONMENTAL QUALITY �, + + + + O�j► + +++t+t+ + t� THAT IT SERVES,GNTRL GNTR AND BLOWER SHALL BE prior to beginning any mechanized digging PIROtb`�STORM MANAGE 51RUGTUi x STANDARDS FOR APPROVAL OF PLANS AND CON.S�TION FOR .� � + + + + + + + ,� oR•� LL ,• MOUNTED 35'ABV FINISHED GRADE{MIN)OR ABOVE �+ >r\�° + + + +y2 Q�/ t J EXISTING I STORY FRAME DWELLING or excavation work to ensure underground STORM I ATER LEACHING POOL i SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES \y 4* *'• + g+ + + + + + + + + �/ t TO BE DEMOLISHED AND REMOVED O N BFE RU5 2,0FREEBOARD WHICHEVER 15 HIGHER. t� + p� O , OATID, DECEMBER 2q 2011 - + + + + + + + + + + lines are marked.Excavators.and (5M DHS•FOR COVER REQMT5) �1; �.I 2,EXTERIOR PANEL(NEMA 4X SPECIFICATIONS) \� 2 \ + + + + + + + + � � 1 ALL MATERIAL/DEBRIS TO BE HAULED To Q I _� Z contractors can also submit locate \._�/ 7 O \ �* -• + + + + + + + + + P��' AN APPROVED UPLAND SITE (I,� �p PLACEMENT EyAB1E5 THE SYSTEM TO BE SERVICED AT . + + + + + + + + IA tL9 U requests online,through[TIC.If you do not O OPEN DOVER TO GRADE REQUIREMENT PER TABLE 4: �` N � � � ( O � ANY TIME ELIMINATING THE PEED TO ACGE55 THE o * : Z currently use ITIC,please cal! ® SOLD COVER TO GRADE INSIDE of THE BUILDING MIN. LEACHING 5Y5.FOR 2 BEDROOM RES. PROJECT O \ `% ++ ++++++* *++++ +y��E 50 WETLAND OFFSET LINE Q r--- ------- Q 1-800-524-7603 for more information. C;SOLID COVER BELOW GRADE 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO MINIMUM SYSTEM(300 SQ FT SIDEWALL AREA) W \� +1++ + ++*+** * 6�\ I V�' PROPOSED LIMIT OF GLEARING,6RADING EXIsTINS PREVENT GASES AND MOISTURE FROM'REACHING THE MIN. 50% EXPANDED SYS. (450 SQ.FT. 51DEKALL W � +:+ �\5j\N� Q � AND 6ROUND DISTURBANCE. SEP j O For safety reasons,homeowners are SPOT ELEVATION xb.o CONTROL PANE-OR.UNCTION BOXES.; AREA) - \�' ZONE X , �+ + FINI5f®FLOOR ELEVATION FFLJEL= ZO21 strongly encouraged to call as well when 4.SYSTEM SHALL BE EQUIPPED WITH A F9JNGTIONIN6 � + planning any type of digging on their 6ARA6E FLOOREII:YATION 6FLEL. PROPOSED WARNINS SYSTEM WHICH WILL ACTIVATE AUDIBLE AND SANITARY LEACHING POOL DESIGN: + • PAGE' ELEVATION property.Homeowners can contact us SPOT ELx40 VISUAL ALARMS THAT CAN BE READILY SEEN AND v directly at 1-800-272-4480 or by calling HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. SYSTEM REQUIREMENTS= ZONE AE \A � \�2 PROPOSED Board of Trustees Southold Town EXIF.XI5TI%CONTOUR -� 5.PRESSURIZED MUST BE EQUIPPED WITH R CONTROL 300 SQ.FT L EAGHING AREA/25.0 5Q.FTA ERT FT = 12D VERT FT -P (EL 7) PROPOSED EROSION CONTROL MEASURE: SANITARY SITE PLAN 811,the national ca!!before you dig 6 PANEL WITH MEANS OF CONNECTING A PORTABLE USE : I - 8'0 POOL X 12,0 EFFECTIVE DEPTH W PROVIDE 51LT FENCE BARRIER 6 DRIP UNE OF number. For excavation work completed on STING CONTOUR GENERATOR TO OPERATE THE SYSTEM DURING A personal property,it is the contractor's TO BE REkIORKED, '''••••• . • W \ TREES(TVP OF 3),5M STANDARD AND � • ••b•••••••'" POWER OUTAGE. LEACHING AREA REQUIRED = 300 SQ.FT.OF SIDEWALL LEACHING - SPECIFICATIONS FOR PROTECTING`VEGETATION responsibility--NOT the homeowner's--to 6.ANY BLOWERS LEGATED OUTSIDE OF THE IAA OWTS UNIT ' contact DigNet.Having utility lines marked PROP05M CONTOUR MUST BE PLACED ON A PAD{GONIGRETE,PLASTIC OR LEAGHIN6 AREA PROVIDED = 300 5Q.FT.OF 51DEWA1.L LEACHIN6 LAND N/F OF ` DURING CONSTRUCTION ON DH5 SP4 SP2 prior to digging is free of charge. b FIBIERGLA55)AND HAVE A SMZFR06P ENCLOSURE COLOMBO10 40 COVER LOCATION FOR 50%HAS BEEN PROVIDED DPIELLING �� 26RAPHIG SCALE O 20 1" = 20'-O" 5 DHS 6EB9QVAL AREA: PUBLIC WATER of 4 - I SCDHS SET i. (2)2x8 x(LENGTH TO SUIT)ACQ O — I.q' o PROVIDE 20 AMP BREAKER HORIZONTAL GRo55 HERS lT'YP1 W MAIN 20 AMP BREAKER PUMP/GOMpRRE55ER POV�R GIRGUIT I ~ IN PROPOSED BUILDING FOR 6 G 11 rn .. a" . GB1 MI — SIDE GUT OUT TO A66EPr USE 6A 1. GWASHER o HEAD Q� I 1 PROPOSED I/A OWTS �J� 1 AK-080917-1 I L L K SPI SPRAY PUMP RArIttGS: �a POLYLOK SEAL PA No"I OYP a FAA.POST) � I/A oars � me � � ¢ � � 14x 12 � LI to FUMY PUMPR IN n TYR40PLCS. ELrTTRICA ® ® ® ® F� INSIDE LID VIEW of 4 z N MOTOR 15.0 FLA ~3' r� 12w x 144t I NOTE: ENCLOSURE HINGE TO THE RIGHT H � IM,F BOX C(/1'f C/IY1�L.li ON ON ON ON ON a n i N NAVY GONER PM"I-G20 J ® I I` V 6'TALL RISER PM 3Gb9 4x4xb'L6 AM TIMBER P05T • 8 8 8 8 8 �. A GB2 M2 GSR b LOOPS O 12'TALL RISER P/K 3009-R12 MINIM�UcM�GOVE�R,p3�b�'6ELO�W�CGTRCADE THE C04MM PAHL BOX Zc Zc ?O ,c 1Q �+ "'.1. p p ® � w(, n (�� (�o(� (�[� O INCASED 1N PWIV-✓GQNCJIV-1�-IK I MW BEI alISM OK I OFF OFF OFF OFF OFF is 119, wl Q91 P19Y J O 6-JL" K RPI REGIt2C NJI�P RATINE�, 4'ROTOFLOW EQUALIZER PM 3050-4 A SuraeLE P�ESTa1 Wmxa FLW AN115\ �� 12"DIAMETER SONOTUBE.( YPIGAU VIEK OF T E 5YSnN VAT Ir I ''W`' 150 FIA I q®,. o�r��ml DISTRIBUTION BOX DTL I �.cour,:a 3Y A � CII 5HI1LL BE M�I1HT82 35'/iBYih [� N N MOTOR MATERIAL ttDFE X ^eovE elrHM90 611a Is 10 OR I �' ® ® ® ® o OR : NONE mom IIdD®� +� � � I(� SGAJ.E: L L\ AR RIM rV111146 4S 0 1 11 3 L2 O 6133 M3 �W 3/4HP 8 115V 0 0 0 0 o c I y i i r N MOTOR 15D FLA. ®0 ED ED ° ° ® . 1 �•taeEts vri ;/uTsoe OF uo---------- GRADE sis sta ats GB4 \ \ � �z�,,, , � � � �ra�,_c-� c>� �__ s=@ � � �b . � �'1 G Y __DRY GI COMP.aAnN \ \\ I \\�\\\%�\ 1 \\\ 0 0 0 0 0 o S 8 60 �1 P 114W a 115V Old MOTOR 5.4 FLA N tom' o 0 0 0 NOTE: ALL MOTORS MUST HAVE "� p ® $��� INTERNAL OVER PROTECTION. '� to ELECTRICAL i SP1 N P1 N PI N CI N 1 2 3 4 5 6 2 � ; REO(Ct51�:�{�,it€�� AmSER(RECIRRC CREm(M&MRr� ELEC C FWA­) ) SMP) f�f�MP) SCHEMATIC DIAGRAM NOTE„ BLU I 2 LRI-G2I RFJ2/WI I M1 PROPOSED 'H' FRAME DETAIL • FLOAT SWITCH TO W RATED 2 AMP AT 120V MINIM)M. _ MAIN PANEL DI5GONI�GT MUST BE PROVIDED �U I 2 LRI-Q2 PINKMIH M2 (STRUGTU2E FOR I/A OI^LT5 CONTROL PANEL MOUNTING) 13Y INSTALLER. SCALE. NOW DASF®LINES INDICATED ITEMS NOT PINK/WH CONTAIN IN THE PANEL. A ------- -- • REQUIRED TORt2JE FOR TERMINAL BLOCK REGIRG RUNNING ? - SCREWS 15 16 IN-LBS. KH T \ O o FIELD WIRING MU5T BE A MINOW OF 60'G BLU I 2 LRI-GI3 YELMIH ht3 FINISHED 6RADE o COPPER WIRE YEL" CONCRETE Z I EACHING POOL CONSTT� 110N CRITERIA: G MICR RUNNING COVER 2, 1.FOR AREAS ON SAND AND 6RAVEL.THE DE516N OF BLU I3LRI WHT THE LEACHING POOL SHALL BE BAS®UPON A MAI LEKA416 RATE OF 5 6ALLONS OF SEWAGE DAY PER 5F.OF SIDEWAiLl.ARE-A LRI-04 GONGRETE %\� 2-LLEAC,05 POOLS ARE TO BE CONSTRUCTED OF BLU RED f 16 PLG INPUT GIfIMNEY 2D` ��� j PRECAST REINFORCED CONCRETE(OR EOR S N3^l 20 AMP,I POLE BREAKER LIGATED TO FROM UTILITY eRory F m MIN \/\/\` LEf,CkNN6 STRllGTURC�,SOLID'DOMES t/OR SLABS ti F 0to BLU A5-I PINK ��//\ -- _ 3.LEACHING POOLS SHALL BE A T�INIMM of lO'W PROVIDER INCOMING m 3 }{YDRO-pIGTION GONTRDI. P ^� /\\ ® 44.AACCE55IDE IAMEER OPBUN9 WITH A Kk DIA OF 20'SHALL h•+ RUN AUD, /\\ MIN 4'PIA. ® I =' BE PROVIDED IOR EACH POOL 120 VOLT,I�GERVIGE TO SERVE I r BLu 5 b RED ALARM APPROVED ® I 5.ALL CovE25,WiEa NOT REQUIRED TO BE BRa&f HYDRO-ACTION GONTROL PANEL METERMINEO w I PIPE PITCH ® TO GRADE,5NRL BE OF PRECAST REINFORCED (2;6,16 IN I'PVC,PIPE) BY OTIERS) ORG BRN Y8"PLS I'-0' ® CONCRETE(OR5ZAI).Co�OVER TIP ARE NOT ® PERMITTED G NWA \\\\\ 6. ALL CAST 9%COVERS 5 0a BE SET AT FIN. HYDRO-ACTION HYD RO-ACTION UTILITY !/\\// ~ GRADE, " I/A OWTS MAIN BUILDING SERVICE "" 1'E5T 8E LOGI:IN6,WATl9RT16Hr,IK56GT-PROOF 4 AERATOR 3'MIN. 3'MIN I \% APPROVED Fa ELECTRICAL CIRCUIT BREAKER METER ,u//nn/nr ALARM I GOU.AR COLLAR /\;/\ I CONTROL PANEL PANEL oRc U�U U � O LIGHT o 121a x 14'11 Q O 7- _j u' RED BLK I ®® ( ELECTRICAL NOTES: __ EXISTING GROUND ROD1. BURIED - Q ®® /�\//\\ ` r MINIRM OF2 4 INCHES BELOW 6RADE• L BE A BLU ENABLEUj I 1 PLG INPUT ®® \// I ACCORDANCE NTH WL 2.ALL EL.EGTRICAL PORK TO BE P82F @1 _ __ O O I n ` N '"�, w I __ . \,�� , _ .. _ _ . . 8'-0• - m ' 3y MIN TO - ELECTRICAL ONE-LINE DIAGRAM PPI OR SUITABLE COVER TO GRADEREC OVERRIDE \\ GROUND WATER l i L BLU 3 r'I 12 PLG INPUT ''� SCALE: NONE .. I -t GSR01 LU NK �`BLU IQ PLG {NPUT (BAGKFILL�r�O GLEAN SAND R DEPTH _z� I -- SEWER PIPE w AND GRAVEL) NOTE:WTIONAL CLEM OUTLZ SHALL 5D`'ELBOW ~� TAN `t' BEPRUVIDED IN IKTT3RIOR OF BI17rS, TYPICAL �I 005E 17 PLG INPUT - _ - NO P1 N P1 N P1 N CI N 1 2 3 4 5 6 — I `�TRAP`SAI L BE PROVIDED EXTERIQR GING-1=R: Y I PER IRE 2015,P3201.4 CLEANOUT d `� BLU DEMAND EL TI urs. �P�� T. Y g s s SPRAY TAS 01 PLG.INPUT TYPICAL SANITARY LEACHING POOL (LP) .': 1 NOT To SCALE I FOR r s ccATm IN PROPOSED m Lu o _ W W wl GLEANCII ()L TRAFFIC AREAS, 1 3' a w v 50 F G 3 3 BI R a a a w V PROVIDE WITH TRAFFIC BEARIM FRAME AND COVER 2 STY 2N U z 2.FOR USE KTH BUILDING FXTLtIONS/CONNECTIM 2 BEDRM OvLe r U U S y 2 U 2 3 K K MAINTAIN 596 GRADE= FFLFl.23D' �p � L)IAGRAM A MAXIMUM 5As SHALL 13E MAINTAINED FOR A MUIIMUM of 20'HORIZONTALLY -� IF A P15ER COVER WEIGHS LE55 THAN 60 LBS A SECONDARY W/BA5�1T �OFESS1O CONNECTION FROM THE NEAREST E06E OF THE LEACHING POOLS BEFORE:TAPERING OFF REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 to SAFETY UD OF DEVICE SHALL BE PROVIDED. TO PREVENT SEEPAGE OF THE LEACHATE THROUGH T 14E TOE OR EDGE OF THE SLOPE(8wATES TO Mmmm DROP OF 12'OVER 20'HORIZONTAL) PROVIDE GONER JEFFREY T. E>tJ rLfBZ,P.E. WHEN REQl11REE2 TO BE SET AT FIN.GRD: PROVIDE GONERS: 2'4 Pv1G 4Q' PROVIDE GONERS GONTRAGTOR TO PROVIDE USE HEAVY DUTY,WATERTI6HT, WHEN REQUIRED TO BE 5FT AT FINIS} GRADE USE: b9CrPIPE Q PRO NOT RE�JIR®TO BE SET AT FINISHED GRADE USE, 25 N,Y05 OF RATEABLE SOIL FOR IN5EGT-PROOF AD.ISTABLE AND LOOKING •THERMOPLASTIC,GOVER9-LOMN6,WATERTIGHT, HOUSE TO J CAST IRON FRAME i COVER(CAMPBELL INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR 5E3�IA6E ItouSE SrACK . . O •PRECAST REINFORCED CONCRETE COVER(OR EQUAL-) THE PURPOSES OF REPLAI INC 1182 G OR APPROVED EQUAL) USE E HAVE W PROTECTION PROPOSED �-+ ,- LkWTABLE SOILS WITHIN THE 6RD® BLDG = EL. Ib.B' I-- ° EXI5TIN6 GRADE OVER L.P. PROPOSED LEACHING POOL COLLAR.' (Z, Z ° 397 AL. TANK NITRE EL 1434'MAX PROPOSED 6RADE PROPOSED GRADE OVER ATU 0 EL. 18.8' G.o. � Z T RED U N T `��ij\ij\\i/\\i/\\ij\\/\\/\\/ /\\/\\/� \ \\ \\\\\\\ \\ \\\\ \\ \�i,\i\i\i\i\i / / %\/ / ovr3z DP a a.1arn' \ \ \ \ \ \ \ \ \ \ /i /i /i /i /i /i �' i /i/i //i/i /i /i //i /i \\ I-� 0 O CO Z-- ° RE- .,\\ \\ \/\/\/\/\/\/\\�\/\/\ /\i\i // // // // /i /i / / / / / / / ,� /i /i /i /i /i /i r rye/\i / //\ `r \ \ \\\ 7777\\ \i\\/\\/\\i\\/\\/ /\\/��/\\/\\/\\/\\/\�: /\\\\/\\/\\�\\/\\/\\/\\\\/\\�\ //i z \/ / ,EL.I8.0 / / / / / / / / / /,. i./i.✓i,/i✓�,/�.� \ \ \�\/\/\� /\/\/\/\/\,015TR11311i1ON \ �\,\\,.\,\ \ \ \ \\ \ \ ., /\/ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / Q .t x ,�\�� �\��` TD.SLAB: EL. /�\�\\/ /\//\//\//\// �• 11..1 • • ° �i\\6 175 TA.'SM,SOIL RIBBOW�\ % / i i i /i \//\�//�//\\//\\//y�\//\\//\\//\\//\\//� / . / / / / / ,/ / / / — ° ° 1 1 I 1 1 1 i I I I I C i\/\ \/i\/i\/i\/i\/i \ EL. 1655 �!�\/\\/\\/\\/\\i SOLE \\ \\ \\,.\�\\�\- F uta N �I ---------- .!�\/.,��/�/\\\�\r\r\i.\/\� DP 11 \ \\ \\Ex r0®. ° I ---------- \ \ \ \,\, NON-RATEABL501E I B.o.51 AE3: 9. Ibbl' 4- F_ II // //\// 4 SD 35 FORT PIPE, i///\//\/ I— 1 .// / // // i ��/ 0 11 ��/�/.�/,�/.�� \/\/\EL. 11.0' \ I PALE SILTY EIRW SAND` i \\.\\\\ \\ .,��i\\�O E AG. i` 1 I i lE® PT. ,;.. . D TO PT, 10.08 LIN.FT,�\\/\\/\\iQL i B o.Pool %/i\� r\\/i\ \/i. I1 I II I 1 1 1 >�"' MIN.SLOPE =Y4' /LIN FT \//\\//\\//\�\\//\�\\ O.INV® �"� Q- m fY • I I I rr SHAM BE REMOVED ee EL 16.08' \�\\moi`i\\i�/\�= EL. Ib�b i II I I J ��. II 11 U ;,- H.. Ib:i _ . _ i\y�/%/%/%/%//\ LP IIIIIIIIII ; I O.E.o = LAGER W/RATEABLE LEACHING POOL I t , I I i 1 EL. 1638' ��\�\\//\\'1\',M1\�'\�'\\/ II III AI °CI I I I \j\\//\\j/\\//\\j� ';i ;1008 LG x y4 252 /\\j/� NATIVE j/\\� DN�q-G. = Inv O (, Q I SOIL 5h1'OR"5P'FM \ /\//\ \ \ \ \/\/\/\/\/. :. 0.21' MIN SLOPE ./\/�UND15ruRBm\//\ EEL. I6AI Z Z ASTM STANDARDS 4 OF V I.E. - EL. (631 I I ,III / ��\j\\/\j\\/ \,�\,�\,�\,\\ ` \\\ \\ � O PLG GNTRL t'IV W/HP80 00MP R I EL.145'-B.O.'SN1'SOIL RlBBbTt' ' I I I I I I I I I I °I I 4'0 5DR 35 XPORT PIPE, /\\/\\/\\/ II I! I NATIVE i\ : ' i\//\/j\/j 501E \//\� O AND BLa�t TO BE INSTALL®REMOTH.Y , , 1 1, , \/,\// �•�• t1NDI5TU2BED\\/�'j /\\/\\/\\%\`%\%\� \\ \\/ Q MISG.GONNEGTIONS TO BE EL 145'-L0.5C 501E RIBBON j j p�yGpF{r STANDARDS FOR APPROVAL OF I I I I I I I I I I 1 I I FROM AG TO DP, i\/ II II p�[$ dPAT1�1T SOIL (SEE 511E PLAN FOR PROP LOG.) POKER LINE AND \/ \/\/\/\/\/\/\/\ p (n MODIFIED AS REQURiA TO ACCOMMODATE REMOT>= I I I 1Ip►�-(ZgTEf,BLE SOIL I PLANS AND GONSTRUG110N FOR SE ASE I REPLACE I I I ' I SDB LIN FT MIN SLOPE % II II 'll'�1N� \\�\\�\/ i\/\/\/\/\//\//\//\ 1_0rATION OF OPS CONTROL GETTER AS SHO YUI ON BRW CLAYEY SAND I oIW05AL SYSTEMS FOR SINGLE-FAMILY I UNSUITABLE SOIL W/ I .I I I 4'f SDR 35 )VORT PIPES FROM �'/Ux FT 11 II I I � � — — — — — — — - TYPE SP OR SW PER DP 10 LEACHING POOLS 5D8 L6 x1b - Ob4 - I1 II I I II 11 \/\/\i0 V_ 0 �y t slrE PLAN i 'SHAM BE REMOVED a RESIDENCES, I I °I I bit LIN FT,(WORSE G pSEJ 0:05 MIN SLOPE I N REPLACED W/RATEABLE ASTM STANDARDS \ \ \ SOIL 5W'OR 5P'PER SECTION 5-IO6A.4. I. I I \ \/ 7 C I ASTM STANDARDS *0 INSTALLING LEACHING STRUCTURES MIK SLOPE =y"/LIN FT O C1� ' t1NSUITABLE 50IL S SHALL BE REMOVED IIIIIIIIII I �/ / D ECEIW _ O 6.66•LG X 16' = 0.83" = O.OT MIN SLOPE - _ \%/\\�/ O r PVC,VW t N I I III I J .� AND REPI.AGl97 WITH t�Atb AND \ tflE INTO BL06 VBtf STA'.K) � /\/`� ` /\/ � BA CHAMBER a EL 11.4 6.0.1'. .6 EL 115'-BA'SG'501E RIBBON\/� 6RAVFi,AGGEPTABI E TO THE \\//\//\//\/ /\//\ //\ \ \,�\,�\,\\,\\ \\ \\ \\ ®PT Aht4Od s �j /\\j/\\%/\\j/\\�/\\//\\//\\//\\ DE'ARTMBJT,A THREE-FOOT COLLAR i\�/%\�/% NATIVE SOIL //\\//\\/��`/ •• INSTALLATION ..° .' ++ II - /\\/\\/\\/\\/\�\\/\\/\ i �i�ARBD TR&4'Ill'T LJRiTT SEP 3 2021 O Q O 1 I II II /�\/3'-0"RA\TEyAB\I E/ �IN6 DOW INTO A MINIMUM OF o \ \� TYPE SP oR 5W i\�\ �UIREMENTS: I I 11 II 111 \\/\ \ \ SIX-FOOT STRATA OF AGGEt'TABLE C4 \ ro BE RETURNED \ I I I I II �� I II \/ / / SOIL COLLAR '\//\ SAND AND GRAVEL. ��/��POST EXCAVATION �/% Town 1.11E I/A 011 TA MALL III I I %////////r//`///`///`//�/i//// /i���i�/i�!i;</i;/i;�/ice/i. Board ofSouthold Trustees BE INSTAUM AT LM IN U I I II '�y®j�j II 1) \ ALLDIREGTb1L5MITNA Ili II ��\\ \\ \\\�\\\\ \ �\�\\�\\�\\�\�����\��\\ Board of Trustee Z MAwNur1 roLE3eANCE 1N 11 Ck /\/\/\r��\�\�\/\ /i /i /i / Ea \� DIRECTION SOF d of c(1 P.T. II II N '�j\\/j�! TYPE SP OR SW y//\ //%//%//%/�\//%//%/ P www.dignetnycli.com U �A, «�A \\ \\ \\ \\ \\ PROPOSED SANITARY RISER DIAGRAM �f I�w Y �cm' &�GtJI I�ANn ] 'Y'1� TMIPNT°1C '� \\/\\ TO BE RETURNED%\\ `//\//\//\//\//\ MINIMUM 3aNCH 8t37 I II II //��POST EXCAVATION\ \\j\\jj\jj\j\`/ or of PRaPERLY Lt'JETJ� TA�v I / , r v� ' / r / / / INNOVATIVE/ALTERNATIVE ON-5 WASTEWATER TREATMENT SYS. i-7 www.,her stater.) .com AMD GOt1F'AGtED SIAND I I 1 II 11 \ij\\//\\/�\�/�\\//\\//\\ \y//�j j\\j\ CJI 800`212-�4�80 8l I (for other states) PAGE: M F�wf RocK� I 1 /\\/i\\ \ \ \ GRAVITY SYSTEM PFA 6RA1�3. I I 11 11 II I j\/\/\/\/\/ \ B D.POOL a EL 481 y/\//\//\j ;,j\j/\yj\j/\//\//\ \//\//\//\//\ B law,excavators and contractor$working In the five For safe reasons,homeowners are strongly 1 I I / / �\\ /\\\ \ \\%\/\ jj \ \ \\j�\\j/\\jj\jj\ x '�� boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of on Long Island must contact DigNet,1400-272-4480 or 811,at digging on their property.Homeowners can contact Crt least 48 hours but no more than 10 whrking days(excluding us directly at 1-800-272-4480 or by calling 811,the \ \ weekends and legal holidays)prior to beginning any national call before you dig number.For excavation \//\\//\ SP3 \\ \ \ \ \ \ \ \ \ \ K mechanized digging or excavation worn to ensure underground work completed on personal property,it is the \/\ \ \//\//\//\//\//\/ \i NATIVE \//\//\//\//� knes are marked.Excavators and contractors can also submit contractor's responsibility-NOT the homeowner's-to HYDRO-ACTION WASTE WATER TREATMENT PLANT \!�\;�\\��\\��\\ \\��itoDD /\\%/\\/\\j/\\j/\\\j�\ \\%/\\j/\ \ \ \\�uND15ruRBED SOLE i\%/\��\\%/\�j� locate requests online.through ITEC.If you do not currently use contact DigNet Having utility lines marked prior to /\\\/\\\ /\\�\\\ \\\�\\\\\\\ �i \�\\/\\/\\/\\/� ITIC,please call 1-800-524-7603 for more information. digging is free of charge. MODEL No. AN400 (GRAVITY 5Y5TENU \/\/\ . \\/\\/ \\\�\\/\\/\\/\\/\\/� • �'�CAJ.E: NONE \/\\/\\/\\/\�j 6RGUND WATr3t EL•I.0'PER TEST HOLE /. -:'j/i// / / / / / //\//\//'HI61E5T EXPEGIT�GROUND WATER EL I D,j�//\�///i!i \:\���/\�/\ SCDHS SET I I FLUSHED BRADE _ STANDARD AND SPECIFICATIONS 50' MIN, WOVEN WIRE FENCE (MIN. SYMBOL, =}II=111_1 I -III: EXISTING 141/2 GAUGE W/MAX,b" MESH SPAGIN6) X X FOR PROTECTING VEGETATION DURING CONSTRUCTION P� MOUNTABLE BERM(OPTIONAL) PAVEMENT 3 36" MIN.LENGTH FENCE P05T5 BLDG.UNLESS :''' ;...: .7' Tii. FROM � � 10'MAX. G. TO OTHERWISE B. Planning: G' DIRECTED. y, .:v;:{ .M EXIST! FILTER DRIVEN MIN. I6 INTO GROUND. A i * 1) :�licr engineering pious(riot map:)are prepared. GROUND CLOTH ADJL15TABLE CURB BOX C another licld rev Lew should take place and ✓-BINGHAM It TAYLOR ,y > r, r.4.,, •- ,. recommendations made lir the vegetal ion to he 50' MIN. '`* saved. Rlinor adjusnnent;in location of roads, i FIG. No.4.401 BUFFALO1" .- ` TYPE COMPLETE OR ;� ,ri ✓' dwellings.and utilities may be needed. l ELAN VIEH `y= ; y 'JK' Con:miction on steep stones,erodible soil;. O ccrs +vctlantls.and strcarns should be a+oidcd. z 1 W 4< HE16M OF FILTER J APPROVED EQUAL. should be de EXI5TIN6 Ib" MIN. `* k'. ' '•w�;,; :+r,•; 2)• GROUND W •,, CURB STOP HUELLER ��P:�.«"� Pt+d.ask �. - �,✓' :it t lr.... • �}-15204 OF 2) :1rr;u to be seeded. planted should hr C(� PROP05ED I WATER SERVICE APPROVED EQUAL. ittauilied. Remaining vcketation shouh!blcuxl ZL` PERSPECTIVE VIEW � t(� y W •V � •� (COPPER PIPFU• with then surroundin•<and or provide;pecial 12'MIN. EXISTING r Definition hntetion such a;a filter strip•hufTer ytmc.or PAVEMENT GONSTWIGTION SPECIFICATIONS o ;creep. I. WOVEN WIRE FENCE TO BE FASTENED The protection of trees.shrubs,ground cover soul Dater SECURELY TO FENCE POSTS WITH WIRE TIES 3b' MIN. FENCE POST 0 vegcialion from,damage by construction equipment. 3) Trees and shrubs of special seasonal inicils ;uch z OR STAPLES.POSTS SHALL BE STEEL EITHER WOVEN WIRE FENCE(MIN. 14)'2 � 'T'OR v'TYPE OR HARDWOOD. GAUGE W/MAX.b• MESH ® � L I' SERVICES (5� PLAN as tlo++cein;:dne+vood.rest maple.iabl,cd manic. 2. FILTER CLOTH TO BE TO BE FA6TEiED SPACING) W/FILTER CLOTH } CORPORATION STOP LLER Purnase shad icoberg1.or sh K-ide.and+a d wa potential CONSTRUCTION SPEGIFIGATIONS a,t FOR DESTINATIONS) shade trees shoa(d tpe idcntificd autl ui;rl.+;d fir � SECURELY TO WOVEN WIRE FENCE WITH TIES to v H-15000 OR APPROVED EQUAL ilio preselvc existing vegetation determined to be important special protective treatment as appropriate. I. STONE SIZE-USE 2 STONE,OR RECLAIMED OR RECYC.LEP CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. D cv S Fj WITH APAG FULL BODY SUPPORT NOTE: for soil erosion control,water quality protection.,bade. 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINSLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WII;F,12 1/2 GAUGE,6" _3 `� � � � 75 5eCCl`IInI,L'.billet's.++ildlitc habitat.uethnuf notcction,and MAXIMUM MESH OPENINS. FLOW INSERT SERVICE SADDLE / 101. ALL WATER LINES 5HALL 1 ' 4) Trees to lie cut should he marked on the plans. H' 3. THICKNESS-NOT LE55 THAW SIX(b) ING-E5. �i- F: UNDISTURBE BE 4'-6' BELOW GRADE. other v aluti timber ran he removed fir salable product;.a 4. WIDTH-TWELVE 02)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WiDTH AT POINTS WHERE INGRESS OR ESRE55 OGGUR5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND EXISTING WATER SERVICE Lef forester should be consulted fix n,arkenng a(Kice. TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE EACH OTHER THEY SHALL BE OVERLAPPED BY Condition Where Practice:�nPlies 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTERS AREA PRIOR TO PLACING OF STONE, 51X INGHE5 AND FOLDED. FILTER CLOTH COMPACTED$OIL ?J 'I"r+tis that a,ay b.conte a barard to r uric. 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON-CONSTRUCTION ENTRANCES SHALL.BE PIP® ` �- FaTHIR FILTER X,MIRAFI IOOX, HATER 5 R1l1 G� DETAIL On pl;utned construction sites where vall vegetation petsonal property.or utilutres should be WILI(Ad, ACROSS THE ENTRANCE.IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T14OR OR APPPDVED EQUAL. EMBED FILTER CLOTH exists,and needs to be preserved, These include trees that ore+veak (it-eh T. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, {Desi=gin Criteria disease-rn,ne.subject to+vinttthr,•+ or those that ONTO PUBLIC,RI6HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACT®ONTO PUBLIC R16HT5-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EGiNVALBJT, A MIN. OF b" IN GROUND. L4' �Z have severch danutged rout systents' REMOVED IMMEDIATELY. 5. MAINTENMIGE SHALL BE PERFORMED AS 8. WHEN WA5HN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NEED®AND MATERIAL REHaAD WHEN 1. planning Considerations (,) The vigor of remaining trees man he improved by SEDIMENT TRAPPING DEVICE. N5T,4LLA TION R QUIiz Nt NTS FOR I�lA4TER SER1�(G�S a selective thinning. A lorester.houltl he 4, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL DE PROVIDED AFTER EACH •�- •DEVELOP IN THE SILT FENCE. SECTION VIEW A. Inventorv: consulted lir implementing this practice, i (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 5) _ )) Property boundaries,topography,v"etation and 2• Measures to Protect Vegetanon I NATURAL DEPARTMENT OF A6RIOJL ERVIGE STABILIZED U.S. DEPARTMENT OF A6RIGULT11i SILT IarAt t ATION OF SERVICES--SUBDIVISIONS SPECIFIGATION5 • soils infomrition should be,,athere(l. Identify IN5TALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EXISTING 1. TYPE 'K'SOFT COPPER TUBING,MINIKUM SiZE I INSIDE potentially high erosion areas,areas with tree A. Limit soil plitecntent o+cr c�isting ince and shrub II RESOURCES CONSERVATION NATURAL RE90LRCEES CONSERVATION SERVICE STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIU DIAMETER windthro v potential.etc. A vegetative coyer type roofs to a ina�imum o1`3 inches. Soils with loamy NEW h, M STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE 2. tO/STOMER'S VALVE= tial)should be made on a copy of a topographic taeturc soul good suucurc shauid he,uses NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL d WATER CON5ERVATION COMMITTEE ST' I 1 ATION OF SERVICZ5--EXISTING STREET d WATER MAIN A VALVE MUST BE INSTALLED WERE THE PIPE FIRST ENTER5 map which shows other natural and manmade I. INSTALL PIPING ON THE PROPERTY,41/2 FEET DEQ FROM THE BUILDING. features. Vegetation that is desiralik to prescr% , 13. Use retaining walls and terraces to protect root,of " " THE BUILDING TO THE PROPERTY LK.A MINIMUM V SERVICE 3. PLASTIC PIPE SPECIFICATIONS: because of its value lbr screening•shade.critical trees and shrubs v+hen grades arc lou+coed. Louvered 2X4 WOOD FRAME A. PIPE MANUFACTURED AND DIES16�tNED FOR USE IN POTABLE erosion control,endangered spccics.aesthetics. grades should stall no closer than the dripline of'the STAKE LINE 6 REG1l IPM. WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING P tree. For narroe-caro pied trees and shrub;•the stent 2. LEAVE A l RISER ABOVE THE GROUND LEVEL-AT THE etc.,should be iticntilied and marked on the map- 1 PROPERTY LINE WITH THE END CRIMPED. TO WITHIN 20'FROM THE PROPERTY LINE THE LAST 20'TO diameter in inches is converted to feet and doubled, FINISHED GRADE 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED THE PROPERTY LINE MUST BE'K'SOFT CAPPER TUBING. 2) Based upon this data,general statements should such that a I tl inch ucc should be protected to 20 - �- FABRIC AND SUBMITTED AT TIME OF INSPECTION.MEASUREMENTS B. PIPE SHOULD BE CLASSIFIED TO WITH5TAND WORKING be prepared about the present condition,ptaential feet. / ~` COMPACT FILL r--- ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE PRESSURE OF 200 Pi(WITH BURSTING PRESSIURE RATED problem areas,and unique features of the BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY LINE AT LEAST TWICE THE WORKINS PRE55URE) property.. - a • SERVICE LINE FORMS ARE AVAILABLE AT G. PIPING REQUIRING.IOINTS IN WHICH A CHEMICAL SOLVENT _ _ m THE NEW SERVICE DEPARTMENT. 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS COUPLINGS ARE G. Obstructiveand book I • �/ � I I I-� �II I I °v 4. TIS END OF Ti•E PIPE AT THE PROPERTY LINE SHOULD BE 10 REGIIUIRED) C. Trenching across tree root systems should he the en brant tcs sbrinc he printed z Q DROP IiILET - m FST AWAY FROM ANY OBSTIRUGTION SUCH AS TREES, D. TPENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE same nininmm distance from the trunk.as in^K". pn,perly. The branch collar on all brn,ches (it- her � 4„ Vy17H GATE r- _I��I=�I�1=��I_�I Tunnels under root systems for underground militir; living or dead should not he d:,maged, hhc 3 or 4 cut I . ELECTRICAL SERVICE (� -It 11-111 iiiii TELEPHONE POLUS,CATCH BASINS,OR DRIVEWAYS AND THE BUILDING TO THE START OF THE PLASTIC PIPE should start l3 inches or deeper below the normal method should be used on all branches larger than N Iz MIN MIN �- FRAME I- vv SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE grounds stliface. Tree roots which must be severed two inches at rhe cut. First cut about one-third clic GABLE IN CONDUIT: POINT OF ENTRY INTO THE BUILDING. SERVICE LINE INSPECTION FP=EDURE5 should be cut clean. Backfill material that will he in vvav through the undersideof the limb labout 6.12 I T.U. CONDUIT J 200 AMP (2 CONDUIT,MIN), � BURIED FABRIC 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FiRST h GALL THE NEW,SERVICE DEPARTMENT TO REQUEST AN contact with the root.should be topsoil or a preparal inches front the tree trial.). Then iarproxim:nely an � 320 AMP (?V2'CONDUIT,MIDI) S -�-- _ • ENTERS THE BUILDING. INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS planting soil mixture. inch further outl make a second cut through the limb 400 AMP (4"CONDUIT,MIN) 3 Q/ m 6. ALL OTHER UNDER6RO1N0 UTILITIES MUST MAINTAIN A b DAY ADVANCED NOTICE 15 REQUIRED) Com the upper side. When the brunch is remo+cd, PROPOSED GAS SERV. � q FOOT CLEARANCE FROM WATER SERVICE. 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. D. C'onstruel suurdv lienees.orhan•iers.of ii steel. there is no splinterim•oftlic main five trunk. ELEV OF BOT.OF LINE WILL 13E 3. IF REIN5PECTIONL 15 NECESSARY,A$25.00 FEE MUST BE PAID or other protective material around valuable Remove the sttih. lythe branch is larger than 5-t, DETERMINED BY 51ZE OF 5ERACE COMMUNICATION X INSTALLATION OF SERVICES--EXISTING STREET STUBS PRIOR TO THE REINSPECTION. vcgctation for protection liom constriction inches in diameter,use the fourti system. Cuts I UTILITY PROVIDER SUPPLIES �� �_ I I {� I. INSTALL-PIPE 4 1/2 FEET DEEP FROM',THE HOUSE TO THE 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTiL equipment. Place barriers tar enough away front and 2 remain th iame and cut 3 saoufd lx from the (TV 4 TEL) GATHER EXCESS EASTTNS STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIL) OUR INSPEGTOR HAS APPROVED THE SERVICE LINE trees.but not less Than the specifications in"13",so underside of the hnib,on the outside otlhe hranch AT CORNERS LU 2. A VALVE M15T BE INSTALLED WHERE THE PIPE FIRST 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE that tall equipment such as backhoes and dump collar. Cut 4 should be from the toil and in �� �� � I � I I � �""{ X ENTERS THE BUILDING. BY THE CURB WILL BE PAINTS?BLUE.IF SERVICE INSPECTION trucks do not conlact nee brunches. ali)anncnt with the 3rd cut. Cut 3 sho:0d be 1 4 to UTILITY TRENCH DETAIL --`-- pp tS� O ' FAILS,THE EW OF THE SERVICE WILL BE PAINTED RHD. ! 3 the seas through the limb. This xill prevem the I b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR E. C'onshvtclion limits should he identiliM anti clearh Karl:{rots peeling down the trunk. Do not paint due 1 NOT TO MALE m INSPECTION FAILS. marked to exclude equipment. cat surtace. = O = d) 1. NO OTHER UTILITIES(E.l 6A5,ELECTRIC,GABLE TV,ETC) SHALL BE BURIED IN THE WATER SBRVIGE TRENCH. P. Avoidspilh nfoil ga;and other contaminant<, if. f er:altir;for damd,:e to valuable tree..<hnth;,and GONSTRllGTION SPEGIFIGRTIONS herl•acv�nrs pl:uns should be clearly spelled out in the - I.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MA"BE USED FOR SHORT TERM APPLICATIONS. contract. 2.GUT FABRIC,FROM A GONTNJOUr ROLL TO ELIMINATE JOINTS, IF JOINTS ARE NEEDED THEY: WILL BE OVERLAPPED TO 11 E METB2 SETS '`\_. '' I _ - - '�.``'� REINFORGFJD t,ONG.SLAB,b"Xb"XIO"WWM NEXT 3.STAKEMATERIALSWILL BE STANDARD 2"X 4- MOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. AFTER ALL OF THE ABOVE F45 BEEN COMPLETED,CALL THE NEK - _ - -. � - - �CHAIRS) SERVICE DEPARTMENT TO HAVE THE METER SET. ET MUST HAVE 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM Ib INCHES DEEP.SPANS GREATER THAN 3 FEST { m THE FIOUr.PE NUMBER BEFORE THE METER CAN 13E SET. ' MAY BE E R106M WITH THE 115E OF WIRE ME5H BEHIND THE FILTER FABRIC FOR SUPPORT, TAP LETTERSr 5.FABRIC SHALL.BE EMBEDDED i FOOT MINIMUM BELOW 6RGUND AND BACKFILLED.IT SHALL BE 5BMELY FASTENED TO THE TAP LETTERS GAM BE REW159TED AFTER ALL FEES HAVE BEEN PAID,WATER SERVICE HAS BEEN ESTABLISHED AW THE METER X. .• x ;x x -T x ��-x ? • ' j STAKES AND FRAME. .• I b.A 2'x 4"WOOD FRAME SHALL BE COh9PLETED AROUND THE,:,REST OF THE FABRIC FOR OVERFLOW STABILITY. HAS BEEN SET. TYPICAL SLAB DETAILW w MAXIMUM DRAINAGE AREA 1 ACRE ~� � N06E; IF INSTALLING SEPARATE HOT WATER HEATERS, - FOR GENERATOR AND AG EQUIPMENT U5. DEPARTMENT OF A6RIGULTU E FILTER FABRIC SEPARATE=EXPANSION TANKS 5HOULD BE INSTALLED. SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRINkS IN � i SGAI-E= N.T.S. NATURAE- RESOURCES CONSERVATION SERVICE I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET o NE. A 96NM APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INOUVIN6 SOCIAL SECURITY NEW YORK STATE 501E d WATER GONISERVATION Got�11TTE-E �G Nivi DRIVER LICENSE ID NUMBER, 11R CRENT MAILING ADDRESS, PROTECTION ,��� ,� T O AND CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL.FORA DISGONNEGTION OF SERVICE,ALLOWIN6 THE BUYER ONE WEEK TO C ESTABLISH SERVICE IM NNAME. U5/Ne� F W www.dignetnydi.com 2 4 Z or (P I of 04l YX CI'Y www.ran 811.coim &LGNGISLANP (for other states) Oso 0 3493 STABILIZE ENTIRE PILE 800-272-��80 81 I ROFEss,°NP WEEN VEGETATION OR COVER 2 SLOPE OR Llai W ,JEFFREY T. BLER.,UTP.E. W W By law.excavators and contractors working in For safety reasons,homeowners are strongly t `t t �' the five boroughs of New York City and Nassau encouraged to call as well when planning any i, v. t W W W and Suffolk Counties on Long Island must type of digging on their property. contact D1gNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at Q W W Y ,Y H. V +t v 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the z W W JY .i. w W W W (excluding weekends and legal holidays)prior national call before you dig number.For 1-'- to beginning any mechanized digging or excavation work completed on personal - u' W y W `t' ILI ;, excavation work to ensure underground lines property,it Is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's-to U 11 V y W also submit locate requests online,through contact DigNet.Having utility lines marked z ITIC.If you do not currently use ITIC,please prior to digging is free of charge. call 1-800-524-7603 for more information. -! < N p }- SILT FENCE ~ NOT>=s. �/ N Z I. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRi'AND STABLE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. O < < "- 3. UPON COMPLETION OF 501L 5TOCKPLIM6,EACH PILE SHALL BE SURRDl1NDHD HITI♦ Q- v < m � Q t SILT FENGINI6,THEN STABILIZED WITM VEGETATION OR COVERED. Z Z O Q TO BE USED WHERE TOF'WL IS NECE55ARY FOR RE6RADINIS AND VEGETATING 015TURBW AREAS. 7 w � O TE mPORARY STOGKPLE STABLIZATIOM MEASURC-5 INIAWE VEGETATIVE COVER,N1LGH,NON-VEGETATIVE COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASIIRE(S)SELECTED Q < ` I SHOULD 13E APPROPRIATE FOR THE TIME OF YEJV2,SITE C.OKDITIONS,AND REQUIRED PERIOD OF USE. 501L STOCKP I LE, Q p z v O N NOT TO 56K E N N m o O cV ON u- O o < - � a D E C E I d E PAGE: SEP 3 2021 S F • - Southold Town Board of Trustees SP4 F of 4 , OCCUPANCY OR APPROVED AS DOTED USE IS UNLAWFUL DATE: B.P.# WITHOUT CERTIFICATE FEE:4k/s-0_-;?' r_--C�Y: OF- OCCUPANICY UOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CODES OF 4. FINAL • CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIR D AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 4 SOUTHOLD TOWN Z6A YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. 93� SOUTHOLD TOWN TRUSTEES 12 d .Y.S.DEC DO NOT PROCEED WITH FRAMING UNTIL SURVEY RETAIN STORM WATER RUNOFF OF FOUNDATION LOCATION PURSUANT TO CHAPTER 236 HAS BEEN APPROVED. OF THE TOWN CODE. TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE All exterior lighting; CERTIFICATE OF OCCUPANCY installed,replaced or SOLDER USED IN WATER repaired shall conform SUPPLY SYSTEM CANNOT to Chapter 272 EXCEED 2/10 OF 1% LEAD. of the Town Code PLUMBING ALL PLUMBING WASTE F4�:!AT!.=R Li"'JES i'EED N T NG E FOP E COVE RUNG Blower door and ductwork testing required. Must provide Manuals D,J and S as per NYS Energy Code TIMBER FRAME DETAIL#1 TIMBER FRAME DETAIL#2 TIMBER FRAME DETAIL#3 TIE BEAM TO POST:WEDGED HALF-DOVETAILED, SHOULDERED THROUGH TENON POST, RIM JOIST AND WIND BRACE CONNECTION JOIST TO TIE BEAM CONNECTION,WEDGED FULL DOVETAIL SIZE: 8"X10"TIE BEAM,8"X8"POST SIZE:4"X6"WIND BRACE, 6"X8"JOIST,8"X8" POST SIZE:6"X8"JOIST,8"X10"TIE BEAM TH I I I K" U ( LID" LIVE MATERIAL: EASTERN WHITE PINE, MAXIMUM FIBER STRESS IN BENDING-575 PSI; G=.38 MATERIAL: EASTERN WHITE PINE, MAXIMUM FIBER STRESS IN BENDING-575 PSI; G=.38 MATERIAL: EASTERN WHITE PINE, MAXIMUM FIBER STRESS IN BENDING-575 PSI; G=,.38 1" (2) 3/8" GRK RSS SCREWS, 4" MIN PENETRATION 8 7 INTO MEMBER HOLDING POINT 8 1/2" CV � OAK WEDGE JOISTo0 - :-, -- 1 1/8" DIAMETER OAK PEG N POST 00 _ QG�' 3/4" DIA. RED OAK PEG 2„ N m SIDE VIEW SIDE VIEW SIDE VIEW 8 Joist co 7" 1" 1/2" N �r Oak Wedges driven on both sides of Dovetail Tenon zo -+i- TENON CV- — N N TIE BEAM 8" �t TOP VIEW TOP VIEW z„ �— TOP VIEW co N I PERSPECTIVE NOT TO SCALE 0 ISOMETRIC VIEW ISOMETRIC VIEW ISOMETRIC VIEW 0 TIMBER FRAME DETAIL 01MER BFRAME DETAIL TIMBER FRAME DTAIL Scale: NTS Sc : NTS Scale: NTS 3 1 S1 S1 DESIGN BUILD 2 I I I I 1 2 ' December 13, 2021 I I I I 6X8 FLOOR JOISTS N ' @ 36"O.C. N 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1 3'-0" 3'-0" ' N CO LL Project: O'Reilly Residence o o N I R1 D1 D1 D1 RIC D1 D1 D1 R1 I C LLI Z Location: 1420 Turmans Path East Marion, New York ¢ v I I 8X10 TIE BEAM Design Standard: ASCE 7-10,2018 NDS, TFEC 1-07 Standard for Design of Timber Frame 4X6BRACE LL Structures and Commentary I I 8X8 POST C ADDITIONAL TIMBER JOIST I C I FOR STAIR OPENING IN FILL cr Timber Species: #2 Eastern White Pine Heavy Timbers 4 5 6 , z LL I � a z Living Areas Live/Dead Loads, Deflection: 40 PSF/10 PSF; L/360 0 10'-4^ I z Q Cr N I :- HEADER SUPPORTED BYCif Cr Sleeping Areas Live/Dead Loads; Deflection: 30 PSF/10 PSF' L/360 I s2 2X4 WALL BELOW,PROVIDE (A � Cc TEMPORARY SUPPORT I _ W F— Roof Live/Dead Loads; Deflection: 20 PSF/10 PSF; L/240 I_� V H3 STAIR OPENING ' J LL Iv P O 2022Dw W LL I ' x. � aY p W Ground Snow Load: 25 PSF M s'-r' � BlJlLDP'JG DEPT. 0 O � EL _ ' TOWN OFSOUTHOLD 2 Sloped Roof Snow Load: 20 PSF R2 D2 D2 D2 R2CH HI I J W Z O� Z N W LL Unbalanced Snow Load: 25 PSF ; H2 R2H ' ~ U iLi I �" J J fn Q Lu I­-3-Second Gust: 135 MPH, EXPOSURE C S1 S1 I - „,.,, n'{ 0 Z W W z 0 ................. / t 'GAIUS C. N10281- �a = -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 2y 3 -0 i Gaius T� 1873 ROUTE ONE 2' " 12'-0" 8X8 TIMBER FRAME POST r DESIGN �\\\�\ S GN BUILD 24'-0" �.� WOOLWICH,ME 04579 NOTES: www.sholterinstitute.com Route One -6"X8" SECOND FLOOR JOISTS OVERLAIN WITH P 207-442-7938 Woolwich, ME 04579 F.207-442-7939 (207)442-7938 2ND FLOOR STRUCTURAL PLAN 2X6 TONGUE AND GROOVE SPRUCE DECKING DRAWN BY:EPC www.shelterinstitute.com Scale: 1/4" = 1'-0" SCALE: PAGE: 1 OF 5 THINK. BUILD. LIVE 12 12 6X8 RAFTERS @ 4'O.C. 0 , 8X10 RAFTER PLATE 8X10 TIE BEAM 6X8 JOIST 0 , CV M O 4X6 WIND BRACE N 0 , 8X8 POST o , io 12'-0" 12'-0" WEST TIMBER FRAME ELEVATION NORTH TIMBER FRAME ELEVATION Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" T-0" 4'-0" O.C. N O N O N N r 00 N N O W F- Q O , N , N w T JU) �- Z .J O af * W O 0 w a = W O J W u- u- Co ~ Q F- W �-- N W Z) ~ W F- U) U � - w -' z w w O w .� z O a U U) Z 14'-0" DESIGN BUILD C1 t 873 ROUTE ONE EAST TIMBER FRAME ELEVATION SOUTH TIMBER FRAME ELEVATION ,, -"` WOOLWICH,ME 04579 www.shelterinstitute.coni Scale: 1/4" = 1'-0" 1/4" a 1 7 Scale: = 1 -0 �E� -.�, �,�.., !► P.207-442-7938 ''f• r F.207-442-7939 r�AL1, `; DRAWN BY:EPC 0 Ir SCALE: 1/4"=1'-0" PAGE: 2 OF 5 THINK. BUILD. LIVE ***NO J-BOLTS IN TOP OF FOUNDATION WALL*** 24'-4" ***WALL HEIGHT NOT TO EXCEED 8' 12''2" 12'-2" UNBALANCED BACKFILL NOT TO EXCEED 7' 8"X 8"TIMBER FRAME POST r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/2"MR DRYWALL SQUASH BLOCK,GRAIN RUNNING VERTICALLY, UNDER EACH 8"X8"POST.MIN 10 SQUARE INCHES. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7/16"OSB INNER SIP SKIN 9 1/2"TALL ENGINEERED WOOD I-JOIST, I r ' ' BEAM POCKET: 8" I ATTACHED TO SILL PLATE WITH(2)#10X2 3/4" ' SCREWS,ONE PER SIDE. WIDE, 4" DEEP, 7"TALL ' I 5 1/2"EPS CORE ' I 3/4"T&G OSB SHEATHING , I � I 7/16"OSB OUTER SIP SKIN I ' I N I TOP OF SLAB ' 1 1/4"X 9 1/2"FIBERSTRONG RIM JOIST N ' _7'_6" I I , 3X6 SHOE GLUED AND NAILED TO SILL I , PLATE,TWO ROWS 4"NAILS @ 4"O.C. I 3"X14"TREATED PLATE AROUNDEI EEEEi ' PERIMETER OF BUILDING :.,........,.: I I 31-0" N TOP OF WALL TWO PIECES OF#5 RE-BAR YIELD STRENGTH OF REINFORCEMENT SHALL I I 0'-01. ' I rn BE NOT LESS THAN 40,000 PSI ' ' I 1 5" 2X6 PLATE THROUGH BOLTED O I I TO STEEL BEAM 30"OC ' ch ' 1/2"x 8"TITEN HD MECHANICAL ANCHOR Zo Z W8X18 STEEL BEAM CV ' 361"O.C.AROUND PERIMETER(EXCEPT IN °� DOOR OPENINGS)14"FROM CORNERS M I I I I 2"EXTRUDED POLY STYRENE FOAM BOARD;R-11 ONE PIECE OF#5 RE-BAR PLACED AT 2/3 I IGHT OF WALL 2"IN FROM INSIDE OF o I , I ONE PIECE OF#5 RE-BAR PLACED I M WALL.MIN LAP LENGTH 24",YIELD STRENGTH OF REINFORCEMENT SHALL ' ' T444-� ' I VERTICALLY 30"O.C.YIELD STRENGTH OF REINFORCEMENT SHALL BE NOT BE NOT LESS THAN 40,000 PSI** 8"X8"TIMBER POST-\, ' I I , ' I I LESS THAN 40,000 PSI I I 1 ' I I I _ _ _ _ _ _ _ ' SUB-SLAB PIERS TO BE 6" I I - - - I ' ' I ONE PIECE OF#5 RE-BAR PLACED AT 1/3 ' THICK WITH#4 BARS @ 6"O.0' EACH WAY.TOP OF PIER TO ' I HEIGHT OF WALL 2"IN FROM INSIDE OF in ' BE AT BOTTOM OF SLAB. ' F - - - - - - - - - - - I WALL.MIN LAP LENGTH 24",YIELD ' I TOP OF BULKHEAD I 8"CONCRETE WALL 2800 PSI.MIN. o ' I I I , STRENGTH OF REINFORCEMENT SHALL I -' BE NOT LESS THAN 40,000 PSI WALL-0'-24" FOUR PIECES OF#4 RE-BAR 3"IN FROM EDGE OF FOOTING;YIELD STRENGTH OF REINFORCEMENT ' BEAM POCKET: 8"WIDE, I I I SHALL BE NOT LESS THAN 40,000 PSI** I ' r - - - - - - - - - - ' I 2X4 KEYWAY ON TOP OF FOOTING GRID OF#3 REBAR 12"O.C.EACH WAY 4" DEEP, 7"TALL ONE PIECE OF#5 RE-BAR PLACED AT 8" 5/8"THREADED ROD W/ PLACED NO LESS THAN 1 1/2"DOWN - _ - - - - - - - - - - - - - - - N 8"X 20"SPREAD CONCRETE FOOTING UP FROM FOOTING,2"IN FROM INSIDE OF ACRYLIC ADHESIVE FROM TOP OF SLAB,YIELD STRENGTH I - - - - - - - - - - - - - - - - - - - - - - - - WALL.MIN LAP LENGTH 24",YIELD OF REINFORCEMENT SHALL BE NOT I ' Cl? 2800PSI.MIN.(TOP OF FOOTING TO BE STRENGTH OF REINFORCEMENT SHALL LESS THAN 40,000 PSI , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEPTH OR BEARING ON BE NOT LESS THAN 40,000 PSI** I SOLID LEDGE)FOOTING MUST BE 4"GLASS FIBER REINFORCED PLACED ON UNDISTURBED SOIL* SLAB 3000 PSI MIN. 12'-2" 12'-2" FILTER FABRIC PLACED OVER 3/4"CRUSHED STONE BED 24'-4" 7'-10" N 4"DIA.PERFORATED DRAIN o **ALL HORIZONTAL BARS MUST EXTEND PIPE PLACED EVEN WITH THE N AROUND CORNERS 24"MIN. BOTTOM OF FOOTING _ _ _ 00 ALL REBAR TO BE GROUNDED. IF WALL _ **ALL HORIZONTAL BARS MUST EXTEND o HEIGHT EXCEEDS 8'PLACE HORIZONTAL � JI AROUND CORNERS 24"MIN. BARS AT 1/4, 1/2,AND 3/4 WALL HEIGHT SEE ARCHITECTURAL iLi 2"EXTRUDED POLYSTYRENE DRAWINGS FOR PORCH In addition to the structural requirements of the timber frame FOAM BOARD;R-11 PIER AND BASEMENT �. GRID OF#4 REBAR 6"O.C.EACH WAY SUB SLAB PIER 6"THICK,36" WINDOW INFORMATION satisfied here, the foundation must meet all national, state, and *PRESUMPTIVE SOIL BEARING CAPACITY MIN.4"CLEAN GRADED SAND OR \_3"UP FROM BOTTOM OF PIER,YIELD SQUARE,DIRECTLY UNDER TIMBER local codes for minimum compressive strength of concrete, steel SHALL NOT BE LESS THAN 1,500 PSF CRUSHED STONE BASE PLACED OVER STRENGTH OF REINFORCEMENT UNDISTURBED SOIL OR COMPACTED SHALL BE NOT LESS THAN 40,000 ENT PSI FRAME POST. PIER MUST BE reinforcement, drainage, damproofing, backfill, etc. WELL DRAINED FILL. PLACED ON UNDISTURBED SOIL* 2 FOUNDATION DETAIL 1 FOUNDATION PLAN Scale: 1" = 1'-0" Scale: 1/4" = 1'-0" C/) w rY J J F— J_ E W z W O 0 g = 0 J 0-1 Lu W 0 LL I— m LL 0 F-- N w LLI --) b w I— U U � — Z Uj w Cl) w f- .. CK 0 DESIGN BUILD T � �0!�+ 873 ROUTE ONE F c t" WOOLWICH,ME 04579 www.shelterinstittite.com P.207-442-7938 F.207-442-7939 DRAWN BY:EPC SCALE; 1/4"=V-0" PAGE: 3 OF 5 TI-IIIA. BUILD. LIVE HARDWARE: 1'-2" 22'-10" 1'-2" 1 piece HU9 joist hanger 5 pieces IUS2.37/9.5 joist hanger DROPPED STEEL BEAM 3boxes THD50800WH (%"x8" TitenHDwasher head, 15per box) - - - -, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SP2- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - _ t 3"x14" PT GLUE LAM SILL PLATE ' t J1 Pre-drill for Titen HD screws @ 36" o.c. (5" in from inside face, 14" from corners) 23'-9 3/8"JOIST LENGTH ' t J1 SP1 2 @ 27'-2" ' SP2 2 @ 22'-10" J1 t t , t J1 2 5/16"X9 1/2"-l-JOIST Cad 16" O.C. r 11 16 (@ 23 -9 3/8" t J2 2 @ 17'-8 7/8" ; J3 3 @ 11'-81/8" J1 t ' SP1 U 8X8 POST UNDER BEAM SP1 O J1 1 3/4" X 9 1/2" LVLZo v- ' L1 1 @ 121-011 rco ' r 0 w DOUBLE LVL L2 �, ' 0O J Z L2 1 @ 11'-9 3/4 ' L3 1 @ 5'-11" J3 a o' N 1 1'-8 1/8"JOIST LENGTH 1 3/4"X9 1/2" LVL I ' Q J L4 2 @ 5-1 11/16�� J3 L4 9 N - M 6-11" 6X6 POST ; C° �' L5 a, 31-311 ' ' N N N i 12 PCS 6" SQUASH BLOCKS —J3— M L3 3 PCS 9 1/8" SQUASH BLOCKS 2 PCS 1'-1 11/16" SQUASH BLOCKS LoJ2 ' 17'-8 7/8"JOIST LENGTH L5 ' J2 M 6-0" ' OTHER DOUBLE UP RIM BOARD 3"X14" SILL PLATE J1 L1 IN STAIR OPENING 2 PIECES 8X8X10' PINE POSTS W/ 5/8" THREADED ROD AND PT BLOCK ' 1 PIECE 6X6X10' PINE POSTS W/ PT BLOCK ' 10 PIECES9 1/2" X 12' RIM BOARD 1 1/4"X9 1/2" RIM BOARD J1 , 28 sheets 3/4" Advantech , 1 box protecto wrap premium energy sill sealer (5 rolls per box) J1 N 2X6 KD SPRUCE FOR TOP OF STEEL BEAM ' 1 3/4"X6"X9 1/2" LVL N CN AT XP ADHESIVE SQUASH BLOCK UNDER04 J1 N EXTRA 2X PRESSURE TREATED TO GO IN BEAM POCKET TIMBER FRAME POSTS ' t , t J1 t o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t J1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SP2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�--�- - ti 7" 24'-0" PLATFORM 7" 25'-2" SILL PLATE W z g W W Z W O O a a 2X 3"X14" PSL PLUS PRESSURE TREATED SILL PLATE W/ SILL SEAL J w " o � m w o F- N W F-12 5/16"X9 1/2" TJI 230 JOIST @ 16" O.C. W � ~ W 1_ (n 1 FIRST FLOOR FRAMING PLAN W z W W ❑ 1 3/4"X9 1/2" LVL scale: 3/8 - 1 -0 J W o ❑ 1 1/4"X9 1/2" RIM BOARD /� U cn Z �'. 0�z . ❑ W8X18 STEEL BEAM DESIGN BUILD qlr 873 ROUTE ONE WOOLWICH,ME 04579 www.shelterinstitute.coni P.207-442-7938 F.207-442-7939 DRAWN BY:EPC SCALE: 3/8"= V-0" PAGE: 4 OF 5 THINK BUILD . LIVE R—Control SIP wall. 4'-0" a { N9 ote: Wall covering HALF LAP JOINT WITH 3'-1" I i { i Bc water resistive 3/4"OAK DOWEL X barrier as req'd I. Intericor finish. I ( R—Control b �. 4X6 RAFTERS __....._ _i., by code. - ° SIP wall. 2X6 TONGUE AND GROOVE i o SPRUCE ROOF DECKING OVERLAIN WITH HIDDEN 11 I LOW (expanding n� FASTENER METAL ROOF 12 See SIP- 1 15 i ' j foam sealant. Ffor connection ,z 1 1 /2 information. 3/8"GRK RSS SCREWS(2 PER Flashing at head Q & around window PENETRATION NINTO° 8d box (0. 113) nails © 6" POLDINGTIONINTOMEMBER O.C. each side or equivalent. q Y 6X6 TIE HOLDING THE POINT as re d. b code. Typical head Rough & jamb detail. Opening 3/8"GRK RSS SCREWS(2 PER CONNECTION)MIN 4" NOTE: Rough PENETRATION INTO MEMBER See window mfg's g HOLDING THE POINT co literature for details. Opening 6X6 PLATE I Fasten in accordance -I - j with window mfg's 5'-4" 1'-0" recommendations. 7'-4" 4X6 BRACE _.� L . ._. ___._I Typical sill detail. 3/8"GRK RSS SCREWS(2 PER CONNECTION)MIN 4" PENETRATION INTO MEMBER I See SIP- 115 MORTISE AND HOLDING THE POINT TENON JOINT WITH 1 1 /2 " -y- - E for connection � ` LOW ex andin 3/4 OAK DOWEL information. �� �_ I,:, foam sealant• O 5 1!2"CORE STRUCTURAL 0 INSULATED PANEL WALL 6X6 UPRIGHT I I Interior finish. 00 Note: R—Control 0 This detail is applicableZR—Control SIP wall. NOTE: N for horizontal or vertical Do—AII—Ply Typical casement window N panels. 1 /2" diameter detail shown. All styles co continuous bead. can be used with o SECTION SECTION R—control sips., Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 0 U) J R — Control° SIP R — Control l SIP W TITLE: NO. TITLE: N0. W Openings in SIPs SIP- 115 Windows SIP- 116 Q W a U) W ,Z FULL DIMENSION PLANED } EASTERN WHITE PINE TIMBERS J J W w w o Ir O o W a _ > oW W o W U 0 1 COVERED ENTRY DETAILS 2 SIP HEADER DETAILS N - U) Scale: 3/4 - 10 Scale: 3/4 - 1 -0 U w F- U' -' z w w O w W F- d U c=a Z , ,�► t DESIGN BUILD 873 ROUTE ONE WOOLWICH,ME 04579 www.shelterinstitutexom ^ P.207-442-7938 F.207-442-7939 �"� G� '✓' DRAWN BY:EPC SCALE: PAGE: 5 OF 5 REVISIONS: O O 00W L N O N O N N O -j[YT]14 I Ls ON Ll J I I I I I I I I Lj I I I I I I I I I I I I 14TY1 1111 1 11111 Ill+ I 1 11 1 1 :[]= 11 1 1 11 1 1 11 11 w - O O a - - - - - - - - PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" � � z o _� o N In O w — - - — - — - — - — - — - — - — \ - — - — - — - — 0 ti v m p o a\ m v CC Coo O c ; C w d - - _ _ u v � u v v� � N 0 0co co w Un �n N LL- CN O W LJ ill Hill I Hill ill lylll 1111 1 C/9 - N U 11111 — - — < — - — 77774=7—r PROPOSED SOUTH ELEVATION PROPOSED - SCALE: 1/4 - V-0" SCALE: 1/4 - V-0" b� DRAWN: MH/MS SCALE: JOB#: 1/24/2022 SHEET NUMBER: 01rr. , REVISIONS: 25'-13/4" 71-81/2" 7'-83/4" 7'-81/211 1' ol -0" 1'-011 I 1 I I I I ( ) Q (3)2X8 ACQ GIRDER `/ (3)2X8 ACQ GIRDER e 3 2X8 AC GIRDER 1 O ' ' I 12"dia.CONC.PIER I I w/2'X2'XI'FOOTING MIN.3'BELOW GRADE O 1 1 I DECK 1 I v I I I 1 I o I DECK o I Q I I Ln 2'-0" 10'-1%8" Q I 41 1 25'-13/4" I 1'-0" X 1'-0" I O^ 1 , 0 I 24'-33/41, N 7 „ LEDGER BOARD TO BE FASTENDED I 6/8 121-011 121-011 ; ; TO BUILDING WITH TIMBERLOK® I 121.1�8" 12'-1 s" I n/ 6Y811 SELF-COUNTERSINKING SCREWS h^+l BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) p TW30410-3 FWG60611 FWG33611S F — - - - — — — — — — — — — — — I — — — — - - — -1 % I — I Jp. d 7'0 d D• d �n d D` d an d D` d � n 1110 °I I %-0 I Iv �. WH O O ' I LL' D I OLu . I dO GO I X, � o I WINCOW m O 10 w I Y WE.L 0 o O ® � ® � 0 LIVING / DINING I 3I 44 q 4 p I lO I lO I I Ia o� `V I UNFINISHED D I I o H. BASEMENT '1 I I N O W 24'-0" I I x CIRD --�--> o - w O I i i INSULATE WALLS 1 Q SLI -1 DBL 2X10 z r O O , I I 1 I I I 1 1 1 M N I I a • _ _-_ ;j l _ 1; 1 1 1 1 1 1 1 1 I 110 �J N I r i 1, v O I I I I 1 I 1 C"4 N cel m ' 1 t i 1 1 I I I 1 M N Z i U P 1 1 I 1 � ' 1 I I 1 I I I I Iv M -� 1> 1 1 I I 1 1 1I • 1 1 1 I a - I l i w i , i LNDG. °I I �p d __ ^ •-� C) I � I I 1 \ I D >t -- of I N O Lu - n LL � i i jai ii i I I` �4I ' ' p I O loo 0 I I I NI Inir 1 -+, II I °I O < 1 I I 1 - ° d 1 loo Lu M I I I I I I 1 \ I I° xI '� I ^ r ----- KITCHEN z'.6" a� = CN I �° 3, DBL 2X10 D I d o SMOKE CO al I' p d , c c)M ° 6'-81/2" 5'-01/211 1,0„ 9'-41/2" m c I M W I - W II v d 1 x ' o �' �, I UP `^ o VO BATH No. 1 X" , co I� m o O 1 �a .d'. C? o0 41-011 ao PG m M p ^' I-D _ — — — — — — —.r — — — — — - - T - - - - - - - - - - - - - - - - — j77r, 7 X6 ACQ °ci Lo E co 3'-0" oo I PORCH @16"OC I O v 00 DIMENSION 'x" N I I 1 I d v STARTING FROM N w ' M 1 3)12X6 ACQ GIRDE 112"dia.CONC.PIER 7'-10" (VIF) . FINISHED DRYWALL _------------------____________ I 3X3 BRACKET HOUSE TIMBER FRAMING ; •' , _ _ I 's w/2'X2'Xl'FOOTING i AND SIPS PANELS WITH I I MIN.3'BELOW GRADE v (2)2X8 GIRDER BY OTHERS HEADERS BY OTHERS 00 12'-0" ----------------- 12'-0" N0 r� 3 v 24'-0" 1'_0" 11-011 6%s„ 24'-33/410 " 25-13/4" w ol 7 (~ W S W N FOUNDATION PLAN S N PROJECT NORTH PROJECT NORTH ° 1ST. FLOOR P LAN � :��s SCALE: 1/4" = 1'-0" E Q' SCALE: 1/4" = 1'-0" E f N d un x .� rN <vz! ,gyp r "tiA 1 f DRAWN: MH/MS ?a � SCALE: JOB#: 1/24/2022 .. �►r-.0R.?i� SHEET NUMBER: A-2 REVISIONS: W 27'-0" C) 13'-6" 13'-611 01 _ Q 00 25'-13/4° w 1 I 7-0 CEILING HEIGHT oo ______=_____ ----------- _ ___________ a TW30410-3 O I 1 y 1 I 11 1 N O0 Li 0 Ln I 1 1 1 11 1 ' •rrrrrrr rr rrr r�.r 11 V F p, JI I� Z ' 5-2" In I 1 I I 12 BEDROOM No. 1 �* I I 8'-0"CEILING HT. Pd HT 1217 I '1 O ' 187.5 SF HABITABLE 1159.3 SF 7'+HEIGHT I I \ I I 21/4' I 3'-3" 9'-11/4" O O ° ' -+ + ° ' ;' O I 11-01/2" ' u ' + + ' i ' PLT HT r� Cil „ I 1 1 1 1 M I II O W O 1 � � I � 1 I N I u 1 N I Cyt I N z u ' -r- ----_ -•------- ' ' 1 D I I � I � 1 1 1 — 1 I 3'-01/2" m I o oNTT)I To'M I I Z. \ 8-0 FLAT; CEILING 1 'I ' •r r1 ! --------------- ------------1_ '1 I I (�/� 1 '1 1 I 1 1 1 LN DG. I M [� BEEIROOM No. 2 I 0 w 8-0"CEILING HT. 01 9.9 SF HAB+TABLE I I 1 83/411 9.2 SF 71+ EIGHT 12'-91/2" 6'2 = I0 " PLT HT BATH PLT HT = 1 1 1 1 z I I _ N . 2 to W I 7 U "- li 1 1 1 1 1 I ;i N 0 U19 1 I 8-0 FLAT cV 71-811 41-711 O __ o v rn m o 12 TW30410 10 T+ TW30410 _Tt:1A 1 o T 7-0 CEILING HEI T USE TIMBER FRAMIN P. LA AND SIPS PANELS WITH 131-6" 131-611 25-13/4" HEADERS BY OTHERS \ 27'-011 70, ^x Ln U m m in N W W 2ND. FLOOR PLAN 5 N PROJECT NORTH ROOF PLAN S N PROD ECT NORTH SCALE: 1/4" = 1'-0" E SCALE: 1/4" = 1'-011 E W u H O N 10 . d - _ r w yI`► N41 , DRAWN: MH/MS fA!a Y'yy4�J S7, ! T SCALE: JOB#: 1/24/2022 ; 3 SHEET NUMBER: 0fR t1E f A- 3 REVISIONS: 12 12 2X10 @16"OC 5/8"PTS PLYWOOD 5/8"PTS P YWOOD 2X10 @16"OC %` �`�"I 12 -- -- 12 - _ J I TI 0 DBL 2X1DF#2 @48"OC R — — -- V- DBL 2X10 DF#2 @48"OC (p/' ^ ' !cam t i ( Lo (4)3/ THRU-BOLTS w/WASHERS AN I V !J" (4)3/8"THRU•BOLTS w/WASHER'S—ASND I�� � ��/} �� U NUT AT EACH JOIST SECTION(TYP.) NUTS AT EACH JOIST SECTION(TYP. [/ V�– No��—/' 00 r – - – , r - - - I I I I T-0" - i ZD _ I co I Li 1� 11I N O \ O O m — ^ M \ -1 •— — , p ^ N i I N H� 3'-0" W i m T/1 I O Ot I co I T-6" --: ' b• b. 00 ►. a: e: O Q ' �D A 00bo b• p• ---------------------- �. `----------------------- x e CROSS SECTION B A CROSS SECTION A a 2 4 SCALE: 1/4" = 1'-0" 2 4 SCALE: 1/4" = 1'-0" z w d ►-� C) - - - - - - - - - - - - - - - - - - - - - - N d' Foo O W 12 2X10 @16"OC 5/8"PTS PLYWOOD 12 -- -- DBL 2X10 DF#2 @48"OC CD 0 c7 cV �+ 0 (4)3/8"THRU-BOLTS w/WASHERS AN m m 4 ! +u' NUTS AT EACH JOIST SECTION(TYP.) O O L } m r - - - , qD Z Lt+ v � 41 I T-011 I p v oo OP N a` V in N cu v I o W I I G I I I I N H I o, V 0 I T-0" Em�I ' N N - - - � d b� b; d; 4; 6• 6, DRAWN: MH/MS R 1 ( SCALE: {s;G �k JOB#: c CROSS SECTION C ,�.,� , .�, I/24,2022 2 4 SCALE: 1/4" = 1'-0" "� T Y3 ��y SHEET NUMBER: A-4 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER 4 DECKING DECKING "DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2 GALV. OR S.S. ZD PREVENT RINTRUSION14 CARRIAGE BOLTS WITH AND JOIST ON TOP JOIST GIRDER M WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, b�•`•� JOISTFLUSH ON TOP EPDXY OR ADHESIVE(PER CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) •D••�• JOIST 1-5/8"MIN. A •w/WASHERS AND NUTS ,P'd' PIER 5"MAX. DECK JOISTS ••••0.If DECKING D EC K/PO RC H RAILING MIN. D���•;e• • DECKING DECKING D• •••' JOIST HANGER ••+ •• •,'t►♦o,� ,y � ••• DECK JOISTS •D,�•.e 2X ACQ LEDGER BOARD FOUNDATION WALL D •�•••• NOTE: P 7s +•�•pe•V, BLOCK FOUNDATION �D,.I.� DECK JOIST DECK JOIST RAILING FOUNDATION p���.,•e• TO BE FILLED WITH a�• �, JOIST HANGER POT WALL ,0 b.p,' GROUT AT ANCHOR ••••pa�♦ 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING v1 2"MIN. THROUGH-BOLTS 5"MAX. 4 DECK JOIST O :4 r THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POT HEAD AND NUT. ^ SIMPSON CC o SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED FSI EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM W - 12"OC TAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE I`-•1 IN 2 ROWS TO A CONCRETE R DETAIL.EXPANSION AND ADHESIVE ANOCHOR BOLTS R SOLID OSHALL HAVE ANRY WALL SDIAMETER OF 11/2SHOWN IN ".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION O ® O O 2 MIN. O 5 EMBEDMENT PER THE MANUFACTURER'S RECOMENDATIONS.ALL -1/2"MIN.FOR 2X10 ANCHORS T HAVE WASHERS O 5"MAX. 7-1/2"MIN.FOR 2X12 O O O LAG SCREWS O 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES ^/ 4"MAX. W2"MIN, LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. w OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND h-�1 RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUT BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 _ inches shall provide graspable finger recess area on both W sides of the profile.The finger recess shall begin with a STAIR RAILING x 1 • • • • • � 7GIRDER distance of 3/4 inch measured vertically from the tallest SOLID SAWN •' DECK i s 1 JOISTS DECK portion of the profile and achieve a depth of at least 5/16 FLOOR JOISTS ,. JOIST 1 s JOIST inch within 7/8 inch below the widest portion of the O i 1 profile.The required depth shall continue for at least 3/8 1-1/2"SPACEinch to a level that is not less than 1-3/4 inches below the MINIMUMTHREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of theSLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12handrail above the recess shall be 1-1/4 inches to a AWAY FROM THE HOUSE ATTATCHED TO JOIT AVCAY FROM THE HOUSEGIRDER WEB WITH(16)10d NAILS L maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILSOLJOIST HANGER 1017 HANGERradius of 0.01 inches. F�1 AND CLINCH N O W BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"OC EQUALSTA GRE ED IN 2 ROWAN S NG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ` ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN o INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL r__q ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASS EMB LY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE rorf) N � O "t 10d NAILS AT 4"O.C.STAGGERED /THROUGH-BOLTS WITH WASHERS _ O Lr) �. OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWNV � � � O LZ. X O s + STAIR TREADMAL G� DECK � i 101ST 1 1 v ob CU • s 1 RIM BOARD THREADED ROD MAY BE O v MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER U Cn BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE GIRDER Ln U FILL BAY AND FIT SNUGLY LJOIST HANGER rn JOIST W W GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION W LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS 1N DECK) H SPLICED JOISTS OVER HEADER/GIRDER u CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST �I O GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: 4-8d COMMON PER TOE @16"OC MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER J01T NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - � (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS 2-Sd COMMON 1 TO JOIST END NAIL PB44 POT 4 BLOCKING EACH TOE 1 TO JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR "dia. s' A PIER 16"TREAD 1). ALL FRAMING, CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: O • 3-16d COMMO EACH TOE x SILL OR TOP PLATE BLOCK NAIL 1 •,.•�,� LEDGER STRIP EACH FACE GIRDER/HEADER GRADE •-• CONC.SLAB •' • �" 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMO JOIST NAIL i, (AS REQ.) •Q••1 WOOD JOIST •4,• JOIST ON LEDGER PER TOE •� 3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL p•• '.''•• • 8"dia. � • O DECK PIER BAND JOIST PER END '! ;° CONC. b•a PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3-16d COMMO 3 JOIST NAIL -0„ a• PIER ' ' + ”' ::'',v. FLUSH JOISTS WITH HEADER/GIRDER •"4 ,•'a•• >_Irk" BAND JOIST TO: 2-16d COMMO PER TOE NAIL oti'• '�'•••' +' "'• vC 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL 10175 CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Q•' •'•'"d THE PROPER STEEL CONNECTOR, i' "�• ' �,'y 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ' •Aiy TO ALLOW FOR SHRINKAGE. DRAWN: MH/MS SCALE: JOB#: 1/24/2022 .OF Cid SHEET NUMBER: A-6 REVISIONS: 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. KING STUDS . ° ENDWALL RAFTER WALL STUD ° CRIPPLE STUD p ° BOTTOM PLATE o RIDGE ° HEADER LEDGER BATH TUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD W THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP O CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERSAA AINTAIN F-� NTILATIONWOOD JOIST SIDEWALL FLASHINGFOUNDATION Z/x TOP PLATE BLOCKINGFINISH WALL AND MOISTURE 2x4 LEDGER BLOCKINGSTAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOISTAND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITFASCIA ,�/BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATINF-yFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE GUTTER a THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVEGAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS - - o. TYDOWN ANCHOR CONNECT TO 14" - 16 8" 12" RAFTER RT20 2118" x 20 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' � � / g EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLsp op 5p , ROOFING LAPS BASE , ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME rTl EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING F�-1 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST � Z TOP PLATE �.{ GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O AND RAKES -- PROVIDE HEMMED EDGES SO N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFAC TURED w ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS CONFORM TO SLOPE / �� 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD WOOD JOISTS - , SUB FLOOR SILL GASKET o i N TYF'. CONC. FOUNDATION A ` CONC. SLAB r GAOSKEETNE �, % 2x6 /2x8 CONTINUOUS WOOD PLATE co t" .5 t,C 6 MIL. POLY _ x . �� cu DAMPPROOF EXTERIOR s V3 ' I BOLTED TO STEEL BEAM WITH m r' 6MIL POLY ON EXTERIOR V GRANULAR FILL , ra o s n `� 1/2 " DIA. BOLTS © 48" o.c. STAG. a ' V n \ STEEL COLUMN I �` x �o CONC. SLAB `. ° 4 ' ° 4 D re ROOF JACK I � �.`` „ STEEL BEAM o v \ D r. ° A p �•,� ANCHOR BOLT EMBEDMENT: db db e V COMPACT FILL ° �� I / It � Q" da V r Q L :D ^ BLOCK CONCRETE: 7" TOP AND BOTBTOMTPLATE t r BLOCK WALL: 15" ROOFING LAPS �� m KEYWAY FOOTING D e n �!,^ CONC. FTG. D SIDES AND TOP ` / rn m in V ° 4 ° FLASHING AT WITH 1 2' x 6" ANCHOR BOLT Ln U n o (USP LB PS58 OR B P583) cv v �� USE WITH 3x3 SQUARE WASHERS 1/2" GROUT d cs ° o 4 ANCHOR BOLT CONNECTION o.+ . 00 p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN •°� W 3 DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC � WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" O:C:::] U SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM I I GARAGE JOIST COMPACT FILL ' DOORG N USE 2X8 STEEL B EAM I!' ��✓, FOR BLOCKOUT 4" SLAB ' P.T. PLATE ACE` ` W/ 6X6 WMM M I I SLOPE (WITH A NAILING PLATE IF NEEDED) 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT AIR S V 1/2" I < ° ° cn 7 1 �•• AT END AND q• " -,0 ° ° e' ° :< °° u ° TO BE APROX. 1/2" OR HIGHER THAN ty'a ES OF WOOD �4 STEEL BEAM TO ALLOW FOR SHRINKAGE N GRADE ` 4 "-n------<T--'-" e . ° �• BEAMS - I I D .e °� ° < ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) rd�+ • ° ' 6X6 W.W.M. -�� - c. e �- -ITL1 12 4 4 4 ° MIN. °. ,o G` ` ec �'a Q', �'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -I�I , ° ' IIIiII r—SUB FLOOR .F NOTCH EQUALS 1 4 DEPTH OF BEAM 4 REINFORCING BAR / . 4, ► REINFORCING BAR ° , ° 4 °'D OIST DRAIN TILE I�---►I o• I-I 4 ° D I I ° o° SHEET METAL / 30¢# FELT UNDER BEAM AT POINT IL L,'n �° �° ° STEEL BEAM , 12 OF CONTACT WITH CONCRETE OR CONC. BLOCKllfTf_,Tf=IF_ITf_Im ..7-_-IT o•q c 3" PLATE (BOLTED TO BEAM �.. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ##4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM ` �✓ °�+h�� REINFORCE FOOTING WITH (2) ##4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ��' DRAWN: MH/MS GARAGE DOOR B LOC KOUT �a rr '' SCALE: BEAM POCKET ,, �•.R � F JOB#: 1/24/2022 ' ! SHEET NUMBER: .� .Q1� dE REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Ci E *]NN` E "K" A L N 0 T E S 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 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 JOINT DESCRIPTION Q-n, SPACING NOTES u 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 (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). 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 intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS 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 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 WFCM - SBC LAP NAIL UNINHABITABLE ATTICS DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 18 01.7 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 (NO O 20 EXTERIOR(LIGHT FRAMEEXTERIOR(LIGHT ) STEEL 14 RAFTERS GREATER THAN 3:12 PITCH L/180 - OVER PARTITION WFCM - SBC LAP NAIL (STORAGE) ) NO FINISHED CEILING) HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, county and local codes, ordinances and regulations, etc. 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 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 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 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 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 1./240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END PASSANGER VEHICLES 50 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 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 F RAM I N G: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 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 EXPOSURE CATAGORY (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 E 2 - 16d COMMONPER FACE NAIL 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 JOINTS FACE ROOF - FOUNDATION 4 - 16d COMMONDETAIL 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 7/16 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" o.c. at the panel edges and 12" o.c. in the field, and Sym.: P g a FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is 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. Q such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION w 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON1777; PER 2x6 STUD NAIL ERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Q 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: � FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 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 MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 4 - 8d 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE COMMON 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: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g 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: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL w 8x16 cast iron foundation vent for ever 150 s ft. of area. Y q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES o 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAILTHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. >. 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 lumber. BAND JOIST PER END Z the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST I NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Q BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. z 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 �"� O 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL 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. JOINT DESCRIPTION NAIL SPACING Edition Wood Framing Construction Manual. cn Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nails spacing shall be reduced to 3 inches o.c. W below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d g p g 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING.- SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.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 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q•p, SPACING g g ��� 4 EDGE ZONE 8d COMMON @ 6 O.C. d COMMON @ 12 SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS O.C. EDGE Bearing wall headers 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" 0. . 8d COMMON @ 12" O.C. SEE NOTE: 3 0 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 ofWALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wallNOTES 7) All 'oasts to be su orted with han ers and anchors. Each Joist shall also be anchored o � y PP g openings between 41 and 60 and 2x6 wall openings between 511 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. �° rn o " and blocking where applicable. QTY. SPACING ;o y U O � X 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMMON ) g g q Z Y g g PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. o v 2 \ 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 (t U Floors to have ceramic tale installed shall be verified for proper load capacity unless not Construction Code. GYPSUM 5d COOLERS 7'n O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. �' on plans. WALLBOARD 10 O.0 . FIELD � U vein 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. N v 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. P g� g other access openings unless otherwise noted (typical). FLOOR SHEATHING: 4 W 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY- SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists rn MIN.44"SILL-AFF W under all bearingwalls. N OTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is res onsible for adhearin to all a licable codes and safety U )• P g PP Y Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. O 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 Fireblocking shall be provided in wood-frame construction in the following locations. U0 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 spaces of stud walls and partitions,including furred spaces,at the ceiling and floor d' equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on will sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed N CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. g P Y ^'ooP 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 1). Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Q' 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 ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PI-4-00 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate :onnectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces V over subfloor as pE!r manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. cA 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 x 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 � P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING sueFLooR,Is COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 4 . Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G r"t {►„ �j',;� ��r' '" be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP s,• �';� , v SCALE: AND BASES.USE WITH FLASHING CAPS TO " � k SIF DRAWN: MH/MS COVER TOP li M0 ,� JOB#: 1/24/2022 •T "T�.O �,� SHEET NUMBER: GENERAL. NOTES SHEET SCALE: 1/4" = 1'-0" A- 8