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% soya°F SOuryo�° Town of Southold P.O. Box 1179 0 53095 Main Rd uN'N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46634 Date: 10/28/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 505 Lighthouse Ln Southold, NY 11971 Sec/Block/Lot: 70.-6-29.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/06/2023 Pursuant to which Building Permit No. 49469 and dated: 07/13/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with 5 bedrooms, finished basement foyer (remaining basement unfinished), covered front porch, rear covered porch with second floor deck above, side entry porches, outdoor shower, attached garage and outdoor kitchen as applied for. The certificate is issued to: Brett O'Reilly Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1747 9/18/2025 ELECTRICAL CERTIFICATE: 49469 10/27/2025 PLUMBERS CERTIFICATION: JMP Plumbing&Heating 06/20/2025 uthor zed S gn tore I i �aow$a�ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED-PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49469 Date: 07/13/2023 Permission is hereby granted to: Brett O'Reilly. 505 Lighthouse Ln Southold, NY 11971 To: Demolish existing dwelling and construct a new single-family dwelling as applied for perTrustees, SCHD and DEC (non-jurisdiction letter)approvals.Amended 7/23/25 for architectural changes (reversed egress&sitting room). Premises Located at: 505 Lighthouse Ln,Southold, NY 11971 SCTNi#70.-6-29.1 Pursuant to application dated 06/06/2023 and approved by the Building Inspector. To expire on 01/11/2025. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND., FRAMING/STRAPPING , DRAINAGE, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: DEMOLITION $795.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $5,323.60 CO-NEW DWELLING $50.00 ELECTRIC $85.00 ELECTRIC $800.00 Amendment Fee $0 Total $7,053.60 �ul 1 di n9 �nspec-�-o 2 *qf SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 14SULATIOWCAULKING [ ] FRAMING /STRAPPING [1] FINAL AA!r,� [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: I tJ 421� 1 1 . - Ll� &�Tr� vrP DATE INSPECTOR ` 1 i • ' • 1 • Miff FOUNDATION ------------------------------------- FOUNDATION 1 ROUGH FRAMING& • PLUMBING U:Nd LN.,WI INSULATION PER N.Y. STATE ENERGY CODE WIN Af r• `,, its �' . �► _ �� _ i S.C.T.M. NO. DISTRICT: 1000 SECTION:70 BLOCK:6 LOT(S):29.1 tw/ o h ^,'ob ,yb R qr = bb I yq. I G!•v4Y Si, o'ti� �, a yhoOyyT eon. aq C S w aId, N, -o �yo 0 E� 31.7' .: ✓a.:::::i:F:i. N� YATItEII1H0EVOPEPPUYi Y GMVEL U9 F lea P:�µVA110 OR 4.t M p M"P PN Re 0 .. .......................... ::::::::::.::.::::::. 0. GPIE .....:ii.^iii::y.....: :: ..� c :µye yNW+ 5 MFw :ONF..... ;:..... ...... 4 y:.:' " .ii:iii:i:ii:;;;:i;i. :i:$ ...;...§ c..p ° -20�' JF Y. ca+� L>xa.E UNUWFOF G EIVABEM BUTA91 PoLLLi(r O $ .............i......;'m:.. G E n .F;G 0➢. o U. O Lp e LVJ Z o i c s.i. G Lvt rn rn vx ]2Y o.; .1 11 Bf pFJYEVWY B ST BT 5Y br 7G G SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR 93 ASINGLE FAMILY RESIDENCE Dale an— H S Re(No._,R-22-1747 The sewage drsposal and water supplyfacilites at this location have been ' .(SE u.P.Fr -pecled and/or cerh6ed by this Department or other a9enees and found eFLo.%0 to be saticfaclory FOR A MAXXII'M,7✓/UUM O�F_��((__8,__BED ROOMS. JOWTI4VJPAI•F'.E.,CHIEF Office of Wastewater Mana9ement SS FINAL SURVEY 09-01-25 GCIC�OPO THE WATER SUPPLY, WELLS ORYWELLS AND CESSPOOL FEMA FLOOD MAP #36103CO187H Y1NEN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM 07HERS AREA:43209.80 Sq. Feet or 0.99 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK S7A7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION L157ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR To GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY of New CERTIFIED TO: JAMES O'REILLY; MAP OR ,P "N M• W10), ,p BRETT O'REILLY' FILED: y = °s FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC.; OCEAN FINANCIAL CREDIT UNION; SITUATED AT.SOUTHOLD Y r � 0 TOWN ORSOUTHOLD o �y io VYOY LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK S 050882 J� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE#225-162 SCALE:1"=40' DATE:AUG 29, 2025 N.Y.S. LISC. N0. 050882 PHONE(631)298-1588 FAX(631)298-1588 O��OF SOl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CO- Southold,NY 11971-0959 Jamesh southoldtownnyigov �U�e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brett O'Reilly Address: 505 Lighthouse Lane city:Southold st: New York zip: 11971 Building Permit#: 49469 section: 70 Block: 6 Lot: 129.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Lowell Electrical Inc. Electrician: Fred Fragola License No: ME-3211 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat Duplec Recpt 85 Ceiling Fixtures 12 Bath Exhaust Fan 6 Sub Panel 200a Hot Water GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors 4 Sub Panel 200a A/C Condenser Single Recpt Recessed Fixtures 80 CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 10 Transfer Switch 2/200 UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 33 4'LED Exit Fixtures 11 Sump Pump 1 Other Equipment: 1 double wall oven,1 fridge, 1 microwave,2 dishwashers,1 gas cook top, gas oven 2 washers, 2 dryers, 1 26 kw generator Notes: HOUSE Inspector Signature: Date: October 27, 2025 505 lighthouse In house S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 6 LOT(S):29.1 / PILING O,P�• bb O �O ti .Off MON. �00� h lK oO [x� n CD o° C 0 0 y G� 6 �e�Wy PAP Op. 2 ___ PIPE •::::;::;::•:; GTE 37.7' : SNnMA11tiGP �.:...... 1Aw :•:ri 2tlt40•; .:;::. :.. O 00 LAND WF OF KATHLEEN H DEVORE TRUST M GRAVEL d- U.P. t` ES TEFENCE pAT10 N GATE pN O7'E $ ...2......... m PA ER 0 2Np FL0. PATIO p PAVER PAt10 .;ii:;v:ii:4:ii:?::;::?:'.;:r:i:'....:......::•::•:... GATE :•::17.5'......:;:•:: i:•ii::•ii:•'?:i:i:.::?:::'::•:;i:•ii:•::•ii:.:.... ant O.TE ::•:.4 ra NDO2 STY FRAME:.:::i:•ii:•iiii:�iii:�ji::::;:::: �' WELL ?•:•;:DWELLINGN505•i c:.........ii?:.....:':i3s n o n mn........................ ......... ...?.:?.. ..................}�:.....:.:.: S _ ''"-1.9'::':�''::::;:;i:•:•:N:•i:•i:•::••:4:•• VI EITER 21.8' A pUMP'p'::•:18.9:::;._:.. ::13.9Rp�CH B E-E 2UE4' ME 0 OOVEREO PP`IE ..................... ` 1 m LAND NIF OF "N,?::•:::•:•:::•:ii:•:•:•:y:•:•'r:•:. ELIZABETH BUZASH POLLERT ;'^�' ; z U.P. W D.P. •:'i'Gi1RAGE?i:•i:•• .3w O ...... . . 0 O 0LP1 :•:..CONO 1 O LP3 {1 w S.T. D.P. LP1 Z LP2 LP3 O 2ASPHALT 1 A 32.5 41.5 53.5 6T 54' DRIVEWAY N B ST 5T 55 7R 7P DRAIN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �PGas` 1 APPROVAL OF CONSTRUCTED WORKS FOR 9.3' m W.M. MONK� ASINGLE FAMILY RESIDENCE Wv. i N / GBtesnsne H.S. Ref No.. R-22-1747 ---- _ / A /i The sewage disposal and water supply facilities at this location have been U.P.jd inspeCled.indh�r certified by this Department or other agencies'and founde�ocKG�� O�5 lu be satisfactory FOR A MAXIMUN1 Of._ B BEl ROON15. 0 Th./a }WN PAS, P.L.,CHIEF � 6 a� 30W\OEPOO� Office of V'astcwater Managernent S gh FINAL SURVEY 09-01-25 �C1CRO THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA FLOOD MAP #36103CO187H p1Nti� LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:43209.80 Sq. Feet or 0.99 ACRES ELEVATION DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE" EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY G OF niEl/j, CERTIFIED TO: JAMES O'REILLY; MAP OF: ���(\�� w0�_ C) , BRETT O'REILLY' FILED: �� y FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC.; SITUATED AT:SOUTHOLD rr �� ' OCEAN FINANCIAL CREDIT UNION; r O rowN oF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK S 05 p f;g 2 4�Q Professional Land Surveying and Design P.O. Box. 153 Aquebogue, New York 11931 FILE #225-1 62 SCALE:1 "=40' DATE:AUG 29, 2025 F N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588 E C E 0 V E SUFFot 631 Town Hall Annex ��� J U N 2 4 2025 1elephone( )765-1802 54375 Main Road o :� P.O. Box 1179 �+ , Iding Department Southold, NY 11971-0959 .F wn of Southold y�j BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION r Date: a c S Building Permit No. 49469 Owner: Brett O'Reilly (Please print) Plumber: JMB Plumbing & Heating (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. IIV 311AA �k�A (Plumbers Signature) Sworn to before me this Z 0 day of u -,L , 20 2 S Notary Public, County ROBERT SHIP10 Notary PuLlic,State of New brit Nb.01 Sht 1 084 Qualified in'Nassau�o n l� e2 v 2 -farm Epire 1 Glenn Goldsmith, President ``�®� S®U,��. Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �oV� ®�® P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz G to l. �es Telephone(631) 765 1892 liz e P�p �l� �� Fax(631) 765-6641 UNVI 0 CT 2 1 2025 �. BOARD OF TOWN TRUSTEES v+11 elhip 1'la;� r t3ri�-� t TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2318 C Date: October 21, 2025 THIS CERTIFIES that the installation of a 20'x40' in-ground swimming pool located 597' away from the existing bulkhead at its closest point-, installation of a grade level bluestone pool patio around the pool extending 3'0" to the west side of the pool 3'0" on the seaward side of pool, and 10'0" on the east and south sides of pool located 567' away from existing bulkhead at its closest point; installation of 4'high pool enclosure fencing around patio perimeter; installation of a pool dWyell for backwash and pool equipment area; demolition of existing dwelling,wood decks and concrete ramp; construction activity within 100' from the landward edge of wetlands for a two-stow dwelling with attached garage located 108'0" away from the bulkhead at its closet point and seaward side porch and covered porch located 100'0" away from the bulkhead at its closest point; abandonment of existing sanitary system and construction of an I/A OWTS system landward of dwelling-, construction of f265 linear feet of fencing and t2 400 sq.ft. paver patio, At 505 Lighthouse Lane, Southold Suffolk County Tax Map#1000-70-6-29.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 21, 2022 pursuant to which Trustees Wetland Permit#10264 Dated November 16,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of a 20'x40' in-ground swimming pool located 597' away from the existing bulkhead at its closest point; installation of a grade level bluestone pool patio around the pool extending 3'0"to the west side of the pool 3'0" on the seaward side of pool and 10'0" on the east and south sides of pool located 56'7" away from existing bulkhead at its closest point,• installation of 4' high pool enclosure fencing around patio perimeter,• installation of a pool drywell for backwash and pool equipment area; demolition of existing dwelling,wood decks and concrete ramp,• construction activity within 100'from the landward edge of wetlands for a two-story dwelling-with attached garage located 108'0" away from the bulkhead at its closet point and seaward side porch and covered porch located 100'0" away from the bulkhead at its closest point abandonment of existings_anitarsystem and construction of an I/A OWTS system landward of dwelling; construction of ±265 linear feet of fencing and f2 400 sq.ft. paver patio. The certificate is issued to BRETT O'REILLY owner of the aforesaid property. 1 Authorized Signature BUILDING DEPARTMEN ./Vlectrical Ins'.:'Y r . TOWN OF SOUTHOLD!? L Town Hall Annex- 54375 Mai Road - I�O? ��1179 ' . w � Southold, New York B IW.1-Q959 Telephone (631) 765-1802 - �` 31).765.9502 A rogerr@southoldtownny.gov - seand southoldtownny.gov i APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIO (All Information Required Dater Company Name: C�/,� Name: License No.: email: Address: '4e Phone No.: -/7 JOB SITE INFORMATION (All Information Required) Name: Address: �� p Cross Street: Phone No.: Bldg.Permit#: email: °Tax Map District: 1000 Section: Block:�� Lot: . BRIEF DESCRI�TlN WORK (Please Print Clearly A/ Al �� � V D 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 Informatio (All information r .quired) ervice Si 1.Ph- 3 Ph Size: A #Meters / .0 r# New Service - ire eco c - Flood co ect- Service Reconnect - Underground - erhead # Underground Laterals 1 2. . Frame Pole Work done on Service? Y N Additional Information: PAYMEN DUE WITH APPLICATION CAV Request for Inspection orm.xis ✓ + �12 nC Seat U Qz PERMIT# Address: 36 Switches Outlets A(.4 GFI s 4�, ao Surface n,( qo �� Sconces 3 0��LS HH s UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. - Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower o ��' -6'0(Roo 6A 6a Lo Service Amps Have Used C("VL Used �-�lJ� G� �L+1 oL o Have Sub Amps A P Comments occi4� ,V\ SQw�kw,eg-�. teed. �FT- an l l.u. yle 6F1 ro ec N fie-06 �f-1 , pr-14,e I V�o 0 VU �, mr* r �5 f ` ' coV to �e:,tc.0 1�off. ��k Uvv"% . 1 SURVEY OF PROPERTY SITUATE SOUTHOLD A5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK oti/+ S.C. TAX No. 1000-70-06-29.1 b" SCALE 1"=30' 6p + cN SEPTEMBER 6, 2022 SEPTEMBER 20, 2022 ADD SITE PLAN ' NOVEMBER 4 2022 ADD PROPOSED POOL PATIO �.(,`� .�'.;,•;;.,>f a NOVEM13 R 30. 2022 REVISE SITE PLAN TJ G JANUARY 15, 2024 FOUNDATION LOCATION AREA = 43,209 sq. ft. (To BumEAD) 0.992 cc. 5 b9gy9 f / 5O r GENERAL NOTES: .•,f 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM - 2. FLOOD ZONE INFORMATION TAKEN FROM: - FLOOD INSURANCE RATE MAP No.36103CO187 H ZONE VE: COASTAL FLOOD WITH VELOCM rIAZMD(WAVE ACDON): BASE FLOW EIEVATION5 DETERMINED W ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.25 ANNUAL CHANCE FLOODPWN. �R I nR II$ •smcEwcPT Or ( 1✓� " of � N 1 Itl I /' HOUSE `O maw 1O II /" ff.L% OIfA mWgE�a /" �1_ Tom_ l�T/'�` 01V DraDPAYwfD CONCRETE FOUNDATION R - / /` tl.W.J80 IxT ^ JC n.e gNpA� ``, �/ H005E (DJ RASM awe DEN 7 emL IA' pO,E Nrr 1 W I W 1 � C I O O 1 � I I O g .`kir O II4 I � O,YQ' z I l_ -�— ' N 94'04'20"E OODI0 16.80 —___ _ �,y 129,45. i.unleN_wtf_ J N 76 D400pki RTVA'1T fi) _5 84'04'20•r _..__� _,1' ROSA/R DOSOAT �� OWEWNG 1eV7 _' Oys A CCSFaD-alDl OWEWWO O �4 11 PI6P.rIhD M NLVIa1V1R N1M ila:IaND1VY xwaww ran 1mE sJR,FTs w oTwrmlm 1 FOR me LuLs,wm Aemwm AND ADOFl® ro waN usf m mE ND,mm sore IAND � T1L[ASSaIXARIX4 O N� NW �� Q of D'9a z 8,5 1 £ 1 J I N.Y.S.Lt..No.50467 1 UNw11HOWlEO AL1FPAmON OR AO-N M , m ms suavFr s A wumN OF Nathan Taft Corwin III l, TD THII,xw DF ra NfwDTA1f faUG11pN uW. Land Surveyor Ci feflBE A V`RrrmasuuN eater ei mu��oERra BE A vALn TRIFE 05vr. L TT�1 CK DFRIIi1GlINE DIDIGIFD NT#IfN 9W1 RIM N Nf PERSON NR mwu T c suR fY SUCD ,To:Stan J.Ltaloan,Jr.I.S. PZ PR PARED.AND ON HIS ff WF m XE Jssap A Ingegm LS. TaIE CONPANY OOAANMORALgD N!D LE1mam asmlmox usrtn Nwtu1,war RUe Surreys-SL68Wafons-Slls Plons- CanefluaflDn lY�ut MD fd�fLln�grOD A4 NO'iI.WSlEAIDL PHONE(831)727-2080 Fax(831)727-1727 1XE/E%ISTfNCF DF RIDHw OF WAY IMIES LOCATED AT M4UN0 ADDRESS :ND OF NOT SNDWN AREFNmCGUAEGMEEO. S Hain t m�P.LQ FbN 18 Jam, rl Nay York 11947 Jam Nee Yark 11947 A'1 ,I rat r �••'h �� kzat to 7 202 CP Certified, Residential Count Sheet Application # :; M,,;; ; Alarms ?Tyfteef Qty Wiring Device Type Qty / "='ur6asri �p Sensor Smoke` 4 Switch General Purpose 25 / Sensor Carbon Monoxide 0 Switch Light Dimmer 8 Sensor Combo Smoke/CO 10 Switch Fan 0 Appliances Type Qty Switch Motion Sensing 0 Furnace Gas/Oil/Electric 0 Switch Light activated 0 Boiler Gas/Oil/Electric 2 Switch Motor Control 0 Heat Pump Mini-Split/Central 0 Switch Disconnect 0 Air Condioner Window/Central 0 Receptacle General Purpose 85 Range Gas/Electric 1 Receptacle Ground Fault 6 Wall Oven Gas/Electric 1 Receptacle Arc Fault 0 Cook Top Gas/Electric 1 Receptacle Air Conditioning 0 Microwave Wall/Oven 1 Receptacle Clothes Dryer 2 Dish Washer Plug/Hard Wired 2 Receptacle Clothes Washer 2 Jacuzzi Tub Plug/Hard Wired 0 Receptacle Electric Range 0 Pool/Hot tub Type Qty Receptacle Dish Washer 2 Pool Above Ground 0 Receptacle Electric Car 0 Pool In-Ground 1 Receptacle Garbage Disposals 0 Pool Portable 0 Receptacle CATV/Telephone 2 / Pool Filtration 1 Light Fixture Surface 8 d Pool Control Switches 1 Light Fixture Recessed 80 Pool Sub Panel 1 Light Fixture Wall Sconces 8 Pool Light Fixtures 4 Light Fixture Tracks [ ] Heads [ ] 0 Pool Heater 1 Light Fixture Drop Pendent 4 Hot Tub Plug/Hard Wired 0 Fixture Paddle Fan 0 Service Type Qty Fixture Paddle Fan/Light 0 Single Phase Overhead 0 Fixture Bath Fan 6 Single Phase Underground 1 Fixture Bath Fan/Light 0 Main Panel Amperage 200 amps 2 Fixture Bath Fan/Light/Heat 0 Main Panel Spaces 0 Electric Heat Baseboard 0 Sub Panel Amperage2 @ 200 2 @ 100 4 Electric Heat Wall Mount 0 Sub Panel Spaces Per Panel 42 Electric Heat Radiant Floor 0 Entrance Cable Conductor Size 4_0 Circuit Breakers Single Pole 12 Meter Pan Amperage 400 Circuit Breakers Double Pole 15 Reconnect C/H or Electrician Circuit Breakers Ground Fault 2 Generator Essential Circuit 1 Circuit Breakers Arc Fault 24 Generator Whole House 0 Circuit Breakers GFCI/AFCI Combo 44 Transfer Switch Auto 2 Thermostat Line Voltage 0 Transfer Switch IManual 1 0 IThermostat I Low Voltage 4 OF SOGTyO� * # TOWN OF SOUTH.OLD BUILDING DEPT. cou 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAfU�LKING [ ] FRAMING /STRAPPING [ FINAL Nb N [ ] FIREPLACE & CHIMNEY. [' ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] 'RENTAL REMARKS: • l �� ' ol r 1 LAWAA 9 hvim �-W&Wan ol 10V5 -ni �m"&A 2101� lax. Lb DATE Y INSPECTOR pF SObTyO� # . .TOWN. OF SOUTHOLD .BUILDING DEPT. cout+, 631-765-1802 M INSPECTIO c [ ] FOUNDATION 1 ST/ REBAR [ - ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] T ATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL P.,)e-Z [ ] . FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9,A. 92M CA--- .� DATE I INSPECTOR f" OE SO(/Th�� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o i Ok— pg- DATE . 2 INSPECTOR ho�a0f 50Ulyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS.. ✓— � lh o..ti DATE Alo INSPECTOR t OF SO(/r�O �# TOWN OF SOUTHOLD BUILDING DEPT. courrr+��' 631-765-1802 qqqq INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [�O ATION 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 [ ] R TAL REMARKS DATE del INSPECTOR OF SOUT,�o� # * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vi DATE INSPECTOR ho�aOF SO(/T�,°� # # TOWN OF S_O.UTHOLD BUILDING DEPT. coorm, 631-765-1802 a INSPECTION , [ ] FOUNDATION 1.ST/ REBAR [ ]. UGH PLBG. [ ] FOUNDATION 2ND [ -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cmam s� S • atlA A DATE INSPECTORX44Z 14 - V SOUTyo� L` { a q-- - SD� Iv 4 >w5 * TOWN OF SOUTHOLD ILDING DEPT. , 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [y ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nt-ta C.ou-" 401Y, 0-1 K, S ftve d 40 14,61i° (c_ &e_a k,,'ev- fo kwx eG� 4,'l oot ra-k o u e DATE I29 05 INSPECTOR d�• OFSO//l Hp� X1G�6q 5©5 �;�ILDINGA f 11oc6e � * # TOWN OF SOUTHOLD DEPT. coulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ]. RENTAL REMARKS: 40 DATE h o2 Z INSPECTOR - OF SOOTyOIo {r 1 1/v `�OJ `�• v �OG v * # TOWN OF SOUTHOLD BUILDING DEPT. "gum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [5C] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:_ 90-9,5/0- Mevl � ()C -5 fr p -D (Q ne- oa, o U:� h ©mot or p(-Cb 05r+\ DATE gab a INSPECTOR OF SOyo� Y(4OF k ^a '5`� 0 # # TOWN OF SOUTHOLD ILDING DEPT. coum, 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE Z CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: 7OW . 140e, e o Qw 3 �d euc to bet cook p_( out Sw c fck 4,r Ar l;6r I^ r0t Dw ►h a, t G Y lv1oF� C� ��ih �dOF Ble-A eta 164 .DATE o`Z INSPECTOR �O�aOF SOUIyo� l c!�� �{ hows e- '""i/" # TOWN OF SOUTHOLD-BUILDING _DEPT: "coum 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ 'I ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL) [ ] CODE VIOLV�n [ ] PRE C/O [ ] ' RENTAL R MARKS: �t,�_e �Qtr i rt5 t4 AiJ -hear waiker at seNt'C4 Eel e G4 o&i rvxc� 01AA` VPt %I �Lvl tferOct! �l - x f6ex veck o d ck vwc S 51 vtC d' DATE + v INSPECTOR q Q1 * # TOWN OF SOUTHOLD BU DING DEPT. - 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE_RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [. ] ELECTRICAL (ROUGH) [)J ELECTRICAL (FINAL) [ : ] CODE VIOLATION [ ] PRE-C/O [ ]. RENTAL REMARKS: wty\ kyloc k ou. 64 ;n dle S 4rouQjk,5 ✓fie o \lcuvtf�- 5 ` brde mie,64 aLe 10 s Vitt rtQvt 5crtw S re wt.ou e �n um-i�f 6o KA gack ko - . 14T5 a5 f I wk ko DATE S INSPECTOR o� SOUTyOIo (09 CJ v P/W # # TOWN OF.SOUTHOLD BUILDING [ PT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 ICU DATE INSPECTOR ofEOt,��� Gy< BUILDING DEPARTMENT-Electrical Inspector ram'„ z TOWN OF SOUTHOLD 4-4 • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 O! Tel hone (631) 765-1802 Temporary Certificate # aq Date_"OL 2024 Customer Name Electrician Name ,,k 0 Address L "aUSe , Phone ?j `5 1 e-mail e-mail k t,,cm Phone License# 'j)ravl ME Size LkCD A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole \/'H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above. Authorized by 1 Home Energy Rating Certificate Rating Date: 2025-05-29 Final Report Registry ID: 258418327 Ekotrope ID: vDKZEP5d • - • - Annual Your home's HERS score is a relative 505 Lighthouse ® performance score. the number, SouthoTd.NY 11971 - • more energy efficient - home.To $61934 Builder: learn more,visit www.hersindex.com *Relative to an average U.S.home Southold • • • LLC Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 171.3 $4,367 2016 New York ECCC Cooling 4.0 $227 2020 New York ECCC Hot Water 16.6 $420 2018 International Energy Conservation Co Lights/Appliances 42.7 $2,313 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 234.7 $7,447 2 loco IndeK Home Feature Summary: Rating Completed by: —® CD Q NomEneW Home Type: Single family detached r 0-0 .150 Model: Single and Separate Energy Rater: Michael Fauci rCr 03 0 Exist;ng 140 Community: N/A RESNET ID: 8619824 Homes 130 Conditioned Floor Area: 7,021 ftz Rating Company: Energy Testing Services 1:0 Number of Bedrooms: 6 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference 01 ,111 110 Primary Heating System: Boiler-Propane-95 AFUE 631-244-2627 Home 100 Primary Cooling System: Air Conditioner•Electric-15.2 SEER2 90 Rating Provider. Building Efficiency Resources 80 Primary Water Heating: Residential Water Heater•Propane•0.87 Energy Factor 70 House Tightness 5154 CFMSO(2.95 ACH50) PO Box 1769 Brevard,NC 28712 60— •& Ventilation: 200 CFM-130 Watts•ERV 800-399-9620 �. 1, so This Home Dud Leakage to Outside: Untested Forced Air G0 Above Grade Walls: R-21 30 Ceiling: Vaulted Roof,R-30 0 10 Window Type: U-Value.0.3,SHGC:0.3 LCI�t / CcC�CG ��✓Y Zero Energy Home o Foundation Walls: N/A f, uE..� Framed Floor. R-30 Michael Fauci,Certified Energy Rater Digitally signed:6/16/2S at 11:11 AM Ekotrope RATER . 1 -23651 0 ekotrope The Energy Rating Disclosure .. -from the Provider. . . 505 Li hthouse Lane Southold NY HERSO r - r Rating Date: 64 HERS Regis"ID: 2S8418327 Annual Estimates: Rating Company: Electric(kWh): 12,931.6 Energy Testing Services Propane(Gallons): 2,093.6 Rating Provider. Building Efficiency Resources CO2(Tons): 19.4 Rating Provider Address: Approx.Energy Cost: $7,447 PO Box 1769 Brevard,NC 28712 Home Feature Summary: g M.'.E.ey Single family detached,6 bedrooms,7,021 ft2 sso ' E"Irng 140 Heating:95 AFUE Homes 1s° uo Cooling: 15.2 SE rre Hot Water:0 Energy Fa for Reference '7,'i 100 Home Air Leaka °° 0 6 .e 5154 CF 0(2.95 ACHS 70_ Ventilatio 60 200 CF 1.1 RV so This Home 60 Dud LTO:Untested Forced Air 30=o Above Grade Walls:R-21 Zero Energy 10 Ceiling:Vaulted Roof,R-30 Homc 0 Window:U:0.3•SHGC:0.3 `�� lnr Enarsy Foundation Walls:N/A rtro.ekotrope r 505 Lighthouse Lane Southold, NY 11971 Builder:Southold Capital Group LLC Model:Single and Separate Community: N/A THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R-6.0,Return R-6.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air Foundation Walls N/A Total Duct Leakage 143 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Boiler•Propane•95 AFUE Slab N/A Cooling Air Conditioner•Electric• 15.2 SEER2 Infiltration 5154 CFM50(2.95 ACH50) Water Heating Residential Water Heater•Propane•0.87 Energy Factor Window U-Value:0.3,SHGC:0.3 Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. 2 f Name: Michael Fauci Signature: /VI[Cln aged!autci Organization: Energy Testing Services Digitally signed: 6/16/25 at 11:11 AM Ekotrope RATER-Version 5.0.2.3651 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report: Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 505 Lighthouse Lane City: Southold Builder Name: Southold Capital Group, LLC. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if mare than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2025-05-29 Outdoors Temp During Test: 75 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No -r�-- Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ 7e: nace❑Boiler 1 1 Heat Pump Q Other❑ t z Ventine Type s Sin![aQe Sip llage CO CO Efficiency Fuel Tvne Circle T e (Worst Case) aurral (Worst Case) Natural Rating:95•0 N❑P❑✓ O❑E� NQXOMOS� Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/A PPM NIA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank[2lndirect ✓ Tankless ❑ Size: 80.0 Style Common Vent El No n Instantaneous ✓❑Commercial (See Note 5below) (Gallons) 4 Stand Alone 0 s Efficiency Frrel Type z Ventinr t Tvne a Draft Sin llae Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) 0.87 N❑P❑✓ O[:jEE] N❑MQSQ✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓ FailEl N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2025-06-16 �SiiFfo K�oGy� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Wo • � 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#: 49469 Date: 7/13/2023 Permission is hereby granted to: O'Reilly, Brett 505 Lighthouse Ln Southold, NY 11971 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, SCHD and DEC (non jurisdiction letter) approvals. At premises located at: 505 Lighthouse Ln, Southold SCTM #473889 Sec/Block/Lot# 70.-6-29.1 Pursuant to application dated 6/6/2023 and approved by the Building Inspector. To expire on 1111/2025. Fees: DEMOLITION $795.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $5,323.60 CO-NEW DWELLING $50.00 Total: $6,168.60 Building Inspector f ] D 3 5 For model: HD135F Heat Alarm User's Guide AC Wire-in Single and/or Multiple Station (up to 24 Devices) Heat Alarm with 9 Volt Battery Back Up, 135°F fixed temperature. Thank you for purchasing this heat alarm. It is an important part of your family's home safety plan. You can trust this product to provide the .highest quality safe- ty protection. We know you expect nothing less when the lives of your family are at stake. Kidde alarms and accessories CAN ONLY BE interconnected with other Kidde alarms and accessories as well as specified brands and models of interconnect compatible alarms. Connection of Kidde products to a non-speci- fied manufacturer's interconnect system, or connection with non-specified equipment from another manufacturer into an existing Kidde system could result in nuisance alarming, failure to alarm, or damage to one or all of the devices in the interconnect system. Refer to the User's Guide supplied with each Kidde product for interconnect compatible models, brands, and devices. Refer to the wiring instructions in section 3 for NFPA initiating device limits askedFor your convenience, write down the following information. If you call our Consumer Hotline, these are the first questions you will be Heat Alarm Model Number (located on back of alarm): Date Code (located on back of alarm): The National Fire Protection Association (NFPA) and the manufacturer recommend replacing this alarm ten years from the date code. Date of Purchase: Where Purchased: SIGNALING VST7NC s 820-0917-EN Rev. D e y sFRvtce LISTED 1000-7211-01 L WARNING! BATTERY DOOR WILL NOT CLOSE UNLESS A BATTERY IS PRES- ENT. REMOVAL OF THE HEAT ALARM BATTERY AND DISCONNECTING OR LOSS OF AC POWER WILL RENDER THE HEAT ALARM INOPERATIVE. ELECTRICAL RATING: 120 VAC, 60HZ, 80mA maximum per alarm (maximum 80mA for originating unit with 24 devices interconnected). IMPORTANT! READ ALL INSTRUCTIONS BEFORE INSTALLATION AND KEEP THIS MANUAL NEAR THE ALARM FOR FUTURE REFERENCE. WARNING! THIS HEAT ALARM IS NOT DESIGNED TO PROTECT LIFE SAFE- TY AGAINST FIRE AND SMOKE. SEE LIMITATIONS OF ALARMS IN SECTION 8 FOR DETAILS. CONTENTS OF THIS MANUAL 1 SPECIFICATIONS 2 RECOMMENDED LOCATIONS OF ALARMS 3 LOCATIONS TO AVOID 4 INSTALLATION INSTRUCTIONS 5 OPERATION AND TESTING 6 FALSE ALARMS 7 MAINTENANCE 8 LIMITATIONS OF HEAT ALARMS 9 GOOD SAFETY HABITS 10 NFPA PROTECTION STANDARD 72 11 SERVICE AND WARRANTY Do not try to repair this heat alarm yourself. Refer to the instructions in Section 11 for service. 1. SPECIFICATIONS Model Number . . . . . . . . . . . . . . . . . . . . . . . . . .HD135°F AC 120 VAC, 60HZ, 80 mA max, 9 V battery backup, Multiple station (up to 24), compatible with Kidde/Lifesaver smoke alarms (see section 3 for a complete list of compatible devices). U.L. Temperature rating . . . . . . . . . . . . . . . . . . .135°F Fixed temperature only U.L. Maximum ambient temperature at ceiling . .1001F U.L. Recommended coverage . . . . . . . . . . . . . . .2500 Square Feet (Note "A") U.L. recommended spacing . . . . . . . . . . . . . . . . .50 Feet Maximum distance from wall . . . . . . . . . . . . . . .25 Feet (Note"B") Note A: Maximum coverage established by U.L. is based on providing equal response time as sprinkler devices spaced at 10-Ft intervals (100 Sq/Ft) on a smooth ceiling approximately 15 feet high. Higher ceilings may adversely affect response time and earlier response time may be obtained by reducing the spac- ing between alarms. Note B: Maximum distance is from any wall or ceiling projection extending down more than 12 inches. 2. RECOMMENDED LOCATION OF ALARMS • The most favorable mounting location for a heat alarm is on the ceiling in the i _(,o m)_i center of the room. At this location the CEILING I MINIMUM alarm is closest to all areas of the room DEAD AIR f SPACE 4„ (see figure 3). 00 Cm) MINIMUM BEST _ NEVER EXCEPTION: When the mounting surface HERE HERE might become considerably warmer or 12" (30.5 cm) cooler than the room, such as a poorly MAXIMUM insulated ceiling, below an unfinished attic, ACCEPTABLE HERE or an exterior wall. In these cases the alarm should be mounted on an inside wall. • If the alarm cannot be located in the SIDE WALL center of the room, an off-center location can be used on the ceiling. When off cen- ter mounting an alarm on the ceiling, locate it at a minimum of 4" (10 cm) from 8.9m �fl) (3.8 16m(W0) the side wall (see figure 3). 7.6 In • If a ceiling mounting location is not fea- (26fl' sible the next logical location for mounting heat alarms is on the side wall. When mounting the alarm on the wall, use an inside wall with the top edge of the alarm at a minimum of 4" (10 cm) and a maxi- mum of 12 " (30.5 cm) below the ceiling (see figure 1). • Install Heat Alarms on sloped, peaked or cathedral ceilings at or within 3 ft (0.9m) of the highest point (measured horizontally). NFPA 72 states: "Smoke alarms in rooms with ceiling slopes greater than 1 ft in 8 ft (.3m in 2.4m) hori- zontally shall be located on the high side of the room." NFPA 72 states: "A row r of alarms shall be spaced and located within 3 ft (0.9m) of the peak of the ANYWHERE E ceiling measured horizontally" (see AREA figure 3). 1 X/1-0 ' I-.� 3'�I • In rooms with open joists or m) (0.9m) I beams, all ceiling mounted alarms shall be located on the bottom of ' I such beams (see figure 2). 1, I 1 2 ►11. S �. 5 H• • Alarms installed on an open-joisted ceiling shall have their smooth ceiling spacing reduced to no more than half S-Alarm Spacing of the listed spacing when measured 1 at right angles to the solid joist (See I , figure 2). ' I ' , MOBILE HOME INSTALLATION 1 ? s S .'. s ". Modern mobile homes have been designed and built to be energy effi- cient. Install heat alarms as recom- mended above (refer to RECOMMENDED LOCATIONS and FIGURE 1). In older mobile homes that are not well insulated compared to present stan- dards, extreme heat or cold can be transferred from the outside to the inside through poorly insulated walls and roof. This may create a thermal barrier which can prevent the heat from reaching an alarm mounted on the ceiling. In such units, install the heat alarm on an inside wall with the top edge of the alarm at a minimum of 4" (10 cm) and a maximum of 12" (30.5 cm) below the ceiling (see figure 1). If you are not sure about the insulation in your mobile home, or if you notice that the outer walls and ceiling are either hot or cold, install the alarm on an inside wall. WARNING: TEST YOUR HEAT ALARM OPERATION AFTER RV OR MOBILE HOME VEHICLE HAS BEEN IN STORAGE, BEFORE EACH TRIP AND AT LEAST ONCE A WEEK DURING USE. 3. LOCATIONS TO AVOID • In front of forced air supply ducts used for heating and air conditioning, near ceiling fans, or other high air flow areas. • In an area where the temperature may fall below -20OF or rise above 100°F. • Near fluorescent lights — electronic " noise" may cause nuisance alarms. • Heat alarms are not to be used with detector guards unless the combination (alarm and guard) have been evaluated and found suitable for that purpose. 4. INSTALLATION INSTRUCTIONS WIRING REQUIREMENTS • This smoke alarm should be installed on a U.L. listed or recognized junction box. All connections should be made by a qualified electrician and all wiring used shall be in accordance with articles 210 and 300.3(B) of the U.S. National Electrical Code ANSI/NFPA 70, NFPA 72 and/or any other codes having jurisdic- tion in your area. The multiple station interconnect wiring to the alarms must be run in the same raceway or cable as the AC power wiring. In addition, the resistance of the interconnect wiring shall be a maximum of 10 ohms. • The appropriate power source is 120 Volt AC Single Phase supplied from a non-switchable circuit which is not protected by a ground fault interrupter. • WARNING:This alarm cannot be operated from power derived from a square wave or modified square wave inverter. These type of inverters are sometimes used to supply power to the structure in off grid installations, such as solar or wind derived power sources. These power sources produce high peak voltages that will damage the alarm. WIRING INSTRUCTIONS FOR AC QUICK CONNECT HARNESS CAUTION! TURN OFF THE MAIN POWER TO THE CIRCUIT BEFORE WIRING THE ALARM. • For alarms that are used as single station, DO NOT CONNECT THE RED WIRE TO ANYTHING. Leave the red wire insulating cap in place to make certain that the red wire cannot contact any metal parts or the electrical box. • When alarms are interconnected, all interconnected units must be powered from a single circuit. • A maximum of 24 Kidde/Lifesaver devices may be interconnected in a multiple station arrangement. The interconnect system should not exceed the NFPA interconnect limit of 12' smoke alarms and/or 18 alarms total (smoke, heat, carbon monoxide, etc.). With 18 alarms interconnected, it is still possible to interconnect up to a total of 6 remote signaling devices and/or relay modules. f • When mixing models which have battery backup (1275, 1276, 1285, 1296, i 12040, i 12040A, i 12060, i 12060A, i 12080, i 12080A, i4618, A618A, PE 120, P12040, P12000, P12010, KN-COPE-i, KN-SM-FM-i, KN-COSM-IB, HD135F, KN-COB-IC, KN-COP-IC) with models without battery backup, (1235, i12020, i12020A, KN-COSM-I,120X, SM120X, CO120X, SL1770 be advised that the models without battery backup will not respond during an AC power failure. • The maximum wire run distance between the first and last unit in an intercon- nected system is 1000 feet. • Figure 4 illustrates interconnection wiring. Improper connection will result in damage to the alarm, failure to operate, or a shock hazard. • Make certain alarms are wired to a continuous (non-switched) power line. NOTE: Use standard UL listed household wire (as required by local codes) avail- FUSE OR CIRCUIT BREAKER L 7..dule BLACK RED BLACK pED WHITE WHITECONNECTOp CONNECTOR Smoke HD135F Smoke Alarm Heat a Optional Alarm Alarm Accessory able at all electrical supply stores and most hardware stores. FIGURE 4 INTERCONNECT WIRING DIAGRAM WIRES ON ALARM HARNESS CONNECTED TO Black Hot Side of AC Line White Neutral Side of AC Line Red Interconnect Lines (Red Wires) of Other Units in the Multiple Station Set up BATTERY INSTALLATION See MAINTENANCE (section 7) for battery installation. CAUTION! IF THE BATTERY REMINDER FINGER IS NOT HELD DOWN IN THE BATTERY COMPARTMENT BY THE BATTERY, THE BATTERY DOOR WILL NOT CLOSE, THE AC QUICK CONNECTOR WILL NOT ATTACH TO THE ALARM, AND THE ALARM WILL NOT ATTACH TO THE TRIM RING (SEE SECTION 7, FIGURE 9). MOUNTING INSTRUCTIONS CAUTION: THIS UNIT IS SEALED. THE COVER IS NOT REMOVABLE! 1 . Remove the trim ring from the back of the alarm by holding the trim ring and twisting the alarm in the direction indicated by the "OFF" arrow on the alarm cover. 2.After selecting the proper smoke alarm location as described in Section 2 and wiring the AC QUICK CONNECT harness as described in the WIRING INSTRUC- TIONS, attach the trim ring to the electrical box (see figure 5). 3. Use a screwdriver to punch out only the pair of holes in the trim ring that match your type of electrical box or plaster ring. Mount the trim ring to the electrical box, using the appropriate holes. NOTE: Use the circle, square and octagon markings near each mounting hole in the trim ring to help you select the correct mounting holes (see figure 5). 0� 0 000 %0 0� %o to �o 0 0� 000 0� �� O �0 Rectangular Circular Octagonal Plaster Ring Plaster Ring Electrical Box Figure 5 SELECT CORRECT MOUNTING HOLES ON TRIM RING 4. Pull the AC QUICK- CONNECTOR through the center hole in the trim ring and mount the ring, making sure that the mounting screws are positioned in the small ends of the keyholes before tightening the screws (see figure 5). 5. Plug the AC QUICK CONNECTOR into the back of the alarm (see figure 6), making sure that the locks on the connector snap into place. Then push the excess wire back into the electrical box through the hole in the center of the trim ring. 6. If you have finished all the WIRING, BATTERY INSTALLATION AND TRIM RING MOUNTING STEPS, you can install the alarm on the trim ring. Alignment marks are provided on the side of the alarm and on the trim ring (see figure 7). 7. Install the alarm on the trim ring with the indicating marks aligned and rotate the alarm in the direction of the "ON" arrow on the cover until the alarm snaps in place (see figure 7). 8.Turn on the AC power. The green AC Power On Indicator should be lit when the alarm is operating from AC power. TAMPER RESIST LOCKING PIN: To make your heat alarm tamper resistant, a locking pin has been provided with your alarm. Using this pin will help deter children and others from removing the alarm from trim ring. To use the pin, insert it into the hole in the side of the alarm after the alarm has been installed on the trim ring (see figure 8). NOTE: The tamper resist pin will have to be removed in order to change the bat- teries. Use long nose pliers to pull the pin out of the hole. It is now possible to remove the alarm from the trim ring. To remove AC Alignment Marks connector, Tamper resistant squeeze locking pin locking arms and pull. ( �a• Remove o o Install FIGURE 6 FIGURE 7 FIGURE 8 After installation, TEST your alarm by pressing and holding the test button for several seconds. You can also use a hand held hair dryer to test your heat alarm. Complete details on this procedure are outlined in section 5. CAUTION! Early warning fire detection is best achieved by the installation of fire detection equipment in all rooms and areas of the household as follows: A smoke alarm installed in each separate sleeping area (in the vicinity of - but out- side of the bedroom) and heat or smoke alarms in the living rooms, dining rooms, kitchens, hallways, attics, furnace rooms, closets, utility storage rooms, basements, and attached garages. S. OPERATION AND TESTING OPERATION: The heat alarm is operating once AC power is applied, fresh batter- ies are installed and testing is complete. When the heat alarm senses tempera- tures above 1350F (plus or minus a few degrees), the horn will sound a loud (85 db) pulsating alarm until the temperature drops below 1350F. LED INDICATORS: This heat alarm is equipped with red and green LED indicators. The red LED is located under the test button and has two modes of operation. Standby Condition: The red LED will flash every 30-40 seconds to indicate that the smoke alarm is operating properly. Alarm Condition: When the unit detects heat and goes into alarm, the red LED will flash rapidly (one flash per second). The rapid flashing LED and pulsating alarm will continue until the temperature drops below 135 IF. WHEN UNITS ARE INTERCONNECTED, only the red LED of the originating alarm or alarm being tested will flash rapidly. All other units in the interconnect sys- tem will sound an alarm but their red LED's will NOT flash rapidly. The green LED is located under the other button. Standby Condition: The green LED will be steady on, indicating the presence of AC power. TESTING: Test by pushing the test button on the cover and hold it down for a minimum of 5 seconds. This will sound the alarm if all the electronic circuitry, horn, and battery are working. THE TEST SWITCH MAY NOT CAUSE A TEST SIG- NAL IF THE AMBIENT TEMPERATURE IS BELOW 32°F, IN THIS CASE TEST THE UNIT BY BLOWING HOT AIR AT THE ALARM SENSING ELEMENT WITH A HAIR DRYER HELD ABOUT 1 FOOT FROM THE UNIT. If no alarm sounds, check the fuse or circuit breaker supplying power to the alarm circuit, if the alarm still does not sound the unit may have defective bat- teries or other failure. TEST THE ALARM WEEKLY TO ENSURE PROPER OPERATION. Erratic or low sound coming from your alarm may indicate a defective alarm, and it should be returned for service (see section 12). 6. FALSE ALARMS To avoid false alarms,DO NOT USE WHERE ROOM TEMPERATURES WILL EXCEED 1000 F. Heat alarms respond only to heat. They do not detect smoke. If the unit does alarm, check for fires first. If a fire is discovered, get out of the house and call the fire department. If no fire is present check to see if one of the reasons listed in section 3 may have caused the alarm. 7. MAINTENANCE ALARM REMOVAL IF TAMPER RESIST PIN HAS BEEN USED, REFER TO TAMPER RESIST LOCK- ING PIN IN SECTION 4 FOR PIN REMOVAL INSTRUCTIONS. To replace the battery, remove the alarm from the trim ring by rotating the alarm in the direction of the "OFF" arrow on the cover (see section 4, figure 7). To dis- connect the AC power harness, squeeze the locking arms on the sides of the Quick Connector while pulling the connector away from the bottom of the alarm (see section 4, figure 6). BATTERY INSTALLATION AND REMOVAL To replace or install the batteries, you must first remove the alarm from the trim ring by following the ALARM REMOVAL instruc- tions at the beginning of this section. After alarm has been removed, you can open the battery door and install or replace the bat- tery. Battery installation instructions are --� provided on the inside of the battery door. When installing the battery, press the bat- tery reminder finger down into the battery compartment and install the battery (see ' figure 9). CAUTION! IF THE BATTERY REMINDER FINGER IS NOT HELD DOWN IN THE BATTERY COMPARTMENT BY THE BATTERY, THE BATTERY DOOR WILL NOT CLOSE, THE AC QUICK CONNECTOR WILL NOT ATTACH TO THE ALARM, AND THE ALARM WILL NOT ATTACH TO THE TRIM RING. This smoke alarm uses a 9V carbon backup battery (alkaline and lithium batteries may also be used). A fresh battery should last for one year under normal operat- ing conditions. This alarm has a low/missing battery monitor circuit which will cause the alarm to "chirp" approximately every 30-40 seconds for a minimum of seven (7) days when the battery gets low. Replace the battery when this condition occurs. USE ONLY THE FOLLOWING 9 VOLT BATTERIES FOR SMOKE ALARM REPLACEMENT. Carbon-zinc type EVEREADY 216 OR 1222; GOLD PEAK 1604P OR 1604S Alkaline type ENERGIZER 522; DURACELL MN1604, MX1604; GOLD PEAK 1604A; PANASONIC 6AM6, 6AM-6, 6AM-6P1, 6AM6X, and 6LR61(GA) Lithium type ULTRALIFE U9VL-J NOTE: WEEKLY TESTING IS REQUIRED! WARNING! BE SURE TO FOLLOW BATTERY INSTALLATION INSTRUCTIONS PRINTED ON THE INSIDE OF THE BATTERY DOOR AND USE ONLY THE BATTERIES SPECIFIED. USE OF DIFFERENT BATTERIES MAY HAVE A DETRI- MENTAL EFFECT ON THE SMOKE ALARM. CLEANING YOUR ALARM YOUR ALARM SHOULD BE CLEANED AT LEAST ONCE A YEAR To clean your alarm, remove it from the mounting bracket as outlined in the beginning of this section. You can clean the interior of your alarm (sensing chamber) by using compressed air or a vacuum cleaner hose and blowing or vac- uuming through the openings around the temperature sensor located on the top of the alarm. The outside of the alarm can be wiped with a damp cloth. After cleaning, reinstall your alarm and test your alarm by using the test button. If cleaning does not restore the alarm to normal operation the alarm should be replaced. After cleaning, reinstall your alarm. Test your alarm by using the test button and check that the green LED is on. 8. LIMITATIONS OF HEAT ALARMS WARNING: PLEASE READ CAREFULLY AND THOROUGHLY • HEAT ALARMS ARE NOT DESIGNED TO PROTECT LIFE SAFETY AGAINST FIRE AND SMOKE. IN MOST FIRES, HAZARDOUS LEVELS OF TOXIC GASES, SMOKE AND HEAT CAN BUILD UP BEFORE A HEAT ALARM WILL OPERATE. IN CASES WHERE LIFE SAFETY IS AN ISSUE, HEAT ALARMS SHOULD ONLY BE USED TO PROVIDE AN ADDED SOURCE OF INFORMA- TION AND AS A SUPPLEMENT TO THE SMOKE ALARM INSTALLATION. HEAT ALARMS DO NOT ALWAYS DETECT FIRES, THE FIRE MAY BE A SLOW SMOLDERING (SMOKE PRODUCING) LOW HEAT PRODUCING TYPE, THE FIRE MAY BE IN A DIFFERENT ROOM THAN THE ALARM, OR THE HEAT FROM THE FIRE MAY BYPASS THE ALARM. THIS ALARM WILL NOT DETECT SMOKE, GASES OR FLAMES. • HOME FIRES DEVELOP IN DIFFERENT WAYS AND ARE OFTEN UNPREDICTABLE. NO ONE TYPE OF ALARM (HEAT, PHOTOELECTRIC OR IONIZATION) IS ALWAYS BEST, AND A GIVEN ALARM MAY NOT ALWAYS PROVIDE WARNING OF A FIRE. ALSO ALARMS DO HAVE LIMITATIONS. FOR A BATTERY POWERED ALARM THE BATTERY MUST BE OF THE SPECIFIED TYPE, IN GOOD CONDI- TION AND INSTALLED PROPERLY. AC POWERED ALARMS WILL NOT OPERATE IF AC POWER HAS BEEN CUT OFF SUCH AS BY AN ELECTRICAL FIRE OR AN OPEN FUSE. ALARMS MUST BE TESTED REGULARLY TO MAKE SURE THE BAT- TERIES AND THE ALARM CIRCUITS ARE IN GOOD OPERATING CONDITION. • HEAT ALARMS CANNOT PROVIDE AN ALARM IF HEAT DOES NOT REACH THE ALARM. THEREFORE, HEAT ALARMS MAY NOT SENSE FIRES STARTING IN CHIMNEYS, WALLS, ON ROOFS, ON THE OTHER SIDE OF A CLOSED DOOR OR ON A DIFFERENT FLOOR. IF THE ALARM IS LOCATED OUTSIDE THE BEDROOM OR ON A DIFFERENT FLOOR, IT MAY NOT WAKE UP A SOUND SLEEPER. THE USE OF ALCOHOL OR DRUGS MAY ALSO IMPAIR ONES ABILITY TO HEAR THE ALARM. FOR MAXIMUM PROTECTION HEAT ALARMS SHOULD ONLY BE USED AS A SUPPLEMENT TO SMOKE ALARMS. SMOKE ALARMS SHOULD BE INSTALLED IN EACH SLEEPING AREA ON EVERY LEVEL OF A HOME AND BE INTERCONNECTE WITH EACH OTHER AND THE HEAT ALARMS. • ALTHOUGH HEAT ALARMS WHEN COMBINED WITH SMOKE ALARMS, CAN HELP SAVE LIVES BY PROVIDING AN EARLY WARNING OF A FIRE, THEY ARE NOT A SUBSTITUTE FOR AN INSURANCE POLICY. HOME OWNERS AND RENTERS SHOULD HAVE ADEQUATE INSURANCE TO PROTECT THEIR LIVES AND PROPERTY. . . y 9. GOOD SAFETY HABITS DEVELOP AND PRACTICE A PLAN OF ESCAPE • Install and maintain Fire extinguishers on every level of the home and in the kitchen, basement and garage. Know how to use a fire extinguisher prior to an emergency. • Make a floor plan indicating all doors and windows and at least two (2) escape routes from each room. Second story windows may need a rope or chain ladder. • Have a family meeting and discuss your escape plan, showing everyone what to do in case of fire. • Determine a place outside your home where you all can meet if a fire occurs. • Familiarize everyone with the sound of the smoke alarm and train them to leave your home when they hear it. • Practice a fire drill at least every six months, including fire drills at night. Ensure that small children hear the alarm and wake when it sounds. They must wake up in order to execute the escape plan. Practice allows all occu- pants to test your plan before an emergency. You may not be able to reach' your children. It is important they know what to do. • Current studies have shown smoke alarms may not awaken all sleeping individuals, and that it is the responsibility of individuals in the household that are capable of assisting others to provide assistance to those who may not be awakened by the alarm sound, or to those who may be incapable of safely evacuating the area unassisted. WHAT TO DO WHEN THE ALARM SOUNDS • Leave immediately by your escape plan. Every second counts, so don't waste time getting dressed or picking up valuables. • In leaving, don't open any inside door without first feeling its surface. If hot, or if you see smoke seeping through cracks, don't open that door! Instead, use your alternate exit. If the inside of the door is cool, place your shoulder against it, open it slightly and be ready to slam it shut if heat and smoke rush in. • Stay close to the floor if the air is smoky. Breathe shallowly through a cloth,; wet if possible. • Once outside, go to your selected meeting place and make sure everyone is there. • Call the fire department from your neighbor's home - not from yours! • Don't return to your home until the fire officials say that it is all right to do so. There are situations where a smoke alarm may not be effective to protect against fire as stated in the NFPA Standard 72. For instance: a) smoking in bed b) leaving children home alone c) cleaning with flammable liquids, such as gasoline 10. NFPA REQUIRED PROTECTION The National Fire Protection Association's Standard 72 provides the following information: Smoke Detection - Where required by applicable laws, codes, or standards for the specified occupancy, approved single- and multiple-station smoke alarms shall be installed as follows: (1) In all sleeping rooms Exception: Smoke alarms shall not be required in sleeping rooms in existing one- and two-family dwelling units. (2) Outside of each separate sleeping area, in immediate vicinity of the sleeping rooms. (3) On each level of the dwelling unit, including basements Exception: In existing one- and two-family dwelling units, approved smoke alarms powered by batteries are permitted. Smoke Detection - Are More Smoke Alarms Desirable? The required number of smoke alarms might not provide reliable early warning protection for those areas separated by a door from the areas protected by the required smoke alarms. For this reason, it is recommended that the householder consider the use of addi- tional smoke alarms for those areas for increased protection. The additional areas include the basement, bedrooms, dining room, furnace room, utility room, and hallways not protected by the required smoke alarms. The installation of the smoke alarms in the kitchen, attic (finished or unfinished), or garage is nor- mally not recommended, as these locations occasionally experience conditions that can result in improper operation. This equipment should be installed in accordance with the National Fire Protection Association's Standard 72 (NFPA, Batterymarch Park, Quincy, MA 02269). 11. CAUTION (AS REQUIRED BY THE CALIFORNIA STATE FIRE MARSHAL) "Early warning fire detection is best achieved by the installation of fire detection equipment in all rooms and areas of the household as follows. A smoke alarm installed in each separate sleeping area (in the vicinity of, but outside of the bed- rooms), and heat or smoke alarms in the living rooms, dining rooms, bedrooms, kitchens, hallways, attics, furnace rooms, closets, utility and storage rooms, base- ments and attached garages." 12. SERVICE AND WARRANTY If after reviewing this manual you feel that your smoke alarm is defective in any way, do not tamper with the unit. Return it for servicing to: KIDDE Safety, 101!6 Corporate Park Dr., Mebane, NC 27302. 1-800-880-6788 (See Warranty for in-warranty returns). FIVE YEAR LIMITED WARRANTY KIDDE Safety warrants to the original purchaser that the enclosed heat alarm (but not the battery) will be free from defects in material and workmanship or design under nor- mal use and service for a period of five years from the date of purchase. The obligation of KIDDE Safety under this warranty is limited to repairing or replacing the heat alarm or . any part which we find to be defective in material, workmanship or design, free of charge to the customer, upon sending the heat alarm with proof of date of purchase, postage and return postage prepaid, to Warranty Service Department, KIDDE Safety, 1016 Corporate Park Dr., Mebane, NC 27302. This warranty shall not apply to the heat alarm if it has been damaged, modified, abused or altered after the date of purchase or if it fails to operate due'to improper maintenance or inadequate AC or DC electrical power. THE LIABILITY OF KIDDE SAFETY OR ANY OF ITS PARENT OR SUBSIDIARY CORPORA- TIONS ARISING FROM THE SALE OF THIS HEAT ALARM OR UNDER THE TERMS OF THIS LIMITED.WARRANTY SHALL NOT IN ANY CASE'EXCEED THE COST OF REPLACEMENT OF THE HEAT ALARM AND, IN NO CASE, SHALL KIDDE SAFETY OR ANY OF ITS PARENT OR SUBSIDIARY CORPORATIONS BE LIABLE FOR CONSEQUENTIAL LOSS OR DAMAGES RESULTING FROM THE FAILURE OF THE HEAT ALARM OR FOR BREACH OF THIS OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, EVEN IF THE LOSS OR DAMAGE IS CAUSED BY THE COMPANY'S NEGLIGENCE OR FAULT. Since some states do not allow limitations on the duration of an implied warranty or do not allow the exclusion or limitation of incidental or consequential damages, the above limitations or exclusions may not apply to you. While this warranty gives you specific legal rights, you may also have other rights which vary from state to state. Also, KIDDE Safety makes no warranty, express or implied, written or oral, including that of merchantability or fitness for any particular purpose, with respect to the battery. The above warranty may not be altered except in writing signed by both parties hereto. QUESTIONS OR FOR MORE INFORMATION Call our Consumer Hotline at 1-800-880-6788 or contact us at our website at www.kidde.com #0,0 • jr K i e LIFESAVER Kidde, 1016 Corporate Park Drive, Mebane, NC 27302 f D ECEIWE JUL 1 6 2024 Building Department Town of Southold D E E 0 W E J U L 1 6 2024 Building Department r� ,LA", Town of Southold 1 o� 4 ' > r E c E 0 W E , �,�� •�. � _. .. . _ J U L 1 6 2024 � •,. � Building Department 'Down of Southoid --1 t " BUILDING DEPARTM :EN tectrltM Inspectir. (� TOWN OF SOUTHd60- Town Hall-Annex- 54375 Maid Road 8 1179 4f � r tR. Southold, New York: �rSi -Q959 Telephone (631) 765-1802=: `i�Xt fi ;765 95b2 ,`. ro err s'outholdtownn ... ov�, eandO.s6"UftlaiWrjny Clov, APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATIO ,(Ali information:Required Company:Name; Nacre i it License No.,. email: Address. Phone No:: - JOE SITE INFORMATION (All Information Required) Name: . ' A ..... i; Address: �� p Gross Street; Phone No.: Bldg.Permit#: email:: "Tax Map,District.:. 1000 . . Section: LIP _ Block BR1EF.DESCRI TION: WORK:(Please:Priht Cleary Circle:All That - Is bola'+ready,for inspection?: YES NO Rough`In ,� Final Do you need a Temp Certificate?*' YES -NCO- Issued On: Temp, Informa�io (All informations required) ervice Si 1 Ph 3 Ph Size: �A #Meters Oi r# New Service- ire eco c - Flood co . ect-S.ervice Reconnect !-Underground - enhead #Underground Laterals .1 2' Frame' Pole Vl/ork done on Service? Y r,N Additional Information: PAYMENT DUE WITH APPLICATION. 3040 i Request for Inspection;FormAg cleevnca-SQ�v\ee Scott A. Russell �7[' SuFFC(� ��°��,��� OIRMWATIEIE SUPERVISOR U3. � ) 2-L. �ui[A��lA\(G]E ]EN T SOUTHOLD T61VN HALL-0.O:Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold , CRMYrER 236 - STOR.MNVATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE, COMPLETED BY T'HE APPLICANT i ONLY FOR PROPERTIES ONI--: ACRE; IN AREA OR LARGER 1 il - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - . . APPLICANT: (Properi}� 0�1ner, Design F'rcfessional, ent Contractor, Other) NAME: e Loxyfcy- _ Date: Contact Inforination: pn L�^n .i L o ry Property Address Location of Construction Site: j� j p /�( r PJ -�.�.1��L. l lll.}t_1 District 1 pL t;- 7(7- 0(11- Zq E I - -f Section Block Lot TO BE COMPLETED BY SOIJTHO.LD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required � - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! Area of Disturbance is Greater than I Acre & Storm-\,\ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D•E.S. Perrnit DIRECTLY From, N.Y.S. D.E,C. Prior to isuance of a Building Permit. ® - Area of Disturbance is Greater than 1 Acre St )rm-Water Runoff Flows Through Southold Towns MS4 Systems-to Waters of the State of Nei, Yos 1;. THE APPLICANT MUST OB T Al a S.P.D.E.S. Permit through the Southold To'vn En=lineering Department Prior to Issuance of a Building Pe.r wit- . n:,tin. r-np m wtr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY Ca Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F.(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT February 21 st, 2023 i Brett O'Reilly 505 Lighthouse Ln Southold, NY 11971 Re: Application#1-4738-03261/00005 O'Reilly Property - 505 Lighthouse Ln, Southold, NY 11971 SCTM #1000-70-6-29 To Whom It May Concern: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the property located landward of the line marked "N.G.V.D 1929 10' contour line", as shown on the site survey prepared by Nathan Taft Corwin III, last revised 11/3012022, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, no permit is required for work landward of this tidal wetlands jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Star Permit Administrator das cc: JMO Environmental BMHP /File NEWOF YORK Department of STATf Environmental Conservation I 7-14-2023 JUL 17 2023 Town of Southold -BITII,I3ING DE '. Building Department r� Town Hall Annex 54375 Main St Southold, NY 11971 To Whom It May Concern: My name is Brett O'Reilly. I own and live full-time at 505 Lighthouse Lane in Southold, a six- home private road located off Pine Neck Road. I'm writing this letter to advise you that there is currently, nor has there ever been, a Gas service at this location. In fact, there is no gas service at any home located on Lighthouse Lane.Thank you for your help. Sincerely Brett O'Reilly '0 7. "W'A 3,st E nmrm'i MQ' iff BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK .......... 3.......... PERMIT NO. 10264 DATE: NOV EMBER 16,2022 5 i ISSUED TO. BRETT O'REILLY 'V 3 PROPERTY ADDRESS: 505 LIGHTHOUSE LANE, SOUTHOLD SCTM# 1000-70-6-29.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, and in consideration of application fee in the sum of$250.00 paid by Brett O'Reilly and subject to the Terms V; and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and pen-nits the following: -ground swimming pool located 59'7" away from the Wedand Permit to instaRl a 20'x4O' in W i) r, \r'� v existing bulkhead at its closest point; install a grade ReveR bluestone pool patio around the pool extending 3'0"to the west side of the pool,3'011 on the seaward side of pool,and 10'0" on the 3" east and south sides of pool located 56'7"away from existing bulkhead at its closest point; rywell for pool d install 4' high pool enclosure fencing around patio perimeter; install a backwash, and pool equipment area; demolish existing 9welling,wood decks and concrete 51 Uk' ramp; for construction activity within QOW from the landward edge of wetlands for a.=sed two-story dwelling wit attached garage located 108'0 away from the bulkhead at its cDoset poial,a-M-se—award side porch-a-Mc-o-7-FET—porch located 100'0" away from the bulkhead at its closest point; abandon existing sanitary system and construct new I/A OWTS system landward w of dwelling; with the condition of silt fencing and haybales; a 1:1 native hardwood treeyti replacement with 1-3"caliper; install dryweRl even or landward of pool; and as depicted on the 'D survey prepared by Nathan Taft Corwin III .and Surveyor, Bast dated November 30,2022 and - N stamped approved on December 7,2022. N R" IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these s of the day and year first above written. presents to be subscribed by a majority of the said Board a rvl k2 EW t 1" Tli -m!"."_'a'SW E, IM \ s Dwyer, Tracey From: Dwyer,Tracey Sent: Thursday,July 13, 2023 10:58 AM To: 'Megan Carrick' Subject: RE:O'Reilly- Letter of Non-Jurisdiction DEC Attachments: electric application_20230713105730.pdf �PI se email me copies of the following • PSENG disconnect or n e ectric application to keep a meter on site. have attached the application.) • LIPA disconnect letter ✓• Workers Comp, Disability, and Liability Insurance. From: Megan Carrick<megan.cmtarchitecture@gmail.com> Sent:Thursday,July 13, 2023 8:59 AM To: Dwyer,Tracey<tracey.dwyer@town:southold.ny.us> Subject: O'Reilly- Letter of Non-Jurisdiction DEC Good Morning Tracey, Please see attached for the letter of Non-Jurisdiction from the DEC for the O'Reilly's project at 505 Lighthouse Lane. Thank you, Megan Megan A. Carrick Architect OLL- ), Charles -M. 'Thomas Architecture and Planning 631.804.3796 (c) Megan.cmtarchitecture(cz��,gmail.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 SITE PLAN OF PROPERTY �� �%� �, '`' t , � (0 EXISTING IMPERVIOUS LOT COVERAGE °.�' /�F2CHITECT SIT UA TE; ✓ ^�' rm vpmakntx DESCRIPTION AREA X LOT COVERAGE SOUTHOILD �`,�, HOUSE & GARAGE 2616 sq. ft. 6.0% TOWN OF SOUTHOLD � SUFFOLK COUNTY, NEW YORK �, �,`� WOOD DECKS 249 sq. ft. 0.6X REVISIONS D E S C R I P T I o N S.C. TAi{ NO. GOO-'70-06-Lg. , ��, °� X. CONCRETE/BRICK STOOPS 180 sq. ft. 0.4% AERATOR MOUNTING CASTING 11-1-22 TOWN TRUSTEES ' `� sY. N TOTAL 3045 s ft 7OX q. . . ELECT. CONDUIT SCALE 1 "=30' d co fowrs WIRING PER MFGR. SEPTEMBER 6, 2022 h l 120V AC, 10. 60 Hz, 15-AMP POWER SUPPLY rn PROPOSED IMPERVIOUS LOT COVERAGE #12-2 AWG WiTH GND IN 1- PVC CONDUIT i • i 'i DESCRIPTION AREA X LOT COVERAGE FUJI CLEAN HARDWIRE •a r=^ OWTS OWTS MAIN AREA = 43,209 sq. ft. HOUSE do GARAGE 4,846 sq. ft. 11.2% CE'' tO CONTROL SERVICE F9PANEL (TO BULKHEAD) 0.992 C3c. S�gr. z ELECTRIC SERVICE d / COVERED PORCHES 695 sq. ft. 1.6% AIR BLOWER CONECTTON / 9 PORCHES 627 sq. ft. 1.5% NOTE: BURIED ELECTRICAL POWER CONDUITS I SHALL BE MIN. 24• BELOW GRADE GROUND ROD NOTES: '(�, D��'S' .�' � � / x i POOL Boo sq. ft. 1.$x = 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Y S •/� EXISTING ELEVATIONS ARE: SHOWN THUS:)= 0 / x POOL PATIO s4s sq. ft. 2.2X " , ELECTRIC ONE LINE DIAGRAM EXISTING CONTOUR LINES ARE SHOWN THUS: XX /� \ f d' '/ TOTAL 7,914 sq. ft. 18.3% (NOT TO SCALE) F.FL - FIRST FLOOR cFt. - GARAGE FLOOR '�G� 4- A / / r 144 _ m CESSPOOL LOT AREA - 43,209 sq. ft. b�, , ,"'-• h. � .,� TB - TOP OF BULKHEAD �� 'J /x / x� BB - BOTTOM OF BULKHEAD a w> -. TW - TOP OF WALL BW - BOTTOM OF WALL DRAINAGE SYSTEM CALCULATIONS: 1 �• . r'/ / -� A2 ROOF AREA: 6,968 s ft. ._ THIS SITE PLAN HAS BEEN PREPARED USING 0`�'f Z. / /� / ,x11 / -L _ _ 6,96$ sq. ft. x 0.17 = 1,184.56 cu. ft. THE INFORMATION FROM THE: / / I 1,184.56 cu. ft. / 42.2 = 28.0 vertical ft. of 8 dia. leaching pool requiredy ..' ;`� SURVEY OF NATHAN CORWINI, LAND cl4 / /�/ // x i PROVIDE (5) 8 did. X 6 high STORM DRAIN POOLS .r , SURVEYOR FROM NATHAN TAFT CORWIN iII �� �� � x ! 6 ra( / �O.L x / / x �, NOTE. ALL ROOF AREAS TO BE PIPED TO DRYWELLS LAND SURVEYING P.C. DATECJ SEPTEMBER , a_- � x / �-D- 2022. g- , � / DZMwsOhP1a ! _ I__ PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 10 ,z SM�-ff" ' - �,� s / PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ' - - i 1 / x E>csl*�c tTno oPnlnl aq t3 2�13Uj UPDATE / 1J.3 !�a r.; POOLBK7n6141 � I PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - TEST HOLE DATA N N �2 / / 4 - -- (TEST HOLE DUG BY M( Dc ONA1D Geo rvi ,S. ON AUGUST 4, 2021 �j f / x '�. :: I' LEGEND: / PRPo°oL PRam yOUS£ MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. y, 0 y EL. 16.5' °. .b / x .. . . .... . / POET EQP. 3 LEACHING GALLEYS (8.5'x4.75') 8' DEEP DAARK BROWN LOAM (OL) x 13 / 14 E 'R �_° -14 1 LEACHING GALLEYS (8.5'x4.75')) 4' DEEP < cy C O , PASS POQf I --- -- -- 1- - -- -- ----- -;�..-:.: . 1•0• n ��\ PROPOt�4�FAN � \ __.___-- 1 EX PROPOSED FUTURE 503G EXPANSION POOL II1C� 00 eRnWN SILTY sawD (SM) � N aTro PEF# 'ER of RET ureFl) Koss�yESNlRe \ 1 . BLLEa?�E?A1a A6� PM u oxx 1 a a WDoo� ��POOL 1�1sE � PROPOSED 8.0' DIAMETER x 8.0' DEEP LEACHING POOL % O 00 R�EG. ii 20.5' �\ 3.0' ( r w1k PG / // b // a CID U!2Fl1 E>asTrcteol>5E _ / � I \ 000 PROPOSED FUJI CLEAN CEN-10 A G E OWn / \ TREATMENT SYSTEM n W ° • ' h y 15 `" .a 3: .:.. 5 's ® P 12"xt 2" POLYLOK DISTRIBUTION BOX / - I � PROPOSED ( n .d BROWN AND PALE BROWN y �' / I / _ �J ) FliNE SAND (SP) �� _'` 4. ON ARE FROM FIELD ° Tlgirnxe --�' - = - ._ - THE LOCATION OF WELLS AND CESSPOOLS SHOWN HERE Ix .e OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS ° is N M . PROPOSED ;, I ° 5. EXISTING SEPTIC TO BEPUMPED CLEAN AND REMOVED. ° a i ` W z 2 STORY HOUSE` ` 0 O � (8 BEDROOMS) EXISTING SANITARY ON SITE TO BE REMOVEDPVM GROUND WATER • °a // Ham POR h 8 6 t f \ b EDROO F.FL. 20 0 Z ".°°�:: 16.1• I . '---' _. . ...� � ,�a � � h PROPOSED SEPTIC SYSTEM DETAIL " W/'ATER IN PALE BROWN FlNE SAND n ` J' FLU MI M0 IKAF COMIfYX� 7 1 �, I � es � t17 24•0 COWPONcxrs THIS AocEss o►a � - 16 0• 17.5•..- \ 16.5' x �•' tj 20"0 HOPE SECURE HEAVY COVER BY va. (NOT TO SCALE) n = 17.0' _ Fwm a BARER Loerm I 14.0' `• CON•ITI.PANEL 10 E RETRLED t i n �, 20'3AFIY SCREEN of POLYLDC(TYv. /' - { i �- �/ 17 B• �'�l 13.1E o HOUSE e V167 9oE aE � ELEV.20.0 OLCV' 1x o'er r/Poe i1a s AN_ FVVSHv 1 RAGE pVs� 11TDFR T O fAM:RTE + j 'O• o / fNNPY PoR.)f y �'_] .. TO HY,10E 1,riN wdar.o earn O LR6 TO GIFTS COIL PMkl / tDP a.tax �---1�um. N VET OF ONIS .� � NV.EL PrcwD1 1/4*/1' v.EL 15.a 3•CLEW f Uhl FOH AR*f 1 x o / x O tea t owArs T -7 U : ECEv. Is.c .�4 DOLLAR T - t2CtAREi1FD Z4� .wo �x H E ntv.iai TRUTUENrs�scw E1Ev.10t a'�16.0• -L / 17� ..... PR7i �] - - -L- -- W/PM-12 RISK i O �� -t1• NO AR RDMBt 1 / FA ib:F �c• ,w I gN i fUTD410T 3MO-4 LLVO.B'S / .0 a tMITY POLE 8-•--i G I I^I 1` 1D GRKJE WN L0f�tK COVER '�-'1' / - - � �� � HfOT.EL too• PELTED GROUND WATER t: v J 0 2E :D . EL 8.3' F11V. 2.0 SUFFOLK CITY DEPAF.';1'17NT 01" i IC,AL4II are.Y1CL« O J Pq�POgD / -v 8' MINIMUM PENETRATION GROUNO WATER PER TEST HOLE 0 2O'-0• tNT 0.V V1RC,N ELEV. 0.4 26.0' .�� 17 OF sANO AvD Avl PERMIT FOR APPROVAL HR.OVAL OF CONSTRUC-,ICPI FOIL A E I n �r °\ T73 Lai FUJI CLEAN CEN-10 I/A OWTS SYSTEM - COT :.,INGL~ F'F M11LY Rr:SjC::(yCC C'yLY " ` (� Pf�AL MCW OMM- - (V \ TREATMENT SYSTEM 1. MINIMUM I/A OWP SYSTEM CAPACITIES FOR a BEDROOM HOUSE is SM H#WD DQ3TiC.ASPHALT DI+hE M !7 �I � / 8 BEDROOM HOUSE• SINGLE FAMILY DWELIM - 680 GALLONS PER DAY USE FUR arm CEN-10 TREATMENT SYSTEM RATED FOR I=GPD. USE: (1) FUR CLEAN CEN-10 TREATMENT SYSTEM - 1000 GALLONS PER DAY 2.A LOFT MIN.DISTANCE BETWEEN I/A SYSTEM AND HOUSE SMALL BE MAINTAINED M BE RE100 / ( ,6.7 \ 7 C7 3.All 30aHT5 SHALL BE SEALED 50 TAtNC 5 WATER nGHT. Lv 0 ,� 4.INSTALLER MUST HOLD A CURRENT UOlAO WASTE LICENSE PURSI TO CHAPTER 551 F i Z3 ARTICLE NI WITH ENOORSEWENT J. A Z T � U.0 � a� �p PROPOSED O LEACHING POOLS (2� 5.T/A SI TEAL Must BE REaSTF.RED wmH TTHE sLrETYxx CouEm BOARD DF HIALTH N I ' �`°-' • �!U� ' 1 / I IVEWAS - - 1.MINIMUM WCH14C SYSTEM FOR B BEDROOM HOUSE IS 550 I SIDEWALL AREA ACCORDANCE TO ARTICLE 1s. / ,- Q -- DRIVEWAY 3 LEACHING POOLS:8•DU.x 8'DEEP DEEP p S.�� HSH9AtL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER APP Ro�,!"O / O 2.LEACHING POOLS APE.SOLID CONSTRUCTED,AND/OR OF PRECAST REINFORCED CONCRETE(OR EQUAL) 7.VENT VA WITH A MIN 2.OML PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMWITE 18 O �� / �- X T • LfJuCCOV S SHAURE5.SOW DOMES ENO//OR SLABS. INCHES ABOVE GRADE WITH A CARBON nLTERED DEVICE LOCATED 3 FT FROM ANY WiW:AW ** '- cx� ✓E-. 3.ALL COVERS SHALL BE OF PRECAST Ht£aHFORCED CONCRETE(DR EQUAL). OR DOOR. FO�: J\A n I.";'U i<1 O rJ �'7�, O x x 1 1 x .b 4.A 10' min.DISTANCE BETWEEN L£ACHOtG POOLS AND WATER LINE SHALL BE MAINTAINED. S.ELECTRICAL CONTROLS SHALL E MOUNTED ON THE SIDE OF THE RESIDENCE N VIEW OF THE cjQ 19�_' _-`/ � %18.4 Y I O yLJ S.A7 8' rttln.OISdA4CE BETWEEN ALL LFA(:1AHG GALLEYS AND OWTS TANK SHALL BE MAINTAINED. SYSTEM LOCATION. B.PANEL SNAL MEET MEMA)4X SPECIMATIONS. EXPIR .S L{�;'�{E-, YEARS ! {,' { t{:::: \ N 10.CONDUIT SWILL EL,41:APPROPRIATE SEALS TO PREVENT CAS AND MOISTURE FROM YEARS FRO 11 1 DATE OF A('r`R O A L •��5 i, r I D I REACHING THE CONTROL PANEL O \ TT�TE A 91ALL BE ENONPSSUUAL ALAR WITH MS THAT READARNMILY AND HEARCH D BY ... � b 8 !8 OCCUPANTS OF THE RESIDENCE SERVED. 7 \ x € 2 n ,{y� 12 AERATOR AND OPERATING COMPONENTS SHAH BE ACCES"X AM SERVICEABLE FROM (nt o• •O ems•"-- ACCESS OP'ENtMOS. ;c N $4'p 4'20" E HIES ,�19.3 \ ---- _. pw�LulN TER 16.80 ��`- LAMP \ f 'ya 9 � pR w�Y scull BA -11 B tt pUg�1C CESSPOOL �� T +ttAY I 3'-6• -3 CHAMBER-6• CHAMBER VolunteHealI -4.1`1!110 mn((.7ft'xistir,S3nit?,,. S s'm1`,•'i1 ,l1':ar1 Sedimentation Chamber 5�8 r' # tGG T POLE _ _ Anaetobic Filtration ChamixT 5�6 CO',I'E(}�?24 C`,,•Ir}1(?V ,-N cr n , n Sub _ i _ U11I1TY - E(3RCULATION .•1I'I').. i' (�1.11'":f`t'�._.1iT..3,.�L�Ii'�11. . _ T VZ f� _--- AER LIFT PUMP � Aerobic Contact Filtration Chamber 24R -� OVERHEAD �� -- / © x CYLINDER(OPTIONAL) - Disinfection Chamber 111 n Q comi":t"`" C3TIi1`Yt' �e 1`>1- �i 0 ..�rro- f 2 • r-� \ SINFECTION .. X..? a ., pol"10,+ E --'''� RIVATE POAD �A O o A,�o 1H �`- �`-� GUY \ / Total Volume HIPS 7 • , P rjE) S `t __A+ WIRE 4•INLET PIPE \ •OUTLET PIPE WIDE $260 p0 30(L CFIT OUSE - \,`9 A� I !A Anaerobic Media SPECIFICATIONS Board T Aerobic Media PVC/PP/Pi T Aerobic Media PP/PE d F INLET BAFFLE © \ AIR LIFT PUMP Blo%%TT 5.3 cfm ROSA /HODGSON \ � X� Tani FRP Charles M. Thomas WATER _ O / - Piping PVC/PP/PL r PUBLIC Access Covers Plastic/Cast lrnn r4,Y,H*T�^r, ��+/� *� n qT 3 4'AIR INTAKE Disinfectant((h)nonah Chlorine']ablets ENS,,",,"172'z SJ l.+7i DTI�710!`r q IO'1 R,7". �' � '`�``� '7 ' t e _1 m'�l Imo, i r` RECJRCiA.AT10N OW BAFfT£ FLOW OF'ENBNG(TYPE (CIEANTNG OPENING} B S.3LJ1.1..: u`. C.+�.L-L.d'E. CR + � V PLAN VIEW 1=O t 1, PO BOX 877 JAB"ESPORT, NY 11947 (631) 727-1993 ISINFECTION 4•MANHOLE (- *, �^,H A .F+*q..;r..{e ,.t- A n«e1 -+. CYLINDER(OPTIONAL) 1' .F i _ -a o.*+4 f$; j1 PROJECT 18`MANHOLE(TYP 18'MANHOLE(TYP 24-MlANHOLE (TYP), ( OPENING o _ - -f~ ALARM/CONTROL PANEL CONTROL PANEL MOUNTED � `� MDL/1041971 CONTh'OLER A- „ - TREATED 4•X4• PRESSURE J i 1Oj ` 2 ARD TYPE MFG BY SJE RHOMBUS TREATED WOOD POSTS r P I. T CONTACT MEDIA � A:R BLOWER O 'T3 INSULATED WEATHER Z C')0 RES!STAf,T BLOYI EP iI V X r _., .._. O�uQE i 1., I J I O x x CIRCULATION o ,� 1 n N o ---- / © �' ® ASMBLY SITE PLAN rY _ -M ERMC ME04A ftN1T!�LEAN OWTS � / II A7101J ASSEMBLY 11 01 22 'may 1 1 FIN- GRADEDATE: I ELECTRICAL SUPPLY } DRAWING BY. CMT PROJECT No. TO BLOWER t� ELECTR!CAL. SUPPLY TO FwICLEAN owns SECTION A-A VIEW SECTION Ei-E3 VIEW j� SPLICE BOX CHK BY. L(�i DWG No. M C� CONTROL PANEL & BLOWER FUJi CLEAN CEN-10 TREATMENT SYSTEM (NOT TO &LICE} (NOT TO � 15]_M Du rs S I T E P L A N 1 OF 3 SCALE: 1" = 30'-0" A C-it N" C= ":AL S TE THEY VI-�RE FP'� r f T Y ^^>« ��., �.�„ p N fi 2Cu ;,+ �!T •N, OEM T F � r tl THEIR E AND PUBLICATION SHALL BE RESTK{L ItD TO FOR WHICH T AR_D. REUSE, R_ OR PUEJCA.. Y A,-,Y METHOD IN Y:'-OLE 0., L, F I (:-u �D EXCEPT BY Y, .,,TL 1 PERMISSION FRS HE ARCHITECT. TITLE TO THESE PLANS SHALL p r THESE DRAWINGS AND ACCOMPANYING SPECIFICALTIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND T E USE L .. ,LL REMAIN WITH THE A.,L,HITECT.VISUAL COhIACTI�'TH TN�hH SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �'11) MILBANIC 6672-GSC3R COLLAPSE PRODUCT IMAGE 6x72x6 Screw Cover Wireway Type 31?UL Listed Steel Knockouts ANSI 61 Gray Quad D Knockout For Lock SPECIFICATIONS Application Wireway Brand Name Milbank Cover Type Screw Cover Enclosure Outdoor Enclosure Finish ANSI 61 Gray Powder Coat Finish Height 6.0 IN Knockouts True Length 72.0 IN Material G90 Galvanized Steel NEMA Rating Type 31? Nominal Cross Section 6x6 Special Features KeyLockingCylinderLatch Provision Standard UL Listed Straight Section Length 72 I Type Wiring Trough Width 6.0 IN Please consult serving utility for their requirements prior to ordering or installing,as specifications and approvals vary by utility and may require local electrical inspector approval.All installations must be installed by a licensed electrician and must comply with all national and local codes,laws and regulations Milbank reserves the right to make changes in specifications and features shown without notice or obligation. 111 CP Certified, Residential Count Sheet Application # Alarms Type Qty Wiring Device Type Qty Sensor Smoke 4 Switch General Purpose 25 Sensor Carbon Monoxide 0 Switch Light Dimmer 8 Sensor Combo Smoke/CO 10 Switch Fan 0 Appliances .Type Qty Switch Motion Sensing 0 Furnace Gas/Oil/Electric 0 Switch Light activated 0 Boiler Gas/Oil/Electric 2 Switch Motor Control 0 Heat Pump Mini-Split/Central 0 Switch Disconnect 0 Air Condioner Window/Central 0 Receptacle General Purpose 85 Range Gas/Electric 1 Receptacle Ground Fault 6 Wall Oven Gas/Electric 1 Receptacle Arc Fault 0 Cook Top Gas/Electric 1 Receptacle Air Conditioning 0 Microwave Wall/Oven 1 Receptacle Clothes Dryer 2 Dish Washer Plug/Hard Wired 2 Receptacle Clothes Washer 2 Jacuzzi Tub Plug/Hard Wired 0 Receptacle Electric Range 0 Pool/Hot tub Type Qty Receptacle Dish Washer 2 Pool Above Ground 0 Receptacle Electric Car 0 Pool In-Ground 1 Receptacle Garbage Disposals 0 Pool Portable 0 Receptacle CAN/Telephone 2 Pool Filtration 1 Light Fixture Surface 8 Pool Control Switches 1 Light Fixture Recessed 80 Pool Sub Panel 1 Light Fixture Wall Sconces 8 Pool Light Fixtures 4 Light Fixture Tracks [ ] Heads [ ] 0 Pool Heater 1 Light Fixture Drop Pendent 4 Hot Tub Plug/Hard Wired 0 Fixture Paddle Fan 0 Service Type Qty Fixture Paddle Fan/Light 0 Single Phase Overhead 0 Fixture Bath Fan 6 Single Phase Underground 1 Fixture Bath Fan/Light 0 Main Panel Amperage 200 amps 2 Fixture Bath Fan/Light/Heat 0 Main Panel Spaces 0 Electric Heat Baseboard 0 Sub Panel Amperage2 @ 200 2 @ 100 4 Electric Heat Wall Mount 0 Sub Panel Spaces Per Panel 42 Electric Heat Radiant Floor 0 Entrance Cable Conductor Size 4_0 Circuit Breakers Single Pole 12 Meter Pan Amperage 400 Circuit Breakers Double Pole 15 Reconnect C/H or Electrician Circuit Breakers Ground Fault 2 Generator Essential Circuit 1 Circuit Breakers Arc Fault 24 Generator Whole House 0 Circuit Breakers GFCI/AFCI Combo 44 Transfer Switch Auto 2 Thermostat Line Voltage 0 Transfer Switch Imanual 0 Thermostat I Low Voltage 4 111 ill l l illlll 111 ii ll I I II I II 111 Quotation WIN (� �rMAW- EXPIRATION DATE., QUOTE NUMBER s _E L E C T R IC S U P P L Y MICHAELS ELECTRICAL DISTRIBUTORS 05/12/2024 S100146772 456 MERRICK ROAD PAGE NO. LYNBROOK,NY 11563 , MICHAELS ELECTRICAL DISTRIBUTORS 456 MERR CK ROAD Phone 516-593-7200 LYNBROOK,NY 11563 Fax 516-593-7249 Phone 516-593.7200 1 Of 1 Fax 516-593-7249 QUOTE TO: SHIP TO: C.O.D.CUSTOMER C.O.D.CUSTOMER COUNTER CUSTOMER O.Reilly East End 456 MERRICK ROAD 456 MERRICK ROAD LYNBROOK,NY 11563 LYNBROOK,NY 11563 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME/RELEASE NUMBER SALESPERSON 1431 Nick Seery . ,O'Reilly East End WRITER SHIP VIA TERMS SHIP DATE: FREIGHT ALLOWED MARVIN GREENBERG OT OUR TRUCK Cash on Delivery 03/28/2024 No ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE lea NAV-PG-TS400-208-1 400AMP TRANS S 997.500/ea 997.50 LIPA 1 PH 2ea MBK A7518 2-1/2 UNIT HUB 9.614/ea 19.23 2ea MBK S8324"HUB ADPT PLATE(4""OPN 9.071lea 18.14 TO 2-1/2""OPN)" 4ea NIP25OXCLOSE"2 112 X CL GALV. 745.444/c 29.82 NIPPLE" 6ea BRI 387-DC"2 1/2""GRND. BUSH. 1122.186/c 67.33 INS." "Sub for:ARL 456"2-1/2GR.BUSH 4ea RGDLN250 2-1/2 STEEL LOCKNUT 208.333/c 8.33 4ea RGDSLN250.2-.1/2..STL-SEALING.LOCKNUT- 850.500/c 34.02 lea MBK 6672-GSC3R NM3R SCR CVR WIREWY 213.214/ea 213.21 quoted nema 3r 2ea ECCVH2OOR 200A 1 PH ENCLOSED 235.950/ea 471.90 BREAKER N3R lea C-H DG323URB"SAFETY SWITCH, 100A, 276.618/ea 276.62 3P,240V,TYPE DG, NON-FUSIBLE, NEMA 3R" lea DG223URB GENERAL DUTY NON-FUSIBLE 171.162/ea 171.16 SAFETY SWITCH 100AMP 2ea SCE TA35 2-IN PVC TERM ADPTR 148.205/c 2.96 077026 lea SCE TA45 3-IN PVC TERM ADPTR 369.1581c 3.69 077028 By issuing a purchase order in response to any quotation of Michaels or agreeing to the quote provided herewith,Buyer expressly agrees Subtotal 2313.91 that all of the terms and conditions of sale of Michaels referenced online at https:ttmichaelselectric.comnegal are hereby expressly S&H Charges 0.00 incorporated by reference and shall be binding and applicable to all sales made by Michaels to Buyer. Michaels expressly disclaims and Estimated Tax 199.57 rejects the addition of any additional terms and conditions unless otherwise agreed to in a writing signed by Michaels.Except as Amount Due 2513.48 required by applicable law,Michaels disclaims all warranties, express or implied,including but not limited to,the warranty of fitness for a particular purpose,the warranty of merchantability and any warranties outside of the scope of the warranties provided by the manufacturers of the materials and equipment sold by Michaels. Printed By:MGREEN on 3292024 4:21:58 PM EDT BUILDING DEPARTMENT- Electrical Inspector jr���" �✓y TOWN OF SOUTHOLD yTown Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 kL14,, p� � Telephone (631) 765-1802 - FAX (631) 765-9502 rogerli),southold#ownny.Aov sea nd(aD,south oldtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 7-13-2023 Company Name: Bianco Electrical Electrician's Name: Benedetto Bianco License No.: SE-59776 Elec. email: benbiancoelectric@gmail.com Elec. Phone No: 516 650 7976 ❑I request an email copy of Certificate of Compliance Elec. Address.: 281 Lehrer Ave Elmont NY 11003 JOB SITE INFORMATION (All Information Required) Name: O'Reilly Residence Address: 505 Lighthouse Lane Cross Street: Pine Neck Road Phone No.: 516 287 0946 Bldg.Permit#: email: jim@rockven.com Tax Map District: 1000 Section: 70 Block: 06 Lot: 29.1 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 Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Cad � 1 �o��oFSe�Tyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT `� • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49469 Date: 07/13/2023 Permission is hereby granted to: Brett O'Reilly 505 Lighthouse Ln Southold, NY 11971 To: Demolish existing dwelling and construct a new single-family dwelling as applied for perTrustees, SCHD and DEC (non-jurisdiction letter)approvals.Amended 7/23/25 for architectural changes (reversed egress&sitting room). Premises Located at: 505 Lighthouse Ln, Southold, NY 11971 SCTM#70.-6-29.1 Pursuant to application dated 06/06/2023 and approved by the Building Inspector. To expire on 01/11/2025. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: DEMOLITION $795.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $5,323.60 CO-NEW DWELLING $50.00 ELECTRIC $85.00 ELECTRIC $800.00 Amendment Fee $0 Total S7,053.60 Build I�5 lf) { L46�, TOWN OF SOUTHOL'D •�guFFQ(p•coy�� �o BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . SOUTHOLD, NY r� 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#: 49469 Date: 7/13/2023 Permission is hereby granted to: O'Reilly, Brett 505 Lighthouse Ln Southold, NY 11971 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, SCHD and DEC (non jurisdiction letter) approvals. At premises located at: 505 Lighthouse Ln, Southold SCTM #473889 Sec/Block/Lot# 70.-6-29.1 Pursuant to application dated 6/6/2023 and approved by the Building Inspector. To expire on 1/11/2025. Fees: DEMOLITION $795.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $5,323.60 CO-NEW DWELLING $50.00 Total: $6,168.60 Building Inspector o�SufF'o K TOWN OF SOUTHOLD,—BUILDING DEPARTMENT si Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�oi �aa Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 1 For Office Use Only ( w PERMIT NO. I 1 ( Building Inspector: JUN — 5 2023 Applicati�ons.and.forms,must be-filled out in the r,entirety Incomplete "G m;i r,_m-FIc VP'- ,applications wil"knot be:accepte'd:"°Where the AppI 4h,t`is not tl`e owner,.an 'T^!i ;Owner's Authorization.for`m(Page?)-shall be�co' ted Date:3/28/23 „OWNEWS)OF PROPERTY Name:Brett O'Reilly TiCTIVI# 1000770-06729.1 Project Address:505 Lighthouse Lane, Southold Phone#:516-287-0946 Email:jim@rockven.com Mailing Address:505.Lighthouse Lane, Southold CONTACT"PERSON. Name:Megan Carrick Mailing Address:PO BOX 877, Jamesport,=NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN�PROFESSIONAL INFORMATION: � Name:Charles Thomas Mailing Address:PO BOX 877, Jamesport,,_NY 11947 Phone#:5167702-3519 _ Email:cdthomas63@aol.com :CONTRACTOR�I N FORMATION:" iName:TBD Mailing Address: Phone#: Email: DESCRIPTION`OF PROPOSED°CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes ❑No 1 PROERT PY'INFORMATION,. . - Existing use of property:Single Family Residence Intended use of property:Single Family. Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R4 o this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0 Check Box After Reading.'.The owner/contractor/design professional is'responsibiii'for all drainage andstorm water issues as provided by Chapter 236 of the Town Code..APPLICATION IS HEREBY MADE to the BuddmgdDepartment for the-issuancepof a Bwlding Permit pursuant to the Bwldmg Zone Ordinance of the Town of Southold,Suffolk County New York and other applicable Laws,Ordinances or,Regulations;for the construction of buildings, ::additions,'alteiations orrfor•,removal ordemolrtion as herein described The,applicant agrees to:compiy wit'h applicable laws'ordinances building code,... `housing,code„and regulations and to.adrhit authorized inspectors on prernises:and in building(s)sfor necessary,inspections False statements made herein are, .. punishable as a,Class A misdemeanor;pursua. to section 210 4S of the New .York,State Penal l.aw.' Application Submitted By(print name):Megan Carrick BAuthorized Agent El Owner �j Signature of Applicant: Date: j I3.dl 7— . STATE OF NEW YORK) SS: COUNTY , / O�F� . iA IL ) I! It4a>n la yal do being duly sworn,deposes and says that(s)he is the applicant (Name of indixWdual signing contract)above named, (S)he is the A4VA (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn -before me this 3u `day of I�a{r('k ,20kj� ��Gt.l.vvl t L tary Public Lisa Rheaume Notary Public,State of New York No.01RH6386151 PROPERTY OWNER AUTHORIZATION Certified in Suffolk County (Where the applicant is not the owner) Commission Expires: 01/22/20Z Brett O'Reilly residing at 505 Lighthouse Lane Southold NY 11971 do hereby authorize Megan Carrick to apply on my behalf to the Town of Southold Building Department for approval as described herein. a 0AWA 3-28-2023 Owner's Slinature Date Brett O'Reilly Print Owner's Name 2 Scott A. Russell 55TOIRMWAT]EIR, SUPERVISOR (n - j MIANAG]EMIENT SOUITHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOXMIOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BEI COMPLETED BY THEE APPLICANT ONLY FOR PROPERTIES ONE ACR17- IN AREA OR LARGER. ) — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — --- APPLICANT: (Property Owner, Design Professional,(Agen�t Contractor, Other) .:. Date: NAME: Contact Information: cr �rLA Q-V*C4 2 qV)C i-L �O'L 41-Ma4\ eief)h-rc d 02) Property Address Location of Construction Site: L'OvAla"u'A LAn-P S.C.T.M. District J 10co- -70- 0(d- Section Block: Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required - ! Project does Not Discharge to Waters of the State No S.P.D.E.S. Permit is Required E] - Area of Disturbance is Greater than I Acre & Storm-m ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit, DIRECTLY From N.Y.S. D.E.C. Prior to 'Issuance ol' a Building, Permit. 0 - Area of Disturbance -rn—xatev Runoff Flows Through Southold is Greater than I Acre & Stoi _h S thol Town's MS4 Systems to Waters of the Stale of New York. THE APPLICANT MUST OBTAIN` a S.P.D.E.S. Pei-njit through the Soutolcl Town Engineering Department Prior to Issuance of a Building 1'errn-it. Reviewed By: rnPM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.nygov i LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT February 21 st, 2023 Brett O'Reilly 505 Lighthouse Ln Southold, NY 11971 Re: Application#1-4738-03261/00005 O'Reilly Property-505 Lighthouse Ln, Southold, NY 11971 SCTM #1000-70-6-29 To Whom It May Concern: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the property located landward of the line marked "N,G.V.D 1929 10' contour line", as shown on the site survey prepared by Nathan Taft Corwin III, last revised i 11/30/2022, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, no permit is required for work landward of this tidal wetlands jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Star Permit Administrator das cc: JMO Environmental BMHP / File NE1 ORK Departmentof oaaainnanv Environmental Conservation 7-14-2023 '._' JUL 17 2023 s Town of Southold Building Department B��I)INGDEiP'I'a Town Hall Annex TQ�'�°`. F01 i .. 54375 Main St Southold, NY 11971 To Whom It May Concern: My name is Brett O'Reilly. I own and live full-time at 505 Lighthouse Lane in Southold, a six- home private road located off Pine Neck Road. I'm writing this letter to advise you that there is currently, nor has there ever been, a Gas service at this location. In fact,there is no gas service at any home located on Lighthouse Lane.Thank you for your help. Sincerely r3D' Brett O'Reilly N -g. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10264 DATE: NOV EMBER 16,2022 ISSUED TO: BRETT O'REILLY PROPERTY ADDRESS: 505 LIGHTHOUSE LANE,SOUTHOLD SCTM# 1000-70-6-29.1 AUTHORIZATION P. P. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, .......... and in consideration of application fee in the sum of$250.00 paid by Brett O'Reilly and subject to the Terms 5 and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: ;a , Wetland Permit to install a 20'x40' in-ground swimming pool located 59'7" away from the existing bulkhead at its closest point; install a grade level bluestone pool patio around the pool V extending 3'01'to the west side of the pool,31011 on the seaward side of pool,and 10'0" on the SI east and south sides of pool located 567'away from existing bulkhead at its closest point; install 41 high pool enclosure fencing around patio perimeter; install 2 pool dryweRl for backwash,and pool equipment area; demolish existing dwelling,wood decks and concrete 8 ramp; for construction activity within 1001 from the landward edge of wetlands for a proposed two-story dwelling with attached garage located 108'0"'away from the bulkhead at its closet point,and seaward side porch and covered porch located 100'011 away from the bulkhead at its closest point; abandon existing sanitary system and construct new E/A OWTS system landward of dwelling;with the condition of silt fencing and haybales; a 1:1 native hardwood tree replacement with 1-3"caliper; install drywell even or landward of pool; and as depicted on the R survey prepared by Nathan Taft Corwin Ell Land Surveyor,last dated November 30,2022 and 1--.' stamped approved on December 7,2022. K R, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. A IC 5 Q. IrrQ4 CIO � Z SURVEY OF PROPERTY ' `� °y ,s SITUATE SOUTHOLD lop TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ell S.C. TAX No. 1000-70-06-29.1 ry q, iv SCALE 1"=30' SEPTEMBER 6, 2022 �c�• ,�f dq 7 n SEPTEMBER 20, 2022 ADD SITE PLAN NOVEMBER 4 2022 ADD PROPOSED POOL PATIO NOVEMB�R 30. 2022 REVISE SITE PLAN G SYl f>•' 6 AREA = 43,209 sq. ft. ''�/yT •j( 'h '' (TO BULKHEAD) 0.992 CO. Tf /1 / 10 S o° �` ,r`s�`p,--- .9J APPROVED BY yp pq.43 .pt•,/ //g,olQ ;____ BOARD OF I RRUSTEES TOWN OF SOUTHOLD DATE Dt7FyttPBR 7, 2o2y Y�C`e.--X97 —._. GENERAL NOTES: .._.. . .. . ..._. 1.ELEVATIONS ARE REFERENCED TO N.A.V.D. 19BB DATUM EXISTING ELEVATIONS ARE SHOWN THUS:— EXISTING CONTOUR LINES ARE SHOWN THUS:------xx----- On 2.FLOOD ZONE INFORMATION TAKEN FROM: TEST HOLE DATA FLOOD INSURANCE RATE MAP No.36103CO187 H ('ESr HOLE DUG BYMc°oNun Gmon;K•ON AWUsr 4,M21 ZONE VL COASTAL FLD00 WITH VEIDCOV HAZARD(WAVE ACRON); AI9 - / -_fir , ``�'�•�� p•6 ROOD ELEVATONS DEIFHMINEO 'Y `. O .^•`. BRMN Z� / m w, "` •+5''>3`f!q'�P:�.-.,:�-. �� ZONE%: AREAS DETERMNm TO BE OURIDE THE OY.ANNUAL CHANCE FLOOpPWN. taW(W 3.PROPOSED SITE DESIGN BY CHARLES M.THOMAS ARCHITECT - 1p '1 I' E �� D � ��1O /tJe•' ;;/ ` � ,. 4.ANY EXISTING TREES OVER 3'CALIPER THAT ARE REMOVED ARE TO BE san wm(eQ VI=1RI( Sow w¢c on �$ nm..orv+smr �yy �m�umm REPLACED A7 A 1.1 RATIO. BEC g DRAINAGE SYSTEM CALCULATIONS: J,.no rl,.„„ /..'.CTi` ""rR, / 26rotYr HOIr 1 °j\ q, . r ox om•ew7w�,v, i I,'fa z ROOF AREA:5 t. s t1. �T re ) sum�ea 6.968 sq. ft.X 0.17-951 cu. ft. 961 cu ft./42.2=22.5 vartic0l ft.01 8'diD.leaching pool required PROPOSED 8' DIA.X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS t--------1 � PROPOSED 8' DIA.X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ------- - ' Rgo.v nrs swB NOTE:ALL ROOF AREAS TO BE PIPED TO DRYWELLS 1°• Wp05C ,� . .,1` �+ PROVIDE 3'-0'COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN u.1 D , .,e. t LEGEND: !} s EXISTING COVERAGE MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. To m,•ae / ' tZJ 3 LEACHING POOLS S'DIA.X 8'DEEP DESCRIPTION AREA L°r cvvERAe s x PROPOSED FUTURE 50%EXPANSION POOL HOUSE k GARAGE ;e1G 620�0 , =•..\x+ ��'iJ=.1 i Jv W WOOD DECKS 249 sq.H. 0.6x ,:• .': ;,\ .. ":y B[0 _ ® PROPOSED B.0'DIAMETER x 8.0'DEEP LEACHING POOL CONCRETE/BRICK STOOPS I6D AW 0PROPOSED Fuji OLFAN CEN-10 TOTAL JD43,q.et. T.pK TREATMENT STS(EM 13 PROPOSED 12'x12' POLYLOK DISTRIBUTION BOX ?• JA'� o I �+` o • 4.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD PROPOSED LOT COVERAGE �K�_,.'..� ' I� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DESCRIPTION AREA 6.EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. HOUSE B GARAGE 4.919,R•11. 11.4Y Z 1i '`+e.< 'apt_ I� 9II i COVERED PORCHES 914 sq.11. 1.6x PROPOSED SEPTIC SYSTEM DETAIL N B404120'E 1`'A�-t" �� wB �8 �--� -� ® �Aqy DECK pG 16.80' •.•. __ w re,us In p.11. I.Jx Tl e��k vxp\ POOL TOTAL J1 °^. •�,a LOT AREA=43,209 sq.ft.t tl TgpL uo ' DC pRO'ATE) �, __- 2 6�_- 80(yLGATROUSE a .o.v wan N/ObDGSON NJI CLEAN CEN-10 I/A OW1S SYSTEM-(NOM) l� TREATMENT SYSTEM ROSA A OWEWNO a Orut mi tc rAmr mv¢taD- mp wu 5 vm Mr4arrs mm ao m,a�oau�m�a evo wc. Drltil a eE wB9"� raD(t)wn -°mwtmrt sr9Ru-tow Mw,a TER MT ae, Vsrn'um°"°wimu�'Q'aw'wi az aarua° A NIA-C-NG POOLS h1 y�e�a�pl a.w aam c omw¢s anmi wA tcun��m�cquuis um swl B[R E—)) a Iqt�vcE m e[ A r svrvx wum BMW or I¢utx 11 DNR-y5 romuo B°vmKae'xn (w (a eW W oev mxwcr AM a w.dw�rYt ��w�r m M 1¢.smsE ur xn w rx[ NaP�m Kmrt°WCE YmN ll¢xm°NY 1wE 9pn Ys AS 6Tm 1 �11¢LiA�LS Am HVRO.ID IND Awalm I�rl x� cw a wmr Br r D Ix arm do rav vmu srntc wm ✓`( � IOR isacumir___ �q wa9� m�eM mw�x N,a1 1� �.... z �g 1 f N.Y.S.LIc No 50467 Nathan Taft Corwin III ao�c a v9u�on m� 1HE xE z mE wW sum[DRY 9BVD JEN DRY ,,361't o AD DwRS q _ x P Np�WHG Land Surveyor t3jg p1�IE BECK �m � 5q a qT Tr.J A.IpH09B .Jr..L5. Ns BDMIrm HE D�PST.B w DRK AB — Ise s„�,_3q�d,IM,_SM PI.,_ GM 9B q°L�ct XL n1no+.amRrwnoxJ ARE Nw rPA+saJasE. PHONE(631)737-2090 F.(631)727-1727 1NE Ex19rtX[E Or RIGXT Dr NAR .K "Ir CES LO 10 AT M41UND ADDRESS ANY�NM�.9JXEOMMI °OiNOT�euRDA a. Jame+pM.Nn York 11947 '.p P.Np�i TIs 11947 v SURVEY OF PROPERTY 419 a`J SITUATE 111. ��°yPry � SOUTHOLD �. O OF spa �Ao- SUFFOLKN U COUNTY, N W YORK e+Pa. ,/ S.C. TAX No. 1000-70-06-29.1 SCALE 1"=30' �� ahhh 6 m SEPTEMBER 6, 2022 SEPTEMBER 20. 2022 ADD SITE PLAN rM NOVEMBER 4,2022 ADD PROPOSED POOL PATIO (� ��� •!��' / AREA = 43.209 sq. ft. V� d •�- �' /0 (To BULKHEAD) 0.992 DO. NOTES: 1.ELEVATIONS ARE REFERENCED TO S N. : DATUM EXISTING ELEVATIONS ARE SHOWN THUS:— ahp A�qh ,p•@/j�// /5�//y� - EXISTING CONTOUR LINES ARE SHOWN THUS:- -xx----- bg. ../ // Gp// �1--- 2.FLOOD ZONE INFORMATION TAKEN FROM: ' Y `�,�,/ •/ /„U.f i-i---� ' FLOOD INSURANCE RATE NAP No.36103C0187 X opy�/ rT//// j ZONE YL• COASTAL FLOOD WITH YEIDCIIY"Z"D(WAVE ACTION); / /// i ' RISE R EOOD AT10N5 DEIQ2NWED p i' nJi1 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 02X ANNUAL CHANCE NDOOPLVN. / •! A�z �•�'' fi 3.PROPOSED SITE DESIGN BY CHARLES M.THOMAS ARCHITECT 91 k N 12 ' $ 19 ./ TEST HOLE DATA JJJ - n4'.,•� FPOP.POOL NON m_ON AUGUSF 4.2=1 x L�;w-r�. ` Hd11P181T E (IESF HD(£DUC!D'McGON4t n[_ Pwnow cgwDE a ;A ..rt a'cf 8 •'_ \\\ r�ae w® 1#mmxlrv+lcw DRAINAGE SYSTEM CALCULATIONS: v /' ^, ''q / I t• .JZDi yi '2 srDl�Yr HC1FvE I 4Js, 2\ ROOF AREA:5,592 a ft. 4j62 ..(D eraF+aa'G) :!I c 6.968 sq.ft.X 0.17 =951 cu.ft. 951 eu.ff. 42.2=22.5 vertical f1.of 8' dla.leaching pool required / 1 rz,varw ° / 1 1{ /{',� ' 1 � PROPOSED B'CIA.X 8' DEEP ORYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1<_- Ian. 1 ___ ti }� � PROPOSED 8'DIA.X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ------ ux eerow mIc sum .:..:::.....:..'. ...:. ;:::::.... . ntl y NOTE:ALL ROOF AREAS TO BE PIPED TO YDRYWELLS WELL 'Adds''Adds' axP ,f'f' PROVIDE 3'-0'COLLAR AROUND EACH DRYWELL OFF CLEAN BANK RUN I O • �••,,�_ 1 .... I •� x LEGEND: a EXISTING COVERAGE ro mroe ram,mo•e arse /- {/ '' MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq f1 SIDEWALL AREA. t' \ NMn""IsX�e DESCRIPTION AREA Y LOT TAYLaAG _ 3 LEACHING POOLS 8'DIA.X 8'DEEP - �- HOUSE k GARAGE 2.616 q.x. 6= {/ \ '. `IX� PROPOSED FUTURE SOY EXPANSION POOL 6/ �[0. I .,\«. WOOD DECKS .1 J,. PROPOSED 8.0•DIAMETER x 8.0•DEEP LEACHING POOL / I w ® CONCRETE/BRICK STOOPS 1W aq.It. nex a Alm O O W PROPOSED NJI CLEAN CEN-10 TOTAL 3049 eq.11. TAX ..•a. O TREATMENT SYSTEM p . I - °I°"�"': '^- �� o 13 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX o JC2: / �I "^i-";,'L•: ., G PROPOSED LOT COVERAGE o ' _ I B JAI•\ o 4.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DESCRIPTION ARra x LOT c0v[RA S.EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. G r. HOUSE k GARAGE 4.916 a0.fl. II.4X Z \ i� �I � COVERED PORCHES 6)4 a0. o x. t.6x \ ' I ___� PROPOSED SEPTIC SYSTEM DETAIL DECK N 8,rOV2a'E tAJ \\ II( '•• _� _� ® Rmmrxo 16.80 lly� \\ I �'...• _ >4' o,Aat mwiwo: . ® d POOL 9f4 so-x. Lis TOTAL LOT AREA=D 43,209 sq. ft. _ I 01.2 E _'�' p ROAD / '20".W _ �*•-.. _�-� P.x 1�-e HT y6D.aD' - - pryEo�yANE) WG D D N/NODGSON NJI CILYN LEN-10 I/A OYAS SYSTEM-(NOTES�6 ROSA TREATMENT STSfEN vuu ywrs 6 ioa,emnggM r„rs:a®,ras NOV -4 2022 �''' pWEMJNG a HquSE m1aE G r DNF]Urm- eeD OMJJms Ad O+Y ma lac(I)Iw aJAx cD�ID TlewTuoe m'aM-l000 vunrs rcR wr eo mi�'vA s131p1sme�im��aT'i Iunmaao TEACHING PO015 III ��jSg� g001tI010 s >.AN r„a. e: ui uAmwm cRMEm um swu eE,wxwxn Vc=M4T sxuL a Mwx,m oa nc sms a.,K a®aDl w Wn ar n¢ eaRRd of O,KE,6JMG vmavnbw.m°mcmE(oa Dxw} >. A 1A�lm�l�auwA.,rsr O �" ' Wwl xuE nHmvicelEDweFOR TmE 15' A5 6f Nm _ �.�WmmDM ,1 } . N.Y.S.Uc No.504U Nathan Taft Corwin III a�Rn Is A wu,aN or �TLIB d'D2 HEY'RWt 9TA,E Land Surveyor E K ayL, NDT eWWRRm N �m=,w�nGa'6 w IMP mD 6DA DR NDT�tbN9DTPfD TO I2 A WUD Taut olvr. fiA1pN5 IN6GSFD TIfAa)N 9W1L aI1N Su:usaar T.Staniry J.I.I....Ir.L5. pIYY � �N HWM Jveep A In—LS wVi udn ANn DTI°S.^ry,-Su�nvwr,-Sife PMn,_ Lam4ucfhn faNVf a NOffAH.AND MpN.CERnFGnab A"ERE NOT NOiwAre�FRreIL PHONE(631)727-2090 Fa[(671)727-1J27 .. THE TIISTEWCE OF WHY OF WAYS 0�LOGIIED Ai MVUNG ADDRESS AND/OR FAS[MEln6 D<RECORD,o 1586 M.'m Rw P.O.Boa 16 ANY,NOT SHOWN ARE NOT GUARANIQD. Jgmmp L Nm,Yoh 11947 Jmnes L Nrx Yoh 11947 � j h � t SITE PLALN OF PRIOPERTY ARCHITECT OL `� SITUATE ��' ^�O M� EXISTING IMPERVIOUS LOT COVERAGE vWri ollIffm DESCRIPTION AREA X LOT COVERAGE SOUTHOLD �-- � v TOWN OF S 0 U T HI 0 L Da `��0, HOUSE & GARAGE 2616 sq. ft. 6.0% SUFFOLK +�OUNTY NEW YORK �, �o?�,�+ WOOD DECKS 249 sq. ft. 0.6% REVISIONS D E S C R I P T i o N � �, AERATOR MOUNTING CASTING 11-1-22 TOWN TRUSTEES S.C. TAX No. 1000-70•-06-29.1 � DO, a v ti CONCRETE/BRICK STOOPS 1so sq. ft. o.ax _,01 SCALE 1 "=30' _ DL��`p0 oP :� � [TO TAL 3045 sq. ft. 7.OX ELECT. CONDUIT ° OWTS WIRING PER MfGR. SEPTEMBER 6, 2022 D' h 120V AC, 10. 60 HZ, 15-AMP POWER SUPPLY '..� rn PROPOSED IMPERVIOUS LOT COVERAGE #12-2 AWG WITH GND IN 1" PVC CONDUIT _ 0 M DESCRIPTION AREA % LOT COVERAGE FUJI CLEAN HARDWIRE _ OWTS AREA, = 43,209 s ft. m CONTROL MAIN (TO BULKHEAREA, 43,20 acp _ 0 HOUSE & GARAGE 4,846 sq. ft. 11.2% cEN ,o SERVICE �" PANEL PANEL f /� COVERED PORCHES 695 sq. ft. 1.6% AIR BLOWER CONECTIONCTRIC SERVICE PORCHES 627 sq. ft. 1.5% NOTE: BURIED ELECTRICAL POWER CONDUITS I NOTES: DO�'S� ,�. / /� / POOL 800 sq. ft. 1.8Y, SHALL BE MIN. 24" BELOW GRADE - GROUND ROD 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Gj yam° EXISTING ELEVATIONS ARE SHOWN THUS:xxx / i $g POOL PATIO 946 sq. ft. 2.2% EXISTING CONTOUR LINES ARE SHOWN THUS: XX � ' r�4' ' ��' / o�: ELECTRIC ONE LINE DIAGRAM F.FL. - FIRST FLOOR �? d�� G+� -Zo / TOTAL 7,914 sq. ft. 18.3x (NOT TO SCALE) G.FL - GARAGE FLOOR �O, ':' / - �� 10.6 CESSPOOL LOT AREA = 43,209 sq. ft. TO - TOP OF BULKHEAD q BB - BOTTOM OF BULKHEAD ° Ik�0,� �P /x / x ' 1,a, � :'!1•r s . TW - TOP OF WALL BW - BOTTOM OF WALL a / X 119 DRAINAGE SYSTEM CALCULATIONS: wfi ', r �'% / / / X� ROOF AREA: 6,968 sq. ft. f 46,> THIS SITE PLAN HAS BEEN PREPARED USING ' / / / / / L 6,968 s . ft. X 0.17 = 1,184.56 cu. ft. (''�t' e / /x 11.4 - - q ..tA. , THE INFORMATION FROM THE / / / / I 1,184.56 cu. ft. / 42.2 = 28.0 vertical ft. of 8 dia. leaching pool required SURVEY OF NATHAN CORNN, LAND ° i / / 12.2 PROVIDE 5 8' dia. X 6' high STORM DRAIN POOLS SURVEYOR FROM NATHAN TAFT ICORWIN III �OPID �' c,�LP�o m / / X/x 11.8 X ( , g LAND SURVEYING P.C. DATED SE:PTEMBER 6, �eA o I / x_ �, NOTE. ALL ROOF AREAS TO BE PIPED TO DRYWELLS 2022. ° % . / / OEM MAsMW& ^� O`D" PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 00 / SIDLE FIR L - r�0s PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: " - - _ - x - UPDATE t 1 / r x E1 N�A 13.4 WADI FOR 13.2't 3 rn � Uj PROPOSED 8 DIA. X 4 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: -- TEST HOLE DATA N �Z / 0 (TEST HOLE DUG BY McDQNALD GeoServices. OM AUGUST 4, 2021 N , / it::: LEGEND: EL 16.5' b / J X 13.3 / .-.-.-.PRO RPOOL.; :::;::: :a : "/ POOE NOUSf MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. o' "LT l�lrj X / ::::: :::::: ° ' 14.0 3 LEACHING GALLEYS (8.5'x4.75 ) 8' DEEP DARK BRC)WN LOAM (OL) h J n 13 / 14.fi .''�` '' I� - 14 1 LEACHING GALLEYS (8.5'x4.75') 4' DEEP 1.0' / / O n Lb \ P11oPosm�' + I �� PROPOSED FUTURE 50X EXPANSION POOL O O BROWN SIL•.TY SAND (SM) N�\ A� AR01110 aF a Rt)PWSt BLUFS1oLE \ Po E� a h] 1 BL1t390� y� PAW AT GRACE y b wowan c°�� �� � "G"�PDDL� ® PROPOSED 8.0' DIAMETER x 8.0' DEEP LEACHING POOL 3.0' '�l I h WOE PR / .6 0- / o // /O \ OLD URIfl DM 11/2 SroRI'IId6E �� 000 PROPOSED FUJI CLEAN CEN-10 y a cWM BE MM a I \ TREATMENT SYSTEM W " 1 ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX 4 �1 .7 / I i::1.4.0':-r:::�?.}: :r:{rr:r:is r}r::::::.:::. 17. .i rrrrrr:'rirr:r. O d BROWN AIND PALE BROWN y :'::::::'::::::::: .. ................... FINE SAND SP E7m71W 81C W` : ri i: ::: :......r........::i:( ) MAOComY1� ::: ....... y 15� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD W 23' X OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. cx.::::.:::::::::::........ . DOSIPIG ASPH4T OBIVET6IY ..a d 16 PROPOSED:SE:-:,-:-:-: ::.....:::: I m BE RE11011fD 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. O 01 _: (8 BEDROOMS).:::::::::::.: : ..: .. .. ::: ` EXISTING SANITARY ON SITE TO BE REMOVED GROUND WATER d d : ;.{.:.. ::.{ :;.'. .... } CCT 0_4' / ::' F.FL 20.0 :::.: ::../:::: I 16.8 ,b y .L . mum :: .. 16.1' i i 6. 8:G'':::.:::::::. ::::::::::........... .. . ...............:. :::. :::::: WATER INI PALE BROWN FINE SAND PROPOSED SEPTIC SYSTEM DETAIL -- ...u?:'''�:'.:':. ST HOLE II'1 24'0 COMPONENTS THIS ACCESS ONL -- I FUA NO WN 00141110E g u? I a' NOT TO -- - I n:ri18.0'' ':. -"'irr::irir:17.5'irii:i•rirr:'i:i'i:'i:'irr:.N. 16.5' h Imo, O n 17.0' G .......... `J\ 20Y HDPE SECURE REEK COMER eY Pa PAtFl`t BlD1ER 1DG110N 11 I 14.0'.'::. �: C014BIDL PMEL m BE DISTA M J ..:.......... n zo'sAFTr sLx6f11 er POLYIDC GYP. 17.8• -' T- 1 3.1' 0:. .:::'.'. Q HOUSE FINISHED GRADE 12 x O POLYLOK D-BOXFINISH T 0 F_lt_GI\110.1_;M.. I*y ' sT► n OF RDOR '�'.::::::::::.:::.::.. CX5V SIDE 9 -- �" .•'T'i �•�•0' ELEV.21.a w/PDB-12 RISER AND 18.0' y QVSE Fi7DF11 A10 CdB110l ) 1'0' Imo. " DW PORm � /CUEANOUT TO TGR DEE WITH OW LOCKING LIEVELERS CDVER N IRES m OW1s OWn PN1EL -F y b J O TOP Fl.16.J' ---�'MIN. N VE1 OF OW1S 0.....r:ii rf::;{}3. T �] 3 CLEAN .. ... . INV.EL PITCHED 1/4'/1' m IV -OIA AR VENT x O ::i x 16.5 Q te.e' I/A OWATS TANK , ELEV. OONECIED m IpuSE vBtr 17.6 x / pF FUJI CLEAN cEr1-T v; Rr I,� coL1AR / TREATMENT SYSTEM ELEV. 16-1, ELEV. 18.0• 12 X 12 POLYIbf D�01I / C4 ATGpm 1 I- W POB-12 RISER NO M/O AR BLOWER FA I '/11 RD104LOW 305D-•4 LEAM 0'::::::: :::•:::: l m GWDE r1B1 LOCIONG CDYER 19 '1 / I 11Yf eor.EL 14.9' ... ...:-.............. w PECTED GROUND WATER r 'TENT OF HEALTH SERVICES O �or:iirrrrrr:.r:{rr:. BOT. EL 8.3' RTR 2.0 ISUFFOLK COUNTY DEPARTMENT E � O PROPOSED GRADE / / ° n::: :: -:r 6'�,M�,,INIM�AUM pP�ENETRATON GROUND"ATER PER TEST HOLE �Y � �» OFOSANDOMio i Av1� ELEV. 0.4 PERN1IT FOR APPROVAL OF CONSTRUCTION FOR A LAMP °° 17.3 SItIGLE FAMILY RESIDENCE C$NLY Lo �� .�I�sT °\ a W FUJI CLEAN CEN-10 I/A OWTS SYSTEM - (NOTES) KMWAL SIRIICf11�SEIBAO6 \ ° TREATMENT SYSTEM 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 8 BEDROOM HOUSE IS 880 CPO. K,�ASINE ORMYIIT 1g) X183 / ° 8 BEDROOM HOUSE•SINGLE FAMILY DWELLING - 880 GALLONS PER DAY USE FUJI CLEAN CEN-10 TREATMENT SYSTEM RATED FOR 10DO GPD. ° 'a, \ ° \ USE: (1)FUJI CLEAN CEN-10 TREATMENT SYSTEM - 1000 GALLONS PER DAY 2.A 10FT MIN, DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED m ff REMOMFD �^^y//�-7 ° ° ° a °° 7 `7ron' 0 3.ALL JOINTS SHALL BE SCALED SO TANK IS WATER TIGHT. }� I/ f-- ° ° a° 4.INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ►,d11TC I'�•"• I•r,t- ' ���• ..---••T-••- fri f PROPOSED f O .LEACHING POOLS (2) ARTICLE VII WITH ENDORSEMENT J. a ° 5.I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN / I x ��oUs O 1.MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE Is 550 sq R SIDEWALL AREA ACCORDANCE TO ARTICLE 19. APPROVED ,, /y DRIVEWA-Y 3 LEACHING POOLS;8'DUE.X 8'DEEP DEEP 6.OWNER SFWl IXECUTED O&P CONTRACT W7n1 THE MAINTENANCE PROVIDER AS PER A LOVE O / ARTICLE 19. x \ O 2•LLEACHING STRUCTUREING POOLS ARE S, BE SOLIDDOMES AND/ORFSLABEGIST REINFORCED CONCRETE(OR EQUAL) 7S. .VENT I/A WRH A MIN 2'DIA,PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 n 1 { a�LI I:®Or•IIJ INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW e s I ^ d 3.ALL COVERS SHALL BE Of PRECAST REINFORCED CONCRETE(OR EQUAL). Fo.. �I/P1.)�1LLiT-,F C� �p x ° ° ° I O 18.1 x \ O �� 5.AN78'min.DISSTTA CE B N BETWEEN FL LLEACHINNGG EGA EYS A D O S TTMNE K SHMAALLNBE MAINTAINED. 8. SYSTEM ELECTRICAL LO CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE W VIEW OF THE J THREE YEARS FROM DATE OF APPROVAL19.0 Jam$ a .•.a•: �. 9.P/iNEL SHN.L MEET(•NFIAA)4X SPECIFICATIONS ^ '7�'L' oR„ 19� -,/ ° EXPIRES - x a \ N to.CONDLAT$HNl HAVE APPROPRIATE SEALS To PREVENT GAS AND MOISTURE FROM \ . •-Ili8 5 �t ; REACHING THE CONTROL PANEL O ° x c I \, 000 I1.SYSTEM SHALL BE EQUIPPED WITH A FUNCIIO MG WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY a° Qga O OCCUPANTS OF THE RESIDENCE SERVED. Z \ X 18 6 7X' I Z Z �j 12.AERATOR AND ACCESS OPENINGS. RNG COMPONENTS SHALL BE ACCES4B E AND SERVICEABLE FROM b Pi O' N 84'04920" E 0`j1ELUN TER 16.80, \*--� ° f a 1 �pH►1:( DRNEw►`Y scull B B Vg�,C W A 3'-6" 3'-3" '-6" CHAMBER Volume(gal) existing ry y P \ g 11" Abandonment of sznita system m+ast be in CESSPOOL ° $ \ ° T pRtVEWAY ° �un 1 Sedimentation Chamber 558 0 ° ° ° a �� aJKSP PO(E Anaerobic Filtration Chamber 556 conformance with deoat tmert rCC�l1i20me1`�t 541�}Init a tE ��� ECIRCULATION Aerobic Contact Filtration Chamber 248 t a �1t yt� d QS�j1O{) • a ° ° ° ° ,L G \ NR LIFT PUMP - CQi11. «;::�f0i'xn�Y 1lYi"�� t' a 129.45 X Storage Chamber 125 P ,.DISINFECTION AD ° ° 9. OVERHEAD WIRES ��- \ /GUY CYLINDER(OPTIONAL) (D Disinfection Chamber I I 7g 04' OOP, E 'RO pRIVATNE) C $4°04'20"° �- \� 4'INLET PIPE 'OUTLET PIPE Total Volume 1,498 260 0' WIDEUSE J \ A / 4 A 3 (WrIfTNO ''� ` © Anaerobic Media SPECIFICATIONS Board Type Aerobic Media PVC/PP/PE ENT Aerobic Media PP/PE N/O/F INLET B ® AIR LIFT PUMP Blower 5.3 efin ROSA HODGSON (D x0 Tank FRP _� Charles M. Thomas WATER PipingPVC/PP/PEENGINE+ �'S Cr-RTIFECATI�`ir+l REQUIRED. PUBLIC Access Covers Plastic/Cast Iron Cq�Lry'2�y}, ~ �" '�q ��-,ir-�9� yf^p.! RECIRCULATION PI OW BAFFLE 3 4"AIR INTAKE Disinfectant(Optional) Chlorine Tablets (�)61L-)g�e�A'I L [-. '.n©ri f`i.l�",+. 4 d1.1*i I�'iysF�Lpa��Jl J Q FLOW OPENING(TYP. (CLEANING OPENING) B ( ©Z tt'a J"1 r L U A L:.:I, t, rs y'"'I�TrvjG i 1011 a r C h I t �.+ C t PLAN VIEW �.`r ,��,��1,:.� <:. (0'F (tea /�� S PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 f G R t 1'1P1L.A-rt p,01JAL• U1,n FCnI1j�vA4a�s Vn01•-073. ISINFECTON 4'MANHOLE PROJECT 18"MANHOLE(TYP is"MANHOLE(TYP 24'MANHOLE(TYP CYLINDER(OPTIONAL) W 1 O Q OW OPENING .r, ALARM/CONTROL PANEL CONTROL PANEL MOUNTED ;,' h� MDL1041972 CONTROLER "A" ON 4"X4" PRESSURE I ARD TYPE MFG BY SJE RHOMBUS TREATED WOOD POSTS i� CONTACT MEDIA H AIR BLOWER _ Z O INSULATED WEATHER I RESISTANT BLOWER O C ENCLOSURE Ln X t� II X N a; a O RCULATION by I ® ASSEMBLY 0 0 © ® SITE PLAN tMA 1 � � EROBIC MEDIA y• AIR LINE TO FUJICLEAN OWES ATION ASSEMBLY RN. GRADE DATE: 11�Ol�22 L J ELECTRICAL SUPPLY PROJECT No. L J TO BLOWER DRAWING BY. CMT SECTION A-A VIEW SECTION B-B VIEW I,361,t ELECTRICAL SUPPLY SPLICETO JIBOL X OWTS CHK BY. DWG No. �, �� FUJI CLEAN CEN-10 TREATMENT SYSTEM EcK CONTROL PANEL & BLOWER [$]-1001 _00 S S I T E P L A N (NOT TO SCALE, ("°�� �`E' 1 OF 3 SCALE: 1" = 30'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOILE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I SURVEY OF PROPERTY 469 SITUATE SOUTHOLD TOWN OF SOUTHOLD �• Q `�,,�� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-06-29. 1 • SCALE 1 "=30' 40 I •h`V (o`O Cn SEPTEMBER 6, 2022 Fa b�` ho• � /� rn NOVE SEPTEMBER 20, 2022 ADD SITE PLAN MBER 4 2022 ADD PROPOSED POOL PATIO �(�, �, s. // ►� NOVEMBER 30, 2022 REVISE SITE PLAN (TO BULKHEAD) 0.992 9 • ft. ac. x =�z= APPROVED BY �o� ' ;': :� ��� J����x - - -- $ BOARD OF f r2USTEES .o oho< TOWN OF SOUTHOLD ho tk°' - / L // 7� DATE D�cSrV1P�. z2 o , / /•' /// x11 x 1 Zo o• �..,� / .�.¢ /� off'/ �/ I / � 11.4 /+r 10.9/ X:/ I-22 /' x' . GENERAL NOTES: - 8\ �. N �\ass.x / ,vo �I`e+Les '�'" x \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Tom = .4 ;� 11.6/\ \\ �r- _ 40 EXISTING ELEVATIONS ARE SHOWN THUS:XU - - _ \ EXISTING CONTOUR LINES ARE SHOWN THUS: - - --- xx - - / Aix 12.7 911:MASONRY BRICK F.FL. - FIRST FLOOR x \\ Ac STONE FIRE 13.4 __ .2 G.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD O�•� +n 13.3 \ n 1388 - BOTTOM OF BULKHEAD N ` ... : • .... .... , � Bw = BBOOTTDM OF WALL ALL TEST HOLE DATr4 12 / \g :::::':::::I'SIT...... ...t =� �1 4/ X 13 3 ;......:: �:.;: \ \ H (isf 2. FLOOD ZONE INFORMATION TAKEN FROM: (TEST HOLE DUG BY�cDOPIA� GeoServices. ON AUGUST 4, 2021 'O`' ` ''`'`' -�� FLOOD INSURANCE RATE MAP No. 36103CO187 H EL 1e.5' a. / .................40o1��:a �. x N� x 'r:.:::.Y`:" :::: , \ 14 --14 ZONE VE: COASTAL FLOOD WITH VELOCfiY HAZARD (WAVE ACTION); DARK BROWN LOAM (OL) 41 b 13 13.3 / 14�ff :........'•^:i'rr' ... }..::::• :r, a1 `1/ BASE FLOOD ELEVATIONS DETERMINED '�• p = +;,. t.�.. \ ZONE X' AREAS DETERMINED TO BE OUTSIDE THE 0.276 ANNUAL CHANCE FLOODPLAI t.a' �� P^ AT -''`�' ' tI NEW f� 3. PROPOSED SITE DESIGN BY CHARLES M. THOMAS ARCHITECT b o wooD covER r. /��' PORu+ 4. ANY EXISTING TREES OVER 3 CALIPER THAT ARE REMOVED ARE T BE �ONANTM SAND ( ) C b\ OVER IRREG� /x . :: .�I REPLACED AT A 1:1 RATIO. °,,.:':; DEC C t9a/]b VALVE PIT / 15.6� .' �•� .::.:':. "x:: I \oPOLE UTILITY r' • 3.0' D09TiNB I In STORY HdnE • h 4®ARAi E TO BE REo4Ov1l h 15 yam-}:: :.:::::.':::: .':::.'. .. r :.4'r .. ' BDaru of L' `" ::::::::::::::::;': "::;:::::::;x:::;:: :`::;:: I / ; DRAINAGE SYSTEM CALCULATIONS: ��:� /P `/ ,d BTtoIwN AND PALE BROWN ---- . /Ew9nNe :: ..............': + ROOF AREA: 5,592 s ft. . FlNE. SAND (SP) / I ...... �• IN yy��TH •;:. :::.:::::.; i x 6,968 s ft. X 0.17 - 951 cu. ft. • y / 5GD IF TIOttS .: ;:::•:'.::::'; �J�':::::::::::: �I TiNB A6P41ALT ORIVE AY ,�'� + q• - ::..} - / ................:;:.. 1=. TO BE R81W® ------- b 951 cu. ft. / 42.2 22.5 vertical ft. of 8' dia. leaching pool r quired ' -a 6.4 #' ''' '''' '-.122 " !r \ b PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: / 1 x '::ti`;.';`.';' :;: . . ,•:;` `;:;:;:::::...... . ;: I i PROP a 50X'SA'910E ::.t;;::::::.: 11.1.11.: .1.:::::: ::: \ �_, @IIRYPOR[.r, ................... :::. :::. : ::::::. : ::: ::::: I ! GROUND WATER • •• . .•:... 0.4 / .... �j PALE BROWN FINE SAND ... ! \ OFF ��,jj ------- a� ��#�e� rr::::::::::::::::'::::::.:::' ........... ::.�'' EsT � � + + Kj(�f" aex�r�e WATER IN +' ..•�ti:i:::•:•:"::•:I.:•::•::::•:�'� iE G': .• ... 'PEST HOIE � �] `�Lc2��D' / •... �..;•..:.•, ;.• �, PROPOSED 8 DIA. X 4 DEEP DRYWELLS FOR ROOF RUN- ARE SHOWN THUS: g�s":���r�";:�w 1�0' FUJ AND WAIR GGHTROL ::::::::::' �..::. :?:: ..hYP.:...... 18 5' ............ ............ ;.;,31 ::..... ........ PAlB BLOYER LOCATION " ..`.`.`..'`.'`.. NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS ..... :'::: a+ATa�Yvoa PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN �i TO GOr T,iOL�PA 7 x a :: :: ^:::X: Ai: I '` x 17.6 0 t 17.4, _� �'.1 ' :: x 16. 1 ! e �i { 12 x 12 FOLYLOK D-BOX 1 ...... 9 LEGEND: EXISTING COVERAGE 4i/PA i2 IRS�t AM %1TT%�GFf®P�UX : ROTO-FiOW AM AIR (Ell ! Q % '::'::: '': ":' ': TO eRAOE L•eTH LOucINs covert , I + / "� x ............................ \ ALE T MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL R DESCRIPTION AREA x LOT COVERAGE �t'!! x :: 3 LEACHING POOLS 8' DIA. X 8' DEEP / '!\ HOUSE & GARAGE 2,616 sq. ft. 6.0% / I /! :/• I �17 (` PROPOSED FUTURE 50% EXPANSION POOL WOOD DECKS 249 sq. ft. O.6X PRMIPAL 911;MTi1RE �6 20 (0 I W ® PROPOSED 8.0 DIAMETER x 8.0 DEEP LEACHING POOL CONCRETE/BRICK STOOPS 180 sq. ft'. 0.4X SIDE YARD !1 i �° .: " / . : LAMP. :`�'• '!.v •Ra:•,', IEKISTM A51TOL�I T ! i ° ' • ' ' �' 20' TOTAL 3045 sq. it'. 77,707X /Vla.7 r.,.a• `�'' x IDE YARD O pap PROPOSED FUJI CLEAN CEN-10 W / rn . '^ O TREATMENT SYSTEM ! Y I o ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX/ 18.Zx•; Pp21/IO115 s. L�;•' •'' 'olzlvriwY• •' -�-_- . ; ,�' �� O PROPOSED LOT COVERAGE 1 -rrt�w 0 1a s Of ! ---, :lax ; I o m 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM IELD O xi X ; :.; ' t..• lrtx \ O DESCRIPTION AREA % LOT COVERAGE T 19 O , 1 I I \ c' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. • '� + x ��_ (/) HOUSE do GARAGE 4,918 sq. ft. 11.4X O ,, \\ ; ti x I _ ; \ 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. �} I COVERED PORCHES 674 sq. ft. 1.6x i \ x +1 4: x 46 0 Z \ 1 �� .. : �o I z . PROPOSED SEPTIC SYSTEM DETAIL DECK 577 sq. ft. 1.3x t + I -'-_�� 24h OdFOIENns TM IOC1lS OIL (NOT TO Sill N 84 04'2O" E 19.5 '1 \\ j S .< o -OO �_- -- sw xorc SECURE I�wn oouew sr roL POOL 924 sq. it. 2.1% • , 1 zo-sirs 90M sr Panoc 0w. + ;.e _ - > AYHOLME rusen�aucc �/*POF,iassri+ ¢Li ,L°a` 093 s ft. 16.4% wEWpG 16.80 ; _o P\ 1 .... _ C , �pFyST DR+`�'I IELEV ram-rtiow 3050-4 U.re,En, TOTAL 7. q• n+ri To WADE w Incloa COYER _.+ram \ i .•,�t�.:.w•.• T A,� TOP EL 1LS 1R� 19.0 �; V�1,r,.1 °+ ,I„' ,,0 UTILITYOEM AREA = 43,209 sq. ft. LITY �• ,Ilu,l+rxr al an.�61 as aVEFl �o4,Zo" E -'- ATE ROAD 4 04, O++ W ._. \ _----- - GUY •-I ti • 2 �-^ will N 7 260.p0' S0, WIDE UUSE LAN ) S 8 _ _ _ eve.a ,.wHK" GROUND ( GHTH ----�- !9 e' El.ILs' M.100.4 2TER PER TEST HOLE WATER FUJI CLEAN CEN-10 N/OAF TREATMENT SYSTEM I. MINIMUM I/A SYSTDA CAPACITIES FIR 8 BEDROOM HOUSE IS 880 GPD. ROSA HODGSON DWELLING pWELl1NG 8 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 880 GALLONS PER DAY USE FUJI YS'T CEN-10 TREATMENT SE)A RATED FOR t00o GPD. 1_ 0•) USE: (1) FUJI CLEAN CEN-10 TREATMENT SYSTEM - 1000 GALLONS PER DAY 2. A 1OFT MIN. STANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED ��- ((WELL& CESSPOOL LEACHING POOLS (2� 3. ALL JOINTS BE STATED So TANK S WATER TIGHT. 4. INSTALLER M HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 583 ARTICLE VII 0 TH ENDORSEMENT J. 1. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. 5. MEM UST BE REGISTERED WiTH THE SUFFOLK COUNTY BOARD OF HEALTH IN 3 LEACHING POOLS; 8' DIA. X 8' DEEP DEEP I/A S RDANCE TO ARTICLE 19. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 8. OWNERS EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER /S PER LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ARTICLE 19. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 7. VENT_II A A MIN 2' DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. INCHI SS GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM' ANY WINDOW 5. AN e' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. OR DOOR. 1 S. ELECTRICAL SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE SYSTEM ON. PREPARED IN ACCORDANCE WiTH THE MINIMUM O 9. PANEL S MEET (NEMA) 4X SPECIFICATIONS. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 10.CONDUIT S HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM BY THE LIA.LS. AND APPROVED AND ADOPTED t 11.SYSTEMS BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL F-' REACHING E CONTROL PANEL FOR SUCH USE BY THE NEW YORK STATE LAN 1 ACTIVATE AU BLE AND VISUAL ALARMS MT CAN BE READILY SEEN AND HEARD BY TITLE ASSOCIATION OCCUPANTS IF THE RESIDENCE SERVED. t 12.ACC� OPE IN R A S ATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM � ' 9 = •'� r° O LIN' O + Y O O t�1'.d ' O . •4 •'•.��%' N.Y.S. Lic. No. 50467 t ' t TO THIS SURVEY ALTERATION OR ADDTTiON ��..1t h an Taf t C®� fh "l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION TAW. ING Land Surveyor +t EMPBOSSED SEAL SHALL NOT BEIES OF THIS SURVEY MAP OCONSDERED 1'361 ONO oEBIAND VALID�TRUE COPY.R'S INKED SEAL OR tt CK R' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L S. -�'1' ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.Ilv IS P PRE AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTi- PHONE (631)727-2090 FOX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Blames rt, New York 11947 Jamesport, New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. Po APPROVED AS NOTED DATE B.P.# COMPLY WITH ALL CODES OF FEE YORK STATE & TOWN CODES FEE: BY c,; NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIQN Or' 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: .SOUTHOLD TWI'lrz-� 1. FOUNDATION-TWO REQUIRED P:n cwno 0 UTH 0 LD TWrlFW" FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING. STRAPPING,ELECTRICAL&CAULKING ��SOUTHOLDTOr-rITritl=u? 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL - MUST BE COMPLETE FOR C.O. UMS.DSO Z-2-1 2-5 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR r1re f�pnrttlon DESIGN OR CONSTRUCTION ERRORS. o%** rcquined rr p.. pro Coden, DO NOT F710CEED W171-1 FRAMING UlTIL SURVEY t uMcr�-air- f i m �porAvn ncquirir4 -)F FOUNDATIO,14 LOCATION HAS SEEN APPROVED. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE ELECTRICAL CERTIFICATE OF OCCUPANCY 11SPECTION REQUInED SOLDER USED IN WATER SUPPLY SYSTEV CANNOT EXCEED 2110 OF 11% LEAD. Blcrevcr door end tating,r;tquL,-ccL PLUMBING ALL PLU!AB!NG WASTE &WATER LINES INIMID Mu"t Pl-(nldC Manuaj!j TESTING IRSFORE COVERING Dr I end SIPS per NYS JE nergy Cocic RETfUll STOM.1'r,'ATFA M)..U77 N.;3SUANT TO CHAP"Ir T r.U;C rL A C A r D,'!M r.'--c U.""C-D OF THETOVM COME. .5 er g rr and +reoA lerIqibs as per 2D?-o NY5 Re6(c*nlial Code, . - �k . n 12 -- 1 - A1 010 1 y:! J 1 ,; 12 -J ED A10 10 ~f ARCHITECT ---- _- LLLI I , = - �I = - _ :. _ ` r - -'- 11 L LULL �i _,- -� J,J T. _�_ 1=�1T ail Illy 1, 1�i _ i �� L1�lay=��1.�.- T� _i I� II -L , J }1 J �_ 1 _ - z-. -' - - �' I - --- -' - - J _� T - �_ . _1_ I_.rl III .,�� 1,_. _ �_, _ - - -: I,`' �,� =a.l, Ji > — -- _ ,_ t r . . , __ r- J 1 —I - - r1 - rrl - r T L J L REVISIONS D E S C R . 1___._ ,- >_- J -e�_ .,. -==I __, a-J, L. � 1 - ]IJ-1 -.J -�_ - - - '- �- � ; �, _ L =1 �_ . :L-' -=a- }-� ��_ -i�L-.�- r, I I P T I 0 N T• r -r1r _ - I _, T 1�-i itI I! r - - r i r � _ _ t 1 I i -- _ >- _, � _ T , ,y - -T-i - _ - - -- I_J--- -J- I -I -�. I - -i- -�I� _ _ _ -I- _ ___ =_ - - =-�I -- , l r J �- -- - - _- _ r �- L 1.= . rI- 111. 1. --1-1 J,� !- -- 1 I _- I. _ r - ---- _ _' ------ I !.,___ �.4-=1-__ice __.- Ll -=� ,-'- !- -' --. -- ,1� - - - _ -- - --�_, - a--- - - - =1 --I r-- - -1 1-I - --.1�.�J- '-1', I- 1--' -- -- J _ , -,_ ,-- _ - _- > A-i _ _ � 1-- _ _ _- —r --IJ _ _ I I- - _i {I -�- - - - - - - - - - - - -. __ J 7 1 I 1 - ' ROOF,`SHINGLES 'PER I '� 1 i I `r -- .• _ 1I II, _ ti- - r a - � J -1 . l i SELECTION OF rIL _ I1' T 'I �'I J' ! -r k- . _ T I - _ -L -l.�L - - - _ -. , - -,-, i - L I R_ - - - - -,- -' _ - - - rl, - EC 1 ' L - T T r -1 1_ . x I SRE TIONI OF OWNE J 11=I - -- - - - y-' f'. _ -- I G. 1-= - - J- - I 1 ' - - - r ___ -- -- -- - -- - ' - 1�-- ---- - --- -- a -1--.- 1 TT _ T 1 - - f I�1� I � I I - - 1 'i J J it I i .I�}I I, I I. . I - - '- .I - _J r: li Y - - I = i 1- L -�- - - - - - - - - I =. r< - i _ i i , " I I I �- BRICKCHIMNEY -_ ---, ,.-,. .-12 -Y-�` - 1''2 I � � - I 12 II I I �, I 12- �� rJ, — i � I I I I I ) T I 1 i - - 10 -= y - 1.o II; - " _--- ,z- - T , ,�r' I,- I D a - - D' T , _ --- - - 1- -- 4„ (,ORB ES - - - - 'r-i T - -'- - - - - = --- __� 11 - -, - - . _I. -- i 11 i I I I I I I <- -- --- - =r =_ - y - = - - �.I -_ - _ _ -- _ - - • - - - "-- - - - i "-- - - 1 - --- - -' _ex .. __ .. -_"_ - _ -. _:-- -• - _,_ - - - -.-�- -- -_-_- __- -__ _- -- - - - - _ . . = �.. - - -_ - - - - - I- - -_ SIDING PER SELECTION I .- ~' SIDING PER SELECTION_. -- - -x- _z_ _ - - _ �,J TI 1 I , OF OWNER I I ' ° - - - - - , I 1 .- y _ f OF OWNER ' 1 , 1= 1 1 _17 - ' _:_. , _,.-. ., - - .. - - _- SIDING PER SEL _ � J I ECTION I 1 - - - - I I -'�I -!ram 8-1 PLATE HEIGHT -I 1 1 OF OWNER T' 1 - -- —- - -— ._„- ,____ _._- _ _ -".. - .. - WTR 015 I - - - - - .- -- -i - -1 - I - I _. ' - , J _ - J I I i WTR 015 7'-O" T.O. WINDOWS - - _ - -, -- � T11 1 J T'I - - - - - r J -r I T ' ._._ :_ :-mil_ __ - �-J_i _I� 1' X �I i - _- Z IA - 12 I 1 2 I I 12 ' _ �_ - - r . _ _'_. W/1 X2 OVER SELECTION OF=OWNER ,- _� = -.- T'' _IT_-_.T'rT- l - 0 TL LH ' ��=-r - 30 --- - =3- TT 1"X6" FRIEZE j ROOF SHINGLES PER TI T_ ____ _ I- BOARD I I _-- - •-' ": h• _ _ - J -- - -- 2 Z 2 2 2 2 - - - - -- I WINDOW I � 44 44 44 =� i II J' 11 0 5/4.. ' I _=r- _ -<-=_ - - - --- -.- -- T 3046 --', 1 -' I- - - --- - 3 g - _ - - & R SURROUNDS 0 1846 1846 - ." I 18 6 1846 r '' J 34410 `j' Doo — - - J EGRESS IT _I - - - - - -- T-Y� -1 EGRESSJ 34410 (r Y P i c A�) -s - - - - -T• -- EGRESS 1-�= - .. -_- _ - - - - - - - - -- -- - - - - 7 __ I I I� r��_ 1 I T.O. SECOND FLOOR _ _ r STANDING SEAM METAL Roo N S A R ' I „ -• - I \ \ _ �� a STANDIN S M M L I .1 � ff �� � I� �� H � � � �� i 110'-O" PLATE HEIGH - 1 _! I . �� �1 t if � ��� �I T - - - -- 1 X 8' FASCIA - W/1"X2' OVER .- _ _.'_�T I - --- J 8'-0' T.O. WINDOWS BOARD -- TLu III \- —- - - _- -- - III 1 - 1"X6" FRIEZE -- 1 FYPON BRACKET PER - - - 1 I I I J-Ir A r l 1 i iL 1 __r 1, J - SELECTION OF OWNER 5/4' WINDOW I & DOOR SURROUNDS (T Y P I C A Q �T T-'' I 1, I- J _ , - _ I I I J, ,I r,I SIDING PER SELECTION D y o f -". I i_ L Y] I OF OWNER T, _ - , I' - - - -- 11 if -- T,J J?- J - 30410 I - I „ J, . ,, _J- - m , - T - - - -- - -r ,TJ-I et!�: < 0� J _I JT _ _ I _ �._r_ _ J,11 1__ b TEMP 2080 3080 2080 -,.,_J, J r r'_J _ - 0_ - r - 24510 34510 24510 I - I r 34510 2 4510 24510 I � I i - r J I I I II � � O - = EGRESS EGRESS T' -- 11 r ' 0 I r� --- -- i J,.J 1,•- - - L -. J �7 f JJ J _,.--- J- J= - T - I, _ I uu - 1J�I I I i I T1 - I Y1 11 �- 1 i' 1 I , , 1 'I I J! I -I' , -I _ I I - - - --I-�T' -- J -I'i�'�, 1' III I ;I I, - r JT - W r I I I i CEDAR PERFECTION 1 11 n _ - 7' _I_ I;_ 1- - - 1 II 111 I 'I II J -I f D � � ! )- ,,-- I_ -. SHINGLES _ j BOARD & BATON SIDIN B & BA SIDIN -r' 'G I --\ -- - -- I I 1 I I I TON - F. F. ELEV. 20 0 J -' _ 1 I I BOARD D �- -Ir .i - - - - -I" _I i I 1 1 1 �0 i 1OX10 P WRAPPED I POST � . - - - -- lJ PER SELECTION F - I e --- 0 -- I OWNER (TYPICAL) E T C CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS -i 1 AS SELECTED PER OWNER AS SELECTED PER OWNER 0 .. t �,_ I /__ rE FRON Y. EL VATION s I -_--- �, _ - --- - --- --- -- - _ _ w 1 ALE: 1 4" _ 'I'-0" I �, µ� � -SC / I -F I �° - -4 �� 0 mIll ----- ._j I ,�.. AO)'�11 I _- JILI Ln D - - i. - - _ - - _�_ , _ - �, , , ._ _ - - � ; - - -- - - - - - - - -- - - --- -1 - - - r - - - _ I I _ -- r - - - - . - -- - - - l I i , r 1 --_ _ - - I - - l'-, I , -I_: ,- I , ,_--- Ln I irl I I -- _ =- -�I _ ° _ - - a_ -_ __- _ -:,. . -- - ,-_., -__` � - - = °�_'- -- -- - -_ _�' - }_' -, � V / x _. {, : I ' I 1 -,', I _f=_ice 1 ,.r.- I 1 ]._ - _ J-- _ -= - �-- - - - - - - - __ - ,- I _ -- I T I Tt y � � I - -' - _ 1 _ _ -+ it. I� I 0 12 112 -r.. _ -� - �- - -. -- _ - -T_I— _,I, ' r,.� -- - - - - - J �`_1 :fir, _ - - - - _._L- 10 - - j _1 - - �; - �- 12 1� I" 10 I= I- - _ - - i10 _ � 10- _ JT - �I 11 _ _ Z - - - 11 - - -D - �a T fi �_, - -_- y I - - - - __ ----J-- r�_ „-- 1,J-=. -1�_- .,, _ �-,-- _, -- _-.- - - - '- = - _ ,� -_- --_ 1 BRICK CHIMNEY I ice- - - - _- __ 1 T = I- I �r - 1 , I -- I 1II-- ` - _ _ - �- _ I = - - - J J 1 I 1 a T' r - - � r' ` �-r - _ Y - _ -- T1- -�I 1 L-11,�_ _L _I-___ _- - -_. - - --_ _ LJ__L_ _ r�i. I �i- .I I , I - iJ _ 'TIT r1 i'T ;- I -I ji- _ HIN P - , I `I' I I I -,1 I �- _- -�-__.- - -- _ -- --- -- ----- - ----- - - -, r=_ ----- --:- ROOF-S GLES ER - = y� r, . OOF SHINGLES PER, - Tr - ----_ - _� .-_-- 1-, =I 1„t ,LI = _ �i-_ I _ r �� L I:11=�1- , R I I ' - - -' - ----- --- ----._ - .-- --- LJ Y1 - - - - I.1 r _ - Lt�_ r _ �- r_-=_s_- _ J� SELFRTIO OF_OWNER - -- x JJ �_i� J 1 !_;r l SELETLON OF' }OWNER :_ _ t-1_. - - T J -' - i L 1 L. - J - - -- - �_ . _ - �T - - -X __ ;i J J 24410 T I_r �I T _ T = - I I I I T r:J ,LT; ,;! T �r Il.�,r.� T���.rl T 1 I_ _ 11} IT i_ I- - ,--- " - _1 T -, I �I 1 •.,-: _� -�-�f _:_, :_ -,-:c: - __: ti ,_-_�T - ;�: -_ -�'r� _ �i_'_ - - - �T- - -_- ' -la:- - - :, --L= I I_ _ L=�-._ - -L -_1.1-- _- I- _ _ -- - r� 11 � r J _JJ� T f 1- -' TJr J�rl _ — .. I� r T -r r 2r T11 -r --'--� J- - =_ = fi r _ - .J _ J_ I _I I-�r � --Q _ -- - 1 - - _ -,is =- J_1 L , 3 - _I- -,� -_ �I �- I ' = I I l i I� �.I 1 � I r = I T - � I J-' 1 J ROOF SHINGL S PER 1 i � __ _ L. T T :I 1 L : : � = T r . _ 1_ I_ -- - i- . - - — - - - 7 y 4 r - -- -- - -i . " T ,r J T.J J r TAT l ,I: 1 -' -,l L a-i - J� --' 1 SELECTION'OF.OWNER -` 1' -- --- J --- - --- t T T 1 I=i. i -' -- - 1 i - 1 ' 1 ----- -- -- -- -- -- -- - -I - - - - - - - - - -I 11 - - ,-! 1 I I 1 1 - DV I I I T = ' - tis -,--... . -- - I --- - E CTIO - T � JJ 1 r _._ _ - - _ :- .._ ...- ---- '_—_ ' , -- 1_ ,_ +- 1-- - �- _ _ i- �T i ,� ,J -T I-' III-__ '_�i 1 1 1 -I-I 1 -i ' I- -- �� - z- -' - = r x I '- iJ - I - - -1-- r I INGPER S I ? Y 1 i i� T =: ! -- - '- --� �r • - -_, � 1 -I r� ,�. �k--=� 1 � - - J_ ,-- �I -=-_�� _--� I � bWNE �_ J-,:rJ -I (_:_.l I,JT-�Y I-�� J I �J -_I_-1J= I � I � � a_. 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I ; I 'J � i I 1,''_ �.11= _ , _ T_.r.�__ 10D 10 1 T - _� - - '�T ' � '- I � �J - - - - rT �r "I 1 1 I�I I T, �,J _,T, T _ : -_', 1_,__ - •_ , l-.l-=! �I �11 L� �i r- 'I' ]J -I I ROOF SHINGLES PER ChaT les ' ■ O �hV --- - - -- J - - -� r I - 1. �' ,!->- - - _ ' I �r 36" HIGH HAN _J� I I J l -�_ 17_ -~ - - T_1 BRICK :- L ; T 1 7 r I __', r 1 � - i �J 7 T T � ,'- 1,- ,-,.�- 1 J_' _I' - SELECTION OF OWNER r ( , _ ,I_ _:WIVINEY" < ' -1 -- _I--I _._J! I-, ,- -+- - - t- _ - 3046 3046 __ RAIL;PER INYS J� i T T r C�/1(12rJI it 1 - � - t ' I _ r - -_'-r" I-:I-! - ._.' _ J _'_ r_ _ _ EGRESS EGRESS I OD�� T - `T-Ji, 2846I 1 . 2846 I r 11T ,'7' I r- . 1 i --I I _ r FWVG 0 0 4 1 r J r - — - __� __ r - - r � [�___jr J r� 1 J T PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 �_ �I II l : : J T - - , - - -r 17 1 J J l i Irl TAT r x T _ J -„ 1 TI I i _ 1 r I '-- - T _ -I- , NG p�R T I r.l_T , SEL TON __ -, SIDINGOFEOW ER CTION' T Y D --- Jl- Yi j- - - J 7 -OF'OWNER�- �1T1 , , r - PROJECT '-' ' _. T I 1 1 - -, I '-{ ' - S AN ING S AM METAL OOF - 7 J I 1 r r, 4� , -- J_' 11 N S A R - -11, Ir T. _ I F BRACKET(PER • I J, I$IDI' ', , T--- - T- NE SELECTION,—-, 1" X 8" FASCIA 7 r _ T _ I SE EICTION —---- J_'- IT L - - = J'_ BR W , !.J J OFEOW ER-,I r -. W/1.,X2" OVER 1 1 i1_1_J I YPON F R,. -" , - --'---- I - -- -- _ - J_ R ct�TYsi xmC^p. i � r- - r - - -'- - - - I - I 1 rJ _ - - - - J J JI _ - - _ , T 5/4" WINDOW I - r'�- & DOOR SURROUNDS - __- _- — _ I -I} _r 11 (TYPICAL, ELEVATIONS - - -- 1'T — — Tr --- - -- -- - -- _.,---- --- I i - -- I I I- J - _ 7 r — ----- -- _ r _ -- =I T - - 3080 wPw41 o52 3080 - - I. - I - rI I - --__ --- - - ' - 28510 28510 ,'1 ---r-l- - ' - - - --- EGRESS EGRESS J I'- __ - _ - T _. . - A I ___ � - __ -I I _____ , T__I- -I I-,--- : !I : 'I' r s -- - _ J - _ DATE: 4�21�i ION _ PROJECT No. - _ — -- T TI _ - - OF OWNER CT' 1_ SIDING I -_—__ L=_ DRAWING ©Y - I -- -�-----_- CHK BY. -. --_-- XS POST WRAPPED X8 POST WRAPPED 10X10 POST WRAPPED PER FWNG 12080-4 10X10 POST WRAPPED PER FWG 12080-4 --__ PER SELECTION OF PER SELECTION OF SELECTION OF OWNER (TYPICAL) SELECTION OF OWNER (TYPICAL) DWG No OWNER (TYPICAL) OWNER (TYPICAL) —1 I I W-[0:7 ! ('E R E A R E L E A T I O N --------- --- -- 2 SCALE: 1/4" = 1'-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATICONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB (CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR "U$LICATION BY ANY METHOD, INJ WHOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH 1HEV SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ' -- I - I --.-- , ;" 12 10 Tp�� r•,F %',,�, 'p` I i a, __._ WTR 621 12 ARCHITECT ------- --_,- -- _____ ------ -- ,--- ...- -- --- " - _ - - - - T_T _- -- - - _ -" _�-_- I '- .- A 21 REVISIONS D E S C R P T 10 N - _-. .- r .__J ----BRICK CHIMNEY,= - _ 1-_-.-.,_, - — - - - _ --_ I- _. - - _- _ - - _ - _ --cc- _ -_ -- _ I� .J L _ _ , - r r �- ,__ --- -- ____ -- - .- - _ _-- _. -7 _ _ _ _ __ _ _ - _ __ �,-�� 1J I T - - - � - I - - - - T- - i I I J.. 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TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s. ;P r a a� 4 l S g ARCHITECT REVISIONS D E S C R I P T 1 0 N 12 �10 WTR 621 r ,1 ! ?_BRICK CHIMNEY- J i. i -I i' r1 = r ,-L-T7: TI. - r- -. ' I ] - - i -�, C 2 T i 1 - �- R00 I �, �8 ---, EC �ll I_' -� r _,I I, -f�l'T'-J F' SHING L TION;O OWNERl J T� �J L J _,- 1 J T I_ J,I- L L I 1 -- , 7 i � T _ 1_' 11_� ,I I i Iri ',Jr,_.IJ.. J_ z -_r L 1 _-r r r r r T i i r i- -j - 1 �J T �I �1 1_J=�_1� � _�TJ �i ] ir�1 r� I_. =7 _BRICK CHIMNEY - -,rROOF SHINGLES PERT i L, 7, =�II r ._ �. �rTT J_I -,r- __-_ _ .I SELECTION-'OF.OWNER _ _.1 ] _J ] rSIbIN IPEI� ELTEG�IION� �, s J. ::T _ 7 _T _ 1 2 IT r -I T Y T i� �,�.,._rJ] _ _ ITlbF bWNER' 1' i'' ,J -I T �r � I T- - IT _ _ i 1� I 1� T ]� � � _ I s i- -rt _Irl_i1J ,J _JJ 'I-- !_ 1_ l_ " -il� r - �I i 1 T r� �T � li 1_L�. 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Thomas „0-,OZ „0-,O l a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E S I D E E L E V A T 1 0 N PROJECT 3 SCALE: 1/4" = 1'-0" SIDE ELEVATION DATE: _ 4/21/23 PROJECT No. DRAWING BY, CMT CHK BY. DWG No 0- 003- 00 3of10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONJS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VWHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,,~✓ i P 3 17 i ARCHITECT REVISIONS D E S C R I P T 1 0 N 12 )i�l 0 Ir WT 621 T- - - - C .T I L� 12 L 1 - I' I � 1 r_ - C 2 ROOF'-SHINGLES.PER'-r- ----- 12 - - — J I- — -L__SEL.ECTION_OF OWNER_!_ - - - - ROOF SIDING-PER-SELECTION _ SELECTIONNGLES PER OF OWNER - OF OWNER ' - - -- - }- - -- - - - J - r J -- - - - - - Ltj 0 ROOF SHINGLES PER - _ - T �' r- - -,SELECTION OF OWNER _ T _ I i 12 - 7-,r, ., _J.. 2042 -r - - - -T -- - - - — =— ' - li - - W - - r , -- -- rR 00 F SHINGCBS PER - - - - J T �I� - - - - T l Y � I - - � ! it - -- - - - - - (n --J� I -- -- -,--_ __ �ir�', -, -- - - I - ., .�—. � � SELECTION IOF OWNER III � - -irlrl JJr 1 I T � I TJr i - -- J , , T— I � r I T L > 0 1 I -, -'-r T --' 1 '17 T--'-r-_-T-- ---- ------ -----, - ---- - 1..•. - -T.-IZ-�i�T T-''I 1 1 - T ---'..----._'`y -I --I -SIDING S I�D)J�IN-`rG N-E_t!1�E1T_C l,i FJI_I O-N, - r'_E--Y--- S-- TTI ffT y- r-IJ, OPF-0WNER--_ _-� ," x s" FASCI', W 1"X2" OVER e r ���Ir — 1���J ---BRICK CHIMN - 0 Z 1 �r_ t r� -� _� LE I r � r _ •-- --I- - J-r- -.I, •T''__j j_'i -,J.-J-.J� - _I 2442 - 2442 _ �rIT. �IJ _ -, LJ� - I� r 1 - T - j-J �JT- i 1_ T i I ��, T 2446 ==T _T, 2446 5/4„ wlNDow L - - - - r - T rl J 1 J J �"�_ & DOOR SURROUMIDS - TI r ���J T T,- _ rr� r � I I 17�- �I r r , �_-.--. - ' r -� '-I. ,'-'- _' r ]T:��-i -J _� 1 � l i �I T T I - -'r l TT -I 11- I _ �rvalcn�) J = - - - - T { Yf �- 0 #No 0 r _.. ____ - - - _•- - ri TI--� - - _ —.JJ Y -{- r i ' 'rl-,J- „Ir Jr� �' T �- _ _ _ // J-1' -r - - -- -- -- - - - - - �rr' T - _TT - - - - -- - - -- r ---- -- - - - rJ V / I I r _ r �T - -- �-' ' �,-, -, ,T- '_-- --.--,.._, _',J_� - -- _ -' __ _ -'� _J---_- = -.,) �� SCREENED IN PORCH Y T -- i �JTr , - TJ -- � , 'I ��Ir�T , � '- ? - - - - - ' !T I _- �, . � �--. - II Ji I - T -� — I Qr r' - I 4� 3080 � � _ Jl-- -- LINE OF 48" HIGH GLASS POOL - -Y T T � - - - - - 7 r -- T JJ —17 XS POST WRAPPED FENCE i J PER SELECTION OF -- ---- -- OWNER (TYPICAL) EL. •16.0' LINE OF 174'-1" FROM ( T EL. 15.0' BULKHEAD EL. 14.0' E S I D E E L E V A T 1 0 N 011b'd 31NOIS3me 300d 03SOd0bd 01 vdl 3NO1S3f1 8 4 SCALE: 1/4" = 1'—O" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT m SIDE ELEVATION DATE: 4/21/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W- 4 OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, PAS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. 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Z I 26'-0" 17'-0" N =Cn m a I I I I o a o O ' D o n 57'-0" '% III zxm II � � v Q _ - O r (n-0 2 L _ J - rn J r o1 II mo 11 1 o I DINING `; `� W I I z a00 0o� �_ <I s s �00 14" TJI JOISTS 360 SERIES I D zo ( I ® 16" OC. I n mo 1 1 r W 2'-0„ I I I o 0 0 o I o f — — — — — — — — — — — — — — — -- - - - - - III D� I/ W \/ — — - - -- - - �mx *mx I CO — — — — — — — — — — — — — — HEADER x I � Ln-0 - I I rn I I mLn 0 m Cn 0 I O1n�� W o m�� v�� I 7'_0 m��o I W DZD DZD EOM J r r I =z 0 O v 4'-10„ „0 8„ 8,_0„ "0 8" 4'-10" n0�� REAR PORCH ❑ - �6 I -� BALCONY ABOVE I z M x x I r o rri rn I l0 II A Po it 21'-0" < * I J 0 a GREAT I DOD Im FOYER I o o 0 o = I ROOM o I mo = I� OPEN I o 11 O o a' ICI D II p �TO m I COVERED v� I 0 o BELOW I; W al ,� FRONT _ � Ln ❑ I I o UP I o 1 I Im 17R o EI0 o �I = 0 ( 36" HIGH OPEN RAIL PER NYS CODE F I N L"' ( /� o vJ O m i� I I I J �r .K fireplace O Z m D I 0-0(a selection per owner 4' 0" O C =�m-o 11 1 P o o in x I ? I o I 6'-0" 0" -0 a r o 0 Ln - HEADER — llll���------ o �QCv O O O o 4t Z , v 14" TJI oISTS 36 S RIES w ml I I 0— 0 16" OC �N OFFICE I t 41 N j � p9 � — m I O g ---DETECTOR I WI CLOSET M rn mI W v Cn I ' 1 � 0 _ I - 10'-3" I 7'-3" I 4'-6" _ m w LIVING I PI , D 0 5'_0' ► �Oti I ROOM a � � of Charles M . Thomas L o , ,� o I - - - - - - - - - - - � �. rnI SMOKE a r c h i t e c t S' DETECTOR N� I I � 14'-10" '-s" 19'-2" 0 I O N� I � PO BOX 877 JAPJESPORT, NY 11947 (631) 727-7993 :moo 14" TJI JOISTS 360 SERIES I m-,>o PROJECT 00 ® 16" OC. I o o-a cn � Z fireplace D JRMASTER selection per owner W BEDROOM o SMOKE I Simpson Strong-Tie DETECTOR ° HDU (CORNER HOLD DOWN) I- D^; SRO (TYPICAL THROUGHOUT, SEE DETAIL FIRST FLOOR PLAN rn o o a I A 4 W JR MASTER Do BATHROOM o w 125 CFM EXHAUS r�iO co KING BED N FAN TO EXTERIORi0 _ 14 01 SHOWER DATE: 4/21/23 00 PROJECT No. • DRAWING BY. CMT - I 11'-6' w 40 --- --- -- --- Q, - 00 CHK BY. rn DWG No. 7'-6" P FIRST R S T FLOOR 0 0 R PLAN A N -- b A - 005- 00 �- - °` 2 SCALE: 1/4" = 1'-0" 5 of 10 Cn 5' o" FIRST FLOOR: 3,686 SF 25'-3" o GARAGE: 1,159 SF 10 Ilk, a 6'-9" 2'-0" 13'-011 2'_0" 3,-0„ 40'-0" SIDE ._..,.. " 115'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONIS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND E OF UINAC'SiTE'fOR HICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN ART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.. I 8—6 1 —6" —0" —6" —�'-6"0' 2'-6" 2'—s" 38'-0" S {, Y S Z — EGRESS 3046 EGRESS C 2 (3) 846 ---------- _ II LINE OF 8-0" 3 52 0 4., 4.. �C.� w .n•'F LINE OF WALLS BELOW TE P � CHIMNEY I — — — — — -- -- - - -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 15-10 p,Pf! _ LINE OF " 2 — — — — — — — — — — — T I �— \ I 8D' LINE OF SCREENED IN PORCH BELOW 9—s" oa 13'-6" LINE OF ` r ' ARCHITECT I BATHROOM . . .•. ,T' I N .+ i 125 CFM EXHAUST x 1 \ FAN TO EXTERIOR J QUEEN O 01 N BED REVISIONS D E S C R P T I O N Z . o 1 I \ boo CLOSET -- - ---- �' C_ 1 1 \ I line of 8'-1" c1W f? Cn o f 11r \ \ 1 0 �,�o N BEDROOM 4 �� n 1 1Z SMOKE m 1 f I O---DETECTOR 1 \ I CEILING 10'-0' U' nNi O z I 1 \ RIDGE ridge o Epp N I — — — �_ - - - - - -- - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REC ROOM �IJ ��W m �- 001(l, O I ,- / IL R M OPEN DN. 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I 10 1 L I I (3) 846 Nuj 1 �o r0 ;a -- TH UNE OF ROCF BELO -- --- - - L —J J Ip to 1 A o 2852 2852 Iz m I W/D :)5�CFM EXHAUS 1 I EGRESS 3 52 EGRESS LINE OF WALLS BELOW I'0 z FAN TO EXTERIO QUEEN f o m N `�° - BED 1 O U' W `o I 41 C4 CA ND Y x r 11'-0" x 2' 0" 3'-0" 5'-0' —2" 11'-2" 1_I s ICU �° o OFFICE o o 11 -s -10" 71 0' 1O O SMOKE CA I �° �6 J ® m I OI C)C4 r j 00 DETECTOR = - O - m O Z - 21'-4" 8" �, I I o 0 ° ° BEDROOM 2 0 'Z ICI K Ln� N - 12'-0" 2'-6" O0 O I I �S,° W/DRPROVIDE A N TILED®WASHER, SMOKE PAN SMOKE 0 O CD n 3'-0" 1 PROVIDE TRAP PRIMER 0 I 10OI r" J co 2 DRAIN. VENT DRYER TO W O --DETECTOR co 0 dj EXTERIOR Op r- W °° I I (1� a � � v S II _ W 13'-2" -------_—_-_ --- I z TRAY CEILING TO 10'=0'_ yo�o LINEN 4� CLOSET ° - - - - I= - - - - - - - Li I { r B,AL ONY m I I o �— In co 17'-10" - 1 4'-6" W SINGLE PLY LIBBER ROOFING KING DO n r, �� = J OVER 45# ROOF FEL ON 3/4" CDX FPLYWOOD BED n 0` DO SHEATHING. (2) X10 ACQ DJ @163"O.C. " O ( � 0 PITCH ROOF FROM RESIDENCE- = r- I I m / I �J N FOYER � � N — I1 _ J Z z � II w N ; ! m n co OPEN N n r J I I r MASTER 00 BELOW A_ J' m BEDROOM " o z II N CEILING 10'-0' UP 0 SMOKELn G--DETECTOR o 1 R O W V (n m ,A I I o N ® . A I N N II fireplace —TRAY CEILING TO 10'-0' selection per owner — — — — — — N °' � — — 1 rl iZ � o I m l I Ew m C1 0 N , 0119 o � IIN cli I' LIN ,O S ___DE�E TOR p � I 1KE M � O o CARBON N I 0 I I ry�10 C _ - MONOXIDE DETEXI DE CTOR s DO 4'-0" z O mN o cm (r = _ _ LNEN — — X Cn 41 MASTER �s�o I i'- I i'- 1r 1 BATHROOM II N o N 1 ' CLOSET O° ® O N m Z z ® n 125 CFM EXHAUST s �O a 0 ICI J FAN TO EXTERIOR L — — — _ — I I J -) El 0) FBEDROOM 1 � C) Osr „ mci 0 0 P.D. 2 70 -0" SMOKE I O G7 IDI fn0 O CO S DETECTOR C7 vri IA O O n x 5_p" 10_6" o _ _- _ __ _-____ FA 0 D m Charles WL. Thomas — — — �ro ICI t BAT W c I 1 5 CFM EXHAUST QUEEN I I �I rn ; a r C h I t e ^ t c0 AN TO EXTERIOR BEDcri 1 I 1 l+ lJI Z A� I ' PO BOX 877 JAMESPORT NY 11947 (631) 727-7993 (n DRESSING ° CLOSET I i m ROOM 13'-8" O N -. �_� PROJECT w cn 0'-6 5'-0" 5'-6" 5'-0 r!ice SHOWER — — — SHOWER -- -- Cl a Simpson Strong—Tie CHIMNEY HDU (CORNER HOLD DOWN) (TYPICAL THROUGHOUT, SEE DETAIL �� •- 2XII CEILING JOIST m1 I ® 16" 0 . . 1 I r rI lr r ' m 7'-6" SECOND FLOOR PLAN D1I MMI Ilrnm 1 Io 00 o I oo ml1 J�II o CLOET I1�V 11 � � SECOND FLOOR PLA �o Ion I m N L -J 1 1 I I 9'-4' 1 11 SCALE: 1/4' =-1'-0" DATE: 4/21/Z3 SECOND FLOOR= 2,007.6 SF PROJECT No, 1 BONUS ROOM= 1,108.9 SF DRAWING BY. CMT WINDO I CHK BY. SEAT DWG No. 2 4 A[A]- 006- 00 '-0" '-0" 6 OF 10 2'-0" 3'-0" 11'-0" 1o'-0 7'-0" L 102$-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONSS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB ICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1 i - 0" -0" 7'-10" 3'-0" — — — — — — — — — — — - -8" -8" XAL. _ -2" co S _4 „ 3,_3,> 8" POURED ONCRETE — 8" POURED CONCRETE I00 — 1 z 35'-4 " 1 00 — — — — — — I FOUNDATION WALL ON I FO NDATION� WALL ON $" -8" 8 X16 POURED 8 X16 POURED UNE XCAVA ED --- - a ; � AREA AY s. g_5 p-A5 I W p„ $„ I CONCR�T „FOOTING o ONCRETE FOOTING4" PO)URED CONC ETE - - - - - - - - - - - - - - - - - - -0' SLAEB OVER 6 IL. — — — — — —I I POLYEETHLENE VA OR 0II3 20 IIIBARRIER ON WE L II DROP FOUNDATION WALL CHIMNEY L- - - - - - - - � — 30� �S J L- - - - -J - - - - J L — J L_c�pdPAIE11 �o139a �1LL— — — — TO MEET SLAB — — — I CONTINUOUS FOOTING I ! I , .• ML. FLUSH I I ARCHITECT ID� I II I zj I ! ! I 10" P.C. FOUNDATION W LL 10' HIG �0 1 I WITH #4 BARS 48" O.C. VERTICAL do DROPTOOMEET TSOLABWALL 8'-0 I Iomz c �c III I o 1 I I HORIZONTAL ON 10 X20" POURED CONTINUOUS FOOTING c m 1 o I I CONCRETE FOOTING D I Is REVISIONS D E S C R I P T I O N DNA TO DOORSE W/(2) #6 BARS CONTINUOUS I ono I UNEXCAVATED � `°� I 'I 4" POURED CONCRETE SLAB OVER 6 MIL. C r O I POLYETHLENE VAPOR BARRIER ON WELL I I I I COMPACTED POROUS FILL I I 1 Ln M ro I 1 I J m � F I 8" POURED CONCRETE FOUNDATIONcil t° `O o �0 1 -. - oo WALL ON 8"X16" POURED I �o o I I o I I ! ! ® o I UP I I N CONCRETE FOOTING I — 3 ` L_ N 8„ I -15'-4„ 7'-0 „ _1 c K c ( I 1 SLAB TO SLOPE c m o 1 1 1 3 1/2" STANDARDSTEEL I DN. TO DOORS c -+v W o I I PIPE COLUMN o? ON A 30"X30"X1 " DEEP 1 O >o I q II I ED r I I POURED CONCRE E FOOTING. I I g I I W n (TYP) I , �o 1 '-3" _3„ _p„ ,_5„ -5" 4-10"— $" r v� 24-8 I . _ I F -1 - 1 - + - - - -{— - - —I- - - - o o I I j _ I I I - - 1 L ` J ` 6LL,GIRDERS SHALL BE r 14'-0" — — J SHIMMED AS REQUIRED — — — — — 1 I N IN BEAM POCKETS WITH 1 I I I I' I STEEL SHIMS (TYP) — — — — — — — — — — i- - -- - - - - - - - - - - - N 19'-6' 18' 10" 0" 4„ 1 cn I -0" I 33'-0" 17'-0" 1 1 1 14" TJI FLOOR JOISTS I 14" TJI FLOOR JOI TS I v 'm o I I 560 SERIES ® 16" OC. w 560 SERIES ® 16" C. I rn 1 I __4 I 1 411(_4 I I I I W S 1 0 1 1 ALL GIRDERS SHALL BE SHIMMED ( 1 1 I I I N Q 1 >3 I AS REQUIRED IN BEAM POCKETS r I 1 I 0 L — WITH STEEL SHIMS (TYP) I 00 I k_j I v I I I I 1 I I NOTE: ENTIRE CEILING SHALL BE I I I W 1 SHEET ROCKED WITH 1/2" TYP 'X' L- ( I I I ' $'SIJ 4" - Li 0" A I I W UNFINISHED BASEMENT J --1-- <Z I U 1 9'-0" CEILING HEIGHT m I I L — I L I ' 1 4" POURED CONCRETE SLAB 1 0 I OD W OVER 6 MIL. POLYETHLENE 1 L i 0D 1 VAPOR BARRIER ON WELL n -0 v0 � I L — 0 0 Z 1 I COMPACTED POROUS FILLI I U N EXCAVATED I m 0 I 1 s I 4 POURED CONCRETE SLAB OVER 6 MIL. 1 1 10" P.C. FOUNDATION WALL 10' HIGH U. 1 POLYETHLENE VAPOR BARRIER ON WELL 1 WITH #4 BARS 48" O.C. VERTICAL & _<>D 0 1 {' I COMPACTED POROUS FILL „ Y rr v I n HORIZONTAL ON 10"X20 POURED 0 m p 0 CONCRETE FOOTING I o D� o I I =A C I 1 8" POURED CONCRETE FOUND)ATIO I W/(2) #6 BARS CONTINUOUS N 3 ? z m I0 1 WALL ON 8"X16" POURED) I m 1 ( � 0 CONCRETE FOOTING o I I �<Z X I �/ o _ m UP C7 I I 1 �) 17R I I� OWN ( I —I Ln m I 1 P (2) 14" ML FLUSH — — — — 1 —36" HIGH OPEN RAIL PER NYS CODE - 4-1 3 4" x 14" I 1 �A o m I I {' I n uJ_ _ _ _ _ _ - - - -�- - L L L J I j r 1 1 D� ( I c �" r� O v� O 1 of41 -11" II I r I I V J i 0 4'-0" a- . - u J It 7 - - - - - - 1 CHIMNEY F- r L 1 1 1 I 1 - - - - r 1 1 1 J L _ J MICROL4-1 AM'G RIDER L _ -J I r-p„ 1 r OZ $„ -4" I 0" I 17'-6" 0 3'-10" p„ 4., „ I �0 I 1 O yA 1 3 1/2" STANDARD STEEL FT PIPE 1 I I + ON AC300"30"X15" DEEP LUMN1 I � 1 I 1 ( POURED CONCRETE FOOTING. _ I 1 g 0 o o 1 I 1 L I I' 1 I o z o 1 i m oo Z I v 1 I L 14" TJI FLOOR JOISTS 14" TJI FLOOR JOI TS 1 I m�� I I I 1 1 — 560 SERIES ® 16" OC. 560 SERIES ® 16" C. I I mo rn m I Charles M . Thomas 1 1 ,m,-, z 1 I 1 r I I 0 > I I a r c h i t e c t i 1 I 1 I I Z 1 1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 �, I I I I L I v ( I I I � (2) 1 ML FLUSH I I I PROJECT r I - - - - - - - - -J o I I I i 1 I I CHIMNEY Fi°- - - - - - - - - - - - o 1 1 � $" 7'-4" 0" 1 14'-6" 15'-,0" p 1 FOUNDATION PLAN 1 I o I 10" P.C. FOUNDATION WALL 10' HIGH oWITH #4 °i .,,,t.p,.,�_•*.�� -w-, rc� 1 I 1 ALL GIRDERS SHALLx E HORIZONTAL RON4810"OX 0" POURED L & SHIMMED AS REQUIREIN I CONCRETE FOOTING I ( DATE: 4/21/23 BEAM POCKETS WITH DRAWING BY. CMT I 1 3-1 3/4" X 1 SHIMS (TYP) W/(2) #6 BARS CONTINUOUS I PROJECT No. �- - - - - - - - - - - �.—FL�H- - - - — - - - - - - - - - W UU O 'O CHK BY. - - - - ' DWG No. — — — R N 1 W 305 pDH „ 1 I " 3'-$" " UNEXCA ATED F 0 U N D A T 1 0 N P L A N [Al-i 007- 00 rn I 4" POURED C NCRETE 1 I; 1 SLAB OVER 6 MIL. SCALE: 4 = 1 -0 n 7 OF 10 AREAWAY I �. >. 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BELOW I' I CnU D 58 SHOW w SHOWER V. 0 Simpson Strong Tie N WITH CEILING COLLAR TIES © 32" O.C. � "MI �Q I CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie CHIMNEY Simpson Strong-Tie PER RAFTER INSTALLED OVER PLYWOOD HDU (CORNER HOLD DOWN) ADJUSTABLE HANGER TYPICAL THROUGHOUT, SEE DETAIL `'• _ RIDGE STRAP TIE n ROOF FRAMING PLAN ' SCALE: N.T.S. m r SCALE: N.T.S. Z Z ro z m 2"X10" RR 0 0 0 2"X10" RR 16" O.C. b 0 @ 16" O.C. a o o a w DATE 4/21/23 PROJECT No. 0 DRAWING BY. CMT ROOF FRAMING PLAN CHK BY. WI OW SCALE: 1/4" = 1'-0" [&_ 008- 00 S AT 8OF10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB (CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHObLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i 11 7/8" ML RIDGE " 0"X8" CT ® 16 F /r ' �P •p 12 07& Q10 TYPICAL ROOF CONSTRUCTIONARCHITECT C?C, SHINGLE ROOFING PER SELECTION OF OWNER OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS @ 16" O.C. 2"X10" CLG. JOIST © 16" OC. R-49 INSUL. REVISIONS D E S C R I P T 1 0 N 5/8" GYP. BD. FINISH T. & S. 3 COAT JOB (TYP) TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS ® 16" O.C. W/ R-49 BATT. INSULATION HALL 36" HIGH HAND RAIL PER NYS CODE TYPICAL WALL CONSTRUCTION SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS @ 16" O.C. 4" TJI JSTS 360 SERIES ® 16" O.0 R-21 INSULATION 5/8" GYP. BD. FINISH T. & S. 3 COAT JOB (TYP) TYPICAL FLOOR CONSTRUCTION 14" 360 TJI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION M U D R OOM R-21 INSULATION -- TYPICAL WALL CONSTRUCTION -I 36" HIGH HAND RAIL SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" -,-- -- _ -- - r PER NYS CODE CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. 7/8" ML RIDGE R-21 INSULATION 14" TJI FL JSTS 360 SERIES ® 16" 0 BASEMENT II I 2°x6" ACQ SILL PLATE o 0 li 16" OC TERMITE SHIELD, SILL SEALER, NOTE: ENTIRE CEILING SHALL BE -- TT-7-- 12 5/8" DIA. ANCHOR BOLTS @26"-0" O.C. SHEET ROCKED WITH 1/2" TYP 'X' Q10 TYPICAL ROOF CONSTRUCTION n y D^ o CI ;N ATTI SHINGLE ROOFING PER SELECTION OF OWNER 10" P.C. FOUNDATION WALL 10' HIGH ° 1 Q (V - -_ -,7 OVER 15 ROOF FELT ON 1 2" CDX PLYWOOD SHEATHING. WITH 4 BARS 48O.C. L�# / 0 C VERTICAL & - - --_- 14" ML FLUSH " „ - --�- - 14" ML FLUSH 2 X10 ROOF RAFTERS ® 16 O.C. 0 -- -_ _ - HORIZONTAL ON 10 X20 POURED Lu O 0 CONCRETE FOOTING - ' 2"X10" CLG. JOIST @ 16" OC. R-49 INSUL. W/(2) #6 BARS CONTINUOUS I , AY CEILING TO 10'-0" 5/8" GYP. BD. FINISH W T. & S. 3 COAT JOB (TYP) o 4' POURED CONCRETE SLAB 8'-1" PLATE HEIGHT TYPICAL CEILING CONSTRUCTION 4 MILL VAPOR BARRIER ° ° Lj - 2" X 10" CEILING JOISTS ® 16" O.C. ° ° ° 7'-0" T.O. WINDOWS _ 12 ° (n �- —---- -— - W/ R-49 BATT. INSULATION v / W T_R30 BEDROOM 3 BEDROOM 4 S C R O S S S E C T I O N 0 ] z N -= ' o -- - ---- - -- - -- o 2 SCALE: 1/4" = 1'-0" 11 M ^ N - - � 00 � /8 L RIDGE Z - - o -- = TYPICAL FLOOR CONSTRUCTION -_ -- �-- 0 T z- I w W/3/4 PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION w `1' 14" 560 TJI FLOOR JOISTS ® 16"O.C. T.O. SECOND FLOOR Y Y R-21 INSULATION I- --- 10'-0" PLATE HEIGHT \ - —---- -— 14 560 TJI FJ ® 1 OC. R-21 INSUL. i J 5/8" GYP. BD. FINISH -- - - T. & S. 3 COAT JOB (TYP) T.O. WINDOWS - �, 12 12 ----- ,p� �,p I� �/8" 0 TYPICAL WALL CONSTRUCTION 11 ML RIDGE 0 Ln (� - --- _ 0, SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2It 4 CAR GARAGE CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. R-21 INSULATION ATTIC F. F. ELEV. 20.0' -------a------ -- 2X10 ROOF RAFTERS ® 16" O.C. -- - 4" POURED C CRETE SLAB 4 MILL VAPOR BARRIER 7 „ 5/8" GYP. BD. FINISH I- 11 /8 ML RID E T. & S. 3 COAT JOB (TYP) o i 2"x6" ACQ SILL PLATE TERMITE DIA 1�8SLDANCHOR BOLTS ,. TYPICAL ROOF CONSTRUCTION ®�6 o,�@26"-0" D.C. 8 P.C. FOUNDATION WALL ' o ` OFFICE ON 8"X16 POURED CONCRETE FOOTING �5 o z SHINGLE ROOFING PER SELECTION OF OWNER 12 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 10 D �PF 2X10 COLLAR TIES ® 24" O.C. TF�PSR 00 2"X10" RO F RAFTERS ® 16" O.C. °OF . C� 5/8" GYP. BD. FINISH 16+, ° T. & S. 3 COAT JOB (TYP) OC 1 " TJI JOISTS 360 S RIES ® 16" O.C. - - HEADER --- - Charles M . Thomas 8"X8"rS C R O S S S E C T I O N o WRAPPEDLPER r C ( ` P C ` TYPICAL WALL CONSTRUCTION KITCHEN BEYONDION OF OWNER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SCALE: 1/4" = 1'-O" SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" GREAT CD X PLYNOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. i ROOM PROJECT R-21 INSULATION o TYPICAL FLOOR CONSTRUCTION 14" 560 1JI FLOOR JOISTS 0 16"O.C. W/3/4" P YWOOD SUBFLOOR W/MIN. SOUND INSULATION R-21 INSULATION �a7"L 14" TJI FLOOR JOISTS 360 SERIES ® 16" OC. GIRDER CROSS SECTIONS 1 2"x6" ACQ SILL PLATE 3 1/2" STANDARD STEEL PIPE TERMITE SHIELD, SILL SEALER, COLUMN ON A 30"X30"X15" DEEP 5/8' DIA. ANCHOR BOLTS POURED CONCRETE FOOTING. (TYP) @26"-0" O.C. BASEMENT DATE: 4/21/23 10" P.C. FOUNDATION WALL 10' HIGH ° PROJECT No. „ o) NOTE: ENTIRE CEILING SHALL BE WITH #4 BARS 48 O.C. VERTICAL & SHEET ROCKED WITH 1/2" TYP 'X' DRAWING BY. CMT HORIZONTAL ON 10"X20" POURED CHK BY. CONCRETE FOOTING owc No. W/(2) #6 BARS CONTINUOUS 4" POURED CONCRETE SLAB -0 ° ° 4 MILL VAPOR BARRIER _ S C R �O S S SECTION - 9 OF ,G SCALE: "1/4" = 1 -0" El i THESE DRAWINGS AND ACCOM'ANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB (CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I . F 1 ARCHITECT Y� REVISIONS D E S C R I P T 1 0 N RIDGE 12 J lh TYPICAL ROOF CONSTRUCTION s 2 X 10 ROOF RAFTERS ® 16" O.C. SHINGLE ROOFING PER SELECTION OF OWNER G' OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 6 2"X10" ROOF RAFTERS ® 16" O.C. 5�1 ROOF SHINGLES PER FiP�� UNFINISHED S ooF ATTIC TYPICAL CEILING CONSTRUCTION �o 2" X 10" CEILING JOISTS ® 16" O.C. W/ R-49 BATT. INSULATION TYPICAL WALL CONSTRUCTION 1 2 X 10 CEILING JOIST © 16" O.C. SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. R-21 INSULATION 8'-_1" PLATE HEIGHT 2 X 10 CEILING JOIST @ 16" O.C. LINE OF CEILING BEYOND 5/8" GYP. BD. FINISH - LINE OF CANNTILEVER B YOND 7'-O" T.O. WINDOWS GYP. FINISH--,--, INISH TRAY MASTER BEDROOM T. & S. 3 COAT JOB (TYP) —_ _ _-_ T. & S.S. 3 3 COAT JOB (TYP) CEILING FROM 8'-0" TO 10'-0" TYPICAL FLOOR CONSTRUCTION 1 14" 360 TJI FLOOR JOISTS ® 16"O.C. MASTER o W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION t BEDROOM BALCO Y R-21INSULA110N 00 ' J 3"X3" ALUM POSTS BY 'FEENY RAIL' o CEILING 10'-0' _===3/44"-P-LYW00 -- - - -- ------ =-- LAG BOLT PER SPEC AND POST COVERS AS SINGLE PLY RUBBER ROOFI G - - -. - - RIP' 2"X4" AC (3 �" TO 0") SELECTED PER OWNER CH H UP 24" ON REAR WALL ill FPLYWOOD RIDGE 36" HI ND RAIL PER N S �? SINIGLE PLY RUBBER ROOFING CODE to OVEER 45# RO F FELT RIP 2"X4" ACQ (3 4" TO 0") T.O. SECOND FLOOR AZ ] J"X4" DECKING (PER OWNER) - - -.--__ _ -LET IN 2"X6" ACQ NAILER --- EADER FOYER 14' 360 TJI FJ ® 16" OC. W MIN. SOUND PROOF INSUL. 10'-0" PLATE HEIGHT 2X10 CEEILING JOISTS ® 16" O.C.oc _ (2) 2"X10"" ACQ DJ 01 "O.C. �- —- - -HEADER OPEN HEADER I 5/8" GYP. BD. FINISH-,--,' INISH W 0 H TO T. & S. 3 COAT JOB (TYP) TECO EACH FLUSH JOIS3T - W -- T.O. WINDOWS BELO _ � CONNECTION74 TYPICAL WALL CONSTRUCTION '- III W SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" g CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. !�lj� U� 6"X6" COLUMN COVERED WRAPPED PER 0,0%-ERED R-21 INSULATION �' a � �I I W SELECTION OF OWNER GREAT p r-r, o i 10 BEYOND I �..N T FRONT BE ROOM ,� TYPICAL FLOOR CONSTRUCTION `\ H o PORCH 36" HIGH H D RAIL PER F cORCH NYs 14" 360 TJI FLOOR JOISTS 0 16"O.C. Z W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND XULA11ON �- R-21 INSULATION I n STANND OFF PLATE LJ BLUJE STONE PATIO „- F. F. ELEV. 20.0' _ 4" POURED CONCRETE SLAB ' --- —- - -- OVER 6 MIL. POLYETHLENE LINE NC OF 48" HIGH GLASS POOL - WELL ---- - VAPOR BARRIER ON WELL r O 4" POURED CONCRETE SLA 14 TJI FL JSTS 360 SERIES ® 16' OC. FENCE v " OVER 6 MIL. POLYETHLENE - -, VAPOR BARRIER ON COMPACTED POROUS FILL COMPACTED POROUS FILL GIRDER GIRDER GIRDER I 8" P.C. FOUNDATIOP WALL TCOMP,,ITA & LED COMPACT -FILLED- 8" P.C. FOUNDATION WALL j ON 8"X16" P.C. FOOTING ° ° -' ON 8'X16" P.C. FOOTING 36" HIGH HAND 1/2" STANDARD STEEL PIPE �I � 2"x6' ACQ SILL PLATE RAIL PER NYS COLUMN ON A 30"X30"X15' DEEP a 0 @26"-0" O.C. /Z TERMITE SHIELD, SILL CODE POURED CONCRETE FOOTING. (TYP) n p SEALER, EL. 16.0' ' u ) I 5/8" DIA. ANCHOR BOLTS BASEMENT - - - EL. .0 O H I NOTE: ENTIRE CEILING SHALL BE 0) _ _ _ — _ — _ _ _ — — '� SHEET ROCKED WITH 1/2" TYP 'X' — — _ __ _ — — — — _ EL. 14.0' 9: H ( ) OliVd 3NOiS3n-lo �OOd 03SOd021d 01 Vd 3 8 NOis:in m. V „O-101 „0-,Oz O- / ° 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 10" P.C. FOUNDATION WALLL 10' HIGH--I WITH #4 BARS 48" O.C. VPERTICAL & HORIZONTAL ON 10"X20" FPOURED CONCRETE FOOTING WA2) #6 BARS CONTINUOUS S CROSS SECTI ON 4 SCALE: 1/4" = 1'-O" Charles M . Thomas r VENT {'TF"i r wrt 11KJ r R r"m" l ROOF F �I IT a r c h i t e c t 41 L '_ PO BOX 877 JAMESPORT NY 11947 631 727-7993 _ f �1_1/1YV �7V 1 1 i �1-1/YY �1-I/2W i I I 2Y I 1-1/PV 4� p- PROJECT i i 1 �t-1>m WASHER SHOWER I W'C' LAV I LAV W.C. LAV I LAV W.C. W.C, LAV HOUSE I SHOWER I I I SHOWER SHOWS 1uR I I I I SECOND{�FLLOOR f f I r 11/1 II/Y f I r 1-1/1 I 1/f r f r 1-1/1 77f G0. CONNECT TO APPROVED i � 7f i r—_I_ �f I �f , r�f F.A.I.&SANITARY SYSTEM 1-10-T �� �I-I/PY ¢-1-10 r �1-1/2Y 1-1/fV-? WASHER I I WC i LAV i LAV I LAV I WC KITCHENSINK FRESH AIR INLET SHOWER CROSS SECTIONS F F FIRST FLOOR n CONNECT TO APPROVED P.V.C.PIPE PIPTCHED F.A.I.&SANITARY SYSTEM AS PER N.Y.S..CODE .w.�. DATE: 4/21/23 PLUMBING RISER DIAGRAM PROJECT No. DRAWING BY. CMT SCALE: N.T.S CHK BY. DWG No. [A - 010 - 00 10 OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, ASS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBI(CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACC MADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING R602. 7. 2 STUCTURAL MEMBER ALLOWABLE :Ieoo�� RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/Tao c. SLOPES THAN W/NO TOP PLATES W M FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE— GYPSM BOARD INSTALC � INTABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND 6d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBELL DIAMETER 40% EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH WFCM SECTIOM 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE / 5/8" MIN. TO EDGE 1/3 SPAN 1/3 SPA NISTA LLED^IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 o y 1 1 AL NAIL NEL ED O.C.) W TH FC TABLE 31 WITH BRITTLE(b) FINISHES r 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT / NOTCH MUST NOT EXCEED) WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING a CORNER DETAIL OR BLOCKING SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the � WITH WFCM 3.3.1.3—END RESTRAIN GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE BE LOCATED IN THE SAME of the cantilever. WALL CROSS SECTION OF CUT OIR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn 7 BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of z BOTTOM PLATE: FOR FIRE BLOCKING o � WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Cn CIT OR BLOCKING 16d NAIL AT 24" O.C.J INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 > SILL PLATE Jol`;sT .o " WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION ° ° SECTION 3.4.3.1 .,1 FI URE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4. 2.1 .1 FIGURE 3. 3 A CRAWL SPACE °G 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT ALL NOTCHING AND IBORE HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING F UNDATIONRADE (b) INSIDE CORNER DETAIL FRAMING MEMBERS NOT AT FOR INTERIOR N ONBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS ^0 WALL FlL00R 8c ROOF FRAMING NON —BEARING WALLS: 602.E 1 CX 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6' O.C. ` V TYPICAL , JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w O WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (f) N WOOD SITRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE Uj FOR TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) SEE STUD TO RAFTER Z FASTENER SPA��1 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS n TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RONNECTORS QUIRED d 0 PA ING < 6 FEET < 8 FEET 1/2 s c --� A AEQUI r ' (� — — ALLOWS E CH SIDE N0. 8 WOOD SCREW 16"' 0 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATIONF I HEADER STUDS FULL LENGTH O LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. Q STUD (MIN.) o NOTE: 2%4" BLOCK NAILED TO EACH I= AT HARDWARE ° CORNER STUD CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16"' 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) o ° o CONN CTO S N UPL AT BOTTOM OF HEADER STUDS IN LENGHT ° NOTE: SIMILAR REQUITED Co NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND ° FOUNDATION. I AllBOTTOM OF CRIPPLES 20 GAUGE STRAP W 0 2-16d COMMON ° ° NAILS AT6WALL FLOOR BRACING AT r-_N BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS t� 1/4 LAG SCREW BASED ANCHOR 16"' 16" 16" SIDE WALL W WITH 2" EMBEDMENT ;? ENDWALL (WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS Q LENGHT I ISUBFLOOR / 81 NAIL AT 4 O.C. �--� ENDWALL STUDS b. FTHIS TABLE ASTENERS SHALL BE B N INSTALLED MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I ; CEILING BRACING GABLE ENDWALL � FACE OF FOOTING AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. '— -- --— -- FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. FIGURE 11� o ( WFCM ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN U' 0 NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2"' INTO THE BUILDING FRAME. , , o ,� SHEAR WALL REQUIR=MENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ' TOP PLATE U d. PANELS ATTACHED TO MASONRY OR MASOMRY/STUCCO SHALL BE ATTACHED USING ° `� H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT CENTER 2x BLOCKING RIDGE HANGERS IF H/2 BUT NEED IOTDIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUND.. ° ��� JH8UT NEED NOT REQUIRED , ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1 4�' o WOO A MINIMUM THICKNESS OF 7 16 INCH 11.1 m o EXC ED 15 FT. AX. ED 40 FT. MA / STRAPPED TO TOP / N D STRUCTURAL PANELS SHALL HAVE / ( ) HOLDDOWN ° o CORNER STUD OIN GABLOEOFACERANDUONLWALLEBELOW PLATE OF WALL BELOW 20 GAUGE STRAP z (HDU) o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS ROOF RAFTER o 0 0 TRANSFER FOUNDATION CLEA � ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP- 1 STUDL(MIN.) PREFERRED METHOD z " WIDE MIN. AT HA�DW RE RAFTER 4 8d NAIL AT 12" O.IC. ON o J _ W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEWBERS EACH SIDE RACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOAR o (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT „}r FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CONNECTION TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SC EDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T AREA HOLDDOWN USE / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES � EDGES SECTION PANEL SECT RONb. IE 802.4.1T FIORSPACES CONVENTIONAL CEILINGMEETING THEEQJOISTS AND UIREMENTS IN T A B L E R 3 01 . 5 i NAILS - ._ SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE . . "-WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-4 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALL D IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n S t r'o n g — TI e RAFTER TO STUD SIMPSON H-7 ANCI OR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (� PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 \ A 3 5— Chimney F r a m i n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE "` z FLOOR TO FLOOR SIMPSON CS-20-4 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A OI�UTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF [RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. o 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUNDCl- * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Uj 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT AJALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. �SSIDE WALL d CONSTRUCTION, SSTD 10-99) TABLE305 F A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT 1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY. POINT ALONG THE TOP DECKS 40 U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. �" e. SEE SECTION R5THE FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WALLS. WOOD STRUCTI L_ f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 ®I * INSTALL THROUGH FIRST FLOOR SHO PANEL INSTALLED INJ HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE WITH-1 TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 " �) NAILING SCHEDULE- 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED . m (TABLE 3.11, WCFM 20155 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 HIGH WIND EDITION LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS ® ) z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 4 0 8d NAIL AT 6" O.C. OM CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED g I SIDE CORNER DETAIL SLEEPING ROOMS 30 AT PANEL EDGES ANDS I WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE ,� PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOTE CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS 2 C R N E R BRACING DETAIL MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS , MET: FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY EXTERIOR CORNER . S ALE. N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2.12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN �' Simpson Strong — Tie h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 1 HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. i (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: �\ NAILING SCH ED U I_E are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. - /< MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, 1 RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING P 9 9 � Z JOINT DESCRIPTION 5/8" ANCHOR BOLTS 39 sheet no. 1 COMMON NAILS 1 - FLOOR / having jurisdiction and best standards of construction All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 Wind Limitations-Section R301.2.1 practice. an Institute of Architects Conditions shall apply 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. l RAFTER TO TOP PLATE TOE-NAILED Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE g ( ( ) to all work performed on this project. 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and 0 Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER (END-NAILED) 2-8d EACH END - BLOCKING TO RAFTER (TOE-NAILED, Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, L 2-16d EACH END Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-[`TAILED Stairway- R311.7 � 4-16d JOINTS - EACH SIDE Y Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building gas designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn TOP OR BOTTOM PLATE TO STUD (END-NAILED) -Section R316 less than $ 5 million and automobile liability and damage z 3-16d PER 2X6 STUD 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 9 0 Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be U5 r FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. 5: CN Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-N��ILED found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes BAND JOIST TO SILL OR TOP PLATE TOE-NAILED p 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. O ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York U) W STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double lazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) g5. The insulation protection as indicated on these plans exceeds z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These the sd drawings gs and nimum aspecification are instruments of service and _ Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD 30"x3O"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used < O Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. , ` 5d COOLERS 7" EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site v GYPSUM WALLBOARD / Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. O J -J Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10„ FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W Fireblocking - Section R502.13. Q ANCHOR BOLTS IN FOUNDATION USE: L!J Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION SimpS;On Strong-Tie �- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1 Old x 1 1/2" %1� ry FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GAR-,E STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP (ONNECTOR AT 16" O.C. NOTE: 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, r Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" / Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrap. MTS :6, 16" O.C. lOd 6" EDGE 6" FIELD USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board O 5/8"Type X GWB in garage. (2) layers J USE (4)-8d NAILS AT EACH END GWB at fire partition Slm S�On Strong-Tie 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 E- O of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10cd x 1 1/2" () SIMIPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 1 11 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST �. shall have minimum of six 6 fasteners 16 0.C. USE 4-8D ( ) per shingle (section R905.2.5'i DECK POST TO GIRDER CONNECTION USE: � NAIILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < LIJ SIMPSON H-8 USE W/ONLY s o _J MIN OVERLAP IS 12 %" ANCHOR BOLT (14 ) percent slope), 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLAT -percent slope up to four (4) units vertical twelve (12) units horizontal (33 l ), 4- 8D TO PLATE PLATE IN • � MTS12 ® EACH JOIST (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment 4 U210 2X6 (SEE ANCH SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ON DWGS A 3.1 AND A-3.2) ATTACH T of PS720 (ALIGN WITH JOIST BELOW) C o AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to[r, •� - hold in place. m SIMPSON Startingat the eave , apply 36- inch wide 914 mm sheets of underla PORCH POST TO GIRDER USE: PS720 •4l 8" HDU PP Y ( ( yment, PORCH ROOF RAFTER TO GIRDER USE: • overlapping H2.5R AT EACH ROOF RAFTER (14) SDS Y4' X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2" % �" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U N 4 SEE FOUN ATION PLANS A-3.1 AND ° Ice Protection (Section R905.1.2) °q A-3.2 FOR LOCATION) ° Underlayment in High wind (Section R905.1.1) C 0 N N E C TI 0 NI S ^ (MINIMUM D UBLE STUD) ° , D°�, °•D' ,D • ,° •• SIMSON STRONG - TI Flashing (Section R905.2.8) � v if n Chimneyand fires aces - Chapter 10 STU Y2 BEARING PLATE d °•° °. °, D ,' I I ° ° 1 1/4 C(JIL: S i�RAP 16 O.C. Energy fficiency F Chapter 11P see attached report ° e • ° °.° °. Mechanical - Chapter 12 DOUBLE 2X MIN. D ° ,•a•e° o' ° •°0, Ql�a p, p ° " USE 4-8D NAILS ACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 'N - °, ca � �;, Heoitn and cooling equipment - Cha ter 14 BEAM n � D . � D . D . o � o �1..- 9 9P ^ _ ° °•sd ,� ° ry Exhaust Sustem - Chapter 15 > a MTS3�) Duct System - Chapter 16 Simpson Strong-Tie Tle DOUBLE TOP PLATE , ROOF RAFTERS Combustion Air - Chapter 17 p g- o AC4 .as��ns -� Chimneys and Vents - Chapter 18 °• a °• a °° a SSP Plumbing - Part VII AT EACH POST C) 1 3/4" IMUM D ' ° s�D;' SEE LAN Cn a• ,Q_, ,° o Flood Zone - 301.2.4 EDGE DISTANCE ,•4° 9 D o HEADER I FLOOR TO FLOOR °•" STA21 D � Simpson Strong-Tie U CONNECTION KiNIG STUDS CS20 11/" COILED Y2" THREADED ROD " R STRAP. MIN 12EQUIRED FOR STU 1/2 - o ^ iAC;K STUDS OVERLAP AT EACH c° SIMPSON STRONG - TIE STUD CD ,� SIMPSON STRONG-TIE oCIO 1 1 /4 COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D I SIDECOVER a C� AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D I ! MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END, JACK 0 S L ®® b DISTANCE* 12" MIN OVERLAP PER RT2.5 'mT ., COMPONENT a. ....:aa • . o MIN EDGE SHEET NO. STUD TO ROOF RAFTER STHD8 cI •°•�:ti;o�: '}:>~ '.�•:• FLOOR TO FLOOR DISTANCE*' Simpson Strong-Tie •° WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING OR AB *NOTE: SEE MANUFACTURER`,S MIN. C>VERLAP IS 12" CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FIOR SILL PLATE TO RIM JOIST AND FRAMED OPLNIING EX ERIOR WALL CANTILEVER CONDITION- WALL ;° CK RIM JOIST TO STUD CONNECTION TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS i 16'-0" 56'-0" 43'-0" 9'-7- 15 37' '-4" TAIRC Tn BASEMENT 6'-4- 4'-0' 6'-0" 'ENT C)ad 7-10" > -0* 13'-7j" F- (n SIDE b F 0 V-6 5 1-0. EnZ 0 -4- 4- PC SLAB W/ PORCH 200 L. AIN TILE FINISH CA 3J41 0 00 C) LL 42 P AN 251 A151 2,142 2J42 L 0 q z 0 _j x Z!< 5'-0' 3, 0* 6 CA XAM, M C/) I a 9:- A F=1 C,-H I_F E C�,-F z 5j;0 rn — 0 �>> 0 -0 2 0 CID 0 CA ® —® ® I COMMERCIAL ;u SINK 9 0 �:7_ >< x cli, 3: 0 a: 0 42'-0" - 15'-6" x 23'-B" - 8'-2- C) MC�A 0 ® � 0) 0 00 M L4 >< 0 ;v -0 ct REVISIONS D E S C R I P T 1 0 N ;u 0 KITCHEN 1 X 0 CATHEDRAL 0 0 0) C%0 0 ;� 6 X I MUD C% -a CEILINGS _n 0 z 0 0 ROOM Wo ILI! 11/21/23 CLIENT EDITS 0 M ;0 _0 R F9 > 0 z 41. LAUNCRY C� SIDE ENTRY AS BUILTS > DW 7/17/25 SITTING PANTRY ]" N ONE U) OJI) I L _J ROOM REF. GARAGE 1_1 11. HEAD R ISLAND x !2 1\ 125 EXHAUST----,\ Vi > %IZ - — FAN EXTER10k 0 cRt I I' PC J� im 1HR. RATED C� C� C� C4 0 —7 0 TYPE X SHEETROCK QI 144 ML INTERIOR RIDGE 0 5/8 7"X14" PARALAM RIDGE C� 1.9-,1, 6'-0' L-J 2'- (71 _u a z k -0 - -1 L CA ;u ;a tD 0) C% WALLS & CEILING M I' POWDER 0 z 0 U) M 0 POURED CONCRETE SLAB 0 0 C) 4 0) 3 >< 1, 0 > F_ M P C_ P aj OVER 6 MIL POLYETHLENE> 0 0 DO 0 z En 0 1 En I- VAPOR BARRIER ON WELLCn m < (n En M CA M I ;0 M F F -1 L m! COMPACTED POROUS FILL x I I x ;0 rn 0) 0 ;u 1 11 1 0 D M (Al 0 0 0 0 rn 0 0 -T1 NOTE: DROP GARAGE ;u 0-um a M x > �90 WALL HEIGHT 2" TO 5;u.o ;u X > 0 C% M P > Ka M z ALLOW FOR 16" TA TO Kx "T1 XO _n 01 ;u 0 MO SMOKE M P V) 0 ty! MATCH FLOOR HEIGHTS M x LH a: 0 o P > =j% U) Ln DETECTOR 5 X 14- IPL HEADER ON SECOND FLOOR 0 P 0 0.0 r >Or- 0 CARBON M 0 LINE RNE 5F_ ILLS S—A >z> MONOXIDE (n K M 0 2 BO C)-a DETECTOR rj 9 M L4 0 r (n M 0 (3) 11 J' ML HEADER 7! X 14" PARALA4.'1HEADER- _7" X le PIL HEADER (3) 14' ML HEIR C� < CL — — — — — — Ln n % 1�1'� WET BAR 7L -�3- a) �0 a) 1 (2)210510 FWG 3080 X x ; x d, 02_Mv al 0) OR a) z xx _0_v > 0 rn 0 0 CLOSET MW f- 1 0, SIDE ENTRY rn 0 34!il 0 34510 0 U) C1 I x �=j EGF ESS EGRESS F)0 51-0. 6- 7'-8- 5 1-2 11 (3) 11 ML HD5'-O� z%C% 0 1 =— - —_ C� x 4� E�0> 34 10 34$10 34 10 M > 0 18,-10" Ict I 1 5'-0' EGTSS EGT 0- EG 91 ;0 1 (p 4'-0 8'-0' SS 8'- TSS 5'-0' 4'-7- -0. >1 1 14" TJI joisTs 360 SERIES 7'-10" 4'-7- Gi > POOL TA 5. r- TABLE 21 L" 0 16" OC. x 17, C% 2S 17'-0" ui 0 0) (n > =1 4' u L r_ M>111> 0 co > I 11 x 57'-0" in 0 0 I ;v a) > M-4 M �Mx > M M L -1 L _J L -1 M M 0- 1 Cn 0 r Ld 14" TA joisTs 360 SERIES F_- (1) ,I M > SERIES 0 >;u 00 0 16- OC. \\ DINING -01 =1 0 y s C� 16" Oc. TECO JOISTS FLUSH TO _0 0 > 01 ZLL HEADER M Z,� 11 5; 34 P F 0 4h, I � W Q 2'-0' 5 X 14" PARALAM-HEADER M 2 0 0 00 >M 0_D a) C) M M x (n-0 (n_v (3) 14- ML HEADER 0) xM0 M0 0 tn::F M M 00%8 0 0 7'-0" rn> :E M Ln --A =:1% I M _v C:>, z ->�� --1 3 0 fu__I'u M M-00 U) >Z> >Z> rn-0 ;u 0_u 2 zoo: M 000 rfi M-i Z _n CANT -0 -0 on 4'-8- 0 8" 8'-0" 8" 4'-10" 0_n M :20M , o-n;o L O > I REAR PORCH 0 hm- ==E1_ 0 (3) 14" ML HEADER ovrn BALCONY ABOVE: xi C� M (A 21'-0" 0 C� R 0 to 11 `j > CA E: I ;10 ZO z it ::E > FOYER >= > 1 � > rn GREAT —0 0 5-. n_u 0 Do v �1 CA 0 M x PEN 0 ROOM M: Im oa M a) 0 - -n (A >. 3 r, (__,*0eT0 00 > Q 4. M _P I 0 M 0 ABOVE COVERED — ,;a r; __j >0 1 1 4 0 ;u 9 4" 1 XISTS 360 SERIES > > �_D FRONT ;u 00 0 12- OC. M 10 UP > 0 17R Ci Im > Z M 0 0 A I _TI M Im 36" HIGH OPEN RAIL PER NYS CODE LO D > ui 0 v)* 0 IN) M 00 DIP 0 0-00 4' M"8 lr� f >8 ;u rr Lo V) C� q000 z z 0 0 6'-0' Cn r�4 x 0 0) q;u 13'-0" > M U) (3) 14" ML HEADER all X"-01 M,ZO x L 0 0) in F1 0) 14" TJI joisTs 360 SERIES W -a ::E M -0 0 16" OC. > -n> q 0, ok (51 ;�M z 7'-0' 00DF! 01 0) U)X I \�I�TJI �STS 3�6S:_'RIES 0 CR on rni�2 1- C� 0) 16" OC N FE W x 4 I-ILU - . 1 0) Ln Ln DIFFICE — — — — I LA in 0 :1- 0 SMOKE 0 F DETECTOR Im CLOSET 0 41. M E I0i M LI I ITI 4'-6- 0 ;u ;!t > CD LIVING Im- 0i 01 a in 5'- ROOM 00 01 o' L > M x DETECTOR 2'-0' 4� Charles M . Thomas q ANT" SMOKE > 6 19,-0" x X 0 x 0) a r c h i t e c t M _u P>x (A C)M-08 14" TJI JOISTS 360 SERIES -v PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 3 1 Ln 0 16" OC. 5 M_v DO zoo 0>rr -0 En -V> -nm rrl r- fireplace > 0> selection per owner r- PROJECT JR MASTER "n BEDROOM MZ ;u 0 Simpson Strong-Tie af Lt)--j SMOKE L�7_�4 DETECTOR HDU (CORNER HOLD DOWN) DO C� ',(TYPICAL THROUGHOUT, SEE DETAIL x r-> 0 0 r- 01 1 0 r- 4� U! M I JR MASTER r—>M M r—;0 BATHROOM —q qr-O FIRST FLOOR PLAN 125 CFM EXHAUSI 0 C:U);u KING 10 FAN TO EXTERIOR tE; to BED SHOWER CD M0 V! 11'-4 4' ) 5 > > 41, DATE: 4/21/23 x 0) M 8'-0" -0 7'-6" 0 PROJECT No. to DRAWING BY. MT O CHK BY. Ilk II, DWG No. 1 5' 0" -6 -25'-3" 1 q I R S T FLOOR PLAN 6 81 W4��0 4- PC SLAB W/ 3 6'-9" -0" AREAWAY TILE FINISH 2'-0' ,2 SCALE: 1/4" = 11-0" CANT FIRST FLOOR: 4,022 SF 13'-0' 2'-0" 3-0" 40'-0" SIDE 115'-0" GARAGE: 1,159 SF HURCH 200 XLAIN _j 442 AT 7�4p GO-N: 6' 0 019 IL 4" 1 6�ERICES 0 2--o.1-7 THESE DRAWINGS AND ACCOMPANYING SPECIFICAT11ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TOTE ORIGINAL SITE FOR ICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IIN MOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i 28'-10" " 4'-8— — 8 POURED - ou I S '-4 " 3'-3" 01, CONCRETE FOUNDATION WALL — — —bN 8"X16" POURED r UNEXCAVATED- -AREA AY � � I- � � I I IONCRETE FOOTING 200 AL. AIN4" POURED CONCRETE" _ Q SLAB OVER6MIL. I _ _ _ _ _ _ _ _ _-0' -1OlF POLYETHLENE VAPOR - - - - - - - - - - - - - - - - I 1 -3 61 I BARRIER ON WELL I 1 I _ ( ) COMPACTED POROUS FILL I DROP FOUNDATION WALL *' - - - L — 305 DH I I - - J L- — J L- - - - - - - I TO MEET SLAB I <" - - - -rl CHIMNEY - - - — — J L - - - - - — - - - L - - - - %- - CONTINUOUS FOOTING I I � o �) o o I . - - - - - - - - - - - - - - - - - - - — 3-1jr/4-�X1 — —4 —MF QSH I II II II II II Xm�N I o o 10" P.C. FOUNDATION WALL. 10' HIGH I I I I I I I I 11 11 I I 11 I I I I B O I L E R 0 W E. I I �� „ Tt DROP FOUNDATION WALL m0:1 8'-0 I C O I o t:'` , " 'pl •'<_ WITH #6 BARS 35 O.C. VE: T1CAL I I I1 I I II 11 II II II II I I� TO MEET SLAB = k"w z> I o m z f' I I '`` '~ ARCH ITECT 1 & HORIZONTAL ON 10"X20"' POURED SMOKE U 'o<oz N SLAB TO SLOPE C_m o I CONCRETE FOOTING 11 11 11 II II 11 1I II 11 11 p CONTINUOUS FOOTING �S --DETECTOR sg I I UNEXCAVATED DN. TO DOORS N�-Di k: 1 '* CARBON o _i(n— I 1 W/(2) #6 BARS CONTINUOUS s ©--MONOXIDE a 4" POURED CONCRETE SLAB OVER 6 MIL. o r O r; 1 o(�r DETECTOR �� I I POLYETHLENE VAPOR BARRIER ON WELL O Z I K 1 21 4" II I I II II II I I I I II II n X I COMPACTED POROUS FILL y l :%K ( REVISIONS D E S C R I P T 1 0 N o I I( 11 I I I I 11 I I I I I I 11 III o °'o 8" POURED CONCRETE FOUNDATION r 1 11/21/23 CLIENT EDITS I I z m r � I 1 1 m ` o0 11L II II II II II II II 11— III o 0 �`-� 3 1/2" STANDARD STEEL I I WBOTT BALL W OTTOM ON86 16S POURED TOP N N I 1 N 7 17 25 SIDE ENTRY AS BUILTS 1 I o m-9 11 �T �I__' II II II II —II f� N r PIPE COLUMNBAR] - / / Iq CONCRETE FOOLING W (2) #5 Z 11 11 11 1 11 11 11 11 1 II II o POUREDON A CONCRETEFOOTING."X30"X15" DEEP I UP - I00 � o I o ® � �3-1 3 4" X 14" 1 I I I I I I I I I I I I I I C) (TYP) L J MIC OLAM I " I N o 3'-�Q " n 0 '-1 I V-8" 0" I'' II II II I II II II II I II II 1 1 Zoo I . I 1 I I I I 11 L 3 1 2" STANDARD STEEL omz �� I I I DN.SLAB 0 DO RSTO E N-mF a I ' D II II II II II II II II II II PIPE COLUMN _ 0) I I -n � I o I�? I I I I I I I I I I I I I I I I I I I I ON A 30"X30"X15" DEEP I g z ( I W I�o POURED CONCRETE FOOTING. I z 1 II I I I I II I I I I, „II I I I I I I (TYP) I F_ 1 _-1 3'-0 „'-3 II II it II II I _3II II II II -0" '-5" '-5" '4'-10" „ 1 24'-8" 17'-0" r 11 I 11 11 11 11 1 4_1 3/1: X1114" II � _ 11 11 x.�} MICROLAM GIRDER M CROLAM GIRDER I x L _ J r- - - - - - - - - 1 - - - - - - - - - - J t F — — -- — I �GIRDERS SHALL BE SHIMMED AS REWIRED I' o 1 I I IN BEAM POCKETS WITH 1 I 1 N 1 a 1 I STEEL SHIMS (TYP) I I I o — — - - — — — — — — — - - 1°° CI 0 = a 19'-6" -0" 18' 10" I 0" 4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I W I L J L J I I I I z rn I I I 01 1 -0" 1 33'-0" 17'-0" 1 D I 1 14" TJI FLOOR JOISTS o 14" TJI FLOOR JOISTS 1 1 w 0 1 I 560 SERIES ® 16 OC. I- I a ^ 560 SERIES ® 16" C. I o= 1 ",T I I I W s W 1 I 1 1 ALL GIRDERS SHALL BE SHIMMED I �I D I I AS REQUIRED IN BEAM POCKETS --1 v I L — WITH STEEL SHIMS (TYP) I -I F I I 1 1 I W I � NOTE: ENTIRE CEILING SHALL BE " SHEET ROCKED WITH 1/2" TYP 'X' L J L {, W '0 1 1 1 O " —10'-4 -0" I A a Z I I 1 W Q O W 1 I UNFINISHED BASEMENT 0) m o FURRED„OUTCONC. WALLS 1 t o W/2 „4 MET L STUDS 1 ' I ( 10'-0" CEILING HEIGHT r r �0 ® 16 O.C. SHEET ROCK 1 L 1 I D R-15 INSU TION L - 1 OVERU6 MIL. PO YETH ENEB I I r 1 L (n — W 1 I I VAPOR BARRIER ON WELL J L COMPACTED POROUS FILL 1 UNEXCAVATIED I I 0? 20'-4" ,_9„ o„ ,_4" I a l W 4" POURED CONCRETE SLAB COVER 6 MIL. I r POLYETHLENE VAPOR BARRIEFR ON WELL D n 1 0? 0 w COMPACTED POROUS FFILL I I 10" P.C. FOUNDATION WALL 10' HIGH o FINISHED ASEMEN T I I o I I 0 z r o WITH 6 BARS 35" O.C. VERTICAL tO 8" POURED CONCRETE FOUNDATION I 1 & HORIZONTAL ON 10"X20" POURED ^; D N FO NG I I o r-o WALL ON 8"X16" POURED I 1 CONCRETE FOOTING 10'-0" CEILING HEIGHT I I 0:r- Z CONCRETE FOOTINIG 1 W/(2) #6 BARS CONTINUOUS w Ow I 1 D o X 11 m = O� UP N I 0Am i 1 I 1 I 17R I I� � I � _ N I 1 ? 1 1 36" HIGH OPEN RAIL PER NYS CODE 1 3 4" x 14" I I m 1 I `� _00 o I 1 I - - - I OLAM Url I F z 0 1 I I I i l r o f I Lrt. J L L J I I r- , 1 r p = , 1 - - - - - - a o 4'_0" 1' uJ D 1 I I f� F r -1 r — � I � ` 1 (� w L- I I I _ LL O LO J L I J MICROLAM G RIDER L — J r I v D I -0"�k 1 r WO 10z -4" 0" 17'-6" o _ 23'-10" 0" ' 4" " I 1 0 � i 1 3 1/2" STANDARD STEEL PIPE COLUMN1 I I 1 3 1/2" STANDARD STEEL -�LUMN ON A 30'X30"X15" DEEP I 1 �3 1 1 I ON APIPE COO X30"X15" DEEP r l POURED CONCRETE FOOTING. 1 1 1 I POURED CONCRETE FOOTING. I I ( ) cn I I Z r p (TYP) L J L J i o 1 1 I I " ' " I 1 _ mCsz i t 1 1 — 5 0 SERIES ® 16"TJI FLOOR I OC. I- I-STSI 560 SERIES ® 16"TA FLOOR I TC. 1 1 -q m 1 I Do o o I 1 orn 1 1 a zgo 1 1 1 I I I I I ' z ' I Charles M. Thomas1IcIl LI L J 1 I I (t- IL, SH a r c h i t e c t 1 1 I — — PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 o - - - 1 I I I N CHIMNEY - - - - - - - - - - - PROJECT 0 I =I �o 1 o I 1 F — — — (2) 14" ML FLUSH— 7'-4" 0,. I 14'-6" 15'-10" o l 1 1 1 1 1 I I 1 0 V 10" P.C. FOUNDATION WALL 10' HIGH o °� 1 I o WITH #6 BARS 35" O.C. VERTICAL 1 I FOUNDATION PLAN ALL GIRDERS SHALL E & HORIZONTAL ON 10 X20 POURED 1 I 1 1 „ " SHIMMED REQUIRED IN I CONCRETE FOOTING 3 ML3/ " X 14 slm POCKETS(TYP) W/(2) #6 BARS CONTINUOUS 1 �- - - - - -J - - - - - - - - - - - — - - - - - - - - - - - - - - � -_ o o DATE: 4/21/23 ESS PROJECT No. r DRAWING BY. CMT N � o„ —I � UNE�XCAVURED �AR�D 1 " W 305 DH " I I 3'-s" UNEXCA ATED I �; SLAB OVER 6 MIL. I 4" POURED C NCRETE CHK 8Y. AREA AY I I POLYETHLENE VAPOR 1 4l, I SLAB OVER 6 MIL. DWG No. — — — — — — J BARRIER ON WELL POLYETHLEN VAPOR — — COMPACTED POROUS FILL— — I BARRIER 0 WELL _ FOUNDATION PLAN A 00500 � I COMPACTED POROUS FILL 5 OF 8 2—o —0. — -3 —o" 7'-0" SCALE: 1/4" = 1'—p„ 1