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�oU s1F McoGy Town of Southold 12/11/2022 a P.O.Box 1179 CO 10 m: 53095 Main Rd oy,�0 app Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43683 Date: 12/11/2022 J THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 405 Fleetwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.4715 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2021 pursuant to which Building Permit No. 46441 dated 6/17/2021 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 front covered porch and slate landing,rear deck,rear second floor balconies,rear covered porches and attached garage with bonus room above as applied for. The certificate is issued to Corcoran,David&Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1048 8/17/2022 ELECTRICAL CERTIFICATE NO. 46441 8/30/2022 PLUMBERS CERTIFICATION DATED 9/27/2022 Ao lumbing t oriz ignature �FFoI C TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46441 Date: 6/17/2021 Permission is hereby granted to: Corcoran, David 5 South Dr Plandome, NY 11030 To: Demolish existing and construction of new single family dwelling as applied for, per SCHD, with Trustees and DEC approvals, and with flood permit. At premises located at: 405 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.4-15 Pursuant to application dated 5/26/2021 and approved by the Building Inspector. To expire on 12/17/2022. Fees: DEMOLITION $607.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,795.60 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $4,552.60 Building Inspector pF SO�jy®l Town Fall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCDUM`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Corcoran Address: 405 Fleetwood Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46441 Section: 137 Block: 4 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ben Franklin Electric License No: 4211 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 97 Ceiling Fixtures 26 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 18 Wall Fixtures 21 Smoke Detectors Main Panel 150x2 A/C Condenser 3 Single Recpt Recessed Fixtures 124 Heat Detectors 1 Sub Panel 70A A/C Blower 3 Range Recpt Gas 8'LED 4 Combo Smoke/CO 8 Transfer Switch 300A UC Lights 34' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 3 Switches 6g 4'LED 1 Exit Fixtures Pump H . Other Equipment: fridge 2, oven, DW 3, micro, hood, mini fridge, floor heat 4 Notes: two story house Inspector Signature: Date: August 30, 2022 S.Devlin-Cert Electrical Compliance Form '�\QF$Q(Jr�olO Town Hall Annex Telephone(631)765-1802 54375 Main Road r� Fax(631)765-9502 P.O.Box 1179 G y0 Southold,NY 11971-0959 �0 BUILDING DEPARTMENT L TOWN OF SOUTHOLDd ` D OCT 07 2022 --- T®i•,,•..3 v,... CERTIFICATION Date: A �a-7/,P,? Building Permit No. t-4 (y y 1 Owner o v et ar, 1L en (Please print) Plumber: —u--<D Sts iQu-mbt 23 Covr? (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of SeeL,- er 203;) a Notary Public, q-L�-FFb11'- County Dana M.Behr NOTARY PUBLIC,STATE OF NEW YORK Registration No.Ol BE6371759 Qualified in Suffolk County Commission ixpires March 5,20a(o lav SObIyO� �� � ql # # TOWN OF SOUTHOLD BUILDING DEPT. °`�rournrN�'' 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ].�FIREAESISTANT CONSTRUCTION [ `] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: -t&o-t V e e-& DATE I INSPECTOR of SO�lyo # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ou�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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 REMARKS- n �AIr �01J_N_ 4tA�1111A < NIAlov NAY nnkA6 -les c. c� if . DATE I3IZO?� 3 INSPECTOR OF SOUIy�� TO WN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENT L REMARKS: �I( yiru ovs Sides � w✓ � vevu rnu . - lw� c,StrWlnC, L � DATE lW jae' INSPECTOR # # TOWN O so UTHOLD BUILDING DEPT. °`ycourmN�' 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: v Sv A" 60Lre&466A- DATE 8 INSPECTOR �' i i - IfIpC T7 AV I -- ......... 7Fi a. Y i L7 1-7 i t � t � S �J, e tretNocd 41 J r. .-• _ � ��w�Q� r F P 5 YI 11 �, A T � r - ' �` �y;+�� .ter �, is• ,+.�1' +�� rr�.3-S.Se�ti���: UZ •f a +c Iyti y .�^a"sC, 'jk` ` �� `t��r ,�?':iw, • '71 i It - kg' l�,k. nY ''� f Y�� r y �. •St a� .N�.' -'L ice. Yr Z.. ti,, l� .;yi'.r '-i�C a ✓- ( 1� �. � � ���,,, .���.. ka3,� �? r U.S. DEPAR'TMENT.OF;HOMELAN6 SECURITY Federal:E rgency,Management'Agency, OMf3`;No:.9660,0008 Ezpi�ation Date:November 30,,2022 National Flood Insurance Program, C`� T A' ®T /�Tc LOGY'��l:yI�:P•1�1.:CEf�"�_IF!C �Y 1'G _-•. _ _.,._-• . -- ......_ --- ._..,._.,_.. ...,. Fy; 'mporfant F- Page",9.,.. .,_ 1 ollow`the Copy;all pages;of this Elevafion.Certifcate,and'all attachments-for(1.);community o ciai,(2)-insurance a ent/com an and 3 aiuildi -' 9 f?:X. (.)_. ng owner. i PROPERTY INFQRMATION :.,',FOR"INSURANC_E'CO(VIPANYUSE, Al.`Building Ouv 'Name Policy Number: David,&KAir&h oran A2. Building Street Addr`es �ncWnd4Aot) nit;`Suite, n' rBldg:'No.)or P.O.:Route and Boz.N9' Company NAIL Number: - 405,FIeetwood Road . ' QST 7 n2� i City'' `. I , State ZIP ': Code ,cutciogue PufILD �� .New,=York 11935 A3."Property.D escription-(Lot and lock NumtSers;Tax'PacehNumbe�;legal Description", - . A4. =Building Use,(e.g:,Residential; NonResidential,Addition;`Accesso.',etc: Residential ry ) A5. Latitude/Longitude: Lat., :NAA dg.0,34:6",; Long.W�72;dg 28' 2.3 Horizontal Datum: NAD:1:927 x NAD 1 ❑ . ❑ 963 A6. Attach=at'least.2 :holo ra h$•of,th"--'- -7 ' if the Ce p 9., p, a i , rtificate'is being;used to otitain'flood'insurance. A7. Bullding'Diad am Numtier 8 A8..,.,or'a-building with a,,crawlspace_or enclosure(s)s a) Square_footage of cfarvlspace'or enclosure(s). 1959i00.`sp ft . 'b .Number= f" ;- _: .:.. :.,.:% _ ), o,permap-ent Hood openings in the crawlspace,or:enclo'sure(s)'iwithin 9.0 foot above adjacent•grade 10 c) Total net area of flood oppgiggs m A8.,b 1310:00 -sq.in d) Engineered_flood,openings? 0`-Yes 'No -a d'ng with`an attacfied garage: a) :Square.footage of;attacFied arae 909:00 s^ ft b).Numbe�;of pecrnanent flood openings.in'the attached. ara e:rq.in 1.0'foo 9. ..9 t above adjacent;grade 0 c) Total net.*6a of.•flood'.openings;n'.A9'.6 'sgIn , d)..4i0ineeredflood openings? ❑`Yes No SECTION B: FLOO,D.INSURANCE RATE,MAP;(FIRM `INFORMATION' ). B1 :NFIP Community Name&,Community Numl%r 62 Count Name ::. Y 63_• State' 3608'13 J Town of Southold a Suffolk New York B4. Map%Panel -B5.Suffix .B6::F:IRM'Index B7.,FIRM=Panel 138:'Flood -W. Base Flood Eleyation(s) Number. Date. Effective% Zone s - _O . (Zone'AO,use''Base Flood pepth)• 'Revised'Date 361,03001'64 H" 09=25=2009 09=25-2009 AE 6 131.0. Indicate the source.of_the Base Flood Elevation(.BFE)data or base flood depth eritered'in Item B9: ❑ FIS'P,rofile ❑x .FIRM : ❑ Community Determined, ❑'Other/Source: B1-1. Indicate elevation datum used for BFE in Item•B9: ❑,Nbvb 1929 x❑ NAV D 1988 ❑ Other/Source: 612: Is the building located in a Coastal Barrier Resources System(CBRS)area or otherwise Protected Area(PPA)? E]Yes ❑x No Designation Date: E] CBRS ❑ OPA FEMA Form 086-0-33(12/19) 'Repl6ces all previous editions. Form Page 1,of 6 /1 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE 'Building Street Address(including Apt., Unit, Suite,and/or'Bldg. No.)or P.O. Route and Box No. Policy NuMbe'r: 405 Fleetwood Road City State ZIP Code ^— Company NAIC Number Cutchogue New York 11935 SECTION C—BUILDING ELEVATION,INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building-is complete. C2. Elevations=Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items.C2.a—h below according to the building diagram specified in'Item A7. In Puerto-Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum:NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 4.8 feet ❑ meters b) Top of the next higher floor 10.1 ❑x -feet ❑ meters c) Bottom of the lowest horizontal structural,member(V.Zones only) N/A ❑ feet ❑meters d) Attached garage(top of slab) 9.1 ❑x feet ❑ meters e) Lowest elevation of-machinery or equipment servicing the building (Describe type of equipment and location in Comments) 9.4 ❑x feet meters f) Lowest adjacent(finished)grade next to building(LAG) 5.8 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.4 Z feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck-or stairs,including structural support 5.8 feet ❑ meters SECTION D.—SURVEYOR;.ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the.infonnation on this Certibcate represents ink besfiefforts to interpret the data available. /.understand that ank•false ;statement maybe punishable-by fine or imprisonment under 1'8 U.S. Code, Section 10.01. Were latitude and longitude in Section A provided by a licensed land surveyor? []Yes No ❑Check here if attachments. Certifiers Name License Number Howard W..Young 45893 OF N E Title W. O Land Surveyor PCO l'0, Company Name S . ' "i � Young&Young 9) � Address O .. . 400 Ostrander Avenue City State ZIP Code CgND SJ¢ Riverhead New York 11901 Signature Date Telephone Ext. 06-08-2022 (631)727-2303 Copy all pages of this Elevation Certific e and all atEftments for.(1)community official,(2)insurance agent/company,and(3)building owner., Comments.(including type of equipment and location, per C2(e), if applicable) C2e. Hot water heater FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration'Date: November 30;2022 IMPORTANT:In these spaces;copy the corresponding informationfrom.Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. 'Policy Number: 405 Fleetwood Road City -State ZIP Code Company NAIC Number Cutchogue New York 11935 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A,(WITHOUT BFE). -For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C.For-Items E1—E4, use natural glade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. . b) Top ofbottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached.garage(top of slab)is ❑feet .❑meters ❑above or'❑.below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is. _ ❑feet ❑meters ❑above or ❑below the_HAG. E5. Zone.AO only:'If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information ih Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION 'the property owner-or owner's authorized representative who completes'Sections A,-B,and'E for•Zone A(without•a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E'are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 r r ELEVATION CERTIFICATE OMB tid 1 ate:Nos Expiration Date:November 30,2022 IMPORTANT:In these spaces,'copy the corresponding information from Sectio_n A. FOR JNSURANCE'COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy.Number: 405-F1 kqWppd,_RQad,_ City State ZIP Code Company NAIC Number Cutchogue New York '11935 SECTION G-'COMMUNITY INFORMATION"(OPTIONAL') The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G.of this Elevation Certificate. Complete the applicable item(s)and sign-bel'ow. Check the measurement used in Items G8—G10,In Puerto Rico only,enter meters. G1. ❑ The information in Section-.0 was taken from other documentation that has been signed and sealed by.a licensed surveyor, engineer,or architect who is authorized by law to.certify elevation information. (Indicate the source and date of the elevation data in the Comments area,below.,) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BF E) or Zone.AO. G3. ❑ The following information(Items G4-1310)is provided for community floodplain management purposes. G4: Permit Number 135. Date Permit Issued G6: Date Certificate of Compliance/Occupancy Issued W. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement .G8. Elevation of as-built lowest floor(including basement) of the building:• ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum •1310. Community's.design flood elevation: ❑feet 0 meters •Datum Local Official's Name Title ' Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 i BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No, Policy Number: 405 Fleetwood Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. AVON I w Photo One -..r Photo One Caption Front Clear Photo One 'IMF-� A�. Lr t� F 2 h f R ^h Photo Two Photo Two Caption Rear Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No, Policy Number: 405 Fleetwood Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. l �Lta �r- �•�, Photo Three Photo Three Caption Left side Clear Photo Three �� -/'F �> •i � s sem„;, 1 2 �A .�-'-: 'n^ :- J'7f 4(�. �-•'ii l YID iR t .t•' .. -fes* f •4`:. � .9��J.M.Tt� r Photo Four Photo Four Caption Right side Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 405 Fleetwood Road,Cutchogue,NY 11935 Test Date 6115/2022 Building Permit M 46441 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solution [jE f I `�� 1 NATE ID# 187 East Main Streeto C T , I ICC ID# Huntington,NY-11743`1 7 022 y 'Jl BPI# 631-673-0664 E'.IILDINC'r�-,-- Building Envelope Tightness Volume Calculation : Check if.- Floor fFloor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space is` 2027 20270 ❑Sealed Attic 2nd 2867 27378 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 3054 arjdfn-cbqes areas w ere the ceiling height is less than 5 Total Volume 50702 CFM @50 pa 2416] Air changes/hr@50 12.86 Code Compliance: Pass Duct Tightness: Post Construction Tes -Total ILUt Leakage System-1: 1st Floor Duct Location Crawl Spac �. e Floor Area 2027 Leakage CFM @ 25pa 80 CFW100 ffZ CFA 3.95 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1038 Leakage CFM @ 25pa 31 CFM/100 fe CFA 2.99 Code Compliance: Pass System-3: 2nd Floor Bedrooms Duct Location Attic Floor Area U29 Leakage CFM @ 25pa 70 CFM/100 fl?CFA 3.83 Code Compliance: Pass All building envelope tightlness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as me ed by 2020 New York State Supplement,Section 4033.4. Signature: d Date: 6/15/2022 Christopher Silvia,Home Energy Solutions 4eLtVCJI Iv/ CHARLES M. THOMAS R.A., RLLC 206 LINCOLN STREET DEC A 0 2021 R I V E R H EA D, NY 1 1 90 1 BUILDING DEPT (5 1 6) 7 0 2-3 5 1 9 TOWN OF SOUTHOLD CDTH❑MAS63 @AOL.COM NOVEMBER 9, 2021 Building Department Town of Southold Re: Corcoran Residence 405 Fleetwood Road, Cutchogue, New York SCTN # 1000-137-04-15 Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence and can attest that the poured concrete foundation has been installed and conforms to my plans and specifications and the 2020 NYS Residential Code. This includes steel reinforcement (footings and walls), footing keyway and waterproofing. Thank you for your attention to this matter. Please contact me with any questions you have. allA tr y yours, D- Ali rl t rn F 4 M. THOMAS, R.A. �' 1 1 1COMMENTS, FOUNDATION -------------------------- .O PL UMBING INSULATION PER N.Y. STATE ENERGY CODE rl ®�k�:mra ADDITIONAL Clj�MEPITS WM ! lXX A o�OgUffD(�co TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1197170959, oy • o�F' Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov F_ eed .` For Office Use Only f IT i , < <( r PERMIT NO. Building Inspector: J j Applications and forms must be filled out in their entirety. Incomplete applications --- MAY 2 6 2021 ✓ will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. re�?B',1` Tb:1?`g, T'. IrC. APPLICATION f 0R.BUILDU G.P.ERMIT .,.- Date: rj 20121 OWNER(S) OF.PROPERTY: Name: K ane vlt Ra\1id COrGDYav, Tax Map#:SCTM#100 - oL4 - I1 YI 31 Physical Address: 1Jb5 Fif-&wpod -goad Lh0 e N Phone#: (51l B_0226 Email: KoveAcon rcov t,%.n4et Mailing Address: 5 SOUt" -pnVe al&V1,90 e- NY 11030 CONTACT PERSON: Name: ( ymc Mailing Address: po Bt)X 611 b Nil \ 1 q y1 Phone#: [���D) -(C)2_.�51(� Email: d, MtS 3 0 aq ICOf�I DESIGN PROFESSIONAL INFORMATION:-, Name: Cr ��C OWlGIS Mailing Address: TO Phone#: (5t6) 102 - 3'51q Email: c2d-ith a.5 103 0 CO. Cin CONTRACTOR_INFORMATION: / Name: Mailing Address: 'gyp 'Boy, I O L9 I '�,twvii-eoA N� ) I CID Phone#: b 31 3� 5 C�CJ Email: COY1� G�1Ve�V VY�fJ�a (�L(�V1 DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other \ $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No P. OPERTY..INFORMATION':..,.... Existing use of property: ipg+� C Intended use of property: � �5`� � Date of Purchase: Name of Former Owner: . pY pA-�)m i�aAco A2.)C- 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n e): G Authorized Agent ❑Owner Signature of Applicant: Date: Z .Z Z STATE OF NEW YORK) SS: COUNTY OF ) Aw,( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe (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 day of 1 ► U' , 20AI tN]k No a n urph Icello otary Public State of New York County of Suffolk PROPERTY OWNER AUTHORIZATION REG#07M1-16090 (Where the applicant is not the owner) ExpinsApril 14,20 I, ay en corcO�a Y� residing at go� FWe� OOG� ���ChC�► + CjU��(X�jU� 0 do hereby authorize G V UCIK 13cl "M to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/ ,Lyt (�Co r4lt-- 2— Owner's Signature Date , fffkM COPCIQ)qPJ Print Owner's Name Y� vy c� CD�C0�14A� , - R. OF SOUTHOLD-TOW .�%USTFES SOUTHOLD,�W�,Y,:� i. I� t1�JI '1�TOr97$:b DATE: .DECEIVIBER 21.2 7 . . s 020 ISSUED t0i DAVID..J.CORCORAN&DA3VM_C0RC0RAN P 'ADDRUSS:'45 FLEEfiW0113'ttOAD:;CIJT1vO:GiJE} t 1100.0-1'37-4-15&rgr7,3 1 :'D.,1.3N .D p• :1 .>ii;.l" ':rJ.Y:- a1. _ iS'i> •. r Pursuant to .the provisions-of Chapter 275 of the -&v i Code of the Town of Sotithold and accordance with the,Resolution of.the Board of Trustees adopted at the meeting held on December 21,2020.! and in�Cou$defiat on`of a}jilicgtion fee in the sum of l 6.-,Y 0`Paid by`DIgvid.3:tCorcoran.&•R7 vid-dbrcoran.and= sii6jdct ti. he`1' s ariiioiiditons as stated_.in:f}ie.Jtesoli}tioii, the:$gut}iold Town pard of Trustees. althortzes anal pts the follovi} : .. =A e r: 3'Z' tla.0 Permit to. le ola h;;e tsti g Q �-story f'r pm Y.f1)ipklyagle,gar.ape, yngd decks,breezeway, and putdoor slower;construct a new 2j861sg.ft.two-story.dw0lling and garage With S2sq.ft.front i h porand a 902sq ft:seaw' side wood.deck;abandon exist1ug sanitary system a>ad install hew UA Ow" wilh leu..,np;alleys type sanit;�ry ystem;and to in$tall.�pr pctaed gerviolts�driveway.:that will t a.•*3 1 ri 3,. cnosisoabir'ox�mately 3$cubic yards of gravel offer;anrira3t 2�b7s, ;ft;est,�ball�a#. ,prpgtually w ait?a 15'tion turf buffer landward of the wetlaAd JffiV-'�Y14!a iion�djs, tbairc,,e,atea.s-a vsrd of the rvetan�l dine;with.the condltaQ►t that n9.trees ire to be totieiied iiI the rear yard without.a Trustee tetter +,� 5• i . uwl asy asinti�ns`thaf=occur to file Tig► of way on't a{astern�lti :a�re'ta�eQi= firf by nature; der, st `,41,# e;airs� it prepared by Thomas C'Molp4 ?-* e4 aved o»: ece ber 8,2020 and St�, :Q(t��0�P�l�« f~`��Ill��kf��11.�Q'�i0• �i - `t.;` .. •�ft; IN WITNESS WH;EREOE,the said Board of Trustees hereby causes its Corporate Seal tobeaffixed,and these prese xo.by crib o 0 \ ,y ;re b nib. Tity:of:the sitid Board as'of the 2l�t day of ecember,2020. re Greg Williams AbWt 1� 6 Glenn Goldsmith,President ®�.*®� S®U6r�® Town Hall Annex � 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly ® C—r-- Telephone(631) 765-1892 Elizabeth Peeples �COUNTY,� ® 1C I[ OEC 0 6 272 ED ., BOARD OF TOWN TRUSTEES BOILDMOE'T TOWN OF SOUTHOLDlnffeltl1_ if� CERTIFICATE OF COMPLIANCE # 1981C Date: November 5, 2022 THIS CERTIFIES that the demolition of existing one-story frame dwelling frame garages wood decks, breezeway, and outdoor shower-, construct a new 2,861 sq ft two-story dwelling and garage with a 252sq ft front porch and a 902sq ft seaward side wood deck,• abandon existingsanitM system and install new I/A OWTS with leaching galleys type sanitary system; and to install a proposed pervious driveway that will consist of approximately 38 cubic yards of gravel over an area of 2,027sq.ft; establish and perpetually maintain a 15' non turf buffer landward of the wetland line; and a non-disturbance area seaward of the wetland line; with the condition that no trees are to be touched in the rear yard without a Trustee letter as well as any plantings that occur in the right-of-way on the eastern side are to be non-turf by nature; At 405 Fleetwood Road, Cutchogue Suffolk County Tax Map#1000-137-4-15 & 37.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 4, 2020 pursuant to which Trustees Wetland Permit#9780 Dated December 21, 2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing one-story frame dwelling, frame garage, wood decks breezeway, and outdoor shower-, construct a new 2 861sq.ft. two-story dwelling and garage with a 252sq_ft front porch and a 902sq ft seaward side wood deck; abandon existingsanitary system and install new I/A OWTS with leaching galleys type sanitaa system; and to install a proposed pervious driveway that will consist of approximately 38 cubica�rds of gravel over an area of 2 027sq.ft; establish and perpetually maintain a 15' non turf buffer landward of the wetland line; and a non-disturbance area seaward of the wetland line; with the condition that no trees are to be touched in the rear yard without a Trustee letter as well as any plantings that occur in the right-of-way on the eastern side are to be non-turf by nature. The certificate is issued to David J. Corcoran & David Corcoran owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1473843412 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID J CORCORAN CORCORAN PROPERTY 5 SOUTH DR 405 FLEETWOOD RDl1000-137-4-15&37.3 PLANDO.E,NY 11030 CUTCHOGUE,NY 11935 (516)627-3812 Facility Application,Contact: YONG, YOLIIIG_ 400 OSTRANDERAVE. . PMRHEAD,NY l l>901 (63 1)727-2303 Facili. Location: in•SOUTHOLD.in SUFFOLK COUNTY ty .. Facility Principal Reference Point::NYTM.E: 712.98 NYTM-N: 4542.91 Latitude: 41°00'34:5" Longitude: 72028102.4" Project Location; 405 Fleetwood Rd,Ciitcl ogue;NY Watercourse:Eugene Creek Authorized Activity: Demolish existing dwelling,garage,and decking.Construct a new dwelling with attached garage and decking. Remove existing stone.and earth driveway and install new gravel driveway.Abandon or remove existing sanitary system and install new Innovative/Alternative Onsite Wastewater Treatment System(UA OWTS).Add approximately 254 cubic yards of fill and regrade in conjuction with the installation of the new I/A OWTS and construction of the dwelling.Install new boulder retaining wall and.replace existing wood retaining wall with a boulder retaining wall.Establish 15'wide non-turf area landward of tidal wetlands boundary.All authorized activities,shall be done in strict conformance with the attached plans stamped"NYSDEE Approved"on 4/15/2021.(TSK) Permit Authorizations Tidal Wetlands.-Under Article 25 Permit ID 1-4738-03412/00004 New Permit Effective Date:4/15/2021 Expiration Date:4/14/2026 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03412 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI LAICHER,Deputy Permit Administrator Address: NYSDEC Regions 1.Headquarters SUNY @.Stony B:rookf 50'Circle Rd Stony r k,NY"i 1790 3.409 Authorized Signature: Date J l 15)7�D 1 Distribution List YOUNG-&YOUNG Bureau of Marine`Habitat'Protection : THOMAS S.KOHL,MANN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits:.TIDAL.WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Young&Young,last revised 3/12/2021. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and,adequately protected from the weather. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03412 4. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction oft his project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials;and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body;wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials,shall be y conf ned within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Clean Fill Only All,fill shall consist of clean sand, gravel,or soil(not asphalt, slag,flyash;broken concrete,or demolition debris): 10. Backfilling All.peripheral berms,cofferdams,rock revetments,seawalls,gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 11..Install,Maintain Erosion Controls Necessary erosion control measures,i.e.,straw bales,silt fencing,etc.,are to be placed on the downslope edge of any disturbed area. This sediment'barrier.is to be put in.place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS)Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County.Department of Health Services(SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model.The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03412 15. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS) permit issued for the system. 16. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48'lours shall be contained by a continuous line of staked haybales/silt curtains (or other.NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved.methods. 17. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has-been stabilized. 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of.the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused.thereby without expense to the State,and if,upon the expiration or revocation of.this permit,the structure;_fill; excavation,or other modification of the watercourse hereby authorized shall not be completed;the owners, shall,without expense to the State,and to such extent and.in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and'restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation ofthis permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal•Or.alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall betaken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents, lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03412 GENERAL CONDITIONS -Apply to ALL Authorized Permits: 1. Facility Inspection by The'Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA-401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the Permit`area when requested b'y-the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a.Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order Or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or,determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permitrenewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region:l°Headquarters SUNY @ Stony Brookl50 Circle Rd Stony.Bro04)I4Y1090-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. S. Permit Modirications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting-papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 14738-03412 d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A:Permittee Accepts Legal'Responsibility and Agrees to Indemnification The permittee,excepting"state*o federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and:agents("DEC")for all claims,.suits,actions,and damages,to the extent attributable to the permitfee's acts or omissions.in coririection with.the pennittee's undertaking of activities in connection. with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the.permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or.state iavirs. Item 11t.-Permit-tees Contractors'to Comply-with Permit The permittee is responsible'for informing its independent contractors,employees,agents and assigns of their responsibility to comply with.this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for thepermittee. Item.C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- way that may be required.to carry out:the activities that are authorized by this permit. Item D: No Right to Trespass or.Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 �o��g11FF01�coGy _ BUILDING DEPARTMENT Electrical Inspector H x TOWN OF SOUTHOLD :1 • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # J� 3-2— Date �4-tG;� /� 2021 Customer Name Electrician Name -fZ,,cu Lai tete_ Address 4O< Phone ( .17:6—Zit e-mail e-mail 75-F <(PZ &W1411—,cOnq Phone License# /— 046 Size '4Gy A Phase Overhead Underground D'1 #of Meters / Remarks #of Underground Laterals 1 2) New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is validfo 90 d s f ate above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrl7a outholdtownny.gov — seandl;�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/9/21 Company Name: B.F.E—Inc.-(Ben Franklin Electrical) - Name: Andrew J Kraveski License No.: email: a gmai .com Phone No: 631-878-2544iFQre uest ani email copy of Certificate of Compliance Add ress. VU box 1294 Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Corcoran Address: 405 Fleetwood. rd Cutchogue Cross Street: +++++++++++++ Phone No.: +++++++++++++ _BIdg.Per i27Cii-L4%6441 - --email: e _ _ gmal .com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly)�Demo and new�D�we►;hing Check All That Apply: Is job ready for inspection?: ❑YES 0 ❑Rough ln ❑Final Do you need a Temp Certificate?: FROES ❑NO Issued Onelr atj, td 1-15- 2( fil � cl aMicilr? (All information re uired) Service SPh [:]3 Ph Sia 04►) ae I✓l A # Meters 1 Old Meter# 9910n,ervice ❑ Service Reconnect0 .ground ❑Overhead # Underground Laterals ❑1 Z2 ❑✓ H Frame ❑Pole Work done on Service? ✓❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx 1 W tfFjj BUILDING DEPARTMENT-Electrical Inspector ' TOWN OF SOUTHOLD Town Hall Annex'-.54375 Main Road- PO Box.1179, Southold, New York.11971-0959 p` ' `.Teldpfi'one'.(63.1.) 765,=1'80Z— FAX:(631) 765-9502. rogerr _s outholdtownhy.gov�'seandCa�southoldtowr ny._ ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:: 7/9/21 . Company Name:-B-.FE-Inc.-(Ben-Franklin Electrical) - Name: Andrew J . raveski ! ' P.w -42T License No.: email:' e gmai .com Phone No: 631-878-2544 ❑� -request an email copy of Certificate>of Compliance. Address.: ox Center oric es , JOB SITE INFORMATION (All Information Required) 'Name: Corcoran. Address: 405 Fleetwood. r utchogue Cross Street: +++++++++++++ Phone No.: +++.++++++++++ - Vggma1 Bldge -..gom.._ _ `Tax Map District: 1.000 Section: Block: Lot: . BRIEF DESCRIPTION OF WOR Please Print Clearly) Demo:arr>`i..rrew:Qwelling=" Check All That Apply: . Is job ready for inspection?','., ._- DYES &; NO ❑Rough In� � _]Final Do you need a Temp Certificate?: YES ❑NO Issued 060Y)I� 145- 2 Tem—li tnformation: (All information required):' Service Size.,01 Ph ❑3 Ph Size, 300 A # Meters 1 Old Meter# zL ew Service ❑ Service Reconnect R Underground ❑Overhead #Underground Laterals ❑1 Z2 QH Frame ❑Pole Work done on Service? ✓❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx y G�V . 1 PERMIT# Add ss Switches 'I I� 1 � Outlets ( r -� "j G F I's 1 � • Surface Sconces H H's UC Lis _ 'Fans ;. »_ ... .. .- . . Fridge I -. �. •,��� . _.. ..v.. . _.: .HW, .... .. . ..... .. ...._ Exhaust Oven .: . VV/D' .:. ` Smokes .. DW Mini. { Carbon .. =f1�1"icrQ ,Generat Comt d. -..,_.... _ .. 'Co'oktop _... ...:..T.,r6hgfer. AC- .I, _ AH- Hood`; Service . Amps -'Have:. `Ued-< .Special:_.: 01 _ - �.:...... _ Comments: G C.e- 'v i CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (516) 702-3519 r5 ODTHOMAS63 @AOL.COM Il E OCT 0 7 2022 SEPTEMBER 30, 2022 Building Department P.;ILDIN --- Town of Southold Re: Corcoran Residence 405 Fleetwood Road, Cutchogue, New York SCTN # 1000-137-04-15 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence on a weekly basis during construction. I can attest that I have completed the following inspections and all elements have been installed/constructed in a manner than conforms to my plans and specifications and the 2020 NYS Residential Code: • Footing Reinforcement • Footing keyway with foundation wall reinforcement • Foundation wall prior to backfill • Foundation damp proofing • Framing, strapping and plumbing • Underground plumbing • Perimeter Insulation • Insulation and Caulking • Fuel burning heating appliances, chimney, flues and vents Thank you for your attention to this matter. Please contact me with any questions you have. f yy�-v/ygrpsi• ®e tlP�ll A Very tr ours, w EJ tt HARLES M. OMAS, R.A., Dwyer, Nancy From: Dwyer, Nancy Sent: Friday,June 11, 2021 3:45 PM To: Icdthomas63@aol.com' Subject: 405 Fleetwood Chuck, Just a follow up to our phone conversation earlier so we are all on the same page. Please prepare a site plan for parcel 137-4-15 only,which will be your building parcel. Indicate proposed structure, building envelope, setbacks, lot coverage, etc. and provided all are conforming to zoning requirements, I can issue the permit for the main parcel. What we will need you to do is record the merger with Real Property office, and follow up with Assessors. At the point of us requiring a foundation location survey after the build is underway,we are going to request that survey reflect the new tax map number, inclusive of both lots, merged. From there it will be your(the property owner's) responsibility to amend all other permits(Trustees, DEC, Health Department)to reflect the new tax map number as well. We are going to require copies of all updated, amended permits filed to our office prior to the issuance of a certificate of occupancy for the new home... this also means your final green stamp from the HD will need to be the new tax map. If you have any questions or concerns, please give us a call. Thanks, Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 6 / 405 Fleetwood Page 1 of 1 From: nancyd@southoldtownny.gov, To: cdthomas63@aol.com, Subject: 405 Fleetwood Date: Fri, Jun 11,2021 3:44 pm Chuck, Just a follow up to our phone conversation earlier so we are all on the same page. Please prepare a site plan for parcel 137-4-15 only, which will be your building parcel. Indicate proposed structure, building envelope, setbacks, lot coverage, etc. and provided all are conforming to zoning requirements, I can issue the permit for the main parcel. What we will need you to do is record the merger with Real Property office, and follow up with Assessors. At the point of us requiring a foundation location survey after the build is underway, we are going to request that survey reflect the new tax map number, inclusive of both lots,merged. From there it will be your(the property owner's)responsibility to amend all other permits (Trustees, DEC, Health Department) to reflect the new tax map number as well. We are going to require copies of all updated, amended permits filed to our office prior to the issuance of a certificate of occupancy for the new home... this also means your final green stamp from the HD will need to be the new tax map. If you have any questions or concerns,please give us a call. Thanks, Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 https://mail.aol.com/webmail-std/en-us/PrintMessage 6/14/2021 Dwyer, Nancy From: Dwyer, Nancy Sent: Friday,June 11, 2021 3:54 PM To: cdthomas63@aol.com' Chuck, I should also mention that Mike did speak to Health Department, since its typically so out of the ordinary that they'd issue approval on a site plan which has 2 tax map numbers indicated on it. While they did give the go ahead,and agreed we can issue a building permit,they did also say the merger needs to be addressed, and they will be making note in their file that an update/amendment will be needed before the homeowner files the final survey with their office for green stamp approval. ✓Jany Dzvyel- Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 Dwyer, Nancy From: Olsen Law <olsenlaw@olsenllp.com> Sent: Friday,April 29, 2022 3:46 PM To: Dwyer, Nancy Cc: karencorcoran@optonline.net Subject: FW:Title issue RH05303593 Corcoran Attachments: RH05303593_Deed Chains.pdf; 20220429_006.pdf Nancy—I represented David Corcoran and David J. Corcoran in 2005 when they purchased SCTM 1000-137-4-37.1 and 37.2 (now 37.3)from Nicholas Piccininni. The property was purchased for consideration and is insured by a title insurance policy. There were some subsequent intra-family deeds and the property is now owned by David Corcoran and Karen Corcoran. David and Karen also own parcel 1000-137-4-15 which is the adjoining lot to 37.3. 1 understand that David and Karen have been asked to merge their two properties as part of their building project. They have provided me with the attached e-mail from you dated 4/22/22. Please see below from the title company outlining the history and please confirm that this resolves your concern and that you can proceed with the merger of 137-4-15 and 137-4-37.3. Thanks! - David From:Goleski,Sandra [mailto:SGoleski@fnf.com] Sent: Friday,April 29, 2022 3:22 PM To:Olsen Law<olsenlaw@olsenllp.com> Cc: DeFrese, Rob<RDeFrese@fnf.com>; Zeikowitz,Steven <szeikowitz@fnf.com> Subject: RE:Title issue RHO5303593 Corcoran This message was sent securely using Zix- Sorry,just realized I forgot to send you copies of the Deeds that I referred to below. Have a great weekend. Best regards, Sa4idraj. AVP Fidelity National Title Ins. Chicago Title Ins. 24 Commerce Drive Riverhead,NY 11901 631-727-0600 Direct 631-574-2302 From: Goleski,Sandra Sent: Friday,April 29, 2022 3:19 PM To:Olsen Law<olsenlaw@olsenllp.com> Cc: DeFrese, Rob<RDeFrese@fnf.com>; Zeikowitz, Steven<szeikowitz@fnf.com> Subject: RE:Title issue RHO5303593 Corcoran David, I reviewed the chains of title for TM#1000-137.00-04.00-037.003 (formerly 037.001 and 037.002)and for 1000-137.00- 04.00-017.001 as follows: Liber 9365 cp 405 Philip J.Ofrias,Jr. and Sharyn Ofrias,his wife Dated: 5/27/1983 To 1 Rec'd: 5/27/1983 Robert A. Stevenot (This deed covers all of Tax Map No. 1000-137.00-04.00-017.00a and the 13 foot strip of Tax Map No. 1000-137.00- 04.00-p/o037.003 (formerly 037.002)) Liber 9938 cp 243 Robert A. Stevenot Dated: 7/29/1983 To Rec'd: 8/01/1983 Nunzio Reale and Stephanie Reale,his wife (This deed covers all of Tax Map No. 1000-137.00-04.00-017.00a and the 13 foot strip of Tax Map No. 1000-137.00- 04.00-p/o037.003 (formerly 037.002)) This is where the chains for 017.001 and p/o 037.003 (formerly 037.002)separate: TM#1000-137.00-04.00-037.002 (now part of 037.003): Liber 10585 cp 62 Jean H. Tuthill, as the County Treasurer of the County of Suffolk Dated: 4/19/1988 To Rec'd: 4/19/1988 County of Suffolk (Premises&more) Sale of 1985/86 taxes, assessed to: Ofrais, Sharyn Liber 11754 cp 042 County of Suffolk Dated: 12/07/1995 To Rec'd: 12/12/1995 Nicholas Piccininni (Premises&more) Liber 12405 cp 698 Nicholas Piccininni Dated: 8/11/2005 To Rec'd: 8/25/2005 David Corcoran and David J. Corcoran, as joint tenants with right of survivorship (Premises&more) Liber 13105 cp 897 David Corcoran and David J. Corcoran Dated: 2/19/2021 To Rec'd: 5/25/2021 David Corcoran and Karen Corcoran,his wife TM#1000-137.00-04.00-017.001 Liber 12562 cp 616 Nunzio Reale and Stephanie Reale,husband and wife Dated: 8/20/2008 To Rec'd: 8/22/2008 Michael F.LoGrande and Colleen M.LoGrande,husband and wife (Lots 1 and 2 only) Liber 13060 cp 793 Michael F.LoGrande and Colleen M.LoGrande Dated: 5/21/2020 To Rec'd: 6/11/2020 LoGrande Living Trust dated March 11,2020 It appears that the 2 properties were separated when Sharyn Ofrias conveyed to Nunzio and Stephanie Reale, although the deed into the"Reale's"included the strip that was 37.2,the taxes for that tax year of the transfer of the property went unpaid on 37.2 and therefore was severed from the ownership 6f the"Reale"chain of 017.001. The County deed for the unpaid taxes and conveyance to another party(not the Reale's)would have negated the merger of the 2 lots in 1988. They need to look past that 1 deed, into the more recent history as the Reale/LoGrande parcel no longer has an interest in the parcel that had been 37.2 based on the title chain. 2 Best regards, San ctra,J. (501e4 c ,, AVP Fidelity National Title Ins. Chicago Title Ins. 24 Commerce Drive Riverhead,NY 11901 631-727-0600 Direct 631-574-2302 3 5)cZIa�ea-d Co 114e, �.- 37 ��� �St AM Fq,C FirstAmerican ride A ril 19 2022 Town of Southold PR P.O. Box 1409 'rp 1 Southold, NY 11971 wNOFsa�,�oCc RE: Title No: PAC-4486 Owners: David Corcoran and Karen Corcoran Premises: 405 Fleetwood Road, Cutchogue, NY aka 1000-137.00-04.00-015.000 AND 525 Fleetwood Road, Cutchogue, NY aka 1000-137.00-04.00-037.003 Dear Sir or Madam: Please be advised that PECONIC ABSTRACT, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc: PECONIC ABSTRACT, INC. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369=0222 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 - FAX 212.922.0881 www.firstamny.com t Title No. PAC-4486 VARIANCE SEARCH JOANN SPAN BURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT. SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 4/1/2022 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 4/23/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES ASA BASIS THERETOFORE THE INFORMATION SET` FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $-2 0.5WQN FOR ANY REASON. AU ED:�-4}/�1�9/2022� SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 1 qthDAY OF AP L, 2022 r BY: (4i el d kA NOTWY PUBIffC JOANN SPANBURGH-WASKI, PRESIDENT Isabelle Jennings NotaPublic, State of New Notary Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4486 Subject Premises #1: 1000-137.00-04.00-015.000 William C. Hamm Dated: 5/24/1950 TO Rec'd: 6/15/1950 Frederick Falconer and Dorothea Jane Falconer Liber 3087 cp 595 Dorothea Jane Falconer Dated: 6/30/2004 TO Rec'd: 7/9/2004 D.avid'yJ Corcoran a`nd DavdC.orcoran; asmJoint�Tenants'-with` Liber 12329 cp 909 ER hts-sofMSurvi orship Dau d'J:?C_orcora Dated: 2/19/2021 TO Rec'd: 5/25/2021 _.�:. :.tri c.�Cc�l....:., % ._ -•,T7`.,.:pcc;.:};;<t_.:P•T-:"_r,'. .N_.�.%�•e' iDav,i'd>=Cgrcoran`and=Karen=Corcora'n-lis'wife Liber 13105 cp 897 Y LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19' day of April, 2022 by: �Aa/uvu letA U IAA Notary Public Joann Span burg h-Waski, President Isabelle Jennings Notary Public,State of New York Reg. No. 01JE6430475 Qualified in Suffolk County. Commission Expires March 14, 2026 1 , 1 3 ' Title No. PAC-4486 Northeast of Subject Premises: 1000-137.00-04.00-037.003 Roy V. Sullivan and Sydney Sullivan, executor of Last Will and Dated: 7/12/1941 Testament of Jennie Gracy Rec'd: 8/5/1941 TO Liber 2179 cp 108 George B. Clary George B. Clary Dated: 5/6/1959 TO Rec'd: 5/20/1959 Philips J. Ofrias and Bessie B. Ofrias, as tenants by the entirety Liber 4628 cp 291 Philip J. Ofrias, surviving spouse of Bessie B. Ofrias Dated: 8/19/1969 TO Rec'd: 8/20/1969 Philip J. Ofrias, Jr. and Sharyn Ofrias Liber 6608 cp 230 Philip J. Ofrias, Jr. and Sharyn Ofrias Dated: 5/27/1983 TO Rec'd: 5/27/1983 Robert A. Stevenot Liber 9365 cp 405 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 AILby: L�- /ISL lig Notary Public Joann Spanburgh-VWaski, Isabelle Jennings President Notary Puic, ate of New York Reg. Qualified in es Ma ch 14,2026 Commission Exp , Title No. PAC-4486 Northeast of Subject Premises: 1000-137.00-04.00-037.003 Continued... Robert A..Stevenot Dated: 7/29/1983 TO Rec'd: 8/1/1983 Sharyn Ofrias Liber 9397 cp 421 Sharyn Ofrias Dated: 12/6/1985 TO Rec'd: 12/17/1985 Nunzio Reale and Stephanie Reale, his wife Liber 9938 cp 243 Jean H. Tuthill Dated: 4/19/1988 TO Rec'd: 4/19/1988 County of Suffolk Liber 10585 cp 62 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 4, by: Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public,State of New York Reg.No.01JE6430475 Qualified in Suffolk�h1 Commission Expires 4 2026 . Title No. PAC-4486 Northeast of Subject Premises: 1000-137.00-04.00-037.003 Continued... County of Suffolk Dated: 12/7/1995 TO Rec'd: 12/12/1995 Nicholas Piccininni Liber 11754 cp 42 Nicholas Piccininni Dated: 8/11/2005 TO Rec'd: 8/25/2005 DavidrtCorcoran.;and„David''J,x:Gorcorari;:=as`Jgint:;Tenantshwith Liber 12405 cp 698 %Rigrits�of��S`urvivorslip P. p:avid:J -Cor-cor:--"a_n Dated: 2/19/2021 TO Rec'd: 5/25/2021 7T Liber u(,v Coreoran:ar d Karen<Goreoran Liber 13105 cp 897 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 by: Notary Public Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, State of New York. Reg. No.01JE6430475 Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4486 South of Subject Premises: Fleetwood Road LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 00, by: 2"Azy(- Notary Public '(/ Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 Title No. PAC-4486 West of Subject Premises: 1000-137.00-04.00-014.001 Nova Realty Corp. Dated: 8/10/1940 TO Rec'd: 9/6/1940 George Miller and Mae Miller Liber 2120 cp 235 George Miller and Mae Miller Dated: 4/15/1944 TO Rec'd: 5/1/1944 Hedwig-Grafing Liber 2355 cp 161 Peter Kujawski and Hedwig Kujawski Dated: 7/28/1949 TO Rec'd: 8/3/1949 Neal A. McCarroll and Eileen E. McCarroll Liber 2977 cp 163 Neal A. McCarroll and Eileen E. McCarroll Dated: 10/17/1966 TO Rec'd: 10/18/1966 Minna Volkens Liber 6053 cp 30 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 qi"AA— by: �. 1/y�-- W 04 6 Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg.No: 01JE6430475 Qualified in Suffolk County Commission Expires March Title No. PAC-4486 West of Subject Premises: 1000-137.00-04.00-014.001 Continued... Peter D. Volkens, as executor of the Estate of Minna Volkens Dated: 11/1/1974 TO Rec'd: 11/17/1974 Peter D. Volkens Liber 7750 cp 67 Peter D. Volkens Dated: 5/12/1975 TO Rec'd: 8/5/1975 Frederick Falconer and Dorothea J. Falconer Liber 7886 cp 23 Dorothea Falconer, as surviving tenant Dated: 9/11/1984 TO Rec'd: 9/80/1984 Frederick Falconer, Jr. and Margaret Falconer Liber 9645 cp 37 Frederick Falconer, Jr. and Margaret Falconer Dated: 6/13/2007 TO Rec'd: 6/22/2007 Evan Giniger and Gerry Walsh Liber 12510 cp 613 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 ^ by. 0 0 k� A Notary Public Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, state of New York Reg.No.01JE6430475 Qualified in ses�a ch 14,2026 Commission Exp Title No. PAC-4486 West of Subject Premises: 1000-137.00-04.00-014.001 Continued... Gerry Walsh Dated: 8/8/2011 TO Rec'd: 9/14/2011 Evan Giniger Liber 12671 cp 296 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 by. Notary Publi Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4486 Subject Premises #2: 1000-137.00-04.00-037.003 Roy V. Sullivan and Sydney Sullivan, executor of Last Will and Dated: 7/12/1941 Testament bf Jennie Gracy Rec'd: 8/5/1941 TO Liber 2179 cp 108 George B. Clary George B. Clary Dated: 5/6/1959 TO Rec'd: 5/20/1959 Philips J. Ofrias and Bessie B. Ofrias, as tenants by the entirety Liber 4628 cp 291 Philip J. Ofrias, surviving spouse of Bessie B. Ofrias Dated: 8/19/1969 TO Rec'd: 8/20/1969 Philip J. Ofrias, Jr. and Sharyn Ofrias Liber 6608 cp 230 Philip J. Ofrias, Jr. and Sharyn Ofrias Dated: 5/27/1983 TO Rec'd: 5/27/1983 Robert A. Stevenot Liber 9365 cp 405 Continued... . Sworn to before me this PECONIC ABSTRACT, INC. 191h day of.April, 2022 Notary Public Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, State Reg. o Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4486 Subject Premises #2: 1000-137.00-04.00-037.003 Continued... Robert A. Stevenot Dated: 7/29/1983 TO Rec'd: 8/1/1983 Sharyn Ofrias Liber 9397 cp 421 CS-—ha r-yn-0f as- CDated.1-4-2/6/1:9.8.5� TO CRec'd'12/1=7•/1°985: Nunzio-Reale-and-Stephanie Reale,..h�is wife Liber 9938 cp 243 Jean H. Tuthill Dated: 4/19/1988 TO Rec'd: 4/19/1988 County of Suffolk Liber 10585 cp 62 Continued... Sworn to before me this PECONIC ABSTRACT, INC. r 19th day of April, 2022 by: I ' Q Notary Public Joann Span burgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified.in Suffolk County Commission Expires March 14, 2026 Title No. PAC-4486 Subject Premises #2: 1000-137.00-04.00-037.003 Continued... County of Suffolk Dated: 12/7/1995 TO Rec'd: 12/12/1995 Nicholas Piccininni Liber 11754 cp 42 Nicholas Piccininni Dated: 8/11/2005 TO Rec'd: 8/25/2005 David Corcoran-aod David.J. Corcoran;::as Joint-Tenants with:, Liber 12405 cp 698 - - -� Rights of Survivorship .-David J. Corcoran:: Dated: 2/19/2021 TO Rec'd: 5/25/2021 David Corcoran and Karen--Corcoran, his_wife Liber 13105 cp 897 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 Notary Public Joann Spanburgh-Waski, President Isabelle.Jennings Notary Public, State of New York Reg. No.01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 Title No. PAC-4486 North of Subject Premises: East Creak (aka Eugene's Creek) LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 022 by: L Notary Public(/ Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 i Title No. PAC-4486 South of Subject Premises: Fleetwood Road LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19t" day of April, 2022 ` wad by: Notary Publi Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg.No.01 JE6430475 Qualified in es March 14,2026 Commission Exp Title No. PAC-4486 East of Subject Premises: 1000-137.00-04.00-017.001 Roy V. Sullivan and Sydney Sullivan, executors of Last Will and Dated: 7/12/1941 Testament of Jennie Gracy Rec'd: 8/5/1941 TO Liber 2179 cp 108 George B. Clary George B. Clary Dated: 5/6/1959 TO Rec'd: 5/20/1959 Philips J. Ofrias and Bessie B. Ofrias, as tenants by the entirety Liber 4628 cp 291 Philip J. Ofrias, surviving spouse of Bessie B. Ofrias Dated: 8/19/1969 TO Rec'd: 8/20/1969 Philip J. Ofrias, Jr. and Sharyn Ofrias Liber 6608 cp 230 Philip J. Ofrias,-Jr. and Sharyn Ofrias Dated: 5/27/1983 TO Rec'd: 5/27/1983 Robert A. Stevenot Liber 9365 cp 405 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 19th day of April, 2022 by:.- e4y' Notary Public(/ Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 Title No. PAC-4486 East of Subject Premises: 1000-137.00-04.00-017.001 Continued... Robert A. Stevenot Dated: 7/29/1983 TO Rec'd: 8/1/1983 Sharyn Ofrias Liber 9397 cp 421 Sharyn-Ofrias, Dated: 12/6/1985 TO a.RRec'dv1;2/17V/1985 Kunzio!*Re_al'e-an' Liber 9938 cp 243 Nunzio Reale and Stephanie Reale, his wife Dated: 8/20/2008 TO Rec'd: 8/22/2008 Michael F. LoGrande and Colleen M. LoGrande Liber 12562 cp 616 Michael F. LoGrande and Colleen M. LoGrande Dated: 5/21/2020 TO Rec'd: 6/11/2020 LoGrande Living Trust Liber 13060 cp 793 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19t" day of April, 2022 by: � � 6k) �! Notary Public Joann Spanburgh-Waski, Isabelle Jennings President Notary No' tate of New Y 01JE6430475 ork Reg.g. Qualified in es Ma ch 14,202 County6 - Commission Exp' Y • Title No. PAC-4486 West of Subject Premises: 1000-137.00-04.00-015.000 William C. Hamm Dated: 5/24/1950 TO Rec'd: 6/15/1950 Frederick Falconer and Dorothea Jane Falconer Liber 3087 cp 595 Dorothea Jane Falconer Dated: 6/30/2004 TO Rec'd: 7/9/2004 David J. Corcoran and David Corcoran, as Joint Tenants with Liber-12329 cp 909 Rights of Survivorship David J. Corcoran Dated: 2/19/2021 TO Rec'd: 5/25/2021 David Corcoran and Karen Corcoran, his wife. Liber 13105 cp 897 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 19' day of April, 2022 I , q4olu'� by. Notary Public Joann Span burg h-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 PF3D (7173),51antlaid N.Y.B.T-$..kdim 1#007 Itargulri'snit Sale Decd, witliC6i&.ant agaibsi Grantor's Acts•Individaad or Corporation CWS LT YOI1R LAktlYER BEFORE SIGNING THjS,IEISTRIIM�T•!-TH15:iNSTIIUMOT SROULD.BE t95EIY BY s`a� Ra�EF1Y: T'HIS*INDENTURE,made the day of July ,nineteen hundred and 83 BETWEEN Robert A. Stevenot.residing at Jacobs Lane, 4guebogue, �Tew York 11931 C€STRlCT SECT1614 BLOCK i _ LCA 0. District ® 12 ,T 1000 party of fust art,and ! p tY p. Sharyn Otrias residing at Arshamomacrue Island, Southold, New- York 11971 section - R� ift 137,00 $...... e.:...m ! REAL ESTA� AUG 1LOM I Block TRANSFER T j 04p0UFFQM party of the second part, �JD WITNESSETH,_that the..party of the.first part,in consideration of Lot. ($10.00Aollais,. 017001 and other consideration paid and lawful money of the United States, 03i0G•. .. by the party of the second part,does hereby grant and release unto the party of the second part,the heirs,or succes- cors and assigns for the party of the second part forever,, r 1.ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and - beingiffibe at--Cutchogue, Town of Southold, Suffolk County, New .York, shown on Maps - . entitled "Property of Nova Realty Corporation, Oyster Bay, .New York, Map of Fleet- wood Cave at Cutchogue, Suffolk County, New York, dated April 1.938, Lewis N., Waters, L.S. .Oyster Bay, New York" and filed in 'the office of the Clerk of the County of Suffolk on the 1st day of July, 1938, as.Map No. .1263, Abstract No. .1278, and being. more particularly designated as and by the Plot No. One '(1) on said map.. 2..ALL that certain plot, piece or parcel of land, situate, lying and being .iii-Cutchogue; Suffolk County, New York, shown -on Maps entitled "Property of Nova Realty Corporation, Oyster Bay, New York, Map of Fleetwood Cove- at Cutchogue, Suffolk County, New' York, = dated April, 1938, Lewis N. Waters, L.S., Oyster Bay, New York" and filed in the office of the Clerk of the County of Suffolk on the lst day of July, 1938; as Map No. .1263, Abstract No. 1278, and being more particularly designated as and by the Plot No. Two (2) on said map•. 3.ALL. that certain plot, piece or parcel of land, situate, lying and being at Cutchogue, Suffolk-County, New York, shown on Maps entitled "Property of Nova Realty Corporation, Oyster Bay, N.Y. Map of.Fleetwood Cove at Cutchogue,''Suffolk County, New York, dated, April, 1938, Lewis N._ Waters; L.S-., Oyster Bay, N.Y." and filed in the office of the Clerk of the County of.Suffolk. on the first day of July, 1938, as Map No. 1263 Abstract No. 1278, and being more particularly that property or land being adjacent to-'and immediately to the north.of diose lots designated Plot No_ One (1) and Plot No. Two (2) on the above mentioned map,. being bounded and described as follows BEGINNING at the. northwest corner of Plot No. Two (2) ; thence along the northerly side of Plot No. Two (2) following the course N: 86040' E for a distance of 50.00 feet to the northerly most point of Plot No. One (1); thence along the northerly side of i Plot No. One (1) following the course 5.41029130" £ for a distance of 42..99 feet to 'tet a 'point; thence along the. course N.110. 24W to the high water mark. on Eugene Creek; thence in a northerly direction along the high water mark.of Eugene Creek to a point which lies N.3020'W of the northwest corner of Plot No. Two (2) ; thence along the course 9.3020'E to the point or .place of BEGINNING. 4.A strip of land .13..5' in width running from Fleetwood Road at the southerly end of the strip to Eugene Creek at the northerly end of the strip,ssRid .strip running' alongside of and being adjacent to parcels Two (2) and Three (3) described above. Being and intended to be the same premises conveyed to the. party of the first part. by Deed dated 79ay 27, 1983, and recorded in the Suffolk County Clerk'•s Office on May 27, 1983, at Liber. 9365 Page 405: - t } dr-011! of PIRTE,IJR J. EELICE ' t LONG 0 FISEGISLAND 3/9/2021 KAREN CORCORAN Service To: 5 SOUTH DR 405 FLEETWOOD RD PLANDOME,NY 11030 CUTCHOGUE,NY 11935 Customer Project#:900000126276 Dear KAREN CORCORAN: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianel/llii / fi�z�ac c�G�r�zeG a� Building &Renovation Services PSEG-LI nationalgrid May 18, 2021 David Corcoran 5 South Dr Plandome, NY 11030 Email: karencorcorangoptonline.net; aakas220-o- mail.com National Grid"WO#T102379402—405 Fleetwood Rd, Cutchogue To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on May 17, 2021. Please advise your contractor that care should be taken not to damage or remove the existing gas, valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to'be made at least 2, but not more than. 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 1-833-359-0645. Respectfully, C 3 Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections i;::m*"'5i*'"."wpm' .'°v"'-''"'•-r-;N—.,�•r -T•---,�,�'. .pr•;,a.•Tyn.,_�, . ,, _ .� ..�,. .-.... .•-- P-r„- , y•Z. '�,,�f. 1 4 l ` j - 1 365�•. - • ' •• ,I 1 -D 9•'�-�ml„�._ fir/• s ,/•,-�R.F f 9�0 o \J ."r•'�"�'1 O V1/! /B � B4. SAL+ o /, I th• � �'e.0 o y i6 /V•q .i. �cf O � r I 77.OS' - 9792, fy" Sg- .34' � a3 r p5D• O � E'OT Y OF za ' vl/ J PROP XV j*! ° o0 NOVA REALTY CORPORATION y rt m c, 5h'e FY �e OYSTER BAY, N.Y. `' ti Gtv rte �`� o � :• Q MRP Of FLEETWOOD COVE 19 T N ' to SO Oa' 60.Oa' &a.00 9/.62' c �yo,r N 31 /S' w �2/.62' f S U FFOL K CO. A Y. OEQUf9SH 6 VENUE h � Scale /"=S0' 19P:P/L /938 LEWIS N. W19TERS. L:S. NLw YDR% TATS DEPART6SENT OF HDALTH O YS T f Q BA y N Y. �., ALHANY, N. T....!•jtJXll.°...Qy..19�19 1 n • ti , This is to certify that t8o RRropoaed arrangeme tp fpr water • 0, supply and sewage disposal for Fle giwoed Ce ve s��a W'S+Cn / he�,eby cerfi{y fhof th(s Mop was, in the Town of Soniftb/d Sv{fo�k Coun4Y were approved Mode' by me {nom octuo/ surveys �4 d an June 8� l9381n accordance with plans on file in the office completed A ri/27./938 Ond that of the State Commissioner cf Health. Consent is hereby given to the oormiafw P Ore /OCOfed q,`^f tiling of the map on which this endorsement appears in the orfice of I monuments i •� •' _ __. _._:�"� ...,.�.�� _ -. _ the county elerk of ,5Vfjr0jA county in accordance with the Os sham? here ons �P r y.('E Y MAP provisions of Section 89 of the Public Health Law. SGALf /'•aLb' �. (/f 3 ay,7y..moo i Oysfer BNY �; - DIRSF,'�'OR, DIDISION 0 6ANITATION �- �'f:f}:� y ''/' @.' ,f I• 'I 1.' .� ;F..' !! �,� f' '•o�F:'Y...w�r44'dm1-•iL�',-' ...ih:..rw:ywus M,14ssRy ,�':"'f��:C,s..�(�t'.: .�, ,;, .._.,.,.r..' ...,....,.,,�.. ,,..�...,, �% •i' .. .. .,,i... .. . . •ClI � �o, .nwr Wim:,, i , :✓��•.w:in,.&u.iu.i.16°::.,:• ,.,.. .,'... n.r.... ........._ - .:o...-,.•.wr f `e,r• �a' PLuiln�wiv��,F.l:nl§• .s4.1.+:%`.ry7f'''�aY HFNEM SHAV RM'X Y TC)1W pf�R" y DRAINAGE DESIGN SITE DATA CRITERIA & CALCULATIONS SUBDIVISION- AREA = 37,552 SQ. FT, 400 Ostrander Avenue, R'ver-hc0d Ndw York 11clo "FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF tOl, 651,72-7.:2503 fox. N SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO. 1263, 651-7:2-7.0144 V= A 9 C adrrinoyoupic3erlgtneerfnt3.rorr A= AREA OF TRIBUTARY(S.F.) BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD R z RAINFALL.(FT.) (Dwelling wth Public VVQter) =COEFFICIENT OF RUNOFF INSURANCE PATE MAP PANEL NO.36103C0164 H LAST DATED SEPT.25,2009, VERTICAL DATUM =NAVD(1988) Howard N. Young, icncf 5urv* or V N' ThOMOS C,. holpert, Professional Engineer CY F * APPROXIMATE FILL REQUIRED REQUIRED VOLUME til :g ROOF ?,?09 S.F.x 2112 x 1.00; 185 Cf * DEPTH TO GROUND WATER 5- Douglas 1r. Adams, Plofesslomol Engineer Robert C. Tost, Architect ppovTDEt)VOLUME NUMBER OF BEDROOMS(DESIGN EQUIVALENT) 6 Robert 5trom5k), Architect USE: (1)10' DIA.x 3' DEEP POOL :: 205 C.F (vacant) MINIMUM REQUIRE()I''A OWTS CAPACITY =660 GAL LF#2 PROVIDE=D IIA OWTS CAPACITY =700 GAL REQUIRED VOLUME LEACHING SYSTEM REQUIRED =400 SF5WA HEALTH DEPARTMENT USE ROOF; 1,113 S.F.x 2112 x 1.00 z: 186 C.F. LEACHING GALLEY SYSTEM PROVIDED =424 SFSWA PROVIDED VOLUME N87042'10"E USE:(1)10' 01A,x 3' DEEP POOL= 205 C,F 29 99' 579030'26"W 6URFACES 8 3' LF#3 .2 >aSTTNC- REQUIRED VOLUME N13°07'26"E 1 STORY FRAME HOUSE 756 5Q-FT, ! FRAME GARAGE ROOF; 1,249 S.F.x 2/12 x 1.00 208 C.F. 11 i 11 490 SQ.Fr ::1.3% 9.44' WOOD DECKS 346 SQ.FT 0.9% DRIVEWAY: 2,027 S.F.x 2/12 x 0.60 203 C.F. 4 R ; ! N52043'38"E BREEZEWAY z 80 SQ,FT. 01% 1-9 15' 't, I TOTAL REQUIRED= 411 C.F. clell- I 'I fOUTDOOR SHOWER =M SQ.FT =0.1% 11 11.51 WOOD WALK 115 SQ.FT 03% N80055'10"E nE IS81-0,8 1APSH GRASS PROVIDED VOLUME 5.91, 11 1 'J I ji t?,t 10' DTA.x3' DEE�- T�oTAL 1.805 SQ,FT. =48% 29 °61 5TCKe�FI�AME HOUSES r-ARAGE �.IB61 SQ-F- 7.6% 1511 -PONT POP t 752 SQ.FT, CH NOTE wool,DrCK 902 5Q,FT, 2A% ALL ROOF DRAINS TO BE COLLECTED AND ..... , , I �,1,1 1 , - --NON-OTSTtIPRANCE AREA TU RES PPOVIDFI). ICTAL=4.015 PIPED TO DRAINAGE STRUC FT 10,70 WOO NOTES LANDWARD LIM7 OF TJ DAL WETLANDS AS 1.THERE ARE NO KNOWN WELLS WITHIN 150' OF THE SUBJECT PARCEL, DELINEA TEE)el,"6LENN JUST ON MAY 13,�020 TTE LrNII ALONG WOODR KHEA� MANUFACTURED BY FUJICLCAN'USA. ENGINEER'S CERTIFICATION 2�THE OWTS SHALL BE MODEL CEN-7 MANUFAt % 119 3.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND 51.'DHS REPPIESENTAITVES "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SHALL OBSERVE THE INSTALLA TION OF THE OWTS AND LEACHING SYSTEM. APPROVAL MODERATE N86o40'017YE r�, • SYSTEMS)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY tjm'IT OF 0, DIRECTION,BASED UPON A CAREFUL AND THOROUGH STUDY�Cf-THE-401L, WAVE ACTION 4 FROM ALL THREE PRIOR TO BACKFILL. SITE AND GROUNDWATER CONDITIONS,ALL LOTS,68'PPOPOSED,,CONFORM -Y DEPARTMENT OF HEALT1+`SERVrtESc START UP WILL BE COMPLETED UNDER THE DIRECT 50PERVISION OFA 4t, TO THE SUFFOLK COUNTY 64�TRUC-itON 4�THE SYSTEM STANDARDS IN EFFECT AS OF THIS DATE." FUJICLEAN USA REPRESENTATIVE. d. 5.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE TEST HOLE iI Ely Mc DONALD&E0S0jLNi:,L �,,TARY N) EX1.5 7NG SA. PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SOFFOLK COUNTY 0 PRIOR TO APPROVAL OF THE 11A OWTS 6 5 i-I:zu(mJPE To BE A P m REGISTRATION BY THE SCDHS IN ACCORDANCETHE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES{SCONE) WITH ARTICLE 19 0 T�j kcceW)ANCE WITh Lot 4 Lxt 3 I-----SANITARY CODE. sPEMIXIn2 aFICA TSAND,TONS I I AM, HOWARD W.YOUNG,N.Y.S.L.S.NO-45893n GRAVEL L-ot 2 ZONE AE(E[.J)�� ION(S), THOMAS C.WOLPERT, N.Y.S.P.E.NO,61483 6.ARCHITECT FLOOR E�_FVAT . ` `� � I �01 FRAMI DOUGLAS E.ADAMS, _CT TO VERIFY FIN15I,iEF -ot 5 STORY N.Y.5,P.E.N0.80897 ZONE AE(E�6) 7 1 _)IvIsION OF`FLEETWOOI;COVE;' HOUSES 46 F1, c,EOT NUMBERS REFER TO St,jBj SILTY &A 09: m 5A) I VOLUME APPROX 254 CY (6 BED SURVEYOR'S CERTIFICATION 8.PROPOSED FIL FFEL=10 :L-q5 GFE - AATER IN -6.5=PROPOSED ELEVATION �,6 q WE HEREBY CERTIFY To D AV I D C 0 j n .. BROM SILTY RC:(3R",&',KAREN +4,7' EXISTING ELEVATION olv"'J" 16- :5 -- I., r-0 R C 0 RAN THAT THIS 7�: -t—�,, 77-1 SAND SURVEY WAS PREP It co k r-7 LF#2 Ap DIN ACCO46ANCE WjVA - 'I- THE CODE OF PRACTICE FOR LAND SURVEYS ADO ....... (SM) VTEb BY THE NEW ' YORK 3'dW CL < STATE ASSOCIATION OF PROFESSIONAL LAND tURVEYOP 0 YATER IN N rn fALE BROKN LF#1 A0JACENT AREA LOT WVMA1T7E- < 0 F_P, 0 FINE SAND kz (SF9 ADJACENT AREA e5,124 50,FT- #7 A 1 -3 EXISTING -5- -,f6RY FRAME HOUSE :756 SQ,FT TPF H;&HnsT nxp- -rT= 6ROUNCINATr-R F-L=1.0 WARD W,YOUNG,N.Y.S.L.S.NO,45993 �,344�.5Q.FT. FRAME GARAGE 90 SC:FT .4% Wool)DECKS STING FRAME 80 SQ FT 02% EY1 --)� -- - PROPOSED C6 7 BREEZEWAY IS SQ�FT 0.1% HOUSE 15 GARAGE I— DEP OUTDOOR SHOWER HIGH Boull.. BE pIr-mo-VED CO _4�. PETATNTNG WALL N Y S D E C SURVEY FOR TO-AL 1,690 SCI.FT, 4.8% > I CL APPROVED AS PER'rER S PROPOSED 2 STORY FRAME HOUSE A GARAGE 2,861 SQ.FT_ --6.1% SLOWEP 10 0 A SQ.FT, �0,7% q OF r 252- ND CONDIT10N DAVID CORCORAN FRONT POACH 90a SQ,FT. =2,6% A 3'Ir A�"-,f ft,� �.�, ( -2- 1 WOOD DECK 47, "J KAREN CORCORAN TOTAL. 4,015 SQ. 11,4% 47,) FT. DATE PROPOSE LOT 3 & 4 "FLEETWOOD COVE" C-Nj-pot.PANEL &RAVEL VENT' b at Cutchogue, Town Of Southold DB DRIVEWAY J_ It L, -1- , Suffolk County, New York I Poop,ELECTRTC ? �//\ TONE TONE& EX' R.E m r, -i Y TO R_�H I-,pTVEWAY TO 1" XI,5TING WOOD iEA 41r [� r- f REPLACE E BUILDING PERMIT SURVEY NED ---RETAINING 10 0 U 'DCI� WALL WITH E -6.0'1 TONE BOULDER WALL 1 1000 137 04 15 p;zop0,§E6 AREA OF F- L cmi: F) County Tax Map (7,2505 Distnct 1000 Section 137 siac� 04 Lot 37.3 v! 100.00 FIELD SURVEY COMPLETED 586'4, 0 9 N89"25'00"W MAY 26,2020 MAP PREPARED MAY 27,2020 m u" S Nk Record of Revisions N86040'00"E �4r - ", 811: TT"&WAV,.A MA 'IN-W FLE-FTWOOD ROAD REVISION DATE W-w-t- LOT COVERA6C _r FSM A.1C�1FF BLUG PERMIT-DATA JUN.03 2020 -,16 ADDAE.25EU NYSDEC CO Tr 25,202Q 7(/LY12 EXr$TTNG (Dwellino with Public Water)I / I \ :z 0- NO URF6 4M-1)I5_l`URDAWE 7-2020 J 756 5Q.F1' :2.0% 1 0 ,;�; I STORY FRAME NYSDFC&IRU5_-[E E 490 5Q,FT, =1,3% _j FRAME ppopOsEb 5ANT TARY SYS7EM, SDH WOOD DECKS 346 SQ.FT. =09% pLiblic Wc1ter' SAN.19,2021 i v C-HING GALLEYS BREEZEWAY t 80 SQ,FT, =13.7% WILEA 011 NY_5UE"EELZ5_M1 IIA OW1 5 6) MAR,12-- o OUTDOOR.SHOWER �18 SQ,FT. =01% TOTAL-1.690 SQ.FT. 4.5% (Is BUILDING F_ 'A 10,PROPOSED 40 0 20 40 80 120 2 STORY FRAME HOUSE&GARAGE =2,8625Q.FT. -7.6% OR WOOD DECK 902 SQ.FT- 2.41ye'l . 7/1Scale: P 40' 4 0 FRONT PORCH Z52 SQ.FT. lim with Public Woter) J08 NO.2020-0037 TOTAL 4,015 SQ,FT 10.7% DWG. 2020_0037 bp I OF 3 -.0 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NFW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY VAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDFRED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LO-'01ON OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. DRAINAGE DESIGN EI�vI EEf2'S CERTIFICATIo;m REOUERED. SITE DATA - CRITERIA & CALCULATIONS SUBMIT P.E. O�R.A.CERTIFICATION! AREA = 37,552: SQ. FT. 400 Ostrander Avenue, Riverhead, Naw York I1a01 tel. 631.?2.7.2505 fax. 631.'72'1.0144 FOR IR3TALtATIOI°i AND COo�°STRUCTIOI�3 / �T *SUBDIVISION-"FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF admin®youngengfneering.com V=A R C 6 l� SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO.1263. A= AREA OF TRIBUTARY(S.F.) OF �C'n'�► � i,�' � i * BASE FLOOD ELEVATIONS BOUNDARY LIPJES SHOWN AS SCALED FROM FLOOD (� 401m� R=RAINFALL(FT.) ( �jiA}!Lwl��i bit fttq. U$E FOR�m MMM-d73. INSURANCE RATE MAP PANEL NO.36103COte14 H LAST DATED SEPT.25,2009. J C=COEFFICIENT OF RUNOFF z. VERTICAL DATUM =NAVD(1988) Howard W. Young, Land Surveyor LF#1 -- Thomas G. Woipert, Professional Engineer REQUIRED VOLUME O * APPROXIMATE FILL REQUIRED = 285 CY Douglas E. Adams Professional Engineer Q $"�'�A4YA1'!J"'w !:*'.�.^"'ti":C.�t"�'9 f� �"J".�_ W � E Q , ROOF: 1,109 S.F.x 2/12 x 1.00= 185 C.F. ron t'�+�+, ry�''{,'g"'�'rr ars� �•� �' DEPTH TO GROUND WATER =5' � „- �, ;, Robert G. Tast, Architect f`7N-1TH ®L.mrr �' * Robert 5tromski, Architect PROVIDED VOLUME NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =6 USE:(1)10' DIA.x 3' DEEP POOL= 205 C.F (Vacant) � * MINIMUM REQUIRED I/A OWTS CAPACITY =660 GAL LF#2 WATER1.L4Eks( II U(S' i BE INSPECTED BY THE S * PROVIDED I/A OWTS CAPACITY =700 GAL HEALTH DEPARTMENT USE REQUIRED VOLUME ROOF: 1,113 S.F.x 2/12 x 1.00= 186 C.F. SUFFOLK COUNTY DEPT. OF .HEALTH SERVICES. * LEACHING SYSTEM REQUIRED =400 SFSWA mR(�!om r CALL 852-g{�c�7. 46 HOURS IN AtiVANCE, * LEACHING GALLEY SYSTEM PROVIDED =424 SFSWA -� PROVIDED VOLUME ,7 7y V y r tom+ 1 0 V USE:(1)10' DIA.x 3' DEEP POOL= 205 C.F TO SCHE61 LE INSPECTION(S)`., N87042'10"E IMPEF`.JIOUS SURFACES Su'1'OLK�UNTYbEPART UENTOEt ETH SERVICES 29.99 579030'26"W _VIOUSa L F#3 8.23' EXISTING REQUIRED VOLUME `` („ o EI 1 STORY FRAME HOUSE =756 SQ.FT. =2.0% ��� t��x ���������{�L Ya t����� t��G N13 07 26 E SnCG FAWLY P=SN:�0','?L'� ROOF: 1,249 S.F.x 2/12 x 1.00=208 C.F. G ° , u * , FRAME GARAGE =490 SQ.FT. =1.3% (S r N� 511 it Ol E ® 9.44 WOOD DECKS =346 SQ.FT. =0.9% � )"l- IT -104 d DRIVEWAY: 2,027 S.F.x 2/12 x 0.60= 203 C.F. � � B N52°43'38'IE BREEZEWAY =80 SQ.FT. =0.2% O�,TE :,1?�$' ,�• Ifi3 ' R'O. TOTAL REQUIRED= 411 C.F. G\ ,V� 19.15 OUTDOOR SHOWER =18 SQ.FT. =01% f V� ° , �� 11.51' WOOD WALK =115 SQ.FT. =0.3% � '�OVED 0114-'l�) N80 55 10 E TIE LINE ALONG PROVIDED VOLUME I 581°08 E, MARSH GRASS I 5.91 I 54 E TOTAL=1,805 SQ.FT. =4.8% R��r� ) BEDI:Q()j� S USE:(2)10' DIA.x 3' DEEP POOLS= 411 C.F * < 29 g1' SBS° PROPOSED L Vx�.?, " `Itq , - - "1 \\. `�6 2 STORY FRAME HOUSE d G 4RA6E =2,8615Q.FT =7.6% 00"7 ES THREE 'BARS FROM-DATE OF APPROVAL 1 NOTE wr�E.. l6 b G12A 5 'i o \\\ �F \\ 29 o24�ii� FRONT PORCH =252 SQ.FT. =0.7% �\ 1 ' WOOD DECK =902 SQ.FT. =2.4% ALL ROOF DRAINS TO BE COLLECTED AND ". ;` NON-DISTURBANCE AREA PIPED TO DRAINAGE STRUCTURES PROVIDED. �X "' •...;ti _`- .:�� TOTAL 4,015 SQ.FT. =10.7% ,' :`°' :fi #2 � •_ .,,.,I , , ., .�:�°',. Abandonment of cxistinQ s�:nitary 5ystrm must be in / r coinfo mance Nvith de �rtment requirement Submit NOTES #1 BULKHEAD_ I AREA RF i y\` \* \ I I' io r44 com •lcted fo1T: WWM- I0 as Woof. 1.THERE ARE NO KNOWN WELLS WITHIN 150' OF THE SUBJECT PARCEL. I ,-4� \ LANDWARDLIMITOF TIDAL WETLANDS AS ' I DELINEATED BY•LENIN JUSTON MAY 13,2020 TIE LIN ALONG v 10 ql ; r WOODS KHEAD Igig M' �� -� ENGINEERS CERTIFICATION 2.THE OWTS SHALL BE MODEL CEN-7 MANUFACTURED BY FUJICLEAN USA. n 3.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS REPRESENTATIVES AAS I I - \ "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL I LIMIT OF MODERATE I '�, N86°40'OIO"E °IPF SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY I 50.00'1 _ DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY Of-THE,SOIL, FROM ALL THREE PRIOR TO BACKFILL. WAVE ACTION T SITE AND GROUNDWATER CONDITIONS,ALL LOTS,A5'�PROPbSED,CONFORM I o,I \�. - - TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTN"'SERVId-s CONSTRUcti N 4.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A I �-I. STANDARDS IN EFFECT AS O THIS DATE" FUJICLEAN USA REPRESENTATIVE. I % °� �I Enn (!1 F �' •P a' r aa` O +5.07 TEST HOLE rw&�;... +4.42 I :`„ ��%•' �,c`,` _ 5.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE 0,„l %% D A nE W" o I 1 Z N 1 BY McDONALD 6E05CIENCE ) PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY EXISTING SANITARY NO j52o+ o ° �� g l DATE, 06/26/20 DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS �,��(CTURF rn BG ABANDONED-ten- :, CJ Lot 3 - REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY IN ACCORDANCE WITH zA vno �"� I 'W ' / 1.• �`�"' r_..SPECIFICATIONS I ~ l W -4 " fll 1 MIXED SAND, SPECIFI - , \- SANITARY CODE. I � 1 � 1, I W �° , LOAM, HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n �.,;;.,u„ •, II PROPOSE 2 I w. Lot 2 I ZONE AE(El. 'g!I (SRAVrL I s I THOMAS C. WOLPERT,N.Y.S.RE NO.61483 ^ +6.02 i o I ';° ee« rem ' 1.0' r 6.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). I c7 Lot 5 -r , DOUGLAS E,ADAMS,N.Y.S.P.E.NO.80897 -" STORY FRAME 1 ZONE AE(ELS) "` 7.LOT NUMBERS REFER TO SUBDIVISION OF"FLEETWOOD COVE" 0 GARAGE I I HOUSE& I #6 s SILTY 1 BROWN 8.PROPOSED FILL VOLUME=APPROX.254 CY I I?O n o UD +42(6 BEDROOM) I 1 1 (SM) SURVEYOR'S CERTIFICATION " • NFq s FFEL=10.0 4.99 -1i v * I z a. I C 1 GW EL-1.0 nnw.el-gmam -� A F 4.6' L)'. 3 I ''' GFEL=9.5 1 � i MATER IN *WE HEREBY CERTIFY TO DAVID C O R C O RA'N"-& KAR E N 6.5=PROPOSED ELEVATION I I 20 (FL'6) 6 e ^\ ,.,;,p,�, l I o 1 BROWN SILTY - C O R C O RAN THAT THIS SURVEY WAS PREPA DIN ACCORDANCE WITH +4.70 =EXISTING ELEVATION I NFk �. � (�' 3 / 1 I ,;,r.` (� ., p - � o � 1 SAND I N N 1 /,.„,; 1., p LF#2 O (5M) THE CODE OF PRACTICE FOR LAND SURVEYS ADO ED BY THE NEW YORK "� C •`>,)" I Io'a 1 5 1 6.0' STATE ASSOCIATION OF PROFESSIONAL LAND VE ORS. C7 I -H i '` Y. I 3'deep < 2 a MATER IN ADJACENT AREA LOT GOVERA6E �_ 'z LF#1 4.4'� _- m 2 P BRO < I `� 10, j ' 61.6' p S2° '^ 1 PALE rw (i Z FINE SAND •l C deep r�`, .i • I { �_ 1 5P r r ADJACENT AREA 89,124 SQ.FT. I n'� ; aC•' ),,,t "r„m57(2'I % /38.9 -- A v O _ II tt 11 EXISTING + ¢ S u,5 , + ;r-------- r,. T• 8. N -s a =2.2% S IPF 6 0 9h+ ft' a 1 STORY FRAME HOUSE =756 SQ.FT. I _ -" HI6HEST EXPECTED I 5.76'- -` i 39.5' o FRAME GARAGE =490 SQ.FT. =1.4% c i 14.97 ' 1 6ROUNDNIATER EL=I.O HOWARD W.YOUNG,N. .L.S.NO.45893 WOOD DECKS =346 SQ.FT. =0.9% 1 I : j l....€ W^ �_ .` 2.74 6` - 1 BREEZEWAY =BO SQ.FT. =0.2% t EXISTING FRAME PROPOSED 3' - OUTDOOR SHOWER =18 SQ.FT. =0.1% o HOUSE&GARAGE TO 'HIGH BOULDER = CO! C3❑ '�j 4 I u � _ I BE REMOVED m • CO ----E I p o L0 R -s TOTAL=1,690 SQ.FT. =4.8% I RETAINING WALL ,'. ° N ;� - p m ; , 5'min ���; m �, I � � � , SURVEY FOR PROPOSED I 15°0' 1 , LFk3 1� / v v 1 2STORY FRAMEHOUSE AIGARAGE =2,861 SQ.FT. =8.1% I Co ' r I DAVID CORCORAN BLOWER w ro% TEST'; (2)10 0 �\ 2966A #8 err '&�r; FRONT PORCH =252 SQ.FT. =0.7% I - - ` I WOOD DECK =902 SQ.FT. =2.6% I 3'deep / 11 �4.7 A oHOLE' 1 m �&° KAREN CORCORAN r Uf, S\ / .IN C ffT r n g,.�%'S 0 a".R d R' 9.0* m pDTx-+ 1 Dm •�ar -z<a„ TOTAL=4,015 SQ.FT. =11.4% I ( 4.70 1 ; n ' i� 1 N I,<FTI I 6 LOT 3 & 4 °FLEETWOOD COVE" 1 E ` ©WTS 1 (n PROPOSED#9 y N I CONTROL PANEL 14 +5.79 1 GRAVEL 1 6 A I I VENT >o �; B5,©p x8.o 'Cl DRIVEWAY at Cutchogue, Town of Southold I I Co o DB 1 1 Suffolk County, New York p♦ k ' 3 1 Tx N I N ' . 1 16.6 V PROP.ELECTRIC 1 1 �'6"6 11 a N 6.18 SERVICE EXISTING STONE& 56.1 v 1 �` I V I 4.55 ` BUILDING PERMIT SURVEY �EARTN DRIVEWAY TO REPLACE EXISTING WOr�p BE REMOVED I a I I ^ 1 ,ce 1 N I RETAINING WALL WITI; I 1 _ EL=6.0 STONE BOULDER WALL y PROPOSED AREA OF FILL .I I n ,I j 1 I 1 I 1 1000 137 04 X15 7,250 SF) 16 MR CMF 1 County Tax Map District 1000 Section 137 Block 04 Lot 373 " 10 00' W IF 63 X19 N89025'00"W MAP PREPARED FIELD SURVEY COMPLETED MAY 27,2020 MAY 26,2020 5-40", o W �° * 5.6 ° 349.83' S 23 11.10' -� � Record of Revisions • N86 40'00 E 61�_�-- EXISTING GAS MAIN 598 G\ FLEETWOOD ROAD +680 I EXISTING WATER MAIN � W REVISION DATE -W -W w'---O�W w�~' t` FEMA LINE JUN-0 090 LOT GOVERA6E " $ - >� BLDG PERMIT DATA TI1N 2020 (Dwelling) v ADDRESSED NYSDEC COMMENTS JULY 22 2020 EXISTING e", Ilk, 1 NON-TURF&NON-DISTURBANC NOV.17}-2020 1 STORY FRAME HOUSE � =756 SQ.FT. =2.0% (Dwelling with Public Water) O 6 , FRAME GARAGE =490 SQ.FT. =1.3% I NYSDEC&TRUSTEES N WOOD DECKS =346 SQ.FT. =0.9% (Dwelling with I 9F(, 1 �� NOV a 2021 •o BREEZEWAY =BO SQ.FT =0.2% Public Water) \ PROPOSED SANITARY SYSTEM �Oti �•+ ��6 ' h ,SCDHS NOIA(AUG.7,2020) TAN 19,E I/A OWTS W/LEACHING GALLEYS s NYSDEC(FEB.25;2021) MAR,12 021 ° OUTDOOR SHOWER =18 SQ.FT. =0.1% g ` A + t o O 1 ` m TOTAL=1,690 SQ.FT. =4.5% \ 1 PROPOSED Z 1 40 0 20 40 80 120 2 STORY FRAME HOUSE 6 GARAGE =2,861 SQ.FT. =7.6% V A, ��� � �,((1�®�.7t��® O FRONT PORCH =252 SQ.FT. =0.7% ,nl'* a-L (L WOOD DECK =902 SQ.FT. =2.4% (Dwelling with �l[�kI�C E3 E"!` 3H'pO' �f1S 1 Scale: 1" = 40' Public Water) S 1 TOTAL=4,015 SQ.FT. =10.7% * 1 JOB NO.2020-0037 \ DWG.2020_0037 by 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES AREFOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE PY.()CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSP,NEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAI ED PROM OTHERS. BLOWER SPECIFICATIONS MODEL MAC 100R 51/9EET AIR TENT GAP MFG BY TUF-TITS 400 Ostrander Avenue, Riverhead, Naw York 110101 AIR FLOW 3.5 CFM (5' MIN FROM ANY DOOR OR WINDOW) tel. 631.72 Riverhead, fax. 631.727.0144 NORMAL PRESSURE 2.6 PSI HYDRAUL I G PROFILE admin® 5 x. i 51.72 com POWER 120V/1.0A/60Hz 67' SCALE: NTS y g g g' 2 STORY OUTLET CONNECTION 3/4 INCH 4" PVC, a U liTY7}7Y� Ynyt9 WEIGHT 11 LBS FRAME HOUSE �2.0090 MIN. POWER CONSUMPTION 75 W (6 BEDROOMS) _ Z RISERS 8 GONERS 5il POWER CABLE 6 FEET FEEL=10.0 WITH SAFETY LIDS 411 PVC ® 4" PVC ® Howard W. Young, Land Surveyor MFG BY TUF-TITE OR 1.00% MIN. L 1.00% MIN. Thomas G. Wolpert, Professional Engineer OGKING Installation/Operation&Maintenance Notes: EL=q O APPROVED EQUAL CASTING TO PRECAST Douglas E. Adams, Professlonal Engineer - Install blower on concrete base. Ensure adequate ventilation RIM=SS GRADE TOP SLAB and protect against sunlight. RIM=8.0 OR DOME Robert G. Tost, Arehltert - Maintenance requires a trained technician. t Robert 5tromski, Architect - For maximum efficiency,inspect and clean internal air filter 1 -- once every 3 months j - Replace diaphragm/valve assembly once every 12 months EL=6.5 IE=6.6 F.11 GONG. COVER (Note: A damaged diaphragm will trigger the Automatic-Stop 1 --AIR LINE---gyp O HEALTH DEPARTMENT USE function). l — ----- �31I VLE30T=0.55 V _ HOL5.0 IE=4.01 IE=4.8 ifiEl =4.7 IE-5.3 4� OT=3.0 NOTE: ALL CONDUITS BETWEEN PANEL AND CONNECT 3" PVC VENT LINE TREATMENT TANK MUST BE SEALED TO TO VENT HOLE IN OW5T SEE DE OWTS CS $'-(j"— � Z PREVENT GAS LEAKAGE INTO PANEL. iv t t PROVIDE CLEAN OUT AT FACE OF BUILDING FOR WIFI COMMUNICATION DEVICE; HIGHEST EXPECTED 6W EL 1.0 USE ALARM/CONTROL PANEL MDL#1045040 AIR LINE TO BLOWER TANK TO BE PROPERLY CONTROLLER "C11 MFG BY 5JE RHOMBUS STRAPPED 4 ANCHORED CONCRETE BALLAST TO CONCRETE BALLAST CONTROL PANEL MOUNTED cI'x5'x611THIGK N 411x411 PRESSURE '100 GAL. I/A OWT5 4' DIA. D15TRIBUTION BOX SANITARY LEAGHIN6 GALLEY TREATED WOOD PO5T5 ALARM/CONTROL MDL. GEN--( MFG. BY FUJIGLEAN USA TOTAL OF (8) GALLEYSP PANEL MDL#1041172 PROVIDE END GALEVELING DEVICE """'' AIR BLOWER 424 SF5WA v � �,� CONTROLLER "A" MDL#SL-4 MFG BY TUF-TITE OR MF6 BY 5JE RHOMBUS INSULATED WEATHER APPROVED EQUAL FOR ALL OSISTANT BLOWER METER DISTRIBUTION BOX OUTLET PIPES F-REENCLOSURE INCOMING SERVICE j DEDICATED 15 AMP BREAKER 0 r AIR LINE TO 120V AG, 10, &OHZ, 15 AMP POWER SUPPLY i FUJIGLEAN OWTS #12-2 AW6 WITH 6ND IN I" PVC CONDUIT MAIN € FIN. GRADE SERVICE 4 1 "—j— I y ? PANEL ELECTRIC SUPPLY r ELECTRICAL TO BLOWER SUPPLY TO FUJIGLEAN HARDWIRE OWTS SPLICE BOX CONTROL PANEL 4 BLOM SCALE: NTS ENGINEER'S GERTIFIG TION omin-d-!loulw a = oGROUND 5 GONTROLU5 AIR BLOWER Fu iClean USA I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE J DISPOSAL SY5TEM(5) FOR THIS PROJECT WERE DE516NED BY ME ai -1i2' VENTILATION PIPE PANEL OR UNDER MY DIRECTION. BASED UPON A CAREFUL ROUGH N SCUM BAFFLE-1_2 CEN-7 STUDY OF THE SOIL, SITE AND GROUNDWATER G ITIONS,'AL '-u -s -1 ELECTRICAL ONE—LINE D1,4GR,4M Structural FACILITIES, A5 PROPOSED, CONFORM TO THE FEOLrK`GbUNTY' ural Drawing DEPARTMENT OF HEALTH SERVICES GONSTR T1jQf1 STANDARDS IN S DATE: 1/2014 SCALE: 1/2^=111 EFFECT AS OF TH15 DATE. r.,.'6'�"g, .y . ..•= oECIRCULATION % © AIR LIFT PUMP CHAMBER Volume(gal) r RISINFECTION T Sedimentation Chamber 397 CLINDER (OPTIONAL) 9 N Q2 Anaerobic Filtration Chamber 396 I Q Aerobic Contact Filtration 181 4' INLET PIPE c i tration Chamber "$ ' OUTLET PIPE ® Storage Chamber 90 HOWARD W. YOUNG, N.Y.5. L.5. NO. 458g3n THOMAS G. WOLPERT N.Y.5. P.E. NO. 61483 A� Q Disinfection Chamber 6 DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80887 - © Total volume 1069 BUOYANCY GALGULATI ON5 FFLUENT SPECIFICATIONS INLET BAFFL O AIR LIFT PUMP Anaerobic Media PP/PE Filling Rate 32-% 1 QNT5SURVEY FOR Q Board Type Aerobic Media PVC/PP/PE Filling Rate 17% T Aerobic Media PP/PE Filling Rate 55% ONE (1) GEN-7 FUJIGLEAN OWT5, RISERS 4 LIDS;11406H5 APPROX. Blower 2.8 efm DAvrD coRcoRaN � 720 LB5., REPRESENTING THE DOWNWARD FORGE FOR THE IR INTAKE Tank FRP STRUCTURE' KAREN CORCORAN RECIRCULATION PIPE LOW BAFFLE Pi in FLOW OPENING (TYP, (CLEANING OPENING) B P g PVC/PP/PE Access Covers Plastic/Cast Iron THE PROPOSED 5TR)GTURE WILL BE PARTIALLY 5UBMERGED TO A PLAN VIEWDisinfectant(Optional) Chlorine Tablets DEPTH OF 0.62' (1.00 M1NUB 0.595). LOT 3 ,& 4 "FLEETWOOD COVED THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE at Cutchogue, Town of Southold V = AREA x 5UBMER6ED DEPTH O.°0(4.3)(0.62) = 20.701 GF. Suffolk County, New York —DISINFECTION 18' N 18' MANHOLE (TYP 16' MANHOLE YP 24' MANHOLE (TYP CYLINDER (OPTIONAL) 4" MANHOLE (T N THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY LOW OPENING SUBMERGED STRUCTURE BUILDING PERMIT SURVEY _ � y� = 20.701 GF x 62.4 LBS. PER GF = 1,2017 LBS. 11 8 1'-l4' BOARD TYPE APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE 1000 137 04 15 a _ CONTACT MEDIA (BUOYANCY) EXERTED ON THE PARTIALLY 5UBMER6ED STRUCTURE County Tax Mop District 1000 Section 137 Block 04 Lot 37.3 _ WLg — I r 1 11 1 1 r 15 1,287 x 1.5 = I,g46 LBS. FIELD SURVEY COMPLETED MAY 26,2020 MAP PREPARED JUN.25,2020 THE UPWARD FORGE (INGLUDIN6 SAFETY FACTOR OF 1.5) OF I,g46 Record of Revisions LBS. EXCEEDS THE DOWNWARD FORGE OF 720 LB5. AND, REVISION DATEQ THEREFORE, AN ADDITIONAL BALLAST ECIRCULATION OF 1,226 L55 (1,0146 LBS-720 LB5) 15 NEEDED. FEMA LINE TN n 2020 6'-0 T ® 6'_0 . ® ASSEMBLY t1 $LDC PERMIT DATA T 1N 2 2020 CONCRETE BALLAST ADDRESSED NYSDEC COMMENTS JULY Y 22 2020 5,_1, 4'-11' NON-TURF&NON-DISTURBANCE NOV 17 2020 © 4'-11• THE VOLUME OF THE PROPOSED CONCRETE BALLAST = NYSDEC 6 TRUSTEES NOV 3,2020 (g-0)(5.0)(0.50) = 22.5 GF. SCDHS NOIA(AUG.7.2020) TAN.19, 021_ 3 NYSDEC(FEB 25 2021) MAR 12 2021 Q EROBIC MEDIA THE WEIGHT OF THE PROPOSED CONCRETE BALLAST = r 22.5 OF x 70 LB5/0F = 1,575 LB5. GO ERATION ASSEM3LY THE DOWNWARD FORGE OF 1,575 LB5 EXCEEDS THE ADDITIONAL 40 0 20 40 80 120 9 BALLAST OF 1,226 LBS.D_ Scale: 1" = 40' SECTION A-A VIEW SECTION B-B VIEW JOB NO.020_000037 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AIE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUT104 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverheod, Naw York I1a01 tel. 651.727.2505 fax. 651.727.0144 admin®youngengineering.com Howard W. Young, Land Surveyor PL PL Thomas G. Wolpert, Professional Engineer - Douglas E. Adams, Professional Engineer Robert G. Tost, Architect i EXISTING GRADE ( Robert 5tromski, Architect I ——————————— —— TW BW=3.0 EXISTING ROW OF TREES HEALTH DEPARTMENT USE EXISTING DILAPIDATED TIMBER LANDSCAPE WALL SECTION A-A (existing only) NTS c>< (- --( PROPOSED Co 28 t 5OULDER 0 2 STORY FRAME HOUSE $ GARAGE FINISHED FFEL=10.0 GRADE ` PROPOSED SANITARY ENGINEER 5 CERTIFICATION `1 �� SEWER LINE I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL X 1\��'�a PL L PL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH STTTTTTTTT,JD�aFTHE50IL `- \S SITE AND GROUNDWATER CONDITIONS,ALL LOTS,A ROPOSED.,CO00 M FINISHED `"' TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH'SERViCE5'CONSTRUCTI N GRADE \��y STANDARDS IN EFFECT AS OF THIS DATE." "�c�:' ^S`' �" ,� `` ' \ ��i�i�%`� � -1\� 8M=4 8 °— — — — � T� i EXISTING GRADE EXISTING ROW CF-/ PROPOSED GRADE TREES TO REMAIN 7EXISTING GRADE VOLUME OP FILL = 254 GY HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n PROPOSED BOULDER THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 6" RECYCLED RETAINING WALL EXISTING DILAPIDATED TIMBER LAND5GAPE WALL 4 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 FEY" j CONCRETE BASE (MAINTAIN COVER OVER C) SANITARY SEWER LINE) CONSTRUCT NEW BOULDER RETAINING WALL (MAINTAIN EXISTING GRADE) N SURVEYOR'S CERTIFICATION- 51, RETAININCG kNALL SECTION A-A . NTS NTS *WE HEREBY CERTIFY TO DAVID C O R C O RA KA1i i=N "�,,, CORCORAN THAT THIS SURVEY WAS PREPAR It�-ACCORDANCE IW* I, THE CODE OF PRACTICE FOR LAND SURVEYS ADO D^BY�INE`�JEV�YORK , N STATE ASSOCIATION OF PROFESSIONAL LAND iU �+ , 04 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 SURVEY FOR PROPOSED DAVID CORCORAN & 2 STORY FRAME KAREN CORCORAN HOUSE d GARAGE FFEL=IO.J LOT 3 & 4 "FLEETWOOD COVE" at Cutchogue, Town of Southold Suffolk County, New York N BUILDING PERMIT SURVEY 0 o DECK I0 1000 137 04 15 C3 EL=10.0 i County Tax Map District 1000 Section 137 Block 04 Lot 37.3 0 ° TOP OF 106' 58' EL-Q O EL=8.5 i U p FIELD SURVEY COMPLETED MAY 26,2020 BULKHEAD EL=4 7 �EL=6 6 I U- EOE, MAP PREPARED Record of Revisions> —Z NOV.23,2020 EL=5.7� -------- ----- ------------ ------- REVISION DATE EXISTING GRADE -/ EL=6.2 l SCDHS NOIA AUG.7 2020) JAN.19 2021 EL=5.6 EL-5.0 I NYSDEC(FEB.25 2021) MAR 12 2021 EUGENE PROPOSED GRADE CREEK VOLUME OF FILL = 254 GY V) SECTION B-B m NTS 40 0 20 40 80 120 9 Scale: P = 40' JOB NO. 2020-0037 DWG. 2020_0037 by 3 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIUSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEt MAP NOT BEARINO THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.�ERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE L)CATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS DRAINAGE DESIGN SITE DATA AREA = 29,239 SQ. FT. 400 Ostrander Avenue, Riverhead, Naw York I1a01 CRITERIA ,& CALCULATIONS i - tel. 651.727.2505 fax. 651.727.0144 �T *SUBDIVISION-"FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF admin®youngengineering.com V=A R C 1 V SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO.1263. ��ff A=AREA OF TRIBUTARY(S.F.) *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD 4 +Y (�� Y`� pltq R=RAINFALL(FT,) (Dwelling with Public Water) - C=COEFFICIENT OF RUNOFF INSURANCE RATE MAP PANEL NO.36103CC164 H LAST DATED SEPT.25,2009. _ _ LF#1 - - - - * VERTICAL DATUM =NAVD(1988) Howard Yet. Young, Land Surveyor P Thomas G. Nolpert, Professional Engineer REQUIRED VOLUME / M7 �� E * APPROXIMATE FILL REQUIRED = 285 CY Douglas E. Adams, Professional Engineer ROOF: 1,109 S.F.x 2/12 x 1.00= 185 C.F. /' � '� * DEPTH TO GROUND WATER =5' Robert G. Tast, Architect M y PROVIDED VOLUME '" * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =6 Robert 5tromski, Architect USE:(1)10' DIA,x 3' DEEP POOL= 205 C.F � (Vacant) - �� * MINIMUM REQUIRED IIA OWTS CAPACITY =660 GAL LF#2 _ s * PROVIDED IIA OWTS CAPACITY =700 GAL REQUIRED VOLUME HEALTH DEPARTMENT USE - ROOF: 1,113 S.F.x 2/12 x 1.00= 186 C.F. * LEACHING SYSTEM REQUIRED =400 SFSWA onlu}�lHjoR * LEACHING GALLEY SYSTEM PROVIDED =424 SFSWA PROVIDED VOLUME USE:(1)10' DIA.x 3' DEEP POOL= 205 C.F N87°42'10"E 29.99' N79°30'26"E IMPC-f2�/IOUS SURFAGE5 LF#3 8.23' EXISTING REQUIRED VOLUME Q��� TIE LONE ALONG 1 STORY FRAME HOUSE =756 SQ.FT. =2.6% ROOF: 1,249 S.F.x 2/12 x 1.00=208 C.F. G` MARSH GRASS FRAME GARAGE =490 SQ.FT. =1.7% 511°ll'01"E., N13007'26"E WOOD DECKS =346 SQ.FT. =1.2% DRIVEWAY: 2,027 S.F.x 2/12 x 0.60=203 C.F. N , *1 B , BREEZEWAY =80 SQ.FT. =0.3% TOTAL REQUIRED= 411 C.F. ` \G� 19.15 9.44 OUTDOOR SHOWER =18 SQ.FT. =0.1% v N80055'10"E N52°43'40"E WOOD WALK =115 SQ.FT. =0.3% PROVIDED VOLUME 0.82 USE:(2)10' DIA.x 3' DEEP POOLS= 411 C.F 5.91' I PROPOSED TOTAL=1,805 SQ.FT. =6.2% Q 5 2 STORY FRAME HOUSE 6 GARAGE =2,861 SQ.FT =9.8% NOTE GRp FRONT PORCH =252 SQ.FT. =0.9% / WOOD DECK =902 SQ-FT. =3.0% ALL ROOF DRAINS TO BE COLLECTED AND wool) PIPED TO DRAINAGE STRUCTURES PROVIDED. BULKHEAD ,,.; 'Xe` • � �'•._, #3 BRASS � TOTAL=4,015 SQ.FT. =13.7% #2 NON-DISTURBANCE AREA '� F ' NOTES ,/ #I NO A��A _ ate. - - 1.THERE ARE NO KNOWN WELLS WITHIN 150' OF THE SUBJECT PARCEL. I ,�''� - q°-'� �\ �#4 \ LANDWARD M GLENN JUST WETLANDS AS y. ��� �_ � DELINEATED 61 GLENN JUST ON MAY 13,2020 I TIE LIN ALONG W 0 I 2.THE OWTS SHALL BE MODEL CEN-7 MANUFACTURED BY FUJICLEAN USA. wooD euKHEAp �+p �- ENGINEER S CERTIFICATION I� �#k�'•I � � #5 ` on1u.F-d gmmQ rn - 11 I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 3.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS REPRESENTATIVES I I SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL I LIMIT OF MODERATE �' , N86°40;00"E - \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY FROM ALL THREE PRIOR TO BACKFILL. WAVE ACTION 4 50.00 1%11P IPF - \ DIRECTION.BASED UPON A CAREFUL AND THOROUGH ST,lJ13Y OFTHE SOIL, 4 SITE AND GROUNDWATER CONDITIONS,ALL LOTS,A�ROPOSED,CONFORM 4.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OFA I I { - - TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL �SERV.ICES CONSTR�JCT'!pN I STANDARDS IN EFFECT AS OF THIS DATE." ;:;;*;J I='L�%°$L FUJICLEAN USA REPRESENTATIVE. +s.o7 ' l sK,:, i e<`�="%g i\ TEST HOLE ''` ° Zoe` ; to 1 5.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE j r +4.42 w 0 - i F �<," s K -<• x�� x a `" " " o BY Mr-DONALD 6EOSGIENGE 4 4 - PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY o ` DATEI 06/26/20 ' Fine G`T"� ra6Eq n-1 DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS EXISTING SANITARY 1v I. ' , REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY WITH SCDHS o Lot 4 529 N ,r ` ✓ ' � / " `�. ,r f $ STRUCTURE TO BE ABANDONED I O Lot 3 'I o �� ' Ci 0.01 IN ACCORDANCE „°•,. ; MIXED SAND, f SANITARY CODE. SPECIFICATIONS N 1 LOAM, HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n M 't` 4 ' GRAVEL Lot 2 ZL�NE AE(E' -T} ,� THOMAS C.WOLPERT, N.Y.S.P.E.NO.61483 6.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). _ PROPOSED 2 ( 46.02 �*@ x , » , 10. o Lot 5 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �� I STORY FRAME `= M. ZONE AE(E'-6) 7.LOT NUMBERS REFER TO SUBDIVISION OF"FLEETWOOD COVE" I I HOUSE& �', #6 ' 510Y ' < � 542 GARAGE �. i I ' SANDSURVEYOR'S�C�ERTTFTCATIO 8.PROPOSED FILL VOLUME=APPROX.254 CY -� a 20/V £ a o (6 BEDROOMS) ', . Fq�r s FFEL=10.0 j 99 ;T1 GW EL=I.O 4.6 (�� i *6.5=PROPOSED ELEVATION I (F�-6 �? o GFEL=9.5 I r- i ►KATER IN *WE HEREBY CERTIFY TO DAVID C O R C O R «c.k" IAR:E fV': 1`10 BROM 51LT1' C OR C O RAN THAT THIS SURVEY WAS PREPARt6'1l ACCORDANCE WITH +4.70 =EXISTING ELEVATION I NF �„„ � �• � � - � � 1 BAND k to N 1 l 18 z LF#2 -s O _ THE CODE OF PRACTICE FOR LAND SURVEYS ADO F D 9Y'THE NEW YORK., ('4 I i 4 '� '� �,�r;Tea ` } rr.;:.> 10'10 I 1 (sM) 6.0' STATE ASSOCIATION OF PROFESSIONAL LAND YR OPS 4 I T+e V' .. _ -CECT. 3'deep < t0 z o WATER IN C4 A s LF#1 9.4' - D n PALE BROAN S ± ADJACENT AREA LOT C-OVERASE l0'O ---�- 61.6' o Q' o I 3 FINE 5AND r i G: hr O i ars 'A ).ril)it7 ^•, `= 1 v ) 1r''.'' 7 tl/ Ln I a 3'deeP 1 .!;°.' c➢A hit: > .{. O ADJACENT AREA ■ 28,5-q6 50.FT. I #7 --- - £ { .. +', I J()`.=":.,ni57 2' %�J25.4' _' (p `' (�, f .� I i i 9 1 Q' 8. C N 's 13.0' • i. n t J EXISTING =r r- 7 -------- - i 1/_ 4 ,r I STORY FRAME HOUSE =756 SQ.FT. =2.6% S I R B 3D `" _2 ?4`- S' t, I T^ Jr f 3 `j FRAME GARAGE =490 SQ.FT =1.7% c I IPF 5761- q�+ -i I+`= 26.0 ° - 3 HIGHEST EXPECTED �• WOOD DECKS =346 SQ.FT. =1.2% a I I u:pI;?r.} i S"{ 4.87 HOWARD W.YOUNG,N. .L.S.NO. 893 2.70 1 GROUNDWATER EL=1.0 \\ LAND BREEZEWAY =80 SQ.FT. =0.3% I EXISTING FRAME I w " ��� PROPOSED 3' 1 OUTDOOR SHOWER =18 SQ.FT. =0.1% i E ,a sr o a HOUSE&GARAGE TO f'HIGH BOULDER m CO!1 CO g E f VI p � � � 4 o I BE REMOVED I RETAINING WALL <o I , TOTAL=1,690 SQ.FT. =5.9% ITT �' i ^� ^ H SURVEY FOR PROPOSED I I 11 ' -5'min LF#3 J I v 11 15.0I ;i DAVID CORCORAN 2 STORY FRAME HOUSE GARAGE =2,8615Q.FT. =100% I r• BLOWER w i. 2 10'0 f £ 5.69 Atx FRONT PORCH =252 SQ.FT. =0.6% I * ro TEST i 3 dee 'A 2 ss I #8 , WOOD DECK =902 SQ.FT. =3.2% A a.7 r HOLE P 1 1 m - m t►:*s z $r I ; 3:, /9p* p>� --�_ � • , a� 4BW KAREN CORCORAN TOTAL 4,015 SQ.FT. -14.0% I I 4.70+ 4o / 1 I :�rT1 1 ' `" >o ' 5 2021 - ,1uc� 1 LOT 3 & 411FLEETWooD covE1� E , I 'S { 1 m PROPOSED 1 CONTROL PANEL * ' ;,OWTS l VENT -4 1 `0� •80 , at Cutchogue, Town of Southold o I bD1 11 £ GRAVEL Aw I i ,o 1 8.5• : DRIVEWAY co o DB e �� m N PROP.ELECTRIC Suffolk County, New York g a, (31 ' C4 I I l F r�6.6 I SERVICE EXISTING STONE 6.6 I_1Il * F N EARTH DRIVEWAY TO 4'41 �� r� D 1 I �! REPLACE EXISTING WOOD 1 BVIL�ING PERMIT SURVEY I I BE REMOVED (� (� N 1 1_:1 0 a I 1 1'1 g EL=6.0 RETAINING WALE.WITH 1 C3 -y PROPOSED AREA OF FILL I j 1 I 1 LDER WALL i o 7,250 SF) J I_I MR CMF STONE BOUI County Tax Map District 1000 Section 137 Block 04 Lot 15 G11�� 10 00 w 8.31 FIELD SURVEY COMPLETED MAY 26,2020 _' + 51:50 It '. 0 g6, MAP PREPARED MAY 27,2020 349.83' s 23 • N86°4o'oo'E EXIST7NG&ASMAIN 398x\ Record of Revisions F LE E TW O O D ROAD +B BD I EXISTTIG WATER MAINN W W REVISION DATE --W -W W WV FEMA LINE JUN-03 2020 LOT COVERAGE �`°' BLDG PERMIT DATA (Dwelling) �,r- JUN 22 2420 EXISTING IY + v ADDRESSED NYSDEC COMMENTS JULY 22,,2020 1 STORY FRAME HOUSE =756 SQ.FT. =2.6% (Dwelling with Public Water) O�F i 6, NON-TURF hNON-DISTl1RBANCE NOV.17.2020 FRAME GARAGE =490 SQ.FT. =1.7% (Dwelling with I '"9� Iz NYSDEC&TRUSTEES NOV 3 �mn N WOOD DECKS =346 SQ.FT. =1.2% I 9�� 1 �Lo SCDHS NOIR(AUG.7,2020) $ BREEZEWAY =BO SQ.FT, =0.3% Public Water) \ PROPOSED SANITARY SYSTEM � h TAN-12 2021 o OUTDOOR SHOWER =18 SQ.FT. =0.0% \ I/A OWT5 W/LEACHING GALLEYS �Oti� ���6J 1 �io� .r NYSDEC(FEB.25,2021) MAR.12,2021 •� GENERAL AMENDMENTS JUNE 14 2021 m TOTAL=1,690 SQ.FT =5.8% 1 PROPOSED 40 0 20 40 80 120 2 STORY FRAME HOUSE d GARAGE =2,861 SQ.FT. =9.8% oFRONT PORCH =252 SQ.FT. =0.9% OL WOOD DECK =902 SQ.FT =3.0% (Dwelling with �j 1 Scale: II' = 40 Public Water) 1, 1 JOB N0. 2020-0037 TOTAL=4,015 SQ.FT. =13.7% � \ 1 DWG.2020_0037 by 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NFW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE WD ARE NOT TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION OF FENCES.(5)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.727.2303 fax. 631.727.0144 odmin@youngengineering.com i 0 4 Howard N. Young, Land Surveyor _ Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer e� Robert 0. Tost, Architect t� W E N87042'10"ERobert 5tromski, Architect 29.99' N79°30'26"E Y" 8.23' TIE LINE ALONG SITE DATA &P- MARSH GRASS 3 511°11'0111P' N13°07'26"E AREA - 29,239 5 FT, 19.15' 9.44' 2°43'4 " 11 11 4 N80°55'10"E '"�1 11 N5 1C E SUBDIVISION- FLEETWOOD COVE FILED IN THE OFFICE OF THE CLERK OF 5.91' 0'82' SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO.1263. off, *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD INSURANCE RATE MAP PANEL NO.36103CO164 H LAST DATED SEPT,25,2009. CIO \` � WOOD _ BULKHEAD ` am GR NON-DISTURBANCE AREA #2 r43 qSS / -NRF In � \__ ♦\ O N— \ r#4 LANDWARD LIMIT OF TIDAL WETLAA"DSAS I TIE LINE ALONG W O \ _ DELINEATED BY GLENN JUST ON MAY,13,2020 WOOD BULKHEAD #5 s F fI'1 ®N86°40 00 E,. I LIMIT OF MODERATE E \ WAVE ACTION k SO,OO' 11 IPF I � I ,pP I { rzcaorR I tER �tl f6wr11TTI 0,( Ws I ' _ I p { N I o O I s (V o Lot 4 i Lot 3 o { .. fj O IN T I Lot 5 {N m Lot 2 � zN�E AE #6 (EL-7) IL I i ZONE AE(EL-6) { o I D g mg $ NFq ' o 2o >s I (4'4 6� �? o i o 2pNF { SURVEYOR'S CERTIFICATION r I 3 I _� { A, p T p o *WE HEREBY CERTIFY TO DAVID & KAREN i I 0. o L D+ C'C O R C O RAN THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH C11 I i I - N --3 ' 1 THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK j ; I 14 0, 0 27.0' t 1B.0'N o i {� STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.- 31 I CONC.FOUNDATION i I — IPF 1 ro 15.7' 26_0' * _ 3 S, I 04 i i I L 13.V 12.3' 2.3' 17.0' CD FIT C7 ko 55 C 1 I _ HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 .. I i m r 15.0' 23.1' v { I — 1 #9 i 1 A I I 3 p I SURVEY FOR N DAVID CORCORAN & Q I I N G oil, 'I ,, ;f N I 1 KAREN CORCORAN i e I P vi � I II {� LOT 3 & 4 "FLEETWOOD COVE"'y I I ' CMF 1 at Cutchogue, Town of Southold Suffolk County, New York 6°40�00LLW � I 100.00' .S8 Ni g e., s..•.. q.' s 349.83' N861 40'00 E FOUNDATION LOCATION SURVEY FLEETWOOD ROAD Q �E.tlN County Tax Map District 1000 Section 137 61ock 04 Lot 15 FIELD SURVEY COMPLETED MAY 26,2020 o OtiF { MAP PREPARED MAY 27,2020 '0*%` Record of Revisions 42�\ ` �- 6J ':':, '; (I ( S r REVISION DATE 4 FEMA LINE JUN,03,2020 BLDG PERMIT DATA JUN. 25-2020 DEC 1 Q202 ADDRESSED NYSDEC COMMENTS 7ULY 222020 NON-TURF&NON-DISTURBANCE NOV-17,2020 -y NYSDEC&TRUSTEES NOV.23 2020 OISOUTHO'D SCDHS NOIR(AUG.7 2020) JAN.19 2021 NYSDECFE( B.25 2021) MAR,12 2021 S \ t GENERAL AMENDMENTS JUNE 14 2021 o ` REVISE SANT NOV,17,20-21 } FOUNDATION LOCATION SURVEY NOV,17 2021 40 0 20 40 80 120 J a Scale: 1" = 40' JOB NO.2020-0037 DWG. 2020_0037 foundatiorjoc 1 OF 1 r - Generated by REScheck-Web Software Compliance Certificate Project Corcoran Residence. Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,795 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Fleetwood Road Karen Corcoran Chuck Thomas Cutchouge, NY 11935 P.O. Box 877 Jamesport, NY 11947 516-702-3519 cdthomas63@aol.com 'Compliance: Passe's usirtg'.UA trade-off Compliance: 4.0%Better Than Code Maximum UA: 1032 Your UA: 991 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to.compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,041 49.0 0.0 0.026 79 Wall:Wood Frame, 16"o.c. 5,132 21.0 0.0 0.057 201 Door 1: Solid Door(under 50%glazing) 244 0.350 85 glass doors: Glass Door(over 50%glazing) 344 0.300 103 SHGC: 0.30 Door: Glass Door(over 50% glazing) 87 0.350 30 SHGC: 0.35 Window: Vinyl Frame 923 0.300 ' 277 SHGC: 0.30 garage wall: Wood Frame, 16" o.c. 1,220 21.0 0.0 0.057 66 Window 1:Vinyl Frame 54 0.300 16 SHGC: 0.30 Floor: All-Wood joist/Truss 3,041 21.0 0.0 0.044 134 Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 1 of 10 r Compliance Statement: The proposed building design described here is ,o.. �St��. �t�i �� e'n rg specifications, and other plans, calculations submitted with the permit application.The proposed build' g4, . be� des' e,��toCj,eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re" rt � ,ents,li e in'fhe R-ESrcheck Inspectio Checklist. Name-Title Si ture' r Dat Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Pre-Ins actio Plans Verified... Field,Verified # p n/Plan"Review Complies? Comments/Assumptions- &keq.ID - . ,. ., V . . Value 103.1, ,Construction drawings and ; tt";:.. a E❑Complies 103.2 documentation demonstrate ` ❑D oe t s Not [PRM ;energy code compliance for the f. I building envelope.Thermal `p;}❑Not Observable envelope represented on `` " ❑Not Applicable = construction documents. 103.1, ;Construction drawings and IF ;❑Complies 103.2, !documentation demonstrate UDoes Not 403.7 :energy code compliance for i [PR31? ;lighting and mechanical systems. ; ,` - .-,,'[]Not Observable ;Systems serving multiple :` )❑N'ot Applicable r dwelling units must demonstrate ;compliance with the IECC ,Commercial Provisions. Heatingand cooling equipment is; Heating: i Heating: ,❑Com lies 99 9 P sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PRZI] '",`;]on loads calculated per ACCA " Manual J or other methods Cooling: Cooling: !❑Not Observable approved by the code official. s Btu/hr ; Btu/hr ❑ i Not Applicable = • � t Additional Comments/Assumptions: 11 High Impact(Tier 1) `;2.: Medium Impact(Tier 2) <3' Low Impact(Tier 3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 3 of 10 Section] # 11=oundatiori Inspection Complies? Comments/Assumptions & Req.ID `,:,A protective covering is installed to ❑Complies [FOla]?<<. `=protect exposed exterior insulation ;❑Does Not E and extends a minimum of 6 in. below °; ;❑Not Observable .,,, grade. !❑Not Applicable 4'03'.9 Snow-and ice-melting system controls;❑Complies ["FQ142jz;ry -installed. ❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: i 11 High Impact (Tier 1) =2'1 Medium Impact(Tier 2) 1-3-1 Low Impact(Tier 3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing /Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.lD 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 3 ; ❑Not Observable �❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products` ❑Complies ; [FR4]1 ;are determined in accordance s UDoes Not s ;with the NFRC test procedure or 10 ;! f❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's !❑Does Not instructions. ❑Not Observable #❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 r` COO or has infiltration rates per NFRC 'E]Not Observable i 400 that do not exceed code ❑Not Applicable limits. i I 402:4:5:<;";dIC-rated recessed lighting fixtures '.❑Complies '[F.R16.,1 n .sealed at housing/interior finish UDoes Not sand labeled to indicate :52.0 cfm ! j leakage at 75 Pa. ;❑Not Observable " j❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;❑Complies [FR12]1 :insulated >= R-8 where duct is ;, ;❑Does Not ; >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and' ❑Not Observable return ducts in other portions of ;❑Not Applicable ;the building insulated >= R-6 for t ; ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;,Ducts, air handlers and filter ;❑Complies [FR13]1 :boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as: ❑Not Applicable i applicable. E " 403.3.5-- :,,Building cavities are not used as i❑Complies [FR1S]3'•• sducts or plenums. I❑Does Not -' ' ❑Not Observable 3 '❑Not Applicable t 403:4'- I HVAC piping conveying fluids ; R- R- ;❑Complies , [F,R17]3above 105 OF or chilled fluids ; ; ;❑Does Not below 55 °F are insulated to >_R- ; ;❑ 33 Not Observable ; ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ! ;❑Complies [FR2411 piping. EDoes Not i -;❑Not Observable ` s❑Not Applicable -,4.03:5.•3';;;°Hot water pipes are insulated to '. R- R- ,❑Complies [FR1812'" , >_R-3. ;❑Does Not p"... ,❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 1 -3,1 Low Impact(Tier3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Frarning-/Rough-In°Inspection Value Value Complies? Comments/4ssumptl6ns & Req.ID 403:6 ":`Automatic or gravity dampers are; ❑Complies [FR191 ; )installed on all outdoor air ❑Does Not j intakes and exhausts. i ❑Not Observable #❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ;2", Medium Impact(Tier 2) 3- Low Impact (Tier3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & RegJD• 303.1, , !All installed insulation is labeled +❑Complies [IN13]2, i or the installed R-values ( ❑ t ;e ( Does Not provided. J 1 . ;❑Not Observable i❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- :❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 lin substantial contact with the I i �Ql ;underside of the subfloor, or floor IONot Observable ;framing cavity insulation is in ! I❑Not Applicable I contact with the top side of ;sheathing, or continuous j hnsulation is installed on the I underside of floor framing and I I 1 extends from the bottom to the I ;top of all perimeter floor framing members. } 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ❑ Wood :❑Does Not :table for values. 402.2.6 wall insulation on the wall ',❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation :requirement applies (FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 ,Wall insulation is installed per ;❑Complies [IN4]1 !manufacturer's instructions. y❑Does Not J❑Not Observable J❑Not Applicable I Additional Comments/Assumptions: 11 High Impact (Tier 1) [,2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions Reg & JD Value Vague 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 3 Wood FWood :❑Does Not ;table for values. 402.2.2, i ❑ Steel E] Steel 402.2.6 ❑Not Observable ; [FI1]1 ; :❑Not Applicable { 303.1.1.1, 1 Ceiling insulation installed per ,❑Complies 303.2 :manufacturer's instructions. J :❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable l ' ,❑Not Applicable 462:2:3`.;;gVented attics with air permeable ❑Complies F[:F122]2',__ insulation include baffle adjacent It, ❑Does Not to soffit and eave vents that r" extends over insulation. ;❑Not Observable ; I i ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the !❑Does Not }adjacent assembly. i ;❑Not Observable '❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ❑Complies [F[17]1 ach in Climate Zones 1-2, and ' !❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ! i❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 :F-]Does Not !either: Rough-in test:Total leakage measured with a `❑Not Observable ; !pressure differential of 0.1 inch ' UNot Applicable iw.g. across the system including ! ' ;the manufacturer's air handler ! a enclosure if installed at time of ; test. Postconstruction test:Total a :leakage measured with a ! pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air ; handler enclosure. ! , 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or ; ft2 ft2 :❑Does Not ! !<=3 cfm/100 ft2 without air ! ! handler @ 25 Pa. For rough-in ;❑Not Observable ; ;tests, verification may need to ❑Not Applicable !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated .' . ;❑Complies [FI24]1 !by manufacturer at<=2%of I❑Does Not design air flow. t J❑Not Observable [ ;❑Not Applicable 443-.IJ.,:;i:;i Programmable thermostats ` ;❑Complies installed for control of primary }❑Does Not s l heating and cooling systems and y initially set by manufacturer to }❑Not Observable code specifications. " ' '❑Not Applicable 4.03 Al'Z". ii Heat pump thermostat installed }❑Complies '. on heat pumps. =❑Does Not ! °p`p [:]Not Observable t` ;❑Not Applicable `4015-:Ir! Circulating service hot water ? UComplies systems have automatic or i❑Does Not accessible manual controls. ; 3 ;❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 • Medium Impact(Tier 2) 3: Low Impact(Tier3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Corrsments/Assumptions & Req.tD 403,6:1'- ',All mechanical ventilation system i E❑Complies [FI25]2 )fans not part of tested and listed 1 1❑Does Not HVAC equipment meet efficacy S ; !and air flow limits per Table UNat Observable R403.6.1. i❑Not Applicable 403;2" Hot water boilers supplying heat i ;❑Complies [F12612' through one-or two-pipe heating f ❑Does Not systems have outdoor setback -:❑Not Observable 1 control to lower boiler water 'temperature based on outdoor ;❑Not Applicable ; 'temperature. 403.5.1.1: Heated water circulation systems ; ❑Complies [F[28]2 :.'have a circulation pump.The ❑Does Not =system return pipe is a dedicated 1 ; z ❑Not Observable 3 return pipe or a cold water supply; pipe. Gravity and thermos- ;❑Not Applicable 'syphon circulation systems are not present. Controls for ;circulating hot water system 1 pumps start the pump with signal! for hot water demand within the i ;occupancy. Controls ' } I automatically turn off the pump ,when water is in circulation loop 'is at set-point temperature and no demand for hot water exists. i 403.5..1.2°j Electric heat trace systems ❑Complies [FI29]2 'comply with IEEE 515.1 or UL i 1❑Does Not j 515. Controls automatically 1 1 adjust the energy input to the ❑Not Observable heat tracing to maintain the r UNot Applicable idesired water temperature in the 1 piping. a .403.5.2 'Demand recirculation water '❑Complies [F130]2 . s systems have controls that j❑Does Not manage operation of the pump and limit the temperature of the F❑Not Observable i water entering the cold water ❑Not Applicable !piping to <= 1049F. ; 403:5.4 °;Drain water heat recovery units ;❑Complies [F131]? tested in accordance with CSA ❑Does Not I B55.1. Potable water-side pressure loss of drain water heat I i❑Not Observable recovery units < 3 psi for ENot Applicable individual units connected to one j or two showers. Potable water- } ;side pressure loss of drain water heat recovery units < 2 psi for I individual units connected to 1 :;three or more showers. ; 404.1 90%or more of permanent ; ;❑Complies [F16]1 fixtures have high efficacy lamps. '❑Does Not ;'•❑Not Observable 3 ❑Not Applicable 404.1.1_ ;Fuel gas lighting systems have ;, Complies [F123j3_ no continuous pilot light. UDoes Not ; 1 ,❑Not Observable ; :❑Nat Applicable 4:01.3: ;Compliance certificate posted. '❑Complies [W]2 a I =❑Does Not j ❑Not Observable i❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3-1 Low Impact(Tier 3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 9 of10 SectionPlans Verified. Field Verified # Final In Provisions Value Value Complies? Comments/Assumptions & Req.la 303.3 Manufacturer manuals for 3❑Complies [FI18]3 mechanical and water heating # i❑Does Not systems have been provided. ( i } )❑Not Observable t ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2, Medium Impact(Tier 2) 1,3'1 Low Impact(Tier 3) Project Title: Corcoran Residence. Report date: 05/25/21 Data filename: Page 10 of10 2018 IECC Energy �(j I Efficiency Certificate 'Insulation Rating R-Valu,e Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments a THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. - Y $ rI $ PLAN REVISIONS ; 2 1 /. : : F4 31'-11" 18'-6" 10- 16'-5" 2'-7" 8'-6" , ARCH ITECT ADD WRAP AROUND 4R STEPS TO GRADE 12'-0" :- UP REVISIONS D E S C R I P T ION 2R ADD LANDING AND STEPS _ 20) 9/28/22 MUD ROOM ENTRY STAIR TO GRADE4,_0„ 11 t1" 11" 6'-6- 11" 11" 11" 1 4'-10 " 7 AS BUILT CONDITIONS = 3'-0" 0 0 TDOOR SID o 23'-10" ig-Tie OWER ENTRY M s"xs" ACO POS S HOLD DOWN) N " X 4"MAHOGANY (2) 446 I FWRAP w/ 1'xs SHOUT. SEE DETAIL ® A2) DECKING TE P EGR SS AZEK -- -- 7'- 7'- 0 10'-8" 3 -14"MICROLAM HDR Fill OIIII O GGYPP.BIVIDE D. ON CEILING TYP `" O \o 125 CFM EXHAUS BATHROOMT I o ABOVE FURNACE FOR AT M d FAN TO EXTERIOR 2"X1 Q" ACO DJ. I 1 1 LEAST 3'-0" ON ALL I 2'-6" d 1 _ I _ SIDES AS PER N.Y.S. CODE — N = (3) 14" MICRO LAM m MECH ROOM ® 16" O.C. o 11 in 0 � N FLUSH DIRECT VENT Q`-DETECTOR O— SMOKE tl-=U CRY CLOSET 3 0p w w _ O GAS BURNER PROVIDE TILED SHOWER PAN 2080 W > O 1 1 W/DRAIN O WASHER, I KING SIZE m O .I M W j 1 PROVIDE TRAP PRIMER O 8'-4" 2'- " BED o 01 m Q z = z DRAIN. VENT DRYER TO a O U w p00 = ¢ I I I w e 0 34'-11" HWH ExrERLDR o = to o a Q o = x I BATH I-- 00 m o a o- = 3080 i� 125 CFM EXHAUST I tal I a tD I ¢ -� O O O tD (n [O A- cv o r v I W J lJi J J I FANTOEXTERIOR p = LL J O o w n ? M 1M 1M w v v =o °° M 1 O U 1 C` ¢1 ¢ ¢ BUILT IN O , Ld V) J 3 CAR J J BEN H N I- 0 0 o UP BEDROOM = z " GARAGE 0 ' MUDROOM-/LAUNDRY SMOKE _ 00 _ - O =O BUILT RIS M LAUINDRY/MUDROOM PER OWNERS = S SMOKE Q DETECTOR O (O O M SON DETECTOR O co 1 HR. RATED I= I= I `r _—CARBON = 3ti" HIGH RAIL PER N r� Ca, N M N a �1 5/8" TYPE X SHEETROCK ih 1 ©--MONOXIDE of 1 0 W M WALLS & CEILING ,^ M o DETECTOR 80 N BBQ ~ EPDXY GARAGE FLOOR 3080 4" o " 15'-8" 14'-6" 5'-6" Ci M 3 14" ML ��-- - - - - - - - -� 1 � - - - - - - - - -� 1 �-- - - - - - -1- - - -� 5'-4'� LINE OF x II Il II II II II 3056 3056 0E 1 2'-0' WALL — _ _ _ _ — — BABOVEY 36" HIGH RAIL PER NYS CODE EGRESS = EGRESS JI -I 26BO I OVENuj II �; " MAHOGAN � W M 3080 ®_®_ _ 38'-3" DECKIN I CRAWL ACE o M ACCESS v a to N W cp M I I I I I I I I I I I I ,NAS AiR O n LO /1 (� W II II II II II II r 6'-3" 6'-3" C14 — — — KITCHEN p 0 �1 J II II (3) 14 MICRO LAM FLUSH II 1 II n/ a ro I0 '^\ r. 12'-6" to w � �� I o I' D -I�' 1 w 5'-4" 5'-0" 4'-0" =N II I�.1 �II � I�. j II _ 1�^ _ J� 2' 0" 6 rn CV » 6 » 6'-3" 0 3 z — — „ n M ® 0 (3) 14 MICRO LAM HEADER s O (3) 14 MICRO LAM HEADER (3) 14 MICRO LAM HEADER i �o � 6'-0 16'-0" ¢ io O -- - $ U)En� .. 2680 x ® 4 zap iv `O 4 I N I C' DW � O _ PANTR ISLAND _ W L_ _ — _ — _ - - - _ — � OW t0 O BULTMS LINE OF BALCONY ABOVE o m 7'-0" 10'-6" 10'-6" 11'-3" z -4- W 39'-3" �O0 N � In Z SEE DETAIL F 4' O" 0 DOW LAYOUT 7'-6" O WINE O 0 = a cc M j� 8"X8" COLUMNS — I REF. I co WOOD DECK to O 3 11 7/8"ML HDR MAKER N N I N Z O 1 2 io ;n p DECKING =O O $ _ X' X 4" MAHOGANY SMOKE 5'-0" ff DETECTOR ,d. I O h' to > / O 1 14" TJI JasTs 560 SERIES I " �' O 8"X8" ACO POST ® 16" OC. a O = WRAP W/ 1"X8" o 0 0 00 N O T E S: co AZEK 1 1- 2"X6" CJ RADIANT HEAT FOR FIRST FLOOR. FLOORING WILL 16" O.C. ,� „� __ L - J L _ J L - J _ J 00 O BE TILE BUT LOOK LIKE WOOD PER SELECTION =1 W W m _ w = _ _ DINING O = , OF OWNER. N z �' N J c� W w o _ _ I- - � I O I1 F U rf RADIANT HEAT IN ALL BATHROOMS. 04 _ ~¢GO O *:t 1 U U 3080 Li '$1M FORCED AIR FOR SECOND FLOOR �v a v1 CK Q O � v v O O D O / 1 = I0 a U u FULL HOUSE GENERATOR (22KW) I O v VJ VJ 1— a C O cD co Z =0 6"X6 POS 1 1 8"X8" COLUMN N 7'-41" � X 5'-6" 15'-6" 5'--0' k " 1R" ML_IIPRFT INTn FI Qa — _ — — — -- —FRAMtNC-TEEHO-EACH-JMT - _ (3) 11 7/8 ML HDR _ _ _= T r 3 -14" MICROLAM HDR x , 510 CLOS T N I I I I G ESS I I I 8"X8" ACQ POSTS N I I I I I WRAP W/ 1"X8' 3'-0" 2'-0" 6'-0" N W 111 1 AZEK - - - - - I I — — - - - - I I - - - - �� 1 ) �W 11 0 W = a 1 0 'to1 Ito '�`' I I I I W W 1 I> ci IDD � 1Q I I W 41Im I, J ¢ = z I �1 Io � o 0 I I I I �, 0 o ° 0 I to ® a `J'� 0 \ J m' I �I110 � ® � I I r R 0 OAM I I o COVERED I Io log iA M M w = "�( P MAHOGANY v1 (W I W ") I i F v I COFFERED DECKING Z „, I Z J = 1 1 � i i CEILING I I n111J 1 (J 1 - - I— — — — —I I- - - - 1L_ - - - - -- - - - - - - - - - — I I I y 3 —,� N I I I I 3 Charles M. Thomas 1 1 1 1 22'-0" I ' I a r c h i t e c t gas (3) 11 7/s"ML HDR I I I selection fireplace laceowner I I 1 I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 per 4 -14 CROLAM HDR 36" HIGH RAIL PER NYS CME 34510 (- 0 34,510 - 7-0 PROJECT EGR S I EGR SS 5'-9„ 5'-0" Simpson Strong-Tie HDU (CORNER HOLD DOWN) (TYPICAL THROUGHOUT, SEE DETAIL 0 A2) 11'-0" 5'-3" 12'-6" 5'-3" 23'-0" 20'-0" FIRST FLOOR PLAN FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR: 1956 SQFT TOTAL: 4794 SQFT DATE: 5/25/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [&-M-FO_0_1 30F8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. RED CEDAR SHINGLE ROOFING (5 )� EXPOS) ON 1"X3" LATH EACH WAY OVER 15# ROOF FELT ON 1/2' COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS @ 16" O.C. I � �f ARCHITECT 'lI FTIP O 0 RED CEDAR �L� RED CEDAR REVISIONS D E S C R IP T 1 0 N SHINGLE ROOFING A 51 SHINGLE ROOFING 6 12 12 12 10 10 4" CORBLES 10 4" CORBLES III Jill III i� 9'-0" PLATE HEIGHT r \ -- RED CEDAR SHINGLE ROOFING 8'-0" PLATE HEIGHT � -- � _ WTR 015 - T 3 `\ W 5 T.O. WINDO WS ® \ (� F E CE AR HINGL Sjj __ -- _- TWO COATS OF GRAY STAIN T.O. WINDOWS AM o CULTURED ST � I 711 .N � o VENEER CHIMI 1846 3046 1846 2446 30410 1846LG-REs 1846 rI� TEMP J EGRESS - — l I � 2446 C 1" X 8" FAS W/1"X2" O0 Ji ED EAR HINGL S � TWO COATS OF GRAY STAIN STANDING SEAK STANDING SEAM COPPER ROOF T.O. SECOND FLOOR COPPER ROOF 2446 10'-0" PLATE HEIGHT - ----- -- -- -- - -- T.O. SECOND FLOOR RED CEDAR SHINGLES TWO COATS OF GRAY STAIN 1"X 10'-0" PLATE HEIGHT — �� BOARD p ❑ TR 01 W 34 0 TR Ot ❑ - ❑ T.O. WINDOWS _ LINE OF STAIRS ❑ Ol INSIDE l 2446 5/4" 'WINDOW TEMP o & DOOR SURROUNDS (TYPICAL) j 2446 3056 3056 3056 I EGRESS EGRESS EGRESSLd Ll �r--�4r ,24510 24510 8"X8" ACQ POSTS o WRAP W/ 1"X8" ^� - AZEK SWEEP SHINGL10 _ -1 Y Ln F� OVER STONEJ ° VENEER E E A HINGL I - -� "I n TWO COATS OF GRAY STAIN FWG 6080 T.O. FIRST FLOOR EL. 10.0' � W � T.O. PROPOSED GRADE EL. 9.0' . FIRST FLOOR \ CULTURED STONESEE DETAIL FOR WINDOW LAYOUT FRONT DOOR UNIT PER 8"X8" ACQ POSTS WRAP W/ 1"XS" W r VENEER SELECTION OF OWNER NOTE: PROPOSED GRADE EL. 9.0' T —� AZEK PROJECT (LOCATED IN FLOOR ZONE AE 6 O rE F R 0 N T E L E V A T 1 0 N PROPOSED FIRST FLOOR ELEVATION = 10'-0" > I ❑ SCALE: 1/4" 1'-0" STAIR WALL WINDOW PLACEMENT (� 1 = �� —_• IO SCALE: N.T.S. OCCUPANCY OR 0 (1 z r � USE IS UNLAWFUL 0 1YITI BOUT CERTIFICATE Z 00 Ll OF OCCUPAi`�CY Q I - APPROVED AS NOTED � � ❑ i '�, =I -- IIIHillDAY�. (p'17 B.P.� � � 0 a Gc�Mf'L`l WITH ALL CODcS Oi= O --'��-- FEE: BY: rl- O - NOTfFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES � I ' - -� TO 4 PM FOR THE 765-1802 8IAS REQUIRED F l41 U RED AND CONDITIONS O° ❑ ❑ FOLLOWING INSPECTIONS i _ I� RED CEDAR fED CEDAR , SOUTHOLD TOVt"J ZBA �I SHINGLE ROOFING SHIPGLE ROOFING I. FOUNDATION • TWO REQUIRED �---- �. - FOR POURED CONCRETE SOUTHOLD TOWN PLANNING BOARD I Et LLQ UU 2. ROU ;"I! hQ� PLUMBING q-7 L U SOUTHOLD TORN TRUSTEES 3. ( U0 ❑ (n ❑ NS 4. FINAL - COI S�R tION MUST (-�l�'0� N.Y.S.DEC BE COMPLETE FOR C.O. oai7o A 51 - ALL CONSTRUCTK)N SHALL MEET THE RED CEDAR REQUIREMENTS OF THE CODES OF NEW 1" X 8" D D I SHINGLE ROOFING YORK STATE. NOT RESPONSIBLE FOR 9'-0" PLATE HEIGHT°, DESIGN OR CONSTRUCTION ERRORS. w/1"x2" — i 8'-0" PLATE HEIGHT - ,. ',�*'•-�••- BOA -- --- - --- ���"��: ^! •� T.O. WINDOWS I MO�b�iR�a1°t� �+"�� ` ac•+, � e I I CLI S ONE o FP1�tb+'NG 0TIL SURVEY OF FOUNDATION LOCATION VENEER C i o Aw HAS BEEN APPROVED. RETAIN STORPJI WATER RUNOFF 3056 36" HIGH Ai ER NYS CGDE 3056 2456 6" HIGH Al EP NYS C ,DJ11 '2456I m ECREs s 2456 3056 3056 3056 3056 2456 EGRESS EGRESS EGRESS EGRESS n PURSUANT TO CHAPTER 236 .- OF THE TOWN CODE. - DE PLUMBER CERTIFICATION ANN T.O. SECOND FLOOR ON LEAD CONTENT BEFORE 10'-0" PLATE HEIGHT CERTIFICATE OF OCCUPANCY 12" FYPON BRACKETS SOLDER USED IN WATER TRUSS PLACARDING REQUIRED _ Charles M . Thomas ❑ _ ❑ ❑ ❑ T.O. WINDOWS SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. Marc rc .,,„ ®n a r c h i t e c t P LU M B i N G � 7ai- "o Per PO BOX 817 JAMESPORT, NY 11941 (631) 727-7993 3042 PLUMBING WASTE � .:,TER LINES NEED ���'�'�'' � PROJECT 8"x8" ACQ POST 30510 1 24510 24510 24510 8"x8" ACQ POSTS m ?EFORE COVERING 36" HIGH \I F-R NYS CODE 36" HIGH J�A 'ER NYS C�'D �y*t 1r WRAPW/ 1"XS' R S WRAP X8 f+�prow��:�; �.T112� u 11 [till 'juc., SWEEP SHINGLES exterior �' ""� ++�w -- RED CEDAR SHINGLES ❑ ❑ �� n�'A R IdEHTWO COATS OF GRAY STAIN OVER STONE ¢ t l ys� � VENEER ln'�:� lled�f�l3�c^.wed 4* � +�d�. T.O. FIRST FLOOR EL. 10.0' repaired rhell Conform to Ch^pter 172 Q 0 the Town CodC, ? .,' "' nd � c`r�y1: ELEVATIONS GRADE EL. tesvng rcqj`tsje'"' DATE: 5/25/21 E R E A R E L E V A T 1 0 N CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. CMT 2 SCALE: 1/4" = 1'-0" CHK BY. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ' WINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF MEAN DWG No. SNOW SPEED DESIGN FROST DESIGN UNDERLAYMENT HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION ANNUAL TEM I_ 001 _ 00 LOAD (MPH) CATEGORY LINE TEMP. REQUIRED WEATHERING TERMINATE DECAY CLASSIFICATION 1 of s [fSF 130 B SEVERE 36" MODERATE SLIGHT TO 11 YES FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF R-3 31'-6 3/4- FIRST FL. =1,315 SF TYPE V TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF SECOND FL. =906 SF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. t' x 4 > , �n�� (j 1° X 8" FASCIA IIIARCHITECT W/1"X2" OVER '�,,,- ;r" _ r I R D R E C ARI i - REVISIONS D E S C R I P T ION TFFT - e 1 E RED CEDAR SHINGLES ING 0 N TWO COATS OF GRAY STAIN 9'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT T.O. WINDOWS n� 0 36" HI / VEN M Y n I RAIL P 3056 FW70 NYS CO -AXW31 3056 3056 36" HIGH RAIL F!P NYS CODE m � 3046 3046 1Z �� EGRESS EGRESS EGRESS 'r T.O. SECOND FLOOR 6 1" X 8" FA RED CEDAR SHINGLES 10'-0" PLATE HEIGHT W/1"X2" 0 TWO COATS OF GRAY STAIN 1"X BOARD T.O. WINDOWSRED CEDAR SHINGLES ❑ ❑�j��TTWO COATS OF GRAY STAIN 12" FYPON BRACKET _ ❑ o RED C DAR SHINGL o 3 0 56 TS OF GRAY STAI 8'X8" ACO POSTS W/ 111X8.1 I n o - - - - WRAP u J WO CO' m 5/4" WINDOW EGRESS 34510 34510 30510 3F' HIGH RAIL PER NYS -DE AZEK In & DOOR SURROUNDS (TYPICAL) EGRESS j EGRESS EGRESS SWEEP SHINGL ui < ° _ 8'X8' AC POST OVER STONE O WRAP W/ 1"X8" VENEER ❑ ❑ _ ❑ AZEK W o T.O. FIRST FLOOR EL. 10.0' -- o PROPOSED GRADE EL. �.0' 9080 O.H. DOORS 9080 O.H. DOORS 9080 O.H. DOORS f n I ❑ AS SELECTED PER OWNER AS SELECTED PER OWNER AS SELECTED PER OWNER U I CULTURED STONE W 8"x16" SMART VENTS VENEER 8"x16" SMART VENTS I (2MAX 12" ABOVE ADJACENT MAX 12" ABOVE ADJACENT GRA[ S I D E E L E V A T I 0 N GRADE AND MAX 12" ABOVE GRADE AND MAX 12" ABOVE 0 (-E CRAWL SPACE SLAB CRAWL SPACE SLAB ❑ 3 SCALE: 1/4" = 1 '-0" z ❑ o W0 o � uoo . 2 8 5/8D LL ❑ ❑ U U u� 0 _ - AW251 - 0�P L 6 ,2 6 8" 9'-0" PLATE HEIGHT 1" x W/1 X2 - 8'-0" PLATE HEIGHT T.O. WINDOWS 5/4" WINDOW & DOOR SURROUNDS (T Y P I C A L) RED CEDAR SHINGLES b "'"0 24310 30310 30310 TWO COATS OF GRAY STAIN o 36" HCH RAIL PER NYs Cl-,DE 3056 3056 _ 2446 3046 10 3046 EGRESS EGRESS ,21111111 1111111 1111111 1111111 7 T.O. SECOND FLOOR CharlesCEDAR SHINGLEM Thomas - RED S -- --- - - - -- - --- - -- -- -- - ----_'__ - -- --- l .TWO COATS OF GRAY STAIN 1" X 8" FASCIA w/1"x2" ovE10'-0" PLATE HEIGHT M . 1"X6" FRIEZE t F e tF BOARD a r C h I C ❑ ❑ 4" FYPON BRACKET T.°. WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 r I _j PROJECT 0 I RED CEDAR HINGLES b 8"XS" ACO POS 36" HIG 3056 2446 2446 TWO COATS OF GRAY STAIN o WRAP W/ 1"X RAIL PE AZEK NYS COD EGRESSHM I ao 36" HIGH RAIL PER NYS CODE SWEEP SHINGLES IT OVER STONE 7 ❑ VENEER � T.O. FIRST FLOOR EL. 10.0' SIDE ELEVATIONS PROPOSED GRADE EL. 9.0' CULTURED STONE - $ " SMART VENTS VENEER GRADE EL. 6.02' MAX 12" ABOVE ADJACENT 8"x16" SMART VENTS CULTURED STONE GRADE AND MAX 12" ABOVE DATE: 5/25/21 MAX 12" ABOVE ADJACENT VENEER CRAWL SPACE SLAB PROJECT No. GRADE AND MAX 12' ABOVE DRAWING BY. CMT CRAWL SPACE SLAB CHK BY. DWG No. E SI DE ELEVATION FAI- 002- 00 4 SCALE: 1/4" = 1'-0" 2 OF 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 77'�' ti Vit✓' 7 1 x day° Al J 80'-3" ARCHITECT 10'-10" 16'-5" 2'-7" 8'-6" REVISIONS D E S C R I P T 1 0 N 6':747' 4'-101" 71' Ig-Tie OUTDOOR CO' RED o 3'-0" HOLD DOWN SHOWER EN Y 8"X8" ACQ POSIS n /" X 4" MAHOGAN 3 56 GHOUT, SEE DETAIL 0 A2) 0 DECKIN (2TE 4P6 EGR SS �APAZEKI XS' 1 1 I 7'- 0' / 10'-8" 3 -14" M1 ROLAM HDR 00 I I I IoPROVIDE 5/8' TYPE "X" HO E�p Ld y GYP. BD. ON CEILING 0 = / 125 CFM EXHAUSTOI Li _ ABOVE FURNACE FOR AT M FAN TO EXTERIOR LO - LEAST 3'-0" ON ALL I '_ O SIDES AS PER N.Y.S. CODE O N I 2"X10' ACQ OJ. r('-3) 14" MICRO LAM m MECH ROOM = ® 16" O.C. w r O SMOKE w p Ld L10 n FLUSH DIRECT VENT �d LAUNDRY CLOSET 3 O" = p = O GAS BURNER PROVIDE TILED SHOWER PAN 2080 W N O M C7 I I W/DRAIN 0 WASHER, I KING SIZE (n O r - w PROVIDE TRAP PRIMER ® 8-4 2�- BED a o m Q i Z DRAIN. VENT DRYER TO - = O �j w 0 = Q 34'-11 = HWH EXTERIOR I BATH I- CO o ILL, a o = 3084 i� 125 CFM EXHAUST /^\ I Ld I = O J I = J J J J Q DFAN TO EXTERIOP cD M tD m O o _j z z t LL0 ^ `J Q I Q Y = w I I Ell U ' L� °.r O opo c0 QI Q Q BUILT IN 1O U-' 3 CAR J J BEN H N h 'nw8RBEDROOM 3'-0" 5'-6, s'-o" ILO MOf GARAGE � Of MUDROOM /LAUNDRY SMOKE O DETECTOR o c� u o rn o BUILT INS IN LAUNDRY/MUDROOM PER OWNERS = O—SMOKEJF i �' i ( 1HR. RATED I 1= �E�0L1 = I � CARBON ° O t0 OI 36" HIGH RAIL PER NYS COD N CTOR M w N 9 �I 5/8" TYPE X SHEETROCK �° I ©—MawozlDE 11 in WALLS & CEILING ,^ ,^ DETECTOR 2 1 N BBQ o 0 ~ 3 EPDXY GARAGE FLOOR v v 3080 4" Co 2 80 15'-8" 14'-6" - - - - - -� U — � II - - - - - - - - r7 (3 14" M 7 1-IEA6ER'FCCsA, LINE OF 8,11 3056 3056 wZ I 2 WALL _ ® ® ® BALCONY 3s" HIGH RAIL PER NYS CODE \ II II ( II II II II 3'- EGRESS EGRESS z_� I I OVEN I— — _ ABOVE rD — — — ® I I I I I I I I MAHOGAN w l 2680 — ®® 38'-3" DECKIN I CRAWL SPACE o I 3080 — — — i7 ACCESS u I� O D II I I I ( I I I I I I I I V) 0 6 cC - - - WAINSCOTING o M W II I II I I I I I I N - - - IN STAIRWELL ' n M° (3) 14" MICRO LAM FLUSH ^ 6'-3" 6'-3" U KITCHEN a ^ u l J m = 0 `— 12'-s" j II I ui Q Q — — — ^ = 5'_4'• 5'-D., 4'_0. =N II II it II . "II II O d 2' 0' 1' 6' E ci 1 6 6'-3' 0 3 Z — — — (3) 14" MICRO LAM HEADER S o (3) 14" MICRO LAM HEADER (3) 14" MICRO LAM HEADER D:F Fi 6'-0" 11 1, 16'-0" FIC, O ��� _ —o^ H 'to -:-4'. 4 0 S 000 n cn cn .. 2680 f S O N I �O DW O UJI �F- _ PANTR —I ISLAND — - - — — — — — — — — —� 0 u m m — W 7'-0" 10'-6" LINE OF BALCONY ABOVE 10_6" 11'-3" Z m BUILT INS 39'-3" o a _J SEE DETAIL F 4' 0" _ 7� _ _ z W DOW LAYOUT 7—6 I O WINE O = _ _ a E II REF. I 1 ) I� 8"XB" COLUMNT-4 — ' WOOD DECK �° O S S 3 11 7/8" ML HDR MAKER N N I N ^ 1 2 X 4" MAHOGANY 04 Z O DECKING = m t O O SMOKE 5'-0" 6' O`DETECTOR 0) O 10 14" TJI JoisTs 560 SERIES N 8"X8" ACQ POST ® 16" OC. �+ < u O O = WRAP W/ 1"X8" 0 0 a 0 K 0 0 N O T E S: CO 2"X6" CJEO >I I o RADIANT HEAT FOR FIRST FLOOR. FLOORING WILL16" O.C. o W W r; L — J L — J L — J L — J w o I , I O BE TILE BUT LOOK LIKE WOOD PER SELECTION =1 W W I i DINING OF OWNER. N w o LLJ N o M J _ _ _ _ L W . . RADIANT HEAT IN ALL BATHROOMS. `r' U ~a 14 I J** I M `` 3080 — — FORCED AIR FOR SECOND FLOOR o "I Qf z J O o O O FULL HOUSE GENERATOR f22KW) =I zz 20'-10" r U u O Z o,"., 6"X6 POS I � O 0 U) o 8"XS" COLUMN N 7'-4 " N 5'-6' 15'-6" 5'--0' Lu — (3) 1 R" AAL_QPSFT INTQ�I — _ — — — — — — —FRAMING TE-CHO-E*CH—JOIST — — — - — (3) 11 7/8' ML HDR — — —= T 5510 3 -14" MICROLAM DR CLOS T iN I I I I G ESS I I I 8"X8" ACQ POSTS N I I I I I WRAP W/ i"X8" o (A AZEK 3'-0" 2'-0" 6'-0"L to 0 I , I - - � w �I - - - - - - L - - - MW II u, CO 20 Im I I I NI to o IQ w w m I} Q I I In o 0 �I (a o z �I to � 0 000 I m 'o° o 0 � o I�= \I `` R E A o m I too �)I to o ® 3 . I I R 0 0 M I I 0 ® '� �g COVERED to to^ �D v w u_ I X" P MAHOGANY IZ v COFFERED DECKING -71 IZ ^ IZ CEILING , L - - - - - - - - - --j L - - - S o — I I n = ^ — — — — —— — — — — — — — — — M 3 —,� N - - - - - � W I,I , I 0 3 Charles M . Thomas 22'-0" O I I gas (3) 11 7/8" ML HDR I I I fireplace selection per owner I PO BOX 817 JAMESPORT, NY 11947 (631) 727-7993 4 -14" CROLAM HDR 36 HIGH RAIL PER NYS CODE 34 10 r _0 34510 7-O PROJECT ECR SS L I EGRESS 4'-7j" 12'-4j" 7'-7�" 5'-9' 5.-0" 1. Simpson Strong-Tie -ter HDU (CORNER HOLD DOWN) 5'-3" 12'-6" 5'-3" (TYPICAL THROUGHOUT, SEE DETAIL 0 A2) 23'-0" 20'-0" FIRST FLOOR PLAN F I RST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR: 1956 SOFT TOTAL: 4794 SOFT DATE: 5/25/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. IN-F0-073-Fool 3OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT NTH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTI(ONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ' 1 IK. 4.sV \i� 4 J �+�• '== „�-_ ARCHITECT S S 1 2 REVISIONS D E S C R I P T 1 0 N 4'-0" 6'-0" 15'-1" 6'-11" 10'-3" 8'-2" 9'-9" 9'-7" 10'-4" 3'-2" LINE OF WALLS 3046 3046 24-46 3 310 3056 3056 5'-6" BELOW EG ESS EG ESS TEIVIR TEMP 3C 310 24 10 EGRIESS EGR SS �c-IN � SHOWER ___1 --- L- `O 3-6 o I I � 1 - 01'-2" o I o o 15 06 - - - - - - - - - - - - - - - - - - - LAUNDRY SO R IN "� KNEE WALL LINE OF 11'-0" CEILING HEIGHT 36 RHI AIL I z N OTE: E!j BA125 GTHROOMFM T O �UO LAUNDRY CLOSET O PROVIDE TILED SHOW R PANFAN TO EXTERIOR r2070 Z X F Z w J U I J W/DRAIN ®WASHER, LINE OF 11'-0" CH p Z PROVIDE TRAP PRIMER 0 O = O p o d O I m DRAIN. VENT DRYER TO QUEEN Of° w I = Q BATHROOM EXTERIOR BED ®O z w Y } ° Q ° ¢ 125 CFM EXHAUST I BUILT INS IN LAUNDFY ROOM 2G7G 1= a \ Z r" O J d m PER OWNERS SELECTON c w, Z Ld U c e = FAN TO EXTERIOR H-Q CO w = O m w o o ® � Q DO z c° 3 N° o I �I 04 LN CLOSET I CLOSE o�_" "' —j u- a �- U — Z - c) a 00 to ®0) - I O BUILT INS I BUILT INS - orn �e L� Q } w O I-� 1 3 o — BEDROOM Z� m O �- O x O p n 0 O x 00 X N 1 p N f7 4'-10" 6 0 SMOKE J� OI uj W p O 2 _ O`DETECTOR Q.' _z � O N= 'D N o 4'-0" TRAY CLG TO 9'-0"to Q JI N z a M cO IA p n I O W c N SMOKE CX O CO I i c 00 O$ --DETECTOR c0 I Of Q M M C7 I CARBON N W BONUS ROOM I � > _ 'ct M O+—DETECTOR I N ° N 2670 1 TRAY CEILING TO 11'-0" 3070 36" HI OPEN RAIL to SMOKE M O`DETECTOR --- _ U ° 3 56 3 56 0 00 15'-4" iG �j o� o N 10 3'-10" 7'-5" 11'-6" 7'-5" 8'-1" Co N WI I I7 y u� LINE OF 11'-0" CEILING HEIGHT �p — -� — n CLOSE N � "' 2070 BEDROOM 1 LJJ LINE OF 1'1'-0" CH BUILT INS SMOKE N O DETECTOR WINDOW I= O KNEE WALL LINE OF 11'-0" CEILING HEIGHT KNEE WALL SEE DETAIL F WINDOW LAYOU TRAY CLG TO 9'-0" I w Q o 2670 �, d �N o FWG 6070 co I o `j o F III O oc F Z 3 i� I I m BALCONY I o woo N �04 SINGLE PLY RUBBER ROOFING I I o _ VER 45# ROOF FELT ON 3/4" CDX PLYW00 r2 m — — SHEATHING. 9 1/2" ROOF RAFTERS @16"O.C. - QUEEN m (n BED w � uwi i U 1 LINE OF WALLS 3 46 3 46 UNE OF WALLS BELOW 5'-0" 6'-0' 3 S W PITCH ROOF FROM RESIDENCE o 4 0 4 BELOW EGRESS I EGR SS e N ?_ o ^� 36" HIGH FAIL PER NYS CODE N 1 ® 3 N w Z I� c v I v �a I O 4'-1�" 4'-1 1" '- 125 CFM EXHAUST 4'-1�" 4'-1�" N I� FAN TQ EXTERIOR I ^ 2 5'-3+ 5'-3" 2'-10" 7'-2" 2'-6" 4' 0" (0 n O O O I I II w � O LLLL 4'-0" 8'-3" 10'-6" 8'-3" 8'-3" 12'-6" O I I UU O w WAINSCOTING 00 2T_0" o ALONG HALLWAY 0 O '0 ® 1= vZi Q CF)� �— O I 0 ILd w O � � 1 2 I z Z ^0 ® J— ♦ e O Iw M 3 vW TRAY ENTIRE QUEEN U W r 1 SECOND FLOOR o FED CEILING FROM 8-0" WI- O I�j r U N O PLATE HEIGHT TO I CLOSE -6,. 4 N 0- 3 9'-0" UNLESS N O OJ OTHERWISE NOTED. BUILT INS 2070 I o ( 1 A \ r7 O UJ z IJ 2"x10" CEILING JOISTS ® 16" O.C. " O" CEILINGJOISTS ® 1 -6 R-49 INSULATION R-49 INSULATION cO 1 O`DETOECTORKE Oj BEDROOM I N I O 2670 SMOKE C4 d' MASTER 3/4" PLYWOOD DETECTOR N TRAY CLG TO 9'-0" 2'-0" -1 BEDROOM RIP 2"X4" ACO (3 " TO 0") N y" PLYWOOD SINGLE PLY RUBBER ROOFING SINGLE PLY RUBBER ROOFING OVER 45# ROOF FELT HAND RAIL LAG BOLT PER SPEC UP 24" ON REAR WALL AS SELECTED PER OWNER 36" HIGH PER NYS CODE CLOSET O BALCONY DETAIL O RIP 2"X4" ACQ (3 J" TO 0") a N W N 4"X4" DECKING (PER OWNER) o^ O N M LET IN 2"X6" ACQ NAILER a ^ LINE O TRAY CEILING 11'-0" C EIGHT w i7 Til ® 16" OC. GUTTER j 2670 LL o O rn cc I 1TML X16"O.C. QUEEN V Q } c° TECO EACH FLUSH JOIST d0 MASTER BA O O O 0- @ Li CONNECTION 8"X8" COLUMN BOXED 125 CFM EXHAUST •� o r z OUT WITH 1"X AZEK a ° � ® '- O O O o FAN TO EXTERIOR a w 00 REAR DECK } cn � a N ® x co Z ���� COVERED M W I I cq ° N � 0 o m Z o o MASTER (90 LLQ a� BEDROOM J Q m } J Q T J -J L�c O 7 O d SMOKE L) O L� O o I F I O`DETECTOR zo �U Charles M . Thomas 8_°„ CLOSET O TRAY CLG TO 11'-0" O - O U BALCONY DETAIL I o I = � zCL SCALE: N.T.S. 3 \ I BUILT INS ROOM PER I — — — — — — — — — — N I— O N F- S a r C h ' t e C t S OWNERS SELECTION fY � 1 LINE OF TRAY CEILING 11'-0" CEILING HEIGHT U)V) > 2 3 PO BOX 877 JAMESPORT NY 11947 (631) 727-7993 U-)W O U1 o -0" 9'-0" 17'-4" M( ' w O :C4 I � it SHOWER L- PROJECT AX 31 0 (2),3056 6'-0" CHIMNEY I EGRESS 5 oil 16'-0" 2'-0" 9'-3" 18'-3" 6'-6- 36,-0" SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR: 2022 SQFT BONUS ROOM: 816 SQFT DATE: 5/25/21 TOTAL: 4794 SQFT PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 0- 004- o0 4OF8 i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 8 ARCH ITECT e - REVISIONS D E S C R I P T 1 0 N 80'-3" I 72'-0" 3'-0" 5'-3" WOODEN STEPS TO GRADE —� 8"x16" SMART VENTS 3) 2X10 ACO GIftDE MAX 12" ABOVE ADJACENT---- I I GRADE AND MAX 12" ABOVE ° CRAWL SPACE SLAB (TYP) — J L — �j 2X10 A O LEDGER BOARD LAG BOLTED 0 BOX- - -- LINE OF DECK ABOVE oCOLUMN ABOVE—11 X 10" P.C. FOUNDATI WALL �CRAWLSPACE I L _ �- 10" P.C. FOUNDATION WALL I -0" ON 10'x20' POURED CONCRETE FOOTING ACESS DOOR 4'-9„ 9 12 ON 10"x20" P.C. FOOTING TYP• W/(2) #8 BARS CON NUOUS I m W/(2) #5 BARS CONTINUOUS I I � � w o to a J C7 Q Wa IYO 10 N Z I l m O O IQ w l 10" 34'-7" 11 43'-0" to �i¢ 10" I J 2"Xt0" ACO. DJ. I °' Ln ® 16 OC. " 0 0 N I I M NCO z I I p M I J 7) I I w I v LLJJ UNEXCAVATED I I I I Q I I ` 4" POURED CONCRETE SLAB OVER 6 MIL. I I I o L J L VE 0j I POLYETHLENE VAPOR BARRIER ON WELL I 3 1/2" STANDARD STEEL I I I N I LINE OF DECK ABO COMPACTED POROUS FILL N I I PIPE COLUMN I ON A 30"X30"X15" DEEP — — — — — — — — — — POURED CONCRETE FOOTING) 1— '-1 I 5'=0" — — ui w I — - (TYP) TY�0 of _ _ — _ _ LINE OF DECK ABOVE 1 1 o 13'-0" iv UI p A EAGER B6AR�CAG SIILT Q L J i 0 o — r — I I POST FROM ABOVE I I I L f J I I (� ~O 3'-0" 10" N - Z L J 0 N ( �( X1 AC GI R I 1� I IN i uj - - M .. ( TOOGR DET PS I I " L — � I ^ I I ( I � 12" 3'-0" 12" I 12 P.C. FOUNDATION II ® O DROP FOUNDATION WALL DROP FOUNDATION WALL DROP FOUNDATION WALL TO MEET SLAB TO MEET SLAB TO MEET SLAB I I I I WALL 10' HIGH ,o" P.C. FOUNDATION WALL I I I O CONTINUOUS FOOTING CONTINUOUS FOOTING CONTINUOUS FOOTING ON 10"x20" POURED CONCRETE 'oo o I W/ 6" JIJIJTS SHELF FOOTING W/(2) #5 BARS L — — — — — — — — — — I I ON 12"X '► ( CONTINUOUS I I 2"x10" ACO. DJ. I V J o 24 POURED I 01s OC. _ CONCRETE FOOTING � 2'-4 „ " '-7 ., I II III " LJ ll'-39'-3" 9-312'-6" i IV� GN 20'-6" I IIII 1I 1IIII 0ED�WXmQJJ 0 > rt( IIoI �OO51'-9" Q � CRAWL SPACE O2-6 LINE OF DECK ABOVE BOVE - 4" POURED CONCRETE SLAB WLr LnJ O0 O �POST FROM AOVER 6 MIL. POLYETHLENEh F Ir VAPOR BARRIER ON WELL04 < vO O COMPACTED POROUS FILL ° 0 � O — L J L J 2" 20'-610"I ' " O m O W O I U a I 0 s of I I o x I w > � o I IJOISTS SHELF I I I N 0v F F I < F N �" I I IN I I I > U U N � I I0 I 12"0 SONO TUBE ON < U V) o F I � � L_ � I 24"x24"x12" FOOTINGS r � I � I T 14 Til Jolsrs 560 SERIES 1 0' S'-7" g_ MIN 36" BELOW GRADE I J 0 o 1" o ® 16' OC. I (MUST BE VIRGIN SOIL) L J t o a I y 7'-9" 7'-9" 5'-0" w ( < 1 POST FROM ABOVE I I I J 0 4'-0" " I- I- ' 7 f � - - - 13'-0" LL x T7 2'-0 1L --Lz-�J L - J L - J -I L7_J N II 5'-0� > CL J, — I ALL GIRDERS SHALL BE w w cn O J 6'0' 1 " SHIMMED AS REQUIRED I m o Q IN BEAM POCKETS WITH a w IED ` STEEL SHIMS (TYP) I x J I I IED J 3 o I 2"X10" ACQ. DJ. N I ( o I 00 o ® 16 OC. x I Ir -01I I Im to 0 x o o 1 I 1 I J w 1 L -I- -� 12"0 SONO TUBE ON m ILO En N C° I Q o I o 1 24"x24";x12" FOOTINGSJ I ®N Io 2"xtD" ACO. DJ. lcO1 MIN 36 BELOW GRADE I =� I I w 00 I m 0 16 OC. J (MUST BE VIRGIN SOIL) a I I 1 I W X m J " M I Charles M . Thomas Li w I I l a I > oI 10" I a > 0 of o J } } < m o I I ( N 4'-0" 14'-0" m I a C C h I L Pi �'i t 1 ( PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 t o o X I 10" P.0 FOUNDATION WALL I I o ON 10"X20" POURED CONCRETE FOOTING W/(2) #6 BARS CONTINUOUS I + PROJECT In II- - - - - - - - - - - - - - - � I r - -I r r 2�0„ L_ J_ - -L---I - - - - - - L - - - - - -E--J- - - � —1 —I LINE OF DECK ABOVE — LINE OF DECK ABOVE 12" 4'-3' 5'-9" 8"x16" SMART VENTS 8'-42" 5'-72" MAX 12" ABOVE ADJACENT 4'-0" 2 —0" GRADE AND MAX 12" ABOVE 23'-0" CRAWL SPACE SLAB (TYP) 20'-0" FOUNDATION PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" DATE: 5/25/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. ❑A - 005- o0 5OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. . LINE OF W ALLS 304 30 6 GRES EGRESS 2 46 303 0 30 10 24310 EGRESS EGRESS RAFTER TO WALL 14 1 O x 1 1 2 FASTENER SHOWEE_ J v N r�� ARCHITECT 66 O 14 V C4 C:) = NR C N BATHROOM �' REVISIONS D E S C R Y P T I O N 3 HI EN 00 X NEE WALL RAIL N Y�.� AU D Y FAN TO EXTERIOR 2070 J, m �- ATH ,00 BED z x 11 �/s' ML I D E 2070 = 0 o O N O U a o — — J CLOSE �' __J MTS12 o BEDROOM m o o '^ ON S RO M o 0 X W N SMOKE ?< � W OD V ULT D CE LING N © 1 /s' M RIDGE 2"X10" RR 2"X10" RR VI O J SMOKE ) O.C. I 1 6 O.C. D 10 w — — — DETECTOR O of — r.rT 0 Q CARBON Ln MUNUAIUL N w U X I ~DETECTOR 2670 (2- HI OPEN RAIL OO O DET CTOR 3 70 UDTTN O Q / --1 - ,1- � � N © 305 3036 RAFTER TO WALL Ln WI CLOSET o N SCALE: N.T.S. DO ME RI GE KN E W LL K EE ALL �' I� O DEO CTOR L Li 2670 N FWG 6070 r` 6o woo CV w QUEEN UJQ _ BED LINE OF LLS 3t46 3 46 INE F W LLS ELO o 0 0 ELO EG ESS EG ESS ° N 36" HIGH RAI PER YS COCIE CS16 BATHROOM I STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER UJ 12 CFM XHAU FAN TO EXTERIO ° U MTS16 p35 z I ' NN 0 o ALONG HALLWAY L�° � (� o H UJ E) o 00 LO F- ® \J— Q N \/II\ Ln 2"X10" R 2"X10" R z O.C. QUEEN VJ O 16" O. © 16" ( (� VVI BED U J o LTP4 W C_OS LT z r ET �� Z J 2070 „• io Uplift connectors shall bypass each other to N0 \ IBEDROOM LTP4, spacing as required fo prevent cross—grain shear. SSP spacing for uplift. tension of band joist. n O O DETECTOR DETECTOR (.0ILIL W p `' 2670 i r Cb Ln � `�Fj I (12) 8d SILL TO RIM 1/2*JOISFASTEERo 0 Cb 0 <% � o T 1 IDG W U U. Q1 IEE Ridge Beam N/� + I I� r 10I LLLLLLLLLL � U >j V L RIDG z O CJ o `oy� N 2"X10" 1 2"X 0" R WASTER J Q RIDGE N @ © 16 0 1 C .C. D 00 m MOKE RAFTER o VVI TECTO 11 I N / O L Simpson Strong Tie o WITH CEILING COLLAR TIES ® 32 O.C. CS-20x18" MIN. WITH (7) 10d COMMON NAILS R 0 0 F FRAMING PLAN N SHOWS PER RAFTER INSTALLED OVER PLYWOOD RIDGE STRAP TIE SCALE: 1/4" = 1'-0" a,xw31 SCALE: N.T.S. 2 3056 CHIMNEY NOTE: FRAME MASTER REVERSE GABLE ROOF THROUGH THEN LAYOVER MAIN ROOF Charles M . Thomas a r c h i t e c t PO 80X 877 JAMESPORT, NY 11947 (631) 727-1993 =6 ROOF r T — PROJECT r- 1 � 1 �_-T- I -r--.� 1 r I � 1-1/ry-4 �-I I/tv �I-2v 4I-I 1�2v 1 I 4I 2N t-1 II__— 11XV I J I c1-1-1/1V 1 I1/rV� I m�' i -1-1/ZY -1-1/2V I I °I I I' r W.C. LAV WASHER I w.C, I LAV LAV 1 LAV W.C. ( W.C. I LAV LAV HOUSE SHOWER i I HOWr72 I 1 I TU9 I SHOWER I 1 I SECOND FLOOR MSTA °I ° I I°°I J D58 CONNECT TO APPROVED I�- CROSS SECTIONS F.A.L k SANITARY SYSTEM 1_1Ry� � �1-1/rY ` 2N �-1-1/21 ht/1Y WASHERI ' I LAV 11 LAY I KITCHEN W C 1 FRESH AIR INLET I WC. SINK 1 I SH01ER Simpson Strong—Tie FIRST FLOOR IIR r I-I'T 1 r r I-In° _e ca ADJUSTABLE HANGER DATE: 5/25/21 CONNECT TO APPROVED P.Y.C.PIPE PITCHED N F.A.L&SANITARY SYSTEM AS PER N.Y.S.CODE PROJECT No. DRAWING BY. CMT CNK BY. PLUMBING RISER DIAGRAM DWG No. SCALE: N.T.S - W- 6 OF 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTIRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. CT ARCH ITECT l• REVISIONS D E S C R I P T 1 0 N i i I ui H1111 III 1111 11 U �❑ - o IIA I I FTT\ W < 0 TYPICAL ROOF CONSTRUCTION H I I IITM TYPICAL ROOF CONSTRUCTION CEDAR PERFECTION SHINGLE ROOFING ON 1"X3" CEDAR PERFECTION SHINGLE ROOFING ON 1"X3" _ ® 0 LATH EACH WAY LATH EACH WAY OVER 15# ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. O 2"X10" ROOF RAFTERS 0 16" O.C. " 8 CT ® 6' OC 2"X10" ROOF RAFTERS 0 16" O.C. 2"X8" W O 14" ML FLUSHI C ATT TYPICAL CEILING CONSTRUCTION - � z T Y _ _ 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. 11 � 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. 2' X 10" CEILING JOISTS 0 16" O.C. 5/8" GYP. BD. FINISH 1 11 IIN 5/8" GYP. BD. FINISH W/ R-49 BATT. INSULATION T. & S. 3 COAT JOB (TYP) �� HD INSULATION IN TRAY CEILING PORTION T. & S. 3 COAT JOB (TYP) ❑ I l --TRAY CEILING TO 11'-0" 1 11 11 A F ❑ 0 TRA ❑ i T I ' I Y CLG ® 8'-0" TO 1'-0" j- W 0 o II -�l O O JUYA . �— BONUS ROOM BONUS ROOM - o I I r i J m \ 2446 /,� m BALCONY 2446 TY PICAL FLOOR CONSTRUCTION TYPI,,aL FLOOR CONSTRUCTION r ° 14" 560 TJI FLOOR JOISTS 0 16"O.C. KNEE WALL " 14" 560 TJI FLOOR JOISTS 0 16 O.C. jL _� ❑ W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION W/3/4 PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION R-21 INSULATION R-21 INSULATION LLTUU 14" 560 TJI FJ 0 16" OC. R-21 INSUL 14" 560 TJI FJ 0 16" OC. R-21 INSUL 5/8" GYP. BD. FINISH 5/8" GYP. BD. FINISH O T. & S. 3 COAT JOB (TYP) Tr PICAL WALL CONSTRUCTION T. & S. 3 COAT JOB (TYP) _.I `❑ TYPICAL WALL CONSTRUCTION p ❑ U l CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X - PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. R-21 INSULATION R-21 INSULATION T_: 2446 2446 -i' -1i 3 CAR GARAGE 3 CAR GARAGE -1111 II 4" POURED CONCRETE SLAB 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 4 MILL VAPOR BARRIER PROPOSED GRADE EL. 9.0' PROPOSED GRADE EL. 9.0' 2"x6" ACQ SILL PLATE 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, 10" P.C. FOUNDATION WALL 10' HIGH TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS Z WITH ON 10#4 BARS 48X20" " O.C. VERTICAL & HORIZONTAL � 5/e" DIA. ANCHOR BOLTS � Z 026"-0" O.C. POURED CONCRETE FOOTING 026"-0" O.C. 10' P.C. FOUNDATION WALL �( ) ON 10"x20" P.C. FOOTING M W/(2) BARS CONTINUOUS M W/(2) #5 BARS CONTINUOUS En Charles M . Thomas a r c h i t e c t S C R 0 S S S E C T 1 0 N S C R O S S S E C T 1 O N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" PROJECT i CROSS SECTIONS DATE: 5/25/21 PROJECT No- DRAWING BY. CMT CHK BY. DWG No. ❑A - 007- 00 7OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. '• �..' '��y � '1,4'1 11 " ML RIDGE 4 7 7/8 vj ARCHITECT 12 i TYPICAL ROOF CONSTRUCTION 8 5/8 CEDAR PERFECTION SHINGLE ROOFING ON MY 16" C LATH EACH WAY i REVISIONS D E S C R I P T 1 0 N OVER 15# ROOF FELT ON 1/2- CDX PLYWOOD SHEATHING. ATTIC 2"X10" ROOF RAFTERS ® 16" O.C. DORMER 2'X10 CLG. JOISTS—\ 0 16" O.C. j. R-49 INSUL. TYPICAL CEILING CONSTRUCTION / - 5/8" GYP. BD. FINISH — TRAY CLG TO 11'-O" 2" X 10" CEILING JOISTS ® 16" O.C. 2"X10" CLG. JOIST 0 16" OC. R-49 INSUL. T. & S. 3 COAT JOB (TYP) 9'-0" PLATE HEIGHT W/ R-49 BATT. INSULATION _ 8'—O" PLATE HEIGHT TRAY CLG 0 8'-0" T.O. WINDOWS TYPICAL FLOOR CONSTRUCTION MASTER WALK IN MASTER 3/4" PLYWOOD 14" 560 TJI FLOOR JOISTS ® 16"O.C. o CLOSET BEDROOM RIP 2"X4" ACQ c3 TO o") W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATIONSHOWER " PLYWOOD o a R-21 BATT. INSULATION 00 SINGLE PLY RUBBER ROOFING SINGLE PLY RUBBER ROOFING OVER 45# ROOF FELT HAND RAIL LAG BOLT PER SPEC UP 24" ON REAR WALL AS SELECTED PER OWNER 36" BALCONY DETAIL HIGH PER NYS CODE 14" TJI �QIST'S 560 RIP 2"X4" ACQ (3 J" TO 0") SERIES @ 6" O.C. iV "X4" DECKING (PER OWNER) 1 lwILET IN 2"X6" ACQ NAILER T.O. SECOND FLOOR GUTTER 10'-0" PLATE HEIGHT - 5/8' GYP. BD. FINISH - 11 }" ML ®16"O.C. (3) 14" ML HEADER "X8" COLUMN T.& S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION JOIST CONNECTION —� _ ! TECO EACH FLUSH ❑ — 8"XS" COLUMN BOXED T.O. WINDOWS CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X (3) 14" ML HEADER our WITH 1"X AZEK PLYWOOD SHEATHING ON 2'X6" X6 WD. STUDS 0 16 O.C. R-21 BATT. INSULATION G R E A T ui R 0 0 M MIS REAR DECK TYPICAL FLOOR CONSTRUCTION 0 14" 560 SERIES TJI FLOOR JOISTS ® 16-O.C. 305b COVERED m W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION z Ln EGRESS " X 4" MAHOGANY DECKINGO T.O. FIRST FLOOR Q O 14" TJI JOISTS 560 SERIES 0 16" O.C.I T i.� 2"x10" ACO. DECK JOISTS 0 16" OC. III ® 0 2"x6' ACQ SILL PLATEW� bUNDA 3-2"X10" CCA GIRDER 3-2"X10" CCA GIRDER TERMITE SHIELD, SILL SEALER, 12' P.C. FOUNDATION 10' P.C. F WALL WITH 6" INTERIOR WAL 5/8" DIA. ANCHOR BOLTS JOIST SHELF �_ 0926"-0" D.C. CRAWL SPACE1 3 1/2'1, STANDA S EEL PIPE (n � / I 0 in COLUMN ON A 30"X 0 15" DEEPGRADE EL. 6.02 U 4" POURED CONCRETE SLAB POURED CONCRNI / 4 MILL VAPOR BARRIER " 12"m SONOTUBE FOOTING x Z 8"x16" S`vlAl� SENT^ OI _Z MIN. 36" BELOW GRADE OI Z MAX 12" ABOVE ADJACE T (MUST BE VIRGIN SOIL) GRADE AND MAX :2" ABO E: 0 ' J CRAWL SP;CE iSL8 S CROSS SECTION `�`-- �I 0 0 W 3 SCALE: 1 4" = 1'-0" ,�" rr� O O W O W 11 7/8" ML RIDGE -� I TUU 12 8 5/8 - 0 U u� 2 XS" CT ® 1 ' OC TYPICAL ROOF CONSTRUCTION i CEDAR PERFECTION SHINGLE ROOFING ON 1"X3" 0 LATH EACH WAY ATTIC OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. j 2"X1O" ROOF RAFTERS 0 16" O.C. i,. 12 TYPICAL CEILING CONSTRUCTION 6 9'-O" PLATE HEIGHT �� i 2"X1O" CLG. JOIST © 16" OC. R-49 INSUL — 2" X 10" CEILING JOISTS ® 16" O.C. 8'-O" PLATE HEIGHT EADER 5/8" GYP. BD. FINISH -I W/ R-49 BATT. INSULATION T. & S. 3 COAT JOB (TYP) TRAY CLG @ 8'-0" T.O. WINDOWS HALL TO BEDROOM o 0 , BEDROOM � o 'o TYPICAL FLOOR CONSTRUCTION WINDOW 14" 560 SERIES TJI FLOOR JOISTS 0 16"O.C. M SEAT W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION R-21 BATT. INSULATION Charles M . Thomas T.O. SECOND FLOOR � 12 10'-0-0" PLATE HEIGHT 14" TJI JOISTS 560 SERIES 0 16" O.C! 46 a r c h i t e c t 5/8" GYP. BD. FINISH PO BOX 817 JRMESPORT, NY 11947 (631) 727-7993 T. & & 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION T.O. WINDOWS CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. PROJECT R-21 BATT. INSULATION KITCHEN PANTRY —_ —_ TYPICAL FLOOR CONSTRUCTION o _ _ O 14" 560 SERIES TJI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION CROSS SECTIONS T.O. FIRST FLOOR V4" X 4" MAHOGANY DECKING 4 7 EL. 10.0' 14" TJI JOISTS 560 SERIES 0 16" O.C. 2"x10" ACQ. DECK JOISTS 0 16" DC. PROPOSED GRADE EL. 9.0' 3-2"X10" CCA GIRDER ) 10" P.C. FOUNDATION 12" P.C. FOUNDA 2"x6" ACQ SILL PLATE W WALL G WALL WITH 6" INTERIOR TERMITE SHIELD, SILL SEALER, O JOIST SHELF 5/8" DIA. ANCHOR BOLTS DATE: 5/25/21 CRAWL SPACE j 3 112",STANDARD STEEL PIPE 026"-0" O.C. PROJECT No. i� CCLUMN ON A 30"X30"X15" DEEP GRADE EL. 6.02' ` — x 4" POURED CONCRETE SLAB POURED CONCRETE FOOTING. (TYP) DRAWNG BY. CMT " ♦t c'j Q 4 MILL VAPOR BARRIER CHK BY. 12"0 SONOTUBE FOOTINGO DWG No. MIN. 36" BELOW GRADE I Z `1� \� .p 8"x16" SMART VENTS (MUST BE VIRGIN SOIL) 71) �1 MAX 12" ABOVE ADJACENT Q �.,,, G�/CDE AND MAX 12" ABOVE �1 CRAWL SPACE SLAB S CRMO S SECTION $ 0F8 4 SCALE: 1/4" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTnONS. �I TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS t°"' ; �'� � RAFTERS AND CEILING PIPING R602. 7. 2 STUCTURAL MEMBER ALLOWDEFLECTIABLE ON JOISTS OR APPROVED Zt TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES THAN 6 W/NOTOP PLATES FINISHED CEILING SECOND STORY TOP PLATE- TABLE 3.1 ATTACHED TO RAFTERS ' �, . • , , TOP PLATE �_SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALYPN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND -SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH WFCM SECTION 3.3.1.1.1 1/3 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE SPAN 1 3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE T EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE �d NAIL AT 6" 0 C INN WITH WFCM TABLE 3.1 0 �ALL PANEL EDGES) i WITH BRITTLE(b) FINISHES 8d NAIL MEMBERS O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE T ENDS TO BE FRAMING MEMBERS NOT AT I WITH FLEXIBLE(a) NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED T _nNISHES DT \_FOR BLOCKING \jBLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH C) Oum C( \—BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 component and cladding loads for hte purpose of the determining ,I. . (A WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN deflection limits herein. BORED HOLES SHALL NOT Lj AND 3.3.1.4 BRIDGING NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the len ht BE LOCATED IN THE SAME IFHOLEIS BETWEEN 40% AND 60% 0 BEARING �ALL PANEL EDGES) BE LOCATED IN THE SAME CROSS SECTION OF CUT OR/ > OF STUD DEPTH THEN STUD MUST BE of the cantilever. WALL CROSS SECTION OF CUT OR 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 ofSUCCESSIVE STUDS ARE DOUBLED BORED LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not Cn (0 exceed L/60. For sandwich panels used in roofs or walls of z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING rn 0 WOOD STRUCTURAL PANEL sunrooadditions or patio covers, the total load deflection shall Fn C14 OR BLOCKING L WFCM 2015 SBC HIGH WIND EDITION INSTALLED IN ACCORDANCE not exceed L/120 > 16d NAIL AT 24" O.C.---/ WITH WFCM TABLE 3.1 WFCM 2015 SBC HIGH ; WIND EDITION TABLE R 301.2.2.2.1 Uj SILL PLATE JOIST SECTION 3.4.3.11 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE \—SUBFLOOR 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD FRAMING MEMB�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 1 1.2 0 BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS W I I I I NON—BEARING WALLS: R602.6 (1 ) (2) LATERAL BRACE AT 6' O.C.FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) TYPICALWALL, FLOOR & ROOF FRAMING- JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 00 . FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE 0 >< F[I TRUSS OR CEILING JOIST FASTENER S P A C I N G (inches) SEE STUD TO RAFTER SECTION A—A W 0 STUD TO STUD AIL 0 FASTENER SPAN 4 FEET 6 FEET BLOCKING —/ I [�*-CIZPPLE TUD CAL < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL -1 H -.0- � < 0 TYPE < 6 FEET < 8 FEET 1/2" SPACING A HFADFR A ROQUIRGDORS � 0 ALLOWS E CH SIDE 10-8d NO. 8 WOOD SCREW 16" loop 811 HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS -FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 1 LENGHT DOUBLE A A WA STUDS < 1TUDj1W1 0 AT H D RE 0 CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH got 41011�� CORNER TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS < NO. 10 WOOD SCREW 1619 12ps HOLDDOWN 0 0 TRANSFER SHEAR TYPIC 1 AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) 0 CONN CTORS '�__N I U11 AT BOTTOM OF HEADER STUDS IN LENGHT 0 0 0 NOTE: SIMILAR REQUI �ED CO NEC ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" 0.C. W CONNECTION AT . . . EA"' SIDE R WALL STUDS AND AT TOP AND 0 FOUNDATION. 'IR"V BOTTOM OF CRIPPLES 20 GAUGE STRAP z 0 0 0 2-16d COMMON Uj 1/4" LAG SCREW BASED ANCHOR SIDE WALL 0 NAILS AT 6* D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Cn LENGHT EMBEDMENT 1611 16" 16" ENDLI ( WFCM FIGURE 16 ) CONNECTIONS FOR OPENINGS < W SUBFLOOR NAIL AT 4" O.C. ly_ ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I I FACE OF FOOTING CEILING BRACING GABLE END WALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BAND JOIST 12MAX." FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. Of (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN C/) NAILS BASED ON U_ EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. CD U_ SHEAR WALL REQUIREMENTS I FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Lj 0 1 J1 L TOP PLATE U w< d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING J PROVIDE RAFTER TO VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT 0 H NO CEILING RIDGE TENSION STRAP DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMONNAII,,S 0 LESS THAN 1,500 POUNDS. 0 H/2 BUT NEED OT H BUT NEED NO REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT 0 0 EXCIED 15 FT. AX, EXCEED 40 FTMA EACH END OF ' -1/4 0 . WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 M) 0 0 0 0 lr�/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP 04 HOLDDOWN ,,—CORNER STUD M GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW 2: (HDU) 0 .0 CONNECTED TO BASED 01 SHEARWALL REQUIREMENTS 0 0 SHEAR < ROOF RAFTER 0 0 FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP— DOUBLE STUD PREFERRED METHOD AT HARDWARE RAFTER < LLJ WIDE MIN. 4 8d NAIL AT 12" HOLD DOWN W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 9 WINDOW AND DOOR OPENINGS: GYPSUM BOARD, (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 24" RIDGE BEAM M c" FLOOR TO FLOOR PHD5 RIDGE TENSION STRAP DETAIL CONNECTION _� i TABLE R301 . 5 NOTES CZ FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALLa. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING E EXTERIOR WALL STRAPPING SCHEDULE \\--8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. b. 0 ATO MEETING THE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOVNS NOTES O.C. (ALL PANEL SECITPRONIPPLIED R802.4.1ATTIC FORSPACES CONVENT]IONAL CEILING JOISTS SA IN AND T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LIB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-J i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE .3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE , FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD i TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION C61 OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. USECo R RIDGE I . INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co3 ROOF RAFTE DETAIL- 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND C Ia- SIMPSON STRONG TIE CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE C/3 NOTES: 6" O.C. (ALL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. EXTERIOR BALCONIES 40 LU ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCC1 (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL SIDE WALL I d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT SCALE: N. T.S. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT CABLE END WALLS AND SIZE PER MOST RECENT ATALOG EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. 0 DECKS 40 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. ti WOOD STRUCTURALJ PASSENGER VEHICLE GARAGES 50 f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Lop, >< ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 C) NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED M (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 HIGH WIND EDITION) LOAD REQUIREMENT. C> l g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE AT PANEL EDGES AND (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS CORNER BRACING DETAIL MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 2MET: EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong Tie 2.12THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2: . h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon ( TABLE 2 WFCM 2015 HIGH WIND EDITION )- 9 p prescriptive approach using the C SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT � wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC - .,,py,. published b The American Forest and Paper Association. Non- Structural lements C. NAILING SCHEDULE CONNECTIONS RESISTING UPLIFT LATERAL & SHE LOADS P Y p GENERAL N 0 T E S: r are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) ti ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances � NUMBER OF NAILS NAIL SPACING sheet no. 1 P d g JOINT DESCRIPTION COMMON NAILS 1 - FLOOR 5/8" ANCHOR BOLTS 39 All non engineered lumber to be Douglas Fir#2 or better having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 g g # practice. V� Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply ' 4-8d PER RAFTER 1• PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor Shall verifyall conditions at the site. An CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g ) discrepancies must be brougt to the attention of the Architect 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 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 Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. I- 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILED 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 U 2-16d (SEE NOTE 1) PER FOOT Romps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED Stairway-Section 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 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED 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 Foam plastic-Section R316 2-16d PER 2X4 STUD p insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD END-NAILED Flame Spread and Smoke-Section R315 ( Compensation, etc.) and general liability in an mount not cn � Insulation-Section R316 less than $ 5 million and automobile liability and damage o 3-16d PER 2X6 S z 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be Fan Moisture Vapor Retarders-Section R318 named insured > `N FACE-NAILED 2-16d (SEE NOTE 1,2) on an PER FOOT Protection Against Decay-Section R317 y and all p olicies. w 1-1 Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous o' FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST 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 in each bedroom, on all floors and shall be all interconnected per code. TOE-NAILED Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK 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 3-16d 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-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 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 O BAND JOIST TOJOIST END-NAILED 0 to be presented to the Owner at the completion of the job. Foundation Notes: 12. Plumbing Installation to comply with State and Local codes (- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W 0 " ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. W ^I 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 YorkUJ ` V STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC / Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. (' GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKE�,S W 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. _ Q / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and > 8d4" EDGE / 4" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. ! 1 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site lJ 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" CC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. O 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 CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W Fireblocking - Section R502.13. z 0 i ANC-IOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 (� Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 UJQ Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTERW 2-2x6 ACQ sill with termite shield and sill seal. LTP� 16" O.C. AT EXTERIOR PERIMETER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2' FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM Table 2 and Section 4 NOTE: STRUCTURAL PANELS � SSP CONNECTOR AT 16" O.C. 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS Overhangs as noted. " � Vin vented soffits. " " GREATER THAN i" 10d 6 EDGE / 6 FIELD Vinyl vented gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/Z X 5 LAG Tyvek housewrop. MTS 36, 16O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16 O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Sim Strong-Tie o 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 0 of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls andRAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 2" 0SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.1 4-10d x 1 1 0.5 / 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSONFor roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST � ►� SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT (14") percent sloe , 0 MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL } P P ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN y 7" MINIMUM EMBEDMENT BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), _ p g MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TOS underlament .•, (SEEANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T of PS720 ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2} I underlayment felt layers with and starting at the eaves , fastened sufficiently to ( SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 5Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU " overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2$$ 7 MIN EMBEDMENT For roof slopes of four 4 units vertical in 12 units. (SEE FOUNDATION PLANS A-3.1 AND ° TYPICAL PORCH DECK LEDGER ?"ra�A 04° A-3.2 FOR LOCATION Ice Protection Section R905.1.2 T ( ) CONNECTIONS (MINIMUM DOUBLE STUD} ° Underlayment in High wind (Section R905.1.1) O • °' ' ° • SIMSON STRONG - TIE Flashing (Section R905.2.8) co °' °•D °D °D •A 4. ° ° �► � » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE � �Qo° ° °• G eD .' Ipl ° n 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. Mechanical - Chapter 12 Co° •� °D .'° •CQ aD • 0 ° n USE 4-8D NAILS ® HeaitnEACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 4mJ ° aa , , a , �.• Di YS P D• ^ � . 'D D D D D D 'D g and cooling equipment - Chapter 14 BEAM Exhaust Sustem - Chap ter 15 ■ D na °t c c °• �;' ° D' D Duct System - Chapter16 ■� Z ` D ^D `• ^� yn• °' uTu '°" DOUBLE TOP PLATE M1S30 1 34" IMUM ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie D D °D• D D .'D• .ISD• DD. °° ° Chimneys and Vents - Chapter 18 AC4 C • 4 ••"�a ° SSP Plumbing - Part VII AT EACH POST o C. °�D'i '° SEE PLAN 'C a / + °• *_,) ,° Flood Zone - 301.2.4 w EDGE DISTANCE x•44 9 D \HEADER n' D °.° LSTA21 Simpson Strong-Tie I �✓ -¢ FLOOR TO FLOOR U KING STUDS CS20 1'/a" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2- OVERLAP /2 OVERLAP AT EACH `V L SIMPSON STRONG - TIE STRONG-TIE JACK STUDS j STUD 1 1 /4" COIL STRAP - SIMPSON STRON 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D sloEcovER U NAILS AT EACH STUD AT EACH ROOF 0 RAFTER USE 8-16D ® MIN EDGE DISTANCE* MIN OVERLAP IS 12 NAILS AT EACH END, JACK O SIL ® 12" MIN OVERLAP PER RT2.5 COMPONENT : . `~'^;r�'so• ••t�. • ;�,��;$�+'� a IN EDGE SHEET N0. STHD8 ••°•''�'''QJ•'�•� DISTANCE* STUD TO ROOF RAFTER FLOOR TO FLOOR Sim -Tie WRAP UNDER SILL PLATE } CONNECTION TYPICAL STRAPPING FOR ABpson Strong-Tie g *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CONNECTIONS: AT EACH POST FOOTING NIS ALLATIIONNIMUM ANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION WALL TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION 'F