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Home My WebLink About50393-Z of souTyo`o Town of Southold * * P.O. Box 1179 a 53095 Main Rd tcouw_: Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46089 Date: 04/08/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2760 Skunk Ln Cutchogue,NY 11935 Sec/Block/Lot: 97.-8-31.6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/27/2023 Pursuant to which Building Permit No. 50393 and dated: 03/05/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, screened porch, deck and attached garage with unfinished attic-storage above as applied for per ZBA#7614, dated 4/21/2022., The certificate is issued to: Colleen Krupski, Stephen Buczak Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1762 3/26/2025 ELECTRICAL CERTIFICATE: 50393 12/02/2024 PLUMBERS CERTIFICATION: Hardy Plumbing LLC 12/17/2024 LhoUed Signature o�SUFFQI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50393 Date: 3/5/2024 Permission is hereby granted to: Krupski, Colleen 2790 Skunk Ln Cutchogue, NY 11935 To: Construct a new single-family dwelling with HVAC system as applied for per ZBA and SCHD approvals. At premises located at: 2760 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-8-31.6 Pursuant to application dated 11/27/2023 and approved by the Building Inspector. To expire on 9/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,513.00 CO-NEW DWELLING $100.00 Total: $2,613.00 Building Inspector pF SOUr�o ,moo �o Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh _southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Colleen Krupski Address: 2760 Skunk Lane city:Cutchogue st: New York zip: 11935 Building Permit#: 50393 section: 97 Block: 8 Lot: 31.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: CLOS Electrician: Benjamin Doroski License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool . New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 75 Ceiling Fixtures 16 Bath Exhaust Fan 3 Service 3 ph Hot Water tankleE GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors 3 Main Panel 2 A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt gas Ceiling Fan 5 Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors 1 Disconnect Switches 56 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 dishwasher,1 micro,1.gas fire place Notes: HOUSE Inspector Signature: Date: December 2, 2024 2760 skunk In 0Uf�OLkcO� . Town Hall Annex Telephone(631)765-1802 54375 Main Road .� P. O. Box 1179 y x Southold,NY 11971-0959 ;r ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �� Z--� loo 5�=� Owner-, .: -� (Please print) Plumber: &AVrl'lj P U.Yv' \'b'1 r\q U C_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of 'b&er;6-_( , 20. 4 Notary Public, "�-, . County JENNIFER CUMMINGS NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CU6397181 Qualified in Suffolk County Commission Expires September 9,2027 yo�� o�aoF souryo� # } TOWN OF SOUTHOLD BUILDING DEPT. `yoou 631-765-1802 INSPECTION [ ] FO NDATION 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: ilci .ax wx-1 f s - .4o /, " s v oll4 bX1is wi�A'i n haseoik� gu4e•e� ova v Cow ' i 4-k1-io/L. 14o 7�il, s , V01to/s //7 AVITI C,1 ol�rras DATE INSPECTOR oe souryolo # TOWN OF SOUTHOLD BUILDING DEPT. 5-0 `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] '-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gym I m DATE w ' -off INSPECTOR �o��OF 50UlyOlo "I — —-S7 6 0 # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _[/ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: J-175 if V UA V'(AJ DATE INSPECTOR OP SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. cout+,� 631-765-1802 �o a INSPEC ION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: le" / �a_ SV006 9111— OM , PKVX_0, �4 O)DW LK�� _ b DATE INSPECTOR*_ OE SOUK,°!o # # TOWN-OF SOUTHOLD BUILDING DEPT. u�m,� 631-765-1802 09) INSPECT N { ] FOUNDATION-1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING' [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( — Ov_ Fil 1WVV o _ p - r\ DATE INSPECTOR �o�aOF SOUIyo� O # # TOWN. OF SOUTHOLD BUILDING DEPT. °`y�ourmN�' 631-765-1802 [NSPECTI.ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 'INSULATIOWCAULKING [ .] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL) [ .] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL REMARKS: Ddeya h ►roy"ol 4 CuwlluAPA 04. 0,4AA40Ge-$,_ covaZI lftek ovl A-11 a24As W door INI J92 i1e� _DATE - 9 a INSPECTOR OF SOGTyo� _ SGHh Gr2U�l s fa-w�„�— J f TOWN OF SOUTHOLD BUILDING DEPT.:7 uss r►a��d y � • �l ut�br �ou�+� 631-765-1802 pt [NS-PECT'l0N-g,=m4ctx+ d'rl [- ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ✓ FINAL Ao [` ] FIREPLACE &.CHIMNEY [: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- -[ ] FIRE RESISTANT PENETRATION.- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O : [ ] RENTAL REMARKS: V �.e�f f 49-6rWIS 4n64. 71v C 2a2 kk..SeAf s Y- 16iu�- lioyi� J.AA � h�e he i2�ac � UAP-d5 V_ ra./1s e�A..00(, 19ASeM9A4' evc a� osz-d s 4WM S/W 744 t,// ;1 ez re+_a wiXdiv nQ ce(. /A AAcs4qLeu�c✓�. �,c ln�ou�s, DATE //-aa-a INSPECTOR �� =r�2 �?.1►�ISbG(.77o'!�I U/�ilLt/L GDI�� oFso uryo<o © :3 , a70 D uA I 4 uj -TOWN OF SOUTHOLD BUILDING DEPT. " �y000MV 631-765-1802 INSPECTION , ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] :FIREPLACE & CHIMNEY [ ] .FIRE:SAFETY INSPECTION [ ]'- FIRE RESISTANT-CONSTRUCTION" [. ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION . - [ ] PRE C/O [ ] RENTAL REMARKS: DATE. I a'�- INSPECTOR _ SOUTH°� TOWN OF SOUTHOLD BUILDING DEPT. 'COY 631-765-1802 INSPECTION [ " ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ]-FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ JFINAL 1 D Ate [ -] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 04 - 5" 12.,2tavjz4p_ of bore. gzs u 4s �t Umv)4. t 9 QA& 04A k.0 :5 U le VjC4A PP-6 AA -------- DATE 'INSPECTOR Envelope Leakage Test T- E-C Testing Company: Technician: THE ENERGYc0�'ERVATORY Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham S. Address: 51 Avery Rd Credentials: Certified Hers R�%e► -A Woodbury , NEW YORK 11797 Email: aj@hersrat1rig1us 2p2� Phone: 516-967-6959 HERSrating.us pQR -r Building Information: Customer Information. Project ID: 2760 Skunk Ln Cutchogue Name: Address: 2760 Skunk Ln Address: 2760 Skunk Ln Cutchogue, NY 11935 Cutchogue, NY 11935 Geo-Tag Data: Latitude: 41.022243 Longitude: -72.463942 Timestamp: 2025-01-03 10:34:54 Measured Leakage: 1.53 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: •�Rass Test ID: Envelope Infiltration Test Final Purpose of Test: NY IECC 18 Env. Leakages Measured CFM50: 724.8 (+/-2.7%) Effective Leakage Area: 39.2 in Building Volume: 28,358.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 55.6 (+/- 19.2%) Exponent (n): 0.657 (+/-0.053) Correlation Coefficient: 0.99672 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 73 OF Post Indoor Temp: 73 OF Pre Outdoor Temp: 35 OF Post Outdoor Temp: 35 OF Altitude: 27.0 ft Time Average Period: 30 seconds Test Date and Time: 2025-01-03 10:57:05 800 - 0 Depressurize E 600 - -°- 500 - J 300 `D 200 m 100- 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg (Pa) Adj Bldg(Pa) Fan (Pa) Flow (cfm) Config Baseline -2.3 -60.0 -62.2 -59.6 -209.3 856.6 Ring B -54.0 -55.4 -52.8 -192.3 821.6 Ring B -48.0 -52.0 -49.5 -163.5 757.9 Ring B -42.0 -45.6 -43.0 -136.3 692.5 Ring B -36.0 -36.2 -33.6 -107.3 615.1 Ring B -30.0 -32.0 -29.4 -78.4 526.6 Ring B -24.0 -25.4 -22.8 -59.5 458.8 Ring B -18.0 -20.9 -18.3 -45.7 403.0 Ring B Baseline -2.8 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11725 Calibration Date: 2022-06-16 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.0 (238), ©2024 The Energy Conservatory, Inc. Page 2 of 2 vOls rlt GreenWorks Energy Specialist Inc. C� s 51 Avery Rd, Woodbury NY 11797 516-967-6959 z D To whom it may concern: JAM 2 Z025 01/132025 T®WN()F S(.)t7fi I, AJ Afkham, a certified IECC/HERS Compliance Specialist, Resnettp U946623, and ICC #9517146, was hired as a third-party verifier to perform a blower door test and Duct leakage Test for a family Home at the residence 2760 Skunk Ln, Cutchougue NY, for IECC 2018 Code compliance (IECC 18 Env. Leakage) and Duct leakage test. On Jan,03,2024 I conducted a Multi-Point Blower Door test, and the Blower Door numbers are well within the NY IECC 18 Env(1.53ACH50). The first-floor HVAC unit was inspected and found to be adequately insulated in accordance with the IECC 2018 requirements (R-8).The Total Duct leakage test is within IECC 2018(43.1 cfm @ 25 PA) The second-floor HVAC unit is located within the thermal boundary of the building envelope and is therefore exempt from specific leakage testing requirements per the IECC 2018. The test Report and a photo of the house during the test are part of this letter. Please don't hesitate to get in touch with me with any questions. AJ a GreenWorks Energy Specialist, Inc. ` 516-967-6959 AJ@HERSrating.us X* J x"z N _ � r - • a j `•J � �_ �. *1��. :� �'� � ate, Y� .j \. .y V j qP1 Cuata Ughtin, of631.M g, Su ok 2760 ink cqq, 30 28 i 24 r 22 tl 20 �t 1a pining Rnam Ootiets is Ut}a� 17 Outdoor 0 � - 16qulPmantSaNlca A� O0{at 14 G ru�ca Wool', P T t: 10 t 8 4 �w�0 -A—,303 9 L4 Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info@ribrownarchitect.com /7 lr�27 631-477-9752 u 30 December, 2024 D E C 3 1 2024 Town of Southold Building Department Southold,NY 11971 n, Re: Krupski Residence 2760 Skunk Lane Cutchogue,NY 11935 Building Permit No. 50393 To Nancy Meyer, Building Inspector, This letter is to confirm that based on observations of the site by my staff and to the best of my knowledge, belief, and professional judgement, the installed foundation, columns, and girder are in conformance with standard building practices and applicable building codes. The poured concrete footings were installed correctly and are in accordance with the plans. As a result of a site inspection on 20 December, 2024, the installed jack posts are a sufficient substitute for the steel columns called for on the plans, and the girder installation is acceptable on wood blocking. If you have any questions, or require additional information,please feel free to contact me. Sincerely, Robert Brown, A.I.A. Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport,NY 1104.4 0 E C 7 2024 info@ribrownarchitect.com chiteet.com 631-477=9752 16 December, 2024 Town of Southold Building Department Southold,NY 11971 Re: Krupski Residence 2760 Skunk Lane Cutchogue,NY 11935 Building Permit No. 50393 To whom it may concern, This letter isAoconfirin that based on observations of the site by my staff, and to the best of my knowledge, belief, and professional judgement, the new 10"poured concrete foundation wall and new 20"wide continuous footings were installed correctly and are a minimum 3'-0"below grade. The foun*dation is in conformance with standard building practice-s-"and-applicable building codes. If you lia qdestions, or require additional information, please feel free to contact me. Sincerely, 4"Opr-EF4 Robert Brown, A.I.A. �)drii i t 3 f 3 r a r a t a - ,r mm, k . Oar "'r F. ''e- +/� CMS •_j r. v V APp �024 BUILDING DEFT. TOWN OF souTHOLD u � 1 l x_. , M ZOO 4t „ :� .. :- -�a � 4 !�i � l ! � i �'` �_ � _ : � +�� S !�' CJIC��n. may- +1 ��. Y'� � �, ^9 ,�, �, ��- �. � �. .. v �-- ., �� „. , . - r �� a.�, .,I y �>� � � `�' 'i:` ��Y.'�' r ;' �•-- �'r4,. �Ak.::. I ,��!�,» Esc c +� J Y+ ♦ ly 1. •. � N� f. i �� , � � �. V � �A��Ri, t�,�,. :x � fiw.,i ,� ��«.,,,.:Y i FIELD INSPECTION REPORT DATE COMMENTS r — - •� �!/%�iG� K/�C. �S O�1 S rl e✓it ISO �i�L v, FOUNDATION (1ST) �G c�GLj/L/6 /Whin ts4At �1.G6t. w 04ed5 Jo he emovcd,- /4e400x moo f q s W -- -- -r�---------------------- ov2LaC .0 4VP It COVA� he vlydu2441;L¢ . 2ov/�c- 446e z. FOUNDATION (2ND) yt •�vo it . tJk- 1� a.4 / . L.eCa, dy, c v2v QQd cd 210/l, 71a , i -0 n(A ol ROUGH FRAMING& •k�(� Vlov D PLUMBING • z� ©ve,2Q,l� Ins�lai ca.vllU dl�. Co �� INSULATION PER N.Y. STATE ENERGY CODE G 5 f 11 tit,ee�5 oseA 5' . S ow 0 69- v. IWu046 JrS will be nedde W12409, 4v • ore A44/iee-e Ins 4�I� �i'�7G� S• /� rtiit.e �X.�.�-s`"tD t G�OG x//'C//.52 hr s ''a a house ola®Q. Can�'v�2wi7 s FINAL astA Sfove A&;W fv he caolnaeAee C 3/S or+ A &e-yoSzoe�s 4,zM. SJ2A :5-kollew c lt/1�. er.�d wiralsw d�1i1�3d showe�2. �lou..P,�2. oboe � ,rt �gG� SGff b /tee,? tu. .TX9Iss IV44 bi 50� ADDITIONAL COMMENTS glt4lt4leWC C mr� ' � oo L 12- f -7- Z f C-e,�-� i c c. t o v. �v u�+of 4-h re- 1-0 N . 4,5e d lh/awG2 o/aaQ�kcsv/�s ��tnv _ . d/oem cs s - • � cjo C.O. x ax rp .O Ff84r.0 Gym TOWN-OF-S"OUTHOLD—BUILDING DEPARTMENT y Town Hall Annex.54375 Main.RoadP. 0-Box 1179 Southold,NY 11971-0959 o o ao� Telephone(631) 765-1802 Fax(631) 765-9502 hiLtps://www.southoldtow!my.gov Date Received APPLICATION FOR BUI-LDING PERMIT .For Office PERMIT NO. ✓v 39 -Building-Inspector: - NOV 7 2023 i> 'x+r,,"a, � �.�"'1 `E r�iv.- $•ky ig4 :T�� `}vkr`i"�-.a Appl►catlons and forms must be filled outKln their entirety incomPike;Nl' n"�' applicatlonswril not be acceptedlr INherethe Applicant3s�not�the.owner,arty :E' �.., r L, Owner's Authonzatlon form(Page 2j shall be completed - , i - �,�a...�,� "a ,"r r, .�..'$.�u's a�.•4�r,.� ��,� �&4roe...3`".� 'c;-A+,.��.'±.zs.,..,t _.a+� .,,�.,,,r'��-t�,�.«�i:..r..�. R;.: 'm•`.4. Date: .t,". _ ..�•�:.:,'�yfi`•� � n`'r�v - a �,�is,.4-1 ist t�7`�,z. " '{< w:S �� e c Fitt'�. .a�- � .=z -k +. e n,::, ,z:x- r?;,�r3 "'rts.� �,� r ,`5f y'?. `a. t.atiy�r t2�S3p.'t '�'s°E +,i�P �.e. fi� ..r•''{x 'may. '��:�c?x ° i SY �s�� t`�..�5v,�.a. -:,e •::,:�.�.. .:��..�-4s �.'�4'�'.�*�..,,.w:. a, .`�a�'k:.'"R. -,e..k. �v ��s'."k�"2s','�',��,;t. .W�a, �...t�-�-.k�._'.�uy"aa,,,^.r.s�a^s ,�°, +.s a�: .�,;..� .�-c... �•.�'� ,3. ,�.,t. Name: SCTM#1000- 9 } - -3 a Project.Address: �J c, Phone-#: Email: _Ci ` Mailing Address: g^� `z ray . iy x a �.ka 'cw, ^ t"c s{ r.: } ark., Y a 'CONTACT;PE SON Ara _v e „Y EF, a b, wX ,x +� -Name: ---- --- Mailing �- .Email: � C"Z- __/j_ _c` �• x 'A-s" -3. �g a r ''+} .a`r ,j' 3 �'4 �' sG ♦ `� k;s^. ".di: S s ri#5-' L. P r c A 'Z=• "a° ss's3 �i. DESIGN PROFESSIONAIINFORMATION ;aib U 4 yam. a I C �..,.M a.: " b'<>n i3.a'�3.. ^e6sa.,..3';r,d�;t•; ,.,,`K, ,... t �:.isl „k,v.,� :E' ,a,F..,n ' < .n.A:k## ,.t.m `�'x `�k YY -Name: Vo�-P( � Mailing Address: Phone#: q_52 , Email: 6 r o id .r1 C�lr C 1j >i C t a G v� CONTRACTOR INFORMATION r rt .r �f � �q= ; 2:._7,v t.. - .,O. 5.... Name: Mailing Address: C o - 0 3" Phone#: o Email: e 117J� - -U -- -- ----1_ - -� 3D - m .�.,t..� r �, ;,: .Y•'•ti•=�y '� < .'.� v +" ." y�4_a •sue'-"'E� ` r '` :h 8`�' ^��' t �^-'�• �c DESCRIPTION OF"PROPOSED Ct?NS'�RUCTION '�;,. �;�` >:x ,w, ��;�. at �-,`� `''s 1�5�,.'xf-"�? t z ax'�' �s��k� �y,��'` -�1'a �z>,�t � '� r4 \ ,K�z �.*"�i ' �'��'�`� a,�l�"{e Sze'* '�•, �:. New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ (;_S O/ 000 Will the lot be re-graded? Oes ❑No Will excess fill be removed from premises? 21es ❑No 1 M , Existing use of property: Vu u } I o �r intended use of property: e s a �,^ ; L v Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to z this properly? ❑Yes Rho IF YES, PROVIDE A COPY. �, �e�,\d yam, �?+.d y»rRya�.ai- s �. Ch'dMBo After Readin �meow er/�htractorJdesig professlbnal is'responsible f r all rainage aniltstoirr jvater issue as provided�by ` g b E.;ti c S r g n {3 ✓4.-.rm. t . n 5 4 ,4 -� ' x Chapter 236 of the Town Code (APPLICATION IS,HEREBY MADE to the Building Department forth"issuance ofa Bulldmg Perrnit pursuan#to the B aiding Pone Ordnnancee of the°Town ofSouthb d,SuffolrIk,Countyw Yoi�c and;ot �e applicable Lauvs, inances of Regulations;forthe w�nsteuetion of buildings, .�..r';Ne e �,,.a.,,� a. Ord - �"addmons,°-altePations or�forremovalor;demol�age„as herein;described The,ap I�ca"�itagrees to�wmply waif a1t�pR1�pb1e laws,ordnrances,buddmgwde', ,�� - � "housing wde.and regulations and toadmit autharhed inspectors on prema�antl m�►uiltling(s)for necessary mspectio��Ealse statements made hereinare >4puMshable asa Class A misdemeanor pursuant to�'ection 210AS of flag New York3tate penal Law��,-�, ti,� � k��,�,��n,��"� ��,L; �;,«,,_� �� ut„4 Application Submitted By(p 'nt name): Q��-y s ICE, ❑Authorized Agent 36wner Signature of Applicant: Date: 1 -STATE-OF-NEW-YORK) SS: COUNTY OF Six£ 0-b I Teen hrLtP36 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the QWaer (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 20 a3 (�AtarX.Public EVE L.GATZ-SCHWAMBORN VOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No.OIGA6274028 (Where the applicant is not the owner) Qualified in Suffolk County II'' Commission Expires Dec.24,20?f I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date C � 11eerN rvPs�� Print Owner's Name +� 2 .r 4 OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex ��®F S® �® P.O.Box 1179 54375 State Road Route 25 e`® Southold, NY 11971 'Ile (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 ® �O� http://southoldtownny.gov C®UfdT�,� ZONING BOARD OF APPEALS Town of Southold January 8, 2024 Colleen Krupski 17950 Main Road Mattituck,NY 11952 Re: De Minimus Request, File#7614 a-7e0 Krupski, 2-7o Skunk Lane, Cutchogue SCTM No: 1000-97-8-31.6 Dear Ms. Krupski; We are in receipt of the Architectural Plans, that we have requested, prepared by Robert I. Brown, last revised December 22, 2023, showing the septic location and the relocated proposed two story single family dwelling with an attached garage and deck and sunroom. I have reviewed these revisions and have filed the plans with the ZBA records for the approved de minimus changes and submitted one copy to the Building Department. Please contact our office if you have any further questions. A kivv l�s Weisman, Chairperson i cc: Building Department D E Q E I U E Robert I. Brown, Architect JAN — 9 2024 Building Depeften! Town of Southold BOARD MEMBERS QF SO(/� Southold Town Hall Leslie Kanes Weisman,Chairperson �� y®! 53095 Main Road•P.O.Box 1179 Patricia Acampora 4 . Southold,NY I 1971-0959 Eric Dantes Office Location: G @ Town Annex/First Floor, _ Robert Lehnert,Jr. � ® a0 54375 Main Road(at Youngs Avenue) Nicholas Planamento �ijtCo Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD APR 2 8 2022 Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATIOWthold Town Clerk MEETING OF APRIL 21,2022 ZBA FILE:#7614 NAME OF APPLICANT: Colleen Krupski PROPERTY LOCATION: .-2-�kunk Lane, Cutchogue,NY SCTM#1000-97-8-31.6 27(vo SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and;determines that this review falls under the Type II category of the State's List of Actions, without further steps uA j"":SEQRA. SUFFOLK CMTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 25,and the Suffolk County Department of Planning issued its reply dated December 2.1,2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt Iist and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 80,294 square foot parcel located in the Residential R 80 Zoning District. The northerly property line measures 425.14 feet, the easterly property line measures 175.74 feet and is adjacent to Skunk Lane,the southerly property line measures 492.50 feet and the westerly property line measures 175.00 feet. The present parcel is currently vacant except for an accessary barn located in the northern portion of the property along with a metal storage container which is outside the barn.There is,a gravel dirt road that starts on the property from Skunk Lane and traverses the property along with other dirt roads that lead to the adjacent farm field owned by the applicant's family. A section of the parcel is located in a FEMA Zone X and another section is located in a FEMA Zone AE(EL 6)as shown on the survey map prepared by Donald J.Metzger, LS and last revised December 14,2021. BASIS OF APPLICATION: Request for Variance from Article III, Section 280-15; and the Building Inspector's October 5,2021 Notice of Disapproval based on an application for a permit to construct a single-family,dwelling at; 1) resulting in an existing accessory barn located in other than the code required rear yard; 2760 Skunk Lane, Cutchogue,NY. SCTM#1000-97-8.31.6. RELIEF REQUESTED: The applicant requests a variance to construct a single-family dwelling on a,conforming 80,294 square foot lot which places the existing barn and storage container in the front yard. Pursuant to Article III, Section 280-15 of the Town Code,accessory buildings and structures shall be located in'the rear yard. ADDITIONAL INFORMATION: The barn has the benefit of a Certificate of Occupancy issued on September 9, 1983. Page 2,April 21,2022 #7614,Krupski SCTM No. 1000-97-8-31.6 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is a large undeveloped wooded lot which has housed the existing barn,used for storage of farm equipment,for many years with no adverse impact. The front (easterly)portion of the property slopes toward the road, is heavily wooded and contains two FEMA Flood Zones. The rear portion of the property (westerly) is relatively flat and open and is at the highest elevation; it abuts agricultural land to the south that is stripped of development rights. Placement of the dwelling and septic systems as proposed will have no visual impact on other residences in the area because it will be visually screened from view of the road by dense woodland and because the proposed front yard setback is well over 200 feet from Skunk Lane. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved.by some method,feasible for the applicant to pursue, other than an area variance. The existing accessory barn has been on the property for many years and cannot be moved. Building a new dwelling on the easterly portion of the property that is closer to the Road, and Aeft would locate the barn is a conforming rear yard, would require building in a low area within FEMA Flood': nQs and the removal of a very large tract of woodland that would result in substantial drainage problems.Theieore,existing site conditions require that the applicant locate the proposed new dwelling and septic system on the highest,flattest portion of the property toward the west end,thus requiring variance relief for the barn which will then be located in a non-conforming front yard. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However,the as built barn has legally existed in its current location for many years without adverse impact and is still used as dry storage and to house farm equipment in active use. The front of the parcel is sloped and is heavily wooded and the barn cannot be seen from the road or other properties in its existing location. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.Placement of the proposed dwelling and Innovative Advanced wastewater treatment system will be on relatively flat,open land that will minimize Iand disturbance and tree removal and will be located outside the flood zones on the property.The proposed dwelling complies with all code required setbacks and lot coverage. Further,the applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B;motion was offered by Member Acampora, seconded by Member Weisman(Chairperson), and duly carried,to Page 3,April 21,2022 #7614,Krupski S.CTM No. 1000-97-8-31.6 GRANT the variance as applied for,and shown on the on the survey map prepared by.Donald J. Metzger, LS, and .last revised December 14,2021. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the,degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant-to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not.been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted.. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building.Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). � l J Leslie Kanes Weisman, Chairperson Approved for filing /2�022 , D 11) Ls Fi- i 0 ) BUILDING DEPARTMENT- Electrical �nspejfhR 2 0 9-024 a� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Ja TAB PZPZ Southold, New York 11 971-0959,,VV?W'' F 0 7,rl't=.'vr:L-7, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrC@southoldtownny.aov - seandCD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: M,4,c (q Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email:CLOS51709gmail.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: C O 1 ( P)R V-k IBC su Stu I Address: p vc�� Cross Street: Les(a Phone No.: Bldg.Permit#: 150'3q 3 email: Curu Suj 65w- 44a; Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �c,us wick,,:�s 0kA,-3 5L,-CAct"<-e- + Senhu- Square Footage: j 3g Circle All That Apply: Is job ready for inspection?: ❑ YES Z/NO —]Rough In - ❑ Final Do you need a Temp Certificate?: � YES❑ NO Issued On 3 . Temp Information: (All information required) Service SizeZ1 Ph❑3 Ph Size: 3A # Meters Old Meter# EfNew Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectOUnderground❑Overhead # Underground Laterals 91 R2 Frame Pole Work done on Service? D Y N Additional Information: awl. 60,U.e3 r'r0s44 PAYMENT DUE WITH APPLICATION �O Gy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD co • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 0 Telephone (631)765-1802 Temporary Certificate # 1656 Date 3J dD — 2024 Customer Name ,S Electrician Name Address 0 �P Phone Ca sn' e-mail C sk/ 68" Q. • Carr- e-mail � Qc��-�70 Phone License# Size '�3 Q A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by , 0 - BUILDING-DEPARTMENT- El mt.ricalli''spe hE_ 2 0 ?024 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO B6XAPT7911 Southold, New York 11971-0959'`,77' ' :° `:` ` 'ht. Telephone (631) 765-1802 - FAX.(631) 765-9502 , ©1 rogerr(cr-southoldtownny.gov -- seand@southoldtownny.gov { APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: M4 f-'c " Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME ."Elec` email:CLOS5170@gmail.com Elec. Phone No: 631-298-4588 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: C O 1 ( �'�e A LC CU ��i.i t Address: S vcu Cross Street: 1_e Phone No.: Bldg.Permit#: 5C 3q 3 email: C V vLt �,K i 656�r41 JLr_ Tax Map District: 1000 Section: 7 Block: Lot: �j1 422 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly); C)uS l.L� -e- . I Square Footage: 1�5?, Circle All That Apply: Is job ready for inspection?: YES ZNO Rough In 1 Final Do you need a Temp Certificate?: r7 YES ❑ NO issued On 3 Temp Information: (All information required) Service Size161 Ph❑3 Ph Size: '2-<-')O A # Meters_ Old Meter# fNew Service[-]Fire Reconnect[]Flood ReconnectOService ReconnectoUnderground QOverhead # Underground Laterals Z1 2 Frame El Pole Work done on Service? DY *N Additional Information: rl rvm �.l�r S+��.J TV'A Iv S PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches ` GFI's .� ik � Surface Sconces -'� � --� H H's � UC Lts Fridge l HW POOL Panel Fans lik� Mini Fr. W/D ( PUMP Exhaust Oven c6 Sump Heater -Trnsfmr- Smokes �1L DW Generator Salt Gen: . Carbon Micro I GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA .Inst Hot DeHum` Transfer Disc Combol Cooktop Minisplit Blower AC AH > Hood Blower Service Amps Have Used, Sub Amps Have Used Comments L-,,-e 3o C3- q6 4S Scott A. Russell °SUFFQ'. S�FOIKNI WA IEIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119-n Town o f So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM �jl Ili iil ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT �II! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: CosK" Date: (Prin ur t 1 i (Si nate, Contact Information: �C c k�i (eg v� 1 !i IL-Ylad&lelephnne Numherl �Q31_ 742 Property Address / Location of Construction Site: Z-,,,,- S.C.T.M. #: 1000 i District Section Block Lot ;i li TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! ® - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than l Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ,Arco of Disturbance is Greater than l Acre R Storm-\.varPr Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Date: J� f: J Reviewed By: i; FnR M x CMC P-Tnq (lrhnl,al ?n 1 q I R(?- Cpl v A I � CONC 1.9 N illy \ N/O/F GON o s� \\ \\ McKENNA 2�.2 s� $s MA ZONE AE\(EL 6) i SCTM# 1000-97-8-9.2 >> E 25 \ DWELLING '10 �' \ PUBLIC WATER 6�° �\\I � �� E 77•02 N °°Z FEMA ZONE X 2I N 80 5 FEN.COR. PIPE 3�� \ Fy \ METAL POST & 0.6'N FND. N N \ n \ WIRE DEER EL=17.1,\ EN.COR � c° \ FLOOD FENCE FEN.END METAL STOCKADE FE 2 0 �' STORAGE 15 �� ZONE LINE EL=17 � ' CONTAINER - WATER LOT O b STATION 2 04,N sNE� r' SUBDIVISION ERT J. KRUPSKI -z 1 01� N EMBER, 2004 O DONC. DECK& D PROPOSED PROPOSED o of �\ _ , STOP 1 O APRON rn 1 SUNRO- 2 STORY w �cr y N1 3 00 BEDRHOSEM aQ m 0Q NA Nro �1 sro k x x �� /, s\o�� E C E E REMOVE /� 1/ 20" �►r•3 LO LOT O EXISTING 1 DRIVEWAY J 1 �2 8" 8@4- N/O/F A. KRUPSKI �.�-�' �? <10 min. 20• �'PROP gA� ' FFB 2 9 2024 1 0 �4 , VACANT/TO BE ON PUBLIC WAT R �, �� N/O/F KRUPSKI � �� 1 k g D-Llpa?anent \ 1, k � SCTM# 1000-97-8-31.4 `oWn Southold 1 � �611 \fJ DWELLING WELL +150' / x LOT COVERAGE LOT AREA=80,294 sq.ft. 1 02.6 5' EXISTING EL=17.2 S S 0°5 7 V1I 0 0 BARN 981 SQ.FT. PORCH 30 SQ.FT. N/O/F KRUPSKI SHED 45 SQ.FT. RAIN RUNOFF SCTM# 1000-97-8-31.2 TOWN OF SOUTHOLD 1056 SQ.FT HOUSE WITH C I (DEVELOPMENT RIGHTS) 1056/80294= 0.013 1.3 A.' 2370 x 1 x 0. VACANT 403/42.2 = c PROVIDE PROPOSED Connecter; S I T E PLAN BASED ON SURVEY BY: PECONIC 5URVEYOR5, P.C. BARN 981 SQ.FT PORCH 30 SQ.FT. PROPOSED S, SCALE: 1 = 30-01 DATED: 02 FEBRUARY 2024 (REVISED) SHED 45 SQ.FT (3 BEDROOM: EXISTING EXCEPT AS NOTED HOUSE & GARAGE , 2,138 SQ.FT 1-1000 GAL. c ncn/i O. C`//A/ onn� xWSE dPlmw anw . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PENMR FOR APPROVAL OF CONSTRUCTION FOR A 02/24/2024 I>roE�9,�,� tL„,5 In19'PD�,",°ED• SINGLE FuAar RESIDENCE ONLY Revised Plan Approved t .5• Expires 03/24/2027 aeon mA LD - DATE 03rz4rz1 H.S.REF.No. R-zo-lrsz IS.Y I.E. APPROVED ��.1°-• P I L IAY Iw1. ,yC FOR MAKLMUM OF 3 BEDROOMS d—21M WP• mba ..- tlI i mn n v I °an 10° 3 KN mm 3InuM EXPIRES THREE YEARS FROM DATE OF APPROVAL So Im m GIB N SCTMB U I000-97-4-13 0 o e m o s°v m mem mmv F WELL UNKNOWN (a)U'Aom�c TOWS EXCAVATION INSPECTION REQUIRED FOR.SANITARY.SYSTEM fLOP'� wr11EST EKPE<1LD w+axDWATER/ aE.41N im n S By HEALTH DEPARTMENT G�l`Y�5 a+n11m WATER D_1.°' V E SEPTIC SYSTEM DETAIL PROPOSED SEPBC SYS7EM Nrs (J BEDROOMS MAX) 1-1000 GAL.SEPRC TANK N 2-80 X 6'DEEP LEACNWG Pm O 0. 5NN END 9111iABL WWR fO Z JUDIIN/BNURTZ �xP K m°P.AK4:°. 3b8 MUSTRREVUST Sf'MR NPE MAN MADE PQVD F1 'E' SC1NB 1W 97-4-14 ELUNG w•E... i22 yG� UNKNOWN NEIL UNKNO 'n WN RAIN RUNOFF CONTAINMENT.' A HOUSE.1N DECK&SUNRM.=2570 SOFT. 2370,1..0.17=40J=ff. $B (LL 40J/4T.2=9.5 CLEAN OUT DETAIL c VF N/OA" ¢ � ��W«i e r X&Lod(0f a°xAamp sC1NB 1100�97-6-6 NTs DWELUNC 2 PUSUC WATER SZ \ NCKE NA pY 4 0� \ 9} fEL 'eo 6) 'P SO V w w.vtcmiumvm A ZONE A(' `_ SLIM/1000-97-8-9.2 6 0o E - LUNG N/O/F PUBU WATER Se N/IOOOR-97-8-9.1 77.02' TL n ' FEMA ZONE K q 1 SC1YB Robert L Brown OWELUNc g0'5T00"E » r1 \ N' 10D0-97-9-9 PUBLIC WATER ti P� ``.,W/ } �w PUBU LW AWN Architect,P.C. s1P00°ER w.,Tr \ a ELooO �xyP cv�W 6 w. oS Bay Ave.Oreenp—NY 1¢T' sur 20NE LINE W " NoQnbrowllarchitect.cam 0 LOT }89' 631-4n-W5+ 939 C r� $UBOIWSIW T U.KRUPSKI 0M as BM.2— BeTMi.IA°' 1 1 2vc T00 `ram_ 00- � aW 4 9cTN/N000�97-e-10 33 DWELLING- N j / 114°g id PUBLIC WATER LOT IQ aecNARo (/�1/ 'P ' N/0/F A.KRUP9K111 N/O/F O VACANT/TO BE ON PUBLIC WATER PANBOA REEVES TRUST _.- 1 N/O/F KRUPSKI SCW f 1WO-97-8-11 - T. j a SCTUf 1000-97-8-31.4 PUBUCLLNG TEST ROLE DATA j _ ;� �� KRUPSKI MCDONALD GEOSOENCE - 6b e/zs/2oo1 o-4 ° 5 LOT COVERAGE COLLEEN LOr AREA=BO294 sq.1L 1760 SKUNK LANE DARK BROWN SILTY 1.'0"a 102.65' � EKIrnNc CUFCHOGUE,Nr u935 BROWN LoaMr n-1 T.2 5 80'57'00'W xAs BARx .1 San.. IwAcrinlA vcr u[ N/O/F KRUP90 WED 4Js Soil NEW CONSTRUCTION SCTUB 1000-97-8-31.2 1056 TOWN OF S WCLD SOFT. . (DEV OPP*NTT 1LDHTS) 1osG/a9294=D013 1.3 s. . PALE BROW ME R) nC • maR,g sax0 sw ^�^+w� 1.0' IJ' BASED ON 5URVEY BY: PROPOSED GENERAL NOTES SITE PIAN BARN 9BI SOFT. SITE PLAN PECONIC EYO 5URVR5,P.C. WAIEt IN PALE BROWN ® X L i'-90a DATED:02 FEBRUARY 2024(REVISED] SNED RNE TO COARSE SAND SW --A— NOISE&"RACE z"SOFT 17' 5CTM:1000-97-08-31.G DELX&SUN ROOM Iry .wN ZONED:R-80 3M,SOFT. suln.srvv NOES.WATER DW70UNTERED IXARFA:50,294 5F(1.83 AC) BELOW SURFAC£ J194/80294-O.OJ9l 4.OS EEVAIIONB REFERENCED A,NAr9 AB Al �; F E B 6 2024 ii i:3. 6.' Lt$' 1' N SURVEY OF PROPERTY HOUSE slot.or other ��1- A T CUTCHOG UE F.F.EL 16.5' suit.'.cover �^ir�r stepper end Ptug FINISHED GRADE TOWN OF SOUTHOLD EL 17.W FINISHED GRADE EL17.3' EL17.0' 5• >a mascn9,cNmney SUFFOLK COUNTY N.Y. P _ 6'MIN. �• clean out 12• "AX 1000-97-08-31.6 I.E. 4, 14• 18' 5.4' 6• ;4 g' I.E mma SCALE. 1'=40 1/4•per foot min.pitc 2 1/8•K foot min ma min.4'do.PIP. pitch min.4•dia.pipe 14.8' m a MAY 29, 2001 .tees 2400 pipe or equal s• At-24M pipe e..gem ( i SEP7EMBER 5, 2001 (TEST HOLE) min. mmm® m m o 3'MIN 3'MIN a m to o o a a m a COLLAR 1000 GAL PRECAST COLLAR a m m e m m 11 JUNE 3, 2020 SEPRC TANK m m m m= m m a DULY 1, 2020 4'LIQUID DEPTH mmm 0 e a m my s _ AUGUST 24, 2020(PROPOSED HOUSE) y m m m m m m m e--m mma m m a m A N/G/F FEBRUARY 21, 2021 (HD COMMENTS) o GIBLIN m m m a `n SCTMB 1000-97-4-13 FEBRUARY 24, 2021 (HD COMMENTS) • OP 1r. DWELLING NOVEMBER 23, 2021 (REVISIONS) s'6 lGCj WELL UNKNOWN DECEMBER 14, 2021 (Correction Lot Coverage) (2]LEACHING POOLS GROUND WATER EL 1.0' (80 x 6'DEEP) HIGHEST EXPECTED GROUNDWATER- SAND SW DIG DOWN 80 TO SAND(SP) REMOVE MATERIAL AND 7 EACKFILL WITH SAND(SW) SEPTIC SYSTEM DETAIL (SAND SP) oo DEC 10 ppp� PROPOSED SEP77C SYSTEM HIS o, J BEDROOMS 1-1000 GAL SFP77C TANK SLATE OR OTHMl EL STOPPER END f • " Dn Or Apn• 5.7' I SUNABL COVER OR PLUG PIP NIOIF WURTZ 2-80 X 6'DEEP LEACHING POOL AS OEUO EDGE OF FRESHWATER wt�uw0s ^ AS OEWFAFD!n SUFFOLK ENWtONMEMAL �p 1` s5.3 RAIN RUNOFF CONTAINMENT. w CONSU DNG ON JUNE 9,2020 1JNa' \a �T IFtRTRUST I£ HOUSE WITH DECK=1045 SOFT. SEWER PIPE TRUST WAS x!x 0.17-178 cu.1[ `� MAN MADE POND/ N. SC BDWEWNG-4-14 178/422-4.2 VF 30'ELBOW O PROVIDE 1 OWs. 80 X 5'DEEP \\+_- wts i $L� WELL UNKNOWN O, Connected by Gutters&Leaders - UF 44 1 60'WYE FEN.COR. ` /i 33'S tp CLEAN OUT DETAIL W TTTS �`\�9 TEST HOLE DATA G NIS SCIMB 1000-97-8-6 /X� •J��% /7 \ �' DWELLING srMlD McDON G0SdL7JCE I PUBLIC WATER E ;� �J,r), \ Z� 812/25/2001 t � \0. 14.0 k\ \ � DARK BROWN SILTY 1 I t.9 N �'ls v5 P I.LOAM OL 11 // // cDN S / \ �O O BROW SILT MLLOAMY ,t SCTMB MdCENNA-8-9:2 1 • '" g1.2 �\o s° 100'9EI71ACK FROM I \�R// FFMA ZONE AE\fEL 6) \\ �� 4' ACCU/RSFO ` PUBLIC WATER II LLING �•,0 �? `8� <<MAN MADE POND ��-✓ 's. `�`\ 1 SCTM SCTMB 1000-97-8-9.1 1 E 77.02 <J '� FEMA ZONE X �� ' 1000-97-9-9 PALE BROWN FINE TO DWELLING 1 t1,J� g0'S7% PIPE - 1• '3 -A , ) /� DWELLING COARSE SAND SW PUBLIC WATER METAL POS'1-h FER'COR' FIND. - 3'N .. \ cf-`. LA PUBLIC WATER D.6•N Fk J CO \ WIRE DEER EInl7.t FEN.. //O.b'S��41 MITK iO D 4D �E re FENCE \ is. LOT02 Y\ ,6R�f3` D,J,a / \ STORAGE / VD•j 5 !� EL 6.9' 1.0' 1J' _ -73� �---- / \ \CONTAINER 1/WATEF FLOOD posE° / cFIF/ OXN - O \ \ 1 STATIDI pP° S\0 ; \\\ \ ZONE LINE WATER/N PALE BROWN \ FINE TO COARSE SAND SW I �cruvEt_a,.tac I I / NOTE WATER ENCOUNTERED 1J' I o �. /// PROPOSED \ PLEER NA ANN BELOW SURFACE ` o - A t / / 2 Hal.FR. \\ �.'� �vRON 7c �'' SCTMB 1 DOO-97-8-10 ELEVA77ONS REFERENCED 70 NAM 8B fit ///// FF-18.5' I ` DWELLING I 1 PROPOSED ■°'13.4' / / �4�N.1 ---- K PUBLIC WATER t ///1ST&2No t. / / l�° -- - ` �• x / STY.DECKS 36.g• / 's \ KEY Q =REBAR 1 ORCHARD I jLP aett�g- • n^ Dw 7'I10 `\ �' 10 N/O/F I 30.0 ® = WELL Q 1 I PATRICIA REEVES TRUST 112.9 I i �1 / sr e?' ;' N/O/F KRUPSYJ , SCTM# 1000 DWELLING e =STAKE i 'O• SCTMB IODO-97-8-31.4 e = 7ESTHOLE I �` i i a _ „,�i ] DWELLING \ PUBLIC WATER FINA MAP O =PIPE c i ; ; ��•,� WELL+150 `� REVIEWED BY ZBA a�'' J 6$ LOT COVERAGE 15 =MONUMENT AREA OF yR D� a 5 SEE DECISION# = WETLAND FLAG iM�ML CHAN E 41' e s LOT ARFA=80,294 sq.ft. �03= unuTr POLE �EMEFIT I m ENS77NG DATED/�/�fl� ! 10'WATERLINE j \ q 102.0 \ BARN 90 SOFT =HYDRANT �Road) 7' 5700 W ` PORCH 5 SOFT. _ FLOOD ZONE FROM FIRM 36f03C0l64H 'pub'et le con Little Neck Rd.) 25 EL-77s S 80' m 45 SOFT. N/O/F KRUPSKI 1056 SOFT. �EOFNrW Mop£ffectim Date: September 24 2009 SCTMB 1000-97-8-31.2 f056/80294=O.OIJ 1.3 X bl�'ip J.b�!ay TOWN OF SOUTHOLD d✓ �P (DEVELOII&&RIGHTS) 7HE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM c n• FIELD OBSERVA710NS AND OR FROM DATA OBTAINED FROM 07HOM l .Jr.• ) THEREFORE 7HEIR LOCH 77ONS AND OR EXISTENCE IS NOT GUARANTM, PROPOSED \ e�I BARN 981 SOFT. �?,5R. F am famillar with the STANDARDS FOR APPROVAL AND CONSIRUC770N OF SUBSURFACE PORCH JO SQ.FT. �Liri SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and 01 abide by the SHED 45 SQ.Ff. conditions set forth therein and on the permit to construct. The location of wells and HOUSE 9J5 SO.Fr N.Y.S UG NO.49618 cesspools shown hereon are from Field observations and or from data obtained from others. NEW DECKS 110 SOFT. .Y.S UG NO.051132-01 ANY AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC770N 7209 OF THE NEW 2tO1 SO.Ff. PECONIC SUR S PG, YORK STATE EDUCAnON LAW.EXCEPT AS PER WCRON 7209-SUBDIVISION 2 ALL LOT NUMBERS REFER TO MINOR SUBDIVISION FOR ALBERT (6J1)765-5020 FAX(631)765-1797 _ _ 2)O1/80294=am 2.6X P.O.BOX 909 OPIES BEAR THEMPRESSEDVSEAL OF 7HE SURVEYOR SE SIGNATURE APPEARSAHEREON.OR OFFICEPON/NOVEMBIER$ 2004 AS FILEUNO. 111778KS ARE.1-B0z941 SOUTHOLD, 1197 20-031 l. i HOUSE slate or other c°°t Iron ` F.F. EL. 19.5' s itale cover tacking Cover g �2� SUR VEY OF PROPERTY stopper end plug FINISHED GRADE EL. 17.5 FINISHED GRADE EL.17.5 EL.18.0' � ^(1 �+.. ae A T CUTCHOGUE L-j 16.5' z Tux. f,,x, masonary chimney "{ +f ' _r 2.0' TO TAN OF SOUTHOLD �6'MIN. MAX. -+ ��' ,� �� SUFFOLK clean out I.E. ° 2• -° 10 ""---- - �4U��a ,ay\ 0Coc 4..r . LK COUNTY N. Y 16.2 18' 15J' ® m m � • • 1/4" per foot min. pitc L 1/8" per foot min_ 19.6' ® ®M -� OK Ja 11�_- q min. 4" dia. pipe �'" pitch min. 4" dia. pipe ® ®o'. 1000--97-08-31.6 class 2400 pipe or equal auw uNE class 2400 pipe or equal ( ®)ES® m° 3' MIN SCALE: 1'-40 �,•MIN. 3' MIN �--� 0 0 m ® ® m M m m MAY 29, 2001 ,.000 aaL rMca.l septic Tank 1 COLLAR 0 0 ® ® t� EM ® m ai COLLAR /N/O/F lara ® ® ® ® mmm 0 0 IM ® ® EM tM m m GIBLIN SEPTEMBER 5, 2001 (TEST HOLE) _ 0 0 is ® ® ® ® m m SCTM# 1000-97-4-13 V) m m m 05 rn en m m M m DUNE 3, 2020 SEPTIC SYSTEM DETAIL m ® � ® em en m m fir- o DWELLING WELL UNKNOWN DULY 1, 2020 Nrs W [ a m En 2020 (PROPOSED HOUSE) 3'min. 2] LEACHING POOLS AUGUST 24, CL (80 x 6' DEEP) o P.O rn FEBRUARY 21, 2021 (HD COMMENTS) SLATE OR OTHER STOPPER END _ BACKFILL MATERIAL TO BE +c�O �" FEBRUARY 24, 2021 (HD COMMENTS) SUITABL COVER OR PLUG HIGHEST EXPECTED GROUNDWATER J -_ CLEAN SAND & GRAVEL �N�G NOVEMBER 23, 2021 (REVISIONS) w GROUND WATER EL. 1.0' !V� DECEMBER 14, 2021 (Correctlon Lot Coverage) SEWER PIPE ` FEBRUARY 2, 2024 (REVISIONS) APRIL 26, 2024 (FOUNDA 7ION LOCA 770N) 30' ELBOW PROPOSED SEPTIC SYSTEM (3 BEDROOMS MAX) 1-1000 GAL SEPTIC TANK N / 60' WY 2-80 X 6' DEEP LEACHING POOL NO E .p0. CLEAN OUT DETAIL N TS 7 LANDWARD EDGE OF FRESHWATER WETLANDS ny L:PIP5.3 N N/O/F AS DELINEATED BY SUFFOLK ENVIRONMENTAL n'�`� \ JUDITH B WURTZ CONSULTING ON JUNE 9. 2020 )\WLF 5A•v v'a � IRREVOCABLE / # 1 "9 TRUST \ MAN MADE POND / °s� SCTM# 1000-97-4-14 DWELLINGRAIN RUNOFF CONTAINMENT- \ it~ z �G- �. WELL UNKNOWN _ WLF HOUSE WITH DECK do SUNRM. =2370 SQ.FT. WLF # 3 ft. \ , �� 2370 x 1 x a 17 = 403 cu. . �I 403/42.2 - 9.5 W FEWCOR. PROVIDE 2 DWs 80 X 5' DEEP (hr equivalent) N/O/F 3.3's \ Connected by Gutters do Leadera WATTS �� \ SCTM# 1000-97-8-6 [WELLING y./ \��, / FR. I PUBLIC WATER / ✓� STAND \ McDONALD OGEOSCIENCE / oE� � P1,l �2 �5 14.0' 8/25/20�1 i.9 N / �ePGK`k5 �oLE DATA \\\\ �\ ' DARK BROWN SILTY N 0 F I Cbk /Ro s 'c o \ ` V t�O LOAM OL 1 McKENNA I �- z ��'11\00 oN i FEMA ZONE AE\\(EL 6) \ S �,OP' 1 1 SCTM# 1000-97-8-9.2 I a 21 .� 25 �,: \ 0• DWELLING I +�O too' sE'rBACK FROM -1 LOI LOAMY ACCURS4 II rob; " - j ` _MAN MADE POND - _� \ �� \\\ \ •� N O F PUBLIC WATER G w a 4' SCTM# 1000-97-8-9.1 1 „ E 77.02 N aG "° Z FEMA ZONE X o�� \ SCTM DWEWNG 1 N BC'57 0o PIPE 3 A \ \ W MEN 1OW-97-9-9 PUBLIC WATER METAL POST do FEN.COR. FND. - ` 3.� N f \\ / DWELLING, PALE BROWN FlNE TO WIRE DEER EL=17.1 0.6'N FEN.END // O.7°S OR_ �' METAL. D 0' \ �� GE ��N� /''/ ELs5• �Qs �� PUBLIC WATER COARSE SAND SW FE FENCE i \` A5• L0T COCKADE F - _D.4S / \ \ STORAGE ,/' EL,.17.2' EN..- - - i / ��' \CONTAINER WATER FLOOD �'��' /G(�P / atj ate. \(t 6.9' DAN _ O�� \ STATION 24 - - - - - - SNEo t�\\ \ ZONE LINE1.01 ®TH oBT-R� WATER IN PALE BROWN EL-14.o; _ 0 1 1•x I' FINE TO COARSE SAND SW p P RS NCR / ' -CONC. �00 MCP. �� JEER �p� N 0 F 17 0 1 , cr Cor;;rete iq.8' � STOP SCTM • 1000N97-8-10 Foundation \\ /'� - x NOTE.• WATER ENCOUNTERED 13 /° ° Top Fnttn ei 1s 7' / �\ \ � _ _ / / DWELLING BELOW SURFACE U 11 / / \iJ - II // �n2 M\`�` \\ PUBLIC WATER ELEVATIONS REFERENCED TO NAVD 88 1/ / / s ePok -' LOTQl ORCHARD N/O/F A. KRUPSKI /i E ET/ \ N/0/F 00. VACANT/TO BE ON PUBLIC WATER �� / PATRICIA REEVES TRUST ' N/O/F KRUPSKI SCTM# 1000-97-8-11 \ SCTM# 1000-97-8-31.4 DWELLING DWELLING PUBLIC WATER CJ1 AREA OFI GRAbE � +'�O CI}I WELL +150' � 00 ANGEI<1'1` f� �•1 I 1 I , 56 l LOT COVERAGE ° LOT AREA=80,294 sgYft. ,�� o2.s5 KEY � E 7.2 S 80,57too W \ \ REBAR EXIS77NG \ \ BARN 981 SQ.FT. N/0/F KRUPSKI ® = WELL PORCH jo SQ.FT. SCTM# 1000-97-8-312 ® = STAKE SHED 45 Sp FT TOWN OF SOUTHOLD (DEVELOPMENT VACANT ® = TEST HOLE 1656 SO.FT.f 056/80294= a 013 1.3 x 1HE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM ® = PIPE RELD OIBSMVA77ONS AND OR FROM DATA OBTAINED FROM 07HERS. ® = MONUMENT PROPOSED THEREFORE THEIR LOCA7IONS AND OR EXISTENCE IS NOT GUARANTEED. = WETLAND FLAG BARN 981 SQ.FT. I am famNar with the STANDARDS FOR APPROVAL AND C0NS7RUC770N OF SUBSURFACE PORCH 30 SO.FT. - SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the = UTILITY POLE SHED 45 SQ.FT. NO '-� conditions set forth therein and on the permit to construct. The location of wells and FLOOD ZONE FROM FIRM 36103C0164H HOUSE & GARAGE 2 138 SQ.FT N.Y.S UC: NO. 49618 cesspools shown hereon ore from tTeld observations and or from data obtained from others. = HYDRANT DECK & SUN ROOM ' N.Y.S LIC NO. 051132-01 Mop Effective Date: September 25, 2009 ANY ALTERA7101V OR ADD17ION TO 7741S SURVEY IS A VIOLATION OF SEC7701V 7209 OF THE NEW ,�6 =SPOT ELEVA77ON PECONIC .Sr P.C. YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC7701V 7209-SUBDIVISION 2. ALL LOT NUMBERS REFER TO "MINOR SUBDIVISION FOR ALBERT ,I. 3194 SQ.FT. (631) 765- 20 FAX (631) 765-1797 CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR J. KRUPSKI" f7LED IN THE SUFFOLK COUNTY CLERK'S 3194/80294= 0.0397 AOX P.O. BOX 909 COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. OFFICE ON NOVEMBER 5, 2004 AS FILE NO. 11178. AREA=80,294 SQ.FT. ��M�V ER f19E71E7- [20-031 f N Fs.a IG.B `A°b "w SURVEY OF PROPERTY AT CUTCHOGUE nw9iED GRME El_I7S ELL I&&D' TOWN OF SOUTHOLD I I6.3' t' masanary cNmney SUFFOLK COUNTY, N.Y. 162 L 1ST' LE 1/4'per loot mn PICA I/6'Pe Isol rm IS.6' �„2. as Prye Ply,�c a.wo • ( 1000-97-08-31.6 IrW- a am.2 3 YIN r-, " SCALE.- 1=40 — •. -1 COLLAR CouAR _ N/0/F MAY 29,2001 e a �' cleuN SEPTEMBER 5 2001(TEST HOLE)I �EP77C SYSTEM DETAIL scTMB 1000-w 4-13 �� JUN£3, 2020 Nrs - I m e•� = WELL UNKNDWN JULY 1, 2020 �.[2]l LNG P(X- AUGUST 24,2020(PROPOSED HOUSE) 110•6'DEEP! § P� rn_ FEBRUARY 21, 2021 (HD COMMENTS) 6UTE OR Slab CeJ OPl11G PER ENO --- MGNEBT EXPECTED GROUNOW�TER� � &` �'WTERYL TO BE COIF `r FEBRUARY 24, 2021(HD COMMEN ) _ _cLUJ+s°rvD a<cru"EL �G NOVEMBER 2J 2021(RgMONS) GRWND V&TER EL 1.0•J— VGEN DECOWBER 14, 2021(Correction Lot C ve age) S,ER PIPE_ 5 FEBRUARY 2, 2024(REWSIONS) APRIL 26,2024(AOUNDARON LOCA710N) 3a OBOW FEERUARY 27,2025(FINAL AS-BUILT SURVEY) w CLEAN OUT DETAIL SEPTIC SYSTEM AS INSTALLED HTS (/)1000 CAL PRECAST CONCRETE'SEPTIC TANK \ f (21 B FT.DIA.X 6 FT.DEEP PRECAST ue wm m¢of—TER � N/O/F CONCRETE LEACHING RINGS -o6NU1m er JUDDH B WURR CONNING OR axE`.T02a )\ \ IRREVOCABLE SEPTIC LOCATION TRUST MAN MADE POND/ t I SCAM/1000-97-4-14 \�� - g cy �.KNOWN A B ST 21' J2• 04 " ;G, LP(1) 26' w N/C/F LP(2) J4' M. WATTS scTM/ID00-97-8 DWELLING PUBLIC WATER .f 7EST HOLE DATA F.DQVALD GEOSCENLE 0/25/2001 I I y;," / 'La`0•a.�' !3 \ / \`` �\n �� R0• a' DARK BRONN SILTY N��O//FF I yo R * A / 00 PQ 1.LOAM OL ; 61a70?NNN4 I 21i \%// FEW ZONE AE1(4 6) 110 SCTMJ 10DO-97-8-9.2 E i BRONN LOAMY DWMUNG 91T ML NTU/RSO I PUBLIC WATER 60�' y SCTMJ 1000-97-8-9.1 i 00"E 77.02' IA `m PENA ZONE X \$A � 6 PUBLIC WATER M PosNr e6V57'7nNcmL O"Pfm _~-' N *\�� \ 1rcrER 1PUBWELLUC WELLING PALE eROKN FINE ro TE ,0,� /y'L 'Ca. COARSE SANG SW _J 1y.n.Y 'm'-----Dao aaS - \ �' �'a�d LOT(g) 2O * 4 dq1' ) ..PpW%:b 0.�N \ f s. o.4Tr caNmP¢R Ysi� FLOOD .a' 1J' - ->. ZONE LINE tMATERW PANE BROKN BU^14.7�� -_ Zp i O _ A ' -:��'• �� FINE TO COARSE SAND SW 1Y of on T ..w ba' 20: `ORNV •= -sr�oP� 1 N 0 2�n rrw,,; S011ME WATER ENCOUNTERED 13• ' w,t» "Tye rocs'd2Gomps I 10DO-97-e-10 BELOW SURFACE f, SD'pn� P A Sao bZ' Qr 200' i a i'� P1B�l1C� NG NO7 WATER O.EVA ROWS REFERONCm TO NAM 88 I LT < 1 1 1`\ / nA.t i LOT01 N/O/F A KRUPSKI ORCHARD M®i '>. � L�• ``\ �0 1C�. -' VACANT/TO BE ON PUBLIC WATER " of rnLcc 11i ) i PATRICIAN/REEOF VES TRUST SCTU --- P 1000-97-8-11 --- I N/O/F KRUPSIO 1 i I SCTMJ 1000-97-8-31.4 PUBLIWC WATER - s�7�� I WELL 0' L++15 3 56 \ ' �. •t-r' W 102.65' KEY � •-'. -- T2 S Bp'57'OOw `1 Q =REBAR V,�P , N/O/F KRUPSKI ® =BELLSCTMJ 1000-97-8-31.2TOWN OFFSNOTUTHOLD A =STAKE(DEVELOV T RIGHTS) B = TEST HOLE ,t I; ME LOCA77ONS Or BELLS AND CESSPOOLS SH09N HEREON ARE FROM • e PIPE 7ELD OBS£RVABONS AND OR FROM DATA OBTAINED FRO/OTIHFRS ■ -MONUMENT `�SSL`LAt� THEREFORE THOR LOCATIONSGUARANTEED. MONUMENT AND OR EMSIENCE IS NOT GUARANTE . 'om fan Nor e/th the STANDARDS FOR APPROVAL AND CONSTRUCTION fE SUBSURFACE , - WERANO FLAG N.Y.S UC.NO.4961E SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and rN ab/de by the apa=U77UTY POLE .Y.S.UG NO.051132-01 GoneT—sat forth Hera/n and on the permlf to crostiueG The Uxatim al rdls and Opp ZONE FROM FTRY J6I0.7C0161N PECOV/C F2 GYRnfTCA saunolas xsspads drown hereon oro from Frdd ab—il..and ar from data obtanred ITDrrr oNen. �'-HYDRANT Mop EClectlre Data:September 25,2009 (631)765-5020,(631) 89-9174 NY ALTERATION OR ADDIBLN ro THIS SURVEY IS A WOLARON OF SECTION 7209 OF THE NEW a -SPOT ELEVA77ON Ema7:peconicsurvey®bpf�nline.nef ORK STATE fWCATION LAW.EXCEPT AS PER SECTION 7209-SUBDIMSON 2 ALL LOT NUMBERS REFER TO"MINOR SUBDIDISON FUR ALBERT 4• peconicfcs6gmol.com ERDFlCATIONS HEREON ARE VALID FOT 7TIS MAP AND CORES 7NERE7F OVLY IF SAID MAP OP J. KRUPSKI'FILED IN THE SUFFOLKK COUNTY CLERK'S P.O.BOX 909 DRES BEAR THE IVPPFSS D SEAL Or THE SUR1£YM NHOSE SGNATIRE APPEARS HEREON OFFICE ON NOVEMBE R S.2004 AS FILE NO/117a AREA=8D,94 SOFT_ SO.O.BO N.Y. 11971 0-031 A .\ =:,.. stopper end.plug _ .. .. r / FINISHED GRADE. - - - ". TCHOLJ UE EL 7�5` FINISHED GRADE EL.17:5: E'18 0 mdsonary chimney ,. 2A' T�I(1 - ,MAX. D TOW11� OF SOU �p t LE jj , I 1V . • 1111 ,E� StIJ�.FOLK CO UNT Y,� N. Y. 1/4"per fopt'-min. pitch.,. ,6 1/8''per foot ..®'mm - - ./ my /}O {�1 �+ min. 4"dia..pipe. 15.6' , - , • lO0o�s7/-�t/[�—J1_V < _ avnl pflcA 4'di i doss-IZO a-nr,a Oal, narr urrt •mm. p '9 . Pe .. p-p q : , doss 2400 pipe or eggol :es en m - - �Y/v �'! i d ': �.`• m®m ero®al.m m 3'.MIN - ' ',J�.ALE: 1 �`=40 € 3' MIN e m®0®'es e=m m COLLAR. • . - _ :ax as eu><uouc rw^ 1 .COLUR m m a en'i m,d m s: 29, mma , Es�mm .. a 0 m.®®®m GIBLIN 5EPTEMBER 5 2001 (TEST'HOLE \. SCTM#,1000-97-4-13 , m,mm m DWEUJNG,. DUNE 3;.202Q SEFRC SYSTEM DETAIL ' m� ®®® ! Nrs o m®tee �: ELL DULY 1, 2020..; [z7.LEACHING eooLs-. AUGUST 4, 2D20•,(PROPOSED HOUSE) , W NKNOWN X s' DEEP) o �P,Q a+� FEBRUARY 21, "2021,(HD COMMENT) SLATE OR,OTHER. STORPER END r , .. „-.-.-_. :.:.. k_:. BACKFlLL.MATERIAL TO$E a FEBRUAR'Y 24, 2621 (HD:'COAffMEN7a) ' SUfYABL COVER OR PLUG' - w`!�:R - NS)s HIGHEST EXPECTED GROUNDWATER✓ CLEAN SAND &GRAVEL `Ci GROUNDWATER EL. ,.o'..�.M.�- - vG� - - - DECEMB,ER,'114,:2021 (Carr?ec64on SEWER PIPE 1 . ' FEBRUARY 2,:2024 (REIiISIONS) APRIL 26; 2024;(FOUNOATIDN LOCATON)- 30' EUW.V - - - _ - FEERUARY 27,'2025•(FINAL AS-BUILT S RVEY) O SEP.710 SYSTEM. .AS INSTALLED CLEAN. OUT •DETAIL` 1 :.PRE SP oN PP AN y fr),Doo cAL, CA . c cRE E,sE .� ? K . N75 ,, F` B`FT lA. X^6 FT. DEEP PRECAST N f0/p„ t,2 -,D _ EE ECAS, , < , LANDWARD,.EDGE OF,FRESHWATER WETIANDS` ' 5,7 A,7 JUDITH`B WURTZ':: QON,CRE7E:LEACH/NG,R/NGS ',: DEUNErTEO'BySUFFOLK aMRONMENTAL ��5.a 1• 'CONSULTING ON DUNE 9.•2020•. )oly -�q++ .1 IRREVOCABLE s SCTM ,1000 97 4=1;4-, SEPTIC LOCATION,' PDN�c �9:: <� MAN^MADE � ' ,P s. G�... W A B �..f` o• ELL „ WLF DwEi:UNG UNKNOWN - ST ,21'. 32.'. � .� LP f �$' "44i.'" • - �3.3"S'' ;\\.. ,. • ,1 * ,�, , N/a%FAs W4TIs' /X .. \ \ . '•' SCTM# 1WELJNG7:8-6 x PUBUC WATER / D TEST"HOLE,`DATA . - srAN 2 MCDONALD.GEOSCIENCE o Y a 8 25:2001 / / . • Loy t a co�c,. ,•A (G { ,) R T N 0 F- \;- DARK B 019N SIL / / o.. wn Q. OL , McKENNA;` z;, s\ i fEMA�ZOUE�AE�EL 6 1 ; SCTM :1000-97-8-9.2- p ,oD SETBACK FROM 1 1+ •. •, : BROWN LOAMY DWELLING \ . MAN,MA➢E".POND ' �',"5 >C' '.•_]s,•. ` SILT ML PUBUC WATER, �i G.; _ • \ t1 ACCURSO * w�Yp o \ C SCTM# 1000.97 8 9 t" , 7 FEMA;ZONE X', �, \\ Al � i° 1000-97-9-9 4 DWELLING,. ' S7 viPE f 3a �.. w METER, a � N 8�. .F :CDR ;1' �\ "" `11 OWtLING„ , PUBUC wATER M AL POST -". Et ETD. . .• 3=;. N y W, ... £T &: -:•„ ,.0.6.N:. �, ;'::,ca>. \'-. -'PUBLIC,Wf.1TER :. .. ... , ,. fi:COR._ i. gip, ::�,'" l35.' _p>, .VFlRE:DEER Et=17:1 _ ,. - -.,,.. ,;'io. ` - - '::.£,. Fi PALE BROWFINE;TO FEN.END:, v. METAL. £ ..:FENCE. , ,0.715 -\ ,.-. 0. ' .- �a-'� Op0 rt \s. LOT 2 /, ' s. .. fE ... s • ,.STORAGE. .'.. -�L �; COARSE SAND SW. < KADE; : D.4s \ �. . „' 1, ea L'ss' sTa =na;z .FFN. - -— �. sE. 5 , .r' .. CONTAINER .WATER.' FLOOD � <. � .-s..-... ___.—. ,.� �� -C s :- �' :.STATION. �t � c 4- '..ZONE LINE`- •�`;. „'• $. , �. o - � \ , TH v - , EL-14:0 C! , • 'WATER 1N PALE,BROWN --. - . ,, ..,PROPAh)_ .. : TANKS_ �1 RNE 7b:COARSE SAND:SW, u..,. _ .. .,:• A :: QNC _QEEa. F, 3 1 N 0 , .. .. o z, I , ,,, ... -. . . J - . : .. -m -.:...,- -'<• Story.f�"' .,;. .. p. ,r,, -,H , rams. 1 ,rV s 1 i SCTM��1000-97r8 10 - •s - N071~,:WATER ENCOUNTERED 13 "� se r T ., I COVEPED'. .,.::F n &Garo90 , h- -,'4 p SCR E,.2, I awEulNc`,: BELOW SURFACE SCREEN to PUBUC WATER , i °, /o c \ ELE REFERENCED,.D NAVD,.88 - . , , , ,. .s ...----'' ., �, �. r ..�-' ,,/ 1,, B E "^ LaT 1 57GDp ^ oRcxARD N/0/F A KRUPSKItP- m� ;1 .: N O/F' -.. ,- .:... .... - . - ,:: � ,. .. ._..: •`;•,. .;4e \ .'MET - ,./ < .. . .,-. AREA-0F GRADE , F , ER.1, L \ / PATRICIA REEVES TRUST .r,<.,, , ,.< •,... :,4',,.,. � ,;;:p<_,; VACANT/TO,BE ON.PUBUC WATER, , ..: 1 t •_ � r �.. SCTM ',t00D=97-8-T1 DWELLING - v�r N/0/F KRUPSKI' t � SCTM .1000 97=8-31 4 _-- WELL +1501 'PUBUC WATER KEY zz g 80.5T00 0 =,RE s - - - KEL R z KI SCTM# 1 OD 97�8,31i2. —STAKE 07 TOWN OF SOUTHOL S 1 10 (DEVELOVACANT RIG , TEST HOLE `> ;-`7HE LOCATIONS,OF W£CG$"AND.CESSPOOLS.SHOWN HEREON ARE.FROtd PIPE _- • . RELD OBSERVATIONS AND OR FROM DA,7A OBTAIN£D..FROM,07HERS THEREFORE THEIR;LOCA:710NS,AND-DR°EXIS7ENCE,, NDT,GUARAMEED•' ., ,,,'' . ; :. r', - " ,'" _ �, MONUMENT ,• "`. _ 7 6rri f.;1;'Xor aith•'therSTANDAROS-FOR APPROVAL AND CONSTRUCk'N-OF SUBSURFACE' .' <, " - 'N.YS 1,IIC. NO. 49618 F S and.wlll abide b „ <�7�4N YS. 11` - 1 I, ., D.FLAG' SEWAGE•:D15POSAL>SYS7EMS OR 5YNGGE',FAMILY RESIDENCE y,the `� U L TY POLE UC Ia0, O5 32,O conditions set forth' therein and on%the'pehmh to construct:The location;of wells and c nnri."vrc eo,n nou ic,nvnn,ciu.' -_.._-' nrnnurn 6i r+'nco mine mr-?e nri,nnuc' Generated by REScheck-Web Software �� )� ��-y n- ;�(j ; Compliance Certificate: !�? N O V 3 0 2023 Project Krupski NEW CONSTRUCTION .r0U Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction t Conditioned Floor Area: 2,363 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2760 Skunk Lane Colleen Krupski Robert I. Brown Architect P.C. Cutchogue, NY 11935 205 Bay Avenue Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com i�Me iiianIE�-,Passes using,QA trade-off Compliance: 11.1%Better Than Code Maximum UA: 314 Your UA: 279 Maximum SHGC: 0.40 Your 5HGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter - Ceiling: Flat Ceiling or Scissor Truss 1,194 50.0 0.0 0.026 0.026 31 31 Wall-1st Floor: Wood Frame, 16" D.C. 1,251 28.0 0.0 0.050 0.060 52 63 Door- Front: Solid Door(under 50%glazing) 21 0.400 0.320 8 7 Door-Garage: Solid Door(under 50%glazing) 20 0.400 0.320 8 6 Door-Deck: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.26 Door-Sunroom: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.26 Window-Dining: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window- Living Room 1: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window-Family Room: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window- Living Room 2: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window-Kitchen 1: Wood Frame g 0.300 0.320 3 3 SHGC: 0.31 Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Prop. Perimeter Window- Kitchen 2:Wood Frame g 0.300 0.320 3 3 SHGC: 0.31 Wall-2nd Floor: Wood Frame, 16" o.c. 1,112 28.0 0.0 0.050 0.060 49 59 Window- Master 1:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window- Master 2: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window-Master Bath: Wood Frame g 0.300 0.320 3 3 SHGC: 0.31 Window-Master 3:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.31 Window-Master 4:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.31 Window-Bedroom 1:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.31 Window-Bedroom 2:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window- Bedroom 3: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window-Bedroom 4:Wood Frame SHGC: 0.31 16 0.300 0.320 5 5 Floor-Over B II-Wood Joist/Truss 1,194 30.0 0.0 0.033 0.047 39 56 Complia ,, oposed building design described here is consistent with the building plans, specifications, and other calcula raj ilit I. ermit application.The proposed building has been designed to meet the 2018 IECC requirements in R Sc eio S` and to comply with the ma quirements listed in the REScheck Inspection Checklist. am Tit e ',.', Sign t e Date Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% 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. `Sectko" Plans Verified•° Field Verified ' # Pre-1"nspec'tion/Plan Review Corriplies�•' Conihidnts/Assurnptions' Req.ID Value _ Value.. 103.1, ;Construction drawings and „� ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate ❑Does Not [PR1]1 ,energy code compliance for the ;building envelope.Thermal `� �' "'❑Not Observable !envelope represented on � ❑Not Applicable ;construction documents. s 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate r ❑Does Not 403.7 ;energy code compliance for : fir n: []NotNot Observable [PR3]1 ;lighting and mechanical systems , , !Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC ; 'Commercial Provisions. : e 302.1 :a'"Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. 403J - rsized perACCA Manual S based Btu/hr Btu/hr '❑Does Not [PR2]2 lon loads calculated per ACCA Cooling: Cooling: Manual or other methods ❑Not Observable ] Btu/hr Btu/hr Happroved by the code official. 1 ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 3 of10 section _.. # Foundation" nspection Complies? Comments/Assumptions ;&,Req.ID 303.2 1 y E A protective covering is installed to ;❑Complies :Requirement will be met. [F011J2r protect exposed exterior insulation :❑Does Not «a and extends a minimum of 6 in. below grade. �❑Not Observable ;❑Not Applicable ; 4654Snow-and ice-melting system controls:❑Complies ;Exception: Requirement is not applicable. ,. [F012]?° ' �installed. ![:]Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 4 of10 Plans Vef-ified ; Field benfietl # Framing/Rough-In Inspection �` Compl�es� r^�. 'Corr�ments[Assumptions' & Value Value 402.1.1, :Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values. FR111 ; ; [ ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope assemblies 402.3.1, 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 ;Requirement will be met. [FR4]1 ;are determined in accordance r � � El Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. []Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23] !installed per manufacturer's []Does Not ; ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 r:or has infiltration rates per NFRC ❑Not Observable "400 that do not exceed code �� ❑Not Applicable !limits. 402.4 5 IC-rated recessed lighting fixtures3t � � []Complies ;Requirement will be met. z '�,. A fl . t � [FR16] °^ sealed at housing/interior finish �,� .❑Does Not m and labeled to indicate :52.0 cfm 1; leakageat 75 Pa. ❑Not Observable � ❑Not Applicable f .,m "` `a mr.` '`a #s`a �� 403.3.1 ,Supply and return ducts in attics � -�$� � € "��, �� ❑ ,Complies ,Exception: Ducts located [FR12]1 !insulated >= R-8 where duct is []Does Not complete! inside the >= 3 inches in diameter and > " 3y U � r :buildingenvelope.❑Not Observable p R-6 where < 3 inches. Supply and return ducts in other portions of � '* ❑Not Applicable :the building insulated >= R-6 for diameter>= 3 inches and R-4.2 � r ; �1 :for< 3 inches in diameter. t 403.3.2 :Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with ❑ Does Not !joints/seams compliant with l x � r ❑Not Observable !International Mechanical Code or �, �� , !International Residential Code, as "` � a ❑Not Applicable ; !applicable. ' 403.3 5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3ducts or plenums. ❑Does Not ❑Not Observable ,fix * []Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [ER17]z • above 105 4F or chilled fluids ! ;❑Does Not below 55 QF are insulated to >_R- j ` 3. ; ;❑Not Observable ai ;❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 :piping. []Does Not []Not Observable ❑Not Applicable 463.53 '-: Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. [FR18]2-,_ >R 3. ;❑Does Not ° ;❑Not Observable f !❑Not Applicable 11 High Impact(Tier 1) ::2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 5 of10 Section x° '^ =` Plans Verified " Fleiil Verified # Framing/Rough In Inspection Complies Comments/Assumptions, &Req.ID` , Value Value`; - 403;6 . Automatic or gravity dampers are ❑Complies :Requirement will be met. r ' [FR19]� installed on all outdoor air t � ❑Does Not intakes and exhausts. } � j a ; a c aOR x ❑NOt Observable x ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 6 of10 Section x �- "Plans Verified Fieltl verified ` ` # �Insulatiod Inspection Complies' Comments/Assumptions, t& Req.ID value Value•" s a_a 303.1 ;-All installed insulation is labeled " ` ,] '" ❑Complies ;Requirement will be met. [IN13]2 „ or the installed R-values ," ' ,: ❑Does Not id proved. .�° ❑Not Observable , ❑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 , J ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies :Requirement will be met. 402.2.8 manufacturer's instructions and E ❑Does Not [IN2]1 in substantial contact with the u :underside of the subfloor, or floor ❑Not Observable ; (framing cavity insulation is in . []Not Applicable !contact with the top side of � ;sheathing, or continuous insulation is installed on the A e ;underside of floor framing and k � ; extends from the bottom to the ;top of all perimeter floor framingr ;members. rr �x_ �i- 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'/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values, 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable ' [IN3]1 ;exterior, the exterior insulation ; !requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ! ! ! 303.2 ;Wall insulation is installed per � s ,' ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ;T ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 7 of10 Section ' Plans Verified, ` Field Verified # Final`Inspection Pfovisions =5Complies� Comments/Assuinptionsa. &�ReglD Value Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ❑ Steel ❑ Steel tlNot Observable 402.2.6 [FI1]1 ; ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. .5 .G T 1" wz"t 4 3 303.2 !manufacturer's instructions. .e t,,F ❑ [FI2]1 Blown insulation marked every Does Not Not Observable ; 300 ft2. [:]Not 4 � < []Not Applicable 402.2 3; Vented attics with air permeable �! " � �°`❑Complies ;Exception: Requirement is [F122]2 insulation include baffle adjacent i y ❑Does Not .not applicable. to soffit and eave vents that y � []Not Observable ' extends over insulation. „ t, a :,❑Not Applicable ; 402.2.4 'Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 I insulation >_R-value of the :❑Does Not ;adjacent assembly. ;❑Not Observable , ❑Not Applicable 402.4.1.2 .Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 'ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 402:4:2 J Wood-burning fireplaces have ❑Complies ;Requirement will be met. [FIB]2 Right fitting flue dampers and .❑Does Not outdoor air for combustion. ❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not :either: Rough-in test:Total ; ,leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ,the manufacturer's air handler Ienclosure if installed at time of ;test. Postconstruction test:Total j ;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 :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ftz 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 designated leakage des' " �g g � �� ,❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of t .❑Does Not j design air flow. �� 1 :ten ❑Not Observable ❑Not Applicable 4011 1 Programmable thermostats � x � � „ 1; ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary � � �} � � r -]Does Not heating and cooling systems and G , x ❑Not Observable i. initially set by manufacturer toa c� j code specifications. ❑Not Applicable 4031.2r Heat pump thermostat installed � ;❑Complies ;Requirement will be met. r [F110]2 on heat pumps. '� � � []Does Not ; yI M € ❑Not Observable ; -, k � ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 8 of10 ction ,e .;� � �, P.'lans Verffietl Field Verified se #, r Final lnspect�onProV�sions 'Complies Comments/Assumptions &,ReyaD n ;, ,'V Value alue . a rt 403'5 1 ;Circulating service hot water �' * � " ❑Complies ;Requirement will be met. [FI11]? '; systems have automatic or „ ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403 6 1 , All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 7,:�,: fans not part of tested and listed ❑Does Not % HVAC equipment meet efficacy " and air flow limits per Table '- ' ; ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat � ' ❑Complies ;Requirement will be met. through one-or two-pipe heating ` :_❑Does Not �. systems have outdoor setback � . ., control to lower boiler water a� � j � ry � , ❑Not Observable temperature based on outdoor ❑Not Applicable ; temperature. , , 403�.5 1 1.:` Heated water circulation systems � � P :Requirement ❑Com lies I will be met. [F128]2 have a circulation pump.The � � a ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable I pipe. Gravity and thermos- P ❑Not Applicable syphon circulation systems are ; not present. Controls for �� ' circulating hot water system �� x pumps start the pump with signal,- Ifor hot water demand within the ' occupancy. Controls automatically turn off the pump � �� when water is in circulation loop is at set-point temperature andAN, 1 no demand for hot water exists ' `, s 403:5 1 2:' Electric heat trace systems . ' ° ❑Comp q lies ;Re uirement will be met. [F.129]2 comply with IEEE 515.1 or UL ❑Does Not r 515. Controls automatically adjust the energy input to the 4` [-]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403:5 2 Demand recirculation water �� ` ❑CompliesRequirement will be met. [FI30]� systems have controls that g , , , []Does Not ; manage operation of the pump and limit the temperature of the ❑Not Observable . water entering the cold water "` t ❑Not Applicable ; piping to <= 1049F. 403i5 4 Drain water heat recovery units = ❑Complies ;Requirement will be met. [FI3`1]� tested in accordance with CSA i ' ❑Does Not B55.1. Potable water-side l , *.❑Not Observable pressure loss of drain water heat ti � recovery units < 3 psi for ❑Not Applicable ; �.E individual units connected to one or two showers. Potable water- side pressure loss of drain water £ heat recovery units < 2 psi for individual units connected to three or more showers. ? I 404.1 ;90%or more of permanent � ` = ❑Complies :Requirement will be met. y y [F16]1 !fixtures have high efficacy lamps ❑Does Not ; Not Observable I ❑Not Applicable Myo� 404.1 1 Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FF23]3 Ino continuous pilot light. �� ❑Does Not ;not applicable. Ca xarq � �� ❑Not Observable ; ❑Not Applicable ; 1 High Impact (Tier 1) 2,, Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 9 of10 Sect ion Plans,Vjerified.,, �Verified s? Connents/Assu0,tibns,bon;P Ions Value Req. 0 A N 5�u, . 401.3 Compliance certificate posted. ElComplies F 1�7�-] ❑2, 0Does Not �A E]Not Observable E]Not Applicable 3033 Manufacturer manuals for Elcomp lies ;Req uirement will be met. k l [FI18]3 mechanical and water heating 11-1�n ElDoes Not ;systems have been provided. E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [2,]medium Impact(Tier 2) 3, Low Impact(Tier 3)__:::] Project Title: Krupski NEW CONSTRUCTION Report date: 11/29/23 Data filename: Page 10 of10 2018 I ECC Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): s . . Window 0.30 0.31 Door 0.30 0.26 CoolingHeating & - Heating System: Cooling System: Water Heater: Name: Date: Comments VENT I cb I I MASTER BATHROOM \� I I ��FULL BATHROOM I I I I SINK I SHOWER TOILET i SHOWER i TOILET SINK I I I I I I I I I I I I SECOND FLOOR SECOND FLOOR I I I A KITCHEN I POWDER ROOM WASHING SINK I DIW I MACHINE I SINK I I FIRST FLOOR I I I I I FIRST FLOOR KRUPSKI RESIDENCE I I I 276o SKUNK LANE CUTCHOGUE, NY 11935 21 DECEMBER, 2023 -----------� -----�--- SCALE:1/q"=i-o" Robert I. Brown TO^, ; ^, POSED SEPTIC SYSTEM y Architect, P.C. ao5 Bay Ave. Greenport i I info@ribrownarchitect.co F 4• q F I I 631-477-9752 PLUM NG SEA DIAGRAM �] ^ FF IS VIOLATION OFTHE LAW FOR ANY PE � � _ •�`t DEC /023 UNLESSACTINC UNDERTIIE DIRECIIONOFA NOT TO SCALE LICENSED ARCHI AN W ALTER ANY REM ON THIS DRAWING M SN ANY WAY.ANY AUTHORIZED ALTERAI P' >T`-�•-t" r ••,f-; AND BE N ED. E DESCRIBED IN WMIIIII LAW. 5.00° ........................................................ ....................................................... . . ............................................................... .................................................................... ----- ---- .................................... WEST I I EAST 2'-I 12" 1 26 '-1 12" i �♦ i `♦ i `♦ i `♦ i `♦ i `♦ i `♦ i i 5�00° `♦♦ .......... ........ ......... _—f------ ---- .. ....................... .. I 1 I 1 I I SOUTh I I NORTH 12" SKY PLANE DIAGRAM SCALE: 1 " = 30'-0" KRUPSKI RESIDENCE 276o SKUNK LANE CUTCHOGUE, NY 11935 21 DECEMBER, 2023 SCALE: 1/4"=i-0" Robert I. Brown Architect, P.C. 205 �' '' Bay Ave. Greenport NY r ,, -- info@ribrownarchitect.com.fy - Q e'� l�'S�i V. DEC ?. ? /'-'�`� r1 ink �r}� ,I rr IS A VIOLATION OF THE LAW FOR ANY PERSON, I' UNLESS ACTING UNDER THE DIRECTION OF A :,'�' LICENSED ARCI IrrECT,TO ALTER ANY ITEM � 4 THUS DRAWING IN ANYWAY.ANYAUTHIORIZED -- ALTERATION MUST BE NOTED.SEALED,AND -- .. .. DFSCRIBEDIN ACCORDANCEWrI}i TIIELAW. C " 2x6�EXTERIOR'CON5TR,i1GTION B .� CD-XRATTU PLW✓OOD SHEATHING-- - OR'BARRIIR 2'CLO5ED CELLSPRAY-IN FOAM IN5ULATION(R 13) R-I5 BATT INSULATION OA OA NEW 51DING TO BE 5ELECTED BY OWNER 6'-10' 3'-5' 22'-6 I/2' 5-2 I/2' 1. 1 - 2' y. .... ..., AS ON UILT-I 90'VANITY 1 m b . O MASTER BATHROOM o N I MASTER BEDROOM - ii- 2175F O KI11;F;FD _ I I ---- ' Tn NEW '5HEETROCK ON WALLS AND CEILING I- MASTER CLOSET I / i TAP4 SPACKLE,AND PAINT 3 COATS - . 3/'P�IWOOD 5UBFLOOR I I NEW FLOORING TO BE SELECTED BY OWNER ---- _ , N 1 a-s ur N - ' � ----------------------------- 2668 BATHROOM O r \ 6° FV 2868 IE 2668 ��A� 5'-3 I!2° NEW WOOD STAIR A5 i ------- M R 36'HANDRAIL TO CODE(TYPJ RISE:73/n' T9 UNFINISHED ATTIC STORAGE RUN:9)'i A5 �1vIN\ Tn RISERS:15 `4 -12'-10' 7'-4 1/2' 8'2' 3068 - 2668 /N i - — N lV TV O2668 ----------------------------- 2x6 FXTERIOR-COW 5068 5068 TRUfON NEW. D X-- ALWD5HAING N VAPOR•BARRIER i 2'CLOSED CELL SPRAY-IN FOAM INSULATION N BEDROOM 2 K-15 BATT IN5ULATION 140 5E NEW 51DING TO BE SELECTED BY OWNER BEDROOM 3/OFFICE/PLAYROOM . EWX'SHEETROCK ON WALLS AND CEILING 244 5F m APE,5FACKLE,AND PAINT 3 COATS b D Y,-PLYWOOD SUBFLOOR NEW&SHEETROCK ON WADS AND CEILING a EW FLOORING TO BE SELECTED BY OWNER TAPE,SPACKLE,AND PAINT 3 COATS - i M'PLYWOOD 5UBFl.00R NEW FLOORING TO BE SELECTED BY OWNER 12'-2 24-4 112" T-9 i,... . ./, ............................ \ 6'-71/2' O 12'-5 I/2' O 12'-4 1/2' O 6'-61/2' 57-10 1/2' SECOND FLOOR PLAN e WINDOW SCHEDULE MODEL 5� TYPC NfE ou- SCALE:1/4'=I'-0' FX15TING EXCEPT AS NOTED A TW 304 10 3'-2"x 5'-1• DH - I I B TW 264 10 2'-8"x 5'-1• DH - 3 -_ TW 2432 2'-G"x 3'-5' DH - 3 _ _ D NEW 2x6 EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING B _ VAPOR BARRIER 5 2'CLOSED CELL SPRAY-IN FOAM INSULATION(R-13) R-IS BATT INSULATION 15'-0' NEW SIDING TO BE SELECTED BY OWNER 38'-0' 15'-1 O 1/2' NOTE:ALL WINDOW5 TO BE ANDER5EN 400 SERIES NOTE:ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR 1!2'O 111-0' O 13'-11- O 2'-9' C 7-3 1/2" . E .:,..,.,:., 36'WOOD HANDRAIL TO COD (1YP.) ir,. �,, ..,,,:..... .r . . . .. .. ......... ,,..,,.-..,.,,. ,.a 5 RIDGE NEW BLACK ASPHALT SHINGLE ROOFING tAA50NRYCHiA n'rC 12 DOUBLE WATERPROOF NEW BLACK ASPHALT 9� FLASHING SHINGLE ROOFING NEW SIDING TO BE SELECTED BY OWNER 12 9� NEW BLACK A5PHALT SHINGLE ROOFING O O O O EPDM RUBBERIZED ROOFING 0.25 i2 Ix4 AZEK TRIMBOARD AROUND 1.4 AZEK MM50ARD AROUND _ ALL EXTERIOR OPENINGS MM.) ALL EXTERIOR OPENINGS(PIT.) b I x4 AZEK TRIMBOAPA AROUND a ALL EXTERIOR OPENINGS(M.) < NEW SIDING TO BE ....... ..:... SELECTED Byo'%'M - 1.4 AZEKTRIMI OARDAROUND RI ALL EXTEOR OPENINGS OW.) .... NEW'SIDING TO BE NEW SIDING TO BE SELECTED BYOWNFR SELECTED BY OWMER --- - 12-47 OVERHEAD . EECIAIC GARAGE DOOR .. .. .. NEW SIDING TO BE NEW 5101 IG TO BE _ SELECTED BY OWNER SELECTED BY(YIMER WOOD STOOP AND STEPS TO CODE aw.) SOUTH ELEVATION EAST ELEVATION SCALE:114'-1'-0' SCALE:1/4'=I'-0' EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSMUMENTOFSERVICE ANDARE THEPROPEM OFTHEARCHTTECL INFRINGEMENTS WILL BE PROSECUTED -.3 AMRIGITISRESF.RVFD Robert I. Brown SHINGLE EWBL ROOFING CK ASPHALT Architect,P.C. 12 55 NEW BLACK ASPHALT info@Fy AvwnaC�Feen rt N 5HINGlE ROOFING 631-477-9752 NEW SIDING TO BE IT ISA VIOLATION OFTHE IAW FORANY PERSON, SELECTED BY OWNER UNLESS ACTING UNDER TI{E DIRECTION OFA LICENSED ARCHITECT,TOALTERANY ITEM ON TMSDRAWING INANYWAY.ANYAUTHOWZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE W'U'H THEIR NOW BLAC ASPHALT <tl DMA C 1.; SHINGLE ROOFING O rGCGW`��•%f 1.4 A2EK TRIMBOARD AROUND O O O O © P, ,'•)t {c ALL EXTERIOR OPENINGS(IYP.) ..._..__-_ .._...____. EPDM RUBBERIZED ROOFING 120.25 O NEW SIDING TO BE SELECTED BY OP.4NER CLIENT/OWNER KRUPSKI B _ COLLEEN NEW SIDING TO BE PROPOSED WJOCDECK SELECTED BY OWNER O O E 5G'WOOD HANDRAIL TOCODE(TYP.) CUTCHOGUE.NY 11 1.4 AZEK TRIMBOARD AROUND 935 ALL EXTERIOR OPENINGS mr.1 .. .... .. . PROJECITTTu NEW CONSTRUCTION i 4.4 F.T.POT 5ECURED DRAWINGTITIE WITH GALVANIZED {J� MCT/L POST HOLDER EXTERIOR ERIOR PROPOSED WALK-OUT BASEMEN EXPO5ED CONCRETE FOUNDATION WALL WEST ELEVATION ELEVATIONS SCALE:1/4'-I'_O SCALE EXISTING EXCEPT AS NOTED v NO\'EMBER,mz3 �/�a Yd DRAWING NO. NORTH ELEVATION n .� 1.8 AZER TRIM50ARD :.. 1'-G' zx12xRIDGe�, •�ItT• -- _ 2x 10 RAFTERS @ 16�O.L.�. 7,.5'CIDSED CELL$?RAY-IN.F.OAM IATION(R-09) COX RATED PL`1M1WD 511EATHING VAPOR BARRIER ASPHALT SHINGLE ROOFING �3 ORAFIEPS.@�16'O.C.• '"C[DSED'GELL SPRAY-IN FOAM INSULATION(". NEW'2x6 EXTERIOR CON5TRBCTION__ UNFIN5HED ATTIC STORAGE CD X RATED PLYWOOD SHEATHING RATEDftYWOOD5HGTHING I VAPOR BARRIER � Ep ASPHALT SHINGLE ROOFING ULAT 2-CLOSED CELL 5PRAY-IN FOAM INSION(R-13)- R.15 BATT INSULATION - :.>:: r'I NEW 51DING TO BE SELECTED BY OMNEP, 1 2.5 CVUNGJ(J15150?'i O.C.: Rf (2)2.10 HEADER(M'.) - -_ EPDM RUBBERIZED ROOFING UNFINISHED ATTIC STORAGE 0.25 12 _ 1.8 AIEKTRIMBOARII - NCWGUTM16TODCSRECTED (.2x OCCIUNG JOI$T5;@>I6.O.C.�] �. 2.12 JOISTS(a,I O.C: 14'TJf 560 JOISTS['16'�O.C-' I (2)2.6 DROP - CLAD'V AIIK "(2)2x I O�HEADER(1YP^), 36'I IANDRAIL TO CODE DROP CEIUNG IN NEW WOOD STAIR i2)'2xB:tlEADER QYP.) ' RISE:7Y' LA INDRYRLIOM AND ._L-- RUN:9Y' t WAY -- CUSTOM SCREEN PANELS R15F.R5:15 '(21'2�T O;HFIJJEP,'(fYP.I--- 0 8'SQUARE COLUMN OW MN CLAD m 21 (3)2.6 CO lM1H AZEK PZEK NEW Y-WOOD DECFJNG TO BE SELECTED BY OWNER �(,NSECCBARwER-�� "' V/DOD STEPS TO 1 2x8 P.T-J01515.A-Jb=O.C.�x ` ' 2R 12 JOISTS�'16_O C (9V•z +A`:{i'h..: 'Ti.x".t9Si GOOF �r/2}2x`(-rT-GGI.CDCR_' _ £- t-3o BAT INSULATOH T4 PPOST SECURED WITH ( 2.G`T SILL PIA GAL .T-VANIZE-IMETA1•POST tfOLDER 1 a ev,soNOTUBE b 4'TOURED CONCREIY &POURED CONCRETE FOUNDATION 305301.&POURED CONCRETE STAB w!Gx6 W.W.M. i WALL✓/S REDAK CON I INUOU5. ROOTER W/5 REBAR IN EACH 8-POURED CONCRETE FOUNDATION (ERROR COATED WITH CONCRETE DIRECTION.MINIMUM 3'-a BELOW Q WALL 4 B5 REBAR C(MTINUOIJS. ... GMEN,ON UNDISTURBED 50IL m EXTERIOR COATED WIDI CONCRETE SEALER 36''HANDRAIL 70 CODE NEW WOO STAIR 8-POURED CONCRETE FOUNDATION 8'x I G'POURED CONCRETE RISE;7 Y' WALL W/5 RCBAR CONTINUOUS. FOOTING v/05 REBAREONDN000S. RUN:BY, EX(ERIOR COATED WITH CONCRETE MINIMUM V-9 BELOW GRADE ON ' RISERS:IS 5WEP UND15TURDED 501L ••• - 4 POURED CONCRETE ••• THESE PLANS ARE AN INSIRUMFMOP SMVICE SLAB w/6x6 W.W.M. SECTION A FOOTING 1NG G. d#PDCAROONE 8'.16'POIISREGARED CONTREIT INFRINGED ARE MENTS WILLBE Y OF EUTED TE(T. FOOTING 3'0-BEBARCONTINUOUS. FOOTING 3--a BELOW GRADE CHUB. INFRINGEMENTS WILL BE PROSECUTED MINIMUM 3'-O'BFICAV f,RADF ON MINIMUM 3'-0'BELOW GRADE ON SCALE.114•�1'-0' UNDISTURBED SOIL - UNDISTURBED SOIL _3 AILRIGHTS RESERVED 005TING EXCEPT AS NOTE 2,10 PAFTER5@ IG'OC. CD-X RATED PLYY00D SHEATHING VAPOR DAM - Robert I. Brown 7.5-CLOSED CELL SPRAY-IN FOAM INSULATION(R-09) ASPHALT SHINGLE ROOFING Architect,P.C. 12 97 5Ba Ave. info. brownarcbite tcom 2.6 COLLAR TIES @ 48'O.C. - ' 631-477-9752 UNFINISHED ATTIC STORAGE / TP IS A VIOLATION OF THE LAW FORANY PERSON, UNLESSACTING UNDER THE DIRECTION OFA J-RDGE BEM-_f� ON TICE DRAWRJGIIN A T TO T ERAY.ANYAU7lRED ALTERATION X-RATED S MUST BE NOTED,SEALED,AND 210:RAFTERS @•16'O.C. - - DESCRIBED IN ACCORDANCE WFTFHTHE LIW. CD- PLYWOOD HEATHING _ VAPOR BARRIER 1.8 A2EK TRIMBOARD 7.5'CLOSED CELL SPRAY--IN FOAM INSULATION(R-09) NEW GUTTERS TO BE SELECTED ASPHALT SHINGLE ROOFING 12 -7x6COl3ARIES'@.48'O.f' .tjyii lt{ T. MASTER CLOSET MASTER BATHROOM 9 - _ .�"'w•.r. \' UNFINISHED ATTIC STORAGE 2.12 JOISTS 1 G'O.G 2.12 J01515@IG'O.C. I.B IEKTRIMBOARD 14'�JI.560 @_I6CO.0:r• CLIENT/OWNER NEW GLITTERS KRUPSKI �(27 2z6,PA--.P1AiE� KITCN191 (2)I.Y),.1- %"2.00;MICROiLATA LVL HIADLR _ COLLEEN DINING ROOM CABINETS AND COUNTERT , - � -c_-V`---��-_- � ��-=�^': '� =-~() BY OTHER 2FCGTEwOR CONSTRDCTION "(( CUTCHOGUE,276c,SKUNK Y NE NEW.SPACKLE. AN ON FAINT 3 CO D CEILING `BCDP RAATp'PLYO'470D SHEAATHiNG-J CUTCHOGUE,NY LL935 � TAPE.SPACKLE.AND PANT 3 LOAiS R VAPOR BARRIER Y'PLYWOOD 5UBFLOOR PROPOSED UNCONDITIONED GARAGE SIDING TO MATCH IXISTItJG NEW POOKING TO BE SELECTED BY OWNER' PROJECT= I2ECTRIC GARAGE NEW CONSTRUCTION ELECTRIC GARAGE DOOR �p 2.12 JOISTS@ IG'O.C. Vg**�jj+ `r 2.12 JOISTS @ IG,Ox,l6azzm (2)2,10 GIRDFR (2)P.10 GIRDER '7E.%RMRE15SILLYIAIt6 •1�OVERHIFLD(tvPj: DRAWING TITLE b I/2'NEOPREN[ 4'POUKtIJ COI-E GARAGE EXTERIOR EXPANSION JOINT SLAB w16.6 W.W.M. 3 Yi'STEEL COLUMN[FIT.) 3Y-STEEL COLUMN(M.) m ) ELEVATIONS IOURED L-----1 HEIGHT V.I.F. _._ CONCRETE CONTINUOUS CONTINUOUS.MINIMUM FOOTING w/(5)B5 REBAR I vNOVEMBER�os3 ,Jq��b L-----, 4•POURED CONCRETE 4'POURED CONCRETE 3'-0'BELOW GRADE ON STEP FOUNDATION STAB w/6.6 W.W.M. SLAB w/6.6 W.W.M. UNDISTURBED SOIL „1W vpvnfel DRAWING NO. � - - - --� -- -- --- -- - - --- - - ----- - - -- -- - - ROOF PLAN SCALE:1/4—P-9 EXISTING EXCEPT AS NOTED THESE PLANS. ANDARETHE INFRINGEMEN 8'POURED CONCRETE FOUNDATION. zo23 ALL R WALL w/R5 REBAR CONTINUOU5. B EXTERIOR COATED WITH CONCRETE 7SEALER 8'x 1 G'POURED CONCRETE , FOOTING 405 REBAR CONTINUOUS. MINIMUM 3'-O'BELOW GRADE ON 3'-B" Robe- -----------------------UNDISTURBED SOIL CArchitE : •EXTERIOR ......; EXTERIOR r— 3068 ____________________________________________ 3�8 —_1 _•_ I O zo5 Bay I I I I I into@Yd —————— —--- --———————— 631-4TI-9: _J - I I DOOR FRAME AND BOX WALK-OUT BASEMENT ti. DOOR FRAME AN BOXI — _ --------- _ I I 11 I TO BE PRESSURE UNFINISHED TO BE PRE55 TREATED WOOD r'---_r—•_—_�_•___—_,—_~--_______-___, .:" - I RE TREATED WOOD — y m I I I I I I UNLESSACTIA d II o I I I LICLNSEDAR(' 3Y'STEEL COLUMN(TYP.) — I I I THIS DRAWIN I`o II I 36'x 36'x 12'POURED CONCRETE 'E I I I I 8° DESCRIBED IN POURED CONCRETE FOUNDATION ALTERATION 1 I I FOOTING w/(3)R5 REBAR IN EACH N I I �. I WALL w/RS REBAR CONTINUOUS. � O l I DIRECTION(TYPJ I '[' I I I EXTERIOR COATED WTM CONCRETE :.. ,N �I --- --- ----� ---, F—.j 5FA1,R ,J.. II - - {F I I •• I 8'x I G,POURED CONCRETE [30°30k8 POURED GONCRFf� I ,I I 7 i I I 1 I I I I I I (2)2.10 GIRDE / TER.wl:95;RfBAF IN EACH I I I �I I' I � I I I ?� I FOOTING w/R5 REBAR CONTINUOUS. I w — — �o— -+— — �—o- —� — -0 — —� —o--I--,�l— DIRECf10N.MINIMUM 3'-0'BELOW I l I I ' (� II-•'.• I I I I I I I I I I ° •• I I .: I MINIMUM 3'-O'BELOW GRADE ON , GRADE ON UNDI5TURBED 501E L _ _ �� I r L I I +• I UNDISTURBED SOIL L___J 3� I UP I % I I I � x8'P:T'JOISTS I 36'HANDRAIL TO CODE `_; I •_' I I I OI I NEW WOOD 5TAIR p I I 4'POURED CONCRETE I I Z, MA50NRY R15E:7%' I i SLAB wl QG W.W.M. i i N A5 FIREPLACE RUN:9K° I )/ i OI i •:�.,II i FOUNDATION RISERS:15 I I I CLIENT/OWI _� ml -. I fi � t I I I�R w G — :_; (,2xIQGIRDc�{a I I COLLI f - L_ _J L_�—'_j L_ _J L_ _J l I I :.. I I O'du.SONOTUBE r r— —, m I 7'-0 3/4° T-0 3/4' T-O 3/4' 7_'-0 3/4'_—q T-0 3/4' I I I 276o SKU 3ok30'xa'PouRED CONCRETE I I � r• =�,-�:=---�-�; c I I I CUTCHO 3-YIiSi CCOWMN QYP1,Y I FOOTER w/R5 REBAR IN EACH '1JI I r le - - I I I DIRECTION.MINIMUM 3'-0°BELOW I I �I I 11 I - U6=xC 'POUREDFO.NCRETE 1 = 1 I :• I GRADE ON UNDISTURBED 501E L— L— �� I I Oi FQOIAIG.w/-(3)'RSREBAR IN EACH I 1 I 1 PROJECTT)TL N o- II:•? i �' DIRECTION(Il'PJ I I GARAGE DOOR FRAME TO BE I +• ,io. _ o ,I I 0 I , PRESSURE TREATED WOOD NEW< 2xB"FIE JO15T57•� 1; •9 I `-. I ------ OPENING FOR GARAGE DOOR ----J I 444 N I � '•I I .. I ,o I . . I r —, r— a, I '• I ti I I- �Mllj. I I I I O DRAWING Tn L --------------- -- -- ---------- — — J I m L _� �_ �.a� I ....::.�.:..•:: .... .,: .._ - r FOUN T-3 I)2° 3'-61/2' 4'-I' 8°POURED CONCRETE FOUNDATION WALL w/R5 REBAR CONTINUOUS. ROOF EXTERIOR COATED WTTH CONCRETE SEALER 38'-(7 19'-10 1/2, 8'x I G'POURED CONCRETE FOOTING,,/R5 REBAR CONTINUOUS. u NOVEMBE MINIMUM 3'-O'BELOW GRADE ON B (IAKFn i i m�AT i n w P i A�i UNDISTURBED SOIL A5 DRAWiNGNC 1.8AZUK RJMBOAKD 2.12 RIDGE BEAM _ \� � �GIpSFB.CFL�+S{RAY IN FOAM`INSUTAnON(R,4$) p //�� CD-X RATED PLYWOOD SHEATHING ' ( 1 VAPORR ASPHALT 5HIN SHINGLE ROOFNG 2.12 RIDGE BEAM `., `v�/ ': Z:5'_CLOSED:CELLSERAYIN:FOAA�WSIIWTION:IP�-_4S)� NEW 2.6 EXTERIOR CONSTRUCTION UNFIN5IHED ATTIC STORAGE C0.X RATED PLWVOOD SHEATHING '- LD%RATED PLYWOOD SHEATHING VAPOR BARRIER VAPOR BARRIER ASPHALT SHINGLE ROOFING S ��c D9EII c[�SjPrarIU E°AMJLW uL nonyg_t3 a S:BAAINSULATION - - NEWSIDINGTO SEIELTED BY OWNER . � 2,8 CHUNG JOISTS @ 16'O.G. (2)2.10 HEADER(TYP,) n O M EPDM RUBBERIZED ROOFING UNFINISHED ATTIC STORAGE 0.25 12 1 x8 AZFK TPJMBOARD NEW GUTTERS TO BE SELECTED 2.10 CEILING J015T5 @ I6'O.C. 2.12 JOISTS @ 16'O.C. 14'TJI 560 JOISTS @.16'O.C. r (2)2x8 DROP BEAM V CLAD w/AZEK 36'HANDRAIL TO CADC A. (2)2.10 HEADER OW.) NEW WOOD STAIR DROP CEILING IN (2)2x8 HEADER(TYP) RISE:7% 1NDRYROOM AND RUN:9YR' H WAY RISER5:15 (2)2.I0 HEADER DVP.) CUSTOM SCREEN PANELS b O 8'SQUARE LAWMN AZEK U m (3)2x6 CLAD WITH A2F1C - k NEW%-WOOD DECKING TO BE SELECTED BY OWNER - IN5ECI0A 1W iu WOOD STEPS TO 2.5 P.T.J015T5 @ 16'O.C. aW+ ' ' nlu 2.12 JOISTS @ I G'O.C. LDS!`:2iR:A4C:nSY+ :`S7a'$w'ES^u '�'A3L'hT£ CO DYPJ (2)2SB P.T.GIRDER fel30;BA7LIN5UtAifOIJ 4x4 P.T.POST SECURED WCH7 ( 2x6 P.T.SILL PlA GALVANIZED METAL POST ROWER 10'da.SONOTUBE o 4'FOUREU WNCR[IE b WALL w/Y5 fCEBA CONTINUOUS.a-PO RED CONCRETE FOUNDATION OD OH 30530'x8'POURED CONCRETE - SLAB w/G.6 W.W.M. m EXTERIOR COATED WITH CONCRETE FOOTER W Y5 REBAK IN EACH 8'POURED CONCRETE FOUNDATION DIRECTION.MINIMUM S 9 BELOW Q WAIL ws YS REBAR CONTINUOUS. SEALER GRADE ON UNDL5TURBED 501L m EXTERIOR COATED WITH CONCRETE SEALER //NEWWOODSTAIR HANDRAILDE 8-POURED CONCRETE FOUNDATION 8'.IG-POURED CONCRETE WALLw/Y5 REDARCONTINUOU5. FOOTINGw/Y5 REBARCONTINUOUS. EXTERIOR COATED WITH CONCRETE MINIMUM 3'-0'BELOW GRADE ON SEALER UNDISTURBED SOIL. ••• 4'POURED CANCP.ETC •-• THESE PLANS ARE AN INSTRUMENT OP SERVICE SECTION A 8'x 16'POURED CONCRETE SLAB/6x6 W.W.M. 8'x 16'POURED CONCRETE AND ARE THE PROPERTY OF THE ARCHITECT. FOOTING w/Y5 REBAR CONTINUOUS. FOOTING w/Y5 REDAR CONTINUOUS. INFRINGEMENTS WILL BE PROSECUTED MINIMUM 3'-0'BF.IOW GRADE ON MINIMUM 3'-0°BELOW GRADE ON SCALE:1/4'ETA UNDISTURBED SOIL. UND15TUR13ED SOIL —3 ALLRIGHTSRESERVED EXISTING FJ(CEI'T AS NOTED 2.1 O RAFTEt£i @ 16'O.C. CD-%RATED PLYWOOD SHEATHING _ VAPOR FARRIER R EREL45PRAY-RJ:FOAMINSUVTION,(R-09 - 1`oy ert I7.T��Brown SHINGLE RODFlNG - Architect,P.C. 12 5 p - zo Bay Ave. Greenport NY 5 info@nbrownarchitecLcom - 2.6 COLLAR TIES @ 46'O.C. 631'477-9752 rr IS A VIOLATION OF THE LAW FOR ANY PERSON, UNFINISHED ATTIC STORAGE UNLESSACTING UNDER THE DIREC170N OFA 2.12 RIDGE BEAM LICENSEDARCHITECT.TOALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 2xl0 RAFTERS@ 16'O.C. - - DESCRIBED IN ACCORDANCE WITH THE LAW. CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER 1.8 AZEK TRIMBOARD Tom.SOLD,riEQCELL?,RAYPO%51r1_�WU 12 �TION(R 4i') NEW GUTTERS TO BE SELECTED gSMALT SHINGLE C MASTER CLOSET MASTER BATHROOM 9 26 COLLAR TIES @ 48'O.C.� ,) UNFINISHED ATTIC STORAGE •y 0ji a 12 J015TS@ IG'O.C. 2.12 JOISTS @ IG'O.C. Ix8 A�EK TRIMBOARD p NEW GLFDEPJi TO BE SELECTED ll IL J� C4 J' 14'TJI 560 @ 16'O.G. Jj I,' CLIENT/OWNER (2)2.6 FIAT PLATE K RU P S KI KITCHEN (2)1%,x I I%2.0E MICROLIAM LVL HEADER COLLEEN DINING ROOM CABINETS AND COVNIEKT z 6o SKUNK LANE NEWY2 SHEETROCK ON WAILS AND CENNG BY OTHERS CD-X RATED PL SHEATHING CONSTRUCTION 7 TAPE.SPACKLE.AND PAINT 3 COATS b VAPOR BARRIER CUTCHOGUE,NY n935 n 'PLYWOOD SUBFIDOR PROPOSED UNCONDITIONED GARAGE SIDING TO MATCH EXISTING NCW ROOFING TO DC 5CLECTED BY OWNER PROJF.CTTTTLE ELECT ICGARAD NEW CONSTRUCTION ELECTRIC GARAGE POOR 2.12 JOISTS @ 16-O.C. ' +2x 12 J015TS @ 16.O.C.SS3YZ2dR• 2x6 P.T.SILL PIAIE (2)2.I0 f,IRDER (2)200 f,IRDFR OVER TERMITE SHIELD(".) DRAWINGTITLB b r 4-POURED CONCRETEGARAGEEXTERIOR 5LAB w/6x6 W.W.M.STEEL COLUMN(IYPJ ,&5TfmCOUuMNDYr-) m ELEVATIONS 16'x 8-POURED ---__, HEIGHT V.I.F. CONCRETE CONTINUOUS FOOTING w/(3)Y5 R®AR ( nNOVEMtlEN,aogNq��b CONTINUOUS.MINIMUM L_____1 4'POURED CONCRETE 4'POURED CONCP.EfE - 3'-O'BELOW GRADE ON STEP FOUNDATION SLAB 4C.(;W.W.M. SLAB w/6x6 W,W.M. UNDISTURBED SOIL STEP VERTICAL ) DRAWINGNO. 2x 12 RIDGE BEAM 16'O.G.Zxl0 RAFTERS @ 7.5'CLOSED CELL SPRAY-IN FOAM INSULATION(R-49) NEW 2x6 EXTERIOR OON5TRUC7nON UNFINSIHED ATTIC STORAGE CD-X RATED PLYWOOD SHEATHING CO-X RATED PLYWOOD SHEATHING VAPOR BARRIER VAPOR CARRIER ASPHALT SHINGLE ROOFING P. CLOSED CELL SPRN( EDAM IN5ULATION(R-13) R-15 BATT INSULATION _- NEW 51DING TO BE SELECTED BY OWNER 2.8 CEILING JOISTS @ I G'O.C. (2)2,10 HEADER(IYPJ Q � m EPDM RUBMFJ2ED ROOFING UNFINISHED ATTIC STORAGE 0.25" I x8 AZL'KTRIMBOARD NEW GUTFOU TO DC SELECTED 2.10 CrJUNG JOISTS @ 16.O.C. 2x I2 JOISTS @ 19 O.C. 14•TJI 560 J015T5 IN I G'O.C. (2)2x8 DROP BEAM CLAD d A2EK (2)2.10 HEADER(fYPJ 36'17ANDRAIL TO CALK DROP CEILING IN NEW WOOD STAIR (2)2x8 HEADER(TYPJ RI 7%, LA INDRYROOM AND RUN:9& II WAY RISERS:I5 (2)2x1 O HEADER,(TYPJ CUSTOM SCREEN PANELS 8•SQUARE COLUMN A2M Q' b f37 2x6 CLAD WITH PZIX NEW W WOOD DeCKING b TO BE SELECTED BY OWNER m INSECT U/+PJBFR wooD STEPS ro 2.0 P.T.JOISTS @ I G'O.C. `' '�'` ' " 2.12 JOISTS @ I G-O.G. m Im 9SSY1'hSY 'I&'$'J;•fi.4i Ym�'A$m.�^ CADS (2)2x8 P.T.GIRD POST SECURED R-30 GATT INSULATION 4x4 PSECUREDWIM ( 2xG P.T.SILL PLATE GALVANIZED METAL POST HOLDER 4'POURED CANCREIC 8'POURED CONCRETE FOUNDATION I O'Qv.SONOTUBC STAB w/6x6 W.W.M, a WALL w)95 REVAK CONTINUOUS. 30N3Ox8•POURED CONCRETE - iq EXTERIOR COATED WITH CONCRETE TOOTER W 95 ROAR IN EACH 8-POURED CONCRETE FOUNDATION DIRECTION.MINIMUM 3'O BEILAV §WALL wl B5 REBAR CONTINUOUS. 5EAI ER GRADE ON UNDISTURBED BOIL m 15 TEROR COATED WITH CONCRETE 5EAlER 3G•HANDRAIL TO CODE NEW WOOD STAIR 8'POURED CONCRETF FOUNDATION 8'.16-POURID CONCRETE RISE.7 Y• WALL IW#5 RIDAK CONTINUOUS. FOOTING w//5 REBAR CONTINUOUS. RUN:9)i' EXTERIOR COATED WITH CONCRETE MINIMUM 31-01 BELOW GRADE ON RISERS:15 SEALER. UNDISTURBED SOIL 4 POURED CONCRETE SLAB w/6x6 W.W.M. THESE PLANS AREAN INSTRUMENT OFSERVICE SECTION A 8 x 1NG.1# REBAR CONCRETE 8•x 16'POIIRED CONCRETE ANDARE THE PROPFR71'OFTNEARCH IF(T. FOOTING w!Y5 P.EBAR CONTINUOUS. TOOTING wY®5 REDAR COHIINUOUD. INFRINGEMENTS WILL BEPROSECIRCH MINIMUM V-O'BFIOW GRADE ON MINIMUM 3'-0O BELOW GRADE OIJ SCALE:1/4•-1'-0' UNDISTURBDD AIL UND15TURDED 501E ...J ALLRIGHTSRESERVED EXISTING EXCEPT AS NOTED P.10 RAFTFR5 0 16'O.C. CD-X RATED PLYWOOD SHEATHING Robert I. Brown VAPOR BARRIER - -- ASP ALT HI CELL ROOFING LOAM INSULATION(R-09) ASPHALT SHINGLE PAOHNG - Architect,P.C. 12 - 9 p zo5 Bay Ave- Greenport NY nfo@ nbrownarchiteCLCO n @ i _- u 2x6 COLLAR TIES 48.O.O. 1- 2 3 477-975 UNFINISHED ATTIC STORAGE RIS ASVIOTATION OF THEE FORANYPERSON, I1NLE4ACITNG UNDER THE DIRECTION OFA 2x 12 RIDGE BEAM LICENSED ARCHDTCr.TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANYAUTHORIZED 2x10 RAFTERS @ 16'O.C. - AI.TERAT7DN MUST BE NOTED,SEATED,AND CD-X RATED PLYWOOD SHEATHING _ DESCRIBED MACCORDANCE WTIH THE VAPOR BARRIER - I xB AZEK TRIMBOARD 7.5'CLOSED CELL 5FRAY-IN FOAM INSULATION(R-49) NEW GUTTERS TO BE SELECTED ASPHALT SHINGLE ROOFING •:lam�. 12 2x6 COLLAR TIES @ 48.O.C. G��'X,L N"q J�' MASTER CLOSET MASTER BATHROOM 9� _ _ C''A .:'s' 'JiA(:... UNFINISHED ATTIC STORAGE 2.12 JOISTS @IE O.C. 2x12 JOISTS @16'O.G. IxB A?EK TFUMBOARD fl 0 NEW GUTTERS TO BE SELECTED L 14'7JI 560@16.O.C. CLIENT OWNER 1L �l (2)2x6 RAT RATE KRUPSKI KITCHEN (2)1 'a I I e 2.00 MICROUAM LVL HEADER COLLEEN DINING ROOM CABINETS AND COUNTf3U NEWY•SHEETROCK ON WALLS AND CEILING 5YOTHER5 CV-%RATED PLYWOOD SHEATHING z76o SKUNK LANE. b TAPE.SPACKLE,AND FAINT 3 COATS b VAPOR CUTCHOGUE,NY BARRIeR D935 F W PLYWOOD SUBFLOOR f` PROPOSED UNCONDITIONED GARAGE SIDING TO MATCH EXISTING NDV FLOORING TO BE 5OLC7LD BY OWNER PROJECT7ITLE OVERHEAD ELEC NEW CONSTRUCTION ELECTRIC GARAGE DOOR `u 2.12 JOISTS @ I C'O.C. &12 JOISTS @ 16-O.C. .' . 2x6 Y.T.SILL PLATE (2)2,10 GIRDER (2)2.10 GIRDER OVER TERMITE SHIELD DRAWING TTn.E b I/2'NEOPRENE 4'POUKEU CONCRETE GARAGE EXPANSION JOIM 5LABw/6.6W.W.M. EXTERIOR m (TYPJ 3$'51eeL CAWMN(IYP•) 3)i'9REL COWMN(TYPJ ••- ----__--_T ELEVATIONS I6'x 8'POURED L—————- HEIGHT VA.F. -- CONCRETE CONTINUOUS 1 FOOTING)(3)R5 REBAR SCALE CONTINUOUS.MINIMUM L----- vNOVEMBER.-3 i1q Yro, 4'POURED CONCRETE 4'POURED CONCRETE 3'-0•BELOW GRADE ON 1 SLAB W 6xS W.W.M. SLAB W GxG W.W.M. UNDISTURBED SOIL STEP FOUNDATION 2'-O VFRTICAI DRAWING NO. OVER 4'-9 L----- . —l ••• 1 j� 8',IG'F0URfDCOlC-1 FOOTING w/05 REBAK CONTINUOUS. - M //^\\ R 36'FOOTING x(3)POUR® IN EACH 36•xING x(3)POURED CONCRETE MINIMUM 3'-0'BELOW GRADE ON 1 /j F� SECTION V FOOTING w/(3)) RE&R IN EACH FOOTING w/(3)/5 REBAR IN EACH UNDISTURBED SOIL SECTION C L----- ('f///J ``\\\�` SCALE:1/4'-I'-O DIRECTION UM.7 DIRECTION(itP.) SCALE:I/4'-1'-O' EXISTING EXCEPT AS NOTED EXISTING EXCEPT AD NOTED X I --------------� I F — ——— — ———— —————— — ——1 ROOF PLAN 5CAIE:1/4'-1'-0` EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SI AND ARE THE PROPERTY OF THE ARCHEI INFRINGEMENTS WILL BE PROSECUTED B —3 ALLRICHTSRESERVED 5 Robert I. Browi ---- ----- --- ---- --- ---- ----- wq, r---, C---, 1 .:r,:_:. oR6e —...—. _—:—. .. ... -�. .,.... � •.:r... ..� -.:.., ..7.:< Architect, I Ar iteCtP.C.P XEOR --------------------- ---- -- — z bAown arrhn io@Gitpolt ecrn ------- — -------------- 631-477-9752 DOOR FRAME AND BOX WALK-OUT BASEMENT DOOR FRAME AN BOX: ; I I it 1 TO BE PRESSURE UNRNIsnED 0 TO BE PRESwRE WU I '• - •- •.:-.'... 1 I TREATED OD TEED WOOD 1 r --------------------- 1 I IT IS A VIOIAT10M OF THE LAW FOR AM m I I N ut 1 I I I UNLESS ACTING UNDER THE DIRECTION Qj I I O O I I I I LICENSED ARCHETECT,TO ALTER ANY M I I o 11 1 34"STEEL COLUMN(TYP.) - ( 1 1 .,'I THIS DRAWING IN ANYWAY.ANYAUFH l I 36'.36'* 2'POI1Rm CONCRETE l I I -�' I D r -- ALTERATION MIST BE NOTED.SEALED,/ d lJ 1 I FOOTING W(3)/5 P.EDAR IN EACH N I I 1 I DESCRIBED IN ACCORDANCE WITH THE q O I DIRECTION(IYP.) I 1 1 101eu.50NOTUBE 3(7.30'.tY FOURED CONCRETE 1 I I I I 8III:' I I I I I I I I (2)2.1 O GRD r I I I g•. ,F.afD p,6 F-OOTER,W 15 REBAR IN EACH I I I 6 OI •��I -�I--0- +I — -�I—b I - I I - -O--'~I - 1 �' 1I II�.'� I1 M I NDIRECTION.MINIMUM 3'-0 BELOW j-1 J] I GRADE ON UNDIN 501E U 2 'Of5T5 p11 pb,'R`(.iT•=. 1..�•t 1 36'HANDRAIL TO CODE A o f I NEW WOOD 5TAIR O 1 I 4'POURED CONCRETE r- it I MASONRY ME:73;• _ 1 I 51AB W QG W.W.M. I I I I all•• 1 FIREPLACE RUN:9k• 0 FOUNDATION R15ER5:15 I I 1 I CLIENT/OWNER ell'-.- �I o I 0— o- -+1 -0—i1-- a—HI I I I ' I KRU SI` —2)zD GIRDER COLLEEN 14314' 7-0314• 7-03/4• T-0314• 7-03/4' 276o SKUNK LANE 3Y.`TEFLCOJIM (lYP) I '• I 1 I I I a l p I u 1 7 I l 1 CUTCHOGUE,NY u935 D1 0 PROJECT TITLE jai O I 1 GARAGE DOOR FRAME TO BE I I ,� , I ® _ I :•. 1 PRT55URE TREATED WOOD NEW CONSTRUCT 2.8 P.T.JOISTS 0 1 I m I I OPENING FOR GARAGE DOOR I .. I N ` _____________J •. I 19 ..:. . DRAWING TITLE L _-.- -- ———— -- FOUNDATION PLE 6'-113/4• T-31/2• _--------e'ppURED CONCRETE f9UNDATION _____________________________________ 83J4• WALL.W 05 REBAR CANTINUOD5. ROOF PLAN EXTERIOR COATED WITH CONCRETE SEALER 8'-O' 19'-1O ur B'.I G.POURED CONCRETE SCALE FOOTING W t5 FEW CONHNUOU5. a;NOVEMBER.-3 MINIMUM 3'-0'BELOW GRADE ON 6 FOUNDATION PLAN UND5TURBED 501E A5 DRAWING NO. 5CALE:114':1'47 Az EXISTING EXCEPT AS NOTED 57-10 I/2' SECOND FLOOR PLAN B MOD sa WINDOW5CHEDULEWM SCALE:1/4'= 1'-O' EXISTING EXCEPT AS NOTED n TW 3041 O 3'-2"x 5'-1• DH D TW 26410 2'-8°x 5'-1' DH - 3 c TW 2432 2'-G"x 3'-5' DH - 3 D NEW 2x6 EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING B VAPOR BARRIER AS 2'CLOSED CELL 5PRAY-IN FOAM INSULATION(R-13) R-15 BATT INSULATION , 15'-0' NEW SIDING TO BE SELECTED BY OWNER 38'-O• 19'-10 1/2' - NOTE:ALL WINDOW5 TO BE ANDERSEN 400 5ME5 NOTE:ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR 3'-01/2°O I I'-O' A 13'-I I' O 2'-9' O 7-3 1/2' C A5 36'WOOD HANDRAIL TO CODE(ilP.) L ,-p-IOl , _— 1 I, — p L G. OVEN SINK I DNJ I Tn I 16'-1 O 1/2' 3'-0 17-0 112' I ' KITCHEN I KITCHEN CABINETS AND oLIVING ROOM COUNTERTOPS BY OTHERS d� b PROPOSED WOOD DECK NEW&SHEETROCK ON WADS AND CEILING ' NEW%'WOOD DECKING TAPE,SPACKLE,AND PAINT 3 COATS TO BE SELECTED BY OWNER 3G' v 'PLYWOOD SUBFLOOR PAP N NEW FLOORING TO BE SELECTED BY OWNER --- _ BUILT-IN A _ CUSTOM SCREEN PANELS PROPOSED GARAGE AND DOOR I P b D 'DRYER i 3ALL GARAGE WALLSAND OF GYP.5OARDON m A v .y4'HEARTH T 'E9sE •` LAUNDRY/ NEW 3068 5'-3' MUE) AP I-HOUR FIRE RATED lO SELF-CL051NG A5 BUILT-IN i----- I N N B'SQUARE COLUMN(iYP.) % FIREEPPLLACE I p J o1 (3)2x6 CLAD WITH AZFJ. i BUILT-LN I �D 5068 - 4'POURED CONCRETE `, SLAB w/Gx6 W.W.M. � 14'HEARTH TO CODE(TYP.) 2' 3'- � I 5'- 6' OPEN TO BOTH SIDES, ` CUSTOM SCREEN PANELS PROPOSED SCREEN PORCH 2668 ... .i f-------------------1 PROVIDE GLASS DOORS •V p AND FRESH AIR INTAKE NEW%'WOOD DECKING TO BE SELECTED BY OWNER INSECT BARRIER 8'SQUARE COLUMN(IYP.) FAMILY ROOM 1� J I 12'-O.OVERHEAD (3)2x6 CLAD WITH AZEK i` !61, 1w• ELECTRIC GARAGE DOOR NEW)i'5HEEfTROCK ON WALS AND CEILING ; I TAPE,SPACKLE,AND PAINT 3 COATS 11�1 ;(N I DINING ROOM I I TA1 31''PLYWOOD 5UBFLOOR 1a I j' NEWy'5HEETROCK ON WALLS AND CEIUNG I I NEW FLOORING TO BE 5ELECTED BY OWNER 1'"- I I TAPE,SPACKLE,AND PAINT 3 COATS p— I I PLYWOOD SUBFLOOR NEW FLOORING TO BE SELECTED BYOWNER CUSTOM SCREEN PANELS I '-`+19{ / - 7 (2)13/'za i-%2:OE MICROLIAM-LVL HEADER,'_-' ,� 14'-0 -- i M 3070 6'-7112' O 12'-51/2' L 12'-41/2' O 6'-61/2' A5 --1--�—:1i 38'D. 19'-10 1/2' NEW 2x6 EXTERIOR CON5TRUGTION WOOD STOOP AND CD=X•,RATEU1f'LW✓OOD SnEATi11NG STEPS TO CODE(TYP.) F'vAPoganrulER_Y-- FIRST FLOOR PLAN t 15CTb NSUtKnON I`FOyAM INSULATION(R-13) NEW SIDING TO BE SELECTED BY OWNER SCALE:I/4'=1'-0' EX15TING EXCEPT AS NOTED I 1F • V ISSUES/REVISIONS RESIDENTIAL GENERAL NOTE.. ON CAD CQ TTEW BEFORE APPROVED AS NOTED MI5C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA CERTIM AM Or OCCUPA1,MY 1.THIS PROJECT 15 THE NEW CONSTRUCTION OF A TWO-STORY SINGLE WOOD FRAME RESIDENCE WITH GROUND SNOW LOAD 20 P5F (PER FIG. I G08.2 5CNY5 2020 FKOM TABLE N 1 102. 1 .2 (P,402. 1 .2) I N5U LATI ON AND FENESTRATION KEQU I REM ENTS BY COMPONENT ID B°3�5�Z •P# 'So 3 A DECK AND SCREEN PORCH,ZONED AS"0. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCN1Y5 2020 �+y r e�+r 2.THE PROPOSED HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE SEISMIC DESIGN CATAGORY 13 (PER SECT. 1613 BCNY5 2020 C0LDEr,U tD i*1 l Y VA GP- 202015 CUPPL1 CYSTErl C>!''.I'�f OT / WINTER DESIGN TEMP I I°F (PER TABLE N 1101.2) E A � � BY: `�' n(CAX FLOOD ZONE WA (PER FEMA MAP) GLAZED BASEMENT SLAB CRAWL 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR •+, Q/ NOTIFY BUILDING DEPARTMENT AT FRO5T LINE DEPTH 36' FENESTRATIN WALL R-VALUE # SPACE WALL I.CEE.0,tt.I1i® OF /a LEAD. 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WEATHERING PROBABILITY SEVERE (PER 15CNYS 2020 ZONE U-FACTOR U-FACTOR R.-VALUE WALL R-VALUE K-VALUE R-VALUE 631-765-1802 SAM TO 4PM FOR THE STATE,2020 EY15TING BUILDING CODE of NEW YORK STATE,AND THE AF 4 PA WOOD FRAME DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5HGC CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. R-VALUE DEPTH R-VALUE I I FOLLOWING INSPECTIONS: 5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1607.1 BCNY5 2020 LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 4 0.32 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10 13 10, 2FT 10/ 13 Pl.U�� G FflUNDATiON•TWO REQUIRED DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 iOls ATTICS WITH LIMITED STORAGE 20 P51 ALL PLUS 01NG WASTE FOR POURED CONCRETE SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R30I.2(5)BCNYS 2020. ATTICS WITHOUT STORAGE 10 P51 E WIND FXP05URE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. STAIRS 40 PSI IPro A LINES WEED TESTING CFORE COVERING �RfA,OUGH-FRAMING&PLUMBING LOCATION LIVE DEAD DELECT LIMIT IgvSULATION 15T.FL. 40 LB. 12 U360 FINAL•CONSTRUCTION MUST 2ND.FL.(SLEEP AREA) 30L3. 12 u36O NAILING SCHEDULE SECOMPLLTE FOR C.O. ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR4'ir<t„+a 11( ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 SEC HIGH WIND EDITION) fl 1 AIL CONSTRUCTION SHALL MEET E G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,M`THODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING ** + '1`�I . i. RC-QUIREMENTS OF THE CODES OF NEW � .�' "'>r:' - `�:C'�^ ,� R? �,', YORK STATE. NOT RESPONSIBLE FOR CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(FOE-NAILED) 3 PER RAFTER t. .. i two` 1- r.» THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST 17ESIGN OR CQNSTRUGTION ERRO OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP R}t a4 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 6 i n-krco fmcc ion DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE o �y� n 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END Yt I r� "'1 " ' (�QI U a*5 DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICfTIONS,CONDITIONS,OR EXCEPTIONS AS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END N I BOLA N �I ►3�1 Gt1 ,Jr �� ,�, L��% �v1��,, NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55ARYTO WALL FRAMING O V 1 t1 Nys , c�C 2 �L L��zPa:G��}i"�Ut* r TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT SCTM# 100 0-9 7-4-13 ��3��• I COMPLETE THE WORK TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOINT EA.51DE O �- DWELLING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURE5 REQUIREMENT5 STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. TEST HOLE DATA AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d I G'O.C.ALONG EDGES WELL UNKNOWN 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY McDONALD GEOSCIENCE NYV /y �t �/1 /� COX /� OCCUPANCY. BOTTOM PLATE TO KJNG(JOIST,BAND J015T, p/25/2001 C01,11f py TM i I I'LL�IF X-5OF DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT U ` `r^ 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING f VV 1 ��,f . r� �gt gam!��p� /►� AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST 14.0 0 f:4;'1]YOR11 STATIE t,To �'1�CoDn 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE:TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END DARK BROWN SILTY 2`"�` I�"� w ",ifs '" INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END LOAM OL 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY A5 P055113LE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK 1 f OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH J015T :I�a +rhd�wML Ji+ew1 J III.MiGI 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-16d PER JOIST BROWN LOAMY 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT ti � ! rp++ ,wkT I, .. 4. TELEPHONE SERVICES AND MAKE ARRANGEMENTS POP HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT SlL T ML �' .:�' � „�,� ROOF SHEATHING � tt�1 rr AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3 8) DIAGONAL BOARD SHEATHING 4 h FOUNDATIONS INN"OR I'x8" 2-8d PER SUPPORT 1.ASSUMED SOIL BEARING CAPACITY, 1,500 IW5q.Ft. IN 10"OR WIDER 3-8d PER SUPPORT O� 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. 'zD-Iar�*M�?�4LE i! 3"�•T 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7'EDGE/ I O'FInD PALE BROWN FINE TO GENERAL CONSTRUCTION WALL SHEATHING COARSE SAND SW 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NEXESSARYTO 5TRUCURAL PANEL 8d (TABLE 3.9) EL 5.7' COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY*THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS PIP N/O/F RETAIN STORM WATER RUNOFF REA50NADLY IMPLIED ASNECE55ARYTOCOMPLETE THE WORK. 7/16' Sd 3'EDGE/6'FIELD LANDWARD EDGE OF FRESHWATER F lP JUDITH B WURTZ PURSUANT C►`HAPTER4G ! 2.FASCIAS,SOFFITS AND EXTERIOR TRIM 5HALL MATCH EXISTING. Z, GJ�, 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3'EDGE/6"FIELD 1.0 1✓ WETLANDS AS DELINEATED BY SUFFOLK _ '�y�� , 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/10'FIELD ENVIRONMENTAL CONSULTING ON JUNE 9, WLF 3 L- De IRREVOCABLE OFTHE i�+i►IEtY CiOI}� A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS MR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) 2020 OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) # 1 �\ �� TR U S T B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOAPD SHEATHING WATER IN PALE BROWN CP SCTM 1000-97-4-14 « *.�,.•. ;, AND DRILLED IN ACCORDANCE WITH MANUFACTURERS RE:QUIREMENT5 AND SPECIFICATIONS. I NG,OR 1'x8' 2-8d PER SUPPORT POND # C.ALL SHEATHING TO BE ARA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I"x 10'OR WIDER 3-8d PER SUPPORT FINE TO COARSE SAND SW DWELLING D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. ++I4+f'�+ � ►� rseAf E.ALL HEADERS 0-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING W-F �L WELL UNKNOWN '' """�'�"`• �...� WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS 1 7f \ # 2 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS AS PER BCNY5 2020 1'OR LE55 8d 0EDGE/ 12'FIELD \` WLF WLF OR AS NOTED Q 8'-O"O.C.MIN..PROVIDE 2'SPACE FOR;AIR CIRCULATION IN ROOF, GREATER THAN I' I Od WEDGE/6"FIELD # 3 G.PROVIDE DOUBLE FRAMING AROUND ALL OPENIN'G5(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING \ # 4 G� H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'x6'OR 1'x8• 2-8d PER SUPPORT NO TE.• WA TER ENCOUNTERED 13 DRAWING. IN 10'OR WIDER 3-8d PER SUPPORT �� / BELOW SURFACE FEN.COR. 22 DECEMBER,2023 REVISED-SEPTIC LO TION 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL / r CONNECTORS 5Y'5IMP5ON'OR APPROVED EQUAL. ��` J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. N/O/F \� 3.3'S ///' \\ 0'7 DECEMBER,2o23 REVISED-WATER LI E ALL 2NG 5TUD5 SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE t GALVANIZED. SEE ATTACHED NAILING SCHEDULE. ELEVATIONS REFERENCED TO NA VD 88 WATTS ``��` /// 6, N v� 21 NOVEMBER,2023 K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS ES @ 4'O.C.EXTERIOR EDGES,AND Gd NAILS @ 12" �` / \ O. O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. SCIM# 1000-97-8-6 / L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. DWELLING %( \ FR• �j� M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE.PLATE AND STUD WITH GALVANIZED HURRICANE � /// \\ \��J.� STAN !� TYPE CONNECTORS BY"51MP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE PUBLIC WATER HURRICANE CLIPS AT ALL PERIM JOISTS TO GIRDER CONNECTIONS. G / THESE PLANS ARE AN INSTRUMENT OF SERVICE ETER \\ 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS �.. F�� // Fj AND ARE THE PROPERTY OF THE ARCHITECT. REQUIRED. ��E /P ��` INFRINGEMENTS WILL BE PROSECUTED G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. ;; a✓' ' =: //�0\ �1 ` 9 w 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/4 PA WCFM-1995.(5EE NAILING CONE 2o23 ALL RIGHTS RESERVED SCHEDULE) 1.9'N 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE FPDM OR APPROVED RUBBERIZED I I �q 9 EFLASH FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEY5 AND CRICKETS SHALL BE ALUMINUM. CON //5E�PG� �\ O'JA FEMA E A \(EL 6) 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTION'S OF SLOPED AND VERTICAL SURFACES,EXCEPT I ( N/0/F RO O STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND M CKEN N A 2' /'\0��P \ \ 0- CHIMNEY. O� AND ROOF AND WALLS. - - - 'f 2\ 2Gj S O \\ '� j I I.INSULATION SHALL BE GATT INSULATION OF THICKNE`i5 INDICATED ON THE DRAWINGS AND SHALL BE SCTM# 1000 97 8 9.2 \� ��" � Robert I Brown 2-1/2 Ib. DENSITY FIBER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS CORNER 1�, , \ .� GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R 6.5 PER DWELLING ° �,, \ INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. HOLDDOWN PUBLIC WATER �y^�lk �` �� " % \ Q' 12.NEW INTERIOR DOORS,SMALL MATCH EXISTING. f `� / j (P . '' EXISTING \�?' ` � � � Architect P.C. 13. NEW HARDWARE SHALL MATCH EXISTING. ] 0 2 N / � FEMA ZONE X \ T \ 7 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND 5HALL BE p f OO ff r 7 / • �z BARN 6� �� y \ "5HEETROCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE -8-9•1 G ,�, 2 100 1/2" ^' 80'57 PIPE /' " 3• ao5 Ba Ave. Green port NY 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKIED THREE(3)COATS.ALL EXTERIOR ] I V FEN.COR. // 3 t \ E f Y p CORNERS SHALL HAVE METAL CORNER BEAD5. METAL POST & FND. N N \/ inro@ribrownarchitect.com WIRE DEER _� 0.6'N METAL i- \ \G __5 ' PUE FINISHES EN.COR. _ _ EL-17.1' /� 1. NEWWOODFLOORSTOBESELECTEDBYOWNER SAEIDEDANDPOLYURETHANE, J �,`,-�-"' FENCE FEN.END 0,3'S / �� STORAGE 15� LOT 2 �1 5��/ /, ROPO , E` W- 631 477 975Z 3COAT5. / TOCKADE FIE _ 7 2' FAN 0_4S // CONTAINER �j� .1•! / L 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. E�--� // WATER FLOOD 1 �O P/ /' GRP g Z) poi- EL 6.9 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET 0.4'N / \ STATION I p5 / ADHESIVE. �- ZONE LINE ; ape / 3 4.EXTERIOR PAINT SHALL BE LATEX ACRYUC BY DENJAM114 MOORE OR APPROVED �� EXISTING IT IS A VIOLATION OF THE LAW FOR ANY PEON, EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. Z SHED 1 '� //�' UNLESS ACTING UNDER THE DIRECTION OF 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND RIDGE CROSS SECTION END VIEW O THIS DRAWING IN ANY WAY. ANY AUTHORIZED PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX 1 / PAINTED,COLOR TO BE SELECTED. /1 \\ �Z // ' S ALTERATION MUST BE NOTED,SEALED,AND G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) O 1 / / �� ' 100 CPS DESCRIBED IN ACCORDANCE WITH THE LAW. COATS BENJAMIN MOORE LATEX ACRYUC 5EMI-GLO55 PAINT. /I HVAC O °= PROPOSED / / wTFRS i/ N/O/F 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES O m 1 DECK AND \ V� / ; CONC. M AN N NECE55APYTO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES y SUNROOM j W cF GI? / // �� DEER SCTM# 1000-97-8-10 AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL �l f ^ CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE y / ROPOSED / STOP DWELLING �'�k L 1,�?t -' TO WORK. ° rNn 1 GARAGE / ; APRON c�� F' �'t,: ``� 2.NEW BOILER TO 13E SELECTED BY OWNERS. e° 1 PROPOSED 2-STORY PUBLIC WATER 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTENT DUCTWORK AS 3 BEDROOM HOUSE NECE5SARY. � ORCHARD 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55ARYTO - T` COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. _ I 1 5T // gPC� 1z4. • 1 N �9 -'' RO "? rim PLUMBING 1 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES LP t9 U� / �j\� 1 O NECE55APYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS 1 NEW SEPTIC LP / O �+ �.._ AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR 1 SYSTEM LOCATION z'// N/O/F REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH 1 /3 SAVINGREGARD5 TO WATER PATRICIA REEVES TRUST APPROVED""UST OFCERTIFIED WATER,SAVINGPLLUMBI G FU(TURE55A5 PUB ION. ALL FIXTURE5 SMALL 15EIS NEW SEPTIC EX HED BY N THE1 1 SYSTEM DESIGN // CLIENT/OWNER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. �, N N/0/F KRUPSKI SCTM# 1000-97-8-11 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I BY OTHERS // N DWELLING 5UPEPV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE 1 // SCTM# 1000-97-8-31.4 PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF PUBLIC WATER SOUTHOLD. 1 / DWELLING KRUPSK't 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND 1 WELL -I-150 FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. 1 _ / 1 COLLEEN ELECTRICAL �I°°R �'_ S 6 2 6o SKUNK LANE 1.FUPNI5H ALL LABOR,MATERIALS,EQUIPMENT,PLANT,'TOOLS,AND SERVICES J015T L 7 NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW _ ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,B'JT NOT LIMITED TO: UTCHOGUE, NY 11935 CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, CD SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO / APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES /�, O PROJECT TITLE WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND " " O EL=17.2 W 1 0 2.6 5, INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND - _ f f Off NEW CONSTRUCTION ELECTRICAL DISTRIBUTION SYSTEMS. a /)5 7 O"5 7 O 2.ALL WORK SHALL CONFORM TO THE REQUIRE MENT5 CP THE 2020 BUILDING CODE 3 \ G of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(O5HA),THE N/O/F KRUPSKI NATIONAL ELECTRICAL MANUFACTURERS'A55OCIATION(NEMA)AND ANY OTHER r 61dg Dspt copy from APPUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT SCTM# 1000-97-8-31.2 FUuT r*vlA M1Q 2 �Wtd d rom rom to REQUIREMENTS WILL APPLY. _ Z 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BF_AR THE UNDERWRITERS TOWN OF SOUTH OLD 1`f LABORATORIES,INC.LA13EL AND 13E SUITABLE FOR THE ENVIRONMENT IN WHICH THEY FLOOR (DEVELOPMENT RIGHTS) Dato: DRAWING TITLE WILL E ON J015T THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE 4.ALL WORK VACANT ryl►r�t►vl(�'� L�'C.o�lf a p 3 SUPERVISION OF A PROPERLY LICENSED MASTER ELECTR'CIAN. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES GENERAL NOTES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES , ITE PLAN SHALL . CONNECTED THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SITE P LA N SWITCH. LINE CORD-CONNECTED, NECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS BASED ON SURVEY B ��Y: r� ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH PECONIC SURVEYORS, P.C. SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW DATED: 24 AUGUST 2020 (REVISED) JA N - SCALE YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE �° UPLIFT CONNECTIONS SCALE: 1" = 30'-0" =' ,024 22 DECEMBER,2023 PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND _ i,-30-o" ON EACH FLOOR LEVEL. EXISTING EXCEPT AS NOTED SCTM: 1000-97-08-3 I .G CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND C O N N E C T 1 0 N 5 D E T A I L ZONED: R-80 1YING BOARD OFAPPFALS DRAWING NO. BURGLAR ALARMS AS NECESSARY. AREA: SO,294 SF (1 .83 AC) ISSUES/REVISIONS I I I I I I I I I I I I I 12 NEW BLACK LT DOWN 9 SHINGLE ROOFING I I12 I NEW BLACK ASPHALT I 1'-G' DOM �9 SHINGLE ROOFING I I I I I I I I I I I I RIDGE RIDGE I RIDGE I I I I I I I I EPDM RUBBERIZED ROOFING 0.25 2 I I DOWN 12 I I NEW BLACK l ASPHALT DOWN 12 I 9� SHINGLE ROOFING I 9 NSHINGLE ROOFING EW 13LACK T H I I I I I IT I I I I I I I I ROO i= PLAN 07 DECEMBER,2o23 REVISED-FOUNDATION SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED 21 NOVEMBER,2023 THESE PLANS ARE AN INSTRUMENT OF SERVI E AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED 8" POURED CONCRETE FOUNDATION 2023 ALL RIGHTS RESERVED WALL w/#5 REBAR CONTINUOUS, 8 EXTERIOR COATED WITH CONCRETE T SEALER 8"x I G" POURED CONCRETE } FOOTING 3 0" REBAR CONTINUOUS.S. Robert I. Brown 3'-8" MINIMUM 3'-0" BELOW GRADE ON 3'-8° UNDISTURBED SOIL. C r---� r-- I --- EXTERIOR -------------,---------------------------. --- EXTERIOR I A5 Architect, P.C. 30G8 -------------J------------------------------ 30G8 •.. r— Zo5 Bad Ave. Greenport NY I I I I I I I info@ribrownarchitect.com I I I I I I I I 61- 2 DOOR FRAME AND BOX U - — ---------------------------_ — 3 477-975 I WALK-OUT BASEMENT DOOR FRAME AN Box I , TO BE PRESSURE O TO BE PRESSURE __ __ _ _ ___ s _____ I II I TREATED WOOD UNFINISHED �o TREATED WOOD I t— ----- ———— -- —+ 1 •� I N I •. _ I I I Q IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �t m I I 1 I I I UNLESS ACTING UNDER THE DIRECTION OF in I O I i I LICENSED ARCHITECT,TO ALTER ANY ITEM ON I1 3 Y2"STEEL COLUMN (TYP.) I I I THIS DRAWING IN ANY WAY. ANY AUTHORIZ ED 3G"x 3G"x 12" POURED CONCRETE X 1 I I I 8" POURED CONCRETE FOUNDATION ALTERATION MUST BE NOTED,SEALED,AND 01 I FOOTING w/(3)#5 REBAR IN EACH N I I I I WALL w/#5 REBAR CONTINUOUS. DESCRIBED IN ACCORDANCE WITH THE LAW 01 I DIRECTION EXTERIOR COATED WITH CONCRETE IO'dia. 50NOTUBE r —� r— �w� NI L r----1 r----� I---- � I-----� J ':. I 1 I SEALER .. 1 I I I I i I I I (2) 2x 10 GIRDE 30"x30"x8" POURED CONCRETE ( I 1 I > I 1 r I I 1 8"x I G" POURED CONCRETE FOOTER w/#5 REBAR IN EACH I I I w I I _ _ I 1 I I FOOTING w/#5 REBAR CONTINUOUS. '' :.'x;; DIRECTION. MINIMUM 3'-0" BELOW w I —�— �— — �— C3- �— -fl — —�— I w l . J I I I I I I I I L '' I I I MINIMUM 3-O BELOW GRADE ON �O .+ GRADE ON UNDISTURBED SOIL. a L _J L_ _J i UP L J I I I I UNDISTURBED SOIL. 1 s " :c ' 2x8 P.T. JOISTS 1 @ 1 G"O.C. Lu az I 3G" HANDRAIL TO CODE N I I I I A ih o1 I = I ., I I I q ,u. _ NEW WOOD STAIR p 4 POURED CONCRETE z I I MASONRY RISE: 7 3/a' I I SLAB w/GxG W.W.M. I I N A5 I I I Q 1 1 FIREPLACE RUN: 9y" I ( O I oil I FOUNDATION RISERS: 15 1 I I I I Q 1 1 1 p l I I I I I CLIENT/OWNER uw —N I rI KRUPSKI o 1- 0- -1I -0 - 1I —o —}I- - Iw N 1 � 1 r .t_E' 1 1 (2) 2x 1 o GIRDER i I I I I I I I I I I I I I I I COLLEEN to -w I1 II 1I II I T-O 3/4" T-O 3/4" T-O 3/4" T-O 3/4" T-O 3/4" r III II 1I 276o SKUNK LANEo'dia. SONOTUBE CC)30"x30"x8" POURED CONCRETE 3Yz"STEEL COLUMN (Y .) CUTCHOGUE NY 11935 w/#5 REBAR IN EACH DIRECTION. MINIMUM 3'-0" BELOW I I P:il II I 6 3G"x 36"x 12" POURED CONCRETE I «: GRADE ON UNDISTURBED SOIL. L —J L_ uJ I I O FOOTING w/(3)#5 REBAR IN EACH I I .; I PROJECT TITLE DIRECTION (TYP.) `� I I GARAGE DOOR FRAME TO BE I 1 PRESSURE TREATED WOOD 1 1 NEW CONSTRUCTIO 2x8 P.T. JOISTS I I OPENING FOR GARAGE DOOR I I iD 1 @ IG"O.C• 1 0~ 11 I I 4------------------------------I I o I I I �I I ICu — — -- -----------———————— —————-- coN I I N co I I I I I I o DRAWING TITLE —I L------------------------------------------------------ L _J L_ _J I A5 FOUNDATION PLAN G'-1 13/4" 7-3 I/2" 8" POURED CONCRETE FOUNDATION 3'-G I/2" 12'-3" 4'-I" ROOF PLAN WALL w/#5 REBAR CONTINUOUS. 8 3/4" EXTERIOR COATED WITH CONCRETE SEALER 38'-0" 19'-10 1/2" Bldg Dept co from ZBA SCALE 8"x I G" POURED CONCRETE i/4"=i-o' FOOTING w/#5 REBAR CONTINUOUS. Flr►ai reviewed do �� 0'7 DECEMBER,Zoz3 MINIMUM 3'-0BED BELOW GRADE ON B Z A Me j �(e)� DRAWING NO. UNDISTURBED SOIL. A5 =_ FOUNDATION PLAN (UNFINISHED BASEMENT) SCALE: 1/4" = I'-O' EX15TING EXCEPT AS NOTED B ISSUES/REVISIONS NEW 2x6 EXTERIOR CONSTRUCTION TOC CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-15 BATT INSULATION C C NEW 51DING TO BE SELECTED BY OWNER 6'-1 O" 3'-5" 2 2'-6 1/2" 5-2 112 I - 2" Li A5 16'-O" 14'-2" O N UILT-I 90"VANITY UILT-1 L/ O ' / 2C, MASTER BATHROOM N / 20G8 ! \ / 5'-6" ' N ! N MASTER BEDROOM I I , o ' K!IIG BED 217 SF c� NEW 2"5HEETROCK ON WALLS AND CEILING I= MASTER CLOSET I ! - TAPE, SPACKLE, AND PAINT 3 COATS to _ 3/4" PLYWOOD 5UBFLOOR ! NEW FLOORING TO BE SELECTED BY OWNER UG 1O'-9 1/2" N ----------------------------- BATHROOM C 6" DC WN 36" VAN I FY j - 2 )1 868 2668 5-3 1/2" NEW WOOD STAIR A A ! —— — \ /NRY 36" HANDRAIL TO CODE(iYP.) 3ApUNFINISHED ATTIC STORAGERISE: 7 /qM O RUN: 9Y2' C! 111M�1\ m cn 12'-10" 7-4 I/2" RISERS: 15 8 2" sit I / 30G8 2668 _ ! N — N N ' N ' / ————————————————————————————— O 50G8 2668 5068 N NEW 2x6 EXTERIOR CONSTRUCTION — CD-X RATED PLYWOOD SHEATHING `Q VAPOR BARRIER N 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R 13) / N BEDROOM 2 R-15 BATT INSULATION 140 SF NEW SIDING TO BE SELECTED BY OWNER u BEDROOM 3/OFFICE/PLAYROOM ; -' EWY"SHEETROCK ON WALLS AND CEILING 244 SF ; APE, SPACKLE, AND PAINT 3 COATS o NEWY"5HEETROCK ON WALLS AND CEILING i /q PLYWOOD 5UBFLOOR TAPE, SPACKLE, AND PAINT 3 COATS NEW FLOORING TO BE SELECTED BY OWNER / % %" PLYWOOD 5UBFLOOR / NEW FLOORING TO BE SELECTED BY OWNER ` / ! ! ! 12'-2° 24'-4 1/2" ! c� G'-7 1/2" O 1 2'-5 1/2' O 1 2'-4 1/2" O 6'-6 1/2" C /2" 38'-O" 57-10 1/2" e__ WINDOW SCHEDULE5ECOND FLOOR PLAN THESE PLANS ARE AN INSTRUMENT OF SERVICE SCALE: I/4" = I'-O" MODEL SIZE TYPE LITE QUANTITY NOTES AND ARE THE PROPERTY OF THE ARCHITECT. EXISTING EXCEPT AS NOTED A TW 30410 3'-2"x 5'-1 it DH I I EGRESS INFRINGEMENTS WILL BE PROSECUTED B TW 2G410 2'-8"x 5'-1" DH - 3 2o23 ALL RIGHTS RESERVED C TW 2432 2'-0 x 3'-5" DH 3 D NEW 2x6 EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING e VAPOR BARRIER Robert I Brown A5 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R 13) R 15 BATT INSULATION Architect, P.C. 15-0" NEW SIDING TO BE SELECTED BY OWNER 38'-0" 10'-10 1/2" NOTE: ALL WINDOWS TO BE ANDER5EN 400 SERIES NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR 3-o I/2 o 1 1 -o 13'-1 , 2-9' 7-3 I/2 Zo5 Bay Ave. Greenport NY " � " info@ribrownarchitect.com 36"WOOD HANDRAIL TO CODE(TYP.) A5 631-477-9752 /!/ !!! /!! !! !!/ �!/ /!! / ! ! ! ! / !! � !/ !!!! //! / / I. 7-10" L 3 "OVEN SINK I D/W I M w/HOOD ' I G'-10 1/2" 3'-O" 17-0 1/2" I IT IS A VIOLATION OF THE LAW FOR ANY P-RSON, UNLESS ACTING UNDER THE DIRECTION A ' LICENSED ARCHITECT,TO ALTER ANY ITEM ON KITCHEN N i 19 4 THIS DRAWING IN ANY WAY. ANY AUTHOf IZED i ALTERATION MUST BE NOTED,SEALED,AN KITCHEN CABINETS AND I ! o LIVING ROOM COUNTERTOP5 BY OTHERS m / DESCRIBED IN ACCORDANCE WITH THE LA Ar. O PROPOSED WOOD DECK �n i — N NEWY"SHEETROCK ON WALLS AND CEILING NEW 5/4"WOOD DECKING TAPE, SPACKLE, AND PAINT 3 COATS � + TO BE SELECTED BY OWNER 36' ' ! ter,.�'.-•�`"`'"--�• ,,• 3/4" PLYWOOD 5UBFLOOR PIE FR = Ft• �» C•. NEW FLOORING TO BE SELECTED BY OWNER BUILT-IN PANTRY � PROPOSED GARAGE CUSTOM SCREEN PANELS WASHER DRYER AND DOOR UP p D 3/4" FIREPROOF GYP.BOARD ON ALL GARAGE WALLS AND CEILING `�.• / i I G" HEARTH TO CODE(TYP.) LAUNDRY/ N NEW 30G5 A A ! 5_3 MUDROOM to I-HOUR FIRE RATED v O Lo A CLIENT OWNER A5 ! BUILT-IN ————— O co 5ELF-CLOSING v � A5 / tq N N 8" SQUARE COLUMN (IYP.) ' MASONRY i FIREPLACE I s0 SK (3) 2x6 CLAD WITH AZEK N 5068 4" POURED CONCRETE / BUILT-IN I _ COLLEEN ! SLAB w/6x6 W.W.M. / I G" HEARTH TO CODE(TYP.) I 5'-2" 3'-6" iv i RUP a 6o SKUNK LANE PROPOSED SCREEN PORCH OPEN TO BOTH SIDES, 2668 ———— ! �'——————————————————, 7 N CUSTOM SCREEN PANELS CUTCHOGUE, NY u935 PROVIDE GLASS DOORS I I O AND FRESH AIR INTAKE NEW 5/4"WOOD DECKING TO BE SELECTED BY OWNER I I N INSECT BARRIER % PROJECT TITLE 8" SQUARE COLUMN (TYP.) FAMILY ROOM 12'-0"OVERHEAD `v (3) 2x6 CLAD WITH AZEK N NEW Iz"SHEETROCK ON WALLS AND CEILING m m I ELECTRIC GARAGE DOOR I NEW CONSTRUCTION , TAPE, SPACKLE, AND PAINT 3 COATS � uw DINING ROOM I I N 3/4" PLYWOOD SUBFLOOR Q Q i ! U- tL NEWY"5HEETROCK ON WADS AND CEILING / — NEW FLOORING TO BE SELECTED BY OWNER o O O TAPE, SPACKLE, AND PAINT 3 COAT5 — N N 3/4 PLYWOOD 5UBFLOOR I I ' cv N NEW FLOORING TO BE SELECTED BY OWNER ; DRAWING TITLE CUSTOM SCREEN PANELS / / / `! / � ! (2) 13/q"x I I �/e' 2.OE MICROUAM LVL HEADER FIRST & SECOND / VIC 14'-6" / FLOOR PLANS ! cn i ! 3070 G'-7 1/2" O 1 2'-5 1/2" L 12'-4 1/2" O G'-G 1/2" C SCALE A5 21 NOVEMBER,2023 1/4'=i-o" If 15-0" 38'-0" 19'-10 1/2" Bldg n' T! A DRAWING NO. Finalts ARRIER NEW 2x6 EXTERIOR CONSTRUCTION WOOD STOOP AND ZBA CD-X RATED PLYWOOD SHEATHING STEPS TO CODE(TYF.) DntrtFT F2"�CLLOSPOR ED CCELLLSPRAY-IN FOAM INSULATION (R 13) 1 l M►� JCC�� low a3 1 I r5 I 1 LO O R P LA N R-1 5 BATT INSULATION A5 NEW SIDING TO BE SELECTED BY OWNER SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED Aa ISSUES/REVISIONS O N RIDGE NEW BLACK ASPHALT SHINGLE ROOFING MASONRY CHIMNEY w/ 12 DOUBLE WATERPROOF NEW BLACK ASPHALT 9 FLASHING SHINGLE ROOFING NEW SIDING TO BE SELECTED BY OWNER 12 9 NEW BLACK ASPHALT ir) SHINGLE ROOFING m m O O O m O EPDM RUBBERIZED ROOFING 12 0.25 1 x4 AZEK TRIMBOARD AROUND I x4 AZEK TRIMBOARD AROUND ALL EXTERIOR OPENINGS(TYP.) ALL EXTERIOR OPENINGS(TYP.) p I x4 AZEK TRIMBOARD AROUND p co ALL EXTERIOR OPENINGS (TYP.) NEW SIDING TO PE N . SELECTED BY OWNER . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . AZEK TRI I L EXTERIOR IOR OP NIN AROUND ALL EXTERIOR OPENINGS(TYP.) NEW SIDING TO BE NEW SIDING TO BE SELECTED BY OWNER SELECTED BY OWNER L [Eli [Ell 12'-0"OVERHEAD ELECTRIC GARAGE DOOR . . . . . . . . . . . . . NEW SIDING TO BE NEW SIDING TO BE . Li Lj= SELECTED BY OWNER SELECTED BY OWNER WOOD STOOP AND STEPS TO CODE(TYP.) SOUTH ELEVATION EAST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o23 ALL RIGHTS RESERVED Robert I. Brown SHINGLE ROOOFING NEW BLACKf`lNGASPHALT Architect, P.C. 12 NEW BLACK ASPHALT 9 V 205 Bay Ave. Greenport NY SHINGLE ROOFING info@ribrownarchitect.com 631-477-9752 NEW SIDING TO BE IT IS A VIOLATION OF THE LAW FOR ANY PE ZSON, SELECTED BY OWNER UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORI ED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NEW BLACK ASPHALT SHINGLE ROOFING O ��'� s,:•r\c', 4 0 ,{ I x4 AZEK TRIMBOARD AROUND ALL EXTERIOR OPENINGS(TYP.) EPDM RUBBERIZED ROOFING -1-2 0.25 V NEW SIDING TO BE SELECTED BY OWNER CLIENT/OWNER KRUPSK'[ . . . . . . . . COLLEEN 14EW 51DING TO BE PROPOSED WOOD DECK 51°LECTED BY OWNER — O O 3G"WOOD HANDRAIL TO CODE(TYP.) . . . . . .... ... . , . . . . . . . . . . 2']60 SKUNK LANE x4 AZEK TRIMBOARD AROUND CUTCHOGUE, NY 11935 ALL EXTERIOR OPENINGS(TYP.) . . . . . . . . . . � PROJECT TITLE NEW CONSTRUCTION 44 P.T. POST SECURED DRAWING TITLE WITH GALVANIZED EXTERIOR METAL POST HOLDER PROPOSED WALK-OUT BASEMENT ELEVATIONS EXPOSED CONCRETE FOUNDATION WALL WEST ELEVATION_ SCALE: 1/4" = I'-0" SCALE EXISTING EXCEPT AS NOTED 21 NOVEMBER,2oa3 1/4' Bldg Dept copy from ZBA Final reviewed doc memts DRAWING NO. 28A File#� -7 rc l q NORTH ELEVATION Date: �Qc.o?),a�o� SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED ISSUES REVISIONS I x8 AZEK TRIMBOARD N N N N FJ 2x 12 RIDGE BEAM 2xI0 RAFTERS @ I G"O.C. 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-40) CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER ASPHALT SHINGLE ROOFING 2x 12 RIDGE BEAM 2x 10 RAFTERS @ I G"O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) NEW 2xG EXTERIOR CONSTRUCTION UNFIN51HED ATTIC STORAGE CD-X RATED PLYWOOD SHEATHING CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER VAPOR BARRIER ASPHALT SHINGLE ROOFING 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-15 BATT INSULATION 4 N N NEW 51DING TO BE SELECTED BY OWNER N N N N N N N N N N 2x8 CEILING JOISTS @ I G"O.C. N N N N N N (2) 2x 10 HEADER(TYP.) O EPDM RUBBERIZED ROOFING UNFINISHED ATTIC STORAGE 2x 1 0.25 12 I x8 AZEK TRIMBOARD 2x 12 JOISTS I G"O.C. H H NEW GUTTERS TO BE SELECTED 2x 10 CEILING JOISTS @ I G"O.C. 14'TJI 5GO J015T5 @ I G'O.C. (2) 2x8 DROP BEAM CLAD wl AZEK 30 HANDRAIL TO CODE (2) 2x 10 HEADER NEW WOOD STAIR 2xS DROP CEILING IN (2) 2x8 HEADER(TYP.) RISE: 7 3/4 LA J N D RYROOM AND HALLWAY RU N: 9 Y2" (2) 2x 10 HEADER(TYP.) CUSTOM SCREEN PANELS RISERS: 15 O 8"SQUARE COLUMN (TYP.) (3) 2xG CLAD WITH AZEK NEW!Y,"WOOD DECKING TO BE SELECTED BY OWNER Ij INSECT BARRIER �D Lj 11 WOOD STEPS TO 2x8 P.T. JOISTS @ I G"O.C. 2x 12 JOISTS @ I G'O.C. m M) Im m m m- M m CODE(TYP.) (2) 2xb P.T. GIRDER R-30 GATT INSULATION 4x4 P.T. POST SECURED WITH (2) 2xG P.T. SILL PLATE GALVANIZED METAL POST HOLDER GIRDER ' Ep WITH HOLDER p D _ 1 7 E 4" POURED CONCRETE 8" POURED CONCRETE FOUNDATION 10" clia. 50NOTUBE WALL wl#5 REBAR CONTINUOUS. t SLAB wl GxG W.W.M. 30"x3O"x8" POURED CONCRETE co EXTERIOR COATED WITH CONCRETE fOOTER wl#5 REBAR IN EACH 8" POURED CONCRETE FOUNDATION SEALER W WALL wl#5 REBAR CONTINUOUS. . . . DIRECTION. MINIMUM 3!-0" 13ELOW 3G" HANDRAIL TO CODE GRADE ON UNDISTURBED SOIL. EXTERIOR COATED WITH CONCRETE SEALER NEW WOOD STAIR 8" POURED CONCRETE FOUNDATION 8"x I G" POURED CONCRETE RISE: 7 3/4" WALL w/#5 REBAR CONTINUOUS. FOOTING wl#5 REBAR CONTINUOUS. RUN: 912 EXTERIOR COATED WITH CONCRETE MINIMUM 3'-0' BELOW GRADE ON RISERS: 15 SEALER UNDISTURBED SOIL. 4" POURED CONCRETE• THESE PLANS ARE AN INSTRUMENT OF SERI ICE SECTION A 8"x I G" POURED CONCRETE SLAB wl GxG W.W.M. 8"x I G" POURED CONCRETE AND ARE THE PROPERTY OF THE ARCHITEC r. FOOTING wl#5 REBAR CONTINUOUS. FOOTING wl#5 REBAR CONTINUOUS. INFRINGEMENTS WILL BE PROSECUTED MINIMUM 3'-0" BELOW GRADE ON MINIMUM 3'-0" BELOW GRADE ON SCALE: 114" = P-0" UNDISTURBED SOIL. UNDISTURBED SOIL. 2o23 ALL RIGHTS RESERVED EXISTING EXCEPT AS NOTED 2x 10 RAFTERS @ I G"O.C. CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER Ro ert I. Brown 7.5" CL05ED CELL SPRAY-IN FOAM INSULATION (R-49) Architect, P.C. ASPHALT SHINGLE ROOFING 12 9 205 Bay Ave. Greenport NY info@ribrownarchitect.com 2xG COLLAR TIES 48"O.C. 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PE RSON, UNFINISHED ATTIC STORAGE UNLESS ACTING UNDER THE DIRECTION OF A 2x 12 RIDGE BEAM LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED 2x 10 RAFTERS @ I G"O.C. ALTERATION MUST BE NOTED,SEALED,AND CD-X RATED PLYWOOD SHEATHING DESCRIBED IN ACCORDANCE WITH THE LAN V. VAPOR BARRIER I x8 AZEK TRIMBOARD 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) NEW GUTTERS TO BE SELECTED ASPHALT SHINGLE ROOFING 12 2xG COLLAR TIES @ 48.O.C. MASTER CLOSET MASTER BATHROOM UNFINISHED ATTIC STORAGE iv vql. 2x 12 J015T5 @ I G"O.C. 2x 12 J015T5 @ I G'O.C. I x8 AZEK TRIMBOARD 14"TJI 5G0 I G"O.C. a; ji. 1 11 CLIENT OWNER NEW GUTTERS TO BE SELECTED (2) 2xG FLAT PLATE KRUPSKI KITCHEN (2) 1 314"x I 1 '/8" 2.OE MICROLLAM LVL HEADER COLLEEN DINING ROOM CABINETS AND COU NTERTC P5 2xG EXTERIOR CONSTRUCTION 276o SKUNK LANE NEWY2"SHEETROCK ON WALLS AND CEILING BY OTHERS CD-X RATED PLYWOOD SHEATHING CUTCHOGUE, NY 11935 TAPE, SPACKLE, AND PAINT 3 COATS PROPOSED UNCONDITIONED GARAGE VAPOR BARRIER 3/4" PLYWOOD SUBFLOOR 51DING TO MATCH EXISTING PROJECT TITLE NEW FLOORING TO BE SELECTED BY OWNER 12'-0" OVERHEAD ELECTR.IC GARAGE DOOR NEW CONSTRUCTION 2x 12 J015T5 @ I G"O.C. 16-0= 2x 12 JOISTS @ I G"O.C. 2xG P.T. SILL PLATE (2) 2x 10 GIRDER (2) 2x 10 GIRDER OVER TERMITE SHIELD(TYP.) DRAWING TITLE 112" NEOPRENE 4' POURED CONCRETE GARAGE EXTERIOR EXPAN51ON JOINT SLAB wl GxG W.W.M. cn 3 Y2"STEEL COLUMN (TYP.) 3 Y2"STEEL COLUMN (TYP.) (TYP-) ELEVATIONS ----------I I G"x 8" POURED L--————- HEIGHT V.I.F. CONCRETE CONTINUOUS I SCALE FOOTING wl(3)#5 REBAR I 2iL NOVEMBER,2023 CONTINUOUS. MINIMUM L-—————- 4" POURED CONCRETE 4" POURED CONCRETE 1/4" �-O' 3'-0" BELOW GRADE ON STEP FOUNDATION DRAWING NO. SLAB wl GxG W.W.M. SLABwl GxG W.W.M. UNDISTURBED 501L 2'-0" VERTICAL Bldg Dept copy from ZBA OVER 4'-0" D" i w epd(d o mmg reviewed L L-————— Final reViewed dot ments Pot 8"x I G" POURED CONCRETE BA File -7 2 FOOTING wl#5 REBAR CONTINUOUS. Date: 3G"x 3G"x 12" POURED CONCRETE 3G"x 3G"x 12" POURED CONCRETE MINIMUM 3'-0" BELOW GRADE ON X3 SECTION B fOOTI NG wl(3)#5 RE BAR IN EACH FOOTING wl(3)#5 REBAR IN EACH F-- -I UNDISTURBED SOIL. SECTION C L------ F SCALE: 1/4" = P-0" DIRECTION (TYP.) DIRECTION (TYP.) SCALE: 114" = P-0" A, EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED ISSUES REVISIONS $ \$ -- ---->TO SWITCH AT TOP OF STAIR 0 0 0 UP MASONRY FIREPLACE FOUNDATION 0 0 0 0 E3A5f-Mf-NT ELECTRICAL PLAN SCALE:3/1 G"= 1'-0' EXISTING D(CEPT AS NOTED T qP $ qP LEGEND $ LIGHT SWITCH 3=THREE WAY n ss D=DIMMER JAM SWITCH $ OUTLET GFI-GROUND FAULT INTERUPT 220=220 VOLT 4=QUAD OUTLET FIXTURE 5=SURFACE MOUNT PROVIDED 13Y OWNER L P=RfCE55ED PROVIDED 13Y CONTRACTOR f0 WALL SCONCE K PHONE DO I CABLE NETWORK CABLE GFI THESE PLANS ARE AN INSTRUMENT OF SERVICE $$ SPEAKERS AND ARE THE PROPERTY OF THE ARCHITECT. $ ALARM KEYPAD INFRINGEMENTS WILL BE PROSECUTED 3 THERMOSTAT 2o23 ALL RIGHTS RESERVED (OD VENT 0 SMOKE DETECTOR q?s -------------- ------------ [EH ELEC.PANEL HEATER 5D SD GO $ ------------------------------- aRobert 1. Brown PHONFJCOMM. GO I —--— LIGHT TRACK Architect, P.C. PC PULL CHAIN -L PORTRAIT LIGHT 50 TO CLOCK OUTLET ZO info@ribrownarchitect.com ? BayAve. Greenport NY PL DIRECT LIGHTING 631-477-9752 CO CARBON MONOXIDE DETECTOR 6 8 6 H05E BIBB IT IS A VIOLATION OF THE LAW FOR ANY PERSON, T=� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM Ot I THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND SECOND f LOOK f-LECTRICAL PLAN DESCRIBED IN ACCORDANCE WITH THE LAW. SCALE:3/1 G" 1 1-0 IY15TING EXCEPT AS NOTED A6, q qp GfI SINKJ GrI .......... di WPCu-- FAN CLIENT OWNER ---------- 3G- Rffp KRUPSKi 6$$F7 4.9-3 COLLEEN 4di-3., `\ WASHER DRYER PT 276o SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE MASONRY 00 FIREPLACE $ NEW CONSTRUCTIO 3 ' 'Utt 3 -----------/-------- DRAWING TITLE 12'-0"OVERHEAD ELECTRIC GARAGE DOOR ELECTRICAL PLAN WPC SCALE 21 NOVEMBER,2o23 =8/ 1/4" f-0 8 6 $$ " 8 DRAWING NO. BIN Dept copy from ZBA Final reviewed do "to ZBA File# —7(o I cTO r, f I R5T f LOOK ELECTRICAL PLAN Date: SCALE:3/1 G'= 1'47 EXISTING EXCEPT AS NOTED