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HomeMy WebLinkAbout46497-Z �O`OSUF of I p Town of Southold 1/14/2024 o - P.O.Box 1179 W �..� 53095 Main Rd o41, � Y Southold,New York 11971 CERTIFICATE OF OCCUPANCY , No: 44863 Date: 1/14/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 4115 Rocky Point Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 21.-1-30.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/18/2021 pursuant to which Building Permit No. 46497 dated 6/28/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessor storage torage building as applied for. The certificate is issued to Kupari LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46497 7/11/2023 PLUMBERS CERTIFICATION DATED A o ize S gnature TOWN OF SOUTHOLD O�gpFFQ�� �a aye BUILDING DEPARTMENT y T TOWN CLERK'S OFFICE �y�o aa�g 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#: 46497 Date: 6/28/2021 Permission is hereby granted to: Kupari LLC 282 Washington Ave Brooklyn, NY 11205 To: Construct accessory storage building at existing single family dwelling as applied for. At premises located at: 4115 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 21.-1-30.3 Pursuant to application dated 6/18/2021 and approved by the Building Inspector. To expire on 12/28/2022. Fees: ACCESSORY $284.00 CO-ACCESSORY BUILDING $50.00 Total: $334.00 Building Inspector SO!/ryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q�ycomN� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kupari LLC Address: 4115 Rocky Point Rd city:East Marion st: NY zip: 11939 Building Permit#: 46497 section: 21 Block: 1 Lot: 30.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern East Electric License No: 4253ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Sub 24 Circuit Notes: Shed Inspector Signature: Date: July 25, 2023 S.Devlin-Cert Electrical Compliance Form L V oF SOUIho�o * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouNn,��' 631-765-1802 INSPECTION [ ] F UNDATION 1 ST [ ] 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 VIOLAT N [ ] PRE C/O [ ] RENTAL REMAR SiQ l DATE 'v INSPECTOR SOUTh°!o TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ XFIoNA4L GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING/STRAPPING [ • [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: gwy� 04 (//l 15o& DATE INSPECTOR \.. . pF �/ ` . J cc 50UT _l ( � � � l l� �C__f'U # TOWN OF SOUTHOLD BUILDING DEP . `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Dc DATE 5- 2 INSPECTOR �r d t IIIIJI id. i !' 'fS '!f JJJ ( � S 71 1 � a •¢ a "I, .. y a. TOM OM -,-a r a% .,r �` • 1� � .dy.s = i ate, '3. � w� �'�;'�� '` � 2 .,r .�K y h-'F°f,�, , ' � „� d� �� `"�.�:♦ �` 4 �, ,. ..may n":T }N x l ii JHt ':=-y �a M1r �"� �E •+. � '. rS a.xv d Cs � � NL t A y � e i , in +Y t' p� l e } v � w y z s ell Ad $ f �'77 ia Mt7�e.ak^ yq. � z r f Via, shenton architects Rp 195 Plymouth Street Brooklyn New York 11201 June 171h 2021 r' J U N 1 8 2021 - Mr.Michael J.Verity Town of Southold Building Department 7,-T:Y 7, 7.- Town Hall Annex Building r 54375 Route 25 ,. P.O. Box 1179 Southold, NY 11971 Dear Mr.Verity, Re:4115 Rocky Point Road, East Marion, NY Please find enclosed building permit application documents for the proposed construction of a new storage building on the above noted property. The proposed work will be carried out in accordance with the provisions of the New York State Uniform Fire Prevention and Building Code, and all other applicable laws and statutes. The storage building has been designed from the exterior to be in-keeping with the owner's house directly adjacent,with a pitched roof,wood siding,aluminum framed glazing and a concrete floor slab. Please do not hesitate to contact us if you require any further information. Yours sincerely, Emily M.Mottolese AIA Carl Shenton RIBA Encs. Drawings: 4 Copies of permit drawings(A-000,A-001,A-002,A-101,A-102) 1 Copy of survey drawing Cc.Dana Ben-Ari &Nikola Duravicevic 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) 5 '� -------------------------------------- FOUNDATION (2ND) z � o vi H 1 ROUGH FRAMING& PLUMBING O y O a . W CT � r INSULATION PER N.Y. �" y STATE ENERGY CODE -� I FINAL . ADDITIONAL COMMENTS Z GI �-/\�•�" 15S J!L O -- z m r� r n s � � o z x x b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnX.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V PERMIT NO. Building Inspector: _J. JUN 1 8 2021 Applications and forms must be filled out in their entirety.Incomp cite applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page,2)shall be completed. if Date:06.07.2021 OWNER(S)OF PROPERTY: Name: KU PAR I LLC SCTM#1000-21-01-30.3 ............. Project Address: 4115 Rocky Point Road, E1q.st­-M-qr_io.n,,J4y...1 1939 Phone duravcevilc@gM4il.com Mailing Address: 282 Washington Avenue, Brooklyn,NY 11205 CONTACT PERSON: Name: Nikola Duravcevic -Mailing.Address: 2821.W,.q.shingtqq..Ayqq. p.,Proo-kip,Ny'.1 1205 Phone#: 718-679-3775 mail: duraycevic9mail.com DESIGN PROFESSIONAL INFORMATION- . Name: Shenton Architects LLP Mailing Address: 195 Plymouth Street, Brooklyn, Phone# 6467-679-14.0-661-d- Email: carIC&,s,hento-n,arch.ite,cts,.com.,,,,,,,,., CONTRACTOR INFORMATION: Name: Mailing Address: 1. ............. Phone#: 17Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ElAddition DAlteration F_]Repair DDemolition JEstimated Cost of Project: .e E30ther , ;95,000 Will the lot be re-graded? RYes El No Will excess fill be removed from premises? E]Yes @No `S i' PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of propertwSingle Family Residence i Zone or use district in which premises Is situated: Are there any covenants and restrictions with respect to R-80(North East corner R-40) this property? ❑Yes IgNo IF YES,PROVIDE A COPY. ER Check Dox After Reading: The owner/contractor/deslgnprofessional Is responsible for all drainage and stoma water Issues asprovidcdby Chapter 236 of the Town Code.APPUCAMON IS HEREBY MADE to the Building Department for the issuance ofa Building Permit pursuant to the Building 7mre Ordinance of the Town of Southold,Suffolk,County,NewYork and other applicable laws,Ordinances or Regulations,forthe eonstnrctton of bulldbrgs, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable taws,ordinances,bu0dirm code, housing code and regulations and to admit authorized Inspectors on premises and in bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 230.45 of the New York State Penal Law. l Application Submitted By(print name):Nikola Duravicevie ❑Authorized Agent i7Owner ` Signature of Applicant: Date: CHRISTIAN A M JENNINGS STATE OF NEW YORK) NOTARY PUBLIC-STATE OF NEW YORK SS: No:o1JEe402e1e COUNTY OF &etf/ Vpd�� ) Ou6lifled in New York County My Commission Expires 01-13-2024 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 .r $day of U � e .201� otary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 Print Owner's Name 2 �oggil'al �o BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD a Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cbsoutholdtownn ..gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/21/2023 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: (��, 0.Y l t-j^C Address: 4115 Rocky Point Road, East Marion, NY 11939 Cross Street: Southern Blvd Phone No.: Bldg.Permit#: '' ( V IV email: Tax Map District: 1000 Section: Block: Lot: � 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Shed wiring: sub panel, one receptacle, one switch and one keyless fixture (unfinished space) Square Footage: Circle All That Apply: Is job ready for inspection?: ❑� YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: ' PAYMENT DUE WITH APPLICATION J U L 2 d 2023 �,b 3 BUILDING DEPARTMENT- Electrical Inspector .yam®���fOt�'�, �. ��1�' Sri TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 tC1. Southold, New York 11971-0959 O Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seandp_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/21/2023 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 [Z]I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 4�i P a-y- t- —.0 Address: 4115 Rocky Point Road, East Marion, NY 11939 Cross Street: Southern Blvd Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: 0 � BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Shed wiring: sub panel, one receptacle, one switch and one keyless fixture (unfinished space) Square Footage: Circle AII That'Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional Information: LIE) 1 PAYMENT DUE WITH APPLICATION J U L 2 2023 B LTr,DTII�C 'DIZ T. TOY �� PERMIT# Address: Switches Outlets I G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo 1 Cooktop Transfer AC AH Mini Special: Comments 20 J 33h� A"UAVIEW AVENUE Jo h 2� 0 a 0 g ... STRATHMORS SUBJECT- PREMISES'::.:. GRACE�RAYMOND SOUTHERN BOULEVARD LA W01 a � v^ ASPHALT DRNEWAY !O KEI Y MAP =ar oQ L�1 4pv 0�)o is RIGHT OF VIA SCALE 1 "=6 z 00 �t* N 'g 5) vA 1s8.sa � pp,D q,Q=a aQ ° 4X4:1�? 1C°� p , „ W m Ilk Rte. 2 r god \\ S 79'50 20 o " Z'a %.°row h NN O C� � 2 ^ 2 3` 6 SURVEY OF PARCEL 2 PARCEL 1 N y 58__"_ ---------_— — Q SETOFF MAP FOR 4 ' ---------- \ LOT ❑ / s8 ��\ H . LL a `390 21 '' 60'' ���� \ a 40, F OYD KANEV r O o ii i i / �"� 1 <<1 - FILE No. 11523 FILED MAY 09, 2007 CIV �� I `� SITUATE cV iU i i /i i i o _ 1 I o °pP / i I Z o BAST MARloN = r Q � TOWN OF SOUTHOLD o ,/' / i LOT 2 C h I I p �TR l N 1 � , � SUFFOLK COUNTY NEW YORK b$ 1 IbN' 60 /'' / N4 ' `. �'',�\_ / ' / '�• S.C. TALC No. 1000-21 —01 —30.3 // P gb ��♦ — �� FENe ' (9 7f f S 82031 '48" i 1, ��PME �0�`' ♦ . ";/ 124 , EI / yo L,NK SCALE 1 =50 / / / /// / / /j/ / / / I I \\ `� ��• 11 I I I 1 11 \\ \ 1 1 I I '\91 UTILITY I L 1 % �♦ CNP,NFENG6 / FOUND f DECEMBER 21 2012 E I / ♦ CONC. MON' SEPTEMBER 15, 2014 ADD TOPO Q / 1 �`\ i i i i 1 \ 1 \ `\ �� \ Ii I► ' \ I ♦ ♦� 5 ' JANUARY 6, 2015 STAKE PROPOSED HOUSE ' JANUARY 20 FEBRUARY 22, 2016 STAKE DRIVEWAY 2016 LOCATED TREES \\ ♦ \ 1 \ \ , \ I \ \ \ \ III I I I �1 / , 0 W m 3 / Cn //�/� / ,�, r/, / I ♦♦ \\ \\ \\ `\ �, \ 1 \\ \\ ; \\ IIII i �1 I I 11 m s8 79°p1 2 LOT ❑ JULY 15, 2016 FOUNDATION LOCATION �� ��, l//� /�i/r� / \ `\ ♦ \ \ \ 1 , \\ 1\ \ \ \ MIS 1 1 i I 1 S APRIL 20, 2018 FINAL SURVEY ---------- `\ `� \\ \\ \\ 11 \ \ `\ `\ `, `\ I\� \\ 11 I 1 1\ MARCH 1 1 , 2019 UPDATE SHORELINE / AREA = 879,282 20..186ac. ft. / / / / / / �� \\ ,—__ \ 1 1 I I I / I 1 \\ \ \ ♦ \ I I \ \ / I 1 , \ (LOT AREA EXCLUDING AREA SEAWARD OF THE COASTAL N & TOP OF BLUFF = 850,183 „I I \ I 1 � \ EROSION HAZARD AREA LINE pJ sq. ft. OR 19.518 ac.) o A,) �� 11 1 \� ? \\ 1 III ; \\ \\ `, \\ \\ \\ `\ I) \ \ I j ♦♦ 1 LOT r l II \\ \ \\8��\ II \ \ \ \\ �` \ \\ I�� `\ `\ i 1 1� LOT © CERTIFIED TO: sib, \ 1 \ \ °\�\ \ \ \ \ \ \ \ it \ \ I I 1 1 LOT ,KUPARI LLC pi - ♦` \ \ \ \ \ � � \� ` ` ` \ \ \ 11\ ` a coPgo I I I 1 a2 `\ \\ \ \ \ \ ♦'`�\��\`\ \\ `� \ \ \ I r `\ `� \- \ " �,o, I 1 1 \ STEWART TITLE INSURANCE COMPANY / `\ \ \ ♦ \ \\ \ \ \ \ \ \ \�\ \ ♦ \ \ o"c °ec \\ \\ / I j \\ NOTES: \\`\ \�♦ `\ \ \ \\ `\ \ `♦ \\ `\ ` :r\\ �� `\ \\ \z, .' .� �� ` \J' I I \ � LOT > 1. LOT NUMBERS SHOWN THUS: ❑ REFER TO 0♦ ` / 1 \ MAP OF STRATMORS ESTATES IPA FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY vA ON FEBRUARY 20 1963 AS FILE No. 3723 "c. �\ AD 2. THIS PROPERTY IS IN THE R-40 ZONING USE DISTRICT. \ \ \ \ \ \ \ \ \ \ \ r \ FRAM \ °fcK \ -- - " / \ "A e 3 __�__---' r \ Mo�� 3. EXISTING CONTOUR LIMES ARE SHOWN THUS:---------5------ 1 I \ kpUs �. / \ RAF 1, \ \ F \\ �� \ S 13 A ARE REFERENCED TO M1GVD 1929 DATUM 1 y°' I \ \ \ \ I 1 1 1 I I I a \N 40�Pw0' cv�P� I I \\ \\ �� \\ \\\` 1 i""I °o"?,► t \ A \\ \�\ i WELL & SEPTIC SYSTEM TIE DISTANCES ����� � i \\ \\\ `♦♦ \\\\ "—�/ "1����"?" I ��ro a I cLEAaauT ----- �\\ \\\ `\\ � III C)� HOUSE 90RNER"A" HOUSE 38RNER"B" CLEANOUT 2.o=o"� t I \\ ♦♦ �\ % �/' / I 1 3 1 �. ` ` \\ j I o poi I I \ ♦ \\ ��S'r-' " �' /� / /CONC. ❑INcs COVER I I \ \ \ I � 9 0 1 \ ♦ — - iALLS 1 1-T-I 1 \ I LOT ��� I I 1 \ ♦ -.- - �•���' / I I I I I I I 1 \ \ I I SEPTIC TANK I I I \ \\ I I OUTLET COVER 72' 65' _ CESSPOOL 0 ED�/ /"-- PROPOS DRNAWAY \\ \\\ \\ I COVER 1 83' 67.5' 0 0 s, o //� '' \\ i \\ \\ \` CESSPOOL 77 54'LOT COVER 2 LOT ❑ WELL 282' 252' — N 1 \ I 366 LOTun 10 ♦� \\ /' ` \\\ \`�\\\ \\ I I\\ I Q I 22612• 1 FENCE `♦ \\ /i' ;G \ \ \ \\ I I \ / I I I 8.3'S. a.2, _ �/' /�1050' 4o I � 1 � O \ \ \ Ln m� \ \ I NIOI GDANIS GEORGE MMEGDANIS -WEU \\� \\ // I l 1\ � & ANGELA \ _GARAGE \ I I / \ \ \\ 1 1 1E. I I 'ry PARCEL 2 03 `\\\ \\\\ // IIII \\\ \\\ \\\ \\/) i 11 \\ N/OIF PAS. LEONIDIAAS M TSA 1 TSAMPAS. I \\ m ASPA4 Kp STANT'SAKOU S S. IRENE FSAMPAS & JOHN 56--- -------- Uj \ \\ \\ \\ \ \ \ \ I 48 BLOCK \ \ \ \ \\ I co ED PIPE I \ 1 \\ \\ \\ \\ ♦ 2.6'E. SHED OI F Nos IRENE 14ASANDS STELLOS 50 LID w -''" ------ PIPE w LO ,/ --_ \\ \\\\ \`\ `II$�1\ N�O�yS5IADIS NICOLAS C C$RYSSIADIS O THERINE n 56 OHS /ri' O ^� S/O 0�'/ ,/' /' / / \`\ \\ \` . \`\ \`\ \\\\`\ \\\\ OD PATRICIA MCNAMARA N � // `\ \\ W (. V O / N b lr - /'' / '' // '/ \\ \ \`\ `�� \� \\\ \\ \\ \\\\ OD O / I \ ♦ /1 \ 80 49 3, I j / \ \ \ ♦ \ \\ \ \ I I 1 I 150-10 48 / 1 -----I---I - 1 p \ \ \ `♦ \\ ` _ l I 1 �i\j m J 00 \\ \ 1\ ♦�` `\\ I 1 1 0 cD 0 l 0 A(Y h a rn co \ \ \ ♦ \ N \ \ \ 46 O \\ �� 26) cw.o •y.S• gte .LA \ TION INC. l N \\ 0? \ \ NIOE�NERS ASS OCIA AS MARION WOODS gO pACE CONC MON' „ W E OPEN S ' q.0 p of » rj DI ,,SION�jM "O6V3 "OUNn «EAST MOf Vf EFWE"O$j59 F1LE� �N j pN UNE 1. I9B9 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin I l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-283J V� OCCUPA- NCY OR APPROVED AS NOTED USE IS UNLA VFUL DATE: B.P. VVC I I 1 O U I C E i lTi F 1 C F E- FEE BY: OF 0CCUr-)A NCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CODES 0�_ 4. FINAL - CONSTRUCTION MUST PJ�iLV YL� CODES COMPLETE FOR C.O. _ RK STATC & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS kEOUIRE: AND CONDITIONS G REQUIREMENTS OF THE CODES OF NEW SOUTHOLDTOWNZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Additional N.Y.S.DEC Cer if leaflon May Be Required. TRUSS PLACARDING REQUIRED FETF,IT" S�OFI�V V�A P��R02 6�F All exterior li htin PURSO Nj TO al g g installed, replaced or OF THE TOWN OBOE' repaired shall conform to Chapter 172 Of the Town Code E'IFCR"SUIL2"" _Ma REQUIRED All dimensions to be checked on site.Do not scale. GENERAL NOTES: DRAINAGE NOTES: 56` 60'. 62`, 64 66`. GRANITE CAMPBELL 1. All work shall conform to the requirements of the applicable New 1. The existence and location of aerial, surface or subsurface utilities NO.z1046OREQUAL York State codes (including the Building Code, Fire Code, indicated on the plan are not guaranteed. The contractor shall have - _ Residential Code, Plumbing Code, Mechanical Code, Fuel Gas a utility markout performed prior to starting any work. The --__ --�R'"" Code, Property Maintenance Code and Energy Conservation contractor shall be held responsible for any damage to existing Temporary _ Silt Fence Code), utility company requirements, and the best trade practices. utilities, and shall exercise caution while working near utilities. --- ' . ' J. WRAP wRAPwITHso.(MIN.)NONWOVEN Zo^ - GEOTEXTILE(FILTER FABRIC) 2. Before commencing work, the Contractor shall file all required Excavation in the vicinity of existing structures and utilities shall be Limit of soli Disturbance CONCRETE:4000PSI w REINFORCEMENT: Certificates of Insurance with the Building Department, obtain all dug by hand. The contractor will coordinate with utility companies Area=6718 sq.ft. ASTMA615GRADE60 required permits, and a all fees required b governing New York regarding shoring, bracing and modificiation of their utilities and . x q p pay q Yg g g g 9� g State agencies. appurtenances as required to progress the work. The cost of utility oP NNE 3. The Contractor shall verify all existing conditions in the field prior to identification, coordination, permitting and protection will be 4" commencing work, and shall report any discrepancies between included in the price of the bid. drawings and field conditions to the Architect. 2. Drainage system designed to store runoff produced from 2" rainfall. \ - N 4. Minor details not usually shown or specified, but necessary for 3. Runoff coefficients: proper construction of any part of the work shall be included as if Roof- 1.0 \ (TYPICAL) they were indicated in the drawings. Walks/Patio: 0.9 5. The Contractor shall coordinate all work procedures with Lawn: 0.15 6"MIN requirements of local authorities. 4. During the course of drainage construction, erosion and sediment \ COURSE GRAVEL 6. The Cont ractor shall be responsible for the protection of all control emasures will be required. See erosion and sediment ._.._._SEE DRY WELL conditions and materials within the proposed construction area. control plan for specification. y SECTION The Contractor shall design and install adequate shoring and 5. Drainage leaching pools shall be min. 10 ft from all utilities and 20 ft bracing for all structural or removal tasks. The Contractor shall from sanitary systems. �L j have sole responsibility for any damage or injuries caused by or 6. Dry wells shall be min. 10 ft from water service. French Drain DRY WELL DETAIL during the execution of the work. 7. Dry well shall be min. 20 ft from septic systems. T�� F NOT To SCALE 7. The Contractor shall lay out his own work, and shall provide all j J dimensions required for other trades (plumbing, electrical, etc.). / 8. All rubbish, rubble, discarded equipment or other materials, empty packing cartons, etc. are to be promptly removed from the property, / in barrels or bags, at such times and in such manner as Dry Well appropriate. � - 9. All precautions shall be taken to prevent dirt and dust from DRAINAGE CALCULATIONS: `--� a , ... permeating other parts of the property during the progress of the t, work including installation of a silt fence. Watershed - storage building roof and patio ; re repairing as required to #> 10.The Contractor shall do all cutting, patching, p g q perform all of the work indicated on the drawings, and all other work 391 SF roof x 2/12 x 1.0 = 65.2 cu. ft. Existing condenser units that may be required to complete the job. 4 „ w (Main House) 7 11.The Contractor, upon completion of the work shall arrange for 165 SF patio x 2/12 x 1.0 = 24.8 cu. ft. Temporary slit Fene 1 xK Department of Buildings inspections and signoffs as required. 12" 12.Upon completion a Certificate of Occupancy or Letter of Completion 90.0 / 42.24 = 2.13 VF 8 ft. dia. d ,r ,,.,i,4«�r -2-1 MIN.RING OF p p p y p rywell required 2-„2"O CRUSHED STONE (as applicable) shall be obtained from the Building Department for occupancy of the property. Use (1) 8 ft. deep leaching pool (169 cu. ft. provided) PLAN ,v 1 Enlarged Drainag, Plan 2 Detail: Dry Well �, Scale: -06"=1'-0", Scale: NTS revisions date summary 14 4 .. Eeist _ seal&signature Rocky Point Road , East Marion , New York - SITE DATA: A-000 Title Sheet, Drainage Plan, Notes, `« Legend & Drawing List East Marion House - Storage Building A-001 Site Plan Rocky Point Road, East Marion, NY .. T 3 Nearest cross street: 195' from Southern Blvd. p� NJ A-002 Enlarged Site Plan zone: R-40 t Lot Area: 880 203 sq ft (20.207 acres) client A-101 Plans, Sections & Elevations { Lot Area excluding area seaward of coastal erosion hazard line: Dana Ben Ari& Nikola Duravicevic A-102 Wall Section & Materials List 850,183 sq ft (19.518 acres) 282 Washington Avenue Tax Maps I.D. No: 1000-21-01-30.3 ` Brooklyn Parcel 2 setoff map for H. Lloyd Kanev, file #11523, filed May 9, 2007. NY 11205 z : e . architects Elevations based from NAVD 88 datum Basema prepared b Nathan Taft corwin surveying, last revised shenton architects LLP p p p Y �3 'r 195 Plymouth Street LEGEND March 11, 2019. .. t Brooklyn A NY 11201 t z structural engineer = EMI@VatlOn level Silman Associates '� iv 32 Old Slip, 10th Floor CL - Ceiling level New York - g ' NY 10005 101 Room number , surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport o, Elevation marker e NY 11947 5, project title zo, Section marker East Marion Storage 40 4115 Rocky Point Road, East Marion, NY Wall Section marker drawing title A SLOPE Title Sheet Roof Floor slope 2�ia =° Drainage Plan, Notes, Legend D Dimmer Switch ` & Drawing List Duplex Outlet status Permit project no. 2001 A o LED Linear Downlight :a' scale NTS drawn by SA date page 06.14.2021 01 of 05 , drawing no. A-000 . ®o \ I All dimensions to be checked on site.Do not scale. 1 r I e V Long Island Sound ` \ \ CD \ 0\ 8/ .............................._\58 f 18 €€ 22 4' 6 0 / —back bo ndary \ /� \so ! 8 roperty line! etated b ffer \ - 2/ / 44 ✓ // \\ z �`.. 46 1 \ \ \ \0 52160 1 6 58 60 TO \, qp ....... ... senburg Road / 1 r 426�si ; � 6a s ... sa �.� 1 8 1 5 � y 1 58 \ 1 ! OP — 10 t 1a : Go Of Existing beach stair,-.., 11 \ \ ! t l 22 \18 34 1 \ 1 ! 2s! Proposed storage building 1 1 1 \ Appar nt High \' \\ Coastal erosion Wate Mark 32' "' : hazard line I\ 1 34 \ co 11 \ I 3s' : 1 ,� Existing condenser.,units 38 40 42 / I : Toe of slope 1 0 48 \ Etisting one; 1 Top of bluff 1 -'s story single-family \ house 11 — \ Stratmores Road 1 : 1 1 \ Existing boulders 1 �— 1 1 \ \ I 1 1 I Pool ous (separate permit applicatio \ 11 — Pool�ep rate permit application) \ Exists r Shed ( parate permit application) en�rato : ` Existing g 1 I � 1 I \ Existing;transformer' • I 1 \ \ ,` Existing one-st ry garap' I 48 46 ._ 4 52 I 50 1 � revisions date summary 1 1 \ 1 / I \ \ I 1 \ f \ I II 44 I I '. 4115 Roc Point Road I I / V Rocky I I Acres \ 1 Tax Map `•No.: I District 1000; Section 21; I I Block 1; Lot 30.3 I I " \ seal&signature i46 c / \ 1 r : c 1 RED 1 1 1 \ \ 48 \ VACANTCID ' 1 t .y 21 5 1 \ \ VACANT 1 1 ``, '�,� '''. � � �F NE`N l II I T O \ 1 \ \ I I 1 � client .. Southern Boulevard Dana Ben Ari&Nikola Duravicevic 1 1 1 282 Washington Avenue \ 1Brooklyn 1 1 1 \ \ ., III I NY 11205 1 \ 1 Architects P 1 \ 1 I henton 56 architects - 95 Plymouth Street I rc i ect I 1 Brooklyn 1 ` \ \ \ \ 1' I I structural engineer 1 1 II Silman Associates 32 Old Slip, 10th Floor \ 52 1 1 New York 54 I \: - ---------- 1 \ 50 \ -- NY 10005 ---- - _ 54 --_ - I I \ � 1 __ _ 1 I ---" surveyor 48 \ I — ` otorized ntry gate Nathan Corwin Land Surveyor 1586 Main d. as- \\ - Jamesport R 1 T 44 \ D iveway NY 11947 \ \ , \ �� 1 \\ Unpaved pathway Entry project title / \ 54 .......... \ \ 1 1 5 Rocky M int Road, as ra e .......... 1 s arson o \ \ \ \ / ' 411 Po' d East Marion, 52 � \ \ I drawing title \ \ 11 11......... . . .42 boundaak 6 �i Site Plan \ ' 44 .......... yi I �- status t 1 Vegetated bum./'/ us Permit project c no. 2001 getate 1 1 — ro e \\ urges scale 70� 0�� drawn by \ 1 C /( 'Interim _ - SA / 42 �.� I date 06.14.2021 page 02 of 05 Property line \ drawing no. 1 IEh A-001 . 00 36 38 40 4 4 . 46 4 50 5 �� 54'.. 56`, 58`.. 60' 62 64 All dimensions to be checked on site.Do not scale. 1 : 00 m 100 1 . �i. r ; _ ... \ / A 1 10 1 / I \ j I 12 �. 1 14 \ I I I 16 1 18 1 .. I'1 +61'-0"" : EL 1 20 \ I 1 ' 1 1 \ 1 1 Proposed storage`buildiig I \ j St a e 22 ' 1 24 I \ I 1 26 \ / 1 1 I I 28 1 \ I 30 � I � o I 32 1 34 \\ EL. +54'-6", '� 1 oExisting condenser units� 'n 36 ......... Top. of bluff 0 11 \ 38 \ 11 40 \ Coastal erosion 11 1. 1 hazard'dine 1 42 44 � '... Contour lines `, 1 (2'Interval) , 46 `.... ..... ... ................. V.. 1 1 1 Side yard setback line ry I CO .. L.+SZ"-0" 1 '. Vegetated buffer '1 I Property line 48/ 1 1 1 I EL.+53'-0" EL. +60' 0" II : ....... II 1 EL.+64'-6" III revisions date summary \ ' Main Hous 1 \ \ Uit I I ' 1 1 . \ EL.+53'-0" ' � 1 1 6 E 54 "".. .. L, + 1 1 \ \ Existing one—and—half 1 \ story single—family \, 1 \\ House \ 1 \ EL.+53'-011 1` seal&signature \ o 1 M1 D EE AM Existing pa rtiatl TT. `c gymy/� Existing graniteexposed boulders_4'-O' paved path C> 11 � , \ 11 I ��A 03215� Q� 1 Op,+ 43'-0'� O NEB \ II 1 client \ Retaining walls O 0 1 Dana Ben Ari&Nikola Duravicevic Avenue 282 Washington \ 1 Brooklyn 1 NY 11205 1 1 : 1 architects \ .......... Shenton Architects LLP II 195 Plymouth Street \\\ III Brooklyn 1 I NY 11201 Istructural engineer \1Silman I - EL.+54'-0" 11 32 Old Slip, h Floor --...... - Exist ing g .. x generator New York � .......... NY 10005 'n 1 ' ` 1 Existing driveway 1 \\ Pool(separate permit Patio surveyor 1 \ application) EL.+ 3'-0" Garage (Built) 11 Nathan Corwin Land Surveyor Existing f\ ws i transformer d Pool -6 EL +65' " ` 11 1586 Main R . Jamesport 1 11 NY 11947 I Existing one—s tory garage 1 project ct title 1 1 I, East Marion Storage 1 \ Pool House\ 4115 Rocky Point Road, East Marion, Y 1 k E n N \ Pool house (separate EL.+63'-6" ' 1 \\ permit application) , , drawing title Enlarged Site Plan 1 status Permit project no. 2001 50 1 / scale drawn by Utility trench 1 20-0 SA 06.14.2021 page 03 of 05 date \\ Shed drawing no. 1 ' 52 A-002 . 00Shed (separate permit application) \ \ All dimensions to be checked on site.Do not scale. 17'-10" 27'-3" 14'-3 1/2 1 2'-6" 1'-0 1/2" 5'-3„ 22'-0" T.O. Roof — - - EL. 17'-2" -- -- Cl I I i , I i r � I . \ Outline of patio— below \ N O 00 I I ' 1 I 1 / I � . N / a 1 I l-�ss sx6x5B E 8'v7"11 ',Ridge beam i � T Exterior wall clad w. - Full capacity --- --- - WD-2 wood siding moment connection ---`------ -- ---- --- - _ at outrigger steel at \\ GL-1 Fixed glazing w. eave lines & apex MT-1 aluminum frame _ \ N -....._ ._..._ ........ ....... 00 i I O 00 I T.O. Slab HP EL. -3-3/4° ----- -- -- , 6 East Elevation 3 Reflected Ceiling & Electrical Plan 27'-3" 1 T-10" _ 271-3" 22'-0" 5'-3" 8'-11" 8'-11, 5'-3" 15'-10" 5'-3" 11" I- 8 1 4 `O 101, 102 101 = T.O. Roof T.O. Roof T Q - �1 EL 17'-2" EL. 17'-2° HSS 6x4x12 I HSS 12x8x5B outrigger above I I iv Outline of roof N = overhang above Roof clad w.WD-2 ao d wood siding cal CC-1 Concrete GL-1 Fixed glazing w. r` patio I MT-1 aluminum frame _ Patio Storage N T.O. Wall T.O. Wall 302sf , I EL. 8'-7" EL. SLOE revisions date summary Exterior wall clad w. r` o I 5 V4x7 PSL post WD-2 wood siding 1 o to support steel Exterior wall clad w. I ridge beam WD-2 wood siding I above GL-1 Fixed glazing w. MT-1 aluminum frame GL-1 Sliding glass door CC-1 Concrete w. MT-1 aluminum frame Fo �I r 80 floor slab i r- " I I 1 I CC-1 Concrete CC-1 Concrete flooring slab patio slab i HSS 6x4xV2 HSS 12x8x5,8 outrigger above T.O. Slab ! T.O. Slab - - - — - seal& atu -- -- -LA EL. -3-3/4„ - EL. -3-3/4" _ g sin re 0 0 ------ --------- --- 8 G�5 M• To 8 North Elevation (Typical) 5 West Elevation 101 N �n 2 Floor Plan 26'-4 1/2" ��T �321 51 8" 4'-2 1/2" _ � '---0-"} T-5 1/2" 1'-0" 15'-0 1/2" 1'-0' N IE y 27-3" 17-10 client 1- Dana Ben Ari&Nikola Duravicevic 10 119 .11 15'-10 1/2" 5'-3" 5'-3" 11"} 16'-0" —}I 1-1" 282 Washington Avenue Brooklyn T.O. Roof T.O. ROOF NY 11205 ---------i o EL. 17-2 „ ----------------� L------------------------- ----------------------- ---- ---_ __ -- HSS 6x6x5B ridge beam EL. 17-2 1 -- --- -- + arch'te is Se+ h nton Architects I c s LLP I 9 mouth Stre SS 6x � --------------------------------------------- Brooklyn i I i — —Exterior soffit clad w. / \ i _________________ ; ; ; NY 11201 WD-1 wood siding Roof rafters 2x8 ti EO structural engineer i I ' Silman Associates 32 Old Slip, 10th Floor New York LL__Lss 6x Window header,2x6 3 // i NY 10005 ;. - -= r T.O. Wall O T.O. Wall surveyor Exterior wall clad w. Exterior wall clad w. EL. 8-7 EL. 8-7 WD-2 wood siding WD-1 wood siding ; i ; Nathan Corwin Land Surveyor GL-1 Fixed glazing w. N ; 1586 Main Rd. Wood stud framing MT-1 aluminum frame i ; ; Jamesport wall 2x8 0, ; { NY 11947 Wood stud framing Cast-in-place — i Cast-in-place c� wall 2x8 `� patio foundation i p p foundation wall W. `� wall w.shelves & ; I project title Exterior wall clad W. o shelves & spread spread footing WD-2 wood siding footing (refer to g ap (refer to A-102) I A-102) i East Marion Storage I I 4115 Rocky Point Road, East Marion, NY ----------------- I I i 1 -------- ------------------------------------------ drawing title 1 I � 1 1 I = � I 'n t' T.O. Slab --------- -T.O. Slab - „ Sa . . o L 4 - — , E 3 3/ EL. 3 3�4 - Cast-in-place I --------- :•:'•;•.;•::'•;:'•::•;:•:•::• •;:'•:�•::'••:•;:'•:•;;•':'•::•::•;:•;:'•;:•:: ;:•;:' •;'•;,•:..•;::'•:: J Plans, Sections & Cast-in-place 00 concrete - Elevations concrete foundation M foundation �O ` ----------' wall& footing wall& footing N ---------------------------------------------�--- ------------------------ ------------------------------------------------- Permit 2001 � - status project no. ------------------------------ -----------'----- ------------------------- B.O. Footing ----------------------------------------------- B.O. Footing __ o EL. —4'-6" scale 1/4"=1'-0" drawn by SA 7 Section BB 4 Section AA 1 Foundation Plan date 06.14.2021 page 04 of 05 r drawing no. A- 101 . 00 All dimensions to be checked on site.Do not scale. e Ridge EL, +17'-2" Install wood blocking as needed s HSS 6x6x5B" Ridge beam j C� WD-3 Plywood sheathing 2x8 Wood rafter(16" O.C.) WD-2 Wood siding w.12" open joint , M13-2 Liquid applied waterproof membrane 1x2 Vertical rib (32" O.C.)w. MB-2 liquid-applied waterproofing membrane 2x3 Pressure treated horizontal T.O. Eaves batten (16"O.C.) -0 EL. +9, Install simpson tie H2A for rafter connection revisions date summary ICI WD-2 Vertical wood siding w. 12"open joint M13-2 Liquid applied waterproof seal&signature membrane 2x3 Pressure treated horizontal N RE U A& batten (16"O.C.) r- WD-3 Plywood cn U M T0<1y���� sheathing (3/4" thk.) 1 F NE client Dana Ben Ad&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 PL-2 Mesh fabric insect screen at—. architects back face of siding Shenton Architects LLP Wire mesh 3/4" 195 Plymouth Street Anchor bolts,cast-in-place from T.O.slab Brooklyn 2x8 Wood stud framing Cast-in-place NY 11201 concrete slab . PLA Rainscreen vent (8" thk.) ,h T.O. Slab structural engineer ITEM CODE DESCRIPTION MATERIAL FINISH MANUFACTURER$PRODUCT COLOR NOTES c o o a a o p o ° c a EL. —3 3/4" ° Silman Associates Continuous perimeter g°'• 4'0 ° ° • °. °. _ french drain ° • o0 32 Old Slip, 10th Floor CONCRETE#1 CC-1 Cast-in-Place Concrete Slab Hard Troweled Finish Concrete Light Acid Etch&Penetrating Sealer - Gray oo ° ° ° ° ° A ° ° ° ° ° e ° New York GLASS#1 GL-1 Vertical Exterior Glazing 1 1/4"Clear Insulated Glass Unit Low-E coating Guardian Sunguard SN 70S Clear OOCJ O �00�O ° • • • ° Oo° oo° O oC°O0 oC° 00°0 00°O Oo°00 0 °00 Oo°O Co° NY 10005 o ° °OM00°o0000°oD0o0°o °O�goO°ONgoO°o�0 �OoO°o0�o0°oC METAL#1 MT-1 Glazing Frames Aluminum Clear Anodized Schuco ASS 77&AWS 65 Natural O°�Oo o °' �0- 00 O O O O 00 O O 200 O O O O C 00 O METAL#2 MT-2 Hollow Structural Steel(HSS) Hollow Structural Steel(HSS) Primed HSS8x6x5/8,HSS6x4xl/2,HSS12x8x5/8,HSS6X6X5/8 Red - ° o surveyor 8 0 0 o Nathan Corwin Land Surveyor METAL#3 MT-3 Exposed Hollow Structural Steel(HISS) Hollow Structural Steel(HSS) Painted HSS 8x6x5/8 White O 00° MB-5 Puncture 0 0 oo resistant vapor 1586 Main Rd. MEMBRANE#1 IVIB-1 Vertical Surface Weather Barrier Self-Adhering Sheet Membrane WA Henry-Blueskin VP100 Blue Closed-joint Wood Siding MB-3 Liquid applied ° ° o retarder N Jamesport waterproof membrane �O° ° ° #6 reinforcing bars NY 11947 MEMBRANE#2 MB-2 Vertical Surface Weather Barrier Liquid Applied Membrane N/A Henry-Air Bloc 33MR Black Open joint Wood Siding 2".Rigid insulation �i oo� (12" O C.) ..' MEMBRANE#3 MB-3 Vertical Surface Waterproofing Liquid Applied Membrane Waterproofing N/A Henry-Aqua Bloc WB Black Foundation Walls Below Grade Crushed.Stone 2" Rigid insulation R 10 O� o0 00 o project title #4 Reinforcing bars) O ° O D ° ° �O Crushed.stone:(6 thk) MEMBRANE#4 N>s 4 Sheet Waterproofing Self-Adhering Sheet Waterproofing N/A WR Meadows-Precon Black Concrete Spread Footing L.. as Shown 12" O.C. °�� •, p MEMBRANE#5 MB-5 Horizontal Surface Vapor Barrier Puncture Resistant Plastic Vapor Retarder WA WR Meadows-Permanator 15 Green Under Concrete Floor Slab O MB-4 Self-adhering East 4115 Marion Storage East sheet waterproof I ° ° • ° • ° : { Rocky Point ion, NY MEMBRANE#6 MB-6 Membrane Flashing Self-Adhering Membrane Flashing N/A Henry-Bluesldn Butyl Flash&WB25 Blue For all termination&penetration conditions - .. - membrane.. WOOD#1 WD-1 Vertical Wood Siding-Tight Joint 1 x3"Mahogany-Grade A Clear Unfinished - Grey(post-weathering) Tongue&Groove w.1/16"gap i #5 Continuous ;.° ° °• ; reinforcing bars drawing title WOOD#2 WD-2 Vertical Wood Siding-Open Joint 1x3"Mahogany-Grade A Clear Unfinished - Grey(post-weathering) Ripped to 2.5"Width w.1/2"gap Castro-place concrete _ _ ,}� B.O. Footing spread footing - WOOD#3 WD-3 Plywood Backing 3/4"Plywood Unfinished - Natural " - 6� 1'0" 6" EL' —4'-6" PLASTIC#1 PL-1 Rainscreen Vent Plastic N/A Cor-A Vent Black j�• Wall Section & Materials List PLASTIC#2 PL-2 Mesh Fabric InsectScreen Fiberglass Mesh N/A Phifer Charcoal - - status Permit project no. 2001 scale 3/4"=1'-011 drawn by SA .... . ..... 2 Material Schedule 1 Wall Section Detail: Typical date 06.14.2021 page 05 of 05 drawing no. A- 1 02 . 00