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43167-Z
,tzzz• ��O�OSUEFot Town of Southold 1/15/2022 o k P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42685 Date: 1/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 455 Macdonald Rd., Laurel SCTM#: 473889 Sec/Block/Lot: 145.4-17- Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2015 pursuant to which Building Permit No. 43167 dated 10/25/2018 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 covered porch, second floor deck with pergola, deck and attached garage with roof deck as applied for per ZBA#6875 dated 8/20/2015. The certificate is issued to Ariens,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0053 11/4/2021 ELECTRICAL CERTIFICATE NO. 43167 10/7/2020 PLUMBERS CERTIFICATION DATED 12/18/2018 Z Plum g A ho z Signature Q9, Town of Southold 1/15/2022 a P.O.Box 1179 N x 53095 Main Rd t �ygj1 �afSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42686 Date: 1/15/2022 THIS CERTIFIES that the building HOT TUB Location of Property: 455 Macdonald Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 145.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2015 pursuant to which Building Permit No. 43167 dated 10/25/2018 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: accessory hot tub as applied for. The certificate is issued to Ariens,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43167 10/7/2020 PLUMBERS CERTIFICATION DATED av Au iz d ignature �gUFEOI�coGy TOWN OF SOUTHOLD ��o.. BUILDING DEPARTMENT ® TOWN CLERK'S OFFICE .oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43167 Date: 10/25/2018 Permission is hereby granted to: Ariens, Christopher 106 W 116th St Apt 11B New York, NY 10026 To: Construct a new single-family dwelling as applied for per ZBA, Trustees, DEC and SCHD and install a hot tub as applied for. Two Certificate of Occupancies are required. Replaces BP# 40818. At premises located at: 455 Macdonald Rd., Laurel SCTM # 473889 Sec/Block/Lot# 145.4-17 Pursuant to application dated 10/25/2018 and approved by the Building Inspector. To expire on 4/25/2020. Fees: PERMIT RENEWAL $1,091.00 Total: $1,091.00 Building nspector o�suFEot,r�i, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40818 Date: 7/5/2016 Permission is hereby granted to: Ariens, Christopher 106 W 116th St Apt 11B New York, NY 10026 To: construct a new single-family dwelling as applied for per ZBA, Trustees, DEC and SCHD and install a hot tub as applied for. Two Certificate of Occupancies are required. At premises located at: 455 Macdonald Rd, Laurel SCTM # 473889 Sec/Block/Lot# 145.4-17 Pursuant to application dated . 12/30/2015 and approved by the Building Inspector. To expire on 1/4/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,932.00 CO -NEW DWELLING $50.00 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO - SWIMMING POOL $50.00 Total: $2,282.00 Inspector OF SO!/r�01 Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a-)town.southold.nV.us Southold,NY 11971-0959 o�yCOUM`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Ariens Address: 455 Macdonald Rd city:Laurel st: NY zip: 11948 Building Permit#: 43167 Section: 145 Block: 4 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Kruse Electric License No: 1964ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub X Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water 30A GFCI Recpt 7 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Pucks 5 Recessed Fixtures 41 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights. 26' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 4Q 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Hot Tub Notes: " AS BUILT, NO VISUAL DEFECTS " New House, Service and Hot Tub Inspector Signature: - �, � Date: October 7, 2020 S. Devlin-Cert Electrical Compliance Form.xls B Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT .� TOWN OF SOUTHOLD D DEC 1 7 2018 :.:CER._T.I,FICATIO..N: TOWN OF SOU—MG-LD, a Date ►2 [`j,_ ... I Building-Permit No. (R Owner: C�'l r��S11�C'�S ) (Please print .�� _,�.....�,.�Plumber: �-�:� �c,✓w�i�S' _ - - � _.._ „�... , .�« _ __.__���_� _ z�.-�.�, , __ ler (P ase print) s I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (Plumbers Signature) i Sworn to before me this day of. 20 ,: Won E.Fuentes Notal Public,StaW of Now Ybrk Qualified in Suffolk County UC.#01 FU4811709 Commission Expires A ril 30 unty Notary Public,:__..... . Co i i i I !i B N O • a DID TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V�FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / TRA5y) [ ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: it X or .. Pow DATE �S �Z �4 INSPECTOR s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) -ELECTRICAL (FINAL) REMARKS:. DATE 17 INSPECTOR �aOE SOUIyo cOUATI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN'SPECPON [ ] FOATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [V40 FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 9A N&A Alw 4v lFvv%&!Aih! K I ANS &RWItl D. —Ri . 'f i 0 Vle W u DATE l32d INSPECTOR - Dc6 1� ��OE SOUryo H O ai TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . INSPECTION [ ] FOUNDATION 1ST [ eINSUILATION UGH PLBG. FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 VI ob✓ \� ks VV ( WillNA- ,6Jb DATE Y 13 INSPECTOR qo�l BOE 50U1y . �o� olo coum, TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] RAMING / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ,REMARKS: *PYI& DATE INSPECTOR ` 8 t of S0 # * TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION .. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION _ [ ] FRAMING /STRAPPING [ FINAL/v40 2f tpl 7V6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA RKS: 1 AM1 CS 49 66- AO (. QD -All DATE Y INSPECTOR �o�a y°lo # TOWN OF SOUTHOLD BUILDING DEPT. courm l 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL IV D / [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION,' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING n RE ARKS: sAIA 6 CA*- \b 00 � Jbov�lz I a( C 4A,� JADATE INSPECTOR I pFSOUIy�� � � / �/� 1 �J M� �NrL✓y ___ i ,� ,� //♦ TOWN OF SOUTHOLD BUILDINDEPT. - �o • ,o �YCOUNI I 7654802 . ." INSPECTION ' [ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ -],-,FOUNDATION 2ND [ ] INSULATIOWCAULKING [' ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE &CHIMNEY: [ ] FIRE'SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [: ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) oo,()�C [ ] CODE VIOLATION ] PRE C/O REMARKS: fa o v 'r,,vL m-or)be li& �& All �/'o e r D 7 • d _ �� s� r n ryer ovVelJ Aa, (2w 604fte 1�0 lv i f-I 11CLA?01A f. DAT E" r INSPECTOR � SObIyo ��l V S�Mri �► d I_��i� # TOWN OF SOUTHOLD, BUILDING DEPT. °�y�nurm� 765-1802 INSPECTION [ ] FOUNDATION 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)uvyse [ ° ] CODE VIOLATION ] PRE C/O �C,+9.4e,f, q rl REMARKS: �" 1 )a rJ drJY M)JTl ` 44 Utis I� JA TINAA L11-1 DATE 6 INSPECTOR OF SO(/TyOlo -L+= & � �� O/ C � # TOWN OF SOUTHOLD BUILDIN D PT. 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 REMARKS: e IA) pa +t lym, r'e'r-cmf I DATE INSPECTOR cam--• i 0 _ • " f f _ • 1 !6 INS' Ow 29 Ala tori "MA 1 I gal WWI dI& /'_�.... WW -A4,MAI If/Isiiil ��. �, r v 1• . frr I 1 IRAN � A �' Ij wo-y�aria MINIMUM Alm I—swrimm"Orm FAF , . :, � � , .�, ' �.� ► ,* ,_ ' � _ it �L� /� o filimmorimm • w n n r 100 U-Aer ROM TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL t /'„ � Board of Health SOUTHOLD NY 11971 Z(J �- 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application DPD �. � C �� �a,� �; Flood Permit Examined 20 J - I Single&Separate i l ! Storm-Water Assessment Form LI/ MAY Contact: Approved 20 Mail to:�.► V Disapproved a/cr Iv;. J "Iq Ph ne: 31 411 —5 b Expiration ,20 . h 1vS f P ildi nspe or 5� APPLICATION FOR BUILDING PERMIT I OVAL Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted.to the Building Inspector with 4 sets,of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit 'shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of Issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for remjadrolition er in scribed. The applicant agrees to comply with all applicable laws, ordinances,building code,he la ' and to admit authorized inspectors on premises and in building for necessary inspections. f applicant or name,if a corporation) I • 0d)MV QeO 1560-1-140L—h i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises_ �l/�i VI (As on the tax rofl'or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: House Number Street }} p (Hamlet County Tax Map No. 1000 Section Lot d k'.y Subdivision b Filed Map No. � Lot 1�' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy � f 3. Nature of work(check which applicable):New Building Addition Alteration Repair Rpmoval Demolition Other Work (Description) 4. Estimated Cost (0 oco Fee (To be paid on filing this applic4tion) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Y , 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear "�Wr f� HeightNumber of Stories 3.J', 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQU RED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) CJAI-XR,9 SCQ_JWOj �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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw rn to before me this day of 20_LO�' L —D.BUNCH u Notary Public Notaryt�Nc,Stets of Now York Signature of AplAicant No:01 HU6185060 Ouaii W in Suffolk County Commission Expires April 14,2_211{e Glenn Goldsmith, President �ZF so(JTy Town Hall Annex 0 Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A. Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 olyCOUM`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1719C Date: June 25, 2020 THIS CERTIFIES that the demolition of existing dwelling,decks and detachedarg age; construct new two-story 3,035 sq.ft.dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway; I ')55) At 445 MacDonald Crossing, Laurel Suffolk County Tax Map#1000-145-4-17 Conforms to.the application for a Trustees Permit heretofore filed in this office Dated June 19. 2015 pursuant to which Trustees Wetland]Permit#8678 Dated September 16,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling, decks and detached garage; construct new two-story 3,035 sq.ft.dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling and a proposed stone driveway The certificate is issued to Christopher Ariens owner of afores p o erty.� . Authorized Signature v y' L, f r c"` rr ,V' +r®.i`r saga• _." tr.. ' ,,iW v� •'+n; e �ypl°l'1 tk#� _ .g�Maa# rr'r�¢ ;: . �.���d'�a ar)asxe; a'�91E a.,ta��# _ .r;�,3�#'r.`s°a',� �sl•��� t�' e�aF`"* '..r� sV�i`�+e�raa, - d1 r _ # inn Asa hi�ws � r�Y� Np .a:' ,� .,?Y,�4 �k9��,L.�b.,.,a•r�s."" sem.2�+-a'C ��Ltz7E£S Y..'i..:.i 't< 4°il.$�� ark,.ar�w.-.✓�c;h+ '?C.c=gi h=� .a.,xSae� nNx7�3:''.,t':4"�Ya'._lh:aG..�E.*rh...�E."'?�Tt.,�r r,YET f � .� 4- ai BOARD OF SOUTHOLD TOWN TRUSTEES .E SOUTHOLD,NEW YORK r PERMIT NO. 8678 DATE: SEPTEMBER 16, 2015 !V1V ISSUED TO: CHRISTOPHER ARIENS PROPERTY ADDRESS: 455 MAC DONALD CROSSING,LAUREL .' — '' SCTM#'1000-145-4-17 AUTHORIZATION �a Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16,2015,and in consideration of application fee in the sum of 250.00:paid by Christopher Ariens and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for demolition of existing dwelling, decks and detached garage; arp . 3 _ r construct new two-story 3,035 sq.ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway; and ? as depicted on the site plan prepared by Charles W. Southard Jr. last dated September 1 2015 and stamped approved on September 16,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causesits Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Boa as of this date. JI co coo f ' 4 6a _ — ar :•s�",t VVIaaS c.;, .'z nt�b i�:? a,. ~ �°�t.t 6aVe� � 1�1V���Y a, aaaa�. 1tiVt`:g ,ait tVV.i .._.^.�-."' � _is NEW.YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION- nM �l.SU V Division of Environmental Permits,Region 1 D F, D SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 wwv/.dec.ny-gov MAY — 9 2016 BUII•DING DEPT• PERMITMODIFICATION TOWN OF SOUTHOLD March 7, 2016 Mr. Christopher J. Ariens 106 West 116t" St., 11 B New York, NY 10026 MAY — Q r^`5 Re: DEC Permit# 1-4738-00473/00006 _... Ariens Property 455 MacDonald Crossing TG*i, Laurel, NY 11948 Dear Permittee: Your recent request to modify the referenced permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,.the permit amended to authorize: Install sanitary system and drywells. Reconfigure driveway, decks, and stairs. All work must be. done in strict accordance with the attached plans prepared by Charles W. Southard last revised January 20, 2016 and stamped "NYSDEC Approved" on March 7, 2016. All other terms and conditions remain as written in the original permit. Very truly yours, //A"%4�e George W. Hammarth Permit Administrator sla cc: Charles W. Southard, Jr. BOH—TW file NEW YORK Department of STAT£OF OPPORTUNITY Environmental Conservation J Facility DEC ID 1-4738-00473 --- - �-- �• ++wi�irl r.l�lHLl,V1V 5ERVAJlION ii PERMIT j Under the Environmental Conservation Law ECL i Permittee and Facility Information Pe rmit Issued To: Facility. I CHRISTOPHER J ARIENS ARIENS PROPERTY.: 106W116ST11B f' �R 455 MACDONALD CROS,SINGISCTM 1000- 145-4-17 NEW YORK,NYf10026 LAUREL,NY 11948 ph; Facility Application Contact: CHARLESrW SOUTHARD, JR ;\ 435 BAY"`HOME ROAD , SOUTOLD, NY 11971 (63 1) 471-5228 tir Facility Location: in SOUTHOLD in SUFFOLK COUNTY < Facility Principal Reference Point: NYTM-E: 706.393 NYTM-N: 4536.852 Latitude 40°57'24 3" Longitude 2° ' ,N 7 32 51 4" , _> r. Authorized Activity Remove existing dwelling and garage Construct new dwelling on piles,attached garage, walkways,stairs;=and'deck All.work must be done in strict accordance with the attached.plans stamped "NYSDEC Approved" on Octoier 3,0, 2015 Permit Authorizations Tidat"Wetlands- Under Article 25 Permit ID 1-4738-00473/00006 New Permit F Effective Date 1°0/30/2015$ fi ExpiYationsDate 510/3- ,y N r pro DEC Ap val By acceptance of this permit, the permittee agrees'that the permitis,contingent upon strict . compliance with the ECL,,all applicable regulations, and all condihonsfincluded as part of this s permit w 17 PermitAdministrator: GEORGE W HAlVIMARTH'Deputy( y NYS Regional Permit Administrator Address: $ DEC Regi6ii I d u _. Heaclqua'ters" SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: Date Page 1 of 6 j 1IL' Yl 1 Vix11 J1H1L` LBr HI\11V1G1\1 Vl' P.Pl V lnUIN MIZIV JL A],k-ulVoznV A11"IN � Facility DEC ID 1-4738-00473 I Distribution List CHARLES W SOUTHARD, JR. Habitat- TW SHERRI L AICHER Permit Components NATURAL RESOURCE PERMIT CONDITIONS , , GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS bin; NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following 1`rV Permits: TIDAL WETLANDS e 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permitte„e and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions oft permit. Within 30 days of completion of project;the bottom p'ortlon of the forrnvmust=al`sobe�sgned:and retumed,�along with=photographs of the completed work �t��..N.w sit-`Y -.;>rr. r =... ,r: 'Y..;�'•:` � `^ .h 2 Conformance With Plans All activili authorized by this permit must be intstnct conformance with the approved plans submitted by the applicaiif`br applicant's agent as part of`the permit application. Such approved plans were prepared by Charles W. Southard last revised July 10, 2015 and stamped "NI'SDEC Approved” on October 30, 2015. 3 Tidal Wetland.Covenant ,The,permittee shall incorporate:the,attached Covenant(or similar A'` Department;approved language)to the deed,for;thepropertywhere the project_wilI be conducted and file } ': it-with.theClerkJof=SUjFFOLK County¢witlun 30 rdayssofthe effective:date�ofthis:permit. This=>deed' covenant shall runty tthe hand mto�perpetuty A copy of the covenantedd_eed or other acceptable W: ,. proof of record, along with the.riumber'assgned to this perrmt; shall be.submitted within 90 days of the u :effective date{of this perrriit to ; Regonal;Habitat TW NY`SDEC=Region 51 Headquarters a SUNY @ Stony Brook�50 Crcle.Rd Stony-Brook,NY11790 =3409 Attn: Compliance x 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 ..... ■va�1�v 1 t�i J 1JP�r!'1n 11 ZIN 1 yr EIN V INUINIV1L'1v I AL CON VA110N Facility DEC ID 1-4738-00473 i 5. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed coneitdte trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal... No debnssperm tted in wetlands and/or protected buffer areas. 7. Storage of Equipment;Materials The storage of construction equipment and materials shall be confined to the upland,afea landward of the bulkhead or on a barge. . 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved`'project shall be stabilized with,appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains iriactive for more tha ,,48 hours or planting s impractical due to the season, then the area shall be stabilized with straw or ha morulch y �.:;r jute matting until weather conditions favor germination. >» „` 9 Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated;,, buffet"zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 15 linear feet landward of the bulkhead linear feet landward of the tidal wetland boundary. s'$. lo. Straw Bales or Othex at T1da1 Wetland A row of staked straw bales or approvable erosion control devlces,sha'11e placed at tYie'landward edge of the buffer area or 151inear feet from,thetidal R. wetlandbboundary, or as per the NYSDEC approved plan,prior to commencement of any regulated u ^y zL+ activities and remain in place and in good, functional condition until thero,ect is coin feted.and all disturbed areas are stabilized with vegetation. 3" pJ M p N 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum ofn75 linear feet landward of the tidal wetland boundary-for,immediate.on-site recharge. 12 Drikeway/Pari ng Area„of Pervious 1VIater al_ Dnueway:andparking.,areas shall,be#constructed of NYSDEC approved pervious materials T is Direct Runoff Away'from Tidal-Wetland and Buffer Roads, driveways, and parkin .4 reas shall w. be graded to 'direct runoff away-from:tidal wetland`s and protected buffer areas. . ,. .`14 N:o Changes to'?Septic System This permit does not�auth6nze any alteration; expansion or . replacemei'it:of existmgilseptic systems. , Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00473 15. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall riot becornpleted, the owners, shall, without expense to the State, and to such extent and in such time and manner as`the_Department of Environmental Conservation'may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the`State of New York on account of any such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation of this perm, the project hereby authorized has not been completed,the applicant shall without expense to the tate, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the sit&Ao its formercondition. No claim shall be made against the State of New York on account of any such `tt. removal or alteration. 17. .recautions Against Contamination of Waters All necessary precautions shall be taken to J{ p re ,'ude contamination of any wetland or waterway by suspended solids sediments fuels solvents lubncants�"epoxy`coa ings; INEW YUKK JrATt I&VARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-00473 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Admmistrafor NYSDEC Region 1 Headquarters ti SUNY @;,stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. :: PrtY 5. Permit-Modifications, Suspensions and Revocations by the Department The Department reserves affic right to exercise all available authority to modify, suspend or revoke this permit. The, ground"for modification, suspension or revocation include: _" fsl a.;',,,'ef materially false or inaccurate statements in the permit application or supporting papers; b. failure by-the permittee to comply with any terms or conditions of the permit; �.,.,.." _.n.?_;; c. exceeding theyscope oftheproject as described in the permit application; d ;.newly discovered material information oramaterial change in environmental conditions, relevant technology or applicable law or regulations smce,t issuance of the efisting permit; e;'. noncompliance with previously issued 'permit conditions, orders of the commissioner,-,any h1' p gulatons of the. epartment relate d�to rovisionsof the;Environmental Conservation Law or re D thee p nn qed activity, , P t C ;, t h n`+fi c„i„" +w.j's' ."..., ai z,.r6r ,,. ..1`-; , 6 Pe'r'mit 1ansfer Permits are transferrable unless specificallyprolibrted,by statute;regulation or another permit coriditi®n ;Applications for:permrtYaranSferahould be-;submitted prsor to actualhtransfer of. ownership , , Page 5 of 6 _._.V=n i L Lc r'An 1 MPMN 1 VV r.1v V 1KVNIV ENTAL CONSERVATION �w Facility DEC ID 1-4738-00473 I 1 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS 1 Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the,State of New York its representatives employees, and agents ("DEC") for all claims, suits, actions, and damages,'`fo thet:extent attributable to the r. :.4 permittee's acts or omissions iri°connection with the permittee's undertaking ofactivities in connection with, or operation and maintenance of, the facility or facilities authorized by thepermit whether in compliance or not imbbmpliance with the terms and conditions of the permit. This`"i ndemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts;or omissions, or to any claims, suits, or actions naming the DEC and arising,under Article 78 o�Fthe New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under fedeffral or state laws. =z: .J "? w. dY Item B `Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of theirggresponsibility to comply with this permit, including all special conditions while acting as the 1," permvittee s agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee; �,5 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee,is<resporisibT6 for"obtaining any other permits, approvals, lands, easements and rights of= way that�may be required to carry out the aetiurties that are authorized by this permit t" r s Item 1): No Right to Trespass or Interfere with Ripariah'�Ri' hts , This permit does not convey to the permittee any right to trespass upon the lands or interfere with the'�` riparian rights of others in order to perform the permitted work nor does it authorize the impairment,iof any rights, title,, or interest in real or-personal property held or vested in-a.-person not a-party to the .' permit>,t3" wuua 3'�'.t, .:5•..-;.. _ ...3. < .. _ 'r ,,F X' ,t.`_'..o xo_.v.-'`` �__ x _vi:;_- .x,:i��E.�k.,.St � , 1 a ., a Page 6 of 6 '\X]EIKI Scott A. Russell ST01KMWA SUPERVISOR ga \\.G1E1\\41EN\T W NANA SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 2 5 2016 ( TO BE COMPLETED BY THE APPLICANT DOES- MS PROJECT INVOLVE ANY OF THE FOLLOWING, (CHECK ALL THAT APPLY) Yes No EJ A. Clearing, grubbing, grading or stripping of Iand'which affects more than 5,000 square feet of' ground surface. 1:1 EL B.:ExQzVation-Or filling involving more than..200 cubic yards .of.material within any parce'l or any contiguous:area. :C Site.preparat ion on slopes which exceed 1-0 feet vertical rise to 100-feet of horizontal-distance. 0 Site preparation.within 1.00 feet -wetlands, beach: D. bluff or coastal' 'erosion hazard area. 0 E,: $Site. -prepar.,ation--ovitfifn.1h-6 ,0ne-'huftdtbd7ryear f lbiodplaift as 0 epioted FIR M Map ap of any-watercourse. V.. Installation of new or resurfaced :impervious sqrfaces of 1.40:00--square -feet or more,. unless prior approval of a.Storm-water--Managethent Control-Plan was received :by the Town and the proposal includes in-kind replacement of impervious.surfaces. jk If 36-u- answered NO to all of the'qiAest.fons-above, STOP! Coiiipl.ete.th*CApplicant s'petibii-Velow--tvithybiir'�k' e, Signature, Contact Information,Date &. County Dix Map Number! Chapter 236.does not apply:to your&9f6pt. If-ydu answered YES to one or more of the above, please submit Two.copie's of a St6 rim-wate'r Ma�nag'einent.C00trol.Planand-E!'completed Ch.eck List-Form to the Biflldihg Department _y6ur'Buftding.Pp ermit Application.plicatl6n. A S.C.T.M. 1.000 Date: PPLICANT: (Prrperty OWner,Nsign?rofqz�41onaL,Agent,Contractor,Othe D L, t. Block Let jii [rte j: L FOR BUILDING DEPARTMENT USE ONLY a Contct ldcrmation: 6 i 2f4. I, Reviewed Bv: Ce EiI - - - - - - - - - - - - - - Date: Property Address Location of Construction Work: !:i — — — — — — — — — — — — — ol Approved for processing Building Permit. H AC, Storm%vater Management Control Plan.Not ReqUired — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. T Torwardto Engineering Department for Review) ............... FORM S-.\i[CP-TOS MAY 2014 _... ....................... .... �F17 APPLICANT: �. CHAPTER S.C.T:M. ]000' , (Property Owner,Design Piolmional,Agent,Contractor,Other) — — 05 .Storinwater Managern.erit.Can tro_V . ., n fflEff)MtT (Vil : 51x1 C P –PlanRequirt merits Provide ONE.copy o the[3uilding Permit application. PI—hu'l Thep lfcant must iravide a.Com lefe Ex.lariat on anchor Reason l'or•not nr v ilii a Date * PP L ' p p': i— I� I„_ ) qtr i ' a."rc �Q:. , ql:q all"Irit`gr'at qri that liar been(3ei wired by the fellow Lig Checklist! 1. A Site Plat drawn to scale Not: Less that.60' to the Inch MUST if You answered Noor NA to any Item, Please Pjxwide Justification [-fere! show ail of the following items: 1f you"deed additional room for explanations, Please Provide additional Palae:r. a: Location& Description of Property Boundaries b. Total Site Acreage.. c. Existing- Natural & Man Made Features within 500 L.F. EROSION of the Site Boundary as ycquired by.§2ss-t7(CM. Shall include but not beim e d. 'fest I•lrile Dare tndicatIng$0 Characteristics&:u ptii ioGround Water; . .. . . .. i maintained Construction Entrance, ... . c. Limits of Clearing&.Area of Proposed Land.Disturbance. V7_11=1= garktad Slit Fencing, stabilization & f. Eafsting& Propost;d Conjour's.of the,Site Unimm.2 Intcruals? ive soils. Seeding of @xpoy g. Location of all existing& proposed structures,roads, driveways,sidewalks,,drainage improvements&•utilities. h. Sprit Grades& Finish Floor Elevatlons for all.existing& proposed structures. 1. Location of pro used-Swimming Pool and:discharge rin g j. Location of proposed Sall"Stockpile Area(s)::, k. Localion:of:proposed Cdnstructicin Lntra)iedstaging Area`.W. I. Locatl0n of propbsed,01icrete\vashtjut ai4ea(s):. ?. m. Location-of all proposed erosion"&sediment.cimtrol ineaisures. " 2. Stormwater Managcme.rit Com i'til.Plan must include Calcolations slioNylirg 0 before hist the stormwater Improvements are sired io capjure,�sttire,arid9nl'iltrate - 156- on-s!te the run rrff from all,sniper}lot s surfaces generated try'a hvo"(2")"inch l3ack-fill, UK Provide Ellgineo's eertifleation rainfall!storm event. that the draigage has been installed to Cade 3. Drltlils R Soelional Drawings foi•slurrriwaicr practices�u•e i�equircii for"appiYival: : - Items requiring details shall include-.but not: be Iii-bited.to:. a. Erosion&Sediment Cdri["rols, b. Construction Entrance& Site Access. c. Inlet Drafnage Structuros (e.g,ca.tchAmins;trench drains.etc.) d. Leaching Structures (e.a..infiltralionbasins,swales,etc.) FOR ENGINEER DLPA 7 Sl� ONLY i Additional fnforrriation is Required. Reviewed & l :Stor.mwat.er Management Control Plan is Not Complete. A pprovcd 13y: — — -- - — — — — — — — — -- - — — — — — — — — — 'Stormwater• Maiiagement Control .Plan IS Con'ihlete. CP has been approved-by the Engineering Department.:;"' _ ...... _..__...... PORTA A SWC ')eek List --TOS MAY 20.14 •\1"J Tom Hall Annrx J�i Talephoue(b3l)7G5-l8G2 , 54375 Main Road t(5313 96 P.O.Bax 1179 errichetf goi�is .nv.us Southold,NY 11971.0959 ; r a BUILDING DEPARTMENT. TOWN OF BOLYMOLD - APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1au 1� u,s• Date: l /�o Company Name. Name: Address: !/ Ljr;/✓� .9s' /G --- _--.- -- phone No.' JOBSITE 1NFORMAT,EOW'(*Indlcatgs required Info rMatIon) - *Cross Strft *Phone No..- Permit o.:Perrmit Na.: 142 l (P7 Tac Map Mstrlct, '10 `BRIEF DESCkJ15TION OF WORK(Please Print Clearly). A -100:1b0 (Please Cirole All That Apply) *� lab rear for inspection: _..YF. Rah to - Final ' ___.,__ *00 you need.a Temp Gertificate: N� Temp trOrmation(if needed) rvice Slz$: . Plaasc� 3Ptaase neo r8ult%1TH 3001 SSD tither (9wSer vioe:. Re-connect `Undergrou Num �Change of Service t7v rheatl Additivnal.inforrnation: PAYM APALIe T! - - Aw cgx Kms C�. 82-Request for(nspec Uon Form, C ' ' q( 7 PERMIT# O: Switches Outlets 1 G F I's 00I a:, r � Surface Sconces HH's UC Lts ' uu y (1G 4A s S ti Fansf Fridge HW Exhaust�� Oven G, Dryer Smokes I 1 DWI Service ".ZOC4- I .�Carbon Micro Generator ComboI. Coo p (+p. ransfer `1 � 1 � Ac AH q / Mini i � G 11J � �e , Special: " r�Q Q(\ e ivA r /� �� T /�h7c�v� F�fT Comments: IS 5 )AQ ZickrzarU) 7 re /C No, V1,0"4 J6AA le r T C,0 C fro S2 1rw f✓�j Nt 1',A J! r .mow 9 Zoe1 kd .4aA d r'1'tf 11CIAqS fit► w W 1 , n Wed C61 4enA)Cr o► l�}�✓-�1�� 1 ca f W I` ea�tc�.f 14 k,e-vie , q(Al gec4r 01 C1'1,01 e bP o i ec-1 • Al r Gt Iq.� ®rrt Ag, OCA �S t r v v$2 6-10 AMS- 1A fnjSJ►^-j S`tr IJCA 4P Charles W. Southard Jr. Registered Architect 435 Bay Home Road Southold, New York 11971 Phone# (631) 471-5228 cwsarchitect@optonline.net July 28, 2020 Town of Southold L" Building Department 53095 Main Road P.O. Box 1179 a y+7 Southold,New York 11971 Re: Christopher Ariens ` U 433 MacDonald Crossing,Laurel, New York Tax map # 1000-145-4-17 Attached, (4)copies of As-Built drawings Please review and advise if additional information is needed. Thank you, Charles W. Southard Jr. Registered Architect D C 'L _' D AUG - 3 2020 BuILDiNG DEPT. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 29, 2015 TO: Christopher Ariens 455 MacDonald Crossing Laurel, New York Please take notice that your application dated May 15,2015 For permit for demolition of an existing single family dwelling and construction of a new single family dwelling at Location of property: 455 MacDonald Crossing, Laurel,NY County Tax Map No. 1000—Section 145 Block 4 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 14,235 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. Following the proposed construction, the single family dwelling will have a front yard setback of 20 feet. In addition, the proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 33 feet to the existab cad. Authorized ' ature Cc:File, ZBA BOARD MEMBERS Southold Town Hall 'Leslie Kanes Weisman,Chairperson O�*Of SUUryOI 53095 Main Road•P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ! aOQ 54375 Main Road(at Youngs Avenue). Kenneth Schneider ���COUNTY Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 MEMO To: Mike Verity, Chief Building Inspector From: Leslie Kanes Weisman, Chairperson, ZBA it) Date: July 1, 2016 RE: Re: ZBA Decision#6875, August 20, 2015, Christopher Ariens The Zoning Board of Appeals granted the above reference relief in their decision dated August 20, 2015, which allowed for less than the code required front yard and bulkhead setbacks. As you are aware, it was later determined that the site plan presented with the ZBA application, last revised August 12, 2015, incorrectly depicted the proposed lot coverage of 14.6%. The error was discovered when the applicant's design professional submitted a copy of the amended plan(approved by the NYSDEC on 3/7/2016),to the Building Department, last revised January 20, 2016, showing the lot coverage as 21.07%. As a result,the applicant submitted to the Zoning Board of Appeals a letter dated June 27, 2016, along with an amended site plan revised June 21, 2016, describing his error in lot coverage calculations, and denoted a reduction in size of the proposed deck in order to comply with the Town Code's minimum lot coverage provision of 20%. At this time,the matter has been remedied to the Board's satisfaction, and requires no further action by the applicant. Encl: Amended site plan last revised June 21, 2016 &letter dated June 27, 2016. s BOARD MEMBERS rtg SQ Southold Town Hall Leslie Kanes Weisman,Chairperson ��� ��y®l 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric DantesB Office Location: Gerard P.Goehringer A Q Town Annex/First Floor,Capital One Bank George Homing 54375® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCQUNT`1,� Southold,NY 11971 http://southoldtown.northfork.net IZONING BOARD OF APPEALS I' • i' TOWN OF SOUTHOLD I II I !� AUG 2 1 2015 L Tel.(631)765-1809-Fax (631)765-9064 "LDG GEPf r r FINDI GS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2015 ZBA FILE 6875 NAME OF APPLICANT: Christopher Ariens PROPERTY LOCATION: 433 MacDonald Crossing (corner MacDonald Road) (adj. to Great Peconic Bay), Laurel NY SCTM#1000-145-4-17 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 under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 25, 2015 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated July 21, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 Zone and is non-conforming at' 14,235.17 sq. ft. It is improved with a single family dwelling and accessory garage all of which is to be demolished. It has 68.00 feet on MacDonald Crossing, 189.31 along MacDonald Road, 76.00 feet on the Great Peconic Bay and 179.17 on the northern property line as shown on the survey dated June 5, 2014 prepared by Michael K. Wicks,LLS. BASIS OF APPLICATION: Request for Variance under section 280-124, and the Building Inspector's May 29, 2015 Notice of Disapproval based upon an application for a building permit for a demolition of an existing single family dwelling and construction of a new single family dwelling, at: 1) less than minimum code required front yard setback of 35 feet, 2)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to demolish a single family dwelling, and replace it with a new single family dwelling with a non-conforming front yard setback of 20 feet from MacDonald Road where the code requires 35 feet and a bulkhead setback of 33 feet where the code requires 75 feet. Mage 2 of 3—August 20,2015 ZBA#6875—Ariens SCTM#1000-145-4-17 AMENDED APPLICATION: At the hearing the agent for the applicant was asked to bring the proposal more into conformity with the code. On August 12, 2015 the agent submitted a revised site plan noting the bulkhead setback at 37.77. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2015, 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.&267-b(30)(D. The grant of the amended relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed front yard setback on MacDonald Road is more than the existing home footprint. Due to the flood zone this is the only place the new home can be placed to mitigate damage from possible future flooding. This section of MacDonald Road is a dead end and(here is only one other home on this road. Several homes have non-conforming setbacks similar to this request. 2. Town Law&2677b(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. However, the home can be moved further from the bulkhead. The applicant's amended survey created more conformity with the code required bulkhead setback of 75 feet. 3. Town Law_§267-b(3)(b)(3). The variance granted herein for the front yard is mathematically substantial, representing 43% relief from the code for the front yard setback. However, the property is a corner lot with two front yards and the existing home has a lesser setback from MacDonald Road id than the new proposal. The bulkhead setback represents a 50% relief from the code for the bulkhead setback. However, the applicant is moving the dwelling further from the bulkhead to reduce the amount of relief while still maintaining a conforming front yard setback from MacDonald Crossing. 4. Town Law &267-b(3)(b)(4) No substantial evidence has been submitted to suggest that the variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood: The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-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 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 constructing a new home 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 267-13, motion was offered by Member Dantes, seconded by Member Horning, and duly carried,to GRANT the variances as amended, and shown on the proposed site plan and building location dated July 17, 2015 last revised August 12, 2015, prepared by Charles W. Southard,RA. Subject to the following condition: CONDITIONS: The attached deck as granted shall remain open to the sky. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3—August 20,2015 ZBA#6875—Ariens SCTM#1000-745-4-17 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible 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. IPM-Ireserves the right to substitute a s'njlar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280446(B) of the Code of the Town of Southold any variance granted by the Board o 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, rani an exterision not to exceed three(3) consecutive one Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson), Schneider) This Resolution was.duly adopted(3-0). Gerrd P. Goehringer,Actinghairperso Approved for filing 0 /4/ /2015 Fuentes, Kim From: cwsarchitect@optonline.net Sent: Tuesday, December 28, 2021 1:02 PM To: Fuentes, Kim Cc: Westermann, Donna Subject: Re:ZBA#6875 Ariens,433 MacDonald Crossing, Laurel Our contractor walked off the job in the Spring of 2020, with the house nearly finished. Despite repeated attempts to clear up the final sanitary, electric and Trustees inspections with him, my calls/emails went unanswered. I hired Dynamic Permits in June of 2020 to finalize the SCHD permit for the sanitary system. That process took more than a year, with new plans needed to be drawn up. Final approval was received on Sept. 27, 2021. In the meantime, I worked on the final electrical inspection, a process which began in July, 2020. We passed that inspection in Oct, 2020. 1 also arranged for the Trustees inspection which we received in the summer of 2020. The biggest delay was the sanitary system, once that was received in Sept. 2021. we went back to the town for the C/O. With sincere apologies for not keeping the Board up to date, I was unfortunately caught off guard by a contractor who had been handing permits and extensions until he walked off the job in the Spring of 2020. This is from the homeowner Thanks Chuck ------Original Message------ From: kimf@southoldtownny.gov To: cwsarchitect@optonline.net Cc: donnaw@southoldtownny.gov Sent:Tuesday, December 28, 20218:30 AM Subject: ZBA#6875 Ariens,433 MacDonald Crossing, Laurel Hi Charles, i We'received your letter of December 21, 2021 requesting an extension for the above subject variances. According to the Town Code and also stated in the August 20, 2015 determination, "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." At this time, the Board members have asked for additional information, i.e.; reasons for the delay (timelines) and have inquired as to why extensions were not requested in a timely manner. Your prompt attention to this matter will be appreciated. Kiri E. Fuentes Board Assistant !Zoning Board of Appeals 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, IVY 11971 2 FOARY MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��F $OUTy 53095 Main Road• P.O. Box 1179 Dantes �!e Southold,NY 11971-0959 Patricia ra Office Location: Eric antes CA Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOI,YCou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 January 12, 2Q22 I 1.1�U Charles W. Southard, Jr. .JAN 1 3 2022 435 Bay Home Road Southold,NY 11971 RE: Appeal#6875, Christopher.Ariens 5) MacDonald Crossing, Laurel SCTM No. 1000445-4-17- Dear Mr. Southard; We received your correspondence dated December 21,2021 requesting an extension of the above . . referenced Zoning Board of Appeals' determination dated August 20, 2015. In your letter"you explain that the project has been completed with all final inspection by'.the Building Department and final approvals from the New York State Department of Environmental Conservation and the Suffolk County Department of Health. You further explain that the Building Department is prepared to issue a Certificate of Occupancy, but.that an extension of Appeal No.6875,which expired on August 20, 2018, is required by this Board. During the Regular Meeting of January 6, 2022, a Resolution was Granted by the ZBA to approve the „ issuance of a Certificate of Occupancy by the Building Department for Christopher Ariens,ZBA Appeal No: 6875, dated August 20, 2015,for subject property located at 433 MacDonald Crossing,Laurel. = SCTM No. 1000-145-4-17. Please contact our office if you have any questions or concerns. I cer y, c eslie K. eisman Chairperson tpF SO(/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 olq'rOU ,� BUILDING DEPART NT �. —P 1 TOWN OF SO OLD November 2, 2018 � N� Christopher Ariens 106 W 116 thSt, Apt 11 B New York NY 10026 Re: 455 Macdonald Rd, Laurel m C7 U� TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: We: See.attached inspectionticket' Electrical Underwriters Certificate' r A fee of$50.00. 7Final Health Department Approval. roval. P / lumbers Solder Certificate. (AM permits involving plumbing after 411184) V Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 43167 — New Dwelling and Hot Tub Charles W. Southard Jr.. Registered Architect 435 Bay Home Road Southold,New York 11971 Phone# (631) 471-5228 cwsarchitect@optonline.net December 21, 2021 RECEWED , Town of Southold Zoning Board of Appeals (DEC 2 2 2021 Southold Town Hall 53095 Main Road P.O. Box 1179 ZONING BOARD OF APPEALS Southold, New York 11971 Re: Christopher Ariens 433 MacDonald Crossing, Laurel, New York Tax map # 1000-145-4-17 Dear Members, This project to demolish and rebuild a single family residence, which was damaged by flood waters was granted approval by your Board on August 20, 2015 ZBA File 6875. The variance requests were for a front yard setback of 20' and a bulkhead setback of 35'. The front yard setback of 20' was approved and a bulkhead setback of 37.77' was approved. This project has been completed, with all final inspections by the Building Department, and final approval by the Department of Environmental Conservation and the Suffolk County Department of Health Services. We requested a Certificate of Occupancy, and were advised that the Zoning Board approval had expired. All work has been completed,therefor we are asking the Zoning Board of Appeals to extend their approval to allow a Certificate of Occupancy to be issued. Please review and advise if additional information is needed. T y9 Charles W out Jr. Registered Architect . �P �� a 4 of Pro ert DRAINP�GE OALOUL4TION5: Charles W. Southard Jr. 5urvey p y ll Lot 10 &' Westerly Half of Lot 41 area Material area run-off coef. Rainfall = volume = V.F. A R G H I T E G T Map of Edgemere Park o Filed -1-2-14131 Map # -142 T$�Of: Building Roofing 2082 sf 10055 =.167 =341.7 cf 435 Bay Home Road ® im a�C Situate R�� ®>�+ 1cfST9LL= TOTAL8' Cs� S Use dta. Rings 42.1 c.f✓v.f. 341.7 c.f./42.1= 8.26 of Southold, New York 11,111 Laurel Towprig-6n of Southoprig-6Fggl'*j6T6iL® "� I WOR qpl � I Use 8'(3) dla. 2' deep leaching pools and (I) 8' dia. x 3' deep = 41 of Phone (b31) 471-522 Suffolk County, New YorkK,®1�1$TALt� ��►oR y rv4sarc-hitec.t@optonline.net Lot Area = 14235.1'7 sq. ft. Ie Co'"'Sf�t� ro G� ADVIDf, r� Lot Area = 14,235.1-1 sq,. ft, to mean high water mark p Vertical Datum Mean Low Water 0.00' s ��A`� Elevations are referenced to N.G.V.D. 14188 'Da m / trioiN a Impervious coverage area = 2082 sq,. ft Building Area Lot surveyed by Michael K. Wicks FICC&455 = 550 sq,. ft gravel driveway Land Surveying June 5, 2014 I ROu�ba��' C I The proposed lot coverage = 2,062 sq. ft./ 14,235 or 14.6 % Site Plans scale I"=30.0' MacDonald rollingTRO I ��� 2 EP+s.l2' b6.o' Troll DF1VVGwArr Rug-Off- 1 LF! DEC 51te Plan 4 Location Plan py 8" traffic' - -, N gid O o w bearing cover 1 61 R=1g' wA ° O DARCL=24 rade +7.5' }1 ��A.Sou; yCQ 2015 i �G^v5 ' y9� -�nary Sys m r, °�� drain.o' atrlevel3' x8' ttom of Leaching +4.322' c lar of clean rc t Ot+lTROLSof rains ' High expected water Level +1.32' sd8gravel EROt0. Shall include but not be limite 1 r e +o.o' D9ZA I NAGE STRUCTURE DETA I L5: p Well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization & °sea Gana l + Seeding of exposed and/or inactive soils. Demolish # Rebulld Wood Frame Residence for s Chris Arlens .... direction of slope 6 ► 2x2 stake � l silt fence ...... 0 Mixed sand Q d loor EI +II. t loam V 2' 6 Pala brown fine sand wa level 5.6 SP 20 brown fl pQ HAI' BALE DETAIL +6.14' -1, 9P DRAINAGE INSPECTIONS ARE REQUIRED + . 2' ter,n Contact TOS Engineering at 765-1560 before 455 MacDonald Grossing. oa bulkheadbrown bog � Backfill, OR Provide Engineer's Certification ' Laurel, New York � 8Pt t- Hater own S.G.T.M. NO. 1000-145-04-I1 ! that the drainage has been installed to Code. y sond 10, Piate I brownI"sons econ c � Dec 1, 2015 _ IT SP APPROVAL OF STORMWATER MANAGE N 0 m Ikhe — m a COiitTR L PLAN - a er 23 -2 r End of test hole n ` w MacDonald Grosstng Mean Hlg ter M TB+b.q' �� tlandg � MacDonald beosclence Date: � '2!a j July.Z,2015 \ ter Mart: Edge d 3' >+ Approves by: o ° Mean High �qb Location N 52d 44' PROPOSED SITE PLAN wood betty\ - Mean Lo... AND BUILDING LCOATI LOCATION PLAN p of I J� l 5urvelJ of Pro ert DRAINA&t GALGULATIONS: Charles W. Southard Jr. J p FIRST FLOOR PLAN Lot 10 -$ Westerly Half of Lot 41 Habitable 'Floor Area = 1552 sq. ft.. area Material area run-off coef. Rainfall = volume = V.F. R G I T G T Map of Edgemere Park Garage Area = 528 sq. ft. Filed '7-2-14131 Map # X42 Deck A ea = '16 7 sQ ft Building Roofing 2082 sf 100% =.16' =54'1.`7 cf 435 Bay Home Road Situate TOTAL Area = 2647 sq. ft. 20% Laurel TOTALS Use 8' dia. Rings ®42.1 c.f/v.f. 347.7 c.fJ42.1= 8.26 of Southold, New York 114'71 Town of Southold j Use (3) 6' dia. 2' deep leaching pools and (1) 8' dia. x 5' deep = q of Phone (651) 471-5228 Suffolk County, New York cwsorchitect@optonline.net _ Lot Area = 14,235.1'7 sq,. ft. Lot Area = 14,235.1'7 sq. ft. to mean high water mark Vertical Datum Mean Low Water 0.00' Elevations are referenced to N.G.V.D. 1488 Datum Impervious coverage area = 2082 sq. ft Building Area Lot Surveyed by Michael K. Wicks 880 sq. ft gravel driveway Deck Area = '16'1 sq,. ft. Land Surveying June 5, 2014 Site PLons scale 1"=50.0' M060onold GrOSSIM3 The proposed lot coverage = 2,84"7 sq. ft./ 14,255 or20.0 % EP+4.o�' do EP+5:12' 68.0' Site Plan 8 Location Plan �y N Sid OT 00" E n W 6"traffic s sa ® bearing cover R=15' o o O L=24 grade +7.5' wy Pipe. �E.D ARC nitary Sys m tr► = fro roof drain �� .o IN wat r level � SQtJTy9 F� m of (1) 5'x8, = B ttom of Leaching +4.32' 2' c lar of clean Q �c� a _ High acted Water Level +1.32' s d 8 gravel44.1111 U : e +o.o' DRAINAGE 51RUOTURE DETAILS: sTq� 02 �o it it 1 posed bora 1 +60. Demolis Rebuild Wood Frame Residence for 2 s Chris Arians x direction of slope 6 1 s 2x2 stake EI: +5.12 silt fence 6 ...... ��I O 0 osed loot EI +II. I Mixed sand Q I p d foam 014a' 13 � �I' Pale brown fine sand ,ate. level 5,5 SP 1.32 S Water in pale { HAY BALE DETA I I T5+11.66' brown fine san SI' _ 2' Y ter in od:bulkhead L brown bog 455 MacDonald Grossing 8, pt Laurel,New York w silty r in brown S.G.T.M. NO. 1000-145-04-11 Water in pale '� v a brown fine sand econ c _ Dec-I, 2015 IT sP o ® June 21, 2016 m ' r End of test hole i s ter M T8+6,41 MacDonald Geosclence j MacDonald Grossing Mean H►g dg 5_ Edg°°d t July�1,2015 0 o a — Mean High ter Mark N 3 N 52d 44' 11° 525, a v Location PROPOSED 5I TE ;PLAN 13 wood Jetty Mean LOA grater M AND BU I.LD I NG LOGATI ON LOCATION PLAN P of 1 Survey of Property Top of f=loor + 11.0' Charles W. 5outhard Jr. finished cov®r 9raae +10.0' Top of wall Lot 10 & Westerl Half of Lot g - +q•5 y Top SoSwall = rade +a.o' A R G H I T E G T Map of Edgemere Park t Inv.B - + Filed 7-2-Ig31 Map # 742 = - flow une _ I oo, 435 Bay Home Road Situate Top 8051rad 10,-0„ _ - - _ __� liquid Southold, New York IIa71 Laurel _, , 4: 461 - gallons _, Phone (63U 471-5228 Town of 5outhoid +5� liquid Suffolk County, New York = Bottom of Leaching +432' 4'dia cross over cwsorchitect@optonline.net coarse _, Bottom 332 Bottom of foot) -Lot Area = 14;235.17 sq,. ft. Bottom of footin � pipes S"above bottom � +4.0' � Vertical. Datum Mean Low Water 0.00' + 4.0' g Highest expected Water Level +132' clean soars®sand water Level +102 - Elevations are referenced to N.6.V.D. Ig88 Datum NOTES: ' Lot 5urveyed by Michael K. Wicks 1. NOTES: Land Surveying June 5, 2014, I. Minimum leaching system for (4) bedrooms of 300 sq. ft of y 9 I. Septic Tank for (4) bedroom is 1000 gallons Site Plans scale I"=30.0' Macponold Grossing sidewall area (5) pools of 3' deep x 8' dia. 8' long x 4'-3" wide x 4'45" liquid depth EP+4.07' 2.Leaching pools are to be of reinforced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or slabs 3. 5" wall thickness 6" to and 4" bottom Site Plan 4 Locatlon Plan 20 EP+5.12' „ 6 0' 3. All covers shall be reinforced recast concrete all reinforced for 300 sf H Sia 07'00"E + 'o . W p 4. Seal all Joints watertight Inv4. Maintain 10' between leaching pools and water line a=1S' o i o 5. Install septic tank level on a 3" bed of compacted L=24 r 5. Maintain 8' between septic tank and leaching pools sand or pea gravel 0 ARey� +8O o m & There are no wells within 150' of property lines 6. Maintain 10' between septi nk and house Gn���a sovTy T��� m nitory sus + 7. Approximately 150 ray of coarse stand or pea gravel fill as m o' o a a n Sanitaru Profile „�y} u 6 i�u scale 1/4" = 1'-Oil X - finished grade " MacDonald Grossing 4 _ , „ r e +O.O' O Mixed sand 8 loam — = o t osed Garo 1 +00, 2' 1 — v Location Pale brown Demolish-i Rebuild Wood fine sand - Frame Residence for s 3.6 sP 1,32 - Water to pale o x e s,y Chris Ariens brown fine sand eleon =ao►,d�i % E LOCATION PLAN 6 SP w r level gravel kfill OAC aNoter i" waterproofing REINFORCING BAR 50HEDULE .� brown bog 8' 12" of gravel KEY KEBAB 51ZE REBAR SPACING Water in brown finished grade Q silty sand backfill sed loot FI +I I. 10 , --------- #5 12"O.G. water In polo �^` "' d 4 12" o.G. brown Ptne sand I -gravel bac ill SID r_ E © #4 18"O.G. TB+17.66' End of test holeI ® #4 12"O.G. +8.14' MacDonald boosalen" ` i I + . 2' .lily 7,2015 — = ® #4 12"O.G. 455 MacDonald Grossing '� FIRST FLOOR PLAN od bulkhead RETAINING WALL a i Laurel, New York S Habitable Floor Area = 1552 sq,. ft. not t, ,le S.G.T.M. NO. 1000-145-04-17 w Garage Area = 528 sqq, Ft. " a ;r5+6•e' Deck Area = 767 so. ft _ TOTAL Area = 2847 sq,. ft. = 20% Lot Area = 14,235.17 sq,. ft. to mean high water mark Jul 17, 2015 F Impervious coverage area = 2082 sq. ft Building Area y o ikhe d '_ PROPOSED SITE PLAN Aug 25, 2015 a f '-" The proposed osed lot Covera e 2 47 s ft./ 14,235 or 20.00 3b Sept L, 2015 Mean HiS ter Mar TB+6.a' AND BU I LD I NCS LOCATION p p g = q' Jan 20 2016 Mean High ter Mark g46d 3' t� DRAINAGE CALCULATIONS:ONS: __ 881 sq. ft gravel driveway June 21, 2016 — I x 5aa 44' 11' E K 3a�S area Material area run-off Goef. Rainfall = volume = V.F. 43.75' wood betty Building Roofing 2062 of 100% =.167 =54-7.1 cf Mean Low Plater M TOTALS Use 8' dia. Rings o42.I c.f./ v.f. 347.7 c.f./42.1= 8.26 of Use (3) 6' dia. 2' deep leaching pools and (1) 8' dia. x 3' deep = of of Of I Top of Floor+ 11.01 Charles W. 5outhord Jr. Survey of Property finished * cover grade +10.0' Top of wall G N I T O T +9.5 Lot 10 t Westerly Half of Lot q Top of wall grade +9.0' i _ + - Map of Edgemere Park +85 In�, 435 Bay Home Road Piled 7-2-1-131 Map # 742 t Inv.B Plow line Top, grad 17Southold, New York IIg71 Situate +8.0 II liquid Laurel PI 1 vel o gallons _ Phone (631) 471-5228 Town of Southold +5. liquid Suffolk Count Naw York Bottom of Leachin +4.32' ! cwsarchitect@optonline net y� g coarse d 4 dia cross Over Bottom 3.32' Bottom of footing Lot Area = 14,235.17 sq. ft. + pipes 8" above bottom y a i3ottom of footing Highest expected Water Level +132' p glean coarse sand Water Level +1.32' N +4.0 Vertical Datum Mean Low Water 0.00' + 4.o' Elevations are referenced to N.G.V.D. 11188 Datum [ NOTES: Lot surveyed by Michael K. Wicks NOTES: Land Surveying June 5, 2014 I. Minimum leaching system For (4) bedrooms of 300 sq. ft of I. Septic Tank for (4) bedroom is 1000 gallons Site PLans scale I"=30.01 MacDonald Grossing sidewall area (5) pools of 3' deeplx 8' dia. 8' long x 4'-5" wide x 4'-6" liquid depth EP+4.OT 2.Leaching pools are to be of reinforced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or slabs 3. 3" wall thickness, b" to and 4" bottom Site Plan 4 Location Plan 20 EP+S.Iz' be.°I B. All covers shall be reinforced recast concrete all reinforced for 300 psf �y N 51d OT' 00"E A lu p 1 4. Seal all Joints watertight R=15' test�ol 4. Maintain 10' between leaching pools and water line 5. Install septic tank level on a 5" bed of compacted f1.����`'�'`y, L=24. `x' 5. Maintain V between septic tank and leaching pools sand or pea gravel c, r�1 ,Sw .ao a 6. There are no wells within 150' of property lines 6. Maintain 10' between septi nk and house rV r `� 4 .A nitory Sys m m 7. Approximately 150'e-9 of coarse s�nd or pea gravel fill 14 .01 g. ®con c v Sanitoru Profile l finished grade scale 1/4" 1'-0" .�, m MacDonald Grossing i O i 6 iv iv r e +o.o' - EI. +5.12 �i,�1�3;rqljzWrT ° o i g 4 ' e Location r posed bora I +8 ft, 1F m�, o 3r� Mm a Demolish 4 Rebuild Wood 4 to sand 11 ''i ,, illi Frame Residence for a - 2' rE i 411.I I P w Chris Ariens Pale brown clean and=` m 6 gg sP sand i ate 2 level grovel b kfill!il LOCATION 'LO�+N 0 Water In pale 0.r brown fine sand waterproofing REINFORCING BAR SCHEDULE 5P 6 12"of gravel KEY REBAR SIZE RESAR 5PAGIN6 Notar in finished grade osod lour EI +11. brown bog backfill _ ® p 5 12"OZ. Q8' Pt i �• fiic can fan,u,nd 6 Water- In brown 331:; a 4 12"O.G. v = silty sand li[g ravel ill E ®10, q 4 18" o.G. o Water in ST5+11.66 brown fine s!eand �'I��J�il�.:li � #4 12"O:G. SIP IT ® a 4 12"O.G. _ I; End of test hole 455 MacDonald Grossing V; od bulkhead _ { MacDonald Geosclence ,; RETAINING WALL a Laurel New York I E ;luly 7,2015 j` not to s-ale 5.C.T.M. NO. 1000-145-04-17 r 1 p I i rTB+6.8' }I Lot Area = 14,235.17 s ft. to mean t.h water mark PROPOSED SITE PLAN a' F g July 17, 2015 z Impervious coverage area 208 -. ft Budding Area ood hulkhe - L _ Raised w a g 25, 2015 d' AND BUILDING L06!AT I ON Se t l 2, Mean ri g►� t®r Mar i B a r .. ` dg '= In i The proposed lot coverage B,U00 s . ft! 14,23 2 an 20, '0 ®of tion DRAINAGE OALOULATIONS: = 88l sq. ft gravel dri. ter Mark �g E eon High N qbd'�', N 52a 44' li"a s22s area Material area run-off coef. Rainfall = volume V.F. N lY }r_-; - �>it 4_,, l r �;i-�1 ,� r:'._ �� � Hood Butlding Roofing 2082 sf 1004b -.16'1 =34"1."1 cf SPP: 0i. C.. �,_.; ,'[�:I TEE � V Mean t_ow Water M ii �i�ti j �; I�;l :i j i;.j 0s- ���----- TOTALS Use?5' dia. Rings o@42.1 c.f./ v.f. 347.7 c.f./42.1= 8.26 of , a Use: (3) 8' dia. 2' deep leaching pools and (1) 8' dia. x 3' deep = q of Of I PEP TE i' i Charles K Southard Jr. Survey ®f Property PROPOSED 51 TE PLAN Lot 10 4 Westerly Half of Lot ci AND E I LD I NO LOGAT I ON R G H I T E G T Map of 5d9emere Park 435 Bay Home Road Piled 7-2-Ic131 Map # 742 Lot Area = 14,235.17 5(::L. ft. to mean high water mark Situate Impervious coverage area = ft Building Area Southold, New York IIQ71 Laurel Pervious coverage area = 9=*5Raised wood decks Phone (631) 471-5228 Town of Southold Suffolk County, New York = 8-1-1 sq,. ft gravel drivewa y.. cwsarchitect@optonIine.ne Lot Area = 14,255.17 scL. ft. The proposed lot coverage = 2,082 sq. ft./ 14,235 or 14.6 9b \/ertical Datum Mean Low Water 0.00' MocDonaid Grossing e'��' Lot Surveyed by Michael K. Wicks 5 1d O T' oo' E 68.0' Land Surveying June 5, 2014in N 5 Site PLons scale I"=30.0' g L=24. 9' N O MaGDonold Gros5in i'7in EP+4.0 ' y. n Site Flan 4 Location Plan EP+5.12' �, 68.0 EI. +5.12 oxim to locatl K 51d O1' Oo" E +5.0� w ` p N L +6.02: In a Mixed sand E f 5anitar Sys m �C T A Hi R=15' L +�.0� 2 G ¢{GO Ol)T s loam m O (sting Fra a L=24. 9' a arage t<r q9 Pale brown w L +8.0 y O fine sand t 372 sq. ft. za s Ci <C/Co fiq L >t 5anita m w 6 +1+ (11 3.8 5P wa level �[ de +9.7' a J to Water In pale g w brown fine sand 6 + E o 5P .a4 T Q to 1 Victor In brown bog 6� 6 8' Pt 1I3� 12.10 _ rad +1 .T Water In brown cV cV � silty sand M o osed Gara 1 +8 0' lo' Demolish Rebuild Wood In Water In pale o f=rame Residence for brown fine sand 0� Existing Frame Reside IT 5P -0 FF +9.0 Chris Ariens - -- End of test hole 6 Habit ble Floor Are = 1943 sq. fA6� 6 MacDonald bI� eosclence _ O Deck Area = 430 s . ft. y o a JU19 rte' n —{ – A RECEIVED " MAMW AUG Y 2 2015 ,8.166' ' 8.14' O Pr sed loor EI +ll. REVIEWED BY BA 4-ro + .-12,- ZONING BOARD Or APPEALS p q 5 I SEE DE ISION ## �7 10 4e oo AT E D 00 / 011` + 2' 1 m 6 455 MacDonald Grossing Laurel, New York oci bulkhead m IN Ikhead 1 econic a vin 5.0.T.M. NO. 1000-145-04-17 w -rB+6.v' ter Mark „ E N O ° Mean High VVra N 466 3i, 46 July 17, 2015 a: L m MacDonald Grossing25 N 526 44'-lu II" E 32 AUgUSt 12, 2015 m o Ikhe ° 43."(5' � ° Moon Hig ter Mar 773+6.9' bE ISTING SITE PLAN OGonds O e LatIOn — of O m J Lot ea = 14,235.17 sq. ft. to mean high water. mark E O 6 Mean High ter N bbd 321' Mark '� 2Imper us coverage area = 2315 sq. ft Building Area t4 526 44' 11" E 3 5 ImpervI s coverage area = 430 sq.ft Raised wood decks Pervious coverage area = = 1022 sq,. ft gravel driveway /� breat Peconla Bay wood betty LOGATI ON PLAN The existing lot coverage = 2,745 sq,. FtJ 14235 or-19.3 % M_�_�f I _ i of I 4 E-X ICT • ` Survey of Property FOR SANITARY R,3Ti-M i MH RE- Top of Floor + 11.0' Charles W. Southard Jr. �EPARTME T finished Bv �T�i ! cover grade +10.0' Top of wall Lot 10 4 Westerly Half of Lot 01 Top of wall grade +q.0' + +95 A R O H I T E G T Map of Edgemere Park +85' Inv Inv.B f .00' 435 Bay Home f'oa d Filed C7-2-14151C7-2-14151 Map # 742 Top of grad io'-0• low line I" Situate +8.o Southold, New York 114171 Laurel liquid o 9alla►�s - e 11-5228 (631) 4" Town of Southold PI I vel - + 5. Iigytd Phone, Suffolk County, New York Bottom of Leaching +4.32' - coarse d 4' dia cross over cwsarrhitect@optonline.net pipes S" above bottom Lot Area = 14,235.17 Bottom 3.32 Bottom of footing sq. ft. Bottom of footing Highest expected Water Level +1.32' clean coarse sand Water Level +1.32 n +4.0 Vertical Datum Mean Low Water 0.00' + 4.0' Elevations are referenced to N.G.V.D. I1188 Datum NOTES: Lot Surveyed by Michael K. Wicks NOTES: I. Min(mum leaching system for (4) bedrooms of 300 sq,. ft of Land Surveying June 5, 2014 I. Septic Tank for (4) bedroom is 1000 gallons Site PLans scale 1"=30.0' Macflonald Crossing sidewall area (5) pools of 3' deep x 8' dia. 8' long x 4'-3" wide x 4'-6" liquid depth • EP+4.0'f 2.1-eaching pools are to be of reinforced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or'slabs 3. 3" wall thickness, 6" top and 4" bottom Site Plan 4 Location Plan 2� EP+5.12' T 6e.o' 3. All covers shall be reinforced recast concrete all reinforced for 300 sf �y K 51d 0T oo" e A w4 Seal all Joints watertight 4 m 4. Maintain 10' between leaching pools and water line RCHI7E0 Ins tic tank level on a 3" bed of compacted QVTHgA T =24 5. Maintain 8' between septic tank and leaching pools sand or pea I 5 '8O v 6. There are no wells within 150' of property Imes 6. Maintain 10' piwe n septl nk and house 4 1.� -51 m Q n tom, co co �, . N4 tx ® 0 I nitary m .a q � m 7. Approximately 150 cy of coarse sand or pea gravel fill , � � �; �`, a: M, 1® ® f1%k v 4 m 'O o°i u� Iy O a l� a 5anitaru Profile U Q O 3 _ finished grade t " " r scale 1/4" = I'-O" O-" - �? ` m MacDonald Grossing T T ,. O Ca F" V ® _ r e +O.O' =I I II-III=1 I I I &t• o a '� ' � •1 "= f- LI=1 I I-III=1 i I I p !r {;:5 u, , n n El. +5.12 I-ITr-ITi=-lit=T I I �-. tat r� � i o 0 0 a III=111=111-111=11 c� a Location osed tiara 1 +60' -1il�lir1i1=111=1 c.> c�; -3 a Demolish 8 Rebuild Wood 0 .9 �i o II-111-III- III Q � � - i o d nd 1i1=111=1i1111_SII !` � ``� P f=rame Residence for am 2' IIIII(III1T1111111 1 �� - .r p�, IIIIIIIII-11 Lv ,�+, �' eay Chris Ariens © q: Pale brown ale nd andl :9fine sand 11 Leh LOCATION PLAN Ix wa level '_' co L" lL Ui 5 3.8 �' 1.32 gravel kfill�lll � �, c M , water in pale =111 QJ J % -z %) ..� REINFORCING BAR SCHEDULE _ < _ brown fine sand waterprpofing E-. 7' BP LOLg 12" of gravel KEY REBAR SIZE REBAR SPACING, he !r a [� ter in backfill s,PaP� �•dt� RECEIVED osed loor EI +II. brown bog __ - __ ® #5 12" O.G. iL 8' I1=1II�,e .s , W a Hater sand own III- ravel bac III ® Q 12" O.G. CL 11-1�g silty 1 I�-1 I I-III-III-III g�s ., ® Ld lo' 11-8_I=111=III=III= -e © #4 181' O.G. I-111=111-I TB+-1.66' bbrropinr fine sand 111111111 1111111- I ® #4 12" O.G. SUFE,CO. HEALTH�hSERACES . 2' IT' 5P I I-III 1= ® #4 12" O.G. OFF!'C� iG Tt �3,�. '�I►., CT i\ End of test hole 455 MacDonald Grossing > oa bulkhead MacDonald 6eosaienoe RETAINING AALL £ Laurel, New York .k,1y-r,tots not to scale w _ S.C.T.M. NO. 1000-145-04-17 p iTB+6.8' Lot Area = 14,235.17 scL. ft. to mean high water mark _ PROP05ED 51 TE ;PLAN Impervious coverage area = 2082 sggft Building Area July 17, 2015 M o lkhe d 9 Y Pervious coverage, area = 4143 s ft Raised wood decks Aug 25, 2015 N r „n AND BUILDING LQ•, PATI ON g �' Sept 1, 2015 Mean Hlg ter Mar TB+b.q' of t�a^d9 The proposed lot coverage = 2,082 sq ft./ 14,235 or 14.6 % = Mean H►gh Ilterr Mork edge .32�'� DRAINAGE OALOUL'ATIONS: = 12041 sq,. ft gravel driveway x sed 44 area Material area run-off coef. Rainfall = volume = V.F. 431 5' 2082 sf 100 =.16'1 =34'1."1 cf wood etty Building Roofing �l�a'lf�c F.©-feels 97rs a an Low Water M S,,,�.,,��;�,gv^4P TOTALS Use 8' dia. Rings X42.1 c.f./ v.f. 347.7 c.f./42.1= 8.26 of COM fo ;� r f=4 , -... ,U -s a to i of I C Opt �T?.8 4�dc evart e-t=-:s:;g. n L�S'3 Use (3) 8 dia. 2 deep leaching pools and (1) 8 dia. x 3 deep = q of Meted Komi a it uu . AN rz �0 O STAKING FOR NEW HOUSE j LOT 10 & P 0 LOT 9 MAP OF EDGEMERA PARK \ FILE No. 742 FILED JULY 2, 1931 SITUATE LAUREL TOWN OF SOUTHOLD ry"p ��°�� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 145-04- 17 �° SCALE 1 "=20' °,PC$ JULY 8, 2016 AUGUST 19, 2016 SURVEY UNDER CONSTRUCTION 01 ,o• /I NOTES: 1. ELEVATIONSEXISTNG ARE EVATIONSNCED TO ARE SHOWN THUS 988 DATUM 5,p F.FL.— FIRST FLOOR 07 0 y *0-P, \ 0 \ OF GS ?� \ •S. \ \ 19 P EDCO CE'q�(Ep THE MINIMUM t>> \ ABLISHED 8Y C E �IR9y RK D ADOPTSLAND (11101 nos 30 mos N.Y.S. Lic. No. 50467 yyy UNAUTHORIZED ALTERATION OR ADDITION �— �l�Z ��� /a To THIS sumlEY Is A VIOLATION YO of (\.J, SECTION 7209 OF THE NEW YORK STATE ■ EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOWS INi SEAL OR EMBOSSED SEAL NOTOBE CONSDERED TO BE A VAIJD TRUERUE COPY. OPY. Land Surveyor CA NS INDICATED HEREON SHALL RUN ONLY TH ONLY TO THE PERSON FOR WHOM THE SURVEY I ^/� IS PREPARED,AND ON HIS BEHALF TO THE Successor To: JStanleyoseph J. Isaksen,L.S.L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno 5 LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Constriction Layout TUTION..CEIMFICA71ONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ESQ q3, )� 5urveu Of Property ��� � NOTES: -- ��--�--� Charles N. Southard Jr. J p J SUFFOLK COUNTY DEPART HENT OF HEALTH SERVICES Lot 10 4 westerly Half of Lot q 2021 I. septic Tank is 1000 gallons Map of Edgemere Park OCT 1 8' long x 4'-3" wide x 4'-6" liquid depth APPROVAL O�`E F,N-TRUCTED WORKS FOR A R G H I TEG T A SIi�Gt.E iw.�� t_Y RESII?ENCS Filed 'i-2-14131 Map # -742 2. Leaching system Is 300 sq,. ft of sidewall area 435 Bay Home Road Situate ;I iVtCES [Date ��u o fl 2.12 .�,. Lq w:.j.I�.�. „�0-( 5 "0053 Laurel SUFF.CO. HEN _ (5) pools of 3' deep x 8' Clio. Southold, New York 1141 1 Town of Southold OFFICE OF"'J``'-'T=`° a°`"� AOT. 5. There are no wells within 150' of prop6,rty lines The sewage disposal art;•.,ate;svpr�;y fac,>;ities at triis location have been Phone (631) 4'71-5228 Inspected and/or carmed by this Department Cr oder agencies and found to cwsore hitect@Opton l ine.net Suffolk County, New York be satisfactory FORXIMU �� QEDROOMS. Lot Area = 14,235.1? sq,. ft. Vertical Datum Mean Low water 0.001 Elevations are referenced to N.G.V.D. 14188 Datum r;�i �tle Lot Surveyed by Michael K. wicks peer, PE., Chief Land Surveying June 5, 2014 wept Site PI-ons scale 1"=30.0' Grossing MacDonald EP+4.01, yo eP+5.12' ra.o' 51te Plan 4 Location Plan NSlao,' oo"e w R=15' test holk L=24. a' water ter V 14'-3" 4' septic tank N _ m 4'-0" 23'-111 Leaching I 7'-6" 151-0"' Leaching 2 5GDH5 /A5-BUILT d 32'-0" 22'-811' Leaching 3 RIO-15-0055 ° 34'-II" 18'-2" L®aching 4 EI. +5.12 25'-a"' Leaching 5 0 Kxod sand 10/1/2021 underground retainin all 2' + loan, q Palo brown Demolish & Rebuild Wood u-1 electric servlce Pine sand via level f=rame Residence for r a no 3.8 SI' 1.32 ® victor in pale Chris Ariens brown Ptne e 9P a as In (2) tory Residence � Leap g 5 vic12-ownwn'bER o ��STFO s' Pt g Q PEES W Sp�'A0 victor in brownGy L achin silty sand U� -A p ea hing lo' CUD) p 6 alo ro I �n bbrrown Pine band R, C 11 E 11' SP ��® 0 e chi I � End of test hole /V O TB+1.66 - MacDonald 6eosclence thing 2 ® NOV 0 8 2021 July 1,2015 BUILDING DEPT ' 455 MacDonald Cr sling od bulkhead TOWN OF SOUTHOLD Laurel, New York w s ptic tank S.G.T.M. NO. 1000-145-04-I1 Tt3+6.8' 0 "on c v y i— 6 0 Ikhe r T _ n MacDonald crossing April 15, 2021 ter M `� o a Moan Hi �9® 0t hands ® I `o July 14, 2021 Son Mean High yycter Mark d 3 a0 Location Aug 16, ® 2021 I N 52d 44' II" 1- N 52�, 5AN I T,ARY PLAN 5e t 15, 2021 wood betty 48.'75' S,AN I TORY PLAN " - oct� I, 2021 seal® I - 15.0 Mean Low `"air M AND BUILDING LOGAT i ON LOCATION PLP�N� scale I" = 30.0' . of I DDNew York State Insurance Fundd RF-CF-0V[ED Workers'C`bmpensation S, Disability: Benefits Specialists Since 1914 JUN 2 4 2416 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INS GU s® FA ^^^^ 550923293GEORGE GORDON � �.• DBA NORTH FORK RENOVATIONS ®1 PO BOX 339 e. JAMESPORT NY 11947 �R—,.*• . Scan to Validate POLICYHOLDER CERTIFICATE HOLDER GEORGE GORDON TOWN OF SOUTHOLD DBA NORTH FORK RENOVATIONS 54375 RTE 25 PO BOX 339 SOUTHOLD NY 11971 JAMESPORT NY 11947 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12373860-2 502424 10/16/2015 TO 10/16/2016 6/23/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2373 860-2 UNTIL 10/16/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. - IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/16/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR.INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://�vww.nysif.com/cert/certva[.asp or by calling(888)875-5790 VALIDATION NUMBER: 384023438 U-26.3 ACC�i�C�� CERTIFICATE OF LIABILITY INSURANCE FGAE(MM/DDIYYYY) 06/23/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE OV CIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN -�(-E I t(o�, ) ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorse UBROGATION IS WAIVED, e t to the terms and conditions of the policy,certain policies may require an endorsement. A statement on irtific�fq, CC dogs4otfflj er ri o the certificate holder in lieu of such endorsement(s). ,,JJ ��UU�Iaa PRODUCER CONTACT _NAME..-. BRAZIER AGENCY i�rc H631_281-1700 'FAX 81-0160 _._ 1490 MONTAUK MNY E-MAIL s.BRAZIERTOM@AOL ADDRESS OR CITY, STATE ZIP _ ���� � _ INSURER(S�AFFORDIN OV G NAICH _ MASTIC, NY 11950 INSURER A:MAIN STREET AMERICA ASSURANCE CO INSURED GEORGE GORDON -INSURER e:STATE INSURANCE FUND DBA NORTH FORK RENOVATION INSURER C_SHELTERPOINT i PO BOX 339 INSURER D: t JAMESPORT NY 11947 INSURERE:.,_—��_—___-_—_,_ INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR'CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ,ADOLSUBR �. POLICY EFF I POLICY EXP LTR' TYPE OF INSURANCE IN POLICY NUMBER i MMIDDIYYYY PAMIDD/YYYY I LIMITS A X 'COMMERCIAL GENERAL LIABILITY 2 X MPU2040J j11/26/201411/26J2015` EACH OCCURRENCE 15SOQ,O�O_. TTENTPY CLAIMS-MADE i X oecuR i bri awlG _ ._.i -- --- I I �?!34 ! S1a on�1_-_'S 500,000 j { I MED EXP(Any one person)_- S—_ 10,000_ I PERSONAL&ADVINJURY S ,, 500,000. —_ GEN'L AGGREGATE LIMIT APPLIES PER: I i i GENERAL AGGREGATE I_S 1 000 000 ry PRO I I PRODUCTS'-COMPIOP AGG I S 1,000,000 POLICY; ..;JECT ..�. LOC .__ _. ._ I OTHER: i I i $ AUTOMOBILE LIABILITY I I CO:4BINED SINGLE LIMIT S _ } I r-(E�a--a-cc.dentl �--- --• _ ANY AUTO BODILY 114JURY(Per person) I S i i i I 1 .. .. _. ALL OWNED r :SCHEDULED ! I ! I BODILY INJURY(Per accident) S _ AUTOS i (AUTOS r ,NON-OWNED I I i ; f PROPERTY DAMAGE =S _ HIRED AUTOS i I _...!AUTOS I ; i ,LPer-Asnj,-._.__....__-- .. i UMBRELLA LIAR ' _ a OCCUR } I I I EACH OCCURRENCEI s `— — EXCESS LIAB j i CLAIMS-MAOEI I AGGREGATE — _S DED (RETENTION S — WORKERS COMPENSATION +23738602 !10/16/201 tJ 1.10/16/2D16: TAT;ITE _—i91H AND EMPLOYERS'LIABILITY Y.1 N i r 1 '-" 'ANY PROPRIETORIPARTNERIEXECUTIVEI / a E.L.EACH ACCIDENT S 100,000 OFFICERRAENBERERCLUDE07 �;N A '.(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE,S 100,000 If M.describe under _ ... .. _.... ........._... i DESCRIPTION OF OPERATIONS below € I E-L.DISEASE-POLICY LIMIT S 500,000 C DISABILITY D474090 -10/1612015 10/16/20161 STATUTORY LIMITS APPLY. I I 1 I I DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more space is required) CARPENTRY INTERIOR CERTIFICATE HOLDER IS ALSO LISTED AS ADDITIONAL INSURED AS PER CONTRACT. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 54375 RTE 25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE 071988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and loco are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE FDATE(MMtDDIYYYY) L.r 06/23/2016 THIS CtkTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THEO)))V WrEm IC CIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN I ED REPRESENTATIVE OR PRODUCER,,-AND THE CERTIFICATE HOLDER. MY I IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorse UBROGATION IS WAIVED, sbjelt to the terms and conditions of the policy,certain policies may require an endorsement. A statement onI rtifi%-Ndc2s 4 blot,dj?r rigo the certificate holder in lieu of such endorsement(s). aaJJUU LU PRODUCER CONTACT NAME>__...., ._..,._ ...... _..,__.._..,. .... _.__._,.. _ _....._..__ BRAZIER AGENCY _itila°NREe.Easl 631-281-1700 FAx 81 0160 1490 MONTAUK HWY E MAIL — m� �._. AoDREssBRAZIERTOM(u�ACJL_C M.OF SOUTHOI� _ ADDRESS OR CITY, STATE ZIP — INSURER�S�AFFORDIN 0 G 1 NAICN _ lC NY 11950 INSURERA:MAIN STREET AMERICA ASSURANCE CO -- MASTIC, _..-------- INSURED GEORGE GORDON INSURER B:STATE INSURANCE FUND DBA NORTH FORK RENOVATION INSURER C:SHELTERPOINT PO BOX 339 INSURER 0: JAMESPORTNY 11947 INSURERS: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I SA -..- ,.--..-TYPEOF INSURANCE _. .._......._W___. ....__..._.,...-.__�,__..._.__—....__. mm POLICY-EFF POLICY INSR .ADDL$U842' LTR` POLICY NUh1BER I MMiOD YYY MMIDDIY YY I LIMITS A X COMMERCIAL GENERAL LIABILITY I X j �MPU2040J X11/26/201411/26/20151 EACH OCCURRENCE _J_s._ 5OOy000 p j I DAMAGI TO REN fED I I CLAIMS-MADE X I OCCURC PR MIS eS,,l �or�C�rrence} 5 500,000 ! 1I MEDEXP(Any one person) $ 101000 PERSONALBADVINJURY 5 5OO OOO I I I GEN'L AGGREGATE LIMIT APPLIES PER: ( ' I GENERAL AGGREGATE 5, _.1000=000 -._� PRO. I— i II ` 3 I POLICY 1. i}ECT L-.._.J LOC I PRODUCTS-COMPIOP__GG $ 1,000,000 i I I-- — $ ._._.- 3 OTHER: I I I I -�f-�__ AUTOMOBILE LIABILITY I I 3 ! COMBINED SINGLE LIMIT $ ANY AUTO P I BOD3LY INJURY(Per person) 1 5 ._-._..... ALL OWNED I�I ...�SCHEDULED i 11 IF-- ._.._��. —. .._ -�...— AUTOS L-�J AUTOS' I 1 BODILY INJURY(Per accident) 5 F NON-OWNED I { PROPERTY DAMAGE $ HIRED AUTOS j..__{AUTOS I I Par?oc.dent ..... ........... }..., _. I_... I I I 1 1 I$ UMBRELLA LIAR I J OCCUR 1 EACH OCCURRENCE I $ EXCESS LI AB I CLAIMS-MADE& AGGREGATE 3 — DED —I RETENTION$ f I I I -WORKERS COMPENSATION �` I PER (0TH e 123738602 110/16/2015110/16/2016 5'�UTE I ER _... ;AND EMPLOYERS'LIABILITY YIN - ANYPROPRIEIORFPARTNERIEXECUTIVE + I E.L EACH ACCIDENT $m 100,000 OFFICER/MEMBER EXCLUDED? NIA _.� (Mandatory In NH) j El DISEASE-EA EMPLOYEE'$ 100,000 It yes.atony in under I;--- -._._._.� __.... ...__-._.._._ __._.._.. descr I DESCRIPTION OF OPERATIONS below i ( 1 E.L.DISEASE-POLICY LIMIT 1, $ 500,000 C DISABILITY I D474090 A0/16/2015110/16/2016 STATUTORY LIMITS APPLY, k f + I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CARPENTRY INTERIOR CERTIFICATE HOLDER IS ALSO LISTED AS ADDITIONAL INSURED AS PER CONTRACT. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS, 54375 RTE 25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25!20141011 The ACORD name and loco are realstered marks of ACORD CC�COMC� " New York State Insurance Fund o DD ++�� G Workers'Compensation & Disahility Benefits Specialists Since 1914 JUN 4 2096 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSu !�Ej� MCTDM- �SOUTHOLD R). ^"^^^" 550923293 r GEORGE GORDON DBA NORTH FORK RENOVATIONS PO BOX 339 +• JAMESPORT NY 11947 Q� , Scan to Validate POLICYHOLDER CERTIFICATE HOLDER GEORGE GORDON TOWN OF SOUTHOLD DBA NORTH FORK RENOVATIONS 54375 RTE 25 PO BOX 339 SOUTHOLD NY 11971 JAMESPORT NY 11947 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12373860-2 502424 10/16/2015 TO 10/16/2016 6/23/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2373 860-2 UNTIL 10/16/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 10/16/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE, NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION, THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND C� DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888)875-5790 VALIDATION NUMBER: 384023438 U-26.3 REScheck Software Version 4.6.2 Compliance Certificate Project Ariens Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,034 ft2 Glazing Area 23% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 455 Mac Donald Crossing Charles Southard Laurel, NY 11948 CWS Architect 435 Bay Home Road Southold, NY 11971 631.471.5228 cwsarchitect@optonline.net 0 • • UA traderoff Compliance: 0.2%Better Than Code Maximum UA: 410 Your UA: 409 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. Envelope Assemblies Assembly Gross r Area Cavity Cont. U-Factor UA Periffieter Ceiling 1: Cathedral Ceiling 1,263 30.0 0.0 0.034 43 Ceiling 2: Flat Ceiling or Scissor Truss 220 30.0 0.0 0.035 8 Wall 1:Wood Frame, 16" o.c. 3,042 19.0 2.0 0.053 124 Window 1:Wood Frame:Double Pane with Low-E 190 0.330 63 Door 1: Glass 0.330 171 Compliance Statement: The proposed building design describelbuilds isten it the ding plans,specifications,and other calculations submitted with the permit application.The propo e i o meet the 2010 New York Energy Conserv Io�Co struction Co e r q ' e ents in RESc ck V ro m the mandatory requirements listed in the RE heck n p tion Che If Name- ' Signa Date �G ECT u�d�dby .R NV O Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Pagel of 6 rescheck.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 , ;Exposed foundation insulation ;❑Complies ,Requirement will be met. [FO11]2 protection. ❑Does Not i I❑Not Observable' :,[]Not Applicable 403.8 ;Snow melt controls. ;❑Complies [F012]2 ;❑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: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Page 3 of 6 rescheck.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% 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. section,I L Plans erofiedField Verified Pre-Inspection/Plan�Review VCo `,Comments/Assumptions &Req:ID e Value Value 103.2 :Construction drawings and ❑Complies :Requirement will be met. [PR1]1 :documentation sufficiently € .a❑Does Not 'demonstrates energy code ;compliance for the building _ "❑Not Observable j envelope. 3 ❑Not Applicable 103.2, ;Construction drawings and =❑Complies 403.7 :documentation sufficiently E :❑Does Not [PR3]1 demonstrates energy code a ❑Not Observable compliance for lighting and []Not Applicable :mechanical systems.Systems ;serving multiple dwelling units ; ;must demonstrate compliance ;with the commercial code. 403.6 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2'. --_ ,sized per ACCA Manual S based Btu/hr 1 Btu/hr ;❑Does Not 'on loads per ACCA Manual J or Cooling: a Cooling: other approved methods. ; ; ;❑Not Observable , # Btu/hr Btu/hr ;❑Not Applicable , Additional Comments/Assumptions: 1 I High Impact(Tier 1) :2 1 Medium Impact(Tier 2) 1,3'1 Low Impact(Tier 3) Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\ChrisAriens\2010 Page 2 of 6 rescheck.rck Section, Plans Verified Field Verified # Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions & Reg.l®. 402.4.4 :Fenestration that is not site built z ❑Complies :Requirement will be met. [FR20]1 his listed and labeled as meeting []Does Not iAAMA/WDMA/CSA 101/I.S.2/A440 ; for has infiltration rates per NFRC : ❑Not Observable 1400 that do not exceed code ,;❑Not Applicable ;limits. 4 402.4.5 ,IC-rated recessed lighting fixturesE ❑Complies ;Requirement will be met. [FR16]21 sealed at housing/interior finish f ❑Does Not ,and labeled to indicate&It;=2.0 I ❑Not Observable cfm leakage at 75 Pa. i ( ,I❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 lair handlers,filter boxes, and 11:]Does Not building cavities used as return I ducts are sealed. •j❑Not Observable �❑Not Applicable 403.2.3 Building cavities are not used as �❑Complies ; [FR15]3 :ducts or plenums. ❑Does Not ❑Not Observable s ?❑Not Applicable 403.3., 1 HVAC piping conveying fluids R- R- ;❑Complies j (FR17]2 !above 105 OF or chilled fluids :❑Does Not ; ; ;below 55 OF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4.. ;Circulating service hot water R- R- ;❑Complies ,[FR18]2 :pipes are insulated to R-2. ;❑Does Not '❑Not Observable ❑Not Applicable 403.5 ;Automatic or gravity dampers are{ K �❑Complies :Requirement will be met. FR-J9]2 ;installed on all outdoor air IDDoes Not �J intakes and exhausts. ❑Not Observable l i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Ariens Residence Report date; 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Page 4 of 6 rescheck.rck section # Insulation Inspection Complies? Comments/Assumptions & RegAD 303.1 f All installed insulation labeled or ,Complies ;Requirement will be met. UN1312. installed R-values provided. ;Does Not F ' UNot Observable , Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Page 5 of 6 rescheck.rck Section (Plans Verified Field Verified # FinalInspection Provisions ValueValue Complies? Comments/Assumptions Re .ID 402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50= ❑Complies :Requirement will be met. 402.4.2.1 verified by blower door test result ;❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ; ;requirement may instead be met ; ❑Not Observable ;via visual inspection, in which 1 ;❑Not Applicable ;case verification may need to .occur during Insulation Inspection. ; 403.2.2 :Duct tightness via post- cfm cfm ;❑Complies (F14]1 :construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or ;12 cfm across systems. For ;❑Not Observable rough-in tests,verification may []Not Applicable need to occur during Framing Inspection,with maximum ; leakage of 6 cfm across systems ,and 4 cfm without air handier. 403.1.1 i Programmable thermostats s❑Complies [Flg]2 ;installed on forced air furnaces. �❑Does Not i ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed J❑Complies ; [FI10]2 ?on heat pumps. r ❑Does Not 10Not Observable -]Not Applicable 403.41Circulating service hot water '❑Com lies [FI11]2 systems have automaticor ❑Does Not ;accessible manual controls, y k❑Not Observable , ° �'�❑Not Applicable 401.3 ;Compliance certificate posted. ;❑Complies ;Requirement will be met. [FI7]2 i ;❑Does Not ` 0E]Not Observable ., ❑Not Applicable 303.3 Manufacturer manuals for y❑Complies [F118]3 `mechanical and water heating ❑Does Not v !E !equipment have been provided. ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Page 6 of 6 rescheck.rck 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGG Window 0.33 Door 0.33 Heating .. Heating System: Cooling System: Water Heater: Name: Date: Comments , j - r - or-Mmm. I"KA PA=� l .......... Kom .11ME MEN rrrrrrr rrrrEl rrrrr rrrl i�rrrrr���r ��■ ����� WIN. S NONEmm ME Ol, rr �rrrrrrrrrrrrrrr rrrrS! 01011001 � ■�rrrris��s�r rril,� � f�dllr�i rrrr�rrrrrrrrrrrrrrrfr� rrr�rr0101 � rr'mmMMMMMli NEW �Ell rrrrr��� rr irkAffs EBEEN Ml mmmm RUE00111MMMIS ME "rrrNIEW ' {w�rrIrrIME11110001®fir rrrrr i�rl � r �r� Ml mmmrEl;rEl SEEM, MOEN rrrrrr�r�■rrrrrr�rrr�r rrrr� �. 11001 Milo IN p1rr'rrrr'�'���i �i�l� liter irrrSEEN,� 110:011001 El'i �►� rMEMO-NoMl TOWN OF SOUTHO�LNJMM ��r�rrrr BE����r � �_ . Ml jo r f k gee tR-r-w 4- ��urvwk aul 4/ ldw-m- for r+ : f T A f y. ,' • t grin '•. Af A4. P W a 4007 pmI" * )AV, H19� k4o-1 Ay W4W IA004- WAV 07P. Off P-16 o" 3 � I M212 i t � o r 1 ' LEE All Z 3 IWAA a RELY I A-1 A� ITV A,le FIR PN465. l , I � s i 4 `r. q i 6. _ A i 4 A-1119 t jj'f-- 4, PA 111,- I1W&MIl ft, - TiWWI WY I LLAIUA-4 Of 11A L /A `G,' R1Ll F LAS..1 ����r�'c k1 y - ! , 4,-V. F�A V �0"f.1. ng� _ ED AqC 403 el AO -ries K Southard Jr Holddowns to I»min.14 9=90 x 3"tvlda motel w/mm.h.lddown copeelbA 5000+ A R G H I TEG T Test bolas by county Marine orners Fastened as per manuPocWrer .haw at 10'-12'bolow grade via have SA sell a 3-6 ton bearing capoUty ©c n-6000«/s ft. 435 Bad Home Road USE:a Ton design q• rTdr.atl Southold, Now York 11971 USE,10'alta wood plies a X05 eq.In - LSE,5 Ton design based upon side Priatlon corner eta ronne.ted Phone(651) 4.11322& to trarepa,-hear cwsarchltectooptonitnanet Load of etructur0, 2-Ibd common mils f• FTnt Plocm O ab' Dead Load-to/o4t,ft,x 1912 of-199100 I k,f 5/B'da.Ar:ch.r I"oit (2)1 3/4 xll I/2 ml tiler Livo Load-400/eq,f t x 1592 of-626000 - Mt,.T°-6 Pour:d.tlan 9 HpR� Wall Load-100/In ft.x B'h x ITS R-144000 1 - 5000nd Ploor 41 concroto slab I j on Vapor barrier t 1 La Dead Lead•100/0,ft. x11490 oof 44A90M•14@900 � on a:ompaeted eloa n fill J � Nm Load-DOM/oq. L x 148 - ° O Miall Load-ICA/IM.ft,x 9'h x IDI If-IDAOO# n �s Rool o Dead load-loot sq,ft.x 1409-P-14DD001/4•P caw __ on Wall e- Llva bad-200/sq,it.x 1488 sP-790000 B I d x 1/4't I lolly It[Um —---- )15/4 xll V2 ml--r _ WTAL� ,Dead Land- 1007000 r 1.1090►+148000.49180041j4-0 4'I xl&°d -$--------- Live Load- 620000%444900 t 290600•1910900 Q I eoieroto footing N.TS. Garage MiaI1 Lead-7Tsa00 -'— Corns Hold own Connection - S2Z q.PL Liao(2)B• 92° ry v flood v rets o B°d-v c9--w TOTAL LOADS, 2097100 •q�, F7arage `n d USE 10°DIA,f ILE9 -•20'LOxb-D TON CAPACITY -(41)Flies VX t/ ` 5528 9f ` :s Use 6X0 0 WILD" troatod posto for desk PILE AHN.L PROVIDE FEAR CAPACITY AS SHOrN k x 12 treated gNdar k _--- - 0.StateState (2)1 5/4 At 1 ml Irdar 0 x 6 treatedlP,»t (!"— � y I I Mechanic 11 AN ( 2/O x 4/0 55/0 ffr 5/8X —._.....—_— _a-- _._.. •—_—. _.--. —.— .�- ._.-__.—. ___ walb Ccoit" o (5)2x8 A` 0 C x Hxt xQGI p xx tZu O b nnh r ` -09, m1011. m fG°Ike 010°O.G. 1- .__= 1-�.___.rm. 016•oc. i i I � , \ � - �, 7lb x b/ � 2x10 treated floor .le Bedroom - f �.------- .__._...A. I '2xlo troato floor,i to i I � Glo, r3p-n to abovetraatad floor,I 2xlo tro Ploar ooto e10• D• lxlo troatoa hoer•,U L 1 , 2x10 treated foo bq I el6°00. m LAUnd 0 -._ alb•Oz. a'yI, gib OL. I. � I•I e16'O.G. I V[e� L_ _________________ a ® /4 6/B ry 7 Tl _I.�l..----_—_---� O I 2x12 floor Dols 9: —_— +(. T.i�.- _'_ t a. I i 1 i a _ t�• 2x12 Pwor•,abts I olb'Of_ _ I ►y_---ya AL— ° Ft- lace O g _.. .. �• -L—A s —_i ' I in i'1\•• I I r, 2/6x�/B Q R i i I 756 _ _ 2/6 x m Cl II _yI A 't- It I I � II GIO I � x Y y/B 2x12 flacr,obb - (((' ( 7l 8 I os.OL. 2/6 x 6/8 Bed oom 1&)2x12 header •t Master Bedroom -- •---•• - _—_---- _ —_ i v 0 2x12 I'l ,.lets - Piling and Ist Floor Plems ®Ib' L. 12/0 x b/8 sIdr 2.12 floor joist. - - Ic (5)2x 0 header _ x v x o /e old- R 14 BB 11 aced floor jots f 6 x 6 treoted post, i I I ills•O.G. I wt N``--.-___—_.....-.. _I �yI /' _ /•fes._ (5)2c12 header WW since for _.'�.,.._� ,.,-.__...I-4 Lam.-__ J..., •j -- Ghr•Is r Arlsre {{{{ 1 iiiill 12/0 x 6/B-Idr hi •�i 5/4 x e docking , — 1" •�' m 6 x B hr " 455 MacDonald Grossing - - • �, 1" _�___:. - � � ? �Q� FIRST FLOOR LOOK PLAN Dural,New York II 6x6 Ace Habitable Floor Area = 1552 Bal.ft. 91-TM TM 100-14504-017 Cara a Area=528 sq.Pt, April 23,2015 M 5,2015 �y q r y ���i��� q,.,/,� i jr/ 1n� Deck Area = 767 sq.ft. ame 24,2016 J� p I p 1 rT � v " t TOTALArco = 2841 sal.ft: 20� fes" FIRST FLOOR PLAN ir/�`/�A HMoor oor Area-1552 sq.ft. Vy��°� .i� ..�a71 �B �' ��� j - . Holddowns to bemin. 14 guage x 3" wide Charles Lard Jr Test holes by County Marine Metal w/ min. holddown capacity 3000# AiZGITGT � corners Fastened as per manufacturer show at 10'-12' below grade we have 5W soil = 3-6 ton bearing capacity USE: 3 Ton design = 6000#1 sq,. ft. 35 Bay Home Road USE: 10" Clio wood piles = -7,55 sq,. inEndwall Sou old, New York IIg71 4000 . /-- m USE: 5 Ton design based upon side friction 2 ° Corner stud connectedPhone (631) 471-5228 °° to transfer shear° Load of Structure: ° ° 2-16d common nolls 3- I6-OcWSarchitect®optonIine.net First Floor r ----------- --------------------------------------------------------------- ----------- - 0 -----------Dead Load = 10#/ sq,. ft. x 1552 sf =15520# ° 5/8" dia. Anchor bolt Live Load = 40#/ sq,. ft. x 1552 sf = 62800# �---------------------------- --------------------------------------------------; ; Min. '1" into Foundation2) 13/4 xll I/2 ml girder Wall Load = 10#/ lin. ft. x 8' h x 1-15 If =14,000# 4" concrete slab Second Flooron vapor barrier I$ Dead Load = 10#/ sq.. ft. x1483 sf = 14850# on compacted clean fill Live Load = 50#/ s . ft. x 1483 sf = 44,4x0#n 41-011 51-411 Wall Load = 10#/ lin. ft. x 1' h x 151 If =13,500#RoofX Dead Load = 10#/ sq,. ft. x 1483 sf = 14850# ; ; _I/4PITCH ; Fondation WallLive Load = 20#/ sq. ft. x 1485 sf = 21660# 3 1/2" d x 1/4tlolly LolumnTOTAL LOADS: _i - — _ (3) 13/4 xll I- ml girder I � -' � � 4' I4' x18" d I I --o-- ------- _Dead Load = 155200# + 14850# + 14830# =45180# j xj N.T.S. Live Load = 62800# +44410# + 21660# = 15"1050# c ncrete footing L Wall Load = 2,T500# , id 528 s ft. Use (2) 8 x 32I' Gorse �oId own Gonne�tion 6 a� " TOTAL LOADS: 201,'710# Garageflood vents ® 8" abov grade USE 10" DIA. PILES @ 20' LONG = 5 TON GAPAGITY = (4-7) FilesX28 Sf °USE 6X6 I6' LONG treated posits for deckf -PILE SHALL PROVIDE BEAR CAPACITY AS SHOWN I 1 5/8" Type X sheetrock (2) 3x 12 treated girder walls $ ceiling per code I I 6" step u ❑6 x 6 treatedpst (2) 1 3/4 xII IL l irder I --- - - --------- - L------ --------- -- ------------- ------------- --- --J_------------------------------'�__ O 0 I I 10 00 ' - _ Tank ess water hex er f - _ Mechanic 1 , I I 41 , nn n f- all - �_ II �_ �� 1_ II �_ �� �- " - S/,-nil O I0 10 _ ll �I 'I ' 1 (2) 2/O x 4/O CEM 5/8 fir c d _ _ _ bd = 5/8" T pe X sheer c - - --- _ --- - - - - --- --- - - --- - - _ - - ce WwAS-per---ode r 1-----_-------.--- - -t ------ -_ ---='--i . 1 - --- - 1 ---- --- 1 ' -- - --- I I I (5) 2x8 hdr d� Q `� X 6 _ Heat u p I � I I I I `9 o x x U wlth heater ---------------------- ,-,------------'-- 6 �i O O N = 3/O x 6 I I I I - rn - m - m —3-_.� :G�: label _ _ - 01 I I ®16" O.G. = 1 I , , = I I 1 1 ' ------------------------� -� 2/6 x 6/ I - = NTR l" - -------------- ---� 12x10 treated floor tits 2x10 treated floor jolsis , _I Bedroom , /4 x8__.-----_._-_.___- 1 1 o e n to above V e I t2xi0 treated f loot istsl 2x 10 treat d f loot �Jo�sts , 16 .G. p - _ I = 2x10 treated floor J ist 2x12 floor joists I x 2x10 treated f oor� isfis - I @16 O.G. 1 _ --�-----------------------'- - - --—-----' -- I @ 16" O.G. ; � 1 � � ®I6" O.G. � � Laundry O _� 1 ---'---------- -----'--- ---- 1 1 1®� " x 6/8 N r1 MI6 O.G. I I ----------------- - K�A ' -—- - -—- - - - - - - -- -- - - - - - - } floor olst a- -'------------------------------ 1_.L.--------------------- r , 1 1 iz_4I - \ " 2x12 floor olsts _ _ C., 1 1 N � ,I X16 O.G. - -- - -- 116" O.G. r--1--------- ._ ---i' -'1'---t------._._._._..__- -- 1 I 1 , ' ' 1 ! I,------------ 4-----'- 1-1----- _--- - - �a - 1 , I I- ---------------. _ ' _ ------ I _a _ - -- _ — — — -- --- -�—� Q „ _ I 1 - '--'------- '----- I I 1 I R� I ' _I -' _ Fir place . - I a = 6 --- --- 6 4.1 4a 6 --I - ---- --4-�-- - -{- ----'---_ _I N I®I ! ! N I - _ N �C?` Sw.S0-41 y I I I I = I - x N --,_ - - - - - N N N N - CC- 2/6X �/a . IN � ' ' -N - ' _ __ I 1 — ! I x , , - I 1 — 2/6 618 �- X - -------- ----- - -�--------- ------ x I m X x - .0 h m = I m I I m _ = pocketdoor x ^ ' Glo x -� 2/6 X /8 2X12 floor ,oists � - > 1.__.i. ---- - -- ---- -I _I I i ! ! -' @i6" O.G. 2/6 x b/8 1 i I I - - N (2) 2/6 x /8 1 1----------- - ------ - ---------- ----;; ! I I I I I 1 O s l idingdo r U L —_ _ _ I I I ! Bed oom _ _ _ _ (5)2xi2 header Master Bedroom -------- - --------- ,-',----'--'---- - -- - - - - _ --- 1 I 1 O 2x12 fl or joists - _� - Piling and 15t Floor Plans I I _ 12/0 x 6/8 sldr '--'---------------- --------- -i--t---'-------------- N X16"-O.C. ' I 2x12 floor joists - _ I_ II , , ,- „ O --01 _ 1 I 1 -11 - u► --- -------------------------E— N II II - N (5)2x1 header X x 1. 8/0 x 6/8 sldr ' I = I I I - - - -----—---------------- 1 L-------------------------------r , , - (^`� O res� ,?f;. �' '"I`. -all :_ " _ " i_ a �_ " , i_ n I = i_ u 141-011 - ,_ „ - --- r„ b _ 1 2x10 treated floor jolsi�s I ' 1 1 I1 pergol nos -------_—_----'- ,-, ------------_------!-; 6 x 6 treated post ! I I ' ' ®16" O.G. ' from a ve - p t I I I olc; ost p g p New Residence for fro ab ve (5)2x12 header -1------------------ —i------ --�- - - I — -� -- - - -_ ❑ Christopher Arlens I------------------�-� --6----'-------- - I I 1 1 1 5/ x 618 fxd 6/0 x 6/8 sldr 3/0 x 6/8 fxd L 6 I I I ( x 1 I I I � 1 I - 6 =1 hot tub = N I I I 1 I I N __ _ 1 I I ( N � - 1 = X !rt -� m --------------- tj_m -- ----- --- --- x5/4 x 6 deckirg - - _ _ , , m bx6tr aedp _ 455 MacDonald Grossing '---- --'-----------------------------------------1.---1- -- -- -------- --- --- --- I ' -' ' F I RST FLOOR FLAN Laurel, New York 11 6x6 A00 posts Habitable Floor Area = 1552 5c�. ft. 5CTM # 100-145-04-017 -- __ — April 23, 2015 Gara e Area = 528 sq, ft. '- " _ . _ __-_. s eps o eacr'I May 5 2015 Deck Area = -16-1 sg. ft. June 24, 2016 TOTAL Area = 2847 sq,. ft.= 20% Feb. 7, 2011 A — FIRST �LOO�' FLAN . Habitable Floor Area = 1552 sq,. ft. of 5 Floor Area Ratio Calculations Gharles N. Southard Jr Date: April 22, 2015 Project Title: NEW RESIDENCE 12 235# asphalt shingle A R G H I TEGT 6 F— continuous ridge vent A. New Home: - First Level: 1,552 sq. ft. 435 Bay Home Road --- _ -- ---- ----- - -_- ---- Second Level 1455 sci. ft. Southold, New York 11cl TOTAL HABITABLE 5Q. FT. 3,035 sc,. ft. - _ Phone (631) 411-5228 - ----------- ------ c.yqrorchitcct@optonline.net - - - ---------- ---_ _ - -- - Lot Area (as per certified survey): 14,235.17 5c�. Ft. - - -- F.A.R. (Floor Area Ratio): 21.3 % -------------------- --- aluminum gutter 1x8 Boral fascia Unconditioned Space: AI� - ---- - - -- -- -- -- --- -- -- --- ---- -- -- ---._._....- - - - -- ----- ---- ar sq ft -- - - - - - - - --- - ---- - G age' - _ - ----- - .._ - -- Gover of Area 4 73'0 ----------- -------_..._ --------- age• 0 - Charles W. Southard Jr. --------------- -- Registered Architect - - - -------------------------- -- --- --------------- ----------------- --- -------------- ---- -—-—-—-—-—-— — - - - ------------------------------------- -- .. -- - - --- -------- - -- --- -- -— - ' n - --- - -- or�l�annel�k inn -_-- 0 0 --- -----—----------------------------------- ------------ ---- o 0 0 -- -- -- ---- - Roof Deck 01'- NORTH ELEVATION _ scale 1/4" = 1'-0" _ I_ II -oil 71-6 II I_ 11 I II11 2'-611 ell-1111 , 5/0x4/0 box bay custom window 0 t (5) 2x8 header /' 't (5) 2x8 header K �f / Oil ' t 1:21 d, 1:2'-1 Oil !e^ 'x `c� , �, ,�,+ , - q x \0 t q cv yet `rye _ '�i�t Vi �y+ r ldcle, vent l� - \�_ - _ E L (3)2x8 rafters 3 x d gird- - - m ----- -- ---- --- -- -—- -—-—-—-—- ot � fters - 2x8 raft re o 56 ' h wall �' 235# asphalt gle=- - - -- - -- ---- - _ _ 2x10 cle j5t5 - �' Ktr on x A -- ----_-- - I - -- \ @ 16" O.C. O 2x rafters% ^ ��P�SO Rchi -- N x _ O ® I 2x10 cl 5t5 - - - 7 O G - - - --- --- _ .. .. - - - --- - --- _------------- -_----------- ------...... .----- ----------- -- ----....--- -------------- 1 � ® � N ry -- - -- - -- - ( ) xl0 Irt - 6 I 3 2 ridge, I •� �y - aluminum gutter -- - 1x8 Boral fascia = x 2/ x /8 door I --- -. --- - -- ------- -------- ------------ -------------.._...- ---- ---- --_------------------------- ----- ----------e--- ----- - -. _--_---- - --_- - -.._..- -- 1 I =� Fireplace r otabookshIf 0ily - O I S-E3V I LT---------- x 4) 1-- - -- - - -- -- -- -_ - [Q x2x8ryr ft" rs dJ ( )2x10 girder \ 2x10 j5t5 x x It 2nd Floor Plan 4 Elevations - --- ---4 6reat Foom - a - - - .---------_...----------.......--- - x O m I �� ��o m -—-—- -—- -—- -—- -— 3 2x8 raft rs --------------------------------- _ - ----- ---------- - - _ 2x8 rafters � , •,. ' �•�-e,; . t � -- N I �^ i. IC II��J �\J - - ------------ ---- - -... -..... ----- . ............. -- ---- — 2x10 cl sts X01 q�� �t +io „ -------- -_ _ ---- -------- - --- - - - - g�1 _ -_ � -_-- -- ------- _ Bora l Chan_n-el 5_1din _.--._-. - -- --------.... -. _._.._. .. ... - -------_- - 3- 2x8- rafters r\Q_ -- ----- ------------ - 12/0 x 6/8 sldr, + N e x � f_ II o I rt / --- I_ 11 \ ry 11 M - --- ------ O V �1 -- ----- --------- _ - --- -- -- - - _.._._._._ x ,1,+ 6 4� x , -- - (5) 2x12 header -- -- 0 N 1• Q \.fie^ 0 N ---- - -- ---------- ----------- ---— --------- ------ ---- - - -------------- -- N -� N N -. --a x 6/ ;fxd-6/0-x-6,8--sidr 3/9-;x -------.._..._... ......... -- _ - - - -- —- - -_ - - - -— or -- 2x12 e er - ^` � � �I W Residence f ---------------- --- ---- -- -- -- -- ---- --- ---- ----- - - - - --- - --------------- ----- -------------- -- -- - 3 d -0 1 treat edQ I Christopher Ar iens 02x10 m0 a� 0 L 12/0 x6/5 sldr ^ N L cxy x x 44 x = _ �J (2) treate 1_ II 1_ II I_ II I O I 12'-O II 1 0 I _ ' ��2x10100, '01 `.{ - -�- - b'- 1(2) treated _ 4x4 treated! post 2x10 ( ) 2x8 treateic�rder SOUTH ELEVATION (2) treated ----43<4trooted 1205t scale 1/4" = I'-o" Dining ec with Pergola above, 455 MacDonald Grossing Laurel, New or II 5GTM # 100-145-04-017 April 23, 2015 May 5, 2015 July 7, 2015 SECOND FLOOR PLAN Feb. 7, 2019 A =-- 2 Habitable Floor Area = 1455 sci. ft. of 5 8312.1 , BARDs. G�N�fi�,�L NOTES: PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES Charles W. Southard Jr I. Contractor shall verify conditlons and dimensions and notify Architect of Inconsistencies, prior to proceeding with any work. 2. The Architect Is not responsible for construction supervision unless specified by written contract. '162mm ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 36 INCHES (c.1A1-- •' 'N H:i:r!=HT, O=`EP4 SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES 3. All work shall be done in accordance with all Federal, International Resldentlal Code, A50E 7-18 $ Local Building Godes. (�64rnm IN HE16 THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES G I T G T (864mm) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, 4. All electrical work shall be done in accordance with the National Electrical Code, the Board of Fire Underwriters, and International PORCHES AND DECKS AHICH ARE ENCLOSED V41TH INSECT Residential Code, Part VIII, chapters 33-42. 6 ARDS WHERE THE WALKNG SURFACE 15 LOCATED MORE THAN So(INCHES (62mNS SHALL BE m)IABOVE PPED ITH 455 Say Home Road -5. All plumbing work shall comply with the International Residential Code, Part VII, chapters 25-32. THE FLOOR OR GRADE BELOW. Southold, New York I1q-71 6. Do not scale these drawings. Refer to written dimensions. continuous ridge8312.2 GUARD OPENING LIMITATIONS vent . 7. Basments with habitable space and every sleeping room shall have at least one operable emergency escape and rescue opening. Where emergency escape opelngs are provided they shall have a sill height of not more than 44 inches. - - - - - - -- - -- -- a D GUARDS ON OPEN 5IDE5 OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND Phone (631) 471-5228 12 -_--__ - PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW All emergency and escape windows shall have a minimum net clear opening of 5.7 Sq.ft. -- ----_ -- ---------- ----------------- ----.-. ---__ PASSAGE OF A SPHERE 4 INCHES (102mm) OR MORE IN DIAMETER. - - --------------- ------ oors shall have a minimum net clear opening of 5.0 s .ft. 6 - _ - ryqsarchitect@optonline.net Grade fl p g q EXCEPTIONS: ITHE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD The minimum net clear opefng height shall be 24 inches and the minimum opening width shall be 20 inches. _ . AT THE OPEN SIDE OF A 5TAIRWAY ARE PERMITTED TO BE OF SUCH A 51ZE THAT A SPHERE 8. All glazing shall have a minimum classification rating in accordance table R308.3 from International Residential Code, Windowsaluminum gutter ff -- Glass doors shall be In occordnoce with section R613. And Designed with exterior wind pressure based on 110 m.p.h. winds. -- --- - - - 6 INCHES (152mm) CANNOT GUPA55 THROUGH. 2. ARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A - - - - -- 1. Handrails shall be provided on at least one side of each stairway with two or more risers Handrail Height, measured above Stair - - - - - -- Ix8 Boral fascia OPENINGS FOR REQUUIRED SPHERE 4 3/4 INCHES (10-Imm) To PASS THROUGH. tread nosings, shall not be less than 34 inches and not more than 38 inches. 10. Provide stairway illumination directly over each stalrway section in accordance with the International Residential Code section 830 .4 "Treated" ood of ldpergola II. All Treated lumber to be pressure preservatively treated and naturally resistant wood. Pressure reservativel treated w naturally termite resistant wood shall not be used as a Physical barrier unless a barrier can be Inspected for termite shelter tubes _ As per R324.3 of International Residential Code. C0N5TiRUCT10N NOTES: ---- ------------------ -------------------------------------------- ------------ - - --------- -- -BoraI Channel Siding I. All footings shall bear on undisturbed soil of 1 1/2 ton bearing capacity. - 2. Concrete for footings and foundation walls shall be 3000 psi @ 28 days --- ---and have between 5% and 795 air entrainment by volume 3. All concrete slabs shall be placed on clean fill, compacted to 15% density. __ _ _.. ..... ... _... .._-.__.___--. ... .-.-._ __. _v_------------------------------------------------__----___ _ -______-_-__ --------------------- - ____ __ I e - - --- - -- --------- - to the weather shall b - -- ---- -- ex exposed concrete slobs, and co -- ------------------------- 4. Concrete for garage sla p 350opsi a 28 days and have between 5% and -T% air entrainment by volume -- ---- - - py - - -- -_- _ - 5. All lumber shall be constructiong rade, Hem-Fir, 850 psi strength. 6. Double framing around all openings. -... _. ._ _____----- (5. _ _ 7. Double floor oists under all partitions. - - - 8. Headers over all openings shall be (2)2"x5" unless otherwlse noted. _ _ _ _ _ 1. Double 2"x4° posts under each end of all headers and girders. _ - - 10. Provide metal joist hangers where all members meet flush headers - �R 11. Firestopping is required at all concealed spaces within wall, partition, floor, _.... _ - __ ------- _ ____. _ _____ -_ __._._-____ -- -- ---- - - -_--- --- - _- _ -- stair, attic, or cornice construction, and around chimney, pipe and duct openings. -- -- ---- ........ ----- - - - - - - - - - - - --_ _ - - - _ - - ----__--- --------- --- ---- - - 5uch construction shall be fire-stopped or filled with non-combustible material - - _- section 8602.8 ...------ --__-----------------------------------......------------------_-_---_--- -----------__.._.-------- - _... :.:.-.-.-.---------------------- --- --- Refer to the International Residential Code _ --- -- - - 12. Wall 4 Gelling fln(shes shall be In accordance with section R311 of the International -- Residential Code 13. Insulation shall be In accordance with section 8322 Residential Code of NY5 - 14. Woll coverings shall be in accordance with section R702 4 703 of the International Residential Code I 1 I 15. Asphalt shingles shall be installed 1n accordance with section R105.2 of the 1 I I International Residential Code L----J I I 16. Dryer Exhaust vents shall be Installed In accordance with section M1501 of the International Residential Code 17. All mechanical systems work shall comply with the International Residential code, **Insulation. Note: All insulation shall be installed W moisture vapor retarder on warm-in-winter side EAST ELEVATION in accordance with section R522 scale 1/4" SECTION R324 FLOOD-RESISTANT CONSTRUCTION 8324.1 General. Buildings and structures constructed In whole or in part in flood hazard areas (including A or V Zones) as established in Table R30I.2(1) shall be designed and constructed In accordance with the provisions contained In this section. 8324.1.1 Structural systems. All structural systems of all buildings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads anld stresses from flooding equal to the deslgn flood elevation. R324.1.2 Flood-resistant construction. All buildings and structures erected in areas prone to flooding shall be constructed) by methods and practices that minimize flood damage. 8324.1.3 Establishing the design flood elevation. The design flood elevation shall be used to define areas prone to floodiing, and shall describe, at a minimum, the base flood elevation at the depth of peak elevation of flooding (Including wave height) wlhich has a I percent (100-year flood) or greater chance of being equaled or exceeded In any given year EA 8324.1.3.3 Freeboard. A freeboard of two feet shall be added where the �I design flood elevation or other elevation requirements c,�Eso '. .SO '�i are specified. 8324.1.4 Lowest floor. The lowest floor shall be the floor of the lowest enclosed area, Including basement, but �,�"�5 ��Ty excluding any unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage Z provided that such enclosure Is not built so as to render the building or structure in violation of this section. z ;..m: r' 12 _- _ _. 8324.1.5 Protection of mechanical and electrical systems. Electrical systems, equipment and components, and heating, ventllloting, air _!' 6 F - conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the N,, ' _ design flood elevation plus freeboard as specified In sectlon R323.1.3.3. if replaced as part of a substantial improvement, 14 c - - electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall meet the requirements of this section. Systems, fixtures, and equipment and __-__ aluminum gutter components shall not be mounted on or penetrate through walls intended to break away under flood loads. Exception: Electrical --- - -- - -- - -- - - - - - systems, a ul ment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct y q p P 9 g 9 i' g pp p g - --- ----------- - - - --- - --- - - - - - Ix8 Boral fascia systems, and other service equlpment are permitted to be located below the design flood elevation provided that they are A5�EBU I LT --- -_ - -_ ----- ---- _- - --- - designed and installed to prevent water from entering or accumulating wlthln the components and to resist hydrostatic and - - hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to the design flood elevation -------- --- -- -- - --- --- -- "--- in compliance with the flood-resistant construction requirements of the Building Code of New York State. Electrical wiring systems Elevations ---- ---- - --- -- ----------- -- ----------- --- -------------- ----- - ----- ------ - -- ---- ---- -- - - --- - - are permitted to be located below the design flood elevation provided they conform to the provisions of the electrical part of _ -- ---- - this code for wet locations. R324.1.6 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to -- minimize or eliminate infiltration of flood waters into the systems in accordance with the plumbing provisions of this code. New and - - ------------ --- ------------------ - --------------------- -- -- ---- --- - replacement sanitary sewage systems shall be designed to minimize or eliminate Infiltration of floodwaters Into systems and ------- ----- --- -- -- ------ -- discharges from systems into floodwaters in accordance with the plumbing provisions of this code. - - --- - ----- --- -_ R324.1.1 Flood-reslstant materials. Bullding materials used below the design flood elevation shall comply with the following: --Bora) Channel Siding-------------------- ---------- -------------------------------- 1. All wood, including floor sheathing, shall be pressure-preservative-treated in accordance with AWPA UI for the species, product, ------_- ---- - - - - -- _-- --- - ----- - - - - - -- - - -- -- preservative and end use or be the decay-resistant heartwood of redwood, black locust or cedars. Preservatives shall be listed - In Section 4 of AWPA UI. ----------------_-__.-__-.-_-_--._._--__-_____---__.---_.._-_____-.._--...--.-.....------__--_-.----_..___---.-_._-__--. 2. Materials and installation methods used for flooring and Interior and exterior walls and wall coverings shall conform to the ......... ..-------------------- --- --- --- - -- - - -------- - - g g ______--_-- - --- - - provisions of FEMA/FIA-TB-2 -- - professional shall cert) that the build) 832 . .1 As-built elevation certifications. A licensed land surveyor or registered design pr certify ng -..----. ---.-_ --_ - - - or structure is In compliance with the elevation requirements of Section R323.2 or R323.3. Bora) Channel Siding - 8324.2 Flood hazard areas (Including A Zones). Areas that have been determined to be prone to flooding but not subject to high -- _ -------------_---__ _ ___ velocity wave action shall be designated as flood hazard areas. All buildings and structures constructed in whole or in part in - flood hazard areas shall be designed and constructed 1n accordance with sections R324.2.1 through R324.2.3. ..............- -.._.. . -.............._..-- --.... - - -------- - ---- -- - ---... - ------ - 8324.2.1 Elevation requirements. I. Buildings and structures shall have the lowest floors elevated to or above the design flood elevation plus freeboard as New Residence for s eci ie 1n 5ec ionR325.133. Christopher Ariens p ----....... - _.._....-----_-_-------- ---- .._..------------ __--------- ------------ - --------------------------------------.....--- ------------------------------_-------.._--.--------- - 1=1 0_11 IF=-]I 1=3 0 � least as high above the highest adjacent grade as the depth number specified in feet (mm) on the FIRM, or at least 2 feet (610 ----------------------- ---- --- --- -- --- ------ - --- ---- mm) if a depth number Is not specif led. 3. Basement floors that are below grade on all sides shall be elevated to or above the design flood elevation plus freeboard as --- _ ___- __--.___-. ___--_---.-_ --__.______-__-_____.__.-___-_. specified in section R323.1.3.3. Exception: Enclosed areas below the design flood elevation, Including basements whose floors are - _---__-- - --- - - - - - - - not below grade on all sides, shall meet the requirements of Section R324.2.2. 8324.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: I. Be used solely for parking of vehicles, building oacess or storage. 2. Be provided wlth flood openings that meet the following criteria: 2.1. There shall be a minimum of two openings on different sides of each enclosed area; if a building has more than one enclosed 455 MacDonald Crossing area below the design flood elevation, each area shryll have openings on exterior walls. g 2.2. The total net area of all openings ->holl bo ol- ;.;:�;�,+,; ; �, ,. �r� incch (645 mm2) for each square foot (0.013 m2) of enclosed Laurel, New York 11 area, or the openings shall be designed and the construction documents shall include a statement that the design and installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of SGTM # 100-145-04-017 f loodwaters. 2.3. The bottom of each opening shall be I foot (505 mm) or less above the adjacent ground level. April 23, 2015 2.4. Openings shall be at least 5 inches (76 mm) in diameter. May 5, 2015 NEST ELEVATION 2.5. Any louvers, screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed area. July '1, 2015 2.6. Openings installed in doors and windows, that meet requirements 2.1 through 2.5, are acceptable; however, doors and windows �� without installed openings do not meet the requirements of this section. Feb. '1, 2011 A � 5 scale, 1/4 = 1'-0" R324.2.3 Foundation design and construction. Foundation walls for all buildings and structures erected in flood hazard areas shall meet the requirements of Chapter 4. Exception: Unless designed In accordance with Section R404: I. The unsupported height of 6-Inch (152 mm) plain masonry walls shall be no more than 3 feet (q14 mm). 2. The unsupported height of 8-inch (203 mm) plain masonry walls shall be no more than 4 feet (1211 mm). 3. The unsupported height of 8-Inch (203 mm) reinforced masonry walls shall be no more than 8 feet (2438 mm). For the purpose of 5 of this exception, unsupported height is the distance from the finished grade of the under-floor space and the top of the wall. " DE516N CRITERIA CHARTS FROM THE: RESIDENTIAL GORE OF NEW YORK STATE (5ECTION5 R301 through R305 Charles W. Southard Jr continuous ridge vent CLIMATIC AND 6E06RAPHIG DESIGN CRITERIA , 5ectlon R301 Table 8301.20) A RGH I T E CwT 11JiH L IJ (. ' Ground wend Seismic Sub act to Doma a from winter Ice shield Flood `- ---- r- Collar ties 9 every 1 i Snow Design lFrost Ilne Design underloyment Hazards third pair of rafter's Load Seed (m h) Ex osure Gota or Vicotheringl Depth I Termite I Der-OTOMP Required 455 Bay Home Road • 235# asphalt shingle installed in 20# 120 1 B G Severe 15 feet I Mod-Heav S-Mod II f YES N/A Southold, New York I11-71 accordance with section Ra05.2, 15# felt, 1/2" plywood sheathing = �.� Phone (651) 471-5228 Aluminium Gutters 4 leaders q R-3o batt insulation 1-IECHANICAL EOUIPMENT NOTES: cwsarchitect@optonline.net insulation baffles I. Heating system shall be a Natural Gas hot air system. The heater shall provide a minimum of QO,000 btuh. Min. I" airspace to be maintained The heating system shall have a minimum rating of 80% efficlency ® location of all ridge $ soffit vents 2. The airconditioning system shall provide a minimum of 5 tons of cooling. The heater shall be of a minimum SEER 13.0 rating. 3. Systems shall be controlled by a minimum of one programmable thermostat. I/2 gypsum board wall ceiling 4. All ductwork shall be Insulated with a minimum of R-8 Insulation 5. All water piping shall be Insulated with a minimum of R-4 r�oli'r r---) _ 6. The water heater shall be on on demand system of a minimum of 8 gpm at 125 degree water. 2 x 6 studs @ 16" o.c., - - I/2" plywood sheathing, cementious 3/4 TSG plywood sheathing ! 3/4 T46 plywood sheathing - _� It shall be have an efficiency rating of 80% minimum [111 Liu plank siding, 1/2" Sheetrock, 5 1/2" glued 4 screwed to joists glued screwed to joists - R-21 Insulation.and R-5 rigid insulation - - - on exterior. Note: All insulation to be installed w/ moisture vapor retarder on warm-in-winter side in accordance with section 8518 3/4 T$& plywood sheathing 3/4 T46 plyvqood sheathing 3" vent thru Proposed Floor EI +11.0' glued 4 screwed to joists lued screwed to oists 2 ' vent thru 1.1---roof f _.._--._------- -roo ___.. ."' 2" vent 2" vent Min Floor EI +S.O' Proposed Garage EI +8.0' - - > N jN ; � > > � — > ryN Base Flood EI $ Highest Grade +6. — > kitchen Lowestrade + sink 1 e- ak r g toile lovotorrefrigerator di hwasher tuIll N - N — 6 2nd Floor a 6 SECTION EAST TO WEST N - � N waste scale 1/4" = I'-O" m a� 3" vent m 6 3" vent � 6 461 4-1 N j N 0 ry N N y N > — > > — > —_ > — > lavato washer 6 ste down toilet toilet \ m p tub spa tub — K3 rr ni etch air 2" de - 2x10 Floor joists 2x8 dec g joists J a b show r let F oor - J N 6 4 4" n N 'Simpson" MMH hurricane tie \�II..5p�T "Sim son MMHJ In (cane tie I/2 gypsum bo d wall ceiling ( i To existing sanitary Im 4" cast Iron s stem lu1`1` bine RIsor Dilog ahouse trap y F J0- "Simpson" BG not to scale N post cap NOTE: R 36 INCHES H16H INTERMEDIATE Solder shall contain no more than .2096 lead I LT GUARDS NOT LESS THAN Deta i I �� �� RAILS SHALL NOT ALLOW Water supply piping shall be PEX PASSAGE OF A SPHERE 1^laste and vert shall re D.�'.r.. or GO scale, 1/2" = I'-O" 4 INCHES IN DIAMETER. copper SeGtionS, Notes 4 Details "Simpson" BG4 2ply torch down roofing post base 12 plywood sheathing Ix6 T46 Cedar Decking -M 5/4" Sleepers g2'-O" o.c. 2x6 Treated plate 5/8" x12" long anchor bolts @ 32" o.c. Proposed Floor EI +11.0' Proposed Floor EI +11.0' termite shield 4 sill New Residence for 528 sq,. ft. Use (2) 8" x 32" sealer insulation Christopher Arlene Min Floor EI +8.0' 'I flood vents ® 8" above grade 4" concrete slab Proposed Garage EI +8.0' Proposed Gara a EI +S.O' o on vapor barrier 4 on compacted clean fill Base Flood EI Highest Grade +6.0' sealer insulation Lowest grade +5 O _ 8" concrete foundation wall 8" thick x 16 wide concrete footing $ Dampproofing 455 Mar-Donold Grossing Laurel, New York 11 SCTM # 100-145-04-017 SECTION NORTH T SOUTH April 23, 2015 scale 1/4" = 1'-0" May 5, 2015 Feb. '7, 201Q of 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Roof Rafter to 2x Ridge seam,Toe Nall 2-16d - Minimum Uniformly Distributed Live Loads ROOM PLANNING REQUIREMENTS Section R303 - R505 pg. BCNY5 TABLE 2304.9.1 Face Nall 2-16d - (in pounds/square foot) Section 8301 Table R3014 USE AREA MIN/AVERAG NATURAL NATURAL hGirleS W. Southard Jr DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING OF FASTENERS Joist to Band Joist, Face mall 3-16d - . (sq.•fQ CEILING LIGHT 5% VENTILATION 4 WOOD HEADER ELEMENTS FASTENER a.b.c.d. - Led er Strip, Face Nall 3-16d - USE Live Load e pp G H ll Joist to still or girder, toe Hall 3-8d - Structural Floor, Roof, 4 Wall Sheathing < I/2" bd G,1- - Exterior Balconies 60 OFFICE 142.0 q'-O" 11.4 5 ft. 5.7 s ft. 14 GAUGE ANCHOR WITH � I\ I T � G T Bridging to Joist 2-8d - Structural Floor, - KITCHEN 00 5�50 9'-0'I 15.4 sq. ft. 7.7 ss. ftq. t Roof, � Wall Sheathing 19/32" - 3/4" 8d D or bd E Decks � 40 � :: UPLIFT CAPACITY OF 1400# toenail each end 2 stamples, 3 13 a. - AND LATERAL CAPACITY OF Structural Floor, Roof, s Wall Sheathing 7/8" - I 8d G Possen er vehicle ara es # 50 DINING RM 255.0 'V-O" 20.4 sq. ft. 10.2 sq. ft. 435 Bay Home Road I"xb" subfloor or less to each)olst 2-8d - face nail 2 stain les, 1 3/4 - Stru tural Floor, Roof, $ Wall Sheathing 1 1/8" - 1 1/4" lod D or Sd E MSiR BEDRM 2861.0 6'-O" 23.2 s . ft. 11.6 s . ft. 700#. FASTEN AS PER ° Attics without storage I 10 Southold New York IIcl71 2" subfloor to oist or Irder, blind and face nail 2-16d 16" o.c. 5tru tura) Floor, Roof, k Wall Sheathing < 3/4" bd E - BEDROOM 1 145.5 6'-O" 11.7 5q. ft. 5.61 s ft. MANUFACTURER REGGOMENDATION ' Sole late to olst or blockin , face Hall Ibd Attics with storage 20 BEDROOM 2 112.0 6'-O" 61.0 s ft. 4.5 s ft. ° Single Floor (subfloor d underlayment to framing) wail - I" ad E To or sole late to stud, end nail 2-1 Single Floor (subfloor 4 underlayment to framing) 1 1/8" - 1 1/4" lod D or 8d E - Rooms other than sleeping rooms 40 Phone (631) 4 1-5228 Stud to sole late, toe nail 4-8d Or 2-16d 24" o.c. - Sleeping rooms 30 Double studs, face Hall 16d 24" o.c. Panel Siding (to Framing) < I/2" bd F 2 2X4 POST cwsarchitect�opton 1 ine.net Double to late, face no[[ 16d Panel Siding (to Framing) 5/8" 8d F - Stairs 40 DEFLECTION LIMITS Double to late splice, face nail 8-IEd 16" o.c. Fiberboard Sheathing I/2" II ga. roofing nail H - Guardrails and handrails 200 CONSTRUCTIONS OR W D + L Fiberboard Sheathing 25/32" bd or ad - '� Attach to structure with 3/6" la bolts ROOF MEMBERS L/360 L/360 1-/240 Sole lata to oist or blockin at braced wall panels 3-16d - g Attach O G g SUPPORTING PLASTER GLC. L/240 L/240 L/160 flo s t $ Header G o n n e c t o r Ga p Double top plates, minimum 48-Inch offset 8-IEd _ Interior Paneling 1/4" 4d J of end joints, face nail In lopped area Interior Paneling 3/8" 4d K - * Attach to Concrete with 3/6" masonary SUPPORTING NONPLASTER GLC. 1-/180 L/180 L/120 -r Blocking between Joists or rafters to 3-84:1 .c. Anchors ®24" O.G. FLOOR MEMBERS 1-/360 L/240 OFEN I I VG ANGHORS 6" oFor 51: I Inch = 25.4 mm, I foot = 304.8 mm, I mile per hour = 1.609 km/h. .J to late, toe nall # Elevated Floors shall support 2000#/20 sq. In. EXT. WALLS $ INTERIOR PARTITION - Rim joist to to late, toe Hall 8d - A. Common or box nails are permitted to be used except where otherwise stated. 2-16d B. Nails spaced at 6" o.c. at edges, 12" at Intermediate supports except where spans 48" or more. For nailing I No storage with roof slope of less than 3/12 WITH BRITTLE FINISHES L/240 NTS Top plates, laps at corners and Intersections, face nail 16" o.c., along each edge of wood structural panel and particleboard diaphrams and shear walls,refer to section 2305. Halls for wall WITH FLEXIBLE FINISHES L/120 I6" o.c.,along each edge sheathing are permitted to be common,box or casting. Built-upheader, two pieces with 1/2" s ocer Ibd 9 9 G. Common or deformed shank. Wind-Borne Debris Protection Fastening Schedule for Continued header, two pieces 16d - D. Common. Wood Structural Panels Sect. 301 Table R301.2.1.2 Gellin oists to late,toe nail 3-8d - Fastener Schedule II Guage Steel Mtn. _ E. Deformed shank. Fastener Joist Hangers Continuous header to stud, toe nail 4-8d _ F. Corrosion resistant siding or casting nail. Type Panel Span 4' < panel span 6' < panel span Cellinci joist, lops over partitions, face null 3-16d _ 6. Fasteners spaced 3" o.c. at exterior edges and 6" o.c. at Intermediate supports. < 4 ' < 6 foot < 5 fOat _ _ - WOOD HEADER Calling joist to parallel rafters, face nail 3-16d H. corrosion resistant roofing nails wlth "1/16" diameter head and 1 1/2" length for 1/2" sheathing and 13/4" length 2 1/2" #6 Rafter to plate, toe nail 3-8d - for 25/32" sheathing. Wood screws 16" 12" 6I" 14 GAUGE ANCHOR WITH 1" brace to each stud and plate, face nail 2-Sd - 1. Corrosion resistant staples with nominal 1/16" crown and 1 1/8" length for 1/2" sheathing and 1 1/2" length for 2 1/2" #6 I6" 16" 12" UPLIFT CAPACITY OF 1800# • °° 2 staples, 3" I"x 8" sheathing to each bearing, face nail 2-8d - 25/32" sheathing. Panel supports at 16" o.c. (20" If the strength axis Is the long direction of the panel Wood screws AND LATERAL CAPACITY OF 0 0 ° Flooring unless otherwise marked. Wood Structural Panels wlth a minimum thickness of '7/16 Inch 1400#. FASTEN AS PER ° 00 II Guage Steel (Min.) Wider than I"x 8" sheathing to each bearing, face nail 3-8d J. Casting or finish nails spaced 6" oc on panel edges, 12" o.c. on intermediate supports. and a maximum span of 5 feet shall be permitted for opening ,: protection in one- and two- story buildings. Panels shall be i Joist Hangers K. Panel supports at 24 . Casting or finish Halls spaced 6' on panel edges, 12 on Intermediate supports. p y g Built-up corner studs Ibd 24" o.c. attached in accordance wlth this table. o ° Flush header L. For roof sheathing applications, 8d nails are the min. required for wood structural panels. ° o ° ° Nail each layer follows: M. Staples shall have a min. crown wldth of '1/16". Built-up girders and beams,2-Inch 20d 32"o.c. at top and bottom p (2)2X4 POST Floor Joists lumber layers and staggered. Two nails at N. For roof sheathing applications, fasteners spaced 4" o.c. at edges, 8" at Intermediate edges. ends and at each splice. Collar Tie to Rafter,Face Nall 3-IOd - O. Fasteners spaced 4" o.c. at edges, 8" at Intermediate supports for subfloor and wall sheathing and 3" on center - at edges, 6" at Intermediate supports for roof sheathing. Jack Rafter to Hip, Toe Nail 3-IOd 'A Face Nall 2-16d P. Fasteners spaced 4" o.c, at edges, 8" at intermediate. F I u!B f I Header Detail- scale etascale 1"= 1'-0" Rafter connectors as required I-1/4" x 20 guage steel strap w/ holddown capacity of 135 pp rafter DOUBLE TOP PLATE Attic Floor Roof Framing 2X OKIN& AT SEAMS TO EN RE LOAD PATH TRANSFER I Lateral for 120 mph wind WFGMIT - -- - - - 2X6 WALL STUDS II II II II II II Lateral for 120 mph wind WFGM 61" R-31 batt insulation 1-1/4 x 20 ua e steel stro 11 II II II 1 ,� Min. I" airspace to be maintained 8 =132 plf x 1.33 = 1'16#/ raft I! I1 11 11 II I 15/32 P1-YWOOD SHEATHING Tensioncap=lty of 5001 p lr��ter (91132 1'l O.a. II WITH JOINTS STAGGERED 6i'=145 If x 1.33 = 1613#/ raft location of all ridge s soffit vents a'=145 plf x 1.33 = 1613#/ raft 11 p 12 g Header fasten d as l�erllmar uf0�turorllrocot,mer� at 1 n II I1 1! 15/32 plywood sheathing I II I 11 ! 1� �P II II II SHEATHING SHALL OVERLAP AT WINDOW 4 D R S�EREDq.gC' fastened to all members A A II II II II II II II II II II II ?� W Sp 6 _ _ __ _ TO ALLOW LOAD TRANSFER AROUND �`' UT with #8d nails 6" O.G. on II' II II II II II 11 II II II OPENIN S TO COLLECTORS/DRAG STRUTS .r edges and 12" O.G. on ° (typConnections KC II II I II II II II II II !I Cripple Studs m Intermediate members o�- �n+ 2nd Floor II �� 11 II II 11 II � 1 11 11 ° ----- -- l II I1 it ! II II II II II II ll TYPIC L FRAMED OPENING U lift connectors as re uired ---�_ - �__- _�'__ ==�1 = - -4__ _ ------- - 9T use (2) toenails each stud to plat 254# p qpoint "A" See Design "Notes ----- -- -- ---- - -- r�tr, III ° Q m use (4) face nails each stud to Jos 540# h g --_-_--_ -- r- - - - r-rr - -- -- ----EDOUBLE 40"1# / 135# _ (4) IOd Halls min. _ + plywood 240# plf For windspeed" For applicability !1 II 11 1 p 12X6 BLOCKING AT SEAMSI 11 II 11 p 11 11 11 11 I1 I "�TO ENSURE LOAD ATH Ti�ANSFER 11 0 „ 11 11 II 11 11 TOP PLATE 1/2 " PI wood sheathing to be Header Studs li ii it "+ C li li ii ii II r fl- y 9 II 15/32" PLYWOOD SHEATHING blocked with 2xb's at all seams 11 11 II II a m Q m � N 11 11 11 n II WITH JOINTS STAGGERED CL m m to ensure continuous anchorage IL_ _ _ I O II I 11 11 Notes Details O - - -0 I1 II n No Uplift II II 11 II II 6 II II II it II 2X6 WALL STUDS �y x Plywood sheathing shall be Connector II II II II II K N II II II II II II overlapped from first to second story Required II II II II II - z II II II II II -' m Wa1I to rood Connection ILII 6 x to maintain load path. q n II 11 n 1) I1 a II 11 n BOTTOM PLATE A -t 1st Fib!or II II II II - II II II II N 7 II I1 11 11 11 I1 11 I1 11 II II 2X6 SILL PLATE m shear capacity on IOd common roll in 2x = 135#/ for nailed m �=j A i1___tl __111_ �___ 111- __ __i1-____ --__ c=====_____-- ------ L use (6) IOd common null / rafter = 135# / face nailed x (5) = 1080# OK E ''E3 '-'. 1 1i Stud to pato at each f I oor E l� p I,�I l� I I,�I X withdrawcl capacity on 10d common nail in 2x = 56#/ face nailed M I SHF_ARY `1t'"tL�,... DETAIL Y `41 TH N use (5) IOd common nail / rafter = 56# / face nalled x (5) = 448# OK L shear capacity on IOd common nail in 2x = 135#/ face Walled O onin Froirnin Detail �I o N withdrawal capacity on IOd common nail in 2x = 56#/ face nailed FRAMED OPEN I�O DETAIL L E m n = 12"1# / toe nailed Scale: I/2"=1'-O" Scale: I/2"=I'-O" mN shear capacity for shearwall assemblies o N = 15/32 plywood sheathing 5d nails @) 6" o.c = 240# plf N wood siding NOTE: ALL SHEATHING SHALL BE INSTALLED IN STRICT 2x6 framing 9 ib O.G. Provide strap from each loor ACCORDANCE WITH DESIGN REFERENCE. ANY fl Lateral for 120 mph wind WFGM N joist to girder DEVIATION FROM DESIGN 5HOWN MAY REQUIRE rigid Insulation ADDITIONAL STRAPPING. 2x6 Treated plate 24'=245 Of36/24 x 1.5 = 365 plf x 1.33 = 486# sealer insulation 15/32 plywood sheathing termite shield 4 sill Ridge connectors as required fastened to all members 5/8" x12" long anchor bolts o 1-I/4" x 20 guage steel strap w/ with #6d nails ® 6" O.G. on With 3" square slotted washers ° Tension capacity of 500 pp rafter edges and 12" O.G. on @ 32" o.c. within 6" - 12" from o La Lateral for 120 mph wind WFGMp sheathing fastened as per manufacturer recom ndation intermediate members end of plate section and ove joist I$ plate 7" min into concrete foundation 12 ° ° FX 455 MacDonald Grossing Foundation to plate to stud ''rd ". NOTES. Laurel, New York 11 SGTM # 100-145-04-01-7 uplift capacity on IOd common nail In 2x = 127# / toe nailed 1. The window sizes and styles shown on these drawings refer to "Marvin Ultrex" 127# / toe nailed x (5) = 635 #/ stud 3/4" dia. bolts @ (2) per Connection NO COLLAR TIES ARE IDED This is for the purpose of illustration and pricing only. April 23, 2015 8'=132 plf x 1.33 = 176#/ stud = 15/32 plywood sheathing bd nails ® 6" o.c = 240# plf RIDGE STRAPS ARE NOT REQ 2. The connectors required or shown on these drawings for Hurricane Resistant Residential Construction shall May 5, 2015 cl'=145 plf x 1.33 = 1613#/ stud 240# plf x 1.33 = 3161.2 #/ stud Fie, to p late to stud "G2 " ____ meet or exceed the design requirement as shown on these drawings and shall be Installed in accordance with the Feb. "1, 201cf Tension Capacity of 5/6" anchor bolt = 5875 #'s each the manufacturers requirements. The contractor may used any product which will provide these design spec iffcatIons. _- Tension Capacity of 3/4" bolt = 7050 #'s each Products as manufactured by "Simpson 5trongtie" are shown for the purpose of Illustration and compliance only. Shear Capacity of 5/6" anchor bolt = 3025 #'s each Shear Capacity of 3/4" bolt = 3630 #'s each R i d g e G o n n e r- t i,,�n 3. These construction documents have been prepared by or under the direction of the Architect whose seal and signature Scale: I"=1'-O" have been affixed upon these documents. Any addition, deletion, or revision to these documents or the work performed Connection Details in accordance with these documents, Is in violation of the New York State Licensing Law, and anyone who directs these additions, deletions or revisions wresponsible.ill be held res Scale: I"=1'-O" p Of 5 Survey of Property FIR T FLOOR PLAN DRAINAGE CALCULATIONS: Charles K Southard Jr. Lot 10 d Westeriy Half of Lot a Habitable Floor Area = 1552 sq,. ft. area Material area run-off coef. Rainfall = volume = V.F. Map of Edgemere Park Garage Area = 528 sq. ft. A R C H I T E C T Piled 7-2-IQ31 Map # 742 Deck Area = "16'7 sq ft. Building Roof trig 2082 sf 100% =.16'1 =347,7 cf Situate TOTAL Area = 2 1 84" sq. ft. = 20% 435 Bay Home Road Laurel TOTALS Use 8' Clio. Rings ®42.1 c.fJ v.f. 34'1.7 c.fJ42.1= 8.26 of Town of Southold Southold, New York 1141-71Suffolk County, New York Uw (3) 8' dta. 2' deep leaching pools and (1) V dia. x 3' deep = q of Phone (631) 4'11-5228 Lot Area = 14,235.1-7 sq. ft. GWSarchiteGt®OptonIIne net Vertical Datum Mean Low Water 0.00' Lot Area = 14,235.17 sq.. ft. to mean high water mark Elevations are referenced to N.6.V.D. Ia88 Datum Impervious coverage area = 2082 sq,. ft Bullding Area Lot Surveyed by Michael K. Wicks = 880 sq,, ft gravel driveway Land Surveying ,lune 5, 2014 Deck Area = 767 sq. ft Site PLons scale 1"=30.0' onald Crossing The proposed lot coverage = 2,841 sq. ftJ 14,235 or20.0 % Mact2 EP+4.0-1' do EP+5.12' 6s.o' �y N'51d o't'00"E 0 w 8" trofflc Site Pian 4 Location Pian R=i5 ° o bearing cover L=24. PE0 AF?Cy 6" dwv pipe nco �•SOUT,y�TF nitarySys m .� m = from roof drain a o o' w N =' --- wat r level ! (1) 3'x8' Ne = Bottom of Leaching +4,32' of rales I 2' cdllar of clean -� HI hbst-exppcted Water Level n/d d grovel G_ ---- -- - - 1 1�. r e +o.o' DRA I NACGE STRUCTURE RETAILS: 'F 6 m m r osed tiara 1 +S ' Demolish 4 Rebuild Wood s Frame Residence for p "x.. direction of slope Chris Mons � I 2x2 stake ma,n I f'n EI. +5.12 slit fence Qsed loor El +li, ' d ed and / 0Yj 2. — s ?I .emd 56A s.a gP wa level 1,32 T15+7.66' brotwn floe ala HAY BALE DE-TA 5P ter tn b 455 MacDonald Grossing ood bvi�kheod i a brown bog Laurel, New York U I a� L water In brown o °"°" sa,d . $ii 1 0TF3+6.8' lo, ty S.O.T.M. NO. 1000-145-04-1-7 IL; Water in pale Powe flna$and 6GOnc Dec I, 2015 ood ® d "LMWA" r 17 u_i End of te$t hole m u June 21, 2016 Mean Ht \ter Mar TS+6.9' of tlo,,dy MacDonaid beoaclence MacDonald Grossing \ N stbd 31 b -k;19'7,2015 v a an High ter Mark Edgo N 52d 44' iI" E '32,25` e Location 43.15' a wand jetty PROPOSED SITE PLAN Mean Low Wator M ' ` AND BUILDING LOCATION LOCATION PLAN I' Of I Holddowns to be min. 14 gvage x 3 wide Charles K Southard Jr Test holes by County Marine Metal w/ m1n. holddown capacity 3000# ® corners -astened as per manufacturer fizGH I TGT show at 10'-12' below grade we have 5N soil = 3-6 ton bearing capacity USE: 3 Ton design = 6000#/ sq•. ft. 435 Say Home Road USE: loll dia wood piles = "18.5 scL. in Endwall Southold, New York IIg71 0 0 ° ° Corner stud connected 11 to transfer shear I It Phone (631) 471-5228 USE: 5 Ton design based upon side frlction - °° ° ° Load of Structure: ° 2-16d common nails " ' " cwsarchitect®optonline.net ---------- --------------------------------------------------------------- ----------- ° ° ®6" ox- First Floor 0 Dead Load = 10#/ sq,. ft. x 1552 sf =15520# � I ° 5/8" dia. Anchor bolt ------------'------ _ Live Load = 40#/ sq. ft. x 1552 sf = 62800# I ---------------------------- -------------------------------------------------- I I I I Min. 7 Into Foundation (2) f 3/4 xll I/2 ml girder W /�/ Wall Load = 10#/ lin. ft. x 8' h x 1'15 if =14,000# 4" concrete slab Second Floor �7 I I on vapor barrier 4 I Dead Load = 10#/ sq,. ft. x1453 sf = 14830# � � ' on compacted clean fill Live Load = 3D#/ sq,. ft. x 1483 sf = 44,480# � � � � L 4 % r _ # _ v DO OT ROCEED W 1'H Wall Load - 10#/ lin. ft. x g' h x 151 If =15,500 I 4'-O" 8'-4" Q O FRA "Y Roof I IOFF UN . ;;, Dead Load = ID#/ sq,. ft. x 1483 sf = 14830# I/4" PITCH �N LOCA ION W # I I 3 I/2" d x I/4" t Fo ndation all cv � HA B� N APPROVE ), �•�/ " Live Load = 20 / sq,. ft. x 1483 sf = 28660# I - _ tally Lolumn = 3) 1 3/4 xll 1/2 mi girder I IO -, ' _ - _—-—_—_--- -TOTAL LOADS: 44x18d Dead Load = 155200# + 14850# + 14830# =45180# N.T.S. , Live Load 62800# +44480# + 28660# = 13"1030# O _ _ cJ trete footing j O Garage Lorne HOId own Connection 528 sq,. ft. Use (2) 8" x 32" Rus ,PLA AR iR aREOUT ;� APPRQVED AS NOTED Wa I I Load = 27500 � I � I I N I i I I TOTAL LOADS: 20q,71o# ; Garage a flood vents ® 6" abov grade ATE: .P.# 1 I I I _E• • 3Y: v USE 10" DIA. PILES ® 20' LONG = 5 TON CAPACITY = (4-1) Piles ; ; - Sly �� 528 sf I I Q OTIFY BUILDING DEPARTMt AT USE 6X6 ® I6' LONG treated posts for deck ; ! L -' 7 5-1802 8 AM TO 4 PM FOR THE PILE SHALL PROVIDE BEAR CAPACITY AS SHOWN _ _ trX LLOWING INSPECTIONS: i I I I " ry 1 FOUNDATION - TWO REQUIRED (2) 3x 12 treated girder i 5/8" Type X sheetrock FOR POURED CONCRETE fails 4 cellin per code r 6" tep u 9 p 2 ROUGH - FRAMING & PLUMBING • El 3 INSULATION L---------- ------------- ----- ------- --- - -- ----------- ------- 6 x 6 treated I p�st I = (2) 3/4 x11 IL ml der 4 FINAL - CONSTRUCTION MUST _ L------ --------- - --------- -- ------------ -- - ------ ---- ------------- -- �: -—- -—- -— - - BE COMPLETE FOR C.O. Tank ess water he CONSTRUCTION SHALL MEET THE _ �"IeGhanlG UIREMENTS OF THE CODES OF NEW ' ' ' Y RK STATE. NOT RESPONSIBLE FOR n i " , „ 1 1 f u 1 '_ —' I I i_ a :_ a I, i_ n �_ n : : 11 ,_ " ,_ „ :_ " — i 'i Q i ,_ „ , I I (2) 2/0 x 4/0 c int 5/8 fir c d r� D SIGN OR CONSTRUCTION ERRORS. bd = 5/6" T e X she - - _ - - - --- - --- - - walls p eiling per code � `9 g Heat u CO"APLY WITH ALL CODES OF - - --- - ---- --- - - - - - (3) 2x8 hdr � p A�W YORK STATE i� T r—r— _— �_—� r -t----— --i ' L-- _ - OWN COD .S ' —�� I I I t I G I O ry v 3/o x 6 � with heater A REQUI ,r-D AND CONDITIONS DF - I I I '_ " O m '_ " m G label SOUTHOLD TOY't'N ZM - - _ _ c _t --__--- -- ®I6" O.G. _I I ' I ( I -' " = a, ... w ir�,lL �.,.,.a .I _ 2/6 x 6/ E NTR)o' Rk wim " SOUTHOLD TOVAI TRUSTEES �' ' 2x0 treate floor J its ( I 2x10 treated floor Jols�s I _t Bedroom _, /4 x 6 8 1 12x10 treated floor iatsi 2x10 treated floor �o1sts I @l6" G. ' ' GIO i Oen t0 above L = , �•�'---•--» MY.S•QEC J 2x10 treated floor J 1st 2x12 floor joists I ELECTRICAL 6I6" O.G. 2x10 treated f oor�Jcpiste I ®I6" O.G. I �' J ®I6" O.G. o Laundry O INSPECTION REQUIRED L--------------------- k4 ----------------- /4 x 6/8 c\V � _i X � - -FT— � — - -------- 4---------- - --- X a[ I 4 _ _ � 0 2z12 floor ,oist X11 ,i 2x12 floor Joists �'� `• - I ®I6 D.G. �� ( I = = It 1 016" O.G. 1 O t u� 1 1 t t � 1 1 I I t � - • �� z , 141-411 _ N . L Ql 61 I — C Vi a I 14A I®I 11 _ - 1I a - -- ' 1 1 = I - - ry x ry ---�--r- ----- t-� — I I I ry I I _I I I (V -' cc* 2/6 x /8 O m \ VCUPANCY OR - -- }- USE IS N I X 4z 3E X ' ' _ ' ' (Y._______-- _-- t t X 1 ft) X t I X - 2/6 6/8 cn -I X m = I N m I I m � _ _ pocke door � � UNLAWFUL ry I-}— _--�_ I - - l I I ^ , _ r�ITHOUT CERTIFICATE " = 2/6 x /8 2x12 floor joists ry - (� E - ®16" D.G. 2 6 x 0"CUPANCY Detail a (2) 2/6 x /8 / 6/8 I = slidingdo r Bedroom `� (3)2x12 header _y Master Bedroom 1-► _ - 2x12 floor joists J Piling and 1st Floor Plans I I 12/0 x 6/8 sldr 11 2xI2 floor Joists D = PLUMBER CERTIFICATION CA IO,N _� - - t r x I - ,� ON LEAD CONTENT BEFc,, ,r - - o CERTIFICATE OF OCCUPA{^'' X SOLDER USED IN WA TE SUPPLY SYSTEM CANNC%T (3)2x1 header x x n -, EXCEED 2/10 OF•1% LEAD. 8/O x 6/8 sldr m ,_ ,_ , r ?LUMBINCa.. '71-411 ' '71-4!1 I lei _ :� ( _ - cv /"_ . '�-UmBING WASTE ' - - _ _ Arr ' 2x10 treated floor Joistis ' I " I 6 x 6 treated post I I I ' ' @1611 O.G. ' I I I New Residence for -_ -___ -_ — --_A— (3)2x12 header = Christopher Ariens e = 12/0 x 6/8 sldr D kAINAGE INSPECTIONS ARE REOtUIRED - --_— , , --- I I _ I _ -1-0 It _ C intact TOS Engineering et is Ce ti batio � � � I ,_ E •ckflll,OR Provide Engineer's Certi4icatio ti at the drainage has been installed to Cod . 4-11 hot tub ry l l I I ry I I I I 4.1 -' X r t_ t-r--X- - � 5/4 x 6 decking m 6 x 6 trilla e _ { 455 MacDonald Crossing IN p ' FIRST RST FLOOR PLAN Laurel, New York l I 6x6 AGQ posts Habitable Floor Area = 1552 sc�. ft. SGTM # 100-145-04-017 (Sara e Area = 528 sq, ft. April 23, 2015 lo ' s eps o eat Deck Area = 767 So. ft. Pr-6U I e- prbp "� �1e ene r May 5, 2015 � t n a��Ls( 2,►� June 24, 2016 TOTAL Area = 2847 sc[. ft.= 20% e re Sr 1'r) Sl e /� A ==ti FIRST FLOOi� PLAN c / Habitable Floor Area = 1552 sq. ft. C n S ) l SYnbCarbv>'► m6ntde de Co-� N yS ,des, 06 of 5 Flom Area Ratio Calculations Date: April 22, 2015 cries N. Southard 12 2MW asphalt ohhglo Project Titles NEW RESIDENCE A R 0 H I T E 0 61 ContlMove ridge vat* --Ai-Nom How, ---------------------- First �ivvl: M2 sq. ft. --------------------- 455 Home Road ------------ -------- ------- Second 1485 sq. ft. ---—--------------- -------------------- Southold, Novi York liqll ------------------ ----------------- TOTAL 50. FT. sq. ft. ------- ----------- ------ ------------------------ HASITA 12 Mwne (651) 4*11-5228 .......... ------------ ------------- 61 -7-7- - -—----------- .......... ---------------- Lot Area (de per certified l4j255.1-1 Sq. Ft. -------------- —----------- -loor Area Ratlo)�: FAk 0 215 % "0000-0-0-000-00=00007--- --------------------- ------- --------------- ---------- ---------------- ....00.0.0.00-0 --------------------------------- lx& EDO al fas4la LWondltlormw E-90C.6/: Alo ---------------------- ---------- ----- -- ------ -------- ---------------------- ft. —--------- ------------------ ---- ---------------------------------- -7. -1 C Lot Area Co4craqa: ---------- 77'=- 7- ---------- -------------------- ------------ --------------------------------- —------- ---------------- ------------------------ --------------------------------------------------- --------------- ----------------------- ----------------------- ------------ -- ----------- ------ ------ -:: -- 7----------------- ---------- -------- ----------- ------ lee K Southwd Jr. -7: ----------- "Intered Architect ---------------------- L --------------- X- =----—-=--------------------------------------_=_---------- --------------- --------------------- -------------- ----------- ----------------------- 7- ----------=-== ---------- .. -—-—-—-—-—-—-— —- ------- ----------- ------------- --------------------- ------- ------- ---- - --- ----------------------------------------------- -7-------------------------- - --- ....... .......... ------------------- ------ -------------------------------------------------------------- ------ ---------- ---- --------------------- - ----- ------------- ------------ ---------- ------------ --- < =---- ------------------------------- -------------------------- ------------ ------------- ............ ----------- -- -------- ------------ - -------------77777=---------- 77- ----------- =-_---:Z� - ---------------- -Z7 ------------------------------------------------ ------------- ---------- =7 -7 777--1 777 : ----- ------------ ---- -------------------- -=77- ...... ------------------- ------------------ 7:------------- -7-= -= - ------------------------------------ ---—---------- -------------- ----------I------ ............ ------------------------------ --- - ...-. - --------- ---------- _7 ----------==- ---------- ,- - =- --= � ---------- ----------- ---------------- ---- ---------------- : I US------------------------- ------- 777.7.7----- .7 --------- - * __---- .. -- ----= ----------- -- --------------------------------------- ----- --------- ---------------------------------------------:- --= ---, - - - - ------ -------------------- - -------- ----------- ------ ---- -------------------------- ------- -�77 ---------------------------------------------------------------------- ---------------- -------- ---------- ---—---------- Somf Chaml Sdhg ----------------- ----------- ---------- ------------------- -------- -- ----------------- ----------------...... --------------------------------- ---------------------—--------------- ----------------------- -------------------------—------------------------------------- Roof Peak -------------------------- -------------------------- ------------ ---------- ----------- ------ ----------- ----------- -—--—---------------------- ----------------------- -------------------------------------------------- --------------------- ------------- ----------------- ----------------- ------------ ---------------- ------ -- =------------ ------------------------------- ------------ ----------------------------------------- -- ------------- ------------ -------------------------- -------- I NORTH EL ION vale 1/4@ • 11-00 — .1 0-08 61-00- WOx4/0 ox cwtorn window 2x8 header 2xb header Z 12'-40 _A01-20 x Pon € �%\ o i = V '\ W1 A� (15)2)cb rand" ==MV2-x40 IC ridge vent 0000" 2xb ratters 5b h mall .............. ------ --- x 2WJ# caphalt shh9lo o., 2xlO x --- -------- ------------------- 016600 Q x 2xO �C 114 VJS bs 10 iE --------------- ------------ --- ---------------------- 00-000< J v M)2xl0 Mdgo - ------------- - ------------- - —-—--—-—-—--— ----------- ------------- - ----__---------:-=,- --------------------------------------------- ------ -------------- alumhuml gutter ------------------------ -------- ------------ o NO Eloral rd"la door Jr - ------------------------------------------------------------ --------------- ------------------------ --------------------------- --------------------- ----------------- ------------- --- ----------- ft @PICWA 0 ----------- ---------- ----------- =X x 2xb roftere x 2xlO r. o —1)2�10 --- (So -==____-_:-___- ------------ 0160 ------------ Great Room L-—-—----—-- Ni 9 -110, 2x5 Lm Dining ------ ----------------- 2XIC I jet* -—-—-—-—-—-—-—-—-—-—-—-- -CA 0 so ------------ 16 ......................... --------- ---------- �-Boffll Cplliirwi 15ldh I -- ---------------- ----- ----------------------------- ------------------------------- ---- -------------- ------------------------------------------------- ----------- (9)2x8 rd"ters a la I gkxlm ----------------- ----------- ----------- IZVO x eldi. NO x ------------- S11 L -------- It 0, Ai 5 ------- 0 10 .................. x 4 (5) 2A2 hocAw • 77 -------------- -0 — ---------------- 0 ...... 12/0 x 616 &W Novi Residence for ---------------------- ------------------- --------- ---------------- (5) 2A2 hedder Christopher Arlers Dining Dark t t L I A -7111--j J.-A-i-J J.] EJ-71- 77 I IL 1--L-1-Ij IJ _J..-__1...1-1-1--i 1 -Li 12/0 x " eldr 121--0-0 /2-0"11�_O�— 11'-0' _g$-O' X-- 161--08 141-0111 SOU T� ELEVATION owls 1/1 V 0 V-O' 4W MacDonald CorowlN Laurel, New York 11 SOTM 0 100-145-0+-011 11 25, 2015 5, 2015 SECOND FLOOR PLAN -lvlq 'It 2015 A-2 Habitable Floor Area 14M sq. ft. M2 eq. ft. of 5 ft. 5 sq. ft. 55.1.7 So. F Jr FA T GENERALNOTES: R512.1 6uA�s. (. contractor shall conditions orad dimensions and notify Architect of hconsisternatos,prior to proceeding with any work. ` (� S ,RAMPb OR R ZM S PLoolt>,I1�rArea 1rooA,ra T Lg! T TK so INcfes atlas W. Southard Jr \\ � � cY6�ABOVE THT:rLOOIe OR eRAx IxLaw SHALL HAve arwevs NOT L�THAN:* Orales Z. The Architect Is not responsible for construction supervision unless specified by mitten aonbvat. �� ! ("a� nr Herr. M- ��a'sTAtlas WITH A TIOTN.RIS or MOIle THAN eo Jrca1�3 shall ice done In with all Federal, Intorrlattonal ICesiderntial Goch, ASCE 9-48 i Local Building Godes. 6S ��ADO'Ne TMs^�O'OR o�aRAve���'�•��`� Nor L�THAN� m�ures � R G H I T � G T S. All work \� w � S (664ftV IN H!IdW t_AWRW N MCALLY PROM Tlrl=Iron mo op TFL'TReAVS. 4. All electrical work shall be dons h accordaue with the National EI•atrkal Godo, tins Board of I=kea Iknderrrfters,and International �\(C6� L ' �( i�1IGFE3AAbDl9GK3W�NGNAlleeNGLr09eD NrTH IN"fL7GT sG1�11P+e1LL EGMJIiTI�wITH60 RVs w�TFC MALKIN6 sURI'AGe 13 UWAIM MOPS THAN so INGFE3 CUOMO ABOVE 435 � HOme RoadtEteesidisnttal Godo, Part VIII, c.Flapte�rs95-42• . continuous ridge vent r10 PLO R oR eRAM I5oW. Southold, New York IIq?IS. All plumbing work shall compiy with the International Residential code, Part VII, chapters 2'3-52. �� C� ( ` „p� b. Do not scale these drawings. Refer to written dImienslons. a �0' n ) � �� l __ -------- 6. mr% habitable spat• and every sleeping . shall have at least one op•nable emergency •scope and rescue opening. ;AP" 12 - - - . ........ .. .. .. iel�aUl WV MAW=ON OM WEE OP STARWAY%RAis W M-CIOR A MA6,BALGONil3 A NV phone (631) 4'11-5228 ' -- - - yy are shalt have a sill he er not more than 44 inches. ocJ �� b -- - _ - --- - --__ �� OR oRNAMeatrAL u�o WhNGr ao Nor ALLOW •soap• net clear hof '3:1 �"" I k - --- __ _ _ FAe&Ase t 4 I1 C+ft Olt MOM IN VL&MrM tmt®optonl� t All and escape windows shall have openhg sc ) C'A'� QQ, --------- wsarchi rIe --... _:_ _ --.- _ _._- -:- - . -:- - --- -- _ --ecce -. . : __.:_:__ - _........., G erode floors shalt have a mInhw net clow opening of 5.0 sgft. \ --- ecce-- - - - _ -- -- I. THE TMANmULAR OPMNM I<oRl�err rre RISM M.AV Alb BOTTOM RAJ.OF A WARD ---- - - --------- - -- - ------- -- --- -- - - -- ecce_._ The minimum net clear height shall be Z4 Inchee and the minimum width shall be 20 hches. ---- _ecce----.._ _-_ ------_ __ - opehg � opening � t �` ---- - - - aluminum gutty" AT TIS OPclr stlx OF A STAIRWAY AM P1:RA4t'TTED T10 BE OF lUGH A 6IZC THAT A an�lae 8. All glazing shall have a minimum classification rating h accordance table FJM-5 from International Residential Code, Windows i �� ixb t3oral fascia b fiyy PASO 61ass doors shall b• h accordnaC® with Section 8615. And Designed with exterior wind press" based on 110 m fbh. winds. �1_1 -. - _ - - __ __ ::: _. -_--- _- - sTAnt TReAVS sHAii NOT N1rOw A �`' _ -_ - _ -- - sta with two or more risers Handrail Hs ,measured above stair ----- dl. - -- _ each - -. _ . e✓41NGF�QO^hrrr�To�i�b Ti#�oul. 4. 1•larndrails shall b• provided on at Least one side of k�way ,�0 -- -- --- ------ ---- - - --- - tread nos", shall not be Is" than 54 Inches and not more than 58 knchos. ... -- - -----------------------------------------_ec===----. -.. . C 10. Provide eta Illumination dk ecth over each eta section h with the International Residential Gods section ,4 - -- --- - - - ______.._ ___-----_:-_ - ----- >rway ! kway - ---------------- --------- - -----------------------------___------____._--------------- ---------------- -- -_ ._ . --- _ _ - - - ----- 1I. All 'Treated" lumber to be preservatrvly heated and naturally resistant wood. Pressure preservatN•ly treated wood not be used as a loci battler unless a barrier can be ted for termite shelter _. ___._.___ _- -----------------------------___._________--.. natural) termite resistant wood ohall c _. . _.__.. ._.._. ._ _.._ _.._ ..._. _ y -- ------------------ Gods. - - - - As 85243 of International Residential .. . - . --- -- ---- ._ - Pa' ----- -----__-_:_:- _ __J � - - I- ____ ____ � -11- - - If- O 5TRUCTI ON MOTES: _ FO _ _ ._ - - - G _ . -_. .- ecce . _- __ . _.. . . - - - - --- - - -- -- - _ . _ 13oraI Channel Siding I. All footings shall bear on undisturbed sou of 11/:t ton bearing capaclby _ _ 2. concrete for footings and foundation walls shall be 5000 psi ® 28 days ( - --- - --- - - -._- : ----: : - __:==__==____=______=- _ --_ volume - - - - -- -- - - - -- _ _- - -- and have between 5% and 9M air •ntrahment by _ .. - - - 5. All concrete stabs shall be placed on clean fill, compacted to 415 denslty. - -- - _- - - _ - - - - 4. Gonlrxete for garage slabs, old concrete exposed to the weather shall be -- - _____'____=_______________ _ -_ __ - - _ - - _ - - _ _ __-_ 9SOOps1 ® Zb days and have between '.fS3S and 9SCS Orr •ntrakrrnent by vohxra - _ - - 1. - - __ _. ' _- _ - -_ :_ - __- ------ 3. All Ium�lbw shall be construction g�ade, Hem-Iffir, 830 pal strath. - ------ - ---- - - -------- ---- ----- __-__- --- __- - ---- - - - -- - -- - - - _ b. Double by mhg around all openings. - : -- _ - -__- - -------------- -__ - - _- -.- _ -=--- --- - -- -- - - --- - _. ._ _ _ _ - ___- ecce :-_: 9. Double floor foists under all partitions. - - - . _--- : -= ---- _- -- _ - - :-::--_.-:--_-_-'--':_=.__: :-:- - I---- - 8. Headers over all shall be (2)2'x8' unless otherwbe noted. - - - - _ - - - - - - _._ _ - - openings - _ - -- - -- -- - - - - _ --.- - : - -_ - _ - - _ - - - ---.-- - -- - 4. Double 2"x4" posts under each end of all headers and glrcWv. --- - -_____ - _ - -_ - - - - - - --.- 10. Provide metal tet hangers rlFore all mnemibere meet flush headers - - _ - - : - _ -_ - -_ - - - _ - - - .. : . _: Bora) t siding �o [I I I ---- /�_ In irsd at all corrsaled within wall, ition, floor, - . : _ _ - II. Firestopphg i - - _ -.. . . . -_ : _ .. -.-. - - stalr,citta, or cornice construction, and ar+axnd chkrnnner�, Pips and duct open". - -- - - - - __ __ - _ -_ - -- I----:,-.--..---.--------+--- __:. _-- -- -- - __-----------------:L material ! ---- - - - - - - _ - - ----- _= _ _ - - _-- __ -- ----- - - -- - Such construction shall be fk••••sI-- i 1 or filled with non-combustible - - -k! I _- - --_ -- - - - - - - -- --- -._. _-=--_-=_=====_=_-- - - - _ Idsntlal Godo section R602b ---- -- -- - ---- - - _ -. -_ - - - - - ---- -_ _ _-_ -: _ :: -- --- - -- Refer to the International Res -- :__ -_ -. - --- IZ. Wail i Gsrid�g finshall be In accordance with section 8314 of the International i _ - - - - - Residential Code ! ____ ._ . __. - - -_ - _ 15. Insulation shall be h accordance with section 8522 Reside�ntlal code of NYS i : _ - 14. Wail coverings shall be h accordance with section 8902 i 905 of the International':; Residential Gods ;'' 15. Asphalt shingles shall be Installed in accordance with section 8405.2 of the International Residential Code i Et Ib. Dryer Exhaist vents shall be Installed h accordance nth section M501 of the International Residential Code j 19. All mechankal systems rwk shall comply with the International Residential code, 64Insulation. Note, All insulation shall bo installed W motsturo vapor retarder on warm-h-winter side EA5T ELEVATION In accordance with section IQ322 scale 1/4" = V-O" . SECTION Rs24 FLOOD-RESISTANT C-aaTRUGTION 8324.1 oe.wc'. Duildkngs and structures constructed h whole or h part h flood hazard areas (1rncludIng A or V Zonnes) cs establrsFned In Table mol= shall be designed and constructed h accordance with the provisions contahed h this section. 8524.1.1 Structural systems. Al structural s�st�ms of all buildings and structures shall be designed, con fl ted and vaanch odt des M flotation, tion,elecollapse op permanent lateral movement due to structural loads and obveP524.1.2 Flood-resistant acamtructlon. All bbulldings and structure. erected h areas prone to flood" shall be constructed by methods and practices that minimize flood damage. . 8524.13 Establishing the design flood •Ievatlon. Tins design flood elevation shall be used to define areas prone to flooding, and . shall describe, at a minimum,the base flood elevation at the depth of peak elevation of flooding (including wave height) which has a I percent n par flood) or greater chance of b• •quoted or exceeded h given year . 8324.133 =board. A freeboard of two foot shall be added rihsrs the design flood elevation or other elevation Irem ants . 1 are Specified. 8924.1.4 Lowest floor. The lowest floor shall be the floor of the lowest enclosed arca, including but f, ;r ,;! _ _, . 12 -__.____ - - ------- _-----------------------_-- -------_-_-=----_---- --- exelud any unfinished flood-resistant encloser• that is useable solely for vehicle parking, bull" access or limited storage e ', " - ------ - _----_-_----- ------_. _7.___'_____- ------.--.,--,-.. . -----_- - '/Y'. b - -------- - -_ - -----==- -- - - --- -- - -_____--- --_::_ 24.1.3 Prot•etlon of Imecharlkal andioleetrkato the but hg or ter• in vb of this seetand haat ventllat ar �` `% . , - - _ ecce _ --- - - s . -------- -----.._..------------- --- -----_____ _ -_.............._ecce. _ --------- _____------.._...--- _ -___.__ ---- __-_---- --_ - - ---- - k'l9 P '�9 P k'r9 fixtures duct systems, and other service equipment shall b• located at or above the ( <t`�^:' ~..` r � � •fit � � - �, A - desc�n flood •I•vation les cs Mied h Section RBZ3.133 If laced eaa of a substantial 11 ti r`: - �._._ , . .1 i i , - --_ecce - _. __ _..._ alumhum gutter eleatMcal systems equ p�xnent and components and Mooting,venntll air cordtlonIns andp p nq appliances pllxr�ing fixtures �� � Ixb Korai fascia duct systems, and other service equipment shall meet the rec�u of this section. Systesrrnobmbidures, and equipment and comybornonts shall not b• mnounted on or wails intended to break away under flood loads. ton: EI•ctrical ' ' - - `_ :- .=---- -.-::::.-___====.-:-:_-----._:_:.-_______:::::.:_-::.====_-:___._____:-______:..::_:: ::___ : - - - --- -______ systems, egvipmant and components, heating,ventl :11ocated air condition and plumbing appliances, plumbingg f�, duct ------------------- -------- - _---- - ---- ----- -...----- ----- -_ ------------ ---- - -- ---- - ------- ----- ----- ---- -=-- --- terms and other u aro tiled to--- - - - - -- -- - ----------------------------------------------------------- - - - -- -- - --- ----- ._..-------- -- --- --------------- - --- - - _---= -- service below tin• des flood elevation that are - -- t provided - _- :-_-- - designed aid ins hg or acaumu hg within tins components and to resist hydrostatk and - aorta loads stresses hclud the effects of _ _ecce __.. . .... . :.::__.:_: . . _ ... _ ._._ ..__.__. _ the occurr•ncs of flood to the des flood elevation :_-- C5 11 ----- - =_ - _:. _ - - - - _- -. . h compliance with the flood-twistant construction uk+e the Dull Cods of Now York Electrical w ----- ------ - .__ - - - be loud elevation Elevations _______-_::=_:____ -- ..... .. .. .. . -............ ...... . ..._. --.:_ _ _: __ _ :_-----_:_-:-:::------__:_-____--_-_-__= ow a ev conform wlec Ica of : the _ -- tons of tins tr are ion provided they cont the provis -- -- _.. _. - -- --------._.--::---------:----- -._ ... - - this odds for wet locations. pert _.._.___.__- - -----._----______________-_______-__ __-_-___________-_-__-_________-___ 8924.1 b Protection of water and son tams.Aleve -______1------- --_ - - -____: and replacement water I toms shall be des to _ - --- --- : - --- ------------- -- J sewage n'oP ' y ------------------------ -- - minlmlzo or •Itmhate hfilbvtion of �Iood waters Into the systems 1n accordance with the plumbingprovisions of this code. Now card ------------- --._.___ __ ---- ------- ----_ -_:________________=L=. .. ------ --- lacernernt stntarts shall be des to mInkn"ze or elknhate hftl".ratton of floodwatero into terra and _-___--_____-_-_-__-:::--_:: d from sys __p oodwaters In with the plum" provisions of this code. 8924.1. Flood-resistant materials. Build materials used bel p _-1_..___________.________-- ________---_--_:__:.:__ _--- :::: - __ _ . flood------ --------------- _ -.______-_-_____- __._______----: :-- :_-------:_____-------:_:_-::_---------------:::____-_:____--_- ood •levatton shall------- - -- -- - � -------- ---------------------- -------------------------------------------------------- Ing with the fol lowing -- -- ----------- ---__ :--=---- -------=--=--7=,=-=---L--=::-=-----===:----- I. All wood Inalud floor sheath shall I be No d comp y - - - ------------- --- -- -- - - - ----.__ _ .. ------- - --- - . --.---------------------------:---------------- h accordana® with AY�A 01 for the species, t ------=-----------------------= ------------------------------- . --:- _-- -__====_:-:_-----.--:-_--:__:_- ::-:-:-. :_------:: :.: ---_ h9 "e'P spec prod6uc , _ _ecce. _. . ................. ........Doral U�anrnsl siding -_ _ --_ _ - -- - - - Ne and end use or be tris Istant heartwood of --------------------------- ------ -------- ----_-- -- --_ ------ --:-:-::_:-_-:--:_.:--_:_ . _::_ --- - - --- - - - - - lack locust or cedars. Preservatives shall be listed __.._._ ..-.---_.... .........__ __.. - _ ecce _ _ _._.. - - --- ------------------- --------------- __-_ - -.-: -----------------------------------_---:--:--:--:--:------_- .___ -- _-:- --:--:_____= pr redwood, b _ . --- .. - - ecce.. .-- ---- - -.._..._ .._ ._ - M 4 of AWA UI. _------ - ------------------------------------------------- ------------------------------------------------------------------_--...--- __ - -------------- ----------- ------ ----------_.-_.. - thocin used f flooring interior and exterior malls and wall shall cont to the ----- --- - - - ------- -- -- --- -- ------------------------------- -------------- --- ---- ::--- ----------------... -- - - -- ---- - - or oor a was wa cover conform - -- - - -- - i [F I - =_------- PE�tNPIA-TB-2 - - .... --- - -- --.-- - --- -- - -- --- -- - - - ---- ----- - ----------- ---- - - -:_=___- -____=_-- - Dors 24.14 As-bulli elevation c•rtMkutTors. A licensed land surveyor or Istered des es+sronal shall certify that the betiding - ---------------------- --------------- - --1. -- - - --- -- -- ------------------------------------------------------------------ - .._._... - -----_---=--------- - or structure h In with tiro elevation h•mnents of _e c ce- ___ ---- ------------------------------------------------------------------------ ---- - (lanae 3eatlon 29.2 or sora) channol -_- ---- = -- - F:__ --- -_ - - --- - -- - - co^'� rage . - - -- - - _-- -_ . _ _: :.. __ :_..:_:_:::::..___::__._ ._ecce_. -. :::.:ecce.. . _ - . . - - ___..:.._:::.:_:_::_:.: _.. :_ : arcs Ing zones). determined to be prone to flooding but not subject to high :.__-..._:_::._=:- velocity wave action since la• designated as flood hazard ansae.An bun and etruatur•s aonstructea In whole or h part In - : -_:-__:==::-=_ == ____'__. _ hg� _ ::_:_:__::.::._::-:- :. .-._.:_ flood hazard areas shall be des and constructed In accordance with 6.Cttors 8924.2.1 RSZ4ZS. ecc --------------._- _--- --- _. . ... --- - ----- - --- - -- ----- .._. _ec=----- =-::_--------------- Ignsd b'r" _. .--- - - - - _ _..___. _---------------------- ------ecce_- -.. - - _.. ._ ...__...---- - - - -- --- ---------------------.... ____z______:_____:_::_.. - . R524.Z.1 Elevation requirements. ------------------------------------------------------------ - - ------- ecce.----------- --- __.__.--_-- ------- _ --- --- _____-- --- -- -------------------------------------------------- -- -----------__-________ __________________-..---_-- - -------------------------------------_---.---- I. Build and structures shall have the lowest floors elevated to or above the des flood elevation plus freeboard as New Residence for ----------------------------------------------------- -__ ------_-________________7____: --------------------------- _:::____-_=______::__:_"_-:_:_::__'_:_-:-:_:=__: ---------- -- - - ---------------------- - ------- --- --------- - --- -_ -- --- -- - spec In Section 8925.1.33. ----- ------------------- ------------------------------ -------------------- - --- ---- --- -- - _------ - - 7_-_ - -- - --------------------------- --------- -- --- ------ -- - - - - - is Arlene -_ __ __ -- - -- - - _ ----.__.- _-_ --- _-- __._=_____.__.:____ ._ - - __ __ __ - ----- -.-.__ - r -- -- -- ---- --- -- -------.' -- ---------------- ..--- -::_.-_::__...______________:______.:_-:_::____::.-:____::__:_________-_:- ._--- 2. In areas of shallow flooding (AO Zones), buildings and structures shall have the lowest floor (Including basement) elevated at _. le st as -_-_______-__.__:_ __-_---____-___:_ _:....__ -__ -.. .. - -- - - -- - -- -------___ ----::..-- -------------------=.::_'-_=_'_-- h above the h tad cs the number - _.._ _._ecce ifled h feet (morn) on the F!l�M, or at least Z feet (610 � = D _::----:_- ____-__::..:::._._:------:_::::_-:__ -:_._.-.-_..__________:'__________*.'_=_____'____ --_ . - __-____ - ------------- --------------------------=--=--= s t 9�"ade depth spec 0 0 0 0 _._:_:::_:_ ___:-_ _=-_ -------------------------------------.. - ..-- -- ----- --- -------- ..--- - .: : _ M a rrirrnlaer is not specified. -- - -------- - ---- -- - - - -------------------- - ------------------ - mm) �c ---------------- -- --- ---- -------- ----- --------- --- ----------=-=-- _-__ :------- - ----------------------------------------------------------------------------- - NS. floor that a•• below on all sides shall be elevated :::---------- ---------- --- -- - - -------- - ' - - -- ----- - ---------------------------------------------------------------.- ----- to or above the des flood elevation plus freeboard as - ----_'==--- ----------------- . =n:-.�-_� _�- --- _--- __ ----_-_- .----- -- ____ --------::-----_--------__:. --------:-----_:_:-: :-.. _:-- - ----- -- FM I -------------------------- -----=-------------------------- --...----------------= -- ---------- ------------------------------------------------------------------------------------------ -- •sv I floors are - .. -. . ___.__._..._._..____.----.-----_._...._....__.. _--- ecce..-.___________.._..-. __ _ . _ _ .. - - Exc•ptlon: Enc osed areas below the design flood elevation, Including basements whoa® -- - _- ..__..:-_ --- - ... _ _ _ _ Section - __...... . . ........ecce_. _......._._....- --.- --- .. sI Rpecified In grads on all sides, sinal) meet tins rsqulremonts of section 852 .Z.Z. - --_. --- - ...- -__._- - ----------------- - -_ _ - - it R524Z.2 Enclosed area below design flood elevation. Enclosed areas, hcludhg crawl spaces,tinct are below the design flood - - - - elovatlon shall I. Do used solely for parking of vehicles, building access or storage. . , .ir I - . I . 2. Do provided with flood open" that moot thi following cNterla, 2.1. There shall be a minimum of two openings on dlff•ront sides of each enclosed areal if a building has more than one enclosed 4550 MacDonald Gross ing area below the design flood elevation, each area shall have openings on exterior walls. 22. The total net area of all openings shall be at least I "paro Inch (645 mm2) for each squat• foot (OAg5 m�) of emlosedl Laurel, Novi York II area, or the open" shall be designed and the construction docunnents shall Include a ste.:ome+nt that the design and Installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for this automatic entry and exit of SGTM # 100-145-04-0111 floodwaters. . 23. The bottom of each opening shall be I foot (SOS min) or less a�bovo the adjacent ground level. 11 23, 2015 2.4. Openings shall be at least 5 Inches (`ib m W h diameter. 5, 2015 23. Any lowers, sar••ne or other opening covers shall allow the automatta flow of ftoodmaters Into and out of the enclosed area. Jul '1, 2015 )NEST ELEVATION 2'b, Openings Installed h doors and windows, that meet requirements 2.1 though 23, are acceptdole;however, doors and windows y scale ���° = inn w shout installed openings do not mast the r+qukemonts of this section. �. 8824.23 Foundation design and construction. Foundation walls for all bulldings and structures erected h flood hazard areas shall . I - moot the requiem onts of Chapter 4. 8 Unless doe" In accordance with Section R404, 1. The unsupported height of b-Inah n52 plate masorry walls shall be no more than 5 foot (414 mrr�. . 2. The unsupported height of b-Irch (205 mm) plain masonry walls shall be no more than 4 foot 0214 min). ' S. The unsupported height of 8-Inoh (209 mW relnforc•d masonry walls shall be no more than b feet (2498 mm). For the purpose I 5 of this exception, unsupported height le the distance from the finished grade of the under-floor space and the top of the wall. DESION CRITERIA CHARTS FROM THE: RESIDENTIAL GODS OF NMN YORK STATE (56GTIONs 8901 though R9os atlas W. Southard Jr continuous ridge vent CLIMATIC AND 6CowtIPHIC DE516N CRITMA section Rsol Table R901.2(U AG H I T G T -- -- --------- - J Collar ties a sv r0nd S•ismta sub t to from Winter Ice shield Flood third it of r snow Des Frost IkIA Pa Load Depth Termite neeund•rlayrnent 455 Bay Home Road 285 asphalt shingle metalled In 200 120 15 Severe Is foot •-mod II WA Southold, New York 11�1'll Oixordawo Y41% section Rgo5.2, 156 felt, I/2' plywood sheathing / Aluminum Sutters 4 leadere s" R Itu batt ul \ �. Phone (651) 4"11-5228MECHAN I GAL EGU I PMENT NOTES: cwsarchrtocteoptonlIne.net Ineulation baffles Min. i' airspace to be mamtah,3d I. Heating system shall be a Natural bas hot air system. The hooter shall provide a rnhhw of gOp00 btuh. 0 location of all ridge 4 soffit vents The hoc" system shall have a minitim rating of 60% •fflaiency 2. The olr aondttlonhg system shall provide a minhvn of S tons of coolhg. The heater shall be of a mhlmum SEM 15.0 rathg. I/2 g pw m board wall i "1" _ 5. systems shall be controlled by a minhmum of ons r-I'Ve unable thermostat. 4. All ductwork shall be Insulated with a minir n of R-6 hsulation 5. All water piphg shall be hsulated with a minimum of R-4 2 x 6 studs ® I6 « oz, 6. The wmmum water heater shall be an on demand wptwn of a min of a qpm at 125 degree water. . 1/2 plywood sheathIng, cementlo a 5/4 Tib plywood sheathing 5/4 Tib plywood sheathing _ It shall be have an efficiency rathg of 6M mhbwm plank siding, I/2" Sheetrock„ 5 I/2" glued 4 screwed to,Joists glued 4 •crowed to,foists ■ R-21 Insulation.and R-5 ri1ggid Insulation on exterior. Note: All inarlation SE to be Installed w/ moisture vapor retarder on warm-In-winter side In accordance with section 8818 k 5/4 T*6 p1rood sheathing 5/4 Ti plywood sheathing Proposed Floor EI +11.0' glued 4 screwed to foistsL�j load screwed to lets 5' vent thru 2 vent thru I roof r MIn Floor EI +8:0' 2" vent 2" vent Proposed Sw EI +8A' Base Flood EI i Highest a2 - Lomst Sr eil - - -kitchen - > tolls lavelton sink nckg fr rtor d hwashor A 2nd Floor SECTION EAST TO NEST scale 1/4' s V-O' ■ 5" vat ' an vent wasler b' step downtub Ilei ilea 2" do&jn 2x10 Floor,jolsts , . spa - air • dockjolsts lot 1F oor en ■ ,f■ t'1 ■ — wast• erode — Ii I/2 gypstirn wall 4 cellhg To •xis 4" GQbttvr PlumbingRiser Diagram �^ not to scale Nff LEW THAN NOTE es IAbrtit,'b FIIS!#i N " IAR! Solder shall contain no more than .20% lead Detail "A" iWLS SHALL icor NJ.M - Water supply piping shall be PEX F/�1�Or A « , « Waste and vent ehall be P V.G. or copper seal IIs ecalo I/2 I-04 INcfes ltd Dist Vly torch down roofing / . plgv400d sheathing _ Ix6 US Cedar Decking 5/4" Sleepers e2'-0" oz. 2x6 Treated plate 5/6' X12' long anchor bolts a 52" o.c. Proposed Floor EI +IIA' 1 Proposed Floor EI +IIAtermite shield 4 sill New Residence for M sq ft. Use (2) 6' x 52" sealer Insulation Christopher Ari" Mm Floor EI +8.0' flood vents e6' above grad• 4" concrete slab on v barrier 4 Proposed Galatia EI +8.0' on c�pacted clean fill Base Flood EL-4--H st Grade +6.0 sealer Insulation LOW©s gr 6" concrete foundation wa!I 6" thick x 16 We conwete t" s ifoPr'oofti9 455 MacDonald Crowing Laurel, New York II SECTION NORTH TSOUTH sGTM # 100-145-04-011 scale I/4' ■ I'-0« April 25, 2015 5, 2015 ,�--4 Of 5 FASTEINIM sGCOAM 1`01%sTiWOMWA1.hem Roof PAP& r to Zx l5san4 Too Nal 24" — Mlnhwm Uniform DrstrobAed Live Loads ROOM PLANNING FZQJIF45oMTS Section 8903 - R5O5 Be"TAKE 2004,0i.1 feats Nan Z-Ibd — Sect�lon 8901 Tgab � U AREA MI WA NATURAL_ NATURAL. Ar�eS �. vL'5utlPMON OP DUIL0110 Nine AND rt"OF srAVW OP PASTLTCRO .loft to eeand Paco nwl e-Ied — (sq-W GEILINS LIGHT 8% VENTILATION YOM HEADER 3 Southard it a• s — Waco Nan s-lea — Use o oi�IGE 142.0 q'-0" II 4 . ft. .°� FR G }°°F I T G T ,blot to sql1 a toe Hall sobs — structural Floor,Root,s wall < V�' bd GJ. — Exterior Balconies 64 14 6AIJc5E ANGHOI: WITf55:I aasAAT 240.0 q'-0• 1 .2 . f t. to.Iotet z-ed — sbrrclwd Floor,scoot,s wall "VW-6/4' bcl 0 or bd t — Decke a 40 �KiTGH�! Ig2.5 q'-0" I -1. UPLIFT CAPACITY OF 14000 e° toomal oath and Z s AND LATERAL CAPACITY ' atruatural !'loci•,Root,s wall 1/6•-I' bd Co — P vehicle 0 50 F�DININS RM ZSS.0 q'-0" 20. OZ • Ifo�bor or law to each,�obt, I — GIVU64ralMOW,Root,s wall I Un•- 11W led D or Od V — Attics wrtFfout storage 1 10 �"MSTR BEDW 2bq.0 8'-O" .25.2 sq. ft. 11.6 sq, ft. 7000. FASTEN A5 PER , I 4M " Now Road Z'subtloor to or a�Ardor,bPM and tate nal 24" I60 ox, wrUcItura door,Root,s wall <s/4' bd t — Attic with O ZO :: 1 145.5 8'-0' 5. MANUFACTURER ATION "° Southold, Nest York I lgll sole to a foes mall Imd — Poor(door t to W-1' bd a — i:SeVROOM 2 112.0 8'-08 A .E " T or sols to and nail 246d —" floe•(sd*kvr ! to I U6'- I V40 IOd D or bd t _ Sleeping than sl rooms � P1'tone (631) 471-5228 aw to sods toe mall 4°6d Or 246d 240 o Pawl 60 < VZ bd P — (2)2X4 POST cwsarchitect,®optorlline.rlet tav"A studs face non ibd l■arxel CW alar bd r — Stasis '40 TS Voubis lam face nam Ibd — mails and hartdr'atis 200 C'ONSTRUGTION L S OR W D + L t7btobls face Wall O-Ibd 1660.6. f'berboard V2' II neMl N ROoa l.f'.360 L./360 1/240 solo to or at br+acod"all 9464 — boa's ed or bd a Attach to structure with 5/8• lag belts PLASTER GL6. LI24o L124o L118o Post deader Connector Ga Ooubls top pkrbw,mewrnrnn 46-t�eh othat 8-Ibd — Ir�lartor Pawl V4• 4d.! — ®24 O.G. yPORTINb NIOLASTtR GLb. L/180 L/180 L/I20 C#ams face Hall In ar+oa Interior ft of ab' 4d K — a Attach W Concrete with 5/8"Blackkq betweenjolrbs,or rafter s to 9-8d Anchors 6 oa. Por sl/ 1 Inch ■254 mm,I foot ■ 904A m%I role hour■ IAOq krnlfi. A Elevated Floors shall ZOC�A01?O in. A `' L too mall A.Comma,or box nails are p«melb.d to bo used oxosipt Wo o0wrwls..tated. suppo 't sq. _W. KOCLS 4 INTMOR PARTITI 0 O.C. FLOOR MEMBElis LJ24o OPENING l'�1�CHORS Mn to toe Wadi bd — Tap plates,Zaps at Conor a oll s-laa e.Nan..pae.d at b'o.c.at oclgw,IZ'at htermwdlate supports.except r�wr.span 4e'or more. Por nd" I No storage with root slope of less ilxm 5/12 WITH BRITTLE FIKSMS (,1240 NTS lnbrsectwo face nam I6'oz. each of wood obvictural pawl and pwtt k bowd dlcom cin s and sheat walls,Teter to soctton�. Nails for wall WITH PLEXII3L.E PINI514E5 LA2O hoader,two with IM I6d 160 oz, oath sloatle we permitted to be common,box or casting. C..Com nwn or defamed shank Wed-Borne Debris Protection rveten�9�g le for Combtrvod treader• two l6d V.Comrr�orw Wood :structural Panels Sect. 901 Tawoie R90IZ.12 f±ffn.9 looft to iota toe null 5--bd rL tok+rnod shaft. � ,. Fastener Schedule 11 Steel (Mini �hsad�er to toe nail 4-6d — P.Corr�oam rwbtant siding or casting nail. T Panel Span 4' < panel *pan 6' < panel span Joist over face nal 94" — e.Pastensr�s spaced s•o.c,at extortor ede n and 6'ox,at Intwwadi ila support. � 4 ' S 6 foot S 8 foot Y,�D _ ceftM loft to bI rafters face nail sled — K Corrosion reslsbat rooflx�natb with IA6'danster head and I In• for V2•sheatt*rxg and I s/4• length 2 I/2" Rat'teer to late toe Hall s-bd — for Z"r dwd"Ag. Wood screws 16" IZ' q' 14 6AIU6E Y�l1TH I•brace to each stud and plate,face nal 2-6d — 1.cvnv ton r ablant staples weir rromlxal -IIIb•crown and I V6' length for VZ• slwal#sxg and I tW h for 21/2005 UPLIFT CAPACITY OF 18000 Do 'dwatt s*anal support at 16,oa.Ao`It the sh ax�h axis w ttw Jong dvoctlon of Ow parol Wood screws Ib" 16 12' AND LATERAL CAPACITY ° Floor, Irk 8•siwathtng to oath b�sarl�xg,foes rxall Z-bd — ° ° ng cissas othsrwae fid• Wood Structural Panels with a mInh= thiclawes of 9116 Inch 14000. FASTEN AS PER ° ° older than IN V slwathaq to oath bearlxg,fats non 5-6d U Cas"or ftnxh falls spaced 6'coo on panel odgss,W or..on t�ternoc!W*supports. and a maxknum span of 8 feet shall bo permitted for q�enW9 ° 11 &xmp Steel (Kmj Ott K.Panel«rpparts at�4'.ca.a,g or f fth nail.spaced b'an pawl edges,IZ'on Intwwadlabe supports. protection hone- and two- story burlc�hgs. Pan�*Is shall be Joist Hangers c°rnor stats Isd 24"o L Por roof shsalhtg eppltcatlorxs,bd nabs are ttxe mine r+egiA^ed for wood stnrctur+al pools. attached h accordance with this tabs%.. ° o ° ° Flush header and boaans,s-txch god Al's'o p a d�botto K staples*41 haw a"ft crows wtd�x of V16'. ° ° ° n�at N.Por•roof siwallit applla haw,fastamm spaced 40cox..at edges,6•at Intrnwdidle edge.. ( 2X4 POST ° ° �--- Floor Joists Collar Ti®to Ratter° I doe Nan s-lod — o.fosterers spaced 4•o.&at edges,6•at Mlirmsdats support for vMlocr and wall siwalteng and s'an center at edges,a6' at I tarnm4dide supports for root si oaEfxcc .lack Ratter to Hip,T" Ndl 2.16cl — 10.falterers spaced 40 o.c.at ocips,6'at iitwwwdtate. Mush Header Detail d+Lale ("■ 11-00 t- w �0/h-A0 ter connectors as required r — 1-1/4" x 20 guage steel strap w/ c� -- 1 hplCwn capacity of 155 pp rafter 1 r Floor DOUBLE TOP TE -goof Framing -- 2ac6 BUCKING T:SMAM5 TO ENSURE LO PATH Lateral for 120 mph wind V CM 2X6 WA'L S Lateral for 120 mph wind MOM q" "1 batt insulatlon 8'■192 M x 193 ■ 1960/rant S�ATMi� Min. I alrspace to be maintained ® P 1"20 P,,. q'■143 plf x 195 ■ 1950/raft IZ loratlon of ail ridge soffit vents 9'■145 plf x 199 ■ 1990/raft WITH .JOINTS TAG6E1@ED 15/32 pkpwod sheathing Header . 6 fes to all mtember s A A SHEATHINS OVERLAP AT WINDOW 4 DOOR �..� TO LOAD T'I@A�R AROUND with 06d Walls e► b• OCG. on edges and 12. 0.0. on C�orh'ectlStudsorRequired) �—0102" a TO TORSJI7RAG STRUTS a .. ergsI o ?ted a, i 0 0 — ■ use (2) toenails each stud to pl 23 �0 Uplift correctors as required TYPICAL OPlS•IING �,+ ° use (4) face naris each stud to 5400 I 0 point "A" See Design "Notes _ 4090 / 195s ■ c4) IOd Halls min. °� + I 2400 pit For windspeed' For appllaabllity ZXb ®Lc7GKl AT SEAMS i/1 x TO M LaD PATH T ■ T- "0' Q PVWod sheathing to be ---- -- g N, ' blocked with Zxbb at all seams _ 15/32' PL SHEATHING WITH .J011�i'T'3 o _ to enure continuous anchorage Notes t Details c� x ' Plywood sheathing shall beL NO upilft �— -?xb WALL ' IL tt Il x overlapped from first to Jtory ftqu�Connec� ■ BOTTOM TE Na I l to roof Connection A } to maintain load path. � lot Floor ZXb sl PLATE ■ shear cq:kmlty on 10d common nail in 2x ■ IMP/face naked 7 q A ll use (8) 10d common Hall /rafter ■ 1315" /face Walled x (8) ■ 10800 oK A x witl,dr••awal capacity on IOd common nail in 2x ■ 560/face nallea 2 f Stud t0 b late at each floor it 5 E> NOTE, ALL SFEATHIN6► SHALL 13E INSTALLED IN STRICT * iz shear on IOd common nail in 2x ■ 1950/ face nailed R/ ALL D TAIL. r T I TTS ACCORDANCE WITH DE516N ANY mmse use (8) l0d coon nail /rafter 560 / face nailed x (8) • 4480 OK ,1 w wltheln i c pacify on IOd common nail in 2x or ft*/face nulled Opening Framing Detail i I ��M�D OP�i�I I�lG DETAIL 1XVIAT loN MOM DESIGN SHOWN MAY REmiRe 0scale, In ■I-0" ADDITIONAL STRAPPING. ■ 1270 / toe nulled Scale, 1/2"01'-00 shear capacity for rhearwall assemiblles CL ■ 15/82 plywood sheathing 8d nails a 60 oz ■ 2400 pit 4• wood siding g2x6 framing ® I6" 0.a. Provide strap from d wh Iloor Lateral for 120 mph wind Ni�-GM rigld Insulation joist to girder 3x6 Treatedp late 24'■245 pit a 56/24 x 1.5 me Oft plf x 155 ■ 460 sealer lnsulatlon 15/52 Ind sheath termite shield i sill ° Ridge connectors as required faster;od to all mmbeF5/8" x12" long anchor bolts o 1-1/4■ x 20 guage steel strap w/ with 08d nails ® b• O.C.. on Kth 50 square, slotted washers o Tension capacity of 500 pp rafter edges and 12� 0 52" oz. within 6• - 120 from o Lap sheathing fastened as per manufacturer re 10,11 end of plate section and ov Jolst 4 plate to min into concrete foundation I2 Fx 455 MacDonald Grossing Foundation to relate to stud "01 " L 1]7FNOTE5: aurel, New York 11 SCTM S 100-145-04-017 Lateral for 120 mph wind i^ -CM uplift cctpaclty on nod corrrron nail in Zx ■ 1270 / toe Walled I. The r4inck w sizes and styles shown on these drawings refer to "Marvin Ultrox" 1290 /toe nulled x (5) ■ 655 0/stud 5/4' dna. bolts a (2) pircomet on DOLLAR TIES ARE This Is for the purpose of Illustration and pricing only. 11 25, 2015 VoI52 If x 195 ■ 1960/stud ■ ■ 2. This connectors required or shown on the" draw for Nurricane Resistant Residential Construction shall 5, 2015 P 1:3/:82 plywood sheathing 8d Halls ® b oz 2400 pit RIDGE STRAPS ARE NOT nisei or exceed the des uineensrtt eta shown on these draw and shall las installed in accordance w q'■145 pit x IDS ■ 1990/stud 2400 pit x 198 ■ 514.2 0/stud Pile to I ate to stud "02 ll � � req �` h� 1th the Tension Capacity of 5/8" artrhor bolt ■ 5095 f each Ten*ion Capacity of 5/4bolt se 9050 ft each tins marwfaeturers requlns�ertents. The contractor may used any product which will provide these design specifications. -5 ' Products ad enarwfacturod by "Sknpson Strongtle' are shown for the purpose of illustration and compliance only. Shear Gcgpocity of 5/8' anchor bolt ■ 9025 Oti each Shear Caxcfty of 5/4• bolt • 9690 0"s each Ridae Connection S. These cont>ructron documents have beenprepared by or under the direction of the Architect whose seal and s le leftre Scare, I•■I'-0' have been aMixed upon these documents. Ary add1l; deletion, or revision to these documents or the work s Connection Details wt umh these docents, is vlofatlon of the New York State Licensing Law,and argon who dlrocto additions, letions or revlsrons will be held responsible. 5 Scale, 1•■11-00 -