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HomeMy WebLinkAbout40004-Z yra�r ����gUFFUd,f Town of Southold 6/19/2017 3 P.O.Box 1179 w 53095 Main Rd ©��p� �p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39020 Date: 6/19/2017 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 2030 Boisseau Ave,Southold SCTM#: 473889 Sec/Block/Lot: 55.-6-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/10/2015 pursuant to which Building Permit No. 40004 dated 8/13/2015 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: REPAIRS AND ALTERATIONS TO AN EXISTING ACCESSORY BARN AS APPLIED FOR The certificate is issued to Wilcenski,Daniel&Wilcenski,Melissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40004 12-06-2016 PLUMBERS CERTIFICATION DATED o � e rSignature Suoi� TOWN OF SOUTHOLD BUILDING DEPARTMENT a ` ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40004 Date: 8/13/2015 Permission is hereby granted to: Wilcenski, Daniel & Wilcenski, Melissa 2030 Boisseau Ave Southold, NY 11971 To: repair and alter an exsiting accessory barn as applied for. At premises located at: 2030 Boisseau Ave,Southold SCTM # 473889 Sec/Block/Lot# 55.-6-40 Pursuant to application dated 8/10/2015 and approved by the Building Inspector. To expire on 2/11/2017. Fees: ACCESSORY $503.20 CO -ACCESSORY BUILDING $50.00 Total: $553.20 Building I spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802, APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,4957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 - 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. � ; q New Construction: Old or Pre-existing Building: V (check one) Location of Property: c2 DS o &C) :,� , House No. Street Hamlet Owner or Owners of Property: f 1 ��, 1 -f— W\eA(5� (AJL� /C'e " s r i Suffolk County Tax Map No 1000, Section S5 Block Lot 7 Subdivision //-yy�� Filed Map. Lot: Permit No. W Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (c o e) Fee Submitted: $ � 0_0 Appli nt Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .® a® roper.richert(aD-town.southold.ny.us ��C®uNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Daniel Wilcenski Address: 2030 Boisseau Avenue City: Southold St: New York Zip: 11971 Building Permit#: 40004 Section. 55 Block: 6 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 100A Heat Duplec Recpt 1 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 100A Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: "BARN' Notes: Inspector Signature: Date: December 6, 2016 0-Cert Electrical Compliance Form.xls D O V pf SOUlyO H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] NSULATION / [ ] FRAMING / STRAPPING [ ] FINAL t3w& [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: pair__04�. is nrri� ✓ A, f. o✓ I�` DATE jI1 INSPECTOR OF SOUIyOIo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 16 INSPECTORQ` -- r' r t o •�" r�, r r. M PLU.AMVG u STATE ENEROY CODE -��I MMM FAME raw • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board.of Health SOUTHOLD, NY 11971 4 sets,of.Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO./ 400 Check Septic Form N.Y.S.132.C. Trustees " ��a �i�1 �r, L i� (�� C.O.Application ! Flood Permit Examined ,20 ! ? Single&Separate ° fes' Storm-Water Assessment Form • ontact: Approved ,20 Mail to. j�11 I « � Disapproved a/c W\\CPQ Phone: Expiration_ ,20 Buildinb Inspector ; APPLICA O BUILDING PERMIT - Date ' 2— , 20 INSTRUCTIO 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 appficatiW,the Building Ins'peetor 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'o"r used in whole or iri'part for driy purpose what Aso 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 siich,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, a new permit shall-be required. APPLICATION IS HEREBY MADE to the Building;Department for the issuance ofa-Bu d ng Per it pursuant to the Building Zone Ordinance of the Town.of Southold; Suffolk County,New York, and oth�pplicable Law ,:Ordinances or Regulations, for the construction of buildings, additions,'or alterations or for removal dr demolition as erem described. The applicant agrees to comply with all applicable laws, ordinances,building code,ho ing code, and -egulations, and"to admit authorized inspectors on premises and in building for necessary inspections. gnature of applicant or name,if a corporation) (Mailing.address of applicant). State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises G� `� —�— ��1 SS LV Cer� � :(As on'the tax roll 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 Hamlet County Tax Map No. 1000 Section S S` "Bl`dck °' •-N I'i/" Lot' �l Subdivision Filed Map No. Lot 2. State existing use arid'occuparicy,of premises and intended use and occupancy of proposed construction: a. Existing use and`occupancy 5=�a.r� e ` b. Intended-use and.occuparicy 3. Nature of work eck which'applicable):New Building Addition Alteration 1/ Repair V Removal_,,`, Demolition Other Work (Description) 4. Estimated Cost S. . 0 O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units b pfd Iling units on each floor If garage, number'of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. . Dimensions of existing structures, if any: Front g it Rear 1 y ( Depth Height "91 Or` Number of Stories _ Dimensions of same structure with alterations or-additions: Front ,2 `� V Rear c>2 Depth .3 4, , � '/0' Height .21 ''�`%' ' Number of-Stories .91 8. Dimensions of entire ne�}'�'construction: Front' ` y e`-'` Rear, '' 1 q r Depth Co Height �( ` �' /�`' Number of Stories � 9. Size of lot: Front Rear ' ?- Depth -2 a C) 10. Date of Purchase' Z°�'1 'ir. Narrie'of Forii`er Owner" " - " �A/!r w 9'«�•>"'' ' 11. Zone or use district'iri which premises are situated"- '`' 12. Does proposed construction`,violate ariy,zoning law;;ordinance or"regulation? YES­' s' ',NO J� 13. Will lot be re-graded?,YES N,O, Will excess fill,be"removed,from„premises?,YES NO 14. Names,of Owner,of premises .�-ti`''' 1 't✓i!f S:, aE, { ;Address-, �2 e r r,� "�:f e Name:of Architect ?A- : .< z:3 .a: :Address= -7 6 7 -( d Z/ Name of Contractor Phone No. ; 15 aAs this property”within,100 f�6t'of'a tidal wetland'or`d�fr'eshwafer'wetland??*YES -NO * IF YES; SOUTHOLD TOWN TRUSTEES-&D.E.C. PERIVIITS�'1VIAY'BEREQUIRED: b. Is this property within 300 feet`of a tidal"wetlarid?:*.YES" * IF YES, D.E.O.'PERMITS`kAY 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 OF5u(O1V, ) t \Aj i \C_e ,_S)4' bei ng.duly swotn,-66pi6ses grid says that(s)he is the applicant (Name of individual signing contract) above named, ; (S)He is the Ow oe (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 a belief; and that-the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . 10-th day of U 2015 TRACEY L. DWYER NotaryPubli NOTARY PUBLIC,STATE OF,NE Signature of Applicant ` NO.01 OW6306900 QUALIFIED IN SUFFOLK CO COMMISSION EXPIRES JUNE 3 ,201 Scott A. Russell, J����� ST(0 R IM[WATJER, SUPERVISOR o N1ANA\(G 1E1\\41EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'fi r, 0~- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -- ----- - - - DOLES SIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) E(� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. EC. Site preparation on slopes which exceed 10 feet vertical rise to 10-0 feet of horizontal distance. E[o D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E® E., Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. t , E]Eq F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management t _ Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #_ 1000 Date ss D Lt 6 u NAME: � 1 �� /)/ Section Block Lot FOR BUILDING DEI'JI rT-,I? NT t..,T ()tl_,- Contact Information lrl<ylronci um0.r Reviewed By: p / — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construct ton Work: — — — — — — — — — — — — — — — — — 2 Approved for proce��ing Building Permit Stormwater Management Control Plan Not Required L✓ 7 ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 s�lyo <o Town Hall Annex Telephone(63311))7865-1802 54375 Main Road c/s r OW((j,SODUIOt� P.O.Box 1179 G Q roper riche nv us Southold,NY 11971-0959 °��� BUILDING DEPARTMENT TOWN OF SOUTHOI D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' �. Date: Company Name: `� c o, t r -(.�� o_ Ii Name: b-J I' c i✓L. (Cc' , License No.: 2-3 87 Address: A 1 Phone No.: / _ 7 - f--G, t - Z G - (2-17 V ( I- JOBSITE INFORMATION: (*Indicates required information) *Name: Nr� *Address: _ 9-0 3 a 13.E c r-�-4-� A-✓-,c_ vC 1 1 S"7 *Cross Street: /Z_-T— -Z r- 1 *Phone No.: ( 3 1 — -7 4 f- Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - - I (Please Circle All That Apply) *Is job ready for inspection: 6) NO Rough In (2Final *Do-you need a Temp Certificate: YES , Temp Information(If needed) �% I r *Service Size: Phase Whase 00 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of ServiceOverhead Additional Information: PAYMENT DUE WITH APPLICATION B2=Request for InspecUop Form ��/ GO G r {��-,,.. \,��Jr•".- _ .rh` -�� _ -'-_r y-�vLa:.-x x (•�_ :iI�►A;' ',mac'.'+ •.�: -_ 4� yx`- �V_/ ---, l [7 ® 4� V Yi q ®F s®uirH®L® •�Y�®f1 ER:,�1 REC®N7i® CARD ^• lid OWNER STREET VILLAGE DIST. SUB. LOT Q� x 1 1, FORMER 0 ERS N E ACR. - �.'"�,'{'�t(1 L f 1 , ';� -�r�E-�-�l :�-"t�'t:i ,�: "xA�t0�4-� ,r/5-�. r. ��` C _c- '� F"��- -o=F�T•��G, (-'-viQuaP@�� ' �a4pcn6teis )f's 1N` y TYPE OF BUfLDING - cr RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value 7 LAND IMP. TOTAL DATE REMARKS iIS V. �� !�'C.• �C./� ��s D®� �i � G{j�1 ��`f�R'��/ � /�7' /� � I s b Z �T� 1I 10, I/ V / I , 00 -2 Is" D--6 D i o L//P//„ 7,/ �l' Z _ 17.5— d® .�-� /2�:,— ,.5©-v- /`/e��'T I isAcg�fa .i, JOOi '9d 22 r,4.-,j I' I T' PAA 13e-O cY0 �K - v L98:31 in42z -n'wAd�Ifu 4-o Ln�►•► r-iki.� �ny.Cicx� I' 7,v 0o z A / —L z - /-S 1`a AGE BUILDING CONDITION .,�a 1 NEW NORMAL BELOW ABOVE g a� L jigo IfARM Acre Value Per Value Acre `b o1 ;> 2, h�i"7 l �; . I Tillable oiv� 1 0 / FRONTAGE ON WATER Woodland \ FRONTAGE ON ROAD �� /v 9Q Meadowland � DEPTH GD xl I House Plot 3 � ✓ O Z BULKHEAD J Total r� �I .7 , DOCK f'.. COLOR TRIM M. Bldg. a � Extension 3"�/� �/z/' 2-" Extension Z Extension S -1Y " J G 1.2 1:? o o S F undation �h'1y6��c�Bath Dinette Porch _ Basement �/ 1 �— Floors K. Porch xt. Walls Interior Finish LR. Breezeway Fire Place o Heat �� DR. Garage �Ji Type Roof Rooms lst Floor BR. Patio G ecreation Room Rooms 2nd Floor FIN. B 0. B. ,�. ��p � Dor er Driveway Total �3��S'�9}•'+� � y,�cy�'� x $A`l i�� S � }```�. � Cz�tit,.. ; � 'ode.,;, pa ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • - FULL CRAWLFire Place •• SLAB Interior Finish • Rooms 1st Floor Driveway Rooms 2nd Floor J - k< :•,PL I Td- �£V.;r,i, c.��s'±iV,�r-:3�^ _`.Sf",tib..;{ ,'��:�4�'lr,}?��':�•. _ _ '�'t. U �!t - I�.pTa.,,. .•s:}'.'4>.:_�'^.,'.;':_,.y n- _ � __,}:'�t�s.'.3"� t,'6�„p N/F KRUKOWSKI i+��'S. - `-�,t'gi:�;s"`y:o.!^ -.�s:__ _ - _ � _ �-`a 4fi:y�yxs,`�•''�F'o�4! ._ f3; ''. 4t7' '!JB€d �193C4, P 1T1•&.1716 S.'$7° 2) loo Rlw � ",.i i'.,• .f- rte•. ..(1.}in 31'C _ - ••Lt--•.-_ _ _ K' iia•' �r N, - .'h I f A• ) ' t � �:- yryy)) :•I,.T 'i:1` a,4ri. '1`�' `, Tai ) 4 - {A l w,, "i'`- *..,`rr :5 .S"- SS��^^ .J `;`�', .• �S<< - tr, �'3�. ;f: ,:sa" ,��,.,,;•,.�, ��:L>rL.. _ '}, �,,.,:,,..,,Y„ `>� t•'i.jj it' `v r, i;-'F: ,3(iiy,• nr., 5`a`- —�tx rc+a v-L r, .+t, ,i�,�;t"Y!'+,'tkr9�,ti=r rySo.Y bw,�.i ,lt,> � c,n ..6 y S„�r:;eag4s},cti cZ*Y,>}v.�:.iS>�":.>.�•',''+�.,pa .f :i'�•}1"_ Y'1, �+-Sr: t£t,�Y^ gd3 .,} '.�nr 'tfi, '4an�' sk -xrxr„• �, 4 $ i "i i��, v• t:+'i Tt. f (,,. rS",( Yw§t y r€�1 fi .d �$�15�,,, ;. �3,•n< F H- , .,4 v,ry S` ,{3'�r ,v,2 ! •t ,tX��us,+ s•!' 'r,.�,>7r. Z, S � +� ,t,+`ib�':s.,;+.• ,.1.rf.�>, ;Yr} r� >� fy.��`` „ti fi {s� y�, �.,'�.��' i"_.{Lf �"`1-F,LM_,'k,�i�M,i';::r.r. a�'S�'' E�' ,s. �:�t.�, .,- y•,,=a.v s,:' i+'Pa?:'trr,,, '�' 0. �> �$'^�� ..w'H „a .,i. n<?,Ar ')i1�Et.. 'a^�.�''`�-"�•,aa-< - __S., '�r' r;t',; M„-}•:..,r; C7r'1^ l� ..,,n=,�,r,i 4/' .�..,..'..`C"!a!43 ,i+;.r:,�'-�:�irE''a17�.:ti}-=j�,.;'Y�4,;r,,;•''i, - ' - - ts•`w,va WOOD 1'J _ wry AME "_;''• ,' _ GARAGE// `y �1� :{''-' ',�_a='n 3;�k'i'?`f'i,:f:.!.'.;-• y�►�T`'a` lS�4f..-,f T / -�j A _f aF`yt•,'`r.YS ;;4')-t�'�_v`r,i+- '$*4;.;,::r y'pd` IEr',�Y _• art.- s�=`:-�_'� . �f�� _ BARN zz STC4EXADE FENCE ' , '- �). - _:ice+u`>Y rj•:si.z';�'tc.'.`,_ '^i;zv.-•�,'`'" , , O, &6, Ilk s ''L4j EARTH DRIVEWA ���'. 'ow},rit,'t t�f{. !�'y`��;-1•'Y Y4°y�f.'=+}�� - - e O -�� � - n't` _3�,Et?,�”�j.�`x+ i�YtA�>��':�£�„,•.tt�'" WOO,k,.; ,:.: ` '',�., a �"''%n"�•.':'d:�syr'-.'-_M1,,k ”_ aAR - r£: irr:` O FD PIPE �STONE MON. 1.1 N 89° 54 10FENCE IRRE 199. 79' ' W - ' N/F TOMICIC � I � N,�F CODAtd / V SURVEY OF DESCRIBED PROPER TY SURVEYED 19 APRIL, 2001 SCALE 1"=30' St 7 A T-E- SOUTI-JOLD, TOWN OF SOUIHOLD AREA= 35,688733 SF SUFFOLK COUNTY, N_ Y_ OR 0.819 ACRES SURVEYED FOR DANIEL WILCENSKI MELISSA WILCENSKI REScheck Software Version 4.6.1 Compliance Certificate Project Wilcenski Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,024 ft2 Glazing Area 15% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2030 Boisseau Ave Daniel Wilcenski Brett Kehl Southold, NY 11971 2030 Bolsseau Ave DAK Associates LLC. Southold, NY 11971 PO Box 1675 Southold, NY 11971 o •• . Compliance. 17.1%Better Than Code Maximum UA: 205 Your UA: 170 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 552 30.0 0.0 0.035 19 Ceiling 2: Cathedral Ceiling 464 30.0 0.0 0.034 16 Wall 1:Wood Frame, 16" o.c. 1,051 19.0 0.0 0.060 54 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 75 0.310 23 Door 1: Glass 81 0.300 24 Floor 1:All-Wood joist/Truss•Over Unconditioned Space 1,024 30.0 0.0 0.033 34 Compliance Statement. The proposed building design descEN5kWb js t with the building plans, specifications, and other calculations submitted with the permit application.The pr uiw designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESch 4, a co ly with the mandatory requirements listed in the REScheck spection Check ist. L�cc�=,vt� R`a,. 3 rr Com'11-7�'j Name-Title n Sig ' ** ;, w Date 2 FO �0• 070, AROFESS\OSP Project Title: Wilcenski Report date: 06/03/15 Data filename: G:\SanDiskSecureAccess\USB 03-28-14\USB20FD (F)\Berman, Roy\Final PDF Pagel of 1 folder\Wilcenski.rck i i-: ,ii, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T R A C T 0 R N 0 T E S General Notes: ----- ------- 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND _________ '_'f- REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - GENERAL NOTES: Wood' 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 nor better. 2. FIRE SAFETY: 1 11 AA j� ASSOCIATES - 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 0!�°1� A►7JO1r1111P�►J FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B• LOCKED AREA. residentld &CommenClal deslgn•erpineetfip•conwlBnp 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTI E MANUFACTURER'S CONTAINERS. SUCH 5D6M&Sh of phone: (631)761-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WesthamptonBeach,New York 11418 fmc (631!466-3354 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTI TED SPACE. � � � � � •� 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4, THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 0°1d �"^� LLc°h��aatrrdoe�nAba.uc 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTE WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be al accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGEIN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING ARE BY MEANS OF TEMPORARY PARTITIONS OR 7, PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1 ,600,000 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDI G SITE PERIODICALLY TO AVOID EXCESSIVE ' Fb - 825 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. IP4 ST0Rfvl 1f1AT ER RUf'ti0FF DP,TE:` P.P.„ a. Laminated Veneer Lumber (LVL): PURSUANT TO CHAPTER 236 FEEti 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: Ur THE TOS"SIN CODE. NOT';Y G'JIi.GI;' L_::'-. sTt.'�;'�IT AT DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 765 .892 f'AP�1 TO 4Fi �C:� THE. = 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. FOLLO-7;!�NIG INSPECTIO: S: 1. FOUNDATION - TIVO REQUIRED 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIE TO WORK OTHER THAN REGULAR HOURS. FOR POURED Cc%^'Cf'ETr LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS 2. RJUGH - FRA%lili"G & PLIJMBi^,G WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, 0 ELECTRICAL SERVICES TO THE OWNER. 3. INSULATION INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CRE TE DUST, DIRT, OR OTHER SUCH 4. FINAL - COil"STRUCTION MUST 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. BE CCMPLETE FOR C.O. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONSIBILITY IN ALL CONST RUCTION SHALL MEET Ti;E REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES RI::O'JIFiEhJIENTS GFTF'EGODESGFNE`�' 13. THE CONTRACTOR WILL COORDINATE THE ROIUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL T ALL TIMES PRIOR AND DURING THE COURSE YCRK STATE. NOT RESPOI'ISISLE FOR ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE DESIGN OR CONSTRUCTION ERRORS. 14. THE CONTRACTOR WILL COORDINATE THE ROIUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN TITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR A CIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CO DITIONS FOR LIFE AND PROPERTY AS ARE 15. INSURE A WORKING SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ARE INSTALLED AS PER NYS CODE. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGAN ZATION IS UPON INSPECTION FOUND AT ANY JULY 27f ¢11;. .,r;l r>v �=S O� AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENER L CONTRACTOR, DAK ASSOCIATES, LLC, OR AUG. 8;, Or�,`��1\ S,T, i & OW.4 CODES FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS ND ACCEPTANCE OF THESE REQUIREMENTS. AS REQUIRED ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONO IDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL ODES. ��}l� ,1nT�`,'•11,, ak- Orr"`T ---, 77- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER SSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY OR 20 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B Q��IA��U� D THE DESIGN CRITERIA FORST EL NATOURAL OMS LIGHT EETOANDEXCEVENE LAT ON N RENYS. USE IS UNLAWFUL _ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENG,NEER TO HAVE A CAPACITY WITHOUT CERT�F�CA� E PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds pe• square foot)" EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALC�'I_A ED FOR EACH CASE. OFO�jCUPAf�!i�CY USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: USE OCCUPANCY EXTERIOR BALCONIES 60 10 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE Nr.l-_I G SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO RESIDENTIAL R-3 DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. E"° CTFSIC L E TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO CCA SILL `"`""""`- (2) SHEATHING TO EQUALLY SPAN. 1ST AND 2ND FLOOR BOX BEAMED TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 S r; �-,_ M... �,� a' (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP LATES "''`''' � '"{ " �� RE OV (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTI❑NS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong-Tie, RENOVATION HEIGHT, BUILDING. No substitutions are approved or authorized, THE VERTICAL DISTANCE STAIRS 40 (c) 10 TO THE FROM GRADE PLANE TODue to the relationships of framing hardware to THE AVERAGE HEIGHT UNLIMITED AREA 'LICE S OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components of the structure, any framing SURFACE = 1ST R AS PER TABLE 503 hardware substitutions wit[ render these plans VV AS PER SECTION 502 OF ROOF 20 20 nutt and Vold, and Witt result in the installer/contractor ��� THE BUILDING CODE OF assuming responsibility for the design and NEW YORK STATE. performance of the entire system, a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 2030 BOISSEAU AVE. LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ROOF DRAINAGE CALCULATIONS. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR -- LARCH #2 AND BETTER STRESSES. DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. ROOF AREA = 84 sq/ft GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ROOF RUN-OFF CALCULATION TABLE R402.2 V = A x R x c MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A = 1156.46 sq/ft MINIMUM SPECIFIED R = 2 RAINFALL = .17 ft SEI: ISSUED FOR: DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (f c) C = COEFF. = 1.0 DECK TO BE REMOVED NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEW CRAWL SPACE NA NEW POTENTIAL SEVERE (b) EX. BASEMENT NA U = 1156.46 x 1 x .166667 = 192.74 c.f. EX. FIRST FLOOR 1023.54 SQ FT BASEMENT WALLS, FOUNDATIONS AND OTHER 193 CU. FT / 42.25 CU.FT./ VERTICAL FT. = 4.57 V.F. NEW FIRST FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) EX. SECOND FLOOR 1023.54 SQ FT USE (1) 8' DIA. POOLS MIN. 5'-0"" DEEP - 211,25 CU. FT NEW SECOND FLOOR NA SEAL: DATE: NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) ALL LEADERS ON BARN TO BE PIPED TO NEW JUNE 03, 2015 GRADE, EXCEPT GARAGE FLOOR SLABS CC) COPYRIGHT 2015 DAK ASSOCIATES, LLC. LOFT NA ATTIC (HOUSE)(c) NA 8 DIA. x MIN. 5-0DEEP OR EQUAL LEACHING PROJECT No: 981-2015 ATTIC (HOUSE)(b NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND POOL WITH COVER. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED P INEY DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) �� Y BDK ATTIC (GARAGE)(0 NA UNDER FEDERAL COPYRIGHT LAW. ,� ��, �� o BONUS ROOM NA THE ABOVE ROOF AREA IS THE SAME AS THE PLANS MAY JOT BE REPRODUCED WITHOUT ;, r1 '� CHECKED BY: PORCHES, CARPORTS AND STEPS EXPOSED TO PREVIOUSLY EXISTING ROOF AREA WRITTEN AU ORIZATION. �r * JJD SCREENED PORCHES NA r ,e� THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS ND DESIGNS ARE THE SOLE PROPERTY OF n ' "- w SHEET NUMBER: 4 SEASON SUNROOM NA D.A.K. ASSO ATES, LLC. 2 d'",�'' '=e'"' w NEW DECK 112 SQ FT IF STORM DRAIN RINGS ARE TO BE LOCATED IN v �; COVERED PORCHES NA THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE FQ 'yo �o COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa THE DRIVEWAY THEN TRAFFIC BEARING COVER PLANS IS LI ENSED EXCLUSIVELY TO THE BUYER. °� 0 216A �' G1 (a) AT 28 DAYS PSI IS TO BE INSTALLED AS PER STATE AND LOCAL °fiFss POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CODES. Acceptance f these drawings does not authorize the right to build without RAMP TO DECK NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBLR: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health S rvices, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all co ditions, codes, and requirements with such agencies prior to JAMES Ji DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction © D•A•R ASSOCIATES,u,c (b) WITH STORAGE r y SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION - ' ''' ' `'° '`' j'' '% i ,::� ,. USE A MINIMUM OF / i;_✓,' /ir /.i //l_. r TWO 8d NAILS THIS SIDE OF TRUSS. MTS 2 0 T S 2 0 ---- - ��--- �_ -. DOUG-FIR LARCH / SO. FINE UPLIFT FASTENERS ALLOWABLE LOADS 1'2 LOAD /r _ LATERAL WITH TOTAL FOUR /• 0 o 0 - _ MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE NAILS 8d NAILS NO. TO AVG REF. INTO TRUSSTO TO RAFTERS/ PLATES STUDS ULT. F F2 (133& TRUSS (133) (160) STU g- NOTE: REFER TO SIMPSON WOOD CONSTRUCTIONSIMPSON PROVIDE (1) HG 10KT ON ��/r _ TAKE-UP WASHER SIDE OF CEILINGJOIST H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND � � AND ON SIDE 0RAFTER D 0A-K ASSOCIATES UC PROPER INSTALLATION PROCEDURES resldenttai d, commerelal de�on•erlpineerinp•�ns��o H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) Two ° ARTJ"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o 506ManSlreet phone: (631161"6071 MODEL GA AVG 2 RODE INTO ° e° WIDTHSPAN , Weftmpton&Wa NewYd 11978 fmC (631 66 ULT. LFTA LFTA , '3354 NO. MAX. LEAK L QTY DIA 1 2" 24" 3" 31" 11" 2" 2�" 3" 31" EIGHTS °o° RU: C�ViI'1888�UOI.CO(Il � S P 4 # 8d NAIL 3 INTO ° Deerkarld Artn a!Ke"Auociates,LLC• East End Desfpn Auodates,LLC LFTA 16 24" 17" 381"16-10d - 4200 1205 1400 5, 44, 85 STUD c /J z' / i// ' �//.%///%r s'%/// ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE ° These drawings and specifications including the FASTENERS2 ALLOWABLE UPLIFT LOADS a MODEL L AVG 10d 10d x 1� CODE o N0. ULT. REF. LFTA ideas, 10d x 12" (133 / tso) (133) (Iso) LSTA21 ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 00LLC. No part thereof shall be copied, disclosed to others or used in connection with any work 0 MTS16 18 14-10d 14-10d x 14" 3116=1 100 840 1000 3, 41, 128 ,° ° or project other than for which they have been ° 0 prepared without written consent. MTS20 20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ARTR'x12 0 ° Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CNW- ° COUPLER NUT DETAIL "E" ° Equal number of- DOUG-FIR-LARCH/ TYPE OF DIRECTION S0. PINE CODEALLOWABLE LOADS REF. specified nails In MODEL NEC- OF LOAD FLOOR ROOF (133each end / o° (100) (125) 160 I': DTIONSimpson Strong-Tie DETAIL "K" G 515 645 670 C S 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN CODE ART 'x12 STUD DEFLECTION DEFLECTION REF. STU 5"- MODEL MACHINE AVG LENGTH OF BOLT 2,a AT HIGHEST NO. BASE BODY ANCHOR BOLTS AT HIGHEST SIMPSON ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° HB SB W H B So CL DIAS e DESIGN LOAD DESIGN 00 GA GA QTY DIA 1�" 2" 24" 3" 31" 54" LOAD TWHEN HE SILLiPLATE ° TAKE-UP WASHER 0 0 HD2A 16 12 4?6" 2J" 2a.. 8" 2J" i" 1 9' 2 1" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° ARTS"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE N0. W L STUD PLATE ULT. (133) (160) REF. SP4 3?6" 71" 6-10d x 1}" - 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° ' GA NO. W L NAILS R (733) (160) REF. °o WORK NOTES: LSTA21 20 1 21 16-10d 9105 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W I L I NAILS FLOOR (133) (160) REF. Simpson Strong-Tie Tie 100 24 18-10d 1025 1370 1640 7, 40,MSTA24 18 90 LUS46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L ENDSPACING REF. HDPA (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 0C. OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21b" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERSDN. DOUG-FIR LARCH/SO. PIN ALLOWABLE AD NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTSAVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 1od 16d ULT• (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 - 4-16d 4-16d 6076 1140 1160 1000 1150 -11250 7, 40, 127 DETAIL "I" STU 8 HUS210-2 14 39 9j" 2 1 8-16d 8-16d 6076 1755 21051- 1650 19°0 2065 11, 36, 84, 122ART 'x12 SIMPSON LARCH/SOINE ALLOWABLE LOADS - FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER UPLIFT MODEL AVG (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDSi"01 " 4-SDSJ"x3" 1 1523 435 1 435 1165 940 CNW- USE A MINIMUM OF S P 4 COUPLER N U T TWO 8d NAILS THIS _ SIDE OF TRUSS, COUPLER NUT S P 4 STU 8 TOTAL FOUR /• SE A MINIMUM OF SIMPSON 8d NAILS INTO TRUSS SIDE of TRUSS.NAILSTHIS MTS16 sTl, LSTA21 SIMPSON TAKE-UP WASHER SIMPSON / MTS16 TAKE-UP WASHER TOTAL FOUR HD2A Strong-Tie Tie SolNAILS TRUTRUSS ITSS HUS210-2 TWO F1 PROJECT: 8 AIL LATES TO I ANCHOR BOLTS R � " N P °p° ° EIGHT­' TWO ° , 8d NAILS-_ 8d NAIL ° INTO INTO STUD Simpson Strong-Tie PLATES °p° DETAIL "A" ® TO THE H7 EIGH IN NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" STD Sinlpson Strong-Tie ° I�� ' H7 Simpson Strong-Tie LFTA °' ROD SYSTEM BARN LFTA LFTA ° BP 2030 BOISSEAU AVE. SOUTHOLD, NEW YORK DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 LTP4 DETAIL "L" STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: i DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: UATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JUNE 03, 2015 LTP4 DETAIL "B" LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR B X BEAM 981-2015 Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES SOF NE4,r DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE ��P� �. DE,c0 BDK mss ►- V, CHECKED BY: NO SUBSTITUTIONS ` r - JJD 40 w SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong- ie, Fo�'LeT 7 No substitutions are approved or authorized, AOCESS10% G2 Due to the relationships of framing hardware to the other components of the structure, any framing uoe NUMBER: of hardware substitutions will render these plan null and void, and will result in the installer/ ontractor JAMES J DEERKOSKI PE assuming responsibility for the design and ® D•A•K ASSOQAM nc performance of the entire system, r ,. D e A o K ASSOCIATES ac reOdentid &commercial design•enpineeft"connftV 906 Main Street phone: (631)767-6071 WesfhamptonBeoch,NewYork 11978 tmc (631066-3354 [Mai: Ckm8888ft.com Dee kwK Ann a Kehl Assodotes.LLC o fanned East End Design Aasodalim.LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been A prepared without written consent. A A A 301 302 301 302 Bs � 36`11 " 10 2 -ice u� (1)13/"x 9Y" LVL Box Beam (Bolted to studs @ 16"oc. (1)134"x 9Y" LVL Box Beam (Bolted to studs ®16"oc. i using Timbertex Lag Screws) using Timbertex Lag Screws) UP 41;r 52 m Existing 4' PC. Slob Existing 4" PC. Slob _ 12" Sona tube filled ® All Walls and Ceiling to be r, with Concrete. Covered with r Type "X" r, (Min. 3'-0" Below final Grade) o Fire-rated Sheetrock asCD o 0 7'_9Y4 per NYS. Code 7'-62" - -114' 10'-02' 7' -24" a -iv 6x6 ACQ Post Line of Deck Above _ Lne of Deck Above WORK NOTES: 7'-9" -1142 10'-0 " 7'-5 0 13'-6` y Y o� o �I o (3) 2x10 Girder (3) 2x10 Girder Under side of stairs 11�Hr Fire-rated Existing 3" Steel Column Existing 3" Steel Column Existin 3" Steel Column J Existing 3" Steel Column Existing 3" Steel Column to be covered with Door And Assembly 13'-6' g %" Type "X" Sheet- w/Self-Gosing 6x6 ACO Post rock as per NYS. Code. Hin es Existing Conc. Footing Existing Conic. Footing Existing Conic. Footing 3068 Concrete or Stone o Retaining Wall 1, 51" Girders to be N All Walls and Ceiling to be N751 E c v with Stone CapJ 2 Cu Covered with V Type "X" Covered with %' Type "X" 1-D = m cu Existing 4" PC. Slob Existing 4" PC. Slab o o Pitch i k- o 1 o o Catch Basin conr�e d Eo 00 CD o �, o Fire-rated Sheetrock as Fire-rated Code as x o ire c\� to storm drain in CV CV CV cQ B N K, driveway 7'-44" 10'-12` '-112" 7'-44` 302 Concrete or Stone �i\ 3 1. 7' " 2 9'-112` 7'-64" -610'-1 � 6x6 ACQ Post 4 Retaining Wall B with Stone Cap 302 I o o (3) 2x10 Girder (3) 2x10 Girder (3) 2x10 Girder " I r'� Existing 3' Steel Column Existing 3" Steel Column -Existing 3" Steel Column Existing 3" Steel Column Existing 3' Steel Column Existing 3° Steel Column —— — Line of Deck Above— `D 9 9 Line of Deck Above PROJECT: Existing Conic. Footing Existing Conic. Footing Existing Conic. Footing " o`* " '" All Walls and Ceilin to be 6x6 ACQ Post 9 9 9 9 9 9 12 Sona tube filled g i with Concrete. Covered with �f Type "X° RENOVATION r- (Min. 3'-0° Below Final Grade) N Fire-rated Sheetrock as N i per NYS. Code Pool Filter System TO THE Existing 4' PC. Slab Existing 4" PC. Slab O CV GV GV I L�E N S Panel Electric (1)13/"x 9Y" LVL Box Beam (Bolted to studs 16"oc. using"z 9� LVL g Beam (Bolted to studs 016"oc. using Timbertex Lag Screws) using Timbertex Lag Screws)—, BARN 8'0" Wide Garage Door Opening 8'0" Wide Garage Door Opening (3) 2x10 Garage Door Header (3) 2x10 Garage Door Header -401 U 8'0" Wide Garage Door Opening 8'0" Wide Garage Door Opening 2030 BOISSEAU AVE. 12'-7" 10'-68" 13'-08" SOUTHOLD, NEIN YORK 12'-7" 10 -68" 13'-02' 36'-12" 36'-12" DRAWING TITLE: A A A A FOUNDATION PLAN 301 302 301 302 FOUNDATION PLAN- FLOOR FRAMING PLAN_ FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SET: ISSUED FOR: DAl E: SEAL: DATE: JUNE 03, 2015 PROJECT NO: \ OF NE�,Y 981-2015 DECy �,Q� DRAWN BY: N' `?s BDK OC COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ` r- } � >.. `;•. ' w �HECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ;,,i ;�;A JJD NOTE: PLANS MAY NOT B REPRODUCED WITHOUT 21 ALL 21UNDER FEDERAL CO YRIGHT `L �� SHEL1 NUMBLR: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZA ION. �OFFSSIO`�ALL PLANS AND DE IGNS ARE THE SOLE PROPERTY OF Al 01 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME D.A,K. ASSOCIATES, LLC. WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, THE RIGHT TO BUIL ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OI- FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drowin s does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE: NATURAL LIGHT AND VENTILATION REQUIREMENTS. of lop g 9 JAMES J DE , I PE BAYS PARALLEL TO EACH OTHER FROM cal governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•R ASSOCIATESCIA75,vc EACH END OR SIDE OF HOUSE 3 Departments, DEC, �EMA, etc. Verify all conditions, codes, and requirements with such NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/ x 9/" LVL HEADERS agencies prior to onstruction. '!r" � f� //.. ��/✓/../.r/!/���ai=l/i/�%„.\ ..�.//; MIA fel D e A e K ASSOCIATES uc resldenU &commercial design•engineering a conwhing 506 Main Street phone: (631)161-6011 Weskimpton Beach,New York 11918 kx (6311466-3354 E-Mai: CkMB888@W.com Deerkosla.Arm 6 KeN Assock t c LLC a ftrmerly East End Design Anoclow,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work A A or project other than for which they have been prepared without written consent. A A � 301 �, 302 301 302 38'-12' 36'-12 1' 36'-12" 1 3'-84' 8'-44��3'-84' 10'-28" 10'-28" 3'-84" -44" 3'-84" 10'-28" 12" Overhang 12" Overhang in 21046 21046 I 21046 21046 -IN 21046 21046 21046 21046 10 y,-y4" x Header ,_10 z Header _22" x eade ,_10 x Header 7'_24" 52" I I z Header z Header I I x ea er x ender 5z01 !" 524-512. 52" M`r DN 1`fi-3? " 7 I III III III III 1 32 3 7 8 1-51' 2" (2) 2x8 Rafters under Dormer I I (2) 2x8 Rafters under Dormer I x IIII II I I I I Gable Walls o I I I I Gable Walls o III III III III I WORK NOTES: ti — — — — — —— — — — — — — — — — — — — — — — — — — — — — —— — — — — — 12" Flyrafters I 12" FI falfters I I o 12" Flyrafters °� 12" Flyrafters I I 12" Flyrafters ( 12" Flyrafters Line of Rat Ceiling Line of Flat Celing Line of Flat Ceiling I N I I cc I I I I I I N x 4" 7'-11" -12" 7'-11" 7'-74" I I I I I I I I I 0 0 o I III III III III I I II II II II II II II II N Existing < < Q0 Deck I - - - I W Stora e � � 2 - - - - - V) � � B Ln °� I 1a/a"x 9Y" LVL Ride 1%"x 9Y" M Ridge I ao o � m � m � m Area _ 30 I g CQ CQ CQ 30 N N CV 302 i g — — —— —— — — — — —— —L — — —— — — Line of Flat Celine — — —— — — — — — — Line of Flat Ceiling — —— — i I 12" Flyrafters 302 N �_ I y Vf ' PROJECT: 12" Flyrafters I N I RENOVATION 52 I I �� TO THE o I I (% � 52" I ; WILCENSKI I 52 4 _6. 52 L -- -- - - - - -- -- - - -- -- - - - - -- - - -- - - -- - - -- - - -- - - -- - - - J BARN r;N ecu n rn 12" Overhang 12"Overhang---/ 2030 BOISSEAU AVE. 36'-12" SOUTHOLD, NEW YORK 1' 36'-12" 1' 38'-12" DRAWING TITLE: A A 301 302 q- � 301 302 SECOND FLOOR PLAN SECOND FLOOR FRAMING PLAN- ROOF FRAMING PLAN ROOF PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SET: ISSUED FOR: DATE: SEAL: DATE: JUNE 03, 2015 PROJECT NO: ff NEW 981-2015 DE rhe�Q DRAWN BY: BDK © COPYRIGHT 2015 D. .K ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CHECKED BY: NOTE: UNDER FEDERAL COPYR GHT LAW. n k JJD ALL ANCHOR BOLTS PLANS MAY NOT BE RE RODUCED WITHOUT SHEET NUMBER: o � 72`�L ARE TO HAVE 3"x3" BASE FIRE BLOCKIING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. Al 02 PLATES TO BE USED AS OF NEW YOIRK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLd. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing agenI ies, such as Suffolk County Dept. of Health Services, Town Building ® D•A-K ac EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 4"x 9J/; LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 011 XWKI D e A e K ASSOCIATES re* Mld d,commercial design•enpineaft.conwnV 506 Mah Street phone: (631)161-6011 W%thampton kdL New York 11918 bC 16311466-3354 EU: CAm8now.com DeerkosK Arm 6 Ke"Anockdit LLC a fomW y East End Design Assockrtes,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. i J I IIPI I 11HII I IIIIIII I III II I H111i I Y1111 I 111IN I 1 � 11111 I IIIHII 1 1111111 1 11111E I o I WORK NOTES: NORTH ELEVATION- WEST ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" PROJECT: I RENOVATION TO THE WILCENSKI BARN -00 2030 BOISSEAU AVE. SOUTHOLD, NEW YORK DRAWING TITLE: i Lt 1 � W ELEVATIONS I i ti` AS NOTED SET: ISSUED FOR: DATE: SOUTH ELEVATION- EAST ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SEAL: DAl E: JUNE 03, 2015 PROJECT NO: W r0 981-2015 E£k� � DRAWN BY: BDK © COPYRIGHT 2015 D. .K ASSOCIATES, LLC. J cr_ CHECKED BY: ALL FLOOR PLANS AND LEVATIONS ARE PROTECTED JJD NOTE: UNDER FEDERAL COPYRI HT LAW. SHEET NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT BE RE RODUCED WITHOUT Fo �,Q 0 ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION SS10, PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGN ARE THE SOLE PROPERTY OF O WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS PLANS IS LICENSED EXC USIVELY TO THE BUYER. DOB NUMBER: OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing agen ies, such as Suffolk County Dept. of Health Services, Town Building m D•A-K AS90QA1%nc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 4"x 9%° LVL HEADERS Departments, DEC, FEM , etc. Verify all conditions, codes, and requirements with such a encies prior to cons ruction. 0/ yorr N 011111i'i vr D e A®K ASSOCIATES M*W ffd 6 commercial design•engIneedng•cmwifing 506 Main Street phone: 16311767-6071 Westhampton Becdt New Yak 11978 tmc (6311466-3354 M: CkM888 &&.Can DeerkosK Amt&KM Assodates.LLC•fornWy East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Ridge Vent to others or used in connection with any work or project other than for which they have been 134"x 0/2" LVL Ridge prepared without written consent. Match Existing Roof Shingles 12 12 30 LB Felt (provide ice and wotershieid of all valleys, 10 � � 5'S hips, starter and ridge locations) \ \ Y2' CDX Plywood Roof Sheathing Y" CDX Decking or \ \ (2) Strongbacks 2x8 Rafters 0 16"oc. Carriage Bolt Y2"Coririage Bolt Y" Carriage Bolt Provides Provide Hurricane Stropping as Per Provide all 2x8 Color Ties 016"oc. 2x8 Color Ties 0 16"oc, NY State Code Hurricane Strapping Hurricane Strapping WORK NOTES: � 12" Vented Soffits (Match Existing) S Per NYS.YS. Cod e as Per NYS. Code 2x6 Top Plates (2) 2x8 Rafters under Dormer (2) 2x8 Header Existing Gable Walls \ \ Storweco co Area (3) 2x6 w/3/4" CDX Plate Match Existing Siding 30#Felt 2x6-16" oc Wall Studs 1/2" CDX 1z8 Fascia 2x6 Sub Fascia Fire Blocking 12" Vented Soffits (Match Existing) (3) 2x10 Garage Door Header Y8" CDY Subfloor Line of Fire Blocking R-19 Ins. Line of Top of 134"z V2" LVL Box Beam (1)134"x 9J12 LVL Box Beam (Bolted to studs 0 16"oc. ---- ----------------------------------------------------------------------- -------------------------------------------------------- ---------------------------------- --- -----___--------------------------------------------- using T'unbertex Lag Screws PROJECT: 2x8 Floor Joists ®16"oc. 2x8 floor Joists ®16"oc. 2z8 Floor Joists 016"oc. RENOVATION Solid Blocking Solid Blocking Simpson 2x8 Joist hangers Solid Blocking TO THE Simpson 2x8 Joist hangers Simpson 2x8 Joist hangers Simpson 2x8 Joist hangers (3) 2x10 Girder (3) 2x10 Girder Existing 3" Steel Column Existing 3" Steel Column I�� I Existln Storage Match Existing Siding BAR 30/Felt 2030 BOISSEAU AVE. 2x6-16" oc Wall Studs 1/2" CDX SOUTHOLD, NEW YORK 2x6 Shoe 2x8 ACO Sill DRAWING TITLE: Existing8" CMU Block Foundation Existing 4" PC. Slab Y' Anchor Bolts 4'-0" oc. Existing 4" PC. Slab 9 on Poured Concrete Foundation Grade Existing 8" CMU Block Foundation on Poured Concrete Foundation CROSS SECTION AS Existing Conc. Footing Existing Conic. Footing NOTED Existing Conic. Foundation Existing Conic. Foundation SET: ISSUED FOR: DATE: CROSS SECTIONA 301 SEAL: DATE: JUNE 03, 2015 SCALE: 1/2 1 -0 PROJECT NO: P NEW, 981-2015 O DRAWN BY: �` ��r✓�� B D K © COPYRIGHT 2015 .A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AN ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. SHEEt NUME�ER: ALL ANCHOR BOLTS PLANS MAY NOT BE EPRODUCED WITHOUT F�� NOTE: " FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN S AND IZATI N. SS � "� ARE TO HAVE 3'x3 BASE ALL PLANS AND DESI NS ARE THE SOLE PROPERTY OF A301 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME IAL C. WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. THE RIGHT OTOBUILDNLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, FE BAYS PARALLEL TO EACH OTHER FROM of local governing ag ncies, such as Suffolk County Dept. of Health Services, Town Building m D•A•K ASSCiCIA1PS,wa EACH END LL SIDE OF HOUSE 3 1 " Departments, DEC, FE A, etc. Verify all conditions, codes, and requirements with such NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/ x 9/ LVL HEADERS a encies prior to co struction. / j //"j j Mh _ l f. 9t RRH ' D e A m K ASSOCIATES uc residentld d,commercial design•en�Ineertrsp•conuffiN 506 Main Street phone: 1631)767-6071 Westhampton Beach,New York 11978 ta>c )631)466-3354 &W: CkmBE@W.com DeerkosK Amt&KeN Awockdm LLC a fommidy East End De gn Associates,LLC n%. . n,;,,r// ,/ � OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Ridge Vent to others or used in connection with any work or project other than for which they have been 13/"x 9Y2"LVL Ridge prepared without written consent. 12 12 10 10 Match Existing Roof Shingles 30 LB Felt (provide ice and wotershield at all valleys, hips, starter and ridge locations) r CDX Plywood Roof Sheathing Y" CDX Decking r Carriage Bolt or(2) Strongbacks Y2" Carriage Bolt Provide all 2x8 Color Ties @ 16"oc. Provide a ll Hurricane Strapping Hurricane Strapping WORK NOTES: as Per NYS. Code 2x8 Rafters @16"ac. as Per NYS. Code Existing Stora e M Area 2x6 To Rat (3) 2x6 w/%"CDX Plate 4 "x 4" S.broil 1x8 Fascia 2"x 2 Bali ters 2x6 Sub—Fascia 12" Vented Soffits (Match Existing) Line of Fire Blocking (1)1Y4'x 9Y" LVL Box Beam (Bolted to studs 16"oc. s8 CDX Subfloor Y4"Skirt Bard Line of To of 1%"x 9Y" LVL Box Beam (1)13/4"x �" Decking using Timbertez La Screws P 9� LVL Bax Beam (Bolted to studs!�16"oc. 8 ACO Flush Girder � 9 9 ) 3 2x Gird ---- using imbertex g Screws) 2x8 Floor Joists @ 16"oc. 2x8 Floor Joists @ 16"oc. — —— — — 2x8 Floor Joists @ 16"oc. 2x8 ACO Floor Joists 16"oc. RENOVATION Solid Blocking Simpson 2x8 Joist hangers TO THE Simpson 2x8 Joist hangers I Simpson 2x8 Joist hangers 2x8 ACQ House Beam (3) 200 Girder I 3068 Door Flashing 'LC E N S KI I Existing 3"Steel Column Simpson Hurricane Strapping i r CDX Subfloor BARS! Exlsti n , 6x6 ACO Post Pool Filter System 2x8 Floor Joists 016"oc. Match Existing Siding Match Existing Siding Stora a 30# Felt 301 Felt 2030 BOISSEAU AVE. i 2/6-16"as Wall Stalls 1/616" as Wall Suds 1/2' CDX 1 2" CDX SOUTHOLD, NEW YORK Existing 8" CMU Block Foundation x4 ACO Posts 2x6 Shoe 2x6 Shoe Simpson 6x6 Post Anchor on Poured Concrete Foundation 1,.2x8 ACC! Sill 2x8 ACO Sill DRAWING TITLE: Anchor Bolts 4-0" oc. " Anchor Bolts 4'-0"oc. Existing 4" PC. Slab ) � xisting 4" PC. Slab Grade �—Existing 8" CMU Block Foundation Existing 8"CMU Block Foundation on Poured Concrete Foundation on Poured Concrete Foundation V'x 18" Anchor Bolt CROSS SECTIONS AS Existing Conic. Footing Existing Conc. Footing NOTED Existing Conic. Foundation Existing Conic. Foundation Existing Conic. Foundation 12" Sona tube filled with Concrete. (Min. 3'-0" Below Final Grade) SET: ISSUED FOR: DATE: CROSS SECTION A CROSS SECTION B SCALE: 1/2" = V-0" 302 SCALE: 1/2" = V-0" 3�2 SEAL: DATE: JUNE 03, 2015 PROJECT NO: O� E ' YD 981-2015 C �. DEE,e ��'� PRAWN BY: BDK OC COPYRIGHT 201 D.A.K ASSOCIATES, LLC. — u ECKED BY: ALL FLOOR PLANS�' ND ELEVATIONS ARE PROTECTEDUNDER FEDERAL CYRIGHT LAW. 2P -.;_ " -"- JJD NOTE: """ t ��iELI NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT B� REPRODUCED WITHOUT Fo 0�2 �", �` WRITTEN AUTHORIZATION. F 1O ARE TO HAVE 3"x3" BASE FIRE BILOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ESQ, A302 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUIL ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DVB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing gencies, such as Suffolk County Dept. of Health Services, Town Building ® D-A"R ASSOCIIAM nc EACH END OR SIDE OF HOUSE 3 1 " Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/"x 9/ LVL HEADERS agencies prior to construction.