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HomeMy WebLinkAbout40132-Z o\psUFFaI, �oG Town of Southold 4/14/2017 3?; P.O.Box 1179 53095 Main Rd oyjj01 �0� t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38903 Date: 4/14/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 3500 Cox Neck Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-8-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/18/2015 pursuant to which Building Permit No. 40132 dated 9/29/2015 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 TO AN EXISTING ACCESSORY BARN AS APPLIED FOR The certificate is issued to LaVelle,Joseph of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED th ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40132 Date: 9/29/2015 t. Permission is hereby granted to: Lavelle, Joseph 264 Burlington Ave Deer Park, NY 11729 To: repair an existing accessory barn as applied for per Trustee approval. At premises located at: 3500 Cox Neck Rd SCTM # 473889 Sec/Block/Lot# 113.-8-1 Pursuant to application dated 9/18/2015 and approved by the Building Inspector. To expire on 3/30/2017. Fees: ALTERATION OF ACCESSORY BUILDINGS $180.00 CO -ACCE Y BUILDING $50.00 Total: $230.00 Building Inspector 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, 1957)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$$0.00,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$15.00 Date. G l / New Construction: Old or Pre-existing Building: V (check one) Location of Property: 2��0 O C -a House No." Street Hamlet Owner or Owners of Property: y©S 1c fP0c 1I.Psl�W`.,�'� Suffolk County Tax Map No 1000, Section 1 Block Lot Subdivision Filed Map. Lot: Permit No. �V Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary C rtifiate Final Certificate: (check one) Fee Submitted:$ A plicant Signature SOUTy�� ia cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INtULATION [ ] FRAMING / STRAPPING [ FINAL W. MVIV 9 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) REMARKS: rk#A r O cSTr �v �p�Gny�j tZ� DATE INSPECTOR TA CO 1 W - � 1 0 STATE ENEPLOY sr _ We -01 NO rira • Z 1 r as _ 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 l/ Survey SoutholdTown.NorthFork.net PERMIT NO. "r Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate 7Storm-Water Assessment Form (� Contact: Approved ,20 Mail to: Joseph Lavalle Disapproved a/c 3500 Cox Neck Rd Mattituck, NY 11952 Phone: 16314958567 Expiration 201 - i' Building Insp r - I�� 3� APPLICATION FOR BUILD T Date JUNE,01 2015 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,a new 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 Regul tions,forAtie-construction efb ldi gs,,additions,or alterations or for removal or demolition as herein described. The applic reed's t¢comply with all a ble laws, ordinances,building code,housing code,and regulations, and to admit autho Fm ilding for necessary inspections. SEP 17 2015 (Si ature of applicant or name,if a corporation) ADG DEPF 3500 Cox Neck Rd Mattituck, NY 11952 —— (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Joseph Lavalle (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. 1=, 1� 1:k (0 – VA Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3500 , Cox Neck Rd Mattituck, House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 8 Lot 1 i 4 v°i♦ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy BARN b. Intended use and occupancy no change 3. Nature of work(check which applicable):New Building Addition Alteration Repair X Removal Demolition Other Work (Description) 4. Estimated Cost —1 13C)0'a d Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor NA If garage, number of cars NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any:Front 20.2 Rear 20.3 Depth 30.6 Height 18' Number of Stories 11/2 Dimensions of same structure with alterations or additions: Front NA Rear NA Depth NA Height NA Number of Stories NA 8. Dimensions of entire new construction: Front NA Rear NA Depth NA Height NA Number of Stories NA 9. Size of lot: Front 160' Rear 43.96' Depth 251.39' 10.Date of Purchase 1 i I AX J a i a— Name of Former Owner —�-JQS'e 4 u g-V>-4 V" �"K-bfn M 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO 3500 Cox Neck Rd Joseph Lavelle Mattituck, NY 11952 phone No. 16314958567 14.Names of Owner of premises p Address Name of Architect Jakov Saric AIA Address 330w38, NY NY 10018 Phone No 19174022255 aa�� e Name of Contractor�kr` tAoo,4 'PrtsS�—�.t Address 5>���"sQ�p�0y w al Phone No, (v31 A3 to 3 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES '/NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT/ Y BE REQUIRED. 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 o 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 Joseph Lavelle being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Owner (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. Swoj:n,to before me this / DD`s" y of 20 `J ALBENA MITOVA ARY PUBLIC-STATE Notary Pubfic No. O1 M1624 41 Signature of Applicant Qualified In Suffolk unty My Commission Explres October 11. John M.Bredemeyer III, President �O� ®l® Town Hall Annex Michael J.Domino,Vice-President 54375 Main RoadP.O. Box 1179 James F. King,Trustee u, Southold,New York 11971-0959 Dave Bergen,Trustee ® �O Olaf � Telephone (631) 765-1892 Charles J.Sanders,Trustee COU NTI,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8643A Date of Receipt of Application: June 26, 2015 Applicant: Joseph LaVelle SCTM#: 113-8-1 Project Location: 3500 Cox Neck"Road, Mattituck Date of Resolution/Issuance: July 22, 2015 Date of Expiration: July 22, 2017 Reviewed by: Board of Trustees Project Description: To for the existing 20'3"x30'6" wooden barn; patch the roof at the back end; replace rotted studs and sistered new studs to existing; replace rotted rafters and wood siding; and floated cement on existing slab footprint to make level. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Joseph LaVelle, received on June 26, 2015, and stamped approved on July 22, 2015. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees � UIy Michael J.Domino,President 0� SO ®� ®l® Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders v, Southold,New York 11971 Glenn Goldsmith ® �O� Telephone(631) 765-1892 A.Nicholas Krupski ®l�Cou V Fax 631) 765-6641 D _[EC[E0'V[E DD BOARD OF TOWN TRUSTEES APR 1 3 2017 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE BUILDING DEPT. TOWN OF SOUTHOLD # 1326C Date: April 5, 2017 THIS CERTIFIES that the existing 20'3"x30'6"wooden barn;patch the roof at the back end; replace rotted studs and sistered new studs,to existing; replace rotted rafters and wood siding; and floated cement on existing slab footprint to make level; At 3500 Cox Neck Road, Mattituck Suffolk County Tax Map#1000-113-8-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 26, 2015 pursuant to which Trustees Administrative Permit#8643A Dated July 22, 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-the existing 20'3"x30'6"wooden barn; patch the roof at the back end; replace rotted studs and sistered new studs to existing; replace rotted rafters and wood siding; and floated cement on existing slab footprint to make level. The certificate is issued to JOSEPH LAVELLE. owner of the aforesaid proper Authorized Signature Scott A. Russell s° � � ST 1kU\M[\WA,`]F1EK SUPERVISOR 0 AMIA.NA\GIENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 �o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - - - --- - -- - - - - --- - - --- - - -- ---- -- - --- -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑El"13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. ite preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EfE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑E)/IF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 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. District NAME �QS SG(Q o1� N k—.)> 1 C. 4 1 ^ � (P � Section Block Lot FOR BUII_DI:N(' EPAR"1-N1ENT l,SE ONLY ..`� Contact Information fo31 y�� �`s�1 - •reiri,io�r w„o.a Reviewed By: Date Property Address / Location of Construction Work. — — — — ,— — — — — — — — Ci Ca — — — — ❑ Approved for processing Building Permit pQ C� �� Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — Cmc cc �j\S�'1 \l S ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Q�Qs�,��otx�o Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 C/> Southold, NY 11971-0959 s� BUILDING DEPIi RTMENT NOTICE OF. UTILIZATION.OF TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED WOOD'CONSTRUCTION ANI)•I,OR TIMBER CONSTRUCTION, Date: ` Owner:, Location of Property: �,•t .} ��.i, � tet.,; .,• Please take notice that the (check pplcabl�'line): `',y ; New residential structure4 Addition to existing residential structure Rehabilitation to ap�existing residential structure .- to be constructed or performed a#the u Ject pro'�et yi6ference above will Utilize ; (check applicable line): Truss type constructi6n.(T7i)- Pre-engineered wood,construction FWV _ Timber construction-(TC)^ in the following location(s) (check applicable line): Floor framing, including igirders.,and-boams (F)- Roof framing(R)1 t _ Floor and roof framing (FR) , Signature: Name (person " , ng this form): , Capacity( eck applicable line): Vc Owner Owner representative TrussResReg15.docx Effective,1/1/2015 6" DIAMETER REFFL'ECT:,iVE,RfiD ROMAN ALPHANUMERIC `•PANTONE _DESIGNATION,OF'CONSTRUCTION (PMS)i47 r' r ^� TYPE BxISED�ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2"MIN. - REFLECTIVE WHITE f 4 1/2" STROKE 1YESfCtA'I1t3FOit�'If7UCTtiRAL ---- - :fC•O,MPaN•E�'i`$.�•�Et'L1T'AREOF _ . '. .. '., '•+ '. - TRUSS CONSTRUCTION } "F" FLOOR FRAMING, INCLUDING + GIRDERS AND BEAMS'. "R" ROOF"FRAMING-, . "FR" I;4b R AICD k66F RKAMIKG -�-p' `��,�-► F wry,. _ 1I�Vi 7`l�f CAflI O:SIGN 'lJN\JaE 1(1l1-i H 19 WMR PART.12656l e- . WrMSCALE 013DES OIVISfOId DVPLCTRl &S IDEMFlCnflCN SIGN DtTC,00&2005 ti NEW YORK STATE DEPARTMENT OF STATE 7.7 DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �DEPkf 2TlSENTO�'Cti�; �®'toF soy®� M U-C, ao Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 March 29, 2017 lycoual, BUILDING DEPARTMENT TOWN OF SOUTHOLD Joseph LaVelle 264 Burlington Ave Deer Park NY 11729 Re: 3500 Cox Neck Rd, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are(deeded To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) (P-�r�'kj -� KTrustees 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 —40132 — Barn Repair l TOWN OF SOUT'HOLD--•"PROPERTY RECORD CARD 6-7 �ly- OWNER STREET VILLAGE DIST. SUB. LOT FORMEf -OWNER / N E , (. /' J � Ccs �01fkV1` �'F��'A � �� (:7. �rr'��� r r. � ����T°° . � ,� � W f/J(��)_ TYPE OF BUILDING �,"•,_.,�'-•� F„`"�"'F_{�`-'._,f�,.c."."'1"`�p,�r"��. VCU,�2 O GUS L'�,; 4 NJ•V','—�,l' f , V,'.r_� i RES. SEAS. VL. ; FARM ; COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS l� r7 _6 a 2— 0 (1 led,oSc-E X332,000 � '71 I� 0��5 hifi �y`G. fd �eY e7' �'.` - ,vim,, � Q G / �� ? `T L l%� I J��' ! -\ LFA -1[✓ (% /l!{'! f�./% 1 * ` I qi Cvi) . "� p o 0c? �' ,�r� �°,a t 3 0�- 1. iat �� �3- P- arr�►'1i .�'1 ��I �v ( nn ► t�� -` ��7.� Sot�: .� GE QEV s cA 3l c J sBUI ING �NDITION 5C -6 (�,1le- 'u�r► ',.c �`� NEW NORMAL BELOW ABOVE 2 10/1 a —COUP t �. der 513 -0C/110y7620 FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland S Y00 . Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD •�:Q^ �'_,j'`, • ;�?x_�_, ��, ��.� �J House Plot DEPTH , x BULKHEAD Total DOCK 1 - `�_Ys.'.•`;il+'_.�-';�,'2.•' .����}_�i�,I.'� •P. ,r.r�..� �r, .V.n .1 �f� .( '°'� .—.-_ /� f 1 u,-. r s;' 'ri• '�%t'���/`/.�� '-.,�'��7wti+:•,y 7��,{r1S��'( ,� .t i `'�' +�. I . :h,< '���•�.•��;, R+"' +.^ � -'R *, 44 UMI MI c a ,,', Lam, o-� ' •- ----.��` �-,~-a.�r.'� `� •.`a'��^t: =, = _ Kites s•;k ` ;=ate:.s..-•'.�r•.-�.t'.:. _�`�����.. "`*i:.•.i-rr:•�;:_—:-•-�' �,.: �-r:� ...,,;;� I n .Fx�cr..4'.,P�Y`':•-'"','..•q,. LF;'t., gk',`• '_ r,r 4'• -.�� ., r<. , :^�r:a S,.-... rq`.rr.. r' � o P^�Ivo- ;;a-, t;« -.o:,•.-"., � '� '�-.:j�';.a.•n�;,CS��•'-`.."r`�x•},,�sr,_h'�JSy,�,'""''�`^tf.*-� :��-•tor,,�`'i'-'t•.�.'y'-��'=-�r3•- 113-8-1 02/02 M. Bldg. 2e X2Foundation Bath Dinette 5`�' •�lo^� Extension3.o X t ( ?� oo ���_ Basement . " Floors K. _ r � Extension Ext. Walls• , Interior'Finish P9,cc ' LR. Extension Fire Place } Heat O- DR. Type Roof ��. � Rooms 1st Floor BR. 3 Porch Recreation Roo U Rooms 2nd Floor FIN. B. -- Porch Dormer Breezeway Driveway Garage �/ua- � %��'� '" r1 /.00 n 1 IJ.G, —G—B7— 11' Total r f lz� -50=7T SURVEY OF DESCRIBED PROPERTY SITUATED AT MATTIT UCK SUFE LK COUNTYLD , NEW YORK S.C.T.M. NO. 1000-113-8-1 •� P�,�' UPLAND AREA = 23,830 SQ. FT. yy�, ELEVATIONS ARE N.G.F.D. 988 DATUM/ EXIST. LOT COVERAGE = 2,058 SQ. FT. 8.6% o a ,•�J E NOT SHOWN AND UTUTY POLE LOlJ1GUARANTEES OR COMFWAVONS ARE NOT �ARE NOTRGU4RANTEED GROUND ES THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES 70 THE PROPERTY LINES ARE FOR sPECM PURPOSE L 4 MVV e ERECTION OF FENCES. RETAININGO WALLS POOLS PAWS, PPIANRNG ARMS GUIDE THE EV IO �J AMNION 70 BUILDINGS AND OTHER CONSIRUCRON. THE EXISTENCE OF RIGHT Wy OF WAYS, WE7IANDS ANDIOR EASEMENTS OF RECORD.IF ANY. NOT SHOWN 1� ARE NOT GUARANTEED q• �. •��� \\ UN4UIHORIZED ALTETLIRON OR ADDNION TO THIS SURVEY IS A WOLA770H OF �r SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP 1 �n,• �� Noj/ OR �' - NOT BERING THE LAND SURVEYORS SPATURE AND RED INK OR EMBOSSED SEAL SHALL 1 Tolnv p FLRil—mY NOT BE CONSIDERED A TRUE VALID COPY -44 p F`SOUT'76 j - ALL LOCA77ONS OF AND DISTANCES TO WELL5 AND CESSPOOLS ARE BY LOGIRONS \ -•d \w .�pN 84-18 A FROM HOMEOWNERS, FIELD OBSERVATIONS ANDIOR INFORM4RDN OBTAINED FROM O �0 , v L, 00 E 0 ERs.SINCE MOST ARE NOT VISIBLE THESE LOCAnONS AND DIMENSIONS CANNOT Jl _— �• e3 _DIL'!I'EIYAY \ 15�. (. BE CE�m�I"m- to \� cc`` Ci 30.6 Cq Q V FFEL.10.6' x j` 11 (_ ) 7 / ,coi RO \\ Cv 26.01 3 �FQ ' gr. � -``1 �o W MATTITUCK D _R#rQD _ �� ,`� .a 6' y �; SIiE sF CREEK k r} 650,1 E \\ii3 (HOWARDS BRANCH) C.LEL.16.6' �2 SZ, Dvvq 9 o � :a`sso WOOD ap cy O 29. ,. z6 4 EL 15.8' \ \ \ �ll \ — Qk �_7� O srcn 9oG'3 Ini / STONE U.P. �—�\ 2ZZ .5'x3.o)a1 1f` 3500E I 30 2 — ylOODED 7 �� 77 �EL 2.9' TD I 1 STY. —— SZ 4 cRAF.FEL 17.B' 8. �`�'�1j��, �: �\ SP E twi N DEJfO OD N, -PLAT. � � 07�ss�• -A' - p ' N X45 0 OF ox�F,iA OWICx L.24.1' � � r ^^ s Nod p2dART� � EL.24.7' r� o \ \� JOpS ` PAT T. SECCAFICO oN• �i PROFESSIONAL LAND SURVEYOR, P.C. — SUCCESSOR TO — w DONALD TASE, L.S. RICHARD WILHELM AND ASSOCIATES w NORTHSTAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. 328A Main Street Hampton Atrium Unit D-4 Center Moriches, NY 11934 186 W. Montauk Highway Hampton Bays, NY 11946 Phone: (631) 878-0120 Phone: 631 728-5330 Fax: (631) 878-7190 Fax: (631) 728-6707 N.Y.S. LIC. NO. 049287 COPYRIGHT — 2012 PAT T. SECCAFICO P.L.S., P.C. FILE NO. 51067 SCALE: 1" 30' DATE: 02/08/2012 GENERAL NO. OR SIZE OF RESIDENTAL CODE NYS CONSTRUCTION DRAWING LIST JAKOV SARIC I. SITE WORK: INCLUDES ALL DEMOLITION, SITE CLEARING, EXCAVATION, 0/C OF NAIL SHEET# SHEET NAME FILLING, GRADING DRAINAGE, AND RELATED ITEMS NECESSARY TO ITEM NAILS BOX OR COMMON ARCHITECT SPECIFICATIONS AND METHODOLOGIES COMPLETE THE WORK INDICATED ON DRAWINGS. 2. IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES TOE NAIL TO PLATES, SILL OR GIRDER3 8D RC OF NYS FOUNDATION G-100 GENERAL NOTES 330 WEST 38 STREET AND REGULATIONS AND REFERENCED STANDARDS OF THESE TO PARALLEL ALTERNATE JOISTS 3 16D CHAPTER 4 A-100 PLOT PLAN , BARN GROUND NEW YORK, NY 1001188 SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN. AT LAPS OVERBEARING, FACE NAIL 3 16D LEVEL , PARTIAL BARN ROOF TEL:212 380 6114 3. STRUCTURAL SPECIFICATIONS AND DRAWINGS FOR THIS WORK HAVE STUDS GENERAL R401 PLAN FAX:212 918 3439 BEEN PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED END NAIL TO PLATES 2 16D R401 2 REQUIREMENTS A-200 BARN ELEVATIONS EMAIL:JAKOV.SARIC.RA@GMAIL.COM ENGINEERING PRACTICE TO MEET MINIMUM REQUIREMENTS OF THE OR TOE NAIL 2 EA. SIDE 4 8D FOUNDATION CONSTRUCT ON SHALL BE CAPABLE OF LATEST EDITION OF THE RESIDENTIAL CODE OF THE NEW YORK STATE TOP PLATES ACCOMMODATING ALL LOADS ACCORDING TO SECTION R30 AND OF A-300 BARN LONGITUDINAL AND WALL CONSULTANTS: 4. SPECIFICATIONS AND DRAWINGS INDICATE FINISHED STRUCTURE. SPIKE TOGETHER 16" 0/C 16D TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING SOIL. FILL SECTIONS Y CU ANC pn BUILDER SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS, LAPS & INTERSECTIONS, FACE NAIL 2 16D SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE A-500 DETAILS * ' (� ,� ('� PROCEDURES, AND CONDITIONS (INCLUDING SAFETY), EXCEPT AS BLOCKING DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. TO PLATE 2 16D ENGINEERING PRACTICES GRAVEL FILL USED AS FOOTINGS FOR WOOD I-JbE IS UNLAWFUL `r ' f��Ic U 5. CONSTRUCTION LOADS SHALL NOT OVERLOAD STRUCTURE NOR SHALL OR TOE NAIL 4 8D AND PRECAST FOUNDATIONS SHALL COMPLY WITH SECTION R403. bra '1 �? P fWITHOUT CERTIFICATE THEY BE IN EXCESS OF DESIGN LOADINGS INDICATED ON DRAWINGS. TO JOIST EACH SIDE 2 16D 6. BUILDERS SHALL VERIFY ALL MATERIALS, DIMENSIONS, OR TOE NAIL 4 8D R401.3 DRAINAGE DATE: 2 �? B.P•,�b�3a: p� OCCUPANCY AND CONDITIONS SHOWN ON STRUCTURAL OR NOTED BRIDGING SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER '�� IN STRUCTURAL SPECIFICATIONS. ANY VARIANCES WITHIN STRUCTURAL TOE NAIL TO JOISTS, EACH END 2 8D CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO FEE: 4BU'llLDfNG. SPECIFICATION OR WITH CONDITIONS ENCOUNTERED AT STUDS NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE NOTIF I)v:1'>>RT`.SE�lT AT DRAWINGS AND S THE JOB SITE, SHALL BE REPORTED TO OWNER IN WRITING BEFORE CORNER, ANGLE, OR MULTIPLY 24"0/C 16D WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MIN 785-1802 8 Am TO 4 PM FOR THE SCALE: 12" = I'-O" COMMENCEMENT OF ANY WORK EFFECTED BY SUCH VARIANCE. 2"X LAMINATED BEAMS OR LINTELS MUM OF 6 INCHES WITHIN THE FIRST 10 FEET. 7. BUILDER SHALL RIGIDLY ADHERE TO ALL LAWS, CODES, AND ORDINANCES SPIKE TOGETHER 16"O/C 16D 1. FOUNDATION INSPECTIONS: WHICH APPLY TO THIS WORK. WE SHALL NOTIFY AND RECEIVE DOUBLE JOISTS OR HEADERS TR"JSS PLACARDIN�REQUIRED i. FOLD dDAT10"J - T\n�0 REOU!RED DRAWN BY: CLARIFICATION FROM OWNER IN WRITING OF ANY VARIATIONS BETWEEN SPIKE TOGETHER, ALONG EA. EDGE 16"O/C 16D MATERIALS R402 FOR POURED CONCRETE CONTRACT DOCUMENTS AND GOVERNING REGULATIONS. PLYWOOD SHEATHING AND SUB®FLOOR NAILING R402.1.1 FASTENERS 2. ROUGH - FRAMINIG & PLUMBING CHECKED BY: JAKOV S. ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, AT EDGES OF EACH SHEET 3/8" THK. 8D 6"O/C MAX. FASTENERS USED BELOW GRADE FOR USED IN KNEE WALL 3. INSULATION NODE STAMP a SIGNATURE ASSEMBLIES, ETC. SHALL BE HANDLED AND INSTALLED IN ACCORDANCE 1/2" & 5/8" THK IOD 6"O/C MAX. CONSTRUCTION SHALL BE OF TYPE 304 OR 316 STAINLESS 4. FINAL - CONSTRUCTION MUST WITH MANUFACTURER'S INSTRUCTIONS AND PROVISIONS OF APPLICABLE STEEL. FASTENERS USED ABOVE GRADE SHALL BE OF TYPE 304 OR 316 BE COMPLETE FOR C.O. RESEARCH RECOMMENDATIONS. WHERE SPECIFIC MANUFACTURED AT INTERIOR OF EACH SHEET SPACE NAILS 10"O/C FOR 3/8" AND STAINLESS STEEL STEEL,SILICON BRONZE COPPER, HOT-DIPPED ALL CONSTRUCTION SHALL MEET THE / ED PRODUCTS ARE CALLED FOR, GENERIC EQUALS WHICH MEET APPLICABLE 1/2" THICK PLYWOOD). SHEATHING SHALL BE NAILED AS GALVANIZED (ZINC COATED) STEEL NAILS OR HOT-TUMBLED /�S��RovrSARC'S'i STANDARDS AND SPECIFICATIONS MAY BE USED. FOLLOWS, EXCEPT WHERE SHOWN, OTHERWISE: GALVANIZED (ZINC COATED) STEEL NAILS. ELECTROGALVANIZED STEEL REQUIREMENTS OF THE CODESSOF NEW �C9 P Ri I)ROOF PLYWOOD: 8D COMMON AT 6" 0/C AT ALL SUPPORTED NAILS AND GALVANIZED (ZINC COATED) STEEL STAPLES SHALL NOT BE YORK STATE. NOT RESPONSIBLE FOR (r 0 CONCRETE EDGES AND AT 12" 0/C AT INTERIOR SUPPORT. PERMITTED. DESIGN OR CONSTRUCTION ERRORS. I. CONCRETE CONSTRUCTION SHALL CONFORM TO 2)FLOOR PLYWOOD: 8D COMMON AT 6" 0/C AT ALL SUPPORTED =F1 I SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILI " DINGS" EDGES AND AT 10" 0/C AT INTERIOR SUPPORTS. R402.1.2 WOOD TREATMENT (ACI 301), RECOMMENDED PRACTICE FOR CONCRETE FORMWORK3)WALL PLYWOOD SHEATHING DIRECT TO FRAMING: IOD COMMON AT 6" 0/C ALL LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE WITH "" q° ! �,- CODES OF "(ACI 347), RECOMMENDED PRACTICE FOR MEASURING, MIXING, ALL PANEL EDGES AND AT 10"O/C AT ALL INTERIOR STUDS. AWPA C22 AND BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING ; • , - r; ; .- & TOWN CODES �9�F 037199 TRANSPORTING. AND PLACING CONCRETE." (ACT 304). B. ANCHOR ALL STUDS AT DOOR OPENINGS, ENDS, AND CORNERS 0.60 RETENTION. A.CONCRETE SHALL HAVE MINIMUM 28 DAY FIELD CURED `-`���' F (�E�N COMPRESSIVE STRENGTH OF 3500 PSI (F'C - 3500 PSI), OF WALLS WHICH ARE SHEATHED WITH PLYWOOD AND /OR PS I-1-�J�RED F1'(`�� CONDITIONS OF � p UNLESS OTHERWISE SPECIFIED. GYPSUM BOARD TO BOTTOM PLATE WITH 2 SIMPSON A935 R402.2 CONCRETE FRAMING ANCHORS. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH - B.USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, C. ALL MANUFACTURED CONNECTION HARDWARE SHALL BE AS AS SHOWN IN TABLE R402.2 (SECTION R402.2). CONCRETE SUBJECT TO ;; -^ Y �,� ARD CLIENT NAME: PROVIDED NOT LESS THAN 4% NOR MORE THAN 8% ENTRAINED DESIGNATED OR DRAWINGS AND INSTALLED AND FULL NAILED IN WEATHERING (TABLE R301.(2)) SHALL BE AIR ENTRAINED AS SPEC FED AIR FOR CONCRETE EXPOSED TO FREEZING AND THAWING, AND CONFORMANCE TO MANUFACTURE'S INSTRUCTIONS AND N TABLE R402 2 SECTION R402 2) CONCRETE MIXTURES FOR GARAGE ,� u( ',`';: :_; ;�';�;'V'RUSiE�S JOSEPH LAVELLE FROM 2% TO 4% FOR OTHER CONCRETE. APPLICABLE ICBO APPROVAL. AND SUPPORT SLABS AND EXTERIOR LOCATIONS THAT WILL BE C.ADMIXTURE CONTAINING CHLORIDE SALTS SHALL NOT BE D. ALL STEEL CONNECTION ASSEMBLIES DETAILED ON DRAWINGS EXPOSED TO DEICING CHEMICALS SHALL NOT HAVE MAX MUM WEIGHT USED. SHALL BE FABRICATED FROM ASTN A36 STEEL IN CONFORMANCE OF FLY ASH SILICA FUME, SLAG OR OTHER POZZOLANS THAT EXCEED D.MATERIALS FOR CONCRETE: WITH APPLICABLE REQUIREMENTS OF AISC "SPECIFICATION FOR THE PERCENTAGE OF TOTAL WEIGHT OF CONTENTIOUS MATERIALS I.PORTLAND CEMENT ASTM C150 TYPE AS REQUIRED. THE DESIGN. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SPECIFIED IN SECT ON 4.2.3 OF ACI 318. MATERIALS USED TO RETAIN STORM WATER RUNOFF 2. AGGREGATES ASTM C 33. 3. WATER PORTABLE, CLEAN, FREE FOR BUILDINGS." WELDING SHALL CONFORM TO AWS DI.I. PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE PURSUANT TO CHAPTER 236 REVISION SCHEDULE OF OILS, ACIDS, ALKALI, AND ORGANIC MATTER. E. INSTALL LAG SCREWS IN DRILLED LEAD HOLES WITH A APPLICABLE STANDARDS LISTED IN CHAPTER 3 OF ACI 318. OF THE TOWN CODE. NO# DATE BY DESCRIPTION 4. AIR ENTRAINING ADMIXTURE ASTM C 260. DIAMETER EQUAL 5. WATER REDUCING ADMIXTURE ASTM C 494. TYPE A. TO 3/4 OF THE SHANK DIAMETER (LAG SCREWS SHALL NOT BE FOOTINGS R403 E.MEMBRANE FORMING CURING COMPOUNDS: ASTM C 309. HAMMERED IN). MAX OF SOAP LAG SCREWS. PROVIDE WASHERS R403 GENERAL �. ., F.FORM MATERIALS: UNDER HEADS BEARING ON WOOD. HOLES SHALL BE PROPERLY ALL EXTERIOR WALLS-SHALL BE SUPPORTED ON CONTINUOUS SOLID OR I)EXPOSED CONCRETE SURFACES: PANEL TYPE TO PROVIDE ALIGNED. FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, CRUSHED STONE CONTINUOUS STRAIGHT, SMOOTH FINISH. USE LARGEST F. BOLT HOLES SHALL BE DRILLED 1/16" LARGER THAN BOLT FOOTINGS WOOD FOUNDATIONS OR OTHER APPROVED STRUCTURAL PRACTICAL SIZES TO MINIMIZE FORM JOINTS. DIAMETER. PROVIDE WASHERS UNDER ALL BOLT HEADS AND NUTS SYSTEMS. PROJECT ADDRESS: 2)UNEXPOSED CONCRETE SURFACES: SUITABLE MATERIALS, BEARING ON WOOD.HOLES SHALL BE PROPERLY ALIGNED. 3500 COX NECK DRESSED ON AT LEAST 2 EDGES AND ONE SIDE FOR TIGHT FIT. IN NO CASE SHALL MISALIGNMENT BE ALLOWED WHICH PREVENTS R403.1.1 MINIMUM SIZE 2. CONCRETE SHALL BE OF : "READY MIXED CONCRETE" AND SHALL PROPER BEARING OR ALIGNMENT OF MEMBERS. OVERSIZE HOLES MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS ROAD, TOWN OF CONFIRM TO ASTM C 94. MIX ALTERNATE NO. 2. SHALL NOT BE ALLOWED. BOLTS SHALL BE A307 BOLTS. NUTS SET FOR H N TABLE R403 I AND FIGURE R403 1) A.AT TIME OF PLACEMENT, CONCRETE SHALL HAVE A SLUMP OF SHALL BE TIGHTENED SNUG. SPREAD FOOTINGS SHALL BE AT LEAST 6 INCHES IN THICKNESS SOUTHOLD 4" MAXIMUM (PER ASTM C143). 3. INSTALLATION: FOOTING PROJECTIONS SHALL BE AT LEAST 2 INCHES AND SHALL NOT B.ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED A. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS EXCEED THE THICKNESS OF THE FOOTING THE SIZE OF THE FOOTINGS DURING THE WORK SHALL HAVE 2 X4 STUDS PLACED AT 16"O/C, EXCEPT WHERE SUPPORTING PIERS AND COLUMNS SHALL BE IN ACCORDANCE WITH 3. CONCRETE WHEN PLACED SHALL HAVE A TEMPERATURE BETWEEN 50 SHOWN OTHERWISE. TABLE R401.4 FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN DEGREES AND 70 DEGREES F. TEMPERATURE OF CONCRETE DURING MIXING B. TOP PLATES SHALL BE DOUBLED ON ALL STUD WALLS. ACCORDANCE W H THE DETAILS SET FORTH IN SECTION R403.2 AND OF TRANSPORTATION SHALL NEVER BE LOWER THAN 40 DEGREES F. NOT C. CRIPPLES UNDER HEADERS SHALL BE CONTINUOUS TO SOLE FIGURES R403.1 (2) AND R403.1 (3). PROJECT SCOPE: HIGHER THAN 90 DEGREES F. PLATE A.DURING COLD WEATHER (AMBIENT TEMPERATURES BELOW 40 D. BLOCK ALL STUD WALLS AS REQUIRED FOR SHEATHING. R403.1.2 CONTENTIOUS FOOTING IN SEISMIC DESIGN CATEGORIESDO.DI LEGALIZING DEGREES F)BUILDER SHALL MAINTAIN CONCRETE AT A MINIMUM E. BLOCKING 2" WIDE OF EQUAL DEPTH OF THE MEMBERS AND D2 TEMPERATURE OF 50 DEGREES F. FOR 3 DAYS AND ABOVE 32 SHALL BE PROVIDED BETWEEN ALL JOISTS AND RAFTERS AT THE BRACED WALL PANELS A EXTERIOR WALLS OF A EXISTING BARN DEGREES F. FOR 14 DAYS FOLLOWING ITS PLACEMENT. FOLLOW THEIR SUPPORTS, UNLESS MEMBERS ARE NAILED TO A RIM BUILDINGS AND ALL REQUIRED INTERIOR BRACED WALL PANELS IN ACI 306R RECOMMENDATIONS FOR COLD WEATHER JOIST. BUILDINGS WITH PLAN DIMENSIONS GREATER THAN 50 FEET IN SEISMIC FRAME REPAIRS CONCRETING. F. BEAMS, GIRDERS, AND JOISTS SUPPORTING BEARING WALLS DESIGN CATEGORIES DO.DI AND D2 SHALL BE SUPPORTED BY B.DURING HOT WEATHER (AMBIENT TEMPERATURE ABOVE 80 OR OTHER CONCENTRATED LOADS, SHALL NOT BE NOTCHED. CONTINUOUS FOOTINGS. DEGREES F)BUILDERS SHALL FOLLOW RECOMMENDATIONS FOR JOISTS, EXCEPT AS ABOVE MAY BE NOTCHED NO DEEPER THAN HOT WEATHER CONCRETING AS DESCRIBED IN ACI 305 R AS 1/4 THE DEPTH, AT TOP EDGE ONLY PROVIDED SUCH NOTCHES R403.1.3 SEISMIC REINFORCING REQUIRED TO MINIMIZE TEMPERATURE AND SHRINKAGE LOCATED WITHIN 1/8 TO 1/4 OF SPAN FROM FACE OF SUPPORT. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO,DI CRACKING OF CONCRETE. SAWCUTS FOR NOTCHES SHALL NOT BE LARGER IN DIAMETER AND D2 AS ESTABLISHED IN TABLE R301.2 (1) SHALL HAVE MIN MUM 4. CONCRETE SHALL BE CONVEYED AND DEPOSITED IN ACCORDANCE WITH THAN 1/10 THE DEPTH OF MEMBER AND SHALL BE LOCATED REINFORCEMENT SET FORTH IN THIS SECTION FOR CONSTRUCTION RECOMMENDATIONS OF ACI 403. WITHIN CENTER HALF OF THE SPAN. HOLES AND NOTCHES IN JOINTS CREATED BETWEEN A CONCRETE FOOTING AND A STEM WALL WOOD STUDS SHALL NOT EXCEED I" IN DIAMETER OR DEPTH. STUDS WHERE A GROUTED MASONRY STEM WALL IS DRAWING TITLE: I. MATERIALS: ON EXTERIOR WALLS SHALL NOT BE NOTCHED. SUPPORTED ON A CONCRETE FOOTING AND STEM WALL AND WHEN GENERAL NOTES A. SAWN LUMBER. G. JOISTS, RAFTERS, AND DECKING SHALL NOT BE CUT AND MASONRY STEM WALLS WITHOUT SOLD GROUT AND VERTICAL I)SAWN LUMBER CALCULATIONS ARE BASED ON DOUGLAS HEADED OR DISPLACED TO PROVIDE FOR OPENINGS IN ROOFS REINFORCEMENT ARE NOT PERMITTED. FIR-LARCH, EXCEPT AS SHOWN OTHERWISE ON DRAWINGS, OR FLOORS, EXCEPT AS DETAILED ON DRAWINGS. GRADED IN ACCORDANCE WITH STANDARD GRADING RULES OF H. INSTALL ALL HORIZONTAL MEMBERS WITH CROWN UP. R403.1.4 MINIMUM DEPTH WWPA OR RULE NO. 16 OF WCLB, AS FOLLOWS: I. ALL MEMBERS IN BEARING SHALL BE ACCURATELY CUT AND ALL EXTERIOR FOUNDATIONS SHALL BE PLACED AT LEAS 2 ALIGHT FRAMING NO. 2 AND BETTER ALIGNED SO THAT FULL BEARING IS PROVIDED WITHOUT THE INCHES BELOW UNDISTURBED GROUND WHERE APPLICABLE. THE DEPTH B.STUDS ® NO. 2 AND BETTER (LIGHT FRAMING) USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4 I THROUGH C.JOISTS AND PLANKS NO. I AND BETTER OF SUPPORT UNDER R403.1.4.2 EXCEPT FOR FROST- PROTECTED FOOTINGS PERMANENT Lu D.BEAMS AND STRINGERS DENSE NO. 1 AND BETTER J. ALL RAFTERS SHALL BE NOTCHED FOR FULL BEARING AT ALL SUPPORT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION E.POSTS AND TIMBERS DENSE NO. I AND BETTER SUPPORT. R403.1.4.1 IN SEISMIC DESIGN CATEGORIES DO,D I AND D2 INTERIOR PROJECT DATE: ui 2)ALL 2" LUMBER SHALL BE SEASONED TO 19% MAXIMUM K. ALL JOISTS SHALL HAVE A MINIMUM OF 2" BEARING AT FOOTINGS SUPPORTING BEARING OR BRACING WALLS AND CAST 09.28.2007. N MOISTURE CONTENT. SUPPORT. CAPING JOISTS SHALL HAVE 6" LAPS CENTERED MONOLITHICALLY WITH A SLAB ON GRADE SHALL EXTEND TO A DEPTH a 3)ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL OVER INTERIOR SUPPORTS. OF NOT LESS THAN 18 INCHES BELOW THE TOP OF THE SLAB - SECT ON ISSUED FOR FILING SHALL BE PRESSURE TREATED PER UBC STANDARD 25 12. L. LEDGERS AND STUD WALL FOUNDATION SILL PLATES SHALL R403.1.4. 2 � BE BOLTED TO CONCRETE WITH ANCHOR BOLTS OF SIZE AND MINIMUM PROJECT# Y 2. CONNECTIONS: SPACING AS SHOWN ON DRAWINGS. AT LEAST TWO BOLTS SHALL BE R403.1.5 SLOPE w A. NAILING. MINIMUM NAILING REQUIREMENTS FOR STANDARD PROVIDED FOR EACH PIECE WITH ONE BOLT WITHIN 12" OF EACH ENC. FOOTINGS SHALL BE STEPPED WHERE IT S NECESSARY TO DRAWING# z CONNECTIONS UNLESS SPECIFICALLY SHOWN OF NOTED OTHERWISE. CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR AUTOMATIC NAILING OF STAPLING DEVICES SHALL NOT BE USED WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTING G-100 I OF 5 a WITHOUT PRIOR APPROVAL OF METHOD AND FASTENERS BY OWNER. EXCEEDS ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL BSCAN STICKER m (0 PERCENT SLOPE). 0 m CL 0 Of 0 v 0 JAK OV SARI C 3 ARCHITECT N -30 EX. NO CHANGE 330 WEST 38 STREET,#309 30' - 6" NEW YORK, NY 10018 A-200 LAND NOW OR FORMARLY OF TEl 380 6114 TOWN OF SOUTHOLD FAX:212 918 3439 20' - 5" 4" 9' - 4" 4" EMAIL:JAKOV.SARIC.RA@GMAIL.COM S 84 18'00" E 156.30' CONSULTANTS: - - - - EARTH - - - - - - - - - N DRIVEWAY N \ Q 30.6' AREA OF BARN TO BE REPAIRED SHED NicS FR.BARN f cov 2 A-200 o o aF.F.EL. 10.6' Z 5 - SCALE: AS INDICATED a �` -50 o ' 30.1' m DRAWN BY: o // z w 4 3 a -50 -50 CHECKED BY: JAKOV I / O - 19 - 1 NODE STAMP 8 SIGNA REAR r EARTHc�� pv sq�c Cy�T O A-200 DRIVEWAY / x � P� W o ® I I I cu BER Wq -30 o i -30 RET. LLw i10 L , —J o ' I ' Z z I V" a -50 \ OF NE / m / X \ uj CLIENT NAME: JOSEPH LAVELLE 2 STY. FR. DWG. — i Q ' 3500 1 STY. # i EX. DOOR EX. WINDOW O I F.F. EL.17.8' WD. REVISION SCHEDULE ry o i DECK NO# DATE BY DESCRIPTION r 20' - 0" 4" 9 - 4 4" 01 (� oO WOOD 30' - 11. W o PLAT. z � / EX.NO CHANGE PROJECT ADDRESS: N / BARN GROUND LEVEL Z 1 - 1/411 = I,_o„ 3500 COX NECK X / ROAD, TOWN OF U 4" 91 - 5" 4" SOUTHOLD (2x4) 2x4 PROJECT SCOPE: SN 10 NO 0 MPR� JP ---- - - - - / �PNQPN _,, Ili 2x6 — LEGALIZING 2X6 EXISTING BARN 2x6 I, ill FRAME REPAIRS PLOT PLAN„ 2x6 II 1/16 I 0 Of -i 2x6 O I LL--=---I DRAWING TITLE: 0 lid 0 L - ° — PLOT PLAN , BARN N 1 2x6 GROUND LEVEL , N 2x6 (2x4) ==w PARTIAL BARN ROOF -- - 2X6 (2x4) PLAN I � - 2x6 (2x4) I- — W _ it - PROJECT DATE: ori - 2x6 (2x4) l 09.28.2007. o _— _ — — _ _ Ii 2x6 (2X4) I! ISSUED FOR FILING 0 — - -- - - - - — PROJECT# w 2X6 (2X4) DRAWING# Z Q _ 2x6 PROPOSED FRAMING MEMBER A-IOO 2 of 5 m - (2x4) EXISTING FRAMING MEMBER BSCAN STICKER 0 3 PARTIAL BARN ROOF 13- 1/4 - 1'-0 U O , JAK OV SARI C ONEW Ixl2 WOOD BOARD ARCHITECT 330 WEST 38 STREET,#309 ONEW CONC. SLAB NEW YORK, NY 10018 TEL:212 380 6114 FAX:212 918 3439 EMAIL:JAKOV.SARIC.RA@GMAIL.COM CONSULTANTS: L 10' - I" EX. NO CHANGE 10 CM- SCALE: 1/4" = 1'-0" w Lu 01. z DRAWN BY: z in _ 1' 10 u CHECKED BY: JAKOV U - O = Z o = NODE STAMP& SIGNATURE 0, X i w � QED ARL,y\ V SARIC T��\ I I Fill 2. 1 1 I I I I III III I I—III Iii i i _III _I I(( I — I I �- Iii I I I_I I I I- \ �•9�� 03719'3 OF N� NORTH ELEVATION E AST ELEVATION1/411 1/411 11-011 CLIENT NAME: JOSEPH LAVELLE =DATEIBY4' ION SCHEDULE DESCRIPTION PROJECT ADDRESS: 3500 COX NECK ROAD, TOWN OF SOUTHOLD EX. NO CHANGE PROJECT SCOPE: LEGALIZING EXISTING BARN 10 FRAME REPAIRS w C) z a U U O i Z i W DRAWING TITLE: ' BARN ELEVATIONS �- III III n SOUTH ELEVATION W PROJECT DATE: N 09.28.2007. Q 0 ISSUED FOR FILING re Y PROJECT# U w Z DRAWING# ZA-200 3 OF 5 ry Q m BSCAN STICKER X 0 m Q- 0 0 U JAK OV SARI C ARCHITECT EXIST. WOOD RAFTER 2 x 4 330 WEST 38 STREET,#309 NEW WOOD RAFTER 2 x 4 NEW YORK, NY 10018 TEL:212 380 6114 NEW WOOD RAFTER 2 x 6 FAX:212 918 3439 EMAIL:JAKOV.SARIC.RA@GMAIL.COM SIMPSON STRONG TILE "H2.5" CONSULTANTS: METAL ANCHOR CLIP 1 2 —50 —50 N EXISTING 2x4 DOUBLE a` _ PLATE SCALE: AS INDICATED Lu 0 Q I I I DRAWN BY: coU o I I CHECKED BY: JAKOV X NODE STAMP 8 SIGNATURE Lu — a - = _ o / o ARCH,TF a, Z / �� .O SARIC �'j• W dy ° NEW Ixl2 WOOD BOARDS 1 MI BARN LONGITUDIONAL SECTION =NAME: 1 1/411 = 1'-0" JOSEPH LAVELLE EXISITNG 2x4 REVISION SCHEDULE lNO#j DATE JBYJ DESCRIPTION PROJECT ADDRESS: - 3500 COX NECK WOOD TO BE PROTECTED SIMPSOf STRONG TIE "A35" ROAD, TOWN OF MTL. TERMITE SHIELD SIMPSO� STRONG TIE "BPS" SOUTHOLD AT 45 ANGLE FROM WALL. SEAL ALL SEAMS AND HOLES 2 NEW 2 x 4 SOLE —30 PLATE PROJECT SCOPE: MTL TRMITE SHIELD - LEGALIZING MINIMUM 6" TO GRADE " ' ° FROM TREATED WOOD: :� = a. < - _ a0 : ._ .< - a ° EXISTING 18" TO UNTREATED WOOD _ ; ". - NEW CdNC. SLAB POURED ; a ° 4. i ° e a BARN TO LEV�L THE EXISTING FLOOR I FRAME REPAIRS EX. CONC. SLAB REMOVE ALL TREE STUMPS,I ROOTSIDTERMITES I IIn — RAPS,E TERM FROM BUILDING SITE TO DSC =I = I= - - - - - — - — - - - — - — - — - — DRAWING TITLE: BARN LONGITUDINAL TERMITE SHIELDS z BARN WALL SECTION AND WALL SECTION: 1n — r-o° -011 Lu PROJECT DATE: 09.28.2007. 0 N Q ISSUED FOR FILING 0 PROJECT# U Lu DRAWING# Z Z A-300 4 OF 5 m BSCAN STICKER X 0 m IL 0 0 U D JAK OV SARI C ARCHITECT 330 WEST 38 STREET,#309 ASPHALT SHINGLES NEW YORK, NY 10018 TEL:212 380 6114 3/4" PLYWOOD SHEATHING FAX:212 918 3439 EMAIL:JAKOV.SARIC.RA@GMAIL.COM 2x4 EX. RAFTERS CONSULTANTS: REINFORCED WITH 2x6 NEW RAFTERS ASPHALT SHINGLES ON 15# FELT SIMPSON STRONG TILE "HIO" 3/4" PLYWOOD SHEATHING EXIST. ROOF RAFTERST SIMPSON STRONG TILE "H2.5" EXIST. CRIPPLE STUDS 2x4 EX. RAFTERS REINFORCED WITH SCALE: 1" = 1'-0" EXIST. JOIST 2x6 NEW RAFTERS 0 DRAWN BY: 22x6 AND 2x4 LEDGER EXIST. DOUBLE TOP CHECKED BY: JAKOV PLATE 2 x 4 NODE STAMP & SIGNATURE s:V PRCH/ EXISTING WOOD BOARDS RIC T�cc� , NEW 2"x 12 JOIST HEADERLu EXISTING LEDGERrr - EXISTING HEADER WOOD STUD ANCHOR g �O 3x10 143 F �t'� / NEW HEADDER 3/4" PLYWOOD SHEATHING (2) 2x10" CLIENT NAME: SIMPSON STRONG TILE "CCQ" 2 CALLOUT DETAIL 2 I - JOSEPH LAVELLE I -O NEW POST NEW POST (3) 2x4 (3) 2x4 REVISION SCHEDULE NO# DATE BY DESCRIPTION EXISTING 2x4 NEW Ixl2 WD. STUD WD. BOARD CALLOUT DETAIL I NEW (2) 2"x6" SIMPSON STRONG WD. POST TIE "HTT" PROJECT ADDRESS: 3500 COX NECK EXISTING WALL ° ROAD, TOWN OF SIMPSON STRONG TIE ITH OI C�OI D COLUMN BASE "CBSQ J lJ fl L • d NEW (2) 2x4 NEW 2x4 BOTTOM PLATE WD. POST NEW(3) 2x4 NEW(2) 2x4 SIMPSON STRONG NEW(3)T NEW(2)T TIE "BPS" PROJECT SCOPE: SIMPSONG STRON NEW 10"xl6" LEGALIZING TIE COLUMN BASE "CBSQ" FOOTING EXISTING BARN SIMPSON STRONG TIE FRAME REPAIRS COLUMN BASE "CBSQ" 5 CALLOUT DETAIL 4 CALLOUT DETAIL 5 3 I" - 1'-O" NEW (2) 2x6 NEW 10"x16" WD. POST FOOTING DRAWING TITLE: DETAILS SIMPSON STRON TIE SIMPSON STRONG COLUMN BASE"CBSQ" TIE "HTT" ° NEW 2x4 BOTTOM PLATE NEW (2) 2x4 WD. POST NEW(2) 2x4 NEW(2) 2x4 WD.POST WD.POST ° g PROJECT DATE: 09.28.2007. EXITING WALL SIMPSON STRONG TIES SIMPSON STRONG ISSUED FOR FILING COLUMN BASE "CBSQ ' TIE BPS' PROJECT# EXISTING 2x4 WD. STUD NEW Ixl2 WOOD BOARD DRAWING# A-500 5 OF 5 4 CALLOUT DETAIL 6 6 CALLOUT DETAIL 3 BSCAN STICKER I" = 1'-0" 1" = I'-0°