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Home My WebLink About42282-Z ��o�OSUFFQt'�Co�� Town of Southold 11/2/2015 3 P.O.Box 1179 o - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40021 Date: 11/2/2018 THIS CERTIMS that the building COMMERCIAL 'Location of Property: 420 Paul St,Pecome SCTM#: 473889 Sec/Block/Lot: 74.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/26/2017 pursuant to which Building Permit No. 42282 dated 1/8/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued.is: "AS BUILT"ALTERATIONS TO AN EXISTING STORAGE BUILDING AS APPLIED FOR The certificate is issued to 420 Pauls Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTMCATE NO. 42282 09-18-2018 PLUMBERS CERTIFICATION DATED u o ' e Signature ASOFOUr� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 42282 Date: 1/8/2018 Permission is hereby granted to: 420 Pauls Lane LLC 260 Deer Dr Mattituck, NY 11952 To: As Built Alterations/Repairs to an existing storage barn as applied for. At premises located at: 420 Paul St, Peconic SCTM # 473889 Sec/Block/Lot# 74.4-5 Pursuant to application dated 12/26/2017 and approved by the Building Inspector. To expire on 1/8/2019. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,043.20 CO -COMMERCIAL $50.00 CTRIC $85.00 otal: $1,178.20 7 Buil i "- 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,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. December 22nd New Construction: Old or Pre-existing Building: �/ (check one) Location of Property: 420 Paul's Lane Peconffic House No. Street Hamlet Owner or Owners of Property: Paul's Lane LLC Suffolk County Tax Map No 1000, Section 75 Block 04 Lot 05 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signature ho�npF SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �c�ly� 0 �� roper.riche rtCaD-town.south old.ny.us AUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. 420 Pauls Lane LLC Address: 420 Paul St City: Peconic St: New York Zip: 11958 Budding Permit#• 42282 Section. 74 Block. 4 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Ice Electric License No: 4586-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph 200a Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200. Switches Twist Lock Exit Fixtures TVSS Other Equipment: "STORAGE BUILDING" -Service only Notes: 200a,3-phase, underground service only Inspector Signature: Date: September 18 2018 81-Cert Electrical Compliance Form.xls �v ' OF suoy how o� TOWN OF SOUTHOLD BUILDING DEPT. �o • io `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ]CF DATION 2ND [ ] INSULATION [ FRA /STRAPPING [%A/FINAL 4biff [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Qrml- l JR t✓ �V gck� i, 6Y1�9& vlIVl, `Ir/ ��-A30 Aw&� 44drl/ eA cf4AWZ�l r n,� $vlri�� 11� lb vel - 7Wi t I DATE INSPECTOR �pF so o� H° * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R RKS: 0NOE � DATE 7 INSPECTOR ---k4agpj � SOUTyO� z4 1 2 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY PFIRE SAFETY INSPECTION _ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �1 DATE �� INSPECTOR OF SOUIyo� _ TOWN OF SOUTHOLD BUILDING DEPT. `�courm N�' 765-1802 E TI N F= - 1NSP C O � [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [p ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR`�Z-j r lt-gaaaD, JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: July 31, 2018 [9Q-'7'OV[R D To: Southold Town Building Dept. D Re: Inspection AUG 302018 420 Pauls Lano LLC BUHZV1G D.IPT. 420 Pauls La. Peconic, NY Permit#42282 To Whom It May Concern: This letter certifies that an inspection was performed on the above mentioned structure and the footings and concrete walls were installed as per plan and meet all state and local codes. Also the Closed cell spray foam in the ceiling area was installed correctly and is being used for a vapor barrier. The storage building is unheated space. Any questions feel free to call. OV NEW yo DEEP Si cerely, * w J s Deerkoski P.E. o Z' No• 07 AROFE �P JAMES DEERKOSKI P.E. i DD 260 Deer Dr. vOCT 2 3 2018 Mattituck, NY 11952 631 7747355 TOWN OF SOL7idO,'�3 Date: 10/1912018 To: Southold Town Building Dept. Re: Fire Proofing Inspection 420 Pauls La. LLC 420 Pauls La. Peconic, NY 11935 BP#42282 To Whom It May Concern A Spray applied Fire Proofing for Foam Insulation Inspection was performed on the above mentioned structure, and all insulation was covered properly with the DC 315 coating as per Manufacturers specification and meets all State and Local Codes. Please feel free to call me with any questions Sincerely James Deerkoski P.E. j ��FESSIo� FIELD INSPECTION REPORT COMMENTS • 1 . • W-rATI -Flial� 11.Ll .L,. .m I ---------------- FOUNDATION 1 i ROUGH FRAMING PLUMBING IN I ER N.Y. Mai ST�"-�RERI&lftODE `' . . if Wwr w L _ � 1 r ADDITIONAL �i =.I t �,i `� �� ' SI I�.�intr _ �ira�. fJolaA- , IRIMAit-T k ► �lU J•CZ'i�� mwAlr M� �i_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ;a Board of Health SOUTHOLI),NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ^ Survey SoutholdTown.NorthFork.net PERMIT NO. LCheck Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved 20 I Mail to. Robert Wilson Disapproved a! PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration ,20 Building Ins ec gFuVE PLICATION FOR BUILDING PERMIT DEC 2 6 2017 Date December 22nd , 20 17 INSTRUCTIONS . BU�D�'C'Dom• a. jje4ompletely 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. £ 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 Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Paul's Lane LLC (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 proposed work will be done: 420 Paul's Lane Peconic House Number Street Hamlet County Tax Map No. 1000 Section 74 Block 4 Lot 5 Subdivision Filed Map No. Lot 2. State ekistineuse and occupancy of premises and intended use and occupancy of proposed construction: a: Existing use and occupancy Storage barn Same with repair to existing roof structure including addition of new beams,posts and footings Add new barn doors to east b. Intended use and occu end of existing barn Repair existing wood stoop and entry stairs Add new slab with new foundation to west end of bam- panC y Replace framing at west elevation and add new barn doors to west end of bam 3. Nature of work(check which applicable): New Building Addition V/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling 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 85.4' Rear 124.7' Depth 43.5' Height 21.5' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 85.4' Rear 124.7' Depth 43.5' Height 215' Number of Stories 1 8. Dimensions of entire new construction: Front 85.4' Rear 85.4' Depth 43.5' Height 21.5' Number of Stories 1 �- 9. Size of lot: Front 299' Rear 299' Depth 495.78' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated LB Industrial 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO \/ 420 Paul's Lane 14. Names of Owner of premises Paul's Lane LLC Address Peconic NY 11958 Phone No. (631)294-4241 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, COi+INIE D.6UIWCh1 Notary Public,State of Neer York (S)He is the Agent No.01606165050 (Contractor,Agent, Corporate Officer, etc.) Qualified In Comrniseion Expires APr1 14,2... of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file thus 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. Sworn to before me this Z day o 20 Notary Public tore of Applicant Scott A. Russell ,��°SU �� ]F0]KMWA1&T1E1K SUPERVISOR MANAGEMENT T SOUTHOLDTOWN HALL-P.O.Box 1179 D � Town Of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'iTIH[lE FOLLOWING:� I Yes No (CHECK ALL THAT APPLY) D® 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. E][3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. 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_ Robert Wilson' 75 04 05 12/22/2017 Section Block Lot G-Mb`umf FOR BUILDING DEPARTMENT USE ONLY**** IC ntact Information. (631)504-8842 ffrkpFnnr Yvmhx) Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - -Date: Property Address/ Location of Construction Work: — — — — — — _ 420 Paul's Lane Approved for processing Building Permit. ® Stormwater Management Control Plan Not Required. Peconic NY 11958 Stormwater Management Control Plan is Required D (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 _^--� -+ _._._ � �— ��~•��• Stiff BUILDING DEPARTMENT- Electrical Inspector 6e- TOWN e-TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 oy • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertcD_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: fid, ��P�W7L-<ZS76.--, Date: 12ok l� Company Name: Name: License No.: s�� ,�' emai1:_ a� :h C, Address: Z Kde Phone No.: _-7 e JOB SITE INFORMATION: (All Information Required) Name: '� Address: 2 V 4 Cross Street: Phone No.: Bldg.Permit#: 22 email: Tax Map District: 1000 Section: L4 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: L=YE NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: Zo u A # Meters Old Meter# N=Se�iceFire Reconnect - Flood Reconnect - Service Reconnected nderground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Mown Hal 11 Annex !� ��`i� Telephone(631'-1802 54375 Main FRoad 1 - Fax(631) 734-9502 0- Q, Box 1179 Southold, NY 11971-0959 iEs `1, BUILDING DEPARTMENT NOTICE OF UTILIZATION-OF TRUSS TYPE CONSTRUC-1-10N. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: December 22nd 2017 owner: Paul's Lane LLC Location of Property_ 420 Paul's Lane Peconic NY-11958" � Please take notice that.the (check applicable line):. F New'residential structure ' Addition to existing`residential"s(ructdre V Rehabilitation to an existing residential structure to be constructed or perfomaed at the sgbject property t'dfer'erice above wilf utilize �.. } (check"applicable line): Truss type construction (TI") Pre-engineered mood construction(PVV) t 4 V Timber construction (TC) in the folloNMng iocation(s)(check applicable line): Floor framing, including girders and beams (F) V Roof framing (fi) Floor and roof framing (FR) Signature-- Name (person submitting this form): Robert Wilson Capacity(check applicable line): " Owner V Owner representative j TrussResRegJ5.docx Effect ve 1!1!2015 6" DIAMETER �---� ZEFi:ECTIVE RED «- - ROMAN ALPHANUMERIC (PMS) #187 r+ S1GIdf7ION-OF CONSTIZUCT'ION TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF'NEW YORK STATE " [N' - REFLECT_IVE WHITE 112u STROKE 06At'ORENT6 THikT-AROF TRUSS CONSTRUCTION "F" FL OR'FIZAMiNG,-IR,CI_UDING QIRDElt�rtl�IF(#3 PAA�S`.r, ; -Rd R00E,FRAMING . "FR" FLOOR AND R0-0F#RAMIW& _ NOW ti. . NEW YORK STATE DEPART[11NT STATE c -f DIVISION OF CODE ENFORGEM'E T ;�: , AND ADMINISTRATION' i __s— ---- -— ROAD (NORTH ROA tV1IDDLF 2A'2 \` chi J + ae.'.G CtFY ��04t M _. ..- _. _. � r-fb• -..... -� e.- 59't92103.98' �,ti a»' ...`+cs.'�* -�'- �, vcs "-. �._•___.. ' �'� 194.54' ..s.�-.��..- 4me""Fr'�a' (A �I S 59`19'20•W "Ar - ' ; I PRELIMINARY SITE PLAN PAUL'S LANE LLC of rn PECONIC,NEW YORK 1rm 1S t SCTM#1000-75-0405 AREA=115,761 sq.ft. 2.658 acres s � ti SCALE:1"=30'-0" f m i f I f 1 a 14.64'00'00" EF, f SITEPLAN INFORMATION euslNEss s za IMO + �za 195.50' IS BASED ON A LAND SURVEY urarr�e �•�� ni N0 —�* / PREPARED BY NATHAN T.CORWIN ' •� t! , �1 LICENSED LAND SURVEYOR `^ LAST DATED NOVEMBER 24,2016 n � ray' t b EMSTING SHE o mmp�p j' OEM ryM tri _.•.._'.. 1 99RSR.S � 3CT rgr �3 Ir � 1 y IRAME t/ yo ' y� 1 J / 24. 4, 1 STM FRAME 0111 A4,1 rrr y ! I 1 L. EXInNGWORKSHOP r ( Mu ( E `O`er 65 equals t¢et Q �/� —aa 1 9 -� —-- 5 61'39'00" W �� , 299.00' +++ft44 k-W,4-r+-+i-t�+41-N-+-z+t4r q N-I+4fH+H-r+H4�H I FH 1++j- +3+ t +H H-+ff H a n..n,nr,•M"gnu"•"lL+�11 { !!1 A 85'-4- 3" IS UNLNVV!FUL _ 4 ,4.f��•.,ri�,�-� �,'q�, h ��I��a� � TRUSS�'�-ACARDINGR�QI!!RC Rr r tea` 11r,ff Fr v A L. O 0 p o p EXIST. CONCRETE APRONo o zo w W ih SLOPE. X X I, w W X i i°;LU : F'^' STur'r, vjW,ER RUfvOFF f ! I• ,r, �• 2 3 V SUP r. Fl ;• P T E c !A - F ,1� J Ati T TO — — Sir TI iE T0Wil CODE. 11'-72' a u(! I +S I RI @ EXIST4 c�� E ISF. S AIRS WASHRM, 9J I I I ( ( EXISTING OPORCH W/ ROOFOD RA EU Lu M REPAIR AS NEEDED II • � I REPLACE EXIST.WALLS W/ HW- NEW 2X4 @16" OC LL I EXIST. RAILS I ( —1 W 21 X 93 STEEL BEAM (D — — — —UNDER EXISTING 6X6 PURLIN — X I cn D — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — _ _ _ _ — — — — — — — _ — _ _ _ — — — — — — — N — — — — — — — — — _ — _ — — — _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ — — — I F- Q NEW 6x6x3/8" STEEL TUBE COL. ON D' III NEW 6x6x3/8" STEEL TUBE COL. ON I I 48"x48"x16" CONC. FTG. NEW 6x6x3/8" STEEL TUBE COL. ON I 1.; CT'O J III 0. EXIST. MASONRY FOUNDATION WALLORE o w III I o ' �Ep ECF EXIST. MASONRY FOUNDATION WALL I O e 'I r Tyy' I o I o w I i.: ._. w I mPEN w- . I � J w III O '� 1-� _i ... -t i....i._. I .. W Q �' o J III X ,..l-4i1-1, I o LLJ X o VIII @ „ .. . � ._ ? I 002 �' . I > 2- 1-3/4"x11-78" LVL RIDGE ( NEW) VIII w T Z z" N W ..,. i" L ,�.i L .i < �' —III — — — — — — — — — — — — — — — — — — — — — — — — X i ( — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — _ _ _ — — — — _ ~ _ __ — — — — — — — — — — — — — — — — _ — — — O + N � Q I — — — — — Cx„ NEW ASPHALT APRON Ix Dr = M I W r LL m I I O ,'- I �' SLOPE EL. Q III X I M z N Q o I i O O III 00 N O Q NEW 6" REINF. SLAB TO ALIGN W/ v00 v EXIaT. SLAB AT MAIN BARN III (N, Lu O OW 21 I III 11 STEEL BEAM UNDER XEXISTING 6X6 PURLIN III I - - - - I J-— — — — — — — — — — — — — — — — — — — — — — -� — N — — — — — — — — — — — — — — — — — — — — — — — — — rT — — —- —_ — — — _ — — — — — — — — — — — — — — — — — — — — — — — NEW 6x6x3/8" STEEL TUBE COL. ON W U NEW 6x6x3/8" STEEL TUBE COL. ON 1 48"x48"x16" CONC. FTG. NEW 6x6x3/8" STEEL TUBE CIOL. ON II z.. I EXIST. MASONRY FOUNDATION WALL L - EXIST. MASONRY FOUNDATION WALL I f Q W ILL W Q 00 I) o I f o I ( N w J I -24'-43" I Lu c3 II 2 Ir O II .O U Ln FRAME WORKSHOP w II z EXISTING ONE STORY FR O I is PAUL'S LANE LLC iI PECO NIC, NY { e - 1 /4"= 1'-0" 11 .30- 17 I I 1 II 100'-31 I I I I I I II'I L1 CONSTRUCTION NOTES NAILING/FASTENER SCHEDULE PAUL'S LANE LLC 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.2. Poured concrete shall have a minimum psi of 2840 at 28 days unless noted. PROVIDE MSTA30 QR EQUAL 42O PAUL S LANEFLOOR METAL STRAPS OVER RIDGE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TO ROOF RAFTERS @ 16"Oc Y NP. NOT APPLICABLE IF P c C O N I C N .Y. copper termite Shelld. COLLAR TIES ARE PRESENT. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 6D COMMON @ s" oD @ aPA PERIMETER ZONE p J O J 9D COMMON @ 12" E @ PANEL FIELD EXISTING: INDUSTRIAL ,/H\` _I II 6. Unless otherwise noted all framingand structural wood components shall be aD COMMON @GABLE FFM -LRA E p REFER TO TABLE 3.8 WFCM - SBC #2 or better Douglas Fir. SCTM# 1000-74-4-5 9. Fireblocking shall be provided in all wood framed construction in accordance ZONE LB & B with NYS Code R 602.8 to form an effective fire barrier between stories and PROVIDE 8 - 10D COMMON NAILS 2 . 66 ACRES OF 2 EACH END OF COLLAR TIES TYP. between the top Story and roof Space. PROVIDE SIMPSON H2 /H10 OR 6D PLYWD. @ 3"OC PROPOSED: EQUIVALENT HURRICANE TIES 6D COMMON @ 3"OC EDGE TO SECURE ROOF RAFTER TO 6D COMMON @ 6"OC FIELD PLATE AND WALL FRAME REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 PROVIDE SIMPSON LPT4 OR INCLUDING ADDITION OF NEW BEAMS POSTS EQUIVALENT TO TIE RIM BOARD t TO DOUBLE PLATE TYP. 4. FTGS. CX J DEER O'Q ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTES 11. All portions of the new structure are designed to comply with local geographic BARN. A- 102 SECTIONS ELEVATIO � 4'� PROVIDE SIMPSON H6 OR f and climatic criteria as stated In the following table. EQUIVILANT TO TIE WALL STUDS ,— " 'R'"t" W OF BOTH FLOORS TO PLATE & ."J 1'I REPAIR EXIST. WOOD STOOP AND ENTRY STAIRS � BAND JOIST @ 16" OC NP. - ' GEOGRAPHIC & CLIMATE DESIGN CRITERIA PROVIDE NT TO TI H6 OR `� EQUIVALENT TO TIE WALL STUDS @ EAST ELEVATION ore ///��... TO PLATE & BAND JOIST @ 16" �� A FO 0DO TYP. Q� GROUND SNOW LOAD 45 ps1 PROVIDE SIMPSON LIBOARD _ ADD NEW SLAB AT WEST ELEVATION WITH NEW Alk WIND SPEED 130 MPH EQUIVALENT TO TIE FOUNDATION. NIS TO SILL PLATEPLYWD. FLOOR SHEATHING SEISMIC DESIGN CATATGORY B so COMMON @ 6" OC EDGE1K WEATHERING SEVERE 8D COMMON @ 12"OC FIELD REPLACE FRAMING AT WEST ELEVATION AND ADD it FROST LINE DEPTH 36" PROVIDE APPROPRIANEW BARN DOORS TERMITE THREAT MODERATE TO HEAVY PLATE WASHER, NUT permits draftin expediting BOLT TO TIE SILL P DECAY SLIGHT TO MODERATE MASONRY FOUNDATI 6'-0" OC FOR 1STORY, 3'-0" FOR WINTER DESIGN TEMPERATURE 11 2 STORIES. 12° FROM CORNERS & 5765 SQ.FT. EXIST. FRAME BUILDING. PO BOX 49 2" DIEEP AND BOLTS TO BE MIN. FLOOD HAZARD AS NOTED 1JOAN CHAMBERS SOUTHOLD NY 11971 NO ADDITION OR ALTERATION TO SIZE. 631-294-4241 ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 1/2" CDX PLYWD SHEATHING NEW 2X8 KING POSTS UNDER EXIST. RIDGE NEW 2X8 COLLAR TIES @ 24" OC — — NEW W21 X 93 STEEL BEAM NEW ROOF FRAMING TO INCLUDE: 2X6 RAFTER TIES UNDER EXISTING 6X6 PURLIN 2-1-3/4"x11-7/8" LVL RIDGE 2X4@ 16" OC DIAGONAL BRACES 2X8@ 16" OC COLLAR TIES 5100 2X10@ 16" OC RAFTERS EXISTING SHED - NO CHANGES EXIST. RAFTERS, PLATES & 8" MASONRY WALLS NEW WALL FRAMING TO INCLUDE: l' 2-2X4 PLATES @ 12'-0" ABOVE FINISHED SLAB ' 2X4 @ 16" OC STUD WALLS 0 112" CDX PLYWD SHEATHING TYVEK WRAP oSIDING AS PER OWNER ALL ANCHORS AND STRAPPING TO CODE NEW 6x6x3/8" STEEL TUBE COL. ON NEW 48"x48"x16" CONC. FTG. 6" POUR CONC. SLAB TO ALIGN W/ EXIST. SLAB @ MAIN BARN NEW 8" POUR. CONC. FOUNDATION ON 16"x8" POUR. CONC. FTG. MIN. 3'-0" BELOW FIN. GRADE SECTION # 1 SECTION # 2 1 /4" = 1 '-0" 12 . 16 . 17 1 /4" = 1 '-0" 12 . 16 . 17 TT EXISTING SHED - NO CHANGES NEW BARN OORS i EXIST. OVERHEAD DOORPAUL'S LANE L L C SECTIONSi 420 PAUL'S LANE PECONIC N .Y. ELEVATION j EXISTING: INDUSTRIAL I � SCTM# 1000-74-4-5 A 102 ZONE LB & B 2 . 66 ACRES 2 OF 2 - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 INCLUDING ADDITION OF NEW BEAMS, POSTS & FTGS. �. �I WEST ELEVATION ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTE co 1 /4" = 1 '-0" 1 2 . 16 . 17 A- 102 SECTIONS, ELEVATIl BARN. `n r REPAIR EXIST. WOOD STOOP AND ENTRY STAIRS 4 @ EAST ELEVATION ress ,:�� U- o ADD NEW SLAB AT WEST ELEVATION WITH NEW .. ROFEs FOUNDATION. MT REPLACE FRAMING AT WEST ELEVATION AND ADD NEW BARN DOORS permits I drafting expediting 5765 SQ.FT. EXIST. FRAME BUILDING. PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 NO ADDITION OR ALTERATION TO SIZE. 631-294-4241 NEW ROOF ALIGNS W/ EXIST. ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 1/2" CDX PLYWD SHEATHING NEW 2X8 KING POSTS UNDER EXIST. RIDGE NEW 2X8 COLLAR TIES @ 24" OC NEW ROOF FRAMING TO INCLUDE: 2-1-3/4"x 1 1-7/8" LVL RIDGE NEW W21 X 93 STEEL BEAM 2X8 @ 16" OC RAFTERS 2X6 RAFTER TIES UNDER EXISTING 6X6 PURLIN 2x6 COLLAR TIES NEW 6x6x3/8" STEEL TUBE COL. ON NEW 48"08"06" CONC. FTG. EXISTING SHED - NO CHANGES EXIST. RAFTERS, PLATES & 8" MASONRY WALLS NEW WALL FRAMING TO INCLUDE: 2-2X6 PLATES @ 12'-0" ABOVE FINISHED SLAB 2X6 @ 16" OC STUD WALLS 1/2" CDX PLYWD SHEATHING TYVEK WRAP 5 SIDING TO MATCH EXIST. 0 ALL ANCHORS AND STRAPPING TO CODE NEW 6x6x3/8" STEEL TUBE COL. ON NEW 48"x48"06" CONC. FTG. 6" POUR CONC. SLAB TO ALIGN W/ EXIST. SLAB @ MAIN BARN NEW 8" POUR. CONC. FOUNDATION 8N 16"x8" POUR. CONC. FTG. (_ MIN. 3'-0" BELOW FIN. GRADE SECTION # 1 SECTION # 2- 1 /4" 1 /4" = 1 '-0" 1 2 . 16 . 17 1 /4 = 1 '-0" 1 2 . 16 . 17 REV. 7 . 2 2 . 18 REV. 7 . 2 2 . 18 __.._.........---..EXISTING SHED - NO CHANGES............._........_.............. ._..._............._..............................._........._....... ..._ ..... . . ... . ......_ ....._...........__........................................... _..--------------------...._..------------- .. ._-------------- _ ----------------- - -----..__... __------_- --- --------------....._......__..----------------- .._........__..... NEW 16'-0"x 16'- . 0" OVERHEAD DOOR -------------............ -..... -------------------------------------------------- - ............ ......._.. ...................... --------------- .............. . . ................_ ......... ........... . ............................. ............... .........---.._..........----.....__.._..._...... _.... ..... _ ..... PAUL'S LANE LLC C ------------------------- EXIST. OVERHEAD DOOR ......... . ...... . ............................... ----------------------- _-.._...----------------------------- ------------------------------------ ---------- -------------------------------- ________ ____.._________----- ---------.— --.--------------------....------.----------------------------------_---- . _ _ — _. 420 PAUL'S LANE ---------.----___ _ SECTIONS --------_-..--_--- __ ._ __--_-----_.-.-- ----------------------- -------------.---------.- ------------------------- ----- P EC O N I N .Y. ........... -- ------------------ ELEVATION .......... ... ............ .. .. ........... ...... -_-_ __-- _ -________-________.____-- __.____ _ _. _._.._.............._.__._ __..___.__........_.-...._.........---.-.---._.._._...---..---.._---------------.-_.__..-_ EXISTING: INDUSTRIAL ................. ... ---------- ------------------------------------ ------- ----- ------ ---------------------........... ___ --- ---------_ ___----- --- ------------ -------------------------------- ---- ----------------------------------- ---------- ......-.----------------------------------------------------------- ----------------------- -- --------------------------------------------------------- -----...-..-.-.-...-..----------------------------------------- ------ ------------- __... -- ---------------------------- A 1 2 SCTM# 1000-74-4-5 --.--- -----___ -----.-_-. .......-------...___-___.___._.._ ZONE LB & B _ 2 . 66 ACRES 2 OF IF NEW i I I L- - - - - - - - - - -- - - - - - - - - - -1 - - - - - PROPOSED: �P�y . DE - ER,�oQ� E - -- -- --- -- — — — — — — — — — — - - - - - - - - - - - - - - - � REPAIR EXISTING BARN ROOF STRUCTURE * 4 P s , . 16. 17 INCLUDING ADDITION OF NEW BEAMS, POSTS - & FTGS. WEST ELEVATION ADD NEW BARN DOORS @ EAST&WEST OF EXIST. A- 101 FLOOR PLAN, NO o. o - 1 /4 IT = 1 '-0" 1 2 . 1 6 . 1 7 BARN. A- 102 SECTIONS, ELEVATI g 0NP`' REV. 7 . 2 2 . 1 8 REMOVE EXIST. WOOD STOOP AND ENTRY STAIRS @ EAST ELEVATION res5 ;R ' : REV. 7.2 3. 18 ADD NEW SLAB AT WEST ELEVATION WITH NEW -:;:. 'A°>y. FOUNDATION. permits I drafting expediting 5765 SQ.FT. EXIST. FRAME BUILDING. Po Box 49 JOAN CHAMBERS SOUTHOLD NY 11971 NO ADDITION OR ALTERATION TO SIZE. 631-294-4241 -24'-43..' —8 5'-4 34., 4 EXISTING 2X4 @ 16" OC FRAMED WALL 0 ir WLU <i co CD 01 x rr XI 0 Z 0LU rr LU 0 > LLI 0 B, I. 0 0 > TM I 0 1-2 co CONCRETE APRON x LJ 0, 10, CONC. WALK L 1(91 EXISTING CONC.BLOCK WALL El EJ REPLACE EXIS :::7' ELEC. ELEC. ELEC. NEW 2X6@16"TCC.WALLS W/ LU F- REPLACE EXIST.WALLS W CCW NIEW 2X6 @16" OC LL NEW 6x6x3/8" STEEL TUBE COL. ON 25'-0" CONC. APRON W 21 X 93 STEEL BEAM co 48"x48"x16" CONC. FTG. 25'-0" CONC. APRON UNDER EXISTING 6X6 PURLIN x — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — U) — — — — — — — — — — — — — — — — — — — — — — — — — — �ELEC fEIJEC. — — — -- — — — — — — — — — — — — — — — — — — — — — — — — - - ---4 — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIJ —1-— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W 12 X 53 STEEL BEAM NEW 6x6x3/8" STEEL TUBE COL. ON nr \--1—NEW 6x6x3/8" STEEL TUBE COL. ON I 48"08"x16" CONIC. FTG. -- 48"x48"x48" CONIC. FTG. . .... ... __j 0 LIJ 0 0 1 0 cr 10 0 cc LU 0 0 q w - 1--: < LO U-1 0 0 x T- <1 __j LU > !Uj X @ —J N 1> LU 0 __j V) > JI 2- 1-3/4"x11-78" LVL RIDGE NEW) cl- x co Ir co U-1 0 Pr < U) U- 0 1.x 0 < tr U LL 00 II x 0 r`J 0 NEW 6" REINF. SLAB TO ALIGN W/ Pr CO u3j: EXIST. SLAB AT MAIN BARN r`J x U 0 W 21 X 93 STEEL BEAM 00 UNDER EXISTING 6X6 PURUN x \\,7 C\j W 12 X 53 STEEL BEAM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J�NEW 6x6xl/4" STEEL TUBE COL. ON [:::]ELEC ]E�EC LU NEW 6x6x1/4" STEEL TUBE COL. ON —48"x48"x48" CONIC. FTG. NEW 6x6x3/8" STEEL TUBE COL. ON 48"x48"x48" CONIC. FTG. EXIST. MASONRY ROUNDATION WALL REPLACE EXIST.WALLS W/ LU NEW 2X6 @16" OC F-- LL (0 X r\j V CONCRETE APRON 1 2- AXW 351 AWNING WINDOWS ELEC. ELEC 2- AXW 351 AWNING WINDOWS ELEC. ELEC. ELEC. 2- AXW 351 AWNING WINDOWS F-1 F-1 2-2X8 HEADER TYP. 2-2X8 HEADER TYP. 2-2X8 HEADER TYP. ;;f EXISTING CONC.BLOCK WALL - -- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- —--- ----- -- - -- -- -- ---- --- -- --- -- -- - - - - - - - - - - - - - 24'-43, 1100'-31 4 2 L , D Elvn4 D - EXISTING ONE STORY FRAME WORKSHOP DFE,r 0 W, V PAUL'S LANE LLC PECONIC, NY "IT Aq TOWN 07 IS!3UTL 0 1 /4 = V-0" 11 .30. 17 REVISED 7.20. 18 �-aa� CONSTRUCTION NOTES NAILING/FASTENER SCHEDULE PAUL'S LANE LLC 1. All footings shall rest on undisturbed soil at a minimium of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800) at 28 days unless noted. PROVIDE MSTA30 OF? EQUAL 420 PAUL'S LANE METAL STRAPS OVER RIDGE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TO ROOF RAFTERS @ 16" OC FLOOR LAN TYP. NOT APPLICABLE IF copper termite sheild. COLLAR TIES ARE PRESENT PECONIC N .Y. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. D COMMON li"'.0C @ 4'-0" PERIMETER ZONE �'ID Cl..", CC @ PANEL FIELD D C M IJ @ GABLE ENDWALL RAKE EXISTING: INDUSTRIAL 6. Unless otherwise noted all framing and structural wood components shall be REFER TO TABLE 3.8 WFCM - SBC #2 or better Douglas Fir. PRO' SCTIVI# 1000-74-4-5 17! METAL TYP. L ID OM R�FEII 9. FiPeblocking shall be provided in all wood framed =nstruction in accordance ZONE LB & B with NYS Code R 602.8 to form an effective fire barri(er between stories and PROVIDE 8 - 10D COMMON NAILS TY EACH END OF COLLAR TIES TYP 2 . 66 ACRES between the top story and roof space. 0, 112" PLYWD. SHEATHIIIG PROVIDE SIMPSON H2 / HID OR 1 OF 2 EQUiVALFI,T HURRI,'ANE TIES 6D COMMON @ 3" OC EDGE Q 1 1. All portions of the new structure are designed to (comply with local geographic TO SECURE ROOF RAFTER TO 6D COMMON @ 6" OC FIELD PROPOSED: and climatic criteria as stated in the following table. PLATE AND WALL FRAME REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 PROVIDE SIMPSON LPT4 OR INCLUDING ADDITION OF NEW BEAMS, POSTS EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. Q. FTGS. ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTES PROVIDE SIMPSON HS OR BARN. A- 102 SECTIONS, ELEVATION EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE BAND JOIST @ 16" CC TYP. REMOVE EXIST. WOOD STOOP AND ENTRY STAIRS OR GEOGRAPHIC & CLIMATE DESIGN CRITERIA PROVIDE EQUIVALENSIMPSON H6 T TO TIE WALL STUDS @ EAST ELEVATION TO PLATE & BAND JOIST @ 16" GROUND SNOW LOAD 45 psl OC TYP. ADD NEW SLAB AT WEST ELEVATION WITH NEW oress REV. 7.2 3. 18 PROVIDE SIMPSON LPT4 OR LL PLATE OE WEATHERING SEVERE 81) COMMON @ 12.. OC FIELD TA k T WIND SPEED 130 MPH EQUIVALENT TO TIE RIM BOARD —\ TO S1 PLYWD FLOOR SHEATHING SEISMIC DESIGN CATATGORY B 80 COMMON @ 6" OC FOUNDATION. FROST LINE DEPTH 36" PROVIDE APPROPRIATE MFTAL TERMITE THREAT MODERATE TO HEAVY PLATE WASHER, NIT & ANCHOR permits I draffing.1 expedifin BOLT TO TIE SILL PLATE TO DECAY SLIGHT TO MODERATE MASONRY FOUNDATION TYP @ 6'-0" OC FOR1 STORY, 3'-0" FOR WINTER DESIGN TEMPERATURE 2 STORIES. 12" 2.. FROM CORNFRS & OPENGS AND BOLTS TO BE MIN. 5765 SQ.FT. EXIST. FRAME BUILDING. PO BOX 49 FLOOD HAZARD AS NOTED 12NI " DEEP JOAN 'CHAMBERS SOUTHOLD NY 11971 NO ADDITION OR ALTERATION TO SIZE. 631-294-4241 -24'-443., 85'-44" ---------------------------- EXIST.ING 2X4 @ 16" OC FRAMED WALL Z 0 Z LU 0 LU (ni < 0 'x NXI U 0 Z I 0 W > 0 LU 0LL 0 > 0 CONCRETE APRON W i I I -- — 0, 10. CONC. WALK EXISTIIJG CONC.BLOCK WALL Lj LJ REPLACE EXIST. ' ELEC. ELEC. ELEC. NEW 2X6 @16"WOACLLS W/—/ U) Lu LU REPLACE EXIST.WALLS W/--/ I-_ rqEW 2X6 @16" OC LL < NEW 6x6x3/8" STEEL TUBE COL. ON W 48" F 7 W 21 X 93STEELBEAM i 25'-0" CONC. APRON 25'-0" CONC. APRO� x48"x16" CONIC. FTG. UNDER EXISTING 6X6 PURLIN x C\I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- �LEC — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — W 12 X 5� STEEL BEAM NEW 6x6x3/8" STEEL TUBE COL. ON NEW 6x6x3/8" STEEL TUBE COL. ON 48"x48"x16" CONIC. FTG. Er __—_-_4-48"x48"x48" CONIC. FTG. IL 0 UU I 0 pIr I io .0 0 0 LU I 0 0�' of < Y_ D IJU I UJ IJ r) C\j x r < W _j I 112� U > 1W Lu ]- x _j I I> _j W 0 co Q > 2- 1-3/4"xl 1-78" LVL RIDGE NEW) W I _j NN 01- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- x 4 ZID 0 C? W U) ix 0 0 < G 00 LL x 0 0 NEW 6" REINF. SLAB TO ALIGN W/ 00 UU1 EXIST. SLAB AT MAIN BARN x C\j 0 ZI W 21 X 93 STEEL BEAM UNDER EXISTING 6X6 PURLIN 00 N C\j W 12 X 53 STEEL BEAM I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----4 — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEC'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fELEC.' — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — (n NEW 6x6x1/4" STEEL TUBE COL. ON i NEW 6x6x1/4" STEEL TUBE COL. ON 48"x48"x48" CONIC. FTG. LU NEW 6x6x3/8" STEEL TUBE COL. ONE11 48"x48"08" CONC. FTG. _j Ir EXIST. MASONRY FOUNDATION WALL REPLACE EXIST.WALLS W/ UJI f\,EW 2X6 @16" OC <LL x (\j CONCRETE APRON 2- AXW 351 AWNIkG WINDOWS ELEC. ELEC. 2- AXW 351 AWNING WINDOWS ELFC. ELEC. ELEC. 2- AXW 351 AWNING WINDOWS 2-2X8 HEADER TYP. F-1 EXISTING COIAC.BLOCK WALL 2-2X8 HEADER TYP. 2-2X8 HEADER TYP. L_ zt ---------- ----- ----- ------ --- ---- ------ ---- ------ ----- ----- ---- --- -- ---- --- ----- ------ ----- -- — — — -- — — — — — --- --- — — — — — — — — — — -- — — — — — — — — — — — — — — —— — — — — — — -- — — — — 24'-43, 100'-3Z" 4 OF NC(V 0 Ell D EXISTING ONE STORY FRAME WORKSHOP PAUL'S LANE LLC W PECONIC, NY 1 /4,._ 1,_0„ 11 .30. 17 AG REVISED 7.20. 18 Svc) A CONSTRUCTION1 NOTES NAILING/FASTENER SCHEDULE PAUL'S LANE LLC 1 All footings shall rest on undisturbed soil at a min ir-num of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 280(0 at 28 days unless noted. PROVIDE MSTA30 OR EQUAL 420 PAU L'S LANE METAL STRAPS OVER RIDGE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TO ROOF RAFTERS @ 16" OC FLOOR PLAN TYP. NOT APPLICABLE IF 17! PROVIDE METAL Ty, copper termite sheild. COLLAR TIES ARE PRESENT PECONIC N .Y. 4. Shingle siding shall conform to ASTM D 3679 andl be installed in accordance with the New York State Building Code and manufaicturers specifications. 8D COMMON @ 6"..00 @ 4'-0" PERIMETER ZONE J O 8'D COMMON @ 12 OC @ PANEL FIELD 8D COMMON CW GABLE ENCVVALL RAKE EXISTING: INDUSTRIAL _I 6. Unless otherwise noted all framing and structural w�oocl components shall be ZREFCER TO TABLE 3F.38 WFCM - SEC A #2 or better Douglas Fir. SCTIVI# 1000-74-4-5 9. Fireblocking shall be provided in all wood framed (construction in accordance ZONE LB & B with NYS Code R 602.8 to form an effective fire barnrier between stories and PROVIDE 8 - 10D COMMON NAILS EACH FtjD OF COLLAR TIES TYP. 112" ILYWI SHEATHING 2 . 66 ACRES OF 2 SIMPSON / PROVIDE 1 between the top story and roof space. 6D COMMO3" OC EDGE EQUIVALENT NT H2 ICANE H10 OR N @ TIES PROPOSED: 1 1. All portions of the new structure are designed to comply with local geographic TO SECURE ROOF RAFTER TO BID COMMON 6" OC FIELD and climatic criteria as stated in the following table. PLATE AND WALL FRAME REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 PROVIDE SIMPSON LPT4 OR INCLUDING ADDITION OF NEW BEAMS, POSTS EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. & FTGS. ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTES PROVIDE SIMPSON H6 OR BARN. A- 102 SECTIONS, ELEVATION EQUIVILAHT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC TYP. REMOVE EXIST. WOOD STOOP AND ENTRY STAIRS PROVIDE SIMPSON H6 OR P GEOGRAPHIC & CLIMATE DESIGN CRITERIA TO PLATE TO TIE WALL STUDS @ EAST ELEVATION TO PLATE & BAND JOIST @ 16" REV. 7.23. 18 OC TYP. oress I 9.R 'ALL STUDS , 'L ATE I 'C GROUND SNOW LOAD 45 psl PROVIDE SIMPSON LPT4 OR ADD NEW SLAB AT WEST ELEVATION WITH NEW not" WIND SPEED 130 MPHEQUIVALENT TO TIE RIM BOAR[) FOUNDATION. 11 V TO SILL PLATE PLYWD.FLOOR SHEATHING SEISMIC DESIGN CATATGORY B BID COMMON @ 61, Cc EDGE 00e WEATHERING SEVERE 8D COMMON 12'. OC FIELD & TAK FROST LINE DEPTH 36" PROVIDE APPROPRIATE METAL TERMITE THREAT MODERATE TO HEAVY PLATE WASHER, NUT & ANCHOR permits I drafting expediting BOLT TO TIE SILL PLATE TO DECAY SLIGHT TO MODERATE MASONRY FOUNDATION TYP @ 6'-0" CC FOR 1 STORY, T-O" FOR WINTER DESIGN TEMPERATURE 11 2 STORIES. 12" FROM CORNERS & 5765 SQ.FT. EXIST. FRAME BUILDING. PO BOX 49 OPENINGS AND BOLTS TO BE MIN. SOUTHOLD NY 11971 FLOOD HAZARD AS NOTED 12" DEEP. NO ADDITION OR ALTERATION TO SIZE. 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SLAB AT MAIN BARN x Z 0 @) F- W 21 X 93 STEEL BEAM 00 i I IUNDER EXISTING 6X6 PURLIN-----\,\\ x ('J W 12 X 53 STEEL BEAM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — //—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — LELEC.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW 6x6x1/4" STEEL TUBE COL. ON U) NEW 6x6x1/4" STEEL TUBE COL. ON 48"x48"x48" CONC. FTG. W NEW 6x6x3/8" STIEEL TUBE COL. ON ----�-48"x48"x48" CONC. FTG. I'- �1 11 EXIST. MASONRY [FOUNDATION WALL REPLACE EXIST.WALLS W/ W INEW 2X6 @16" OC LL x . ...... ...... --- ---- --- CONCRETE APRON 2- AXW 351 AWNING WINDOWS ELEC. ELEC. 2- AXW 351 AWNING WINDOWS ELEC. ELEC. ELEC. 2- AXW 351 AWNING WINDOWS 2-2X8 HEADER TYR. EXISTING CONC.BLOCK WALL 2-2X8 HEADER TYR. 2-2X8 HEADER TYP. ------------- - ---------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — -- -- - — — -- — — — — — — — — — — — — — -- -- ---- --- ---- - 24'-43. 4 2 OF NF�v EXISTING ONE STORY FRAME WORKSHOP EF PAUL'S LANE LLC 3 D 0 PECONIC, NY n W 11 .30. 17TOWIN,071 REVISED 7.20. 18 2 C64 CONSTRUCTION] NOTES NAILING/FASTENER SCHEDULE PAUL'S LANE LLC 1 All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 28010 at 28 days unless noted. PROVIDE MSTA30 OR EQUAL 420 PAUL'S LANE METAL STRAPS OVER RIDGE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TO ROOF RAFTERS @ 16" OC FLOOR PLAN TYR- NOT APPLICABLE IF copper termite sheild. COLLAR TIES ARE PRESENT, PECONIC N .Y. 17!t PRO' METAL F Ty, DO J 4. Shingle siding shall conform to ASTM D 3679 ancd be installed in accordance with the New York State Building Code and manufacturers specifications. 8D COMMON @ 6"'.00 @@4'-G- PERIMETER ZONE 8D COMMON @ 12 OC PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE EXISTING: INDUSTRIAL 6. Unless otherwise noted all framing and structural w400d components shall be REFER TO TABLE 3 8 WFCV - SBC A 0 #2 or better Douglas Fir. SCTM# 1000-74-4-5 9. Fireblocking shall be provided in all wood framed construction in accordance ZONE LB & B with NYS Code R 602.8 to form an effective fire barmier between stories and PROVIDE 8 - 10D COMMON I AI[S between the top story and roof space. EACH END OF COLLAR TIES TYR. 1 2" PLYWD SHEATHING 2 . 66 ACRES 1 OF 2 PROVIDE SIMPSON H2 / HIO OR 6/ EQUIVALENT HURRICANE TIES COMMOP� @ 3* OC EDGE f . OC FIELD 11. All portions of the new structure are designed to, comply with local geographic TO SECURE ROOF RAFTER TO 6DD COMMO @ 6" PROPOSED: and climatic criteria as stated in the following table. PLATE AND WALL FRAME. REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 PROVIDE SIMPSON LPT4 OR INCLUDING ADDITION OF NEW BEAMS, POSTS EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYR. & FTGS. ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTES PROVIDE SIMPSON H6 OR BARN. A- 102 SECTIONS, ELEVATION IV 9 V EQU ILAIJT TO TIE WALL STUDS 0 0 F BATH FLOORS To PLATE & I TYP SAN[) JOIST @ 16' OC TYR. REMOVE EXIST. WOOD STOOP AND ENTRY STAIRS SIMPOR GEOGRAPHIC & CLIMATE DESIGNPROVIDEEQUIVALENTCRITERIA EQUIVALENT TO SON H6 TIE WALL STUDS @ EAST ELEVATION TO PLATE & BAND JOIST @ 16" REV. 7.2 3. 18 OC TYR. oress GROUND SNOW LOAD 45 psl PROVIDE SIMPSON LPT4 OR ADD NEW SLAB AT WEST ELEVATION WITH NEW WIND SPEED 130 MPH EQUIVALENT TO TIE RIM BOARD TO S11 L PLATE PLYWD FLOOR SHEATHING FOUNDATION. SEISMIC DESIGN CATATGORY B 8D COMMON @ 6" OC EDGE WEATHERING SEVERE 8D COMMON @ 12" OC FIELD FROST LINE DEPTH 36" PROVIDE APPROPRIATE METAL TERMITE THREAT MODERATE TO HEAVY PI ATE WASHER, NUT & ANCHOR permits drafting expediting PLATE TO BOLT TO TIE SILL,q DECAY SLIGHT TO MODERATE MASONRY FOLII�DA ION TYR @ 6'-0" OC FOR STORY, T-0" FOR WINTER DESIGN TEMPERATURE 2 STORIES. 1 2" FROM CORNERS & PO BOX 49 OEIjGS AND BOLTS TO BE VIII 5765 SOFT. EXIST. FRAME BUILDING. FLOOD HAZARD AS NOTED 12P" DEEP JOAN CHAMBERS SOUTHOLD NY 11971 NO ADDITION OR ALTERATION TO SIZE. 631-294-4241 24'-44"3 —8 5'-43 4 -—-------------------------------------------------------------- EXIST.ING 2X4 @ 16" OC FRAMED WALL U) 0 ZI M I I Uj I ILL! i� Uj CR < 0 U) I 0 x alX 0 Z 0 LU 0 0 Ir LLI > 0 ILL 0 CY) LU > (D 0 CONCRETE APRON xA '0' +61' I I i CONC. WALK C911 EXISTIIAG COrJC.BLOCK WALL ED REPLACE EXIST.WALLS W/--/ ELEC. ELEC. ELEC. NEW 2X6 @16" OC - ---- ---- ---- ----- - (n LU REPLACE EXIST.WALLS W NIEW 2X6 @16" OC ILL. NEW 6x6x3/8" STEEL TUBE COL. ON 25'-0" CONC. APROO -- ---- -- - ----- ----- 1 W 21 X 93 STEEL BEAM (0 48"x48"06" CONIC. FTG. 25'-0" CONC. APRON UNDER EXISTING 6X6 PURLIN x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cn tLEC ELEC, — — — — — — — — — — — — — — — — — — — — — — — — W 12 X 53 STEEL BEAM H- / NEW 6x6x3/8" STEEL TUBE COL. ON NEW 6x6x3/8" STEEL TUBE COL. ON 48"x48"x16" CONC. FTG. 48"x48"x48" CONIC. 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ELEC. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— -- - — — — — — — — — — — — — — — — — — — — — — — — — — NEW 6x6x1/4" STEEL TUBE COL. ON - 6x6xl/4" STEEL TUBE COL. ON L _--_�-48"x48"x48" CONIC. FTG. 48"x48"x48" CONIC. FTG. NEW 6x6x3/8" STEEL TUBE COL. ON NEW REPLACE EXIST.WALLS W/ LL1 EXIST. MASONRY FOUNDATION WALL NEW 2X6 @16" OC F LL < x (\J CONCRETE APRON 2- AXW 351 AWNING WINDOWS ELEC. ELEC. 2- AXW 351 AWNING WINDOWS ELEC. ELEC. ELEC. 2- AXW 351 AWNING WINDOWS 2-2X8 HEADER TYP. F-1 2-2X8HEADERTYP. F-1 ED 2-2X8 HEADER TYP, EXISTING CONC.BLOCK WALL ---------- - - ---------- L ----- ------ 24'-44'4,, 2 j EXISTING ONE STORY FRAME WORKSHOP PAUL'S LANE LLC P Jf�� 0 PECONIC, NY * r Uj 1 /4"= 1'-0" 11 .30. 17 REVISED 7.20. 18 S1 CONSTRUCTION NOTES NAILING/FASTENER SCHEDULE PAUL'S LANE LLC 1 All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. PROVIDE MSTA30 OR EQUAL 420 PAUL'S LANE PROVIDE 17! VFTAL STRAPS OVER PID.rE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TO ROOF RAFTERS @ 16' OC FLOO ' PLAN TYP. 11 OT APPLICABLE IF copper termite sheild. COLLAR TIES ARE PRESEIJT. PECONIC N .Y. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 8D COMMON @ 6'* OC @ 4'-0" PERIMETER ZONE R 8D COMMON @ 12" OC @ PArJEI. FIELD 8D COMMON @ GABLE ENDWALL RAKE EXISTING: INDUSTRIAL 6. Unless otherwise noted all framing and structural wood components shall be REFER TO TABLE 3 8 WFCM - SEC A 0 #2 or better Douglas Fir. SCTIVI# 1000-74-4-5 9. Fireblocking shall be provided in all wood framed construction in accordance ZONE LB & B with NYS Code R 602.8 to form an effective fire barrier between stories and PROVIDE 8 - 10D COMMON NAILS between the top story and roof space. EACH END OF COLLAR TITS TYP 2" PLYWD. SHEATHING 2 . 66 ACRES 1 OF 2 PROVIDE SIMPSON H2 / H10 OR 11 EQUIVALENT HURRICAIJE TEES 6D COMMON 0 3'* OC EDGE 1 1. All portions of the new structure are designed to comply with local geographic TO SECURE ROOF RAFTER TO 6D COMMON @ 6" OC FIELD PROPOSED: and climatic criteria as stated in the following table. PLATE AND WALL FRAME REPAIR EXISTING BARN ROOF STRUCTURE 12. 16. 17 PROVIDE SIMPSON LPT4 OR INCLUDING ADDITION OF NEW BEAMS, POSTS EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP & FTGS. ADD NEW BARN DOORS @ EAST END OF EXIST. A- 101 FLOOR PLAN, NOTES PROVIDE SIMPSON H6 OR BARN. A- 102 SECTIONS, ELEVATION EQUIVILANT TO TIE WALL STUDS U OF BOTH FLOORS TO PLATE & BA JOIST @ 16" OC TYP. REMOVE EXIST. WOOD STOOP AND ENTRY STAIRS PROVIDE SIMPSON H6 OR GEOGRAPHIC & CLIMATE DESIGN CRITERIA EQUIVALENT TO TIE WALL STUDS @ EAST ELEVATION TO PLATE & 13ANID JOIST @ 16" REV. 7.23. 18 OC TYP. oress GROUND SNOW LOAD 45 psl PROVIDE SIMPSON LPT4 OR ADD NEW SLAB AT WEST ELEVATION WITH NEW Afxft�IIIIIII A IIIIIIIIIINEM WIND SPEED 130 MPH EQUIVALENT TO TIE RIM BOARD rI TO SILL PLATE PLYWD FLOOR SHEATHIIJG FOUNDATION. SEISMIC DESIGN CATATGORY B 8D COMMON @ 6" OC EDGE WEATHERING SEVERE 8D COMMOt I @ 12" OC FIELD SIAK I FROST LINE DEPTH 36" PROVIDE APPROPRIATEMETAL TERMITE THREAT MODERATE TO HEAVY PLATE WASHER, NUT& ANCHOR permits I drafting I expediting BOLT TSILL PLATE TO DECAY SLIGHT TO MODERATE MASONRYO TIE FOUNDATION TYP @ j 6'-0" OC FOR I STORY, T-0" FOR WINTER DESIGN TEMPERATURE 2 STORIES 12" FROM COPIERS & PO BOX 49 OPENINGS AND BOLTS TO BE MIN. 5765 SQ.FT. EXIST. FRAME BUILDING. SOUTHOLD NY 11971 FLOOD HAZARD AS NOTED OPENINGS NO ADDITION OR ALTERATION TO SIZE. JOAN CHAMBERS 631-294-4241