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HomeMy WebLinkAbout40589-Z ��O�gtlFFO`,fCOG� Town of Southold 7/27/2017 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39085 Date: 7/27/2017 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 460 Bay Ave., East Marion SCTM#: 473889 Sec/Block/Lot: 31.-8-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2016 pursuant to which Building Permit No. 40589 dated 4/4/2016 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: ALTERATIONS TO AN PRE-EXISTING,NON-CONFORMING ACESSORY BUILDING AS APPLIED FOR The certificate is issued to Mahon,Gabrielle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40589 06-28-2017 PLUMBERS CERTIFICATION DATED Wk, — f M ized Signature FEntooTOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40589 Date: 4/4/2016 Permission is hereby granted to:- Mahon, Gabrielle 75-15 35th Ave Apt 1 L Jackson Heights, NY 11372 f To: repair and alter pre-existing nonconforming accessory building as applied for. At premises located at: 460 Bay Ave., East Marion SCTM # 473889 Sec/Block/Lot# 31.-8-8 Pursuant to application dated 3/7/2016 and approved by the Building Inspector. To expire on 10/4/2017. Fees: ACCESSORY $244.00 CO -ACCESSORY BUILDING $50.00 Total: $294.00 ui mingI c or 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: v"" (check one) Location of Property: 104?1/&Xjz)z: House No. Street Hamlet Owner or Owners of Property: e�AIOE1691& Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. / /.Lot: Lf Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) av Fee Submitted: $� Z tl" scant Si ature I pF SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CIO P.O.Box 1179 roper.rich ert(a)_town.southold.ny.us Southold,NY 11971-0959 ®lyc®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mahon Address: 460 Bay Avenue city.East Marion st: New York zip: 11939 Building Permit#: 40589 Section: 31 Block- 8 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "ACCESSORY BUILDING" Notes: 1- Paddle Fan. Inspector Signature: Date: June 28, 2017 0-Cert Electrical Compliance Form.)ls r 7 �pF SO!/r�, cOUMV,Nc�+ TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: WOE 3G `' DATE INSPECTOR .- -1`� -- o N o a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION r [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 7RANDATION 2ND [ ] INSULATION MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC CAL (FINAL) REMARKS: by►T J Sf w J N okvll DATE INSPECTOR OF SOUTyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F641 ✓" DATE o INSPECTOR oF so�lyolo �o TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR C OF SO(/j y o a TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i � �� "eo S �� DATE ( LL L>61 INSPECTOR so utm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTO05 r' r t a .e • ..may ��...� _�■ N � f,. i NMI �0 ffIf /�FAWWA ter/ � • STATE • _ t • 0r IF • �i e�if� ``r vii?�i�� _ - - ri • 1 � r .�a �r L/ % .'i •. � ice- r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 , 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20j(�e Single&Separate Storm-Water Assessment Form [� f�, Contact: Approved t ,20A0, Mail to�ffiay, Uedeuaw Disapproved a/c 6 , Phone: fj- 1 4; Expiration ,20 DD Bui ing Insector VAR 7 2 APPLICATION FOR BUILDING PERMIT ���� , 1BUR MING DEPT, INSTRUCTIONS 'Date -720 'SOWN OF SOUTHOLD - 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 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) (Mailing address of applicant) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber-or builder i Name of owner of premises (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. 004!5�-& Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -44 ri:yo OA Lr- ,A 1210&4 House Number Street Hamlet /✓� County Tax Map No. 1000 Section e2 i Block',-,,_ -�Y�; r Lot 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 b. Intended use and occupancy 3. Nature of w rk(check which applicable): New Building Addition Alteration—V--,*' Repair Removal Demolition Other Work (Description) 4. Estimated Cost � Fee le90 -v'- 60 �O� (To be paid on filingng this application) 5. If dwelling, number of dwelling units 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 22-6F2 Rear 20, 2 Depth Height Number of Stories / Dimensions of same structure with alterations or additions: Front "yq ,; :.R ?E u; r irY Depth Height Number 4tdr es . 8. Dimensions of entire new construction: Front' Rear sth` ' IV Height Number of Stories 9. Size of lot: Front Rear -70Depth �' 10. Date of Purchase 2 '2®12 Name of Former Owner 5A R44 6 JF'Li_t& 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoni g law, ordinance or regulation? YES NO k/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of prerl1ises 9 Address e, .0 X G Phone 1 6-12,�2�29/� Name of Architect d Address'9,6. I Phone No (off/- Name of Contractor 1 Address Phone No.&6 121w 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. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on su vey. 18. Are there any covenants and restrictions with respect to this property? * YES NO :y IF YES, PROVIDE A COPY. STATE OF NEW YORK) >SSS: COUNTY OF �'� �CQLGL! being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) bovvee named, (S)He is the �� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of AIW/ 20 Idol_�)IJJW A Y L. DWYER Notary Pu 14 cNOTARY PUBLIC,STATE OF NEW Signat re o pplicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 la SO�lyolo Town Hall Annex li l [ Telephone(631)765-1802 54375 Main Road m�ax(631)765- 5�2 P.O.Box 1179 G� roger.richert(a�town.sout�o d.ny.us Southold,NY 11971-0959 {�CDUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: /y Company Name: r-. Name: l E License No.: Q0 55 Address: Z-7 2 -�' 2� Phone No.: �l JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: 99 3� Permit No.: 5� Tax Map District: 1000 Section: 3 1 Block: Y Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1t)A_p /17M A�Zl.�/G 14L (Please Circle All That Apply) *Is job ready for inspection: NO oug n Final *Do you need a Temp Certificate: YES / Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form � NUO �j� Scott A. Russells°s� ��� SUPERVISOR I\\][A\NAG1EAM[]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT T IINVOLV E ANY OF THE FOLLOWING: Yes No I& (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. E]WB. Excavation or filling involving more than 200 cubic yards of material ,� within any parcel or any contiguous area. E]LIQ 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. r ❑ E. Site preparation within the one-hundred-year floodplain as depicted -- - ---- - ---on FI-RM M-ap-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 complet d Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property O nefl Design Professional,Agent Contractor,Other) S.C.T.M. # 1000 Date DOrld NAME Section Block Lot J FOR BLI'll_DING DEPART.NILN`I�USE ONLY `rA` Contact Information � ~��� TelepLanei uml rr Reviewed By- - — — — — — — — — — — — — — — — — Date 3''H� Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 C�c�bf;elle 'cti�a-�no�n �Ds 14(nom C . w JUL 1 8 2016 BUE,DING DEPT- TOWN OF SOUTHOLD w• s Ak rIIIK pF +i► d f y k j J%W b 441 r # qo M In M co a a 1 i � } P. 4OSS9 pf)CLhon _-. , fir• ,1 .'� � - . r r �y� l r, r f r` a IV Y» Y� rt i 2 \w ow} « .�.» . < y® { £ f\I © . e 9= Y•- * J c. r � d r �! i i 1 GAO PNI 3 FTI C� 41P --tf Oo 689 �Ma-ho r> �.. �, . b Ke K n _.,. �,. ": w ���� � f i � til tt � � ` ��� � "t. - °tib -. -v!r � .. ���. k y r s X14 � •. _ r j. ,..,, .. � , �� • � �• i 4 r Y i w r �u ��bn f�(Q�e Sc0.G\i cine. yICoG ►3a� (a�e�nue � �j L ASS C „ - Ca D JUL 1 6 2016 - c BUILDING DEPT- TOWN OF SOUTUOLD c c� M 00 M h M M �a �r # /+ �w , j/ r � +� w �.. „�' S ti= � � �� '`° � .t � - �. �. .... s� • � �w �� i s. q*4- NA. .. yr�t`` M �k r .W Ot p J x lk t X t, .A s *�► V t � r Yea �� '• ill• J tv �$. r. r �%..,•r' '-:.+.s/G''. moi_, +s�'�i :lce +y :��,v'•L.A1Chw•,� �'�'��_ d- -.�.�..�...-. TOWNOF SOUTHOLD• •PROPERTY RECORD CARD STREET C 4 VILLAGE DIST. SUB. LOT (`-'~ ''CI•,a' �Lu_ t�':•(:S'ri,�.�C�:,�' -,� :� 'i�:! rl�f � t �'�1—� I�r �:J1'��`„�,��.L'.�v'� .�C S �'.__. � . F RMFROW R. -49-5. i✓ .0d N' .. f� E ACR. A--A)1 MITY JAP CSG r h i�e-e. 0 S' r W _ TYPE O BUILDING RES. _ 16 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS L. 1 I .75�o61--- ovt s = fir 1?- ,�a` `� �1-0 � e �. �j� �� I P� � ���' r' r� vt►�1 ej �tl car � i �,0c� Cnoc> 330 3 loo ' 30 /® '- / ' L Z 3 5�� 12' t/� r71 fD 0,e 15 3(�©og� d7' �7 `;BP '? ACeS Pl evio�sl, voif> fu'Z— AGE BUILDING CONDITION � Gldc1i fionS -d-C.Itmf-ions NEW NORMAL BELOW ABOVES —r 2 IQLGS g� 3v7.17�. Q �?ey �, r,�tt FARM Acre Value Per Value I / / , f /,, ) Acre �Ja 1Z'�-"�Z�1� `121—t . A h 01 / Tillable 1 L1/G1 1G,/--/3 3 7 My ./ W Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD �� �7r e j House Plot DEPTH I � 0 BULKHEAD Total DOCK mom 0 NEON EMOMMEMEMENMEMEMIN No r 0 MENMEJERNMMEMEMEM EMENS MMUMENE WINNEEMMENIM MENEM m MOMMOSEENNOMENOI q, 71 NONE 0 REMENNEEMENNEENNE mommmm RIORNMEME MEMOMEMMEM MEMMIUME MEMENNE Foundation Basement Ext. Walls Interior Finish 7 Fire Place —FANS ype Roof Rooms 1 st F oor Recreation 'tu-0111 Roo,i is 2nd F:' r ivewciy ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . � : .�..�, ■■its!C■■■i�!�!�■■■■■i■■■■■■■■■■■■ ...i. ice- ���"y1T14 .•i. - � `si• �w � 1F µ "pip PERIUMENNNEEN EBB rim ■ . ; , ? , ■■■■■tri■■■iiii■�ii■■■■■■■■■■■■■ �'-x:: � _„ry L'��� t .��'■Rs��+.,,s y� t.a: s ..•-rj..." ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •• . • • • 1• • OTHERPC ®■ • p COMBO •SLAB •• •r � ®� Finished B. Interior Finish Fire Place ■ ._ .. . MINENEEM .• FIEN �® ME . : m ud ■ i - - 1�9 - SURVEY OF PROPERTY VPA T EAST MARION 'Co. TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-31-08-08 SCALE: 1'-20' JUL Y 11, 2012 Aug. 1, 2012 (certifications) March 18, R014 (additions) v\,pP.�`- R� ��. April-11, 2014 (additions) - � Ppb• ��- ,\moo od0 61 � -� r ORO J 'y0 ,c CERTIFIED T0: F �+ GABRIELLE MAHON STEWART TITLE INSURANCE COMPANY ULTIMATE ABSTRACT OF NEW YORK, INC. CITIBANK,_ N.A. V WO 00 �� 2 �•0 �pR 9 a 0 F 1�i9- c o � \•�OGE. . O Q� RAIN RUNOFF CONTAIN_A!rENT pz D,WELLING A T,_COMPL;E`FION OF CONSTRUCTION S N0 6 Q.7� ! 6 3 cu.ft. � �- / rye F BLl1ESTONE ffA170, (Trench Drain) 9 ,y�j`Lp IOI 400sq.ft. x I•- x 0.1 's8 cu.ft. � �A 46 254.3 r� S: 5 4:3%22 cu c, 25 .3- 11.4 VF $� PROVIDE.-2 ' I TOTAL 'DEPTH'- 12•, � .49 - O AREA=11,218"630. Fr. . �, Y S LIC. NO. 49618 " Q�e ANY ALTERATION OR ADDITION TO THIS-SURVEY IS A 1170LATION PECONIC S 1/EYORS, P.C. OF &ECTION 7209OF THE-NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT A �=_ .S&C170N 7209—SUBDIYISION 2. ALL CER77RCA TIONS P;0. BOX 909 HEREON RAE VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-IE SURVEYOR 1230 TRAVELER STREET �2—�G 05 i WHOSE SIGNATURE APPEARS HEREON. , SOUTHOLD; N.Y. 11971 ARID;( VED AS NOTED DATE: P. , �/, ELECTRICAL FFc BY:--TT —A INSPECTION REQUIRED I�'C-�TIE=Y BUILUMING DEPARTP AT 76.5-)602 8 AM 1-0 Y -i"M FOR THE FOLLOWING INSPECTIONS: 1. F,?tJ!'DATICN - TYv REQU!RED FSR POURED coCIcRETE- RETAIN STORM WATER RUNOFF 2. ROUGH - FRAMING & PLUMBING PURSUANT TO CHAPTER 236 3. INSULATION OF THE TOWN CODE. 4. FINAL - CONS'P''CTION MUST BE COMPLETE FOR ::.n, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �OTR �tFEES- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY- GENERAL NOTES DESIGN CRITERIA: w BARN El RENOVATION � W Fj, o 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. w CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH o 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE „ MAHON FROST LINE DEPTH - 36 3 LARCH STRUCTURAL GRADER 2 OR BETTEROUGLAS FIR- W RES0DENCE TERMITE - MODERATE TO HEAVY DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES EAST MARION STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTES ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST 460 BAY AVENUE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD z ARCHITECT 0 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE VERIFIED BY CONTRACTOR(S� PRIOR TO START OF o FRANK UELLENDAHL CONSTRUCTION AND ORDERING OF MATERIALS. THIS WI N D BO R N E 123 CENTRAL AVENUE m P•O.BOX 316 FOUNDATION HAS OFETWOD�2)GTSFD A�D GRAD OIL DEBRIS PROTECTION SCHEDULEoGRTENPORT, NY 11944 LESS THAN 5%. CONTRACTR SHALL VERIFY THAT TEL: 631-471 8624 THESE CONDITIONS ARE MET. ALL FILL BENEATH EXISTING BARN ELEVATION a OWNER CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS GABRIELLE MAHON RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, 0 136 HEBER AVE, X202 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER PARK CITY, UT 64060 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED RENOVATION PROJECT TEL; 917-825-2915 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING, WOOD SHUTTERS �D �C 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS 9. PROVIDE FLASHING AT ALL ROOF BREAKS, j obi AND DECS�SS�CIGHTS, EXTERIOR DOORS, WINDOWS WINDOW SCHEDULE w E AV 10. DO NOT SCALE DRAWINGS. PROPOSED WINDOWS ARE MARVIN PRODUCTS OR SIMILAR. ' b 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE GLASS TO BE HIGH PERFORMANCE LOW-E GLASS SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS INSPECTION SUPERVISION OR ADMINISTRATION OF o ANID LOCAL ZONINGO AND PROJECT, CODE ACbMPLIANCE GRILLES HARDWARES PER SATIN NICKELSFIN SEXTERIOR COLOR: BLACK s a SHALL BE THE RESPONSIBILITY OF THE INTERIOR FINISH: PRE-FINISHED WHITE O CNTRACTOR. _ � w 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO Mark Size Description Quantity CONSTRUED CONSTRUCTION AND DETWEENLBUILDER AND A WUCA3240 AWNING WINDOW 2 PROPOSED BARN ELEVATION OWNER. B WUCA1828 AWNING WINDOW 1 m C 6070 INSWING FRENCH DOOR - Entry 1 0 13. THIS STRUCTURE HAS BEEN DESIGNED IN with lock 2 EXISTING 1940's ACCESSORY STRUCTURE (WORKSHOP) TO BE RENOVATED; o N ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE, EXISTING FLOOR SYSTEM TO BE REPLACED INCLUDING NEW CONCRETE FOOTINGS; PCDa 14. ENGINEER To BE NOTIFIED IN WRITING of ALL EXISTING WALL AND ROOF SYSTEMS TO BE REINFORCED, NEW METAL ROOF; CHANGES PRIOR To AND DURING CONSTRUCTION. EXISTING WOOD STOVE TO BE REPLACED AND CHIMNEY TO BE RE—LINED; z w DATE 03/07/2016 DRAWING SCHEDULE WINDOWS TO BE REPLACED AND NEW FRENCH DOOR INSTALLED, NO PLUMBING. _ SCALE: 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. Y TITLE SHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES o GENERAL NOTES INSURANCE NECESSARY TO PROTECT THE ENGINEER A-2 FLOOR PLAN, FOUNDATION PLAN, SECTION BUILDING PERMIT_ APPLICATION _ 12 DESIGN CRITERIA AND OWNER. A-3 ELEVATIONS -DWG. NAME 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-4 FRAMING NOTES, NAILING SCHEDULE MARCH 7, 2016 ;. a A-1 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. FRANK W. UELLENDAHL, ARCHITECT P.O. SOX"3'16 GREENPORT, NEW YORK 11944 04 DWG. NO 3 BARN El RENOVATION J EXT'G WOOD STOVE Io TO BE REPLACED o W N Z SII o m I I 2x6 C.J. @ 12" O.C. N i fl w n fl ry N MAHON II x II WORKSHOP II ^ I STORAGE LOFT ���I® N I ABOVE w ENCS C3 CD t - CLG.HG � -• - - --)•-•-"' . III I EAST MARION 460BAY AVENUE cn ARCHITECT x (2) 1.75"x7.25" 1.75" 1LVL RIDGE BEAMI 4X4 POST TRT'D LVL GIRDER lot � II (2) FRANK UELLENDAHL D/ � " IJ 4'-0" I 4'-0" 123 CENTRAL AVENUE o P•O.BOX 316 z 11 Il I GREENPORT, NY 11944 -477 8624TEL: 631CRAWL SPACE co W o II a OWNER x GABRIELLE MAHON —,_ ,_,— _,.�.•_ _,_,_,_, t.. . ._ N 3 I Iu 136 HEBER AVE, #202 J PARK CITY, UT 84060 o (2) 2X8 DER I TEL. 917-825-2915 (V D•� Z 2'-0' $'-o" - $-o° . 214 © 6070 �. E 20'-0" I FOUNDATION PLAN 1 CEDAR LANDING PROPOSED (2) 1.75"z12" LVL RIDGE BEAM 8" DIA SONOTUBE CONC, FTG. METAL ROOFING W STANDING SEAM RIDGE STRAPS EACH RAFTER PAIR 'a TO-MATCH EXT'G SHED _ i EXT'G 2X4 R.R. @ 24" D.C. 6'-7" PROPOSED FLOOR PLAN 2 a P OP'D 2X10 R.R. @ 24" O.C. between 2z4s w' W/ R-30 STONEWOOL INSULATION 0 CD i z 2X6 COLLAR TIE @ 48" O.C. s i 5/8" GYP.BD, a OR BEADBOARD (2) 2X8 HEADER HURRICANE CLIPS EACH 2X4 RAFTER 2,-0„ to DBL. TOP PLATE o o co INSTALL NEW 2X6 STUDS BETWEEN EXT'G WOOD SIDING TO BE REPLACED ® NEW WALLEXT'G 2X4 WOOD w o W/ R-23 STONEWOOL INSULATION C AND VENTIN6NSYSMEM TUBE CONTROL ® EXISTING WALL W 0 o O 5' FLOURESCENT LIGHT FIXTURE o "' EXTERIOR LIGHT FIXTURE QUADRAPLEX RECEPTACLE OUTLET W DATE 03/07/2016 2X6 WOOD PLANK SHEATHING =z SCALE. 1/4" = 1'-0" ON 2X8 F.J. @ 12" O.C. STRAPPING EACH 2X6 STUD TO F.J. (J W/ R-23 STONEWOOL INSULATION @ 24 O.C. •,1 �A FOUNDATION NOTES Y FLOOR PLAN � I o FOUNDATION PLAN EXTG-6X"E-AM _TRENGTH=— 000-PSI AT�8-DAA(ASTM-G-94 — CROSS SECTION -- 0 ON EXT'G LOCUST POSTS �1 READY MIX CONCRETE. N= CRAWL SPACE ALL FOOTINGS, DWG. NAME 8 DIA CONC, FOOTING ` FOUNDATIONS ETC SHALL REST ON ••' IN RIGID PLASTIC FOOTING FORM \ti UNDISTURBED SOIL. A_2 Z .• W/ ELEVATED POST BASE ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. �¢ DWG NO L C CROSS SECTION 00 • 2'_1" `.�„ BARN Ll RENOVATION W r o W J V X W O W Z v Z MMON W RESIDENCE 2 EAST MARION W 460 BAY AVENUE ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE P•O.BOX 316 CD GREENPORT, NY 11944 TEL: 631-477 8624 OWNER GABRIELLE MAHON 136 HEBER AVE, #202 PARK CITY, UT 84060 TEL: 917-825-2915 AE1 EXISTING SOUTH ELEVATION EXISTING EAST ELEVATI ° ( % a 4 N QrN W O ZO ¢ O U d a C ti QJ � W d c7 C7 c m W O Pi O O Z I� � O O O M LfJ C W O DATE: 03/07/2016 + SCALE- 3/16° = 1'-0° =z ELEVATIONS _z � DWG. NAME A-3 ®� DWG, NO PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION i a FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM BARN ' Joint Description Nail Sizes Nail Spacing m RENOVATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter „ Ceiling Joist to;Top late ?Toe-nailed n/a per joist w 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8 Ceiling Jolst to'Parallel Rafter (Fa e—nailed n/a each lap MIN. THICKNESS OR AS NOTED. Ceiling Joist Laps ov r Partitions Face-nailed) n each lap o C011ar Tie to Rafter Face-nai ed) n/a per tie 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Blocking to Rafter ( o —nailed 2 — 8d each end 3/4" Rim Board to Rafter End-nai ed) 2 - 16d each endEXPOSURMAHON PLYWOODETO' BE SET^IN.ON SOLIDESS. ALL BLOCKING. EDGES GLUE AND WALL FRAMING wRESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at'{Jntersections) Face-nailed) 4 - 16d joints-,each side EAST MARION WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Stud to Stud ((Face-nailed 2 - 16d 24 o.c. w TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Header to Header (Face-nailed) 16d 16" o.c. along edges = 460 BAY AVENUE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud N 2 — 16d per 2x6 stud o ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — l6d per 2x8 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Z FRANK RALLAVENUE „ Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d '•` per foot � 123 CENTRAL AVENUE P•O.BOX 316 0 8—0 O.C. MIN. PROVIDE 2 SPACE FOR AIR o CIRCULATION IN ROOFS. FLOOR FRAMING GREENPORT, NY 11944TEL 631-477 8624 Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Bridging to J,oist CToe-nailed.) 2 - 8d each end OWNER stairs etc. ) OR AS NOTED ON DRAWINGS. Blocking to Joist lToe-Haile 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block GABRIELLE MAHON 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o136 HEBER AVE, 0202 Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist J PARK CITY, UT 84060 PARTITIONS OR AS NOTED ON DRAWINGS. Band Joist to Joist earn 3 - 16d per J�oist TEL: 917-825-2915 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY ROOF SHEATHING Y � ® "TECO" OR APPROVED EQUAL. C Ali Structural Panels 8d 4 o.c.„perimeter zone 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 o.c. edges,of BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12" o.c. interior of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal Board Sheathing ALL EXTERIOR NAILS SHALL BE GALVANIZED, 1;; x 6'„or 1 x 8” 2 — 8d per support 1 x 10 or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d U 4" CEILING SHEATHING 1 ox. EXTERIOR EDGES AND 6 d @ 12" o.c. » » N INTERMEDIATE. Gypsum Wallboard 5d 7 edge / 10 field o WALL SHEATHING 11, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field Fiberboard Panels 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16° 6d 3;; edge / 6;; field AND STUD WITH GALVANIZED HURRICANE TYPE 25 / 32 8d 3 edge / 6 field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR a TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE G psum Wallboard 5d 7" edge / 10" field CLIPS AT ALL PERIMETER JOIST TO GIRDER Hardboard 8d 6" edge / 12 field CONNECTIONS. Particleboard Panels 8d 6" edge / 12 field o Diagonal Board Sheathing o 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA 1" x 6" or 1" x 8" 2 — 8d per support o PACIFIC GPI SERIES WOOD-1—BEAMS AND LVL 1" x 10" or wider 3 — 8d per supporto PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND FLOOR SHEATHING U HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ¢a DATE 03/07/2016 AS PER MANUFACTURERS RECOMMENDATIONS, WEB Structural Panels STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" ,or less 8d 6' edge / 1,?" field N SCALE: BEARING POINTS AT A MINIMUM. greater than 1" lOd 6" edge / 6 field Q FRAMING NOTES HANDLING, STORAGE, AND ERECTION OF DiagonalBoard Sheathing Z COMPONENTS SHALL BE AS PER MANUFACTURERS 1;; x 6""or 1" x 8" 2 - 8d per support o AILING SCHEDULE RECOMMENDATIONS. 1 x W—or--wider 3 8d per-rapport N Z 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin, is nailed o DWG, NAME BY 'FastenMaster' @ 16" O.C. 3 on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall o A-4 be doubled , or alternate connectors , such as shear plates , shal7 be used to maintain the load path. DWG, NO • 2 When wall sheathinq is continuous over connected members , the tabulated number of nails shalt be permitted to 0 E be reduced to 1 - 1-6d nail per foot. 16" 16"