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Home My WebLink About42123-Z �SUFFo�,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42123 Date: 11/8/2017 Permission is hereby granted to: King, Susan c/o William A. King 465K Boston Tpke Apt 2 Shrewsbury, MA 015453939 To: reconstruct porch roof ONLY to existing single-family dwelling as applied for with flood permit. At premises located at: ll 170 Bay Ln, Orient �� 1 ' NST 8a0 C-T- I6 SCTM # 473889 Sec/Block/Lot# 24.-2-26.4 Pursuant to application dated 8/22/2017 and approved by the Building Inspector. To expire on 5/10/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $272.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $422.00 ing Inspector FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) j ------------------------------------ O a� FOUNDATION (2ND) o — z G � � . ROUGH FRAMING& y PLUMBING d � QIN INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIO it o` y�y * C, ,z m c d I 0 z d 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 Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20a Single&Separate Storm-W Assessment Form IContact: Approved l 20� Mail to. Disapproved a/c ® [E� e: Expiration ,20 AUG 2 2 2017 Buiding I ector D D SURDING DEPT. PPLICATION FOR BUILDINGTaIMM S7b'l Date , 20� BTJH� � G DEQ. INSTRUCTIONS OAr�'HOLIII a.'� t on1VI�QSST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate p of 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 c n gulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) ,t>10710 r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder n Name of owner of premises —�A Sn dJ V— L �J (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 prop A d w ork w(11 Pone: ' ) C House Number Street Hamlet County Tax Map No. 1000 Section p�-� Block 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 work(check which applicable):New Building Addition 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 Number of dwelling units on each floor If garage, number of cars 6. If business, commerciallor,7xedIocc pari y,-s ecify nature and extent of each type of use. 7. Dimensions of existing structures, if any: F, ont Rear Depth Height r' `Number YStories Dimensions of same;structure with Iterations or additions: Front Rear , Depth : " _,He,ig'ht Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ; 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 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 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 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) S: ;exc Y L 1l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0--) l Co tract ,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. S o to before meis day of 20 otary Public 6ET PERKINS Signature of Applicant Notary Public,6 York No 01 PE 6130636 Qualified in Suffolk County Commission Expires July 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 24 BLOCK: 2 LOT(S):26.4 PILINGS ?NG 4'W�0 C4ny AU[ m LAND N/F OF STRAUEL 2016 VACATION RESIDENCE TRUST m N 54044'30"JE 91.58' /.� 0.9'N 6' STOC E 22.20.3' 2. O / ElGN?IGE`�, AN Q 0 BRICK . 3 :28.3'.' / 'h°j• v:;GARAGE:; tP ZONE VE(EL 9) ,OO /! �[}^e %DRIVEWAY WELL I OO ! aF-/ PICKEq�5/FENCE ZONE AE(EL 7) / w LANCE LAND NJENSEN LISA KREILING i• �' � � 'ti B a � oOCO pj M.do 40 s �Z 5,00„ � �ooa L e ZONE AE(EL 6) / LAND N/F OF EDWARD OLIVER GUARD eF z LAND N/F OF / / STEPHANIE GUARD WILLIAM KING CA 'mss, FIRM PANEL #36103CO068H / ppNp SX THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL y l I LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,449.29 SQ.FT. or 0.24 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY l l MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSSDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7771/770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCR/RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYWCALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ESTATE OF SUSAN KING, I / MAP OR FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED. ' SITUATED Ar.ORIENT � Y TOWN OF. SOUTHOLD = EENNETH M WOYCHUK LAND SURVEYING, PLLC / LFILE OLK COUNTY, NEW YORK Professional Land Surveying and Design / �� S P.O. Box 159 Aquebogue, New York 11931 PHONE (631)296-1566 PAX(691) 296-1586 V y� 17-97 SCALE:1„=30' DATE:AUG. 1, 2017 N.YS USC. NO. 050882 m.mtalning the record.of Robert L sanneoq t=enneth IL•oychak I� COMPLY WITH ALL CODES OF NEW YORK. STATE & TOWN CODES - AS R-E-x' "RED AND CONDITIONS OF APPR(*IV ED AS NOTED - DATE: �,� B.?.� 3� _ n D � .. t-5F."l WN-P*06-139ARD - AFF: `�l�__ BY: =— S9IEL-6-�0�iVfiRtl�iEES RETAIN STOI M (NATER RUNOFF- - � wOTIFY 81;+i i:; 9E- „iJENT AT ___ -- PURSUANTTO CHAPTER 236: = A AM �65-1802 8 AM TQ -i�M FOR THE OF THE TOV�N CODE. F=OLLOWING INSPECTIONS: I j ;�x:12. ..M � ;. FOUNDATION - TWO REQUIRED � =. � FOR POURED - � L 2. ROUGH - - K -:. PLUMB . �. t = ' ____"'••.". � I< 3. INSULAT I ' 4. FINAL - j w _ BE COM, ALL CONS( SHALL ME I REQUIREMEF i HE CODES NEW f g YORK STATE. JOY RESPONSIEE FOR Till DESIGN OR CONSTRUCTION ... j/. '— e h ` - +i 3° OCCUPANCY OR -�; _. - ; •�' ` I USE IS UNLAWFUL �� -- - - ( WITHOUT CERTIFICATE- - , e0 ,� 'eY 01 "n" OF OCCUPANCY ROOI=, PLA scale 194 1 -0 to {. 7=A15L 3 7�e 4, M" C - - e SE_CTl_0N_ sga_1e -1/21 _ 1 =� ,� FLOOD COIl�PLI( WITHC A TER 14� lk _ FLOOD DAMAGE PREVENTION - F_ o _ _ •�. _14 S®l1'I HOLD TOWN DOGE _ = DA'T'E, POPE . NY 0 EN CHORNO ASSOCIATES , architects. SOUTHOLD,NEIN YORK TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADE/GIRDER CONNECTIONS: USE THE FOLL❑WING USP BRAND OR APPROVED EQUAL GALVINIZED PC CK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN lbs. INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT UPLIF GALV, MINIMUM 20' 8' 1878 NUMBER DESCRIPTION lbs. FASTNER REQUIRED 10' 2347 4x4 POST: (12) 16d COM, NAIL 12' 2817 PBS44 POST CAP 1815 BEAM: (12) 16d COM. NAIL 6' 1859 4x4 POST: (8) 16d COM. NAIL 2g, 8' 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' 3098 BEAM/GIRDER: (2) 5/8' BOLTS 12' 3718 KC44 4x4 COLUMN CA 3265 POST/COLUMN: (2) 5/8' DIA. BOL S 6' 2310 36' 8' 3081 10' 38514x4 FO❑TING/PIER: 5/8'x7' ANCHOR BO T k 12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12) 16d COMMON NAIL.S 4x4 WET POST ANCHOR `44 uu COLUMN BASE 85 POST/GIRDER: (2) 1/2' DIA. BOLT UPLIFT CONNECTIONS FOR: KCB44 4x4 5650 WET POST ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLT � DECK CONNECTION MIN. 8d NAIL PBS66 6x6 1815 POST: (12) 16d COM. NAIL t> SPAN CAPACITY _REQUIRED POST CAP BEAM: (12) 16d COM. NAIL oQ 12; 427 lbs. 4 PBSE66 6x6 1430 POST: (8) 16d COM, NAIL 16 526 lbs. 5 END POST CAP BEAM, (8) 16d COM. NAIL c 20' 626 lbs. 5 6x6 BEAM/GIRDER: (2) 5/8' BOLTS 24' 726 lbs. 6 KCC66 COLUMN CAP 5225 POST/COLUMN: (4) 5/8' DIA. BOL S LLI_ III —III—III—III —III—III—III „ ,;,III—, —, —, —,III—, —„ —, ,;,III „III,=—„ 28 ill, ,lll,,, ' 826 lbs. 7 TYPICAL D CK 3 927 lbs. 8 PAU66 6x6 2350 FO❑TING/PIER: 5/8'x7' ANCHOR BOLT 36' 770 lbs. 7 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAI S N.T.S. CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLT _ KCB66 6x6 5640 • WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLT a ` , o e� - A TY-DOWN JOIST: (6)8d COMMON.NAILS o e e RT10- ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAI-S ALT. RT20 TY-DOWN 1105 J❑IST: (9) 10x1-1/2 NAILS ANCHOR JHEADER/GIRDER: (4)11,0d,, COMMON NAI-S ' 01 INSTALLATION NOTES, A': ..�1'N R; �9'RY;_` . . - 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER W�T H POST INCMflR '.��v B. Cho 1 n 170 BAY LN', 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACHPOST +dr�1 �'I^ N'� 3). EACH J❑IST TO BE ANCHORED TO GIRDER OR HEAMO W4Tj4--ly ,_nc)vu ST!tw , ? o° ' CI'IORIV® A$S®C9A'1°ES HOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD NAT lS �D i3E BOL`at�ST �� NJ3Ll �t5. i i p architects. SO1THOLD,NEW YORK ' WIND UPLIFT REQUIREMENTS UPLIFT CONNECTIONS FOR: _ USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED JOISTS-TO-GIRDER / HEADER METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND 'HEADER GIRDER CONNECTIONS:; INSTALLATION BY MANUFACTURE. 16 DECK NAIL - DECK HEADER UPLIF ' _ - _. DECK CONNECTION MIN. 861 PRODUCT UPLIF GALV MINIMUM SPAN CAPACITY REQUIRED SPAN SPAN lbs. NUMBER DESCRIPTION lbs, FASTNER REQUIRED 12' 427 lbs. 4 6 1408 4x4 POST: (12) 1601 COM. NAIL 16' 526 lbs. 5 20' 81 1878 PBS44 1815 POST CAP BEAM: (12) 1601 COM. NAIL 10 2347 20' 626 lbs. 512' 2817 PBSE44 4x4 1430 POST: (8) -1661 COM. NAIL 24' 726 lbs. 6 6' 1859 END POST CAP BEAM: (8) 1661 COM. NAIL 28' 826 lbs. 7 28, 8' 2479 KC44 4x4 COLUMN CA 3265 BEAM/GIRDER: (2) 5/8' BOLTS 32' 927 lbs. 8 10' 3098 j POST/COLUMN: (2) 5/8' DIA. BOLIS 12' 3718 i 36' 770 lbs. 7 6' 2310 i PAU44 4x4 2240 FOOTING/PIER: 5/8'x7' ANCHOR BO -T 36' 8' 3081 POST ANCHOR POST/GIRDER= (12) 161661 COMMON NAIL.S 10' 3851 4x4 WET POST ANCHOR 12' 4621 E44 COLUMN BASE 3585 POST/GIRDER: (2) 1/2' DIA. BOLT 4x4 WET POST ANCHOR i KCB44 COLUMN BASE 5650 POST/GIRDER: (2) 5/8' DIA: BOLT INSTALLATION NOTES, _4 1). ALL POSTS TO BE ANCHORED TO FOOTING OR -PIER w�TH POST AINC 2� 2). HEADER & GIRDER CONNECTIONS T❑ BE ATTACHED TO EACH POST WIT- , 3)-. EACH JOIST TO BE ANCHORED TO GIRDER OR -HEADt:R WIT444 T-Y, - I T44 JOIST HANGERS TO BE ATTACHED TO, A PT LEDGER BOARD T�-�(�T IS TO CE B0�7 p �C; `®ATE: _ 17 170 BAY LN. • a �� - ORIENT NY 3 CHORN0 ASS®CIAI'ES architects. `i�'1SOUTHOLPe NW YORK