Loading...
HomeMy WebLinkAbout42039-Z ,z- ����guFFQt��a�� Town of Southold 10/19/2017 P.O.Box 1179 53095 Main Rd �4+ 4� `' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39297 Date: 10/19/2017 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 2015 Laurel Trail, Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2017 pursuant to which Building Permit No. 42039 dated 10/11/2017 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"DECK ADDIITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Ilgin, Sukru of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 17 Ai o ' Signature fat/( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' . PII 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#: 42039 Date: 10111/2017 Permission is hereby granted to: Ilgin, Sukru PO BOX 547 Laurel, NY 11948 To: legalize "as built" deck addition to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 2015 Laurel Trail, Laurel SCTM # 473889 Sec/Block/Lot# 125.4-24.5 Pursuant to application dated 7/14/2017 and approved by the Building Inspector. To expire on 4/12/2019. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $948.80 ; CO -ADDITION TO DWELLING $50.00 Total: $998.80 uil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. 71/17 t7 New Construction: Old or Pre-existing Building: (check one) Location of Property: �j0� � �� 7X ' cam- House No. Street Hamlet Owner or Owners of Property: ,TL. G JA) Suffolk County Tax Map No 1000, Section Z Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o ) Fee Submitted: $ �50 1AW1 ppli nt ignature SOF SOUly �o� olo H O o m� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOaNv,,r� [ ] FRAMING / STRAPPING [ FINAL & [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4M- -OKv co V VN 4 DATE10/0 INSPECTOR F FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) ROUGH FRAMING& - H � PLUMBING r INSULATION PER N.Y. H STATE ENERGY CODE 101111 Of lot0 A+ FINAL ADDITIONAL COMMENTS c� tolifIrl ZA H d b H 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 ,Sou tholdTown.No rthFork.net PERMIT NO. Check Septic Foam N.Y.S.D.E.C. Trustees C.O.Application cc� Flood Permit Examined ,20n Single&Separate_ Storm-Water Assessment Form Contact: - Approved ( ,2011-7 Mail to:� F �Z Disapproved a/ Phone. Expiration 4 /12—,20 D B" ding Inspector G �` DD -- CiV I'1 �. APPLICATION FOR BUILDING PERMIT - JUL 14 2017 I Date © ' 2' 0 ) L�DING DEPT. INSTRUCTIONS-, r W ii9 " T be completely filled in by typewriter or in in) 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 corrimericed 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 shal I be kept on the prerr-rises 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 fromsuch date. If no zoning amendments or other regulations affecting the property have been gnacted in the interim,the Building Inspector may authorize, in writirig,'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 aLlthorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ageet, architect!!tect gineer, general contractor, electrician, plumber or builder Name of owner of premises 0 v L (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. Locatio of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Ti Bloek•' r - 'r.-'• ` Lot I Subdivision Filed Map No. Lot 1 I 2. State existing use and occupancy of prem' es a d ' tende us d occu ancy of roposed construction: a. Existing use and occupancylp L � b. Intended use and occupancy I 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work s• U I L r I'.a (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 ,a 6. If business, commercial or mixed occupancy, specify nature and extent or,each type of use. 7. Dimensions bf exisSg ruc'I res, if any: Front Rear 11 Depth Height Number of Stories ! Dimensionsjofxsa'me,-stVuCt i, alterations or additions: Front �'Rear�:, Depth n eight Number of Stories E 8. Dimensions of entire new construction: Front Rear �`"Deptli�,a4 ttl Height Number of Stories ! �� Sf 9. Size of lot: Front L-�� earV Depth e IV, 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated q-G 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY 13. Will lot be re-graded? YES NO)Will excess fill be removed fro premises? YESY NO 14. Names of Owner of premises Address ('AM Phone No. (0 5 Name of Architect C W #4 'Z-Address I 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 B QUIRED. 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_� IL &ing duly sworn deposes and says that she is the applicant (Name of individual signing contract)above na ed, I (S)He is the &07- (C6ntr'a'ctor,Akentj(!orporafe Officer, etc.) I ' 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. i Sworn to before me this day of c 20 CQNNIE D.BUNCH ; Notary Public,State of New York Notary Public -No.o1eUB185ab0ig ure of Applicant Qualified In Suffolk County ! Commission Expires April 14,2_ Scott A. Mussell , �°$u � STOR1MMA.,T]E]t, SUPERVISOR MAk-A\(Gt]EMLENT z SOUTHOLDTOWN HALL-P.O.Box 1179 0 � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�� a- a CHAPTER 236 - STORN MATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT AMY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or f illing involving more than 200'cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [3qD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain 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. S.C.T.M. �: 1000 Date APPLICANT: (Property Owner, Profess+onat,Agent.Contractor,Other) (y,� DDbtr�Kit 2¢ 5- 6-711+117 NAMW �. E: Section Block Lot FOR BUILDING DEPARTMENT USE ONLY •��•` Contact Inforrnatlon: Reviewed By: - - — — — — — — — — — — — — — — — — Date --/ 7 Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 4 15 L4V. Le 9 4 1 L- Stormwater Management Control Plan Not Required. L.4V je-i L-, ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM k SMCP-TOS MAY 2014 1� L+.J923 oa a y 91@ (V Young & Young, Land Surveors eTe I z� _ I aOt;th^I'I*Wn sf O 400 00—d- R—rh-d. X.. York 11901 I `\ Z P�pPo O6• ��Q�T1 Sy9 ApJr Planning Board f91-727-2801 LSI 74 S p4 I e JS\ Dp ry,`-� Jf Alden M Young, YL h L] ('Do. ¢ I,_._ IJJIJ 411; l r uN lu 6 I,_._R roun9 Lana DMrveYor E i Tnomd a HotPer4 rrvJeam°nat Env.nerr \ ° 0 -682 5A f•� C 5. b 'Q z26B rx—x o -!, o � SITE DATA / r\ TOTAL AREA = 2184044 ACRES 1 \ .. 2?W \ 10 !'� / \ O\ s • AREA PARCEL SOUTH OF LLR1 =2176565 ACRES MATCH LINE SEE SHEET 6 J' ` \�`' -L------------ ------------------ 3:e L� DeT-y 3.910 eft-, A--, � \ AREA PARCEL NORTH OF LIRR _0 741 A'IiLS x •�1 y / 100 0 50 100 200 . TOTAL NUMBER OF LOTS -30 J m x v,\ uv!/ fl \l S ��86 11' 34.866 sq it. TEST HOLE DATA • ZONING USE DISTRICT A-C M•l A it w / V QP? 1 eustre�- 1905y � l x °7 £ 30.523 sq il� ��o K S fa, A, \\ m05 61 ^�fps, yp I • THE APPROVAL OF TI-IS MAP DOES Not CONSTITUTE THE F�- Yr/J/7 1 _J \ \\J9,JS I ACCEPTEACE OF HIGHWAYS SHOW THEREON AS PUBLIC ROADS iy_fT 1 -Y7 18000' 1 rlI ) 0 TNn TTT/3 M13 S¢g 1 N23.1Y46-- I / • A BE RATION OF CO\LTIAN75 AND RESTRICTIONS HAS BEEN �57i I , ! I R� 00 00 OO U ED IN THE SUFFOLK COUNTY CLERKS OFFICE IN a/ggqp4 n _-_ -1 r I om ! / 2H0 2J'L=141 LOOM LOAM LOAM 2 O UBER_CP_ y Zon x--x—x---x—x 8,`\ �� R-�I do° 4C,542 Sq It / yo ---_ 40 40 • THE LOT LINES OF SUBDIN40N MAPS AS--1LED CANNOT BE Yrs J pp 1m o \ oo / A 0!I ALTEREMD WIMOUT PERMISSION FROM THE PLANNING BOARD,AND e4�}} O � �00 1� m_\ 30,907 sq ft, y / - _J�'� J LOTS MUST BE SOLD AS SHOWN CN DHE SUBOIMSION MAP go J t _a �Vt a. 1 � ��ee I s \\� / \\- --,N 19117 mP' II m N30'3928W Nt " 3 SAND& SAND& SAND&61 pe 11 1� Je 1� vFI� A` „ GRAVEL GRAVEL GRAVEL •e 14 -7 7S��V. �V. I7� N2B'eSJB'- L 37.232 sq ft. eR pbf f __1 r ii ENGINEER'S CERTIFICATION J-ps Op 6 FILED NOV 2 3 2�1 1 s a )ANDIOR o 11 7 1` "D�)PlE 180' BD 80 SEWAGE DIB OSAL SYSTEM SY CERTIFY THAT TMORI THIS PROJECT ATER SWERE DESIGNED ae�yEy n 1 1 o N !pp BY ME CR UNDER MY DIRECTION BASED UPON A CAREFLL AND IQ C .W =1{128 325 sq ft; INI� f W I (� Op• THOROUGH STUDY OF THE SOB.SITE AND GROUNDWATER Bs 9 a CONDITIONS,ALL L0T5.AS PROPOSED CCNFORM O'RTE-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONTRU .a- D 1 \ f tLI STANDARDS IN EFFECT AS OF MIS UATE' � FEU_ +- ,a e -'.�� w 18T9-3o' N184200'w \i e o NW Al ` I so L. •923 NOV/2232001M t, a �f .m EDWAapp.W., _ 11 Nig c �Y �+ $O1 CLERKOFSUrFOLKCOUNTY y \ V \\ PSI, iB'41'44� W I LU _ 5 o�\ 29,572 sq ft\\ \\ m 327320' I ,^ THOMAS C WOLPERT,NYS PE ND GI , �a a ll I HOWARD W YOUNG,FLYS LS NO 4'_e c ffi oNy 3 1 a 074,U,�,zp•�, t y \8000 1 r I 1.3mu OPEN SPACE fI f� 5511' Ny}z6'AT i L I _Z o„ PARCEL C No 4A\ ---`l I -1 SURVEYOR'S CERTIFlCATION m 32.572 sq ft. NIA ` N: o''P\ o r 5 I m L u I COI HEREBY ERTIFUIL THAT ALL LOTS SHOW HO ICN--_ON THIS OF THE TOWNPLAT OF 0 7478 cues \ OPEN SPACE I I a I U \ \fi'f1 Z 28,791 9 ft7 I �\ N18'ISIO'W 907' ` Ny415 �O v L 1 I fA I Q THE TONIN LAW AND ARTICLE XV31 OF THE CODE of THE TOWN OF 51BT3'IO'E \ 10 �,p, PARCEL A L` I I � SOUTHOLD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF a L0 \ W U T6 SOUMOLD.' 31� x \ 'U'� 8}916 7HA1 r-\P 15-4701 Acres HD 7s,�� I wr B E 210 TYPICAL PLOT PLAN Sy '�. ! �- I DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL BE AS 9 I now or formerly \ by •Ny \ JIT --J t SY, INUN_L_q_U ss T ps Frank E J COr1In o , Il R`43094' SHOWN HEREON' 3 Lcl 1. •J 1 �v -_EL OURT__ 9g 'I HEREBY CERTIFY THAT THIS MAP WAS MADE FROM ACTUAL & W.F Carlin SURVEYS COHPETED DECIEMBLA19.2o00AND THAT ALL II CONCRETE MONUMENTS SHOW THUS. • ACTUALLY EXIST AND X 3eaoz sq k 4 �• %- R-11 ��y/' m ! _n m 28L-8.7B Ls13 THEM POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL �r Y Ci Io` ti5o` � , ^c.F � y c / J m r— $ Le105 ^ m�\30.892 sq fV / v / 2 1 1 o I^ m 3 AND GEODETIC DETAILS ARE CORRECT' o �_�' \ \ ,/ / / 7 / 1-i I b NousE HDusE NE H x--_ J ryoo^o�'�\\n ftr so oA6 i m 1 \\ 'b^\\ o' /34.225 sq'ft- I n 1 2 0I I C /.. I 3 `\ `✓ ' : "'J.��� r q 129.101 s9ft. is+3o.c .29.949 sq ft. ! '� '�• �� 1 e7oj \ �' • 1„ 29.015 sq-n / � 2r? eti0 Ai 31.310 s i) 7! ♦ � -- ` _�� n �P 00 � � Dp,.'T Bo' S62e' o Q i / / \� L 2 J Q - Ib / n!j \ �p.00 56 S, _ L=i 2-00' i_r '• _ �)� I HOWARD W YOUNG,N-Y-S LS NO 45893\\ o "0679 j �vy47 :�Y z'7 J9• 41 1 491 p160 /' 2/.. / 2 SJE I R•E6D-94'I 45893 �' p✓�`�-/ L�1i�p9O5 /� Fd' y f/ 30.659 sq ft,,/ ^,1. -_______,— �____I___- LAND $ is: R�526B ' -- 30 T e�\\ j 0../ I rTm•.H ROAD _ / � ? ---------'� `v y6 aa. �• \ �� my 9tVNEft / s 4r. 5 I p L� ' \r �Jo �\\ i / ry I c/o aurT�LEs aoorDEsa 3� P 2(J I n / J` m I 31,298 sq ft 1F S .e6 0o r-___ o o' f 2 `\ o A6 I P-o Box 1547 9 1 m --- o,1 �v \@p a. IN RIVIItHEAD,NEW YORK 11901 'ep ' 2 2C i - i z4 ^II m; 30.961 sq.ft >-qP, ' 31g65 PLANNING BOARD CERTIFICATION (30.973 eslq.ft I I 1 1 -- `7 I gei rAttY mAq `� t -'�Rt'11� Lcj6704 { s4 \ I n 128,666 sq ft t 'm 1 - \ems 5d MAP OF l `T O6 Ras OL ro CEATUY THAT TOS SUB011190N PLAT HAS DEFN AIRRO\tD BY L�1\_ b> ♦\ I I I o l��i Lam,OS p <' L 11 R�J62,50' L- THE TOWN OF SOJNOID PLANNING BOARD T.� 2�`- � °� ---- 305 "��2= --_=L= LAUREL LINKSE r'' 'T' \3/L=8 99' L=180 35 55 t.� 9?/2� / Rc737 50\ /'// _ n -31,314 s it.I ,r�fj s a T I �T3, Y� At MOttituck, Town of Southold l -r--.I �INr•c \ \ / d82 O L DATE C APRROVAIf B Suffolk County. New York olpc \ q I fA \ o) ti°e e �26D 68 waRPFRSON 31.298 sq fl \/p ¢o• I SOIU Q TO CGYENANTB A f1E5TRICTIONS LIBER I.A f 31q PAGE 553- I E 3 1T 1000 126 07 1 now or former) \ -_-----—_-- < -� �a _,�'gi'- 1000 t25 oa 241 Ruth D. Yount x x /Bs7•` L�'66 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 oa 21 9-.; \l now or formerly x / I q{Jb 1 7 HAUPPAUCE, N.Y. 7000 125 03 15 Jeecvette C Hommel \ DAr County Tax Map w,�I 1000 s�I�125 ®x.03 eI 17 a �. e s �. �, .� .� ,.� �..s �• —r— 6--—r——e—————————————— \ THIS IS TO CERTIFY THAT DIE PROPOSED REALTY 4MBMM90N OR \1L 835 mr�DEAR NTT MIS IL A IIEL ao1£o NNNEiE WNN O 0�WATER IW91TMPPucs FINAL PLA T T Y MATCH LINE SEE SHEET 4 AND SEWAGE DISPOSAL FACMTES MUST CONFORM TO DONSWUO90N STANDARDS al PU AT TIE TINE O CSTAND RDS AND ME SUBJECT TO S SEPAMIE PERMITS.1EFT PURSUANT TO MASE STANDARDS Nis APPROVAL SHALL BC VALID ONLY F TIE RZALTY SU(i0M9ON OR DENELOPUENT MAP IS DULY \ FILED MTI TME COUNTY OLE9K"INN ME YEAR C NIS DATE CONSENT IS o NENEBY aVEH FOR wi,n'JNG OF MIs MAP OH waIi Tis moORsEMG-Ir Ai`�IN ME CFFICE OF THE ACCORDANCE PRON90N5 C THE PU9UC HEALTH COUNTY LAW Mp MEIN SUFFOLK COUNITY SANITARY UNE 6,2001 eeLl I 1L COOL MAA 8,2001 MAP PREPAKED DEC 19,2000Ty'�1 OI O'L DIVISION C FNMRONMENTAL QUALITY F� • S ®Qa' ❑.•w,a.,R ■-.a.ub.T ra.v A—.- A-eu¢Ian 1 ` to. 1' 100' UWC Lf97717_lto6_final-_plat SHEET It�e I REVISIONS EL.54.7 S 3605213011 W 180.001 EL.51.6 I I r o 44.8► M fk SrONf o � ! V 64.]► Q o � o 1 N ' � n 2z 31 M ti }t 07 O` O= 4 m �tiyr U / ce m x y J 470 s,, Q a4( i ;tsD A4 SITE PLAN . - e: �la� SCALE: 1 = 20'-0' ?g � oir N v \"J W Z SITE DATA. W w SCTM # 1000-125-4-24.5 J Q DESCRIPTION: TOTAL: LOT COVERAGE: T J o PROPERTY: 29.015.7 SQ.FT. 0.67 ACRES CV H� RXISTING HOUSE: 3023.5 SQ.FT. 10.4% EXISTING PORCH: 68.9 SQ.FT. 0.2% DRAWN: MH/MS AS-BUILT DECK: 645.4 SQ.FT. 2.3% SCALE: 1/4"=1'-0" JOB#: August 24,2017 TOTAL: 3737.8 SQ.FT. 12.9% SHEET NUMBER: >J_ MEETS&BOUNDS BY: KENNETH WOYCHUK,LS SURVEY DATE: 01/24/2008 Q> S REVISIONS k i 1„ t: t O Oho DO r 0 x ^<'C54k O ry m V � U w v co x O a w � U Q1 M tw Mill I4 W � V. r 1� O H OFS�II t-4 CIO r APPR VED AS NOTE OCCUPANC' � DATE: j� B.P.a:_ USE IS UNLk�`�-'.�L FEE: SY. . _ WITHOUT CF �"IFICATF NOTIFY BU14: 4ENT AT OF WCUPAi .wy 765-1802 8 AM TO 4 PAA FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • Ff' " ':? A PLUMBING Additional 3. INSULAT'' Certification 4. FINAL - i MUST Y BE COM; 1G." May Be Required. ALL CONST SHALL MEET THE _j Or REQUIREMENT 0'r THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETA.N STORM NATER RUNOFF z PURSUANT TO CHAPTER 236 01- LU OF THE TOWN CODE. Q j COMPLY WITH ALL CODES OF `r" -' w NEW YORK STATE & TOWN CODE" (V AS REQUIRED AND CONDITIONS OF �--i eni rtuni n rrnnlnnae _� 1:w k ;,,� P, glAtm Pi 010i1 BOARD M N.Y.S.DEC ' DRAWN: MH/MS 't -a 8 SCALE: 1/4"=1'-0" g JOB#: i - r r July 13,2017 x'233 {� SHEET NUMBER: FN..... A- 1 REVISIONS 1 , (2)2X10 GIRDER (2)2X10 GIRDER I, , 1 , I 1 1 1 i 1 ;r7l' ia, , I 1 , I I 1 (2)2X10 GIRDER 1 1 .a. ;n; in (2)2X10 GIRDER (2)2X10 GIRDER (2)2X10 GIRDER ©� 0� (2)2X10 GIRDER 1 I I CE 1 I 1 , 1 , 1 I I ' E ' Ln 6X6 POST-12X12 PIER ' ' 1 3'BELOW GRADE(TYP) ' 1 PL (2)2X10 GIRDER a (2)2X10 GIRDER n i (2)2X10 GIRDER '�"�' (2)2X10 GIRDER I I N -� N N � 1 J't ,� z O °i W oso a ' 2 2X10 GIRDER ' ' 2 2X10 GIRDER ' ' 2 2X10 GIRDER ' ' 2 2X10 GIRDER ' v E m I 1 y 1 I py , 1 ' 6X6 POST-12X12 PIER i T BELOW GRADE(TYP) i ' (2)2X10 GIRDER ' ' (2)2X10 GIRDER in (2)2X10 GIRDER ' ' (2)2X10 GIRDER ' 7'-51/2" 7'-51/2" 7'-51/2" 7'-51/2" 30'-4" U ¢ z FOUNDATION PLAN w a a SCALE: 1/4" = V Q o P4 � o � o � w O V' � � Y N N � 5/4X6 DECKING J W J Z W J W J Q � J r O N F-� IN s DRAWN: MH/MS SCALE: 1/4"=1'-0" i JOB#: 30'-4„ .-�, �' :� �� July 13,2017 Olin,. SHEET NUMBER: 1ST. FLOOR PLANall A-2 SCALE: 1/4„ = V REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS, USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. ` L 4"MAX. •ISI- 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER 0 Z_ o O .0 O 0 POST/COLUMN ss Z 12"xl2"x12" CONCRETE FOOTING - + - •+> �a m DECK POST FTG.CONNECTION DECKIPORCH RAILING LOCATION I USP NUMBER I DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING N ti 1-1/2"SPACE (, M MINIMUM � P-4 C r" HANDRAILS U Z x 0 GIRDER U H POST GIRDERMEADER ° x o CS POST/COLUMN BALUSTERS RIM/DECKJOIST o CONCRETE PIER •�. 0 o OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLYTO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLYTO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. C1] GIRDER/HEADER PIECE OF SIDING BELOW T� tam 2-1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL W W LAY PLASTIC BASE DIRECTLY ON ^ A STAIR TREAD POST/COLUMN °° UNDISTURBED SOIL(ORGANICS REMOVED) 1�1 RIM BOARD o° LEVEL BASE �+ FIT CONSTRUCTION TUBE AND PLUMB F O STRINGER FLOOR FRA BRACE TUBE 2x JOISTS \ FILL AS PER MANUFACTURES'INSTRUCTIONS M-� BLOCKING FOR JOIST HANGER -III=III III=III III III III III III-11 POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS ConLOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. O 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN U 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN SPRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL DECK/PORCH LEDGER CONNECTION LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES'INSTRUCTIONS A _ _ _ _ _ _ o cl _ — =11= STRINJER III III III III III-III III III-III II @ib" (2)THRU- WOOD JOIST JOIST BOLTS P 4 I ANCHOR "dia• CONC.PIER FOOTING Y p- n PIER 16"TREAD GIRDERMEADER BIGFOOT SYSTEMS FOOTING FORM 4 ° • t I a 4 WOOD JOIST GIRDERMEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN J O COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE a CONC.R Q.) °a AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT Q °v (AS REQ.) -;:4° PRESCRIBED IN THE CODE. FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT W •a°"q 8"dia. • °V a DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT 3,�„ 4>'° CONC. °' PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. V1 W J >••4' PIER v'"4" IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION h 0� W V'• TO ALLOW FOR SHRINKAGE. 4% JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 7 o •o> G Q .o o <4°v° J Q L.() J O CLIMATIC&GEOGRAPHIC DESIGN CRITERIA nl HANDRAIL NOTES: DECK& PORCH NOTES: GROUNE WIND SEISMIC FROST WINTER ICESHIELD NAILING SCHEDULE All required handrails shall be of one of the following s 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. FLOOD q g tYPe g P SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN NAIL NAIL HAZARDS JOINT DESCRIPTION NOTES or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY SPACING 1).Type 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE JOIST TO: PER TOE P P 4-8d COMMO outside diameter diameter of at least 1-1/4 inches and not greater P proper TO HEAVY MODERATE SILL•TOP PLATE OR GIRDER JOIST NAIL Girders on concrete piers shall be anchored with ro r steel connectors anchored, than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING EACH TOE 4 �a�0 2-8d COMMO ("' d 't perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL iC 1114 h 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING EACH TOE iia G� yy than 6.1/4 inches with a maximum cross section of Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 2-8d COMMO ��. g g TO JOIST END NAIL •+{ p des DRAWN: MH MS dimension of 2-1/4 Inches. (� ✓ be 4 ft.below grade. BLOCKING TO: EACH TOE ' t't/ SOIL COMPACTION: 3-16dCOMMO s :._ A, 2).Type 11.Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL 1., SCALE: 1/4"=I'-O" inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE sides of thefinger profile.The f1) CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONSMINIMUM 3000# in er recess shall be in with a . . 3-16d COMMO �B P g g 5).A minimum of 10 inch Flashing shall be installed between the building and ledgert ° 11 rA i JCB#' distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY. JOIST ON LEDGER PER TOE July 13,2017 portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-8d COMMO TO BEAM JOIST NAIL SHEET NUMBER: inch within 7/8 inch below the widest portion of the + f2"rii profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above rade. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL BAND JOIST PER END p req - p P g 16d COMMO inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST 3- JOIST NAILt ��J d"r� tallest portion of the profile.The minimum width of the 7)-All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: "�� .' handrail above the recess shall be 1.1/4 inches to a to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE 2'16d COMMO PER FOOT TOE NAIL . maximum of 2-3/4 inches.Edges shall have a minimum 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.