Loading...
HomeMy WebLinkAbout42364-Z ��O��tlFFQj,fCOG� Town of Southold 7/3/2018 P.O.Box 1179 53095 Main Rd �y, p�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39747 Date: 7/3/2018 THIS CERTIFIES that the building BARN Location of Property: 50 CR 48, Peconic SCTM#: 473889 Sec/Block/Lot: 69.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2018 pursuant to which Building Permit No. 42364 dated 2/13/2018 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: ACCESSORY BARN AS APPLIED FOR The certificate is issued to Szczotka,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 ho ' Signature �SUFEat,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • a� 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#: 42364 Date: 2/13/2018 Permission is hereby granted to: Szczotka, Nancy PO BOX 294 Peconic, NY 11958 To: construct an accessory barn as applied for. At premises located at: 50 CR 48, Peconic SCTM # 473889 Sec/Block/Lot# 69.-4-13 Pursuant to application dated 2/2/2018 and approved by the Building Inspector. To expire on 2/13/2019. Fees: ACCESSORY $618.40 CO -ACCESSORY BUILDING $50.00 o $668.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ` I 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 I. 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 1W 11� New Construction: Old or Pre-existing Building: (check one) 6Location of Property: 6- . tS House No. f 9treet Hamlet Owner or Owners of Property: A)d,-ta, S Zwrl-k ,� Suffolk County Tax Map No 1000, Section— Block � Lot J3 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 one) Fee Submitted $ /v-� Applica"SigKure BOE SOUTy # # 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t1� ri �V0 K'A J DATE INSPECTOR QUA- INk �o��OF UlyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, 765-1862 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORylu u �o��Of 50UTy�� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINALAti 4#VKI [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: s a✓ OVA 7s shfrA Sho Nkz✓s Am Ohre c4p w- ✓ At 6(WIW4 . ( us-L qlq*A L'� �r .tom- . VA DATE INSPECTOR a0F SOUL # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & .CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION' ' [ ] CAULKING REMARKS: 0-r-4/ wv Y DATE 0 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) H ------------------------------------ n C 'FOUNDATION (2ND) ty • z ' O ROUGH FRAMING& tai PLUMBINGy INSULATION PER N.Y-. H STATE ENERGY CODE aANA AlV& S ✓n1 ,, FIs n✓ (` . FINAL 101V. lam/ o tv ADDITIONAL COMMENTS zo z m C� � z i 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 FAX: (631) 765-9502 TEL: (631) 765-1802 Planning Board approval Survey SoutholdTown:NorthFork.net x PERMIT NO. Check Septic Form N.Y.S.D:E.C. Trustees C.O.Application ExaminedFlood Permit '20 Single&Separate Storm-Water Assessment Form 1 , ontact: —_ Approved 20 _ Mail to:1V"(114 SZGn0_A, Disapproved Expiration 20 Phone yam'`_ _T_ 5 , 15�LSa V L5 n i d ® U in g sector V f E B p.2 2018 AP ICATION F UILDING PERMIT Date 130 , 20� BUILDING DEPT. INSTRUC I TOWN 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 af,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 f app icantna ��fa rporation) ; 11g5�S (Mailing address of applicant) State whether applicant iswner, ssee, agent, architect, engineer, general contractor, electrician,plumber or builder 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, Plumbers License No. Electricians License No. Other Trade's.License.No. 1. Location of land on which proposed work will be done: House Number Stre t t ii^;,','�ij+J�1''v ole! • County Tax Map No. 1000 Section ��c.r•,•us;�1161s� i1iC�,�tii�:; Lot l� 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 <Aa& l b. Intended use and occupancy '; S -H ^-_sid.&c 6CA., P - 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, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,Rear` Depth Height Number of Stories _Pff�Dimensions of same structure with alterations or additions: Front 9-31;' i s �`?! °, Rea_ r--'1=� Depth /�� Height Number of Stories iii 8. Dimensions of entire new construction: Front . °, Rear Depth �o `bQ64 Height [ `� Number of Stories 9. Size of lot: Front / - -_ . -Rear /qS.I Q DepthQ 117�, y,I � �� ,`1-0471 10. Date of Purchase Name of Former Owner. , 11. Zone or use district in which premises are situated s f J 12. Does proposed construction violate any zoning law, ordinance or regulation? YES N0 -1 13. Will lot be re-graded? YES NO Will excess-fill be removed from premises? YES NO 14. Names of Owner of,,,pP�remises Qvi s�-� Address et a � hone No.5/(o �3"7S- Name of Archi 7�0� Dzdll_ - Ad Pe sn � + ��p hone No n- Name of Contractor TibA �Ad ess &Pnr 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 NOS_ * 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 N0X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) " COUNTY OF Its[" (',(if TZP7 being duly sworn, deposes and says that(s)he is the applicant (Name of indiv((0ULAJ_'1r] ddual signing contract)-above 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. Swo to before me t 's VICKI t BERRY day oft_� i utilic- 'Sta a of New Y rk 4 O'1.BW70Q81 ifia'd'An,Suff Notary Pu'Ric pjpr*gS•IO0`E [sires: - — Sign re of ppl ant Scott A. Russell 0�,°s� � ST��][.I��1 WATIER, s-' SUPERVISOR z 1\\1ANAG1EM1ENT G�]EI��1[]EI�'7[, SOUTHOLD TOWN HALL-P.O.Box 1179 /�� 53095 Main Road-SOUTHOLD,NEW YORK 11971 � +fir Town of Southold pl Y�D- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB O 2 2018 ( TO BE COMPLETED BY THE APPLICANT ) _-___-_--DOES THIS PROJECT INVOLVE ANY_OF—THE -FOLIA)WING: Yes No (CHECK ALL THAT APPLY) 1JE1A. Clearing, grubbing, grading oT stripping of land which affects more than 5,000 square feet of ground surface. 1 '9]❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E]n C. Site preparation on slopes which exceed 10 feet vertical rise to E 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I f ❑� E. Site preparation within the one-hundred-year floodplain as depicted �( on FIRM Map of any watercourse. 00 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, STOPI 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. 1 APPLICANT: (Property Owner.DL-sign Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date Districi e NA41E 1V&K)C� �✓-ZP�Z�T r- - I Section 04 'P1W Lot �U I ! AA FOR BUILDING DEPARTMENT USE ONLY *'x* Contact information trekphae hum6e) I 1 - - - - - - - - - - — — — — — — Reviewed By: Date: f ! ! i Property Address/Location of Construction Work: i — — — — — — — — — 00 Approved for processing Building Permit. �>� �9 3 E ❑ Stormwater Management Control Plan Not Required. 2C(7!4 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 F t APPLICANT: S.C.T.M.#: 1000 (Property Owner.Design Professional,Agent,Contractor,Other) ted, QSUFFq� CHAPTER 236 a Stormwater Management Control Plan CHECK LIST NAIVE 5e ttdn BI ek L'ot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing rLA all Information that has been Required by the following Checklisti ite Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Herel ow all of the following items: YEIf you need additional room for explanations,Please Provide additional Paper. . Location &Description of Property Boundaries b. Total Site Acreage. 00 c. Existing -Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17tOM. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. DRAINAGE INSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. j Contact TOS Engineering at 765-1560 before f. Existing&Proposed Contours of the Site (Minimum z intervals) Backfill OR Provide Engineer's Certification g. Location of all existing& proposed structures, roads, that the drainage ha-s been inctallind tn Code driveways,sidewalks,drainage improvements& utilities. Ii. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). A well maintained 1. Location of proposed concrete washout area(s). 0 Wire Backed I t Fencing,stabilization ill.Location of all proposed erosion&sediment control measures. 0 Seeding of exposed and/or inactive sols, 2. Stormwater Management Control Plan must include Calculations showmg that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. i ( 3. Details&Sectional Drawings for stormwatei practices are requlied for approval. Items requiring details shall include but not be limited to: U a. Erosion&Sediment Controls. ©� b. Construction Entrance& Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERI EPART TSE ONLY**** Additional Information is Required. Reviewed & Stormwater Management Control Plan i5 Not Complete. ' Approved By: - — — — — — — — — — — — — — — — — — — — — — — — 1 i Stormwater Management Control Plan is Complete. � i I � Date: Z 9 I SMCP has been approved by the Engineering Department.' FC>;RM 11 SWCP C eek List -TOS MAY 2014 OSVFFO4,- 4��, OG Town Hall Annex �� ���� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 CZ) z Southold, NY 11971-0959 40b- BUILDING BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR,:TIMBER CONSTRUCTION Date: 30' Owner. > C(�I �� a Location of Property: Please take notice that the (check applicable fine): ;� F 3, q`: New'residential structure �► = Addition to existing residential`s(ruc�ure ,x Rehabilitation to an eAsting'resideiitia[.structure to be constructed or. {�erfvmaed at the suoject property refeF nce above,will itfilize r. i (check applicable line): r'?C Truss type construction Pre-engineered wood construction;(Pffl , Timber construction (TC) in thejollowing iocation(s)(check applicable fine): Floor framing, including girders,and"beams (F) -X Roof framing (R) Floor and roof framing (FR) Signature:x Name (person submitting,this form): f,A&)Ck/ S .LA— Capacity A -Capacity(check applicable line): ! ' Owner .Owner representative r . TrussResReol5.docx Effective 111.2015 VACgNT f Tjjr� �ArFR //V N SrR1, OA EOE S. 00 .9 EROSION &SEDIMENT CONTRO Shall include but not be limited-t MON O3, O I A well maintained Construction'I W VFRy�A p Wire Backed Silt Fencing, stabiliz WIRES I Seeding of-exposed and/or inacti f " DRAINAGE INSPECTIONS ARE R 0 CESSPOOL 7- 1,2,3 Contact TOS Engineering at 765 N (4 '9 AVE 0 Backfill, OR Provide Engineer's'( p y p0 y L Vq - that thessirainage has been"inato 0 SEPTIC TANK O / J A 33.8' 04 24.7' V M WELL ME CA o to AGE pt I APPROVAL OF STORMWATER MA:h 33.8' o CONTRO P N -T Code C M Date: 2 Approved y: MENT OW WELL USED ^ CESSPOOL DECK rvY CESSPOOL (D10— THESE PLANS ARE AN INSTRUMENT OF SERVICE Q AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED [ti REES O N zoi8 ALL RIGHTS RESERVED N NLU Coz LyJ r.�m FOOD \� a J� Robert I. BrowrZ FENCE w j Architect, P.C. 20 Bay Ave. Greenport N � 5 ZONE I I ,_ „ info@ribrownarchitect.corr 631-477-9752 SITE KLAN I 50 COUNTY RTE 48, PECONIC, NY 1 1958 •!i/% IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON BASED ON SURVEY BY NATHAN TAFT CORWIN III THIS DRAWING IN ANYWAY.ANYAUTHORIZED I S% MAIN ROAD, JAMESPORT, NY 119 ' ALTERATION MUST BE NOTED,SEALED,AND SCTM No. 1000-G9-04- 13 DESCRIBED IN ACCORDANCE WITH THE LAW. DATED 03-01 -201 G AREA = G 1 ,540 SF = 1 .413 ACRES \�jeBED q/3`C � 20'SETBACK LINE ��RT'•p9 � TOWN OF SOUTHOLD ZONE A-C Z NE 2 <_ 2 DRAINAGE CALCULATIONS $; 0 41 ZONE 1 : 9.93.5 SF x O. 17 = I G9.4 CF REQD. w� ' I PROVIDE (I ) 8' DIA x 410D DRYWELL = 190. 1 CF CLIENT/OWNER ZONE 2: tIG39.0 SF x 0. 17 = 108.G CF REQD. I I PROVIDE (9 ) G' DIA x 31G11D DRYWELL = 147.8-CF NANCY SZCZOTKA LOT C;O V E I INr-\ EXISTING HOUSE (INCLUDING GARAGE): 2,077.8 SF PROJECT TITLE PROPOSED STORAGE BARN: 1 ,G35.G SF i I w PROPOSED DECK: 359.0 SF STORAGE BARN TOTAL : & DECK ADDITION 4,072.4 SF 50 STATE RTE 48, PECONIC, r 4,072.4 [ G 1 ,540 5F = G.G% vACAN I. p L/C 4 o 6 wA e - '�`• �' `�' >+_, �' OL T R IN sTRFE? OAJ) cl) ATER F 0 m n 00 {e «y? 0 ;u n MO N Y. ti,a1 Q7 0.3'by Ode 4 c� wIR D Es f ' m c o I cf) v o CESSPOOL To 23.( m eon 44.1' o o Z 22.0' �o m O SEPTIC p0� mo TANK :. U)� I B A 33.8' cn 24.7' _ 7.5' m 1 STORY FRAME o HOUSE & GARAGE O B SEMENT 54.1' WIND WELL 33.8' . //. ... FENCE f O N 11.5'W. rr� ff�/'�j/ WANDOWNWELL Q4 m O o _u� NOTE:ALIGN EDGE OF rcom DECK WITHEDGE OF PROPOSED C Liz m EXISTING WINDOW WELL m NEW DECK CESSPOOL 0-1 Y z I n Cti } m ROW OF TREES O O N CQ o W m z FENCE N m WOOD \ m 11.6'W. a ENC O o I I m L w 'y ZONE 1 I P-411 31 GalSIT 50 coup FOUND STAKE I ��/ ' BASED 0 1586 MAI SCTM No: DATED 0 I AREA = E 20'5ETBACK LINE PROPOSED TOWN OF PRE-FABRICATED ZONE 2 NI STORAGE BARN D PLANS TO BE PROVIDED BY MANUFACTURER PROVIDE r n Z i ZONE 2: C) I PROVIDE I 0 ILOT C O EXISTING PROPOSE! I PROPOSEi I w �� TOTAL : SURVEY OF PROPEIY 1 .L SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-69-04-13 SCALE 1"=50' vT gds�p��NEI JANUARY 23, 2015 ,Ry p APRIL 21, 2015 REVISED PROPOSED HOUSE •�O re AUGUST S, 20115 FOUNDATION LOCATION ARCH APRIL 9 M2016 2016 FINAL SURVEY G� CORRECT SEPTIC SYS. TIE DIST. OyY �•.�''� IrAREA = 61,540ao9. ft. 13. 1.413Ems• \ 06, CERTIFIED TO: NANCY SZCZOTKA 0��, ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE No. F15-7404-204679—SUFF SEPTIC SYSTEM TIE DISTANCES COVER HOUSE CORNER A' HOUSE CORNER'S' tr SEPTIC TANK ryw, d/ LLJJ OUTLET COVER 16' 2e.s' O. qq' ° x *• / � CESSPOOL ��Cn�p COVER 32' s6' / O`'r "rO,y �;/ T}O' �O `YOB 2�0 ek 9t % 0144 9 Ino �0 O �O IrA O 0 � 1 Na % 4� 0 0 Ir g 9 0 v PREPAREDIN THE MINIMUM STANDARDS F,Sr7ABLISHED AIVPTED BY THE I-I A TITLE g IAFr O}0��•,. Z f S U.- No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION N LA OF,HE NEV YORK STATE Nathan �a Orwin III EDUCATIONuW. EMBOCOPIES DF THIS SURVEY MAP Nor NIZARING SIDERE Land Surveyor THE LAND SURVEYORS INKED SEAL OR EMBOSSED SERI.SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERDFlCATKINS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND 77th Surveys —Subdivisions — Site Plans — Constmct;on Layout LENDING INSITTUIION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSIT- TunON•DER WICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT AWLING ADDRESS EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1566 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 APPROVED AS t10"C ED Ll CODES Or- DAT V & TOWN CODES' NEVIf FEA �oBY: AS REQUIRED s I , NOTIFY BUILDING DEPAR i ENT AT 765-1802 8 AM TO 4 I'M FOR T11-11E 2ARD FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED T FOR POURED CONCRETE vc 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST E FOR C 0. one ny BE COMPLETE MEET THE PAIN,k; ALL CONSTRUCTION SHALL M u REQUIREMENTS OF THE CODES OF NEW t RESPONSIBLE FOR USE I S UN- 1 YORK STATE. NOT r� ERRORS. r,., q �pa E DESIGN OR CONSTRUCTION i-A,J L� iu or 'or rty o po -TRUSS PLAGARDINC'REQUIRED RETA�� STORM CM TOWN COD ToE. POLE LAYOUT p'aDS9 Rv+ r�-e�rtMl Ds..,3ea.0.M1 Maestrstr o` E.-1 ])ID1/)• iJ 1]•]a]p• Diagonal a 37'11/2" 41/4' a%)W)CH D000.WRH CRDJJEUC[e ­­Doo-n-0.0S53u<GS -N)DU)M DOOR WRHC.SJaUUCS psi ��s c 3 12X12 117 2 11-11 _ Diagonal _ — .. S r 60'611/16' Y 12 N 12 ROOM so .9 11 V4' 4X—DOOR—C—CIG sa.. Ir1d• Ire• -')!e• _-_ JVJre• Eave 2 Js v • r• l _ /%j INF./. .. .r ,. ,. n. ,, : ,. .• ;,. /,: ,...,.. _. ...,_-". ,,... `mow I. "9' -/'� / �/ `:1 w is u RM , E i r / 15 ii ¢9 i I �I i- ' 3 a: t.. pill ry�r a�;..i �i f.. •:� ..a s ^s :.��.- m _. �za � ,':;:1�.'i ;,: L.. ..::;.;, r a-�. a:,. �. •::, t .• r�f� 5..�, �18'.�. d ��.' - ��,: III. S�' � tF/.�.:4 l \ , 1 •. � r E - .M. - ---- -- - - - - - -- --------- - NOXIVA313 Z 3®IS 3"3®3®IS HlII®N _ v " �" "5� � ,� ! i,�;r � =�s;i•- i&ts' ,,,� �p .t � �' -�'M P�;,*�s4'�'4e3as'r� '-`-fP,,. i;.,� (r�+�_z ¢ya"? �'Y'. `k,�a `� "�y', - .�, �My, ;7,t� fir+• I. 'e' ��'f,. '� F, ' `?^' ,,.s.' „_ I �i"- � trtl c3,: g^;2 .• � ���a .'-s,( _'t, t� t adv `'' �l d2- �. [' '� ��`�� ��r�o Y P,�3' - - - I - ,�,.:.. 'mss �'=, " '.1 3� „ •.y.. �. _ ft.�: Jy s� 'L^ _•,� :G .� '� R-•'_ �, i"� x��" 1 t .� ��~ k r�=���� rt t x''',"' "[ _ `5, � S. _ryx'- . n �a, �? ' N:�� MR! er�s%3�� � "J- "'E- �a ;;�.� .,�' i �, 8:�r.;�a '4 .7,g �� ,i,,..•. fir'- � ;�a �_. �a - S 'ea F(. s..x.t -'s� Sd a � - ( It.r ' u.� -- ,"� _,£ �� YM£�`N_L �•� 4},-5:�,Fj' `~ �h^ - ' F i ..3 '�'s'� :� 3r-'�9 - � 4 '7� .� ,,�_. qui ,��y �, ?q4 ••` "` �4-e gT<, _a` - �(z-' L'= - `'nc, r^�`° �-�" � r 9. � k t ". `^'` 2 usP �F� 'YZ p y y �y h-s �-.'rJ' y, .#�.- .x fr.;r r r,�. �.6-' �3�,. q�, :� +'Y•r �'�.3, �v„-' tti�" A 'f- r,y�' «� F"i�� [. y e�;'>,. �.s'",. ��.°G 4„e's.: � ��'"� 'x�.'+, .sr i r t `bf,H,F�' #.w±-' y... +a :� �%� ?.' ,e ,•`kk'• v.>&'' ,r., 3 S'� i ^_� �- fT" ,�,'. ' �' 4,��'- •=t+�r r -^.t` `'L� ;�" cru� � ti� '� �i±,�" _4� -Y•o- ,�.,� f,y�a- a,. �: ., !_ � n; c �:� w,, _,�. :+_ s .p Yx;� t;� � �:`' � �.� - �,�.,.. �•'., r`� �` �;` ��� �� �� ,mow, �? ;�- s` i '� t r'r 't"< l M1 , AS •,f 5,. "�,'m�i n._-xt I �f ikh ,^.X _ _ rte S ; •�x,� :;r �'"' f�g�'.�,s � ���%., %e. .�'t £��'�i(�a tig.,�d3 ^;�a- d�,� -,�,,. Y3:'r�t ��`_' -;« °`�•' �� �. "`' "'i s 4-'�' # F � '�` F i -T 3Zi- {,�:}�' `9r - g•:! ..,sY, �wv - - Y'^n Ir(� -^ ? 3 S.i ')' '6¢" �; Ni '" 'E'1�E fk� "may.' _ tci } - - 's"k"i'..' - - -t''.` 'x. �r--. .a rte" _ Vii` �E "_}n� _ _ °�a,�'�y a`�-e �•t - �"' �� t:� `;i z� :y� Na °;� Y.,r•' ���-- w��n.a '�, � s `^ter Ea+.a, �s ".— >_.�� r ,�""'P, ,-s` �� a J>9 h''t ' .� .Et P�.�1Y.IX 1.,,1 4.+11 .�,i n"�,' '�w• ?is � ^'Ct � -�* - t!, i�. k ,�- .•z; ,��, ,s'' �3?t �..'- ��` x,, k��;� - �^ moi' >t' z�s'��aass �' i ( r ak,:r �QIA ;m ,�.''' : -� _ ;'�fE+r" -.>„y.,�-.`k� ? �?,. c a� r'�" i•i: ''�3'� - :e a g'�� �`' - _ ,a� - '�� t t -<Q-'�,•,=' 4v � �( '� - ���s „�% ttt:,,% i' `gs',- �•"F, r -,s�tic wee„ �.,,„'' �-? 2��r �c''+e r•= �y'� E ' i�' KIM `Y yaYs l' a -sr. >-.Y:y.. --:J hk� r G - i`.•.y sr _.`n':..: -�z.' ,ry.,,.,;: ♦ .k.' r '.'Q�'�v',, �',./.�^.rr, : ,K r S;F.:. ,.,.."J„r "�E"�hy��J"�,....<j;., ��+'3'lj.�a� 7X..,':1',ri L� ='sY - _ °5.:,�>tl','-£�rl��s, �r7.L.::>.7._0� *.u��:,-�i..Y4��..,��•, 'r'a _1'.w�,ra.:.ar�rxr a �f16Y-`y`�,, �" '4 E= 6 -i r J...,-r �rtT` 'fia' k�'xJz�s'��3: _ � J -; i t t x ,::..f,�4�.'Yr'r r��.�r-L..J��r� �'�i.,tfj.•(r7-�� d� -u Y.lt x ,� 't � - "•'t � �Ja. sd�3..�s .li ��t ft E `i.• ;x spp:.s` x l r,�'A.'".r.: � Y �:..t r � ;�.! t :i 5�' f�,�_iJ�:N�,nr�-� ,��r�,��,�, f,{ r � �� ,r��` . s�y;tl.5? v ;; '`y.: J- i -.:!r✓ 'f�i,��2 �J !__,.vr r. _. 'J< ; r` ,J :.: �t �,Y l.s.:}�:�r .���'s�Y's•�., ��'s�� ::r l s Yi, •.1�. ,�lair��. M t=. X47 t � s ✓/ fi 3:._ .f !•Jr'yb�a✓•fa %:rx 5 ar.i r��. Sd�• -°, 'tc �� ��" '✓ r a.r ' yrrrny, i r, r xC'r tJ }j r4�x '� gra� f, � ,�-yry��� �s f > ri � t��'f d� rr3-.. t6. `�: C/s.>✓a+ a „', t a y' yr ..r, �1Ste, s_,.ZAl P , :t r:✓F r / ✓� J r.L � i ..rrN t '4�T ni} YY rI s7r':ss w '?{: �1 1' ��( �.s i.f �5� :F' t �✓Sf � r� 1'. z �Yt�i tJY!� y,Y h"S 'at-Y.� -Y et i i.t Y {}? ♦t. C R-!...�y{{'�.� t ?:YC -''iii!' �.. S•t YS 4.., S?� .,Pl ��.. t'I fjS'{!, F ✓'� rf(�ty r�Y� �. +Y, i. t$�.5*`t.�#. 1.���:� -':s s's t r;-. � F�rJ ;�i_ r t �.i r y {,'f.• /, r.i:._ c,..i�y�. Fy,r 7tir r. - r-fi�'s•.y i �� s t T .`s' si'_�..,�; � ��_. nt._ rl.,'1 to ��'._ ,; a'Yt�i'::t / t '��/�.�,12 F.r'�:r / .A: t r. t �, �',rye)l ..1d� 1iE-''�� �fF b'.�'r�`l M� f.. r•/ '.�3' .` �/ J� ! :� f', ar/ i � �n1% ���-. i / ✓ ._t�Y s€ r':1� t�r�...,}3f�-k..: ¢a�} -r -a�f s ? r x5,r �y�( .:.f 5 i s Tr,�j ]: A�' ':: !!. �1. �/iT�.!fi ,Tg f:. �,.� � �t •�h j� A r' "r'i•t. r 2: .'f i,«t I'#4< l r�:. S�. I ?:(�ir'i <�'�"'.a rl = J° - {�=r t r i, - ���s r1'',t'' ./r,� �"��,G�L�3./ '^t"�rr �i 2✓S✓"'�v'., ,rT.,'��, i �. �/.s/ -"..1.3�a.:L�r�ri'+ �i }:. �..F.,: ,f'.�� "f�:r.� t rye`.'�.-.ff szl'4. x j.%$. � .�.•ten Axr?��. w ,,t ';.r, �S ':.�•"'-x:r•.�.�,+, �..t:/•-: 5fr.tr f� r ... t -a r -��7s�'>��..�i!�v s•=6` �r{re i s,r r :.r``:, f. :{.� .._, t,T�� � ks�sf�� t'.... T y, r,��lYr %'C, !�. :'�-',G'��. c... -•.c ;'r 3. j Gy- � ��,.�'k,":� � -.Y.;:;+',r Sat r-.o..a.S.��:./ .: r a ,,/ t: r.,r-.,�f s�vf..��r'.! i'.:,,,-s 5. i': - �.rY�1d r t:5 fi.. .,'i:t„ !-.7' y'x'f�11.r � a'a' �!r i t� 3..r r/� v7•'�' %b qi.�r �.1 ✓�,r,�.s-:,.i, f ;Ys,�i. y�.t ..��. /..a /.�t.r � _• '<z3a Jr _.,✓ [[..kY�,. :+...i. w '• .. �-, y✓h.� ��; Y ✓! Y / 3 t I:i �•: �� r i 't R �^ '.i.i �. I '},^,�St •("_ !� kF •.r'Y.:3/ 'S" _ �ff$`�,..J' rt r 4 Jra .i.' srr }.Si? �f 14-^,c ✓,'unw�4 �f 1 .,Fxr-f c r t, f. J.�1, _ .y � Y'/fi..f� !i f N',a`l..E.! !%W :Ir.•, �41� F ::t.!- -� r .,1 ?� :3I:. ;' �rc 9 iN �f� z -��'�' � `F�^ �-' S' .P•.,Y..-s n}rr v! -!.-.:✓ .}� s .r _s:!I'. 9.t!, 1J"§.. r..1Jta::.( ` ,•G .. y /7...'u F'Y s• "' x./* s '}"rt..a� ..3y�+!:�,:. r-?- Yt,E . .:YY1.rf :,jam}. s. ..r. Y'. -s5 �...�--r _• �'_�.__ ..__..-'.:��.rL..�:<t ._ r Imo. �3�. - 4'.-�'_� ���..._f..._ w • _ . / y �j WEST SIDE®GABLE SIDE 2 ELEVATION >.. `bs � ,1.�!;; r.� i f... • .; _r,a r� of-. Ali Y � �t � ���' �:..•r .l i., .�' .. 1 z�") `-�'£��¢ . ,.� „:7.5:� "5as �'s _ - S� °r-�sa tS':'i P�t. a"C'-x v�Ka '^�-5 bx• rfr °� SSY••`::;� F�4s oe `f' ,s-#,a �� cs f�a«� �;✓`°� _ '�4i, a' _ ..�t °^� - � -i _ _ .�` ',��`,t. � >�_`' �«e ,�w ' ;� ,�` °n'a __ �,,, ,.. r"�s,• '� =:,gin �' s _ �=1. � :ca ?ia^u ; «7 ,,ir', ;r'� �'�. `Y: ,ty° '�. i� .' �.�,.%�"� Y"d �.�,'§� •� "l ' ; :4^'" ': s.'e v ; c;3 ,x i•s ,sc.- d' ri y°9 . ' m ' - sg,,. ,rA + 'e `1¢_ T �, •,n 24 '• -. ., `cC a,F % "°n ,+": gr des, 4u -,.° l%..; �f ;`S•4 ;g,> •f;� 3" '1'�• �e»_� ,�' '`� �a: * ,5�-y' i'w� og „�• }.� '+`+"� euxl &:. ��'" 9-9 ♦ 'C `3^e � FP. �'M',t `cPs"e 4d"�, �. � ''" ,�.,� a' %sa� ,:e " «XF Rl #` u' ' Rh ll A xP '° �;� . 6 asf _ '" -0� ..1� � Z"'a ax 3*i,.: ���: �` "' ''�' '' �, `�- � _a �'f _� �� �_� ,x�a '�. �'` „a4^-F ,,iry,� .'+ e�; °e4�'• $�.z:- ,�Ynt An- �". ^F� a "fx'fii = , - ��` �' ,h, � �� ,s"' ��A ;v� �'u - :vs a`h:: 'm";: >a.°'�,,-. w`• r,�". - ,g d .. ,` "'✓' Y c c.. 19 Ll a. , .k� 1 '9 F' K'"ttR•1 c' P =, V EAST SIDE-GABLE 1 ELEVATION _,! S,c +t,T�r• L,, ,�!, ,,'`� .ja',�,I,:c b``"°`,.R _'�, ,-. -tea ti_ _ Av 1 t !.a ' F .n t �C `" t�„ r,1• i j r a; _ t. 't ''�•�. � .J t '�'. -t I, '# m°. na,. _ e4,e _ ii.^. s; :F' - 5.��,'i,'. ay:�a�, - `# .;r� y,� _ I '} -,c'!i - <? ,1'x`7�b^° - "' 'f: tea' •� .{'t��t� Eave 1 POLE LAYOUT Storage Use,1296 s¢R. IV 101/z• u' u'101/x• ® u u _- Diagonal. _ 37'11/2" r -- 3 101/x' 3'303/Y rr X4'1/4'- 4'1/4' -x'4'3/4' - ` rX,7D-- 5/8'OORWITH CROSSBUCKS 7 DUTCH DOOR WITH CROSSBUCKS 4 70UTCH DOOR Wff11 OIOSSBU—ig Z cDiagonal: - u m - 50'611/16" - a {7 11'8'x9'8• 56d.r 4X 7 DUTCH DOOR WITH CROSSBUCKS 12-1/2' 11'8' 4-13/4' 4'1/4• 3-101/2' 1 ~ �rm Eave 2 35'9' 2.4— 0eban RmaRx.T&axro Grta 6 Rxb n)uo4w xaa.®umm� Footing / Skirtboard Detail Overhang Detail I I I I I I I -- — �. ----_ G1aha Post GLLb#1 steel P—finq 1/4 In x 72 in x 125 I It mshdaaon I Structural Post imor Edge Attach Metal to Sldrtboard w/ 1-1/2"Screws I r t Tnhsses Attached m Camas Rat Guard/Base Angle Simpson H2.5A Ra Tie r - ; .+ 2x12#1 SYPAtta with Pressure Treated Sldrtboard a " .....-•-- i... �, - (5)40D N ls u w at Each .. ... 2x12#i SVP Attached wed i (5)401)Nails - ' I at Each fx. I Locabon ° } Hole Size:18"Diameter(Typ•) 12hh 48"Typ. I I Structural Post I 4 5 x 5 5 Laminated _ I _ C.1—3 Pty 15"x 4"Pre-Cast Concrete Footer 2 x 6 Post Cleat I Cleat attached 1 i with(4)16d I I Nails 1 I I I I - GABLEI LEFT PORCH SECTION ti •xi 2.5/12 PITCH CONSTRUCTION GRADE 2 X 10 RAFTER SYSTEM ROOF LAYER 1: HEEL HEIGHT: 9 7/16 IN. CHARCOAL G-RIB#1 STEEL PANEL ¢: RAFTER SPACING:48 IN.O.C. BRITE WHITE ROOF EDGE 10 FT 0 IN 22 1/2 in. wl 2 X 6 CEILING JOISTS ON THE END WALLS ONLY,HAS I OPEN CEILING I 1 I <. I PURLINS: I 2 X 4 CONSTRUCTION GRADE FASTENED LAYING FLAT I ;h, I 139 1/2 in. I I I I I EXTERIOR CARRIER: CONSTRUCTION GRADE 2 X 12 I INTERIOR CARRIER: I CONSTRUCTION GRADE 2 X 12 I WALL LAYER 1: I INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW GRAY G-RIB#1 STEEL PANEL THE TOP OF THE SKIRT BOARD 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH- 3500 P.S.I. UNDISTURBED SOIL OR COMPACTED SAND FILL 'ti' '�' ' -'-I BACKFILL 16 IN.HOLE WITH SAND/GRAVEL FILL& 1 J - •tir COMPACT f, ;y; ;- I PIER FOOTING:PRECAST 5000 P.S.I.15 IN.X WIDE 4 r ' IN.THICK CONCRETE PAD 48 in. •} �•, •; SOIL BEARING PRESSURE IS ASSUMED 1500 PSF RR. I 4 m. . . . . . . . . . . . . ...........•.•.•...•.....-.-.-•.I . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.i 15 in. 7" ,aN1.1p GABLE2 CROSS SECTION 4/12 PITCH TRUSS SYSTEM WITH A NON-STANDARD HEEL (HEEL HEIGHT: 0-6-3 OR 6 3/16 IN.) TRUSS SPACING:48 IN.O.C. ROOF LAYER 1:FOIL/SINGLE BUBBLE/POLY ROLL 1/4 TRUSS LOADING INFORMATION:TCLL/TCDL/BCLL/BCDL IN X 72 IN X 125 FT 25-5-0-5 ROOF LAYER 2:CHARCOAL G-RIB#1 STEEL PANEL BRTIE WHITE ROOF EDGE 10 FT 0 INTOTAL TRUSS LOADING=35 P.S.F. BRACE PER TRUSS MANUFACTURER'S RECOMMENDATIONS 34 in. PURLINS:2 X 4 CONSTRUCTION GRADE FASTENED LAYING FLAT T- 24 in. 168 in. 174 11/16 in. 24 in. 164 in CORNER POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5 <" INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5 SPACING 12 FT O.C. 24 in. EXTERIOR CARRIER:CONSTRUCTION GRADE 2 X 12 INTERIOR CARRIER:CONSTRUCTION GRADE 2 X 12 EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 6 / WALL LAYER 1:GRAY G-RIB#1 STEEL PANEL 24 in. EXTERIORSKIRT BOARD:TREATED 2 X 8 INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW SIDING BEGINS 3 IN.BELOW THE TOP OF SKIRT THE TOP OF THE SKIRT BOARD BOARD zz 3/4 m• 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH- ,�_ 3500 P.S.I. EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT UNDISTURBED SOIL OR COMPACTED SAND FILL BOARD . .rti I BACKFILL 16 IN.HOLE WITH SAND/GRAVEL FILL&. r. ti ti • . :I COMPACT .tip ,rti . PIER FOOTING:PRECAST 5000 P.S.I.15 IN.X WIDE 4 -I IN.THICK CONCRETE PAD : .;q .rti . :I 48 in. a I SOIL BEARING PRESSURE IS ASSUMED 1500 PSF { '. POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST STARTING 6 IN.ABOVE THE FOOTING 4in. I/ f 15 in ��� GABLEI CROSS SECTION I 4/12 PITCH TRUSS SYSTEM WITH A NON-STANDARD 1 HEEL (HEEL HEIGHT: 0-6-3 OR 6 3/16 IN.) TRUSS SPACING:48 IN.O.C. ROOF LAYER 1:FOIL/SINGLE BUBBLE/POLY-ROLL 1/4 I �� >s} TRUSS LOADING INFORMATION:TCLL/TCDL/BCLL/BCDL IN X 72 IN X 125 FT I =X 25-5-0-5 ROOF LAYER 2:CHARCOAL G RIB#1 STEEL PANEL I R TOTAL TRUSS LOADING=35 P.S.F. BRITE WHITE ROOF EDGE 10 FT 0 IN i ,2Y BRACE PER TRUSS MANUFACTURER'S RECOMMENDATIONS I 34 in. PURLINS:2 X4 CONSTRUCTION GRADE FASTENED T LAYING FLAT 24 in. 168 in. I 24 in. �* 164 in. 161 13/16 in. t CORNER POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5 24 in INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5 i X 5.5 SPACING 12 FT O.C. EXTERIOR CARRIER:CONSTRUCTION GRADE 2 X 12 I INTERIOR CARRIER:CONSTRUCTION GRADE 2 X 12 24 in. EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 6 WALL LAYER 1:GRAY G-RIB#1 STEEL PANEL I INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW a EXTERIOR SKIRT BOARD:TREATED 2 X 8 22 3/4 in. THE TOP OF THE SKIRT BOARD W T 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH- SIDING BEGINS 3 IN.BELOW THE TOP OF SKIRT NV I III3500 P.S.I. UNDISTURBED SOIL OR COMPACTED SAND FILL BOARD BACKFILL 16 IN.HOLE WITH SAND/GRAVEL FILL& EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT .'1. . . . . . . COMPACT BOARDI;•;-;•;-;-;•; ; ; ; ; ; ;ti #;ti 1 PIER FOOTING:PRECAST 5000 P.S.I.15 IN.XWIDE 4 • •I• •'•'•'•'•'•'• • •ti .{ a IN.THICK CONCRETE PAD 48 in. � � : . . . . . . . . . . . . . . 1; ; ; ; ; ; ; ; ; ; ; ; { . . . . . . . .•. . . . . . . I SOIL BEARING PRESSURE IS ASSUMED 1500 PSF I. . . . . . . . . . ... .. . . . . . . . . -a 4 in. ' ' ' ' ' ' ' ' ' ' . ' ;'.' ;' 1 POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST I 7 STARTING 6 IN.ABOVE THE FOOTING 15 in. °� 10 Truss Block Detail Truss 4'O/C Structural Truss Carrier 2x12 SYP#1 or 117/8 LVL NOTE:16D nails nailed through the Eave View truss carrier into the truss block 40 D Ring 16 D Nail Shank Nail Overhead Structural 2 X 6(7YP.) View Post Truss Block Truss 4'O/C NO- 11 2x12 Nailing Pattern Nailing Pattern Truss Carrier 2x12 SYP#1 or 117/8 LVL I Truss Carrier Use 40D Gal Pole Barn Nails 2 x 12 Rol (700LBS)Sheer Strength per SYP#1 or 117/8 LVL Nail which is equivelent to 7000lbs of shear strength. Wall Girt 2x 4 - -- - - - , Construction Grade a _ �fi - IMMAM .MI- . -g= x1 `#'`-�"'""_ " a �� -a `,' "• n"9s *3; i Wall Girt 2 x 4 - .-- - - -�^�- Construction Grade AL _vr�=-- - r 7ua- sr - :,�.—_- .sr -sem d. r•- -�aa- Skirt Board 2x8 Construction Grade 115, 10111, Skirt Board - -" 2x8 Construction Grade NOTE: Nailing pattern for 2x4 wall girts is the same as nailing patter for 2x4 purlins 12 UpeVo E 10 I I t I ®tiI 4/12 Pitch 00itac men IT l ► I I I Pre-Engineered Roof I - Truss I I 1 Roof Purlin 1 Steel Roofing 2X10 Rafter Bond i Transition Plate Trim Rafter 2.5/12 Pitch is Trusses Attached to Carriers w/ Simpson H2.5A Rafter Tie(or st Ha ger rug Truss Caner ]ChannelN a Truss carnet SYP til or LVL � r ' t Structural Post - NOTE: Actual rafter and sizes tamer smay vary slightly,but the same framing method vnll be used. y - � I 13 I I I I I I I I I I I On Porch Overhang Detail I I I I I 2.5/12 Pitch 1 Graber Post GRib#1 I Sigel Roofing l I I �^r 2 X 10 Rafter t Roof Edge Trusses Attached to Carrier w/ Simpson H2SA Rafter Tie(or equiv.) I 1 I comer I I I I grip Cap Mid Angle Omer i I I I I I - I NOTE: Actual rafter and truss carrier sms may vary slightly,but the same framing method will be I used. I I - I I I I I I I I I I I � - I - I 14 NORTH SIDE-E"E SIDE 2 TRUSS AND PURLIN LAYOUT ------------- ------------ ----- ------ -------------- ------------- ------------- ------------ ------- ---------- ------ --- 20' "`'�'aCia.�'r'.� 'azo _ 16' s.,.�' '70•"".,u,� *a#`x3 �Y � 26' 20' tV 20 16' lV �9 16'_ e. •` ". _ 20' fV 20' aim _ -7.•..,w,. 16' •,&;.5:,,, :•.,+yv�_ fV i0 tV 16' 20 (V 16' PURLIN Construction Grade 2 x 4 16 zo' tV Bottom Edge of Purlm is 1/2"In from Tad of Truss �T 15 SOUTH SIDE-EAVE SIDE i TRUSS AND PURLIN LAYOUT - ----- - - --- - ---- ----- ----- ----------- ------------- -------------31------------- ------------- --- -------- =s zV ffi IC 16 :F is ri�Tx-x m 2(7IC iP IT 4a ]s ZP Ip IC IV 30 Is % Is 20 PURUN Caa5bucdm ode Gde - 2x4 Bomom Edge of TaIs il of N frommm Tad of Tn1a 16 SOUTH SIDE-EAVE SIDE 1 PORCH/LEAN TO WALL GIRT VIEW Truss Carrier (2)2x 12 #1 srP K 12' iV r\ m / 16' 16' 16' 16' � V 36' Concrete Coble 4X56 17 NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW Truss Carrier (3)2 x 12 2 x 6 Bracing Between Posts Attach Brace to #1 SYP Girts&Posts w/(2)16D GaIv.Nails @ Each Location TYP IM Im IM 2 X, ZA y"„ ISCW tV Wall Girt Construction Grade J s 116 in. lin 16' Siding Begin Point Slurt Board 2 x 8 28, 18, IV Ir 1. is, Treated reated 31Y Concrete Cookie 4X15 18 SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW Truss Carrier (4)2 x 12 2 x 6 Bracing Between Posts Attach Brace to #1 SVP Girts&Posts w/(2)16D Gatv.Nails @ Each Location IM Im Im TYP IV O KI 22 Z IV Mw'-; IQ Is- fV L 16' is, la Wall Girt 2 x 6 la 1a 10' 4 s ODnstrucbon Grade wy ell, sl iv la la 3' ass 10, 16' 10, Siding Begin Point Sldrt Board 2x8 is, is, 28, 18, IV is, is, Treated 39 Concrete CDOlae 4X 15 19 WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW 2 x 6 Bracing Between Posts Attach Brace to Girts&Posts w/(2)16D Gale.Nails @ Eadl Locabon Typ A fV IV 16' _2t. iv lV 64 m. Siding Begin Point t Slart Board 2x8 2W 24? Treated 1 36' 0, Concrete Cooloe 4X15 20 2 x 6 Bracing Between Posts Attach Brace to tarts&Posts w/(2),16D Gadv.Nails @ Each ;N Location TYP io 6' _111m fV is IWV IV 16 i. 16' 164 in 16' Siding Begin Point Start Board A2112V 2x8 Treated 10, 36' Concrete Coolde 4X15 EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW 21 GABLE DETAIL ENTRY DOOR No OVERHANG FRAME-0uT DETAIL 4x4 Treated Door Post Color-Matched Structural Post 2x4 Girt(Typ.) —Roofing Screw , ns 2x4 Spacer Blocks ' Roof Pudin ' i Outside Comer/ Gable Tnm -- Truss Top Chord Gable End Truss "."Y- ' Truss Web ' Structural - - -.,;^ 4x6 Treated Door Post � -c Y•; - Siding R.O. , i , WINDOW Treated Skirtboard 2x4 spacer stocks FRAME-OUT DETAIL Structural Post ' �- zxa circ R.O.------- , 2x4 Window Framing GABLE�D�ETAIL Structural Post WI OVERHANG n ' `ScrewColor-Matdred Roofing \ Screw R.0. Outside Comer/ V 1 Gable Tnm Root Purim Fascia Board Truss Top Chord Soffit 2x4 Framing R\ 2x4 Blocking @ 4'o/c `-Overhang Trim(F&7) Fascia Trim Treated Siartboard Gable End Truss .�- ' Truss Web Siding rte_� �-��_,�-�•��.�-_�---_-_` - - - - -- `�`-�---_-_—`—.ate - 22 GABLE END EAVE SIDE SLIDING DOOR SLIDING DOOR SLIDING DOOR AMB DETAIL TRACK DETAIL TRACK DETAIL Slider Door Rough Opening -� Post Siding � � Siding <. Wall Girt Tnr55 Bottom Chord Track Cover - Track Cover- .�,'. ' 2x4 Door Casing - 2x4 Filler Cryp.) �r Trolley 2x12 Truss Comer Cryp) _ Trolley eC` 2x8 Track Board 2x8 Track Board ' SidingSiding 2°- Track "• Track ]-Channel 2"Door Overlap Door Gir[ Siding Vertical Quids Frame 1-1/2"x 7-12"Angle 1-12"x 7-12"Angle 1 Jamb Tnm 2x6 To Lateral J , S'ding p J Sang Top 2x6 TO Lateral Top Lateral Lock Nut Top Lateral Lock Nut SLIDING DOOR SPLIT SLIDING DOOR ETAILS MAILS AILS Trolley ,,���.' 'e -�.ss'o. Structural Post wn Typ Typ ,_ 2x4 Film(Typ•) Track i_5• _ a""'�'q�.�c � ^.. 2x6 Track Board Siding Verbal Quick Frame ! •�' `� -- - '� ,•s1 k'`t] Track Cover - Track Cover � � --a- _ ]-Channel Track Board Cover �" Tek a- = or Handle '& � - 2x8' ck Board .) 2x4 Door Casing Verbal - r . - s - b "_• �, f• y _ T I ; H Fame 2x4 Filler(Typ) Siding Door Opening Bottom Rad Bottom Rail . �]-Ctrannel Siding ]ambTrun ��NCW 23 i F h'C jl II Alpine, an ITW Company 2820 N.Great Southwest Parkway Grand Prairie,TX 75050 @I ALPINE www.alpineltw.com f M r!'W COMPAW I ISI Site Information: Customer., Graber Post Buildings,Inc Job Number: 1800074 I� JobDescription: NANCY SZCZOTKA 36 DIY POLE 1I Address: City,State,Zip: Peconic,NY 11958 G Job Engineering Criteria: Design Code: IBC 2015 View Version: 17.02.01.1115.21 JRef#: 1W7121930002 Wind Standard: ASCE 7-10 Wind Speed(mph): 115 Roof Load(psf): 25.00-5.00-0.00- Floor Load(pso: None 5.00 This package contains a job notes page, 2 truss drawings and 0 details. iI Item ISeal# ITruss Item Seal# Truss y 1 010.18.1354 48913 DIY 35 2 010.18.1356.18573 DIY 36G II N i �I i{ I i O F AI'vW i llIkrp r ' 01/10/2018 I� St IVV� s I� I,I ` I I� i Printed 1/10/2018 1.56.2 PM 4 r� I it i Job Number: 1800074 Ply 1 SEAN:239701 /T28 COMN Cust.R2193 JRef. 1 W712193 002 NANCY SZCZOTKA 36 DIY POLE Qty: 8 FROM:WS DrwNo: 010 18.1354 48913 Truss Label: DIY 36 / GO 01/10/201 I" 6'6"4 "2 + 18' + 23'8"14 29'5"12 36' _ 6'B"4 58"14 5'8"14 5'8"14 68"14 6'6"4 i =6X6 D 12 4 D C6 \4E % M � -N 2 5X4 / �2.5X4 � co B (a) (a) F ' A y =4X10( 1) =4X6 =6X8= 4X6 =4X ( 1) I 36' I 9'4"11 87"5 97"5 9'411 94"11 18' 267"5 36' Loading Criteria(psQ Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL• 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct.1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL• 5.00 Speed:115 mph PP 19.3 Ce-1.0 VERT(LL)• 0 426 1 999 240 A 2539 1501 /1119/- /153 /85 BCLL: 0.00 Enclosure:Part.Enc. Lu. - Cs:not used VERT(TL): 0.775 1 713 240 G 2539 /501 /1119/- /- /85 ,y BCDL• 5.00 Risk Category,11 Snow Duration:1.15 HORZ(LL): 0.150 H - - Wind reactions based on MWFRSI Des Ld: 35.00 EXP'B HORZ(TL)•0 212 H - - A Min Brg Width Req= 1.8 d` NCBCLL:0.00 Mean Height.15.51 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.8 "I TCDL:3 0 psf Bldg Code: I8C 2015 Max TC CSI. 0.774 Bearings A&G are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Based on Fcperp=805 psi Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.962 Spacing,48.0" C&C Dist a.3.60 ft Rep Factors Used:No Max Web CSI:0.503 Members not listed have forces less than 3 # Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, mp GCpi:0.55 Plate Type(s). i� Wind Duration:1.33 WAVE VIEW Ver:17.02 01A.1115.21 A-B 2970-6172 D-E 2108 4059 Lumber B-C 2703-5592 E-F 2703 592 C-D 2108-4059 F-G 2970 172 Top chord 2x6 SP#1 Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP 92 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens, G'mp Bracing A-J 5725-2662 I-H 4851 P 153 (a)Continuous lateral restraint,equally spaced on J-1 4851 -2152 H-G 5725 661 member Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. , mp to laterally brace chords as follows, B-J 521 -645 I-E 777 1372 Chord Spacing(in oc) Start(ft) End(ft) J-C 655 -242 E-H 655 242 TC 24 0.00 36.00 C-1 777-1372 H-F 521 645 BC 88 0.15 35.85 Apply purlins to any chords above or below fillers D-1 1786 -792 at 24"OC unless shown otherwise above. Loading OF NEW Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. S 0-3 r o: r �5V 01/102018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI � "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire ext me care in fabs tln andlin ,shi ping,installing and bracing. Refer to and follow the Iatest edition of BCSI(Building ' bomponen Safety nfoanation,ti TPI an S CA)fors ety practices prior to performing these functions Installers shall pro de tempora raci�tg�er BCSl.Unless noted o herwise op chord shall have proXedgy attached structural sheatlim and bottomrr�44hord shall leve a pro�e�r y attac a rigid ceUing. Locations shown for brmanent lateral restr mt Of webs shall have bracing ns alled per BGSI sections 3,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Jomf Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z far standard plate positions. Alpine,a division of ITW Build,, CComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANStIITPI 1,orfor haDdling shipping,installation and bracing of trussesq$eal on this drawing or cover pa a 2820 N Great Southwest Parkwa listing this drawing indicates acceptance of professionaf engineering responsibility solely for tthe design shown. The suitability Grand Praine,TX 75050 and use of this yawing for any structure is the responsibility of the building Designer per`ANSIITPI 1 ec.2. For more mformallon see this toWs rieneral notes page and these web sites:ALPINE www el ineaw com•TPI*www t inst arg,SSCA www sbcindustry com ICC,www icessfe or II �I I N� I' I I F Job Number: 1800074 Ply: 1 SEAN:239704 /T29 COMN Cust:R2193 JRef. 1W71219lb002 NANCY SZCZOTKA 36 DIY POLE Qty: 2 FROM:WS DrwNo• 010 18.1356.18573 Truss Label: DIY 36G / GO 01/10/2018' I 6'8"6 12'4"3 18' 23'7"13 290 36' 6'8"6 5'7"13 5'7"13 5'7"13 5'7"13 6'8"6 =6X6 D 12 _4X8 4X8 4 =3X8 C =3X8 E =3X8 m 8 =3X8 F A =3X10 =3X10 G y =4X10( 1) J I H =-4X 0( ) H0510 4 36' 9'4"11 8'7"5 8'7"5 9'4"11 9'4"11 + 18' 267"5 i^ 36' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1 1 CAT*II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:115 mph Pf:19.3 Ce,1.0 VERT(LL): 0.405 1 999 240 A 2539 /501 /1119/- /153 /85 ! BCLL: 0.00 Enclosure:Part Enc. Lu: - Cs:not used VERT(TL): 0.737 1 750 240 G 2539 1501 /1119/- /- /85 Risk Category.11 BCDL: 5 00 Snow Duration:1.15 HORZ(LL)• 0.152 H - - Wind reactions based on MWFRS Des Ld: 35.00 EXP'B HORZ(TL):0 215 H - - A Min Brg Width Req= 1.8 Mean Height 15.51 It G Min Brg Width Req= 1.8 j NCBCLL:0.00 TC[5L:3.0 sf Code/Misc Criteria Creep Factor:2.0 P Soffit: 2.00 Bldg Code: ]Be 2015 Max TC CSI: 0 771 Bearings A&G are a rigid surface. BCDL:3.0 psf Based on Fcperp=805 psi Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std.2014 Max Be CSI: 0.997 Spacing:48.0" C&C Dist a•3.60 ft Rep Factors Used:No Max Web CSI:0.950 Members not listed have forces less than 37 # P 9� Maximum Top Chord Forces Per Ply(Ibs)� Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens mp GI 0.55 PlateType(s): �iL Wind Duration•1.33 WAVE,HS VIEW Ver:17.02.01A.1115.21 A-B 2959-6159 D-E 1442 6799 Lumber Horizontal gable webs are spaced 30 0"o c max B-C 2561 -5372 E-F 2561 I b372 C-D 1442-2799 F-G 2959 159 Top chord 2x6 SP#1 Lateral restraint(designed by others)perpendicular Bot chord 2x4 SP 2400f-2.0E to the plane of the member is required at each end Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#2 of the gable horizontal studs and at 24"o.c,intervals. Chords Tens.Comp. Chords Tens, C mp Plating Notes This restraint is a result of wind applied to the wide face of the member Refer to BCSI for proper A-J 5712-2650 I-H 4980 245 All plates are 4X6 except as noted. required lateral restraint. J-1 4980-2244 H-G 5712 1 649 Handling stresses not considered for plates.Handling of this truss requires special care b truss -Transfer of diaphragm loads by q P Y Maximum Web Forces Per Ply(lbs) manufacturer and installation contractor to prevent building designer."' Webs Tens Comp. Webs Tens mp plate damage. End Wall shall be braced to prevent hinge effect.(designed by others) B-J 423 -504 I-E 377 !' 814 Purlins Refer to appropriate gable web bracing J-13 589 -197 E-H 589 197 In lieu of structural panels or rigid ceiling use purlins webs and uplift reactions.detail for bracing gable horizontal C-1 377 -814 H-F 423504 to laterally brace chords as follows, D-I 1012 -383 Chord Spacing(in oc) Start(ff) ErI TC 24 0.00 36.00 Be 89 0.15 35.85 Maximum Gable Forces Per Ply(lbs) Apply pudins to any chords above or below fillers p N Gables Tens.Comp. Gables Tens ,('Imp at 24' OC unless shown otherwise above. 0.� C-0 853-1655 O-E 853 L1655 Loading4 ,)- Truss designed for unbalanced snow loads. / Wind r i Wind loads based on MWFRS with additional C&C member design. �` I 01/102018 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI I. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses reg4ire extreme care in fabricating,%eapdlin shi ping,installing and bracing.,Refer to and follow the latest edition of PCSI(Building )� omponent Safety nformation,byy TPI an SCA)fors fpety practices prior to performing these functions Installers shall provide terhporarY braciFg per BCS( Unless noted otherwise,top chord sf}a�l have proTedy attached structural sheathin�and bottom chant shall have a pro�erly u attacheC rigid ceiling. Locations shown for permanent aterel restr int of webs shall have bracing ins alled per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to 4 drawings 160A-Z for standard plate positions. A LPI E AIpine,a division of ITW Buildiin�LComponents Group Inc.shall not be responsible for any deviation from this drewing,any failure to build the tn�ss in conformance with ANSIITPI 1,or far handlin shipping,installation and bracing off trussesA seal on this drawing or cover pa a 2820 N Great Southwest Padcwa Ilst ng this drawin ,Indicates acce tante of ro�sslonaT engineerin responslbilitv solely for the design shown. The suitability Grand Prairie,TX 15050 an� uae of this �rawing for any s�ructure ishe responsibility of the�uilding Desigrfer per ANS ITPI 7 Sec.2. For more Information see this ob's general notes Pam and these web sites,ALPINE.wwmal ineitw corn:TPI,www t inst.o •SBCA wvnv sbcindust tomo ICC,www iccsafe.o �I C� t i ' SURVEY OF PROPE:_ J SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-69-04-13 Q SCALE 1"=50' � �a '� d� �� �,� JANUARY 23, 2015 `Z5 y 0 APRIL 21 2015 REVISED PROPOSED HOUSE �+� �► 0 JNT+�"� ,0'��'�0�� AUGUST 8, 20115 FOUNDATION LOCATION MARCH 1, 2016 FINAL SURVEY APRIL 9, 2016 CORRECT SEPTIC SYS. TIE DIST. AREA = 61,540 sq. ft. O Tr�O ,, �,..• �� CERTIFIED T0: 1.413 aa. O NANCY SZCZOTKA ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS \ F FIDELITYTITLE No.F1 5 NAL-7404 INSURANCE 204679- COMPANY SUFF \�ri a -Pj SEPTIC SYSTEM TIE DISTANCES COVER HOUSE CORNER"r HOUSE CORNER'b' SEPTIC TANK 18' 28.5' OUTLET COVER Ira �j} �c a� � �� '�j CESSPOOL 32 36' `/ / ?� �p � G6 ��O 7� COVER tom,, �0 �0�0 0 O oma' ' , O� VO O� ti PSTAND REPARED IN THHE M�IONNU�Mo FOR IiTA TITLE 1AFT ,Y}pZY y . r 1 1. S Lk. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7206 OF TME NEW YORK STATE EDUCATION LAW. Nathan `a orwin III COPIES OF THIS SURVEY MAP NOT BEARING THE °S" LL NOT SEAL OR SI Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TD THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEWUF To THE HE:REo�rE COP GOVERNMENTAL NG INSTrTLmON LISTEDN WIG Surveys — Subdivisions — Site Plans — Construction Layout AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION•CERTIFICATIONS ARE NOT TRQaFERABtE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947