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HomeMy WebLinkAbout36844-Z 4 Town of Southold Annex 4/7/2014 P.O.Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36849 Date: 4/7/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Pvt Rd Off E End Rd, Fishers Island, SCTM#: 473889 Sec/Block/Lot: 8.-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otTiced dated 11/9/2011 pursuant to which Building Permit No. 36844 dated 11/30/2011 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: one family dwelling with covered porch screened porch covered entry, patio second floor balcony and enclosed outdoor shower as applied for. The certificate is issued to Hoey, Robert&Margaret (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0043 2/6/14 ELECTRICAL CERTIFICATE NO. 36844 3/19/14 PLUMBERS CERTIFICATION DATED 11/20/13 Glen Gello Ant Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE m® S 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#: 36844 Date: 11/30/2011 Permission is hereby granted to: Hoey, Robert & Margaret 123 W Gerald Dr Manchester, CT 06040 To: Construction of a New Single Family Dwelling; Living Rm, Dining Rm, Kitchen, Pantry, Laundry, Mud Rm, Foyer, Family Rm, Office, Halls, 4 Bedrooms, 4 Baths, 1/2 Bath, Screen Porch, Deck, Balcony, Enclosed Outdoor Shower, Unfinished Basement, as applied for. At premises located at: Treasure Pond Rd,Pvt Rd Off E End Rd,Fishers Is. SCTM # 473889 Sec/Block/Lot# 8.-2-4 Pursuant to application dated 11/9/2011 and approved by the Building Inspector. To expire on 5/31/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,399.60 Total: $3,449.60 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: 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. L New Construction: Old or Pre-existing Building: (check one) Location of Property: Tl/'-eA.9u rr- -Poj gI I'yrf IX eno"-ta 15(epr�- is.} House No. Street Hamlet - �IS� Owner or Owners of Property: �6 �p 0-,,JL 1' tom✓ ✓-Q/ o e- Suffolk County Tax Map No 1000, Section p Block Lot Subdivision p Filed Map. Lot: � Permit No. d Date of Permit. ( Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ `fit 0 v 11., 11 1P 4'D Applicant Signature "�'oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.riche rtC/,town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hoey Address: Treasure Pond Rd City: Fishers Island St: NY Zip: 6390 Building Permit#: 36844 Section: 8 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc License No: 4798-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 87 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 17 Smoke Detectors 7 Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 67 CO Detectors 4 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesM87 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 2-20 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 2-200a disconnects, 7-exhaust fans, 2-ovens, 5-GFCI circuit breakers,22-ARC fault circuit breakers Notes: Inspector Signature: -� Date: March 19 2014 81-Cert Electrical Compliance Form.xls TEL. 765-1802 ' �FFOLI� o S �OGy TOWN OF SOUTHOLD �c OFFICE OF BUILDING INSPECTOR P.O. BOX 728 u' TOWN HALL I � _ r SOUTHOLD, N.Y.. 11971 — �l MY 2 5 20xi C E R T I F I C A T I O N - -- ' Date Building lP_ermit, No. 3(o 3b b I h{- Owner 1�0'J .SLY Mdir' eYl!.I (1p-lease/ print) r! Plumber �I-t h 171 I I (please print) I, I certify that the solder used in the water supply system contains less than 2/10 of 18 .lead. (plumber ' s signature) Sworn to before me this _Qj_day of )JdLy/jhW e' N tart' ,Public Votary - Public, &;Fb441_ County KARLA S.HEATH NOTARY PUBLIC,STATE OF NEW YORK NO.01 HE6222563 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 4 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined I I '20 / Storm-Water Assessment Form I Contact: Approved ` �J ,20 Mail to: Phone: Expiration_s —3 L,20__L3 DE C E � V E Building Inspector NOV - 7 2011 D LICATION FOR BUILDING PERMIT Date ti— 7 , 201[_ INSTRUCTIONS BLDG.DEPT, TO N OE.SOU letely 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. L 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, housin , egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applican or name,if a corporation) 5707 �(G/n d acl `/,(Majligg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t J o lr /�aNG10.n t O C.t (As on the tax roll or latest dee 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 gtt which prop ed wgrk will be done: frastUre > liryc�xz �cd I� House Number Street p Hamlet County Tax Map No. 1000 Section /I Block o2 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 v0. C� I b. Intended use and occupancy a �Q _ cl�p n/a6ii cit'i 3. Nature of work(check which applicable):New Building_ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost afo goo Fee (Description) (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 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Zo } Rear l ± Depth Height Number of Stories 2 . 9. Size of lot: Front I �� L 3 Rear 3 110Depth 3 92� n '^ 10. Date of Purchase 9 10 Name of Former Owner l 15 vra / s J F, ico.x 3an.� � o}clnlGrss 11. Zone or use district in which premises are situated Q.- Ito 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO u 13. Will lot be re-graded?YES )6 NO Will excess fill be removed fromppremises? YES_NO jC �J61 No f23Wes,+ Cetr-cld Dr�O to040 14.Names of Owner of premises dress Mawr�p�i cam/ '� -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__?C-_ * 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? * YESNO_* p�per) * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF II` 4r'r CA rA C- m00r-t being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, si (S)He is the l (C1�` (Con ctor,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. Swefore me this , q4 day of 1VOVE'NaC C 20 /l �� Notary Public Signature of Applicant MARGARET C. RUTKOWSla Notary Public, State of New York No. 4982528 Qualified in Suffolk County Commission Expires June 3,a Sys � k Town of Southold Eroslon, Sedimentatlon & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.c.T.M.a: THE POLLOWINO ACTION$MAY R6gVIRE THE SUBMISSION OFA L STOR -WATER ORAOI O D N DistrictBeWion Black- Lot CERTIP ED DY A DESIO RO $ -- --------------------- ---------------- ---- ------- -- (lgm Number: (NOTE: A Check Mark(,jr)for each Question Is Required for a Complete Application) Yee No ` WIII this Project Retain All Stofm-Wa(er Run-Off Generated by a Two(2")Inch Rainfall on Site? �( ❑ (This Item will Include all run-off created by site clearing and/or constriction activities as well as all Site Improvements and the permanent creation of Impervious surfaces.) Z Does the Site Plan and/or Survey Show All Proposed Drainage Strictures Indicating Size&Location? This Ilam shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl $ Will lhis.Ptojecl Require any Land Filling,Grading or Excavation where there la a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Q. WIII this Application Require Land Disturbing Activities Encompassing an Area In Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Ske? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')(ee(of s Welland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ ✓ Into and/or In the direction of a Town righ(oI-way? h $ Will(his Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Rlgh(-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation wi(hin the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prlorlo Issuance of Any Building Pennitl ------------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards(or classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan Is NOT Required! /. ____________________________________________________ S 'ATE Or NEW PORK, r /` L ,QCO/I UNTR til?'..�Mll.".L.... ....................SS That. t, ....:.f.(t.4C?'k.C„t.a...C.. O.CTY` ...................... beuig duly sworn,deposes and says that he/she is die applicant for Peonjt, (Name of,ndividuat signing Document) And that he/she rs Use _._....... .. ...... ... .......... (Owns oN,edot,Agent,corporate Officer,etc.! Owner and/or representative of die Owner of Oxmtei's,and is duly authorized to perform or have performed the said work and to make a,td file dus application; that all statements contained in this application are tme to the best of Ns lutowledge and belief;and that the work mll be performed in die manner set forth in die application filed herewith. Sworn to before Ire diis; 1..� ................ day af... _.IVO VEM!_36t?-.. ,2�001f Notary Public: ... P./„L wcs.�/Lda�s/ MARGARET C. RUTKOWSKI (signature of Applicant FORM - 06/07 No. 4982528 Qualffied in Suffolk County Commission Expires June 3, all S q soUryo �o Town Hall Annex � Telephone(631)765-1802 54375 Main Road -95 P.O.Box 1179 roger.rlchert(CmaOxWn.SOUS OQd .nv.us Southold,NY 11971-0959 '� • �� 0UR 11,E BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _11-k DrnAL 1c; T . SV�j k I Date: 3 Company Name: ^t-� S —j— Name: License No.: Address: CD 60 1 IVY 00,10 Phone No.: JOBSITE INFORMATION: (*Indicates required, information) *Name: P�� 3 mP n ►—�InP i *Address: Ikea t',c �w� rD Rn 74r+1 *Cross Street: *Phone No.: 1 (�?� Permit No.: 8 L4 L4 Tax Map District: 1000 Section: Block: oZ Lot: L� *BRIEF DESCRIPTION OF WORK (Please Print Clearly) IIIJi?,c 1 hD S (Please Circle All That Apply) *Is job ready for inspection: YES /00 Rough In Final *Do you need a Temp Certificate: (YD/ NO Temp Information (If needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Under round Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 � S 82-Request for Inspection Form �I P f Nay I �-� Paul D. Burke • Architect A.I.A. N.C.A.R.B. $CxjN NOV 16 D jl+(a,1p,� /J}W 6�%I t,�`✓ 2p11 Sloz0 BBDO DEPT. TOWN Of Soil iHOt0 , lel�r' l r9 7 P YA Y ror, Ater -a(*titj6r 7wt-r rg,*AW1oc7t7. Fni. 77,09 LAY $�5uxaex- 7' 4+" 49 UP r-- 15,6r* Yk) Amo Tdfv 'WU7 6-L,,V ftIL.G211-J4 J f'hlZ7'M�1\IT' 40xWPLm 77415 g- +w 51�� IT l Y6u U5X f1� �L � . Cir ZF ham( R4qvm b OLP ED AISC, 'ONV ID aT c� 035035 Q� '9T O FOF NEw� 311 Vaucluse Ave Middletown, Rhode Island 401 -849-4696 Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax: (631)788-5600 March 22, 2012 Mr. Gary Fish Town of Southold, Building Department P. O. Box 1179 Southold,NY 11971-0959 Concerning: Permit 4BP36844 Dear Mr. Fish, Please find enclosed the foundation location survey for the new Robert Hoey house project on Fishers Island. Sincerely, 911DQ u Ll Thomas J. Shillo L --- .t PATRICIA C. MOORE LI j Attomey at Law 51020 Main Road i FEB 2 5 204 J Southold, New York 11971 I Tel: (631) 765-4330 1 Fax: (631) 765-4643 � -. - D www.mooreattys.com email: ncmoorena mooreattvs.com February 20, 2014 Town of Southold Building Department hand delivered RE: HOEY PROJECT; FISHERS ISLAND PERMIT # 37914 Dear Connie: With reference to the above, enclosed please find an original health department stamped survey. Please make part of your file. I understand the final inspection for the C.O. is schedule for next Wednesday (2/26) Thank you and please do not hesitate to call should you have any questions. Very ly yours, Ptrtcta00 By Betsy Pe i , LA by encls. Of SO�lyolo Town Hall Annex yy yy Telephone(631)765-1802 54375 Main Road T T Fax(631)765-9502 P.O. Box 1179 CA -14- Southold,NY 11971-0959 �y00UNI1 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 7, 2014 Z & S Contracting Box 202 Fishers Island, NY 06390 Re: Hoey, Fishers Island TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) _0,11lectrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/7184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37914 - New Dwelling 8. P. # 36 94� BUILDING PERMIT EXAMINER CHECKLIST {Date Submitted: ^f 6- Date Reviewed: ( I p Applicant: f �1, � ""� Q R- Owner: A& "IW n y ArchitectlEvginrer. �" ` ` �"�� Estimated Cost: SCTM# 1000 - Y - - 'a_ Subdivision: Zone: n-/a'0 Conforming? O Property Address: TJl- 2- f 4 tb , riog;� i., City: � � Pre COs? owdNF Building Permits (Open/Expired): BP -z/00Z_ — ,Info: BP -Z/Go Z- Info: BP -Z/GO Z- , Info: BP -z/GO Z- .Info: BP -Z/GO Z_ Info: Single& Separate Search Required? Y or N Determination: STOP,MW4,TC-R_RtIN4,R- REQ. Lot Size: /'1 K. ACT. Lot Size:(;,` :0 9 gK`'T_10V REQ. Lot Coy.ao% ACT. roti coy. REQ. Front 60 ACT. Front OK R18Q Side �10 ACT. Side 01-k REQ. Rear 7S PROP. Rear aI REQ. Height. 35, ACT. Height 0Rest, SoTH SIDES `I�s A CT o>� Project Descript on:�aN Mt'k 6o Bates Waterfron , Y o 0 a� If yes, water body: Panel# — Flood Zone: Bulkhead/Bluff Distadee: ADDITIONAL APPROVALS REO,UIRED PLgNS(if) SIGNED, SEiILEb 2KSURVey OR SIM PLAN_�f Suffolk County Health- or N - If yes, *Bed#: 6 *Date: Town Septic: Y•N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRF-DEC vans Y orp- Date: _!_/_ Permit #: or NJ Letter— Notes: Southold Trustees: Y or&Q Date: / / Permit #: or NJ Letter— Notes: Southold ZBA: Y o6N Date: _/_/ Permit#: —Notes: Southold Planning: Y org- Date: -/_/_ Permit #: — Notes: Town Landmark C of A: Y o&TE: /_/_ *NYS CODE Vompliance(page 2): Y or N CONTK&CTog QCtNSE — DISABILITY —LIABILITY WPIQICMEN CoMPENS.}T/O.V� I .Notes: ziga Fee Structure: Calculation: q Foundation: SS$ SF 7 9 9 I X $ . 40 =$319 7 , 60 First Floor: 3 9 0 SF + Initial Fee: $ 0 , 00 Second Floor: Aj. 0 1 SF + Additional Fee ( : $ Other: SF SF X $ , =$ Total: SF +Initial Fee: $ + Additional Fee ( : $ C OF o FF F_ 50 , 00 AS BUILT FEE —0 TOTAL: $ 331160 NEW YORK STATE CODE COMPLIANCE CHECKLIST CL,UvIATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20_ Wind Speed:. 120MPH_ Selsmlc Design Category:B Weathering: Severe Frost Depth: 36"_Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N READERS: YIN WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YM ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS:®/N (RESCRECK) d-0I0 3 � ~ TOTAL COMPLIENCE? 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CENIESSE (BLOCK M - Loi fDA) �ih $�• \•� SEPTIC S75IEM LOCATION DATA - i m VACANT LAND � pppqTREA, D"RM > $ \ CYNTNIA CN�NT AMAND Pan/ E Tq"a E pE5UIP1IaN w SINCIE FAMILY RESIDENCE DINNER ..— \ MUNICIPAL WATER 1 MA' TNN WET COeETE 3 • _. .. ,. ._ _�.�_�_ ON SITE SEPTIC SYSTEM 1,10'2 BD IA.T TNN OURET CUF11 74 -riLTli SERVICES \ iao a.a I IEraBxc Eaa g _ ci,'NORKS FOR s m" 73.0' IF.wNW:Pool. B Bu' SB.o' IEA w wa rEb U 6 2014 FwCE < (:LiVOS crn r.. 1 b• w• �4a ht T�G m R i TOT C8 ,I W •:,'.re been sBrab NNN w w Isar: +ac'arA• rt fed by 1-,s u2o_IJIIcnI .and found to xw,aa ; y' ? �p m C e san;fadory FOR A MA)(IMUM,9F• A r Ia„ I rr + 1iUOr'O1Npj x/P ralr m Pdaulr fr m tl 2 W nti11 Dur N rA1VA[ DATE: 12/12/2013 • � � ` � Q SCALE: Y — 60' ClIMLITY Walter J. Hilt}ert, p. — s roN�L C° 10N Office of Wasiewater n, P ME anaoemenf O SHEET r4Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Building Orientation: Bldg.faces 315 deg.from North Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Comphanci, Passes using ILIA trade-off Compliance:13.4%Better Than Code Maximum UA:791 Your UA:685 The%Better or Worse Than Code index retteds how dose to compliance the house is based on code trade-oR rules. It DOES NOT provide an estimate of anergy use or cost relative to a minimum-code home. Gross Cavity cont Glazing U A Assembly Area or R-Value R-VaILIO. o, Doo, Perimeter U-Factor Ceiling:Flat or Scissor Truss 2340 38.0 0.0 70 Wall:Wood Frame,16m.o.c. 1371 19.0 0.0 64 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 261 0.250 65 SHGC:0.37 Orientation:Front Door:Solid 40 0.210 8 Orientation:Front Wall:Wood Frame, 16m.o.c. 1504 19.0 0.0 67 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 346 0.250 87 SHGC:0.37 Orientation:Back Door:Solid 40 0.210 8 Orientation:Back Wall:Wood Frame, 16in.o.c. 1036 19.0 0.0 49 Orientation:Left Side Window:Wood Frame,2 Pane w/Low-E 174 0.250 44 SHGC:0.37 Orientation:Left Side Door:Solid 40 0.210 8 Orientation:Left Side Wall:Wood Frame, thin.o.c. 1191 19.0 0.0 61 Orientation:Right Side Window:Wood Frame,2 Pane w/Low-E 160 0.250 40 SHGC:0.37 Orientation:Right Side Door:Solid 20 0.210 4 Orientation:Right Side Floor:All-Wood Joist/Truss Over Uncond.Space 2340 19.0 0.0 110 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Report date: 11/15/11 Data filename: Page 1 of 6 Pilin ON P�11ZN P E 19-2 N p N U 19-] 34-1] LeT 1D,-6" KNOCKOUT INLET AND 19-+ N-1. IOW-TILL!\ N OUTLET OPENINGS RIBS INSIDE cu d + � 15_I° /�I .n•I ISI THE HENRY L. FERGUSON MUSEUM, INC. �O �1 `'' m VACANT LAND / x°_s 20_7y c~i R A lxr AMAND ,��-•II 1 S1261.57 / / CAST UIND 7NIAT MINT W 6 .58 ' �' CONCRETE COVERS LOCKING CASTING 20-] xn_n •"� � o - / MERESTONE N/F TO GRADE PROPOSED GRADE U Y DEVICES PONV', R L 10 " �0( �cd"l•' (J ?w Z (FOUND) NATHAN E. SAINT AMAND PLAN ENDCAP EYE sNUT nano°(eLocK 20 - Lora LVEUNG rARh5 VACANT LAND COVER LOCKING CASTING o T3+ SITE ° ai TO GRADE TO GRADE 2°-11 29_10n Ip'•p' .Tg N S USED T' MIN. 4' INLET 1'!iI I � / `O i FINISHED GRADE N �T i p O OUTLET INVERT �' ' CHIMNEY 2 z" MIN. ¢ i P Co. X 40„ 4 6 at 666/6 G 12 6AWIR MESH H O INLET min. ` 20 8„ ,, 2 N m n. / 2°-1aa 1N M 3" V£NTJI 3' VENTS OUTLET IF INLETL PITCH EXCEEDS ` 2o-un 1/2" PER FOOT TREASURE 1 g' LIQUID LEVEL °c°u"ux, uc '66__ % 01 CONTINUOUS HOT x BAFEUS 1 -\�� m ASPHALT SEAL uNED WnH TYPICAL DI�IBLMON BOX 1350'± MERE.5TONE I , ,�'� -Rs� \ to 1 ".. Pvc '° ' Gfi� NOT TO SCALE TO MAIN EAST (NOT FOUND) yam!- // �._,\ >O S62•� y IN SCHEDULE R40 so• cns y OU TRU END ROAD �7D--�-- / '� h- p6" INLET BAFPF I O us° r6usr -- `Q,S. e" �,_,✓��--\L�1 ` ) Jg2z JO. / R E A 5 U R E Y O N �J EFLECiOR ��%� BUSH -'ru _ rr ll BENCHMARK IRON ROD = Y.]cH RR / �so 4.. 3.• LOCATION MAP SCALE 1 " 400+ V ELEVATION = 66.95' �- •> )) —' I ^-"`'I-'-> ._r_ CROSS SECTION °q m IP� J, T'� - OHEIRRY� PROYID V_I_,, RECEIVE � p!A 0, MAPLE WATER SERVICE �4y / __— g _- • _% / Q 1500 GALLOPI - 2 COMPARTMENT -' iaTNr,v v 15 ( UNRDERGROUND `I-1_ F — �SF.PTIC TANK O B 1�� q�A YOP_ UTIES. '�-sn-. L-L� NOT TO SCALE CPROVIDE OISfRIBUfION ,_---- --- __ T _Ii HEAL7FI SERIACES e: SR OICDATAET SDX ANO 3 LFP O L ...�BY: R, STROUSE. P.E.LS. 08 03 10 / / WAS7"EWATER MGT. 1 vo �xv -,W - - U _ -N� x\\ PB -� 0„-12” TOPSOIL - J v,Y N - ,'--el--_ _ - !/'� 1 PLAN 12"-32" SANDY SUBSOIL it \ 1pI'rr��i +S s ! - . ee,s ) I © OUfLEI' /J C _A PIN��--S RY - 3 y51 W \ D`I l 6 FOOTING / RUSH / DRAIN 32"-1 T SANDY TILL W FINES-SM error/ 6munlDCLONrnu Uajori Soils Classification (USC) System (from ASTM D-2487) PROVIDE A CONTINUOUS LINE r Major Division: Coarse-Grained Sails, Sands with Fines y' cHERJ PROPOS / p�,� OF SILT FENCE AND MANIA 1 Croup Symbol: it Silty Sands. Sand and Slit mixtures 1 12" 4 MAPLE _ x GRAVEL / I i1 1 III 1 CHER 1I' �'L � -, I ( iI1y1; PORGY/ - I,I' �/ THROUGHOUT CONSTRUCTION IL , NRCS USDA Soil Classification: Riverhead, Very Stony Sandy Loa I�UL Q I �� v 7 ( 'DRIVEWAY : 1 III ill ) I aE �a, ❑❑ DO❑ ❑p❑ _ "1 II�„ d:� / �I / 00 000 O❑ S�mVt everM DESIGN FOR 5 BEDROOM RESIDENCE I G 11 1 1 TH V I I ' dot V. I I I Y (I'V y y U, f / ry BENCHMARK IRON ROD � a-T) i 1 ❑❑ 0 0 0 ❑❑ n ( I I1i' yI 111 ;1. �pI'I I ; / ❑❑ DOD ❑❑ `,i1 PROVIDE 15DI GALLON SEPTIC TANK ELEVA110N 62.63' � � v i i g �� " + ss LEACHING Pool (SEE DETAIL) 1 ki. O I I I J' I " / 1 i ' PROVIDE 1 DISTRIBUTION BOX 1 I i ❑❑ DOD O❑ io \ `\ �' % / O i- � I �, '' '�� � '{VIII �E�" � / / H I� +oi i ❑❑ 000 O❑ PROVIDE 3 - 6'6" X S SE AIL vx OF 1 •'{.IRl'u; 1IWrI . I 1L �I")��'I1�"����� .I INVERT ELEVATIONS- rn W g NO\-•�+�vx,•`x Vx aP\L x x x x I \LMS CLEARING 67.5 6o ,P-osED iorr�WELL�(4 rh HOUSE OU - ,/ ^ SEPTI(, TANK INLET-610 FOR ROOF LEADERS TYPEs„ x BOX EXPSEE DEAIL NO SEPTICTANK OUTLET-62.5 o� 0 CHERR � pB0% INLET-62 25 DBox GurLEr-az.oB UZAE y PROVIDE A JL” �4.a icx o/ / �°j LEACHING POOLS INLET-61.9 z N 62� xx 1500 GALLON �,yrpl�l, �llll l• 0 5„ BOULDER �/ / LEACHING POOL DETAIL g I x LLJI } Q x xxx Mile 3EFERFNCES SEPTIC TANK yo \ _ \I /' `-' \APLH ^ \;, 1� \ /i / NOT TO SCALE a U ` / 1, P AN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND, FIN SCALE 1" _ 0 Q r9 \`x xxx ,6?— <C x�°L.v 111 / \», - y •/ // 100 I I. CHANDLER & PALMER, ENGR'S NORWICH, CONN. SEPT. 1953, z _ DO z Ljj SILT FENCE 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT T HOEY & MARGARET a. 0 0 p H. HOEY TREASURE POND ROAD FISHERS ISLAND, NEW YORK DATE: AUGUST 24, O w Q z MERESTONE �. a -I_ r-�-,- a S• / _J Q I O / 2010 SCALE: 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND LU O. LLJ D_ C 0 CA (FOUND) \ Fpm \ �` I',. 11 �4�r I '��al x WOVEN WIRE FENCE (MIN. 14 SURViYING & ARCHITECTURE, PLLC, PROJECT $2010820, W - 1..1..1 It q/ _r GAUGE W/ MAX. 6" MESH al VI Cyf0, ` SPACING) AMILU 'Qn O W 0 7Y I n i 10' 35" MIN. LENGTH FENCE Ez M w v a = Q '�, CENTER TO POSTS DRIVEN MIN. ifi" 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED U) M 0:f W W) a- 25' RIGHT OF WAY CENTER INTO GROUND HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO FOR DRIVEWAY AND BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q Q j 1i" Q UTILITIES 0� ENGAGEMENT. Q NIF 2.) 11 IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS l�il JANE F. GENIESSE ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN (BLOCK 20 — LOT 1OA) \�� SSp, T'y>, ITEM IN ANY WAY. VACANT LAND N/FIII , 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S rOyL �p 2pf ">� CYNTHIA C. SAINT AMAND III HEIGHT OF SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \•Pp 6 h SINGLE FAMILY RESIDENCE FILTER = 16" MIN. THE LAND SURVEYOR. MUNICIPAL WATERS \\ ON SITEI SEPTIC SYSTEM \\�/\\/ / / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC �/\\ EMBED FILTER SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" p� CLOTH A MIN. OF \ 4\' 6" IN GROUND 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 4� SECTION 08, BLOCK 2, LOT 4. ,I \ 6.) TOTAL AREA = 2.45± ACRES. DRAINAGE ON . I ATIONS \ PERSPECTIVE VIEW Ip o ROOF AREA = 2500 5F 7.) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 REQUIRED = 2500 SF X 1,0 X 2/12 = 417 CF \ z 417 CF / 28.27 CF/VF = t4J5 VF ? 8.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY O ROOF LEADER USE FOUR(4) - fi'm x a' DEEP DRY WELLS BJs' WOVEN WIRE FENCE (MIN. 14 II I COMPANY o PROPOSED z AX 6" MESH 9.) OWNER: RESIDENCE \' i SPACING) WITHMFILTER CLOTH N 25' x 40' ROBERT T & MARGARET H. HOEY o 36" MIN. FENCE POST o 123 WEST GERALD DRIVE > O RIGHT OF WAY w MANCHESTER, CT 06040 DID S1692555 ry9' UNDISTURBED 1360-646-9797 6" PVC WYE W1 9 FLOW— GROUND � OVERFLOW MERE5TONE fi" PVC CUT (NOT FOUND) o WN. 6" SOIL COVER NAILSIET COMPACTED SOIL TO LENGTH OVER DRYWELL BLOCKS AND CATCH / / \\ � / w 6o (� �-� p BASIN GRATE TO GRADE EMBED FILTER CLOTH \\;\\�\\\i�\\/ �o O z " (NEENAH R-2525-F) OR EQUAL / \ / A MIN. OF 6IN GROUND 5 p R FILTER FABRIC \/\ 4" LEGEN aA / __ SECTION VIEW Q 90• BEND —= 0 0O0 / SUFFOLK OF HEALTH SERVICES - - 50 - - EXISTING CONTOURS Q o m 6" BOB 35 PVC a CONSTRUCTION SPECIFICATIONS w SLOPE AS REQUIRED o Q° ® 9 O 'v / x 50.5 EXISTING SPOT GRADE ELEVATION 0 I. O OO OO OO O // NSF PERMIT FOR APPROVAL OF CONSTRUCTION FORA NO ✓' o 0 M Z M M 1" STONE OR O OO O O 0 CHOCOMOUNT, LLC SiNCILE. FjUAILY R."+C7:PICE ONLY PROPOSED CONTOURS mo m m 0 0 SCREENED GRAVEL SINGLE FAMILY RESIDENCE I, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE PO5T5 WITH WIRE 1' fi' 1' / MUNICIPAL WATER TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR x 50.5 PROPOSED SPOT GRADE ELEVATION OO n U, v oN / N.S. REF. IVO. �L 0�.1 -OOGI3_ HARDWOOD G T.D. GRADE TO DRAIN O o z w LL B ON SITE SEPTIC SYSTEM DATEI ]1 __ c•rnouweTCR DRYWF I_.L DETAAIL '• APPROVED l;tiL� 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES WWI „ EXISTING TREELINE w Y NOT TO SCALE -- SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, o' o u-i a w S w / FOR MAXIMUM OF (c) arDRODYd5 LIMITS OF CLEARING m o w m x o 6" MAXIMUM MESH OPENING. w1 a m a 0 o v / EXPIRES THREE YEARS FROM 0A7'E 13FAPPROVAL2011 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE DATE: JULY 12, OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER R BUILDING SETBACK LINE FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. Th TEST HOLE SCALE: 1 " = 30' L�9 1 AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED AND CONSTRUCTION OF SUBSURFACE SEWAGE EQUIVALENT. u PROPOSED BURIED UTILITIES DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN AND WILL ABIDE BY THE CONDITIONS SET FORTH 'BULGES" DEVELOP IN THE SILT FENCE, ONSTRUCT. 30' 1s' D 30• SHEET QUALITY CONTROL CERTIFICATION THEREIN AND ON THE PERMIT TO C 1 OF 1 GROUP REVIEWED DATE GRAPHIC SCALE IN FELT PROJECT MANAGER SA +I APPLICANT SURVEY ENVIRONMENTAL CIVIL + + STRUCTURAL ARCHITECTURAL it 4 -NN PDR90N 19 19-T 1G-x N E m If-1s , CI 19N D 1e-11 � N y ' m N 19-1 (bbbj m� Oyl o-1 U -, €so ! 2D-2 .� 1' �py� a I, OR R.1ff[NIY �1 �Il- I11 00 — 2D-D 20-7 V] Y/1 �1 f N SAINT WAND ir_1 4 V p W 4UM uu0 rNusT q L zo-] 2D n •I�1 T/N ZL- / V� o M-8e er�t1 D / IDDLG`, RE p c. In suGD TT. v FS 1Id� NT AMAUD ARM �o � klT� a _ � / TD- / 2U-10A N F x0-11A N O n m THE HENRY L FERGUSON MUSEUM, INC. OP VACANT LAND \ cx0cau0uM, LLC 51261.57 W1568 58 / MERESTONE N F MDSLVM 1 , / 7RGA 6URE rOND uuD rausr m / (FOUND) NATHAN E. SAINT AMAND g ,? / LOCATION MA 20 - LOT 8) P SCALE 1 "=400' N,ol (BLOCK 1110 VACANT LAND _ N \10 '' -1 o. / QO o ' .''S6.145 TREASURE MERESTONE (NOT FOUND) i S6 "25.26 6L \ '06' OF O BENCHMARK IRON ROD MM REURENCES JTO"� � ��ELEVATION = 66.95' 1.) PIAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND, N,Y. SCALE 1" 100 FT. CHANDLER & PALMER, ENGR'S NORWICH, CONN. SEPT, 1953. 20122.) SURVEY MAP PROPERTY A FI CONVEYED TO ROBERT J. HOEY & MARGAR H. HOEY TREASURE POND ROAD FISHERS ISLAND, NEW YORK DATE: AUGUST 24 [PI2010 SCALE: 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LANDUIHOLD \ Pss\\ SURVEYING & ARCHITECTURE, PLLC, PROJECT #2010820. NOTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO N HOUSE FOUNDATION Of O LOCATED MARCH 16, 2012 Q BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ; � = U O} ENGAGEMENT. � wo O O J z 1)) 111 2.) IT I� A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS � � = m Z ACTING 'UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Z ITEM IN ANY WAY. O LU p p BENCHMARK IRON ROD \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE AND SURVEYOR'S U Q � QO g ELEVATION = 62.63' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 0 w U) THE LAND SURVEYOR, J d I— p 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z w0 d W SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" ILL /y� N/ U) m � W LL W U) 5.) SITE 15 IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, O Q of LL SECTION 08, BLOCK 2, LOT 4. C On 6.) TOTAL AREA = 2.45t ACRES. 7,) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 B.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY \ / / COMPANY, 9.) OWNER: MERE5TONE v `�O / �4, ROBERT J & MARGARET H. HOEY (FOUND) ' CFO ^ �s- 'oe= 123 WEST GERALD DRIVE w„ F \ / MANCHESTER, CT 06040 "a \ i f 860-646-9797 0" � 25' RIGHT OF WAY FOR DRIVEWAY AND A N UTILITIESIF ` Z O � JANE FN GENIESSE (BLOCK G LAND 10A) In N/F MUNICIPAL WATER CYNTHIA C. SAINT AMAND w 5� SINGLE FAMILY RESIDENCE \ S ON SITE SEPTIC SYSTEM z \\ H a a Q o w S � m m 0 0 ut � m ry E ¢ 0 25' x 40' S1692.55 q RIGHT OF WAY O o o w w W LEG= w 3 u o MERESTONE (NOT FOUND) N/F NOW OR FORMERLY Q%L a m o o 0 NAIL/e-r� \ DATE: 003/20/2012 SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION / GROUP REVIEWED DATE PROJECT M AGER )}- 60 30 SHEET SUR— v] G 1 OF 1 GRAPHIC SCALE IN FEET ENVIRONMENTAL CIVIL STRUCTUML ARCHRECTURAL �n2 1 D2 10'-6" a- u-t sa/ E KNOCKOUT INLET AND _� 8 OUTLET OPENINGS ta_A '0 / RIBS INSIDE r \ w 1 NIF PO m + N + 20"2 N p� a 'i OL v THE HENRY L. FERGUSON MUSEUM, INC. O / o •5 VACANT LAND � o 51261.57CAST MERESTONE CONCRETE COVERS IaIaDA4 zo-a 2o-T 1 T MMD •cin �j` w U (FOUND) N/F LOCGIRADENG ASfINC PROPOSED GRADE °�� 2D-AT 1� U € v NATHAN E. SAINT AMAND _ W 00 (BLOCK 20 — LOT 8) PLAN 2o-a U q o u c1 i VACANT LAND L IirP4c TYPE �OPL`{ p O z COVER LOCKING CASTING 3 TO GRADE TO GRADE +, ATWID MMT AWWD IF DROP �'� / O\_ i I FINISHED GRADE MIN. 4' 20-11 2ay � V/ ' CHIMNEY 2" MIN. ABOVE INLET `1 2o_,oA 4 x 4 12.6/12,6 A, WI E MESH OUTLET INVERr 2" MD44 I ,fi (Sa v W ' 20" 6 x 6 6/6 G Wlf� MESH O 4' ICI B 0 min. 20 6" o g ' /i V' / 3" VENT, .' VENT RAFFLE REOUIREO TREASURE 1 �. / 9 / / LET OUTLET IF INLET PITCH EXCEEDS m N 20 „A ' UOUID LEVEL 1/2" PER FOOT � M ' m CONTINUOUS HOT 4' OUTLET I 1350't MERESTONE I ` / / sAFFLE _ CHOw W. uc TO MAIN EAST (NOT FOUND) yi'' -66— ss m ASPHALT SEAL- /" --'---- p� V2 LINED wWc nH TYPICAL DISTRIBUTION 901( EN_�ROAD I ` " V e �70���/^ `>a� \ b� Ery �06J0+w V NLESCHEDULE SCIT RAFFLE RAC 160• GAS 'y NOT TO SCALE -72� BUSH / / /' 2'20' ` I DEFLECTOR MCI ;;k ^ 1 BENCHMARK IRON ROD �74� '-l 1 A"�/�' R7� \ _ ' l" T R C A 8 u Ike r O N D lu+°Y5E"'TAusT qu ELEVATION = 66.95' � _ CROSS SECTION LOCATION MAP SCALE 1 "=400' CHE RYI I PROYID" Ste, MAPLE // I WATER $ERVIDE _ IUNDERE \\ J�—=--- 1500 GALLSEPTIC TANKMPARTMENT O uNDERGRouNDI PROVIDE DISTRIBUTION �CE6R /__ ERIE$\ \ \sa. BOX AND 3 LEACHWGPOOLS \ NOT TO SCALE ` V 1S6� /..ice TEST HOUy DATA �/ BY: R. STROUSE. P.E.L.S. 08/03/10 RETAIN STORM WATER RUNOFF\ f\` a - -____ __ — 66 w -' 1 f B i ( O� NG eusH DRAIN / PLAN O"-12" TOPSOIL 12"-32" SANDY SUBSOIL o ^ 32"-17' SANDY TILL W/FINES-SM PURSUANT TO CHAPTER 236 ( G \` PRO `POSEtj 72 w\ % F.-5' p"� Unified Soils Classification (USC) System (from ASTM D-2467) OF THE TOWN CODE. \ CHFAR g. PROVIDE CONTINUOUS LINE 1 1z' MAPLE 1� ` 1 A DRAVEL OF SILT FENCE AND AINMNN Major Division; COOrBe-Grained Soils, Sands with Fines a 11 CHER i I , 1 THROYGHOUT CONSTRUCTION 1 TH I � � /1 4 1 r( ,i N 9, O Ow O NR S, USDA Soil Classification: Riverhead, Velry Stony g5andy Loom BENCHMARK IRON ROD $ 1 CCC/ o '' roOUP Symbol; M, Silty s n ELEVATION = 62.63' I1`1 \ L�-v. ; .A9/ i / 1 p� / % :x / ' po p p p o� " SEPTIC SYSTEM DESIGN FOR 5 BEDROOM R RIOFNrE O i__ �/ ` pl / y� �P/' ❑O❑ oOa❑� ❑❑ PROVIDE 1500 GALLON SEPTIC TANK _ ® �c PROVIDE 1 DISTRIBUTION BOX 1 LCIML��OGF / -' \o, / ` 4 � � 0 pp� pO io PROVIDE 3 - 6'8" X 6'5" LEACHING POOLS (SEE DETAIL) APPROVED AS NOTED N S 1 x eTs PROPOSED DRY WELL (4 �i' p❑� LpC�j Og O �� M HOU E OLUTLET 8.i 'r EL I \501[ PANSaN ( FOR ROOF LEAD ER$ TYP.e„ I GQ4A 'VOi DATE 10' B.P # 3 g "T "r o,A�Y I \ \ - SEE DETNL / CHER E/ �i I SEPTIC TANK INLET-63.0 q 2 A \ / / °A i 4.--6'-6"---=J SEPTIC TANK OUTLET-62S I- IyJ FE . ( 160BY 62, % ��DE A 1 � O r ,o a a,�, / ,y OBOX INLET-62.25 y O U 150D GALLON p eaumER_ °/ ; ' ^ LEACHING POOL DETAIL REACHING POOLSBOX NL ET-61.9 "Cl Q N K W NOTIFY BUILDING DEPARTMENT AT AY \ SEPTIC TANK o _ E ✓ `• MAPLE / ' ^ FOLLOWING B AM TO 4 PM FOR THE \ A r �, / NOT TO SCALE = Y } Q FOLLOVNNG INSPECTIONS AA AA �� � ( '/ 1 , / IYP RF IMnec p 1, FOUNDATION-TWO REQUIRED FOR POURED CONCRETE \ / �w. se'e / / 1.) PLAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND, N.Y. SCALE 1" = D_ U A 100 FT. CHANDLER h PALMER, ENGR'S NORWICH, CONN, SEPT. 1953. IY O O 3 2. ROUGH-FRAMING,PLUMBING, 1 / r ~ p w w N STRAPPING, ELECTRICAL&CAULKING MERESTONE ,; ;, I A / w L` _ = m Z LTJ i �s. SILT FENCE 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT J. HOEY & MARGARET o I 3 INSULATION (FOUND) pa, A^' `/ / H. HOEY TREASURE POND ROAD FISHERS ISLAND, NEW YORK DATE: AUGUST 24, Ld 4. FINAL-CONSTRUCTION&ELECTRICAL 4 \ I / WOVEN WIRE FENCE (MIN. 14 2010 SCALE: 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND Q p Z MUST BE COMPLETE FOR C,O. g ALL CONSTRUCTION SHALL MEET THE \ x se, / /' SGAUGEPACING) MAX. 6" MESH SURVEYING & ARCHITECTURE, PLLC, PROJECT (j2010820. Q V) LIJ REQUIREMENTS OF THE CODES OF NEW qY , Y p a Q Z (� \ 25' RIGHT OF WAY L / 70' Mqx. 36" MIN. LENGTH FENCE F LLI 0 a. w O DESIGNYCRKSR NSTR CTIONSIRRORS. FOR ORNEWAY AND CEN i, THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 2 DESIGN OR CONSTRUCTION ERRORS. \ TER TO CENTER POSTS ORNENV MIN. 16" HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO m W ���' `\ I INTO GROUND N UJ N 4 T(, I BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Of LL. COMPLY WITH ALL CODES OF N/F \ ay ENGAGEMENT. O Q O NEW YORK STATE & TOWN CODES JANE F. GENIESSE ><$ yPo M^ W AS REQUIRE tf• I AG O IS A VIOLATION E THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS (BLOCK LAND T 0A) ��� \SyO J\ 9 II� ITEM I UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN a OLDTOW""n x, 2s� P d' N/F TEM IN ANY WAY. SOUTHOLD NINGBOARD OCCUPANCY OR q�Fo 0' F �"� CYNTHIA C. SAINT AMAND 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S o SINGLE FAMILY RESIDENCE \ HEIGHT OF SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SOUTH OWNTRU USE IS UNLAWFUL P/` / / FILTER = 16" MIN. THE LAND SURVEYOR. y� MUNICIPAL WATER . �/ II 104 DEC \ ON SITE SEPTIC SYSTEM EMBED FILTER 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC WITHOUT CERTIFICATE �\ 14 , .\ SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" CLOTH A\ 4ti GROUN.ND OF OF OCCUPANCY a� 6" TIN U SE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, nrtua�9E G•,nLn�710MS h \ F" SECTION 08, BLOCK 2, LOT 4. ROOF AREA = 2500 SF PERSPECTIVE VIEW 8,) TOTAL AREA = 2.453 ACRES. REQUIRED = 2500 SFX 1.0 X 2/12 477 OF 7.) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 U) o \ 417 OF / 28.27 X =9' DEEP DRY WELLS. z VF 8.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY ` ROOF LEADER CF/VF 2 PROPOSED USE FOUR(A) - 6'0-0d'j• \ RESIDENCE WOVEN WIRE FENCE (MIN. 14 I COMPANY. O DO NOTPROCEED WITH /2 GAUGE W/ MAX. 6" MESH — o 8' PVC WYE FRAMING UNTIL SURVEY 26' x40' SPACING) WITH FILTER CLOTH 9.) OWNER; y 6' PVC W OF FRAMING UNTIL LOCATION s1692.55 ryg� RIGHT' OF WAY 36" MIN. FENCE POST ROBERT T & MARGARET H. HOEY HAS BEEN APPROVED. 0 123 WEST GERALD DRIVE UNDISTURBED " MANCHESTER, CT 06040 e" Pvc CUT MERE5TONE' ` FLOW. ' GROUND 860-646-9797 w NOT FOUMD) TO LENGTH MIN. 8" SOIL COVER /\J OVER ORYWELL BLOCKS AND CATCH NAIL BASIN GRAZE TO GRADE / \ COMPACTED SOIL �\ x FILTER FABRIC (NEENAH fl-2525-F) OR EQUAL Ep• \ /\ EMBED FILTER CLOTH \\�\�\��\/ O A MIN. OF 6" IN GROUND z 4" z 90' BEND 14* O 0 0 ® 0 / Q 6" SDR 35 PVC ": ° ® ® ® 0 SECTION VIEW SLOPE AS REQUIRED O ® ® ® 0 +. 1- % a m ® e ® 0 i NSF CONSTRUCTION SPECIFICATIONS — — SD — — EXISTING CONTOURS a o D G 1" STONE OR O 0 0 ® 0 x 50.5 EXISTING SPOT GRADE ELEVATION SCREENED GRAVEL / CHOCOMOUNT, (LLC o g, SINGLE FAMILY RE$&IDENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE —090-- PROPOSED CONTOURS o 0 0 i MUNICIPAL WATfER TIES OR STAPLES, POSTS SHALL BE STEEL EITHER 'T" OR "U" TYPE OR x 50,5 PROPOSED SPOT GRADE ELEVATION o m i o 0 STORLaWATER DRYWELL DETAIL B' / ON SITE SEPTIC SIYSTEM HARDWOOD. m " - m u NOT TO SCALE G.T.D. GRADE TO DRAIN O 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES u o w c SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, /WWI EXISTING TREELIKE "' x 3 v o PLUMBER CERTIFICATION 6" MAXIMUM MESH OPENING, a 0 o o v LL ELECTRICAL ON LEAD CONTENT BEFORE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OMITS OF CLEARING INSPECTION REQUIRED CERTIFICATE OFOCCUPANCY OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER I� BUILDING SETBACK LINE DATE: JULY 12, 2011 FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. SOLDER USED IN WATER I AM FAMILIAR WITH THE STANDARDS FOR AAPPROVAL 4. PREFABRICATED UNITS SHALL BE GEOFAe, ENVIROFENCE, OR APPROVED *TH TEST HOLE SCALE: 1 " = 30' SUPPLYSYSTEMCANNOT AND CONSTRUCTION OF SUBSURFACE SEWA4GE EUIABRICA DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE — u PROPOSED BURIED UTILITIES QUALITY CONTROL CERTIFICATION EXCEED 2/10 OF 1%LEAD. AND WILL ABIDE BY THE CONDITIONS SET (FORTH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN THEREIN AND ON THE PERMIT TO CONSTRUJCT. "BULGES" DEVELOP IN THE SILT FENCE. GROUP REVIEWED DATE PROJECT MANAGER PLUMBING 30• 1s' D •__ 30• SHEET SURVEY ALL PLUMBING WASTE APPLICANT ENVIRONMENTAL 8 WATER UNES'NEED GRAPHIC SCALE IN FEET 1 OF 1 t Clea TESTING BEFORE COVERING STRUCTURAL ARLH iECTORAL V S1261 .57 W1568.58 MERE5TONE „ OQO (FOUND) I' n , s cP O 50 TREASURE 1350'± MERE STONE TO MAIN EAST (NOTt°oUNL7) END ROAD 5l"A f' SF"'f " \ 0 OAK BUSH II , CHER,F� CHERRY MAPLE V t 6 " CEDAR . __. — Y."] . " I I„.1M0? Or' .4.1: ''oVrihi -i AS \ „! 1 P.T. WALL 5 \Yl I ' UCLw i7lr kf � 1 „ . CiluEhll JaGl;h , -- � PINE BUSH GIRAPfV. ♦' I .. Shop vrdoy- CHERRY S l �`, tyL6/I�, X 4 > 12" CHERRY yYPLK �VP / G M fm' MAPLE hl 64.8 27� "Y •_ r^.. TP'VPI RN^ + µ e O LInn6T fns ('6”uveal , CHERRY �t 1010 BOULDER w - ' \ � $4 ` . . �\\MAPLE �_ �� ---- MEK-5'!'ONE rg \', l (FOUND) ^'\, i \ t Y\\' �• '� 1-A&EF-10 ?LA1.lT`'o . •\� \\ � .'GP 7FtPANfiS� pl�(z.15 '\,, JZH �utavontaNpF,oht (vi�tlr� ��w�l�� jTu 5" &Prsroow 7Uwtps�_ 1 . 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N m o d)WA_ ! rl'c} MTA N`�ICY l Ct i� l--� � � f '%Z{I : Dr I(..K _ ESI SCALE) A9 DOOR SCHEDULE W NDOW SCHEDULE ROOM FINISH SCHEDULE NO. 52E MATERIAL TYPE HARDWARE REMARKS ID' MANUFACTURER;MODEL ' R.O. x QUANTITY REMARKS FIRST FLOOR A Pella 3347 DH 2'",V'x T 11314" 3 Room Floor Walls Ceiling Crown Base Wainscot Remarks 101 3'O"x 6'8"x 1314" C Ka ed Ent Custom 2 Panel Mah an w/16"Wide Sidelights B Pella 3753.2 DH 6'2-314"x 4'5-314" 3 Living Wood Plaster board Plaster Ed,' 4"Crown Wood Wood Panel Decorative beams Dining Wood Plaster board Plaster Ed.. 4"Crown Wood Woad Panel Decorative beams 102 2 T O"x 6'8"x 1-3/4" Wood/Clad B Pella Exterior Pella 7282 Patio Door w/7225 Transom C Pella 3353.2 DH 5'6-314"x 4'5-314" 2 Foyer Wood Plasterboard Plaster Ed. 5"Crown Woad Wood Panel 103 T 01'x V W x 1.314" Wood Exterior Custom Screen Poor D Pella 2865.2 Ph Cottage 4'10-314!'x 5'5-314P 1 Kitchen Wood Plasterboard Plaster Ed. 5"Crown Wood 104 T V x 6'8"x 1-314" Woodl Clad 8 Pella Exterior Pella 3682 Patio Doorw/3625 Transom E Pella 4771 w/4817Transom 4'0.3/4"x 7'43/4" 2 Family Wood Plasterboard Plaster Ed. 4"Crown Wood Wood Panel Decorative beams I Hall Wood Plasterboard Piaster Ed. 6"Crown Wood 105 T 0"x 6'0'x 1-3/4" Wood/Clad B Pella Extedor Pella 3682 Patio Doorw/$625 Transom F Pella 25534153-2553 DH 717,V4"x 4" 2 Landry Ceramic tale Plaster board Plaster Ed. 5"Crown Wood 106IT 8"x s'8"x 1318" Wood A lCloset Masonite 2-Panel G Pella DH 2585 w/2525 Transom 71-314"x T 8314" 4 Lev Ceramic the Plaster board Plaster Ed. 5"Crown Wood Beadboard 1072'8"x8'8"x1-3/8" Wood A Private Mesonits2-Panel H Pella 2559-6959.2569w/2'1"HTransom 9'1-314"x70314" 1 Bathroom#2 Ceramic tile Plasterboard Plaster Ed. 8"Grown Wood Mudroom ceramic tile Plasterboard Plaster Ed. 5"Crown Wood 108 2'&'x 8'8"x 1-318" Wood A Passage MasonBe 2-Panel I Pella 2557-3757-2557 DH wl 17'H Transom 7'3-3W x 6'2.3/,V' 2 Office Wood Plaster board Plaster Bd. 4"Crown Wood Decorative beams 109 V 6"x V 8"x 1318" Wood A Closet MasonBe 2-Panel J Pella 2325 DH Transom 2'1314"x 2' 1314" 5 110 3'0"x 6'8"x 1-314" Wood D Keyed Entry Rogue Valley 2662 IG K Pella 3725 DH Transom T 1414"x 2'1.3/4" 1 SECOND FLOOR 111 TO"x 6'8"x t-3/4" Wood/Clad A Pella Exterior Pella 7282 Patio Door w17217 Transom L Pella VG 3785 DH Cottage 3'1-314"x 5'53Room Floor Walls Ceiling Crown Base Wainscot Remarks14" 1 8 over 12 M.Bedroom Wood Plasterboard PlasterBd. 4"Crown Wood 112 2'8"x V W x 1-318" Wood A Passe a Masonite2-Panel M Pella 2547-3547-2647 Fixed Casement 7'1-314"x V 113/4" 1 M.Bath Ceramic the Plasterboard PlasterBd. 4"Crown Wood 113 2'6'x 6'8"x 73!8" Wood A Private Masonite 2-Panel N Pella 2953.2 w/2917 Transom 4'10-3/4"x 5'10.31N' 1 M.Closets Wood Plaster board Plaster Ed. Wood 114 2'8"x V 8"x 1318" Wood A Passage Masonite 2-Panel O Pella 4771 wl Custom Transom T11-3/4x8'8" 2 See Drawing Hall Wood Plasterboard Plaster d. Wood Bedroom#1 Wood Plaster board PlasterEd. Wood 115 3'0"x 6 8"x 1-3/4" Wood/Clad B Pella Exterior Pella 7282 Patio Doorw/7217 Transom P Pella Custom Fixed w/Custom Transom 6'0"x 8'8" 1 Bath#2 Ceramic the Plaster board Plaster Ed. Wood 116 2 3'0"x 6'8"x 1-3/4" WoodiOlad B Pella Exterior Pella 7282 Patio Door w!7217 Transom O Pella 4771 w/Custom Transom T 11-314"x V 8" 2 See Drawing Bedroom#2 Wood Plaster board Plaster Bd. Wood 117 5'7"x V 10"x 1-3/4" Wood/Clad E Pella Exterior Pella 8782 R Pella 2971 DH Cottage 2'53/4"x 5'11314" 2 4 over 9 Guest Bedroom Woad Plasterboard Piaster EWood Guest Bathroom Ceramic dila Plasterboard Plaster Bd.. Wood 1983'1-1/4"x6'10x 1-314" Wood/Clad E Pella 3782 Fixed S Pella 3523 Awning 21113!4"x 1'11.314" 1 Guest Closet Wood Plasterboard Plaster Btl. Wood 119 3'1-114"x 6'10 x 1-3/4" Wood/Clad E Pella 3782 Fixed IT Pella 4825 Fixed Awning 4'0.314"x 2'13/4" 1 201 2'8"x 6'8"x 1318" Wood A Private Masonite 2-Panel U Pella VG 4865 DH Cottage 410-3/4"x V 5314" 1 NOTES ells 2541 Casement wl 251 Transom 2 1314"x 4'10.314" 1 All wood base 2022'6"x618"x1-3/8" Wood A Private Masonite 2-panelboard to be lx On wl W Pella 3358.2 ON wl 3317 Transom 5'6314"x 6'43/4" 1 1-1/2"base 203 2'6"x 6'8"x 13/8" Wood A Pocket Masonite 2-Panel 204 3'0'x 6'8"x 1-314" Wood/Clad B Pelle Exterior Pella 7262 Patio Door NOTES moulding 205 2'6"x 6'8"x 1318" Wood A Closet Masonite 2-Penal . Pella Architect Series w!HuOican Shield / 206 2'S"x 8'V.x 1-318" Wood A Oloset Masonite 2-Panel Impact resistant insilating glass NO 2'8'x 6'8"x 1318" Woad A Private Masonite 2-Panel 206 216"x 6'6"x 1-3/8" Wood A Closet Masonite 2-Panel 209 2'8"x 6'0-x 13/8" Wood A Private asonite 2-Panel 210 2'0"x V 8"x 1-318" Wood A Closet Masonite 2-Panel 2 1 2'6"x 6'8"x 1318" Wood A Closet Masonite 2-Panel 212 2'6"x 8'8"x 1318" Woo A Private Masonite 2-Panel 213 2'W x 6'8"x 13/8" Wood A Closet Masonite 2-Panel ED Aq ,SEP Oh ��9 OpV IDeG '9.1m 0� 1 i NT 035035 P '9TH OF NEW�p U 2 Q � 9 ° z gig a ¢ CM2 U a) Z C G a) U N 1 O V)rr 2 ii CL Al �`---9'-21'-- �_.—li'-li'— �'-- u'at• � 15'-2" � _.___�..k.—...,. I 10"diameter concrete pier g (3'-)3'x 1' deep concrete footing (typ) I F — — _s�1 ._1p GtNw . [t -- 20' c �` o L N 1'x 3' Cone. Pier �o _ .� ----------- -------------- J - f' ' , ``♦ ---,- I 1 �y/� MIiJ� I ____ ] �y f _j y{m —� -----'"--��'_ _-y-------.li I 6"wx92"deep beam pocket(typJ __ 111 ----- ' T -1 - " I ; l 10"Conc, block on 12" y � I I ; ; deep cans footing ; I ! with 04 bars at 121 on center em. > I " X of Foundation vent w [Unexcavated] n u ' J� �p y fA7[ T,004 -16" A'-fi" ' '--3._5 11'— 8'-10`---ate a, 14'-1' I I_____� • --- ---' I � I 12"deep ; � ', I ;---------' 0 1 beam pocket -------i---`-- 1 _ •_• , I-'-+ - �'-1--I - - _ _"- _ I . - -------- 2j1 - ----�--� _ 1 V - lltl' Yw 1 1 deep beam ; rv'1 1. PA_"'T" -------------- I lJ Irl I�/� 1 j `----- -- � `- ----- -J ` --' pocket I �- u I I T.O.W. 0" 4"dlameteratealcolumn 1 a t {./"N'""'' '"'"�"'�-"�"'"'"'""'"""" I [ M cone. footing TAW. =0" p T.O.W.-16" with 4#4 para 10"ole each Way 41'W x 10"D at bottom of footing (typ.) PED .1„ A ♦a RC'hi Ji 10"Caner.Wall on 10"X20" J ---------I-------------- ��9 QpVID q Ttp con v 1 ; ;a [Unexcavated] \ \ ; , ¢� �� m� g, M n.footing with 2-#4 bare at \ Q I top, middle, and bottom m I 1 1 I 3 I I __ ___________________________ a35035 Q� I y T.O.W. -0-------------- r ' 1 ----- ______ _________ __ �\ ; ♦ _� j ' I I 10"concrete I �( I [Unexcavated] i ry ; i i ♦ block l .. 1 , 61,wlde btl2' -----' 1. J ------�'----------------------------' -- l ( 6e wide x 12' deep bream deep beam pocket[ pocket `--------- ---------------- ----------------------- ' 6"wide x 12" ' \ x' j l deep beam < F- pocket 6,1 T.00. _ rzS in 0 ------------- 1 ;----------- -- -------------------------------'------- - 2nd to _ j , 1 , 1 cep 11 m $ beam pocket ❑ U — — --------------------- ----------------------------- — - a f---------.a------- I z u1 N i r____________i r_____- — 4"W X 10"D :_____i `c O L__________________________________c _____� N Caner.shelf — -- o I I Up r---- --� I ' `------------------------ ----------- ------- m d I i I ____ __ _ I II� , I I 8'-1 " 4`3'_10"— 4'_6" 11' 8'_6".� 15'-6" q�_10• 2' 13' 2' I 12" deep 3" beam pocket J V I , , . N 1) a I ' 1 I I — 4"Wx10" D w C toner. shelf oI l ----- Foundation o tion Pla8-Aug-11 3'-9'---�---10'— !:1-5'—. S1 ISA' >e t' --22'-6 SE EI 4' _ [' S1 WALL CONSTRUCTION NOTES ROOF CONSTRUCTION NOTES Wall Framing Roaf Sheothina L All exterior walls to be 2x6 ® 16" o/c. Roof sheathing shall be not less than Vis" finished thickness. 10"diemeter concrete pier on 3'x 3'x wan sha T deep concrete footing(type) Wall sheathing shall be a minimum 7/16" structural panel. Roof naillno f attachment shall be accomplished with minimum 8d nails as 1. At the top plate or plates, the sheathingshall extend from the follows: Y--_ _ Y-------, the 4 foot perimeter edge zona along the edges: 6" o/c - --', _ , top of the top plate to a minimum of 16" beyond the ."-- .--- _ ---------:.r __ . 1 2) 12 ' - - -r=-'=----------`-'— ; stud-to-bottom of the top plate connection. A minimum of 4 nails 2. e: the intermediate supports within the 4 foot perimeter edge _ - ( -� '•--- — --'--^- - shall be used at each stud fostering, and edge-nailed to each plate zone: 6" o/c 1212PT, I i • ' 1 _' at 6' a/'c 3. Along the gable and wall or rake: 4" o/c 1 J L__ L 4. All other areas: 6" o/c edge; 72" o/c intermediate. 2. If the studs ore not continuous to the foundation plate such as n __ _ o! an nkarmedioke Roar, the wall sheathing shall be continuous and All sheathing edges within the 4-foot perimeter edge zone shall be 2 $ P.T. f 1 0 Cen Bf _._. _ _._._._ ._ _ -_-- blocked with 2x3 minimum Including- -'- uninterrupted for a distance at 16" beyond from top of bottom wall g the ridge line and soffit/fascia plate to 16" beyond bottom of bottom wall top plate below, with a area. Provisions for ventilation air shall be maintained. minimum of 4 nails at each stud, and fleld-nailed at 6" a/c to Exception: 2 x 3 Intermediate blocking can be eliminated provided all floor joist header framing. g -- 1," ' sheathing is 5/8" nominal tongue and groove structural panels. ^ _ _ ___ `� ^I 3. At he bottom of the wall assembly to the foundation sill late, ._ _ , Riding Strops 1'x 3'Cone, Pler � --- Y P ' shall be s from a oint 16" above r112) _ i i' i } I--- -- - --- - - --- ---- f! th 5 8d R L h d l t h f f--- ---- --- ---- -- - - -- --- --- los ofllthe bo tom wall plateatoi theubottam ofplhe foundo on sJl, RNAs sga s 1 /4 age sh be alt hod tth a ch air o i" `-" "- ' - _ - _ 1 member. ro ersl wi x -0 qna s aaleac en c n o t e oromin P L _ _._ — -- —' "- - - -- with a min mum of 4i nails at each tstud, 6" field nailed and edge member, g-- ---' -- --- -- -- --- --- - -- --- ---___ ____ _ (2) 12i1VL I _ _ _ _ __ nal ed to the foundat an stll plate a 6 0%. Exce tions: PL __ ___ _ ; h °r W° 1. Ridge straps ore not required when collar ties of nominal I x 6 A 4' segment of wall sheathing shall be designated as a shear wall or 2 x 4 lumber are located within the upper third of the attic at each owner of the structure at each Roar, and no more than space and attached to each rafter with 3-10 d naffs 24' apart along a wall length, The following additional requirements 2. Trusses without a framed ridge connection. °PPIY 3. Plywood gussets of equivalent cross section. - 4. Other engineered connections. ----`- ; 1. No openings are permitted within this 4' section. 5. At hips, straps shall be installed so each hip Jack Is connected _ 0"C)no. lock Cn 1 1 1 1 across the hip line with at least I-Bd into on opposite framlhg --------- - ----•--- -----------�- leap ona fooli it 1 1 Exception: Window openings are allowed no closer than 2' to comer member. ith be at 2"0 1 providing the length of that shear panel is increased to 8'. ante el W 1 2. All edges shoe be blocked and rolled at 6" o%, and geld-nailed 1 Fo ndat on v nt 1 3. Studs shall be doubled at each end of the shear wall panel. I I 1 I j ---------- ------- _ I , 1 I I 1 ' - (3) X12 VL 1 I , _� II �__ ___ ___J __ _� —._—� `�`•. I I I 4 dl met r she31co umn I I ' I II I -- 11 -roe od I Jots s 1 _-- -- _.-- I . ARL ` ` "\ �'DPD0 Gp/TQC Weill on 1 "x 2,0" ; 1 \ --------------------------------------- 10112 e to ito ing' lith 2 fro 1 are, t 1 \ 1 a m top, nifoa am I pat ora ; j ----------- 03S 035035OF NFN T9� P ---- --------------- -------_ ________ -------------------- T ;2 2X12 LVLS ' 1 1 i 1 i 1 ("d 2X1 LV'S 1 t' ------------------------------- j j- - ---- ------ — -- i I I 1 rVVVVw� I L ` I �- I \� on - em r ---- -- i ----------------------- i I Y- --- -------- -------- -- -- -- - --- --- - - n (2) 2X42 LNLS ------ ._—_ _ -_�.. _. -a$ _ ,---- ..J z d S --- , Q, 1 1 1 J ___________________ 11 L-1 1 1 ------ --.. 1--- ILLY 1 1 -•ld Wq --------_j 0. d W L-----------------------------------------------------A (2) 2X12 LVLS 1 I ' I I I 1 1 I I 1 I I I i -- --_ — _ --' -;- ----------- 1 1 ' L ' __ 1 _ L - I L _ _ _ J ------ - - IL I I I 1 --------------------------------- 8—Aug-11 NOTES: SCALEI Y4' _ 1First Floor Framing Plan F1 rat floorframing to be 11- Yee" S2 3/16. e ,, Wood I-Joists unless noted differently. S2 Fa ro ® I ��` ELECTRICAL SCHEDULE I — \ 0 RECEPTACLE ® RECEPTACLE (FLOOR) AWP RECEPTACLE (WEATHERPROOF) � RECEPTACLE (DIRECT WIRE) .:: SWITCH. SWITCH (DIMMER) ¢¢ SWITC;H (3-WAY)', SWITCH <3-WAY DIMMER) �, ; + I �.---{-# ---�,`,® ® RECESSED CEILING LIGHT EXHAUST FAN WITH LIGHT I 1 . {�y ; ; ® OVERHEAD GARAGE DOOR L---------- ----- ------ 1.-_------ ------ ---� `----------- -----_.._, �_--'------- - ---' - I i PENDANT LIGHT I l I I WALL SC13NCE 1Ca UNDERCAHINET LIGHT ® DOOR HELL I i i'LJ CO-AXI JACK -.____ ___.._____ �., i. _.._-_-______ ________J ---- ________ CAT 5 JACK I wp I ' I Dn. — ��I sYal Up „ D Aq cP 00 r an _ f 7 P 7-7 OJy O035035 �Q � OFNE`I'I ® off , -- - - -- J I I - _ J I - � , low Dn. I m .:�.. C4 i P tx4 ad Ms § N _ -TT J I I .- I I I t ami z C �a O y © Z W 4 8-Aug-11 SCALES �" = 1' 1 _ lst Floor Electricall _Par E1 t/a` AI' E1 wP oc Dn. _-`s— fi—=- - �o ��pED Apo�r . ,�,,,,.,..�_ ....�-----... .�^, .u'1:'.;• � ��\y y�pV ID @G9 ren �p ��,.. •4 �T9r 035035 +1J n oco= FOF NE`N� ' FEI ISO U 3 I • ' � Z V1 c N Q a) 0 o y p = W CL 8—Aug-11 SCALE, Ya' @-2adl 0 or Electrical Pian E2