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Home My WebLink About36844-Z S�FFOt,� Town of Southold Annex 4/7/2014 =off caGy P.O.Box 1179 54375 Main Road o • �w 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 See/Block/Lot: 8.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed 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 Aut d Si ature rup TOWN OF SOUTHOLD OFF04coGy` BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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. � k SCTM # 473889 Sec/Block/Lot# 8.-2-4 Pursuant to application dated 11/9/201.1 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. New Construction: Old or Pre-existing Building: (check one) r Location of Property: 1l Wvc Tq4 at la6413-1 e J— House No. Street r/�� Hamlet SKka Owner or Owners of Property: Kelp� o-�� V' l�� 1�'(,✓ 1+o Suffolk County Tax Map No 1000, Section 9 Block 10, Lot Subdivision Filed Map. Loots: Permit No. Date of Permit. c 1 t Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/0, (check one) Fee Submitted: $ 5--®1 Applicant Signature SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.richertCD-town.southold.ny.us Southold,NY 11971-0959 O 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 Appliances q87 Dryer Recpt 1 30 Emergency Fixtures 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 ' ��cv�FOC��OG TOWN OF SOUTHOLD ' OFFICE OF BUILDING INSPECTOR o ` _ P.O. BOX 728 - . ` TOWN HALL. . �- SOUTHOLD, Kt'.. 11971 , NOV 2 5'2013 BLDG. DEPT. TOWN OF SOUTHOLD C E R T I F' I C- A T. I O •YET - ' - Date Building Permit No. J . Owner �� GUVI.e� � .` Q.y' �� J�""" S (Please print) r . Plumbdr 6-1j-(,x G� I (please print) I •certify that the solder used in the water supply system coaitains less '.than 2/10 of to ,lead. . (plumber 's signature) Sworn to before me this day of JU01� .d�2��ie a' 1-3 N tart' .Public ' flotarry 'Public o t;�1,1- County KARLA S.'HEATH NOTARY PUBLIC,STATE OF NEW YORK NO.01 HE6222563 QUALIFIED IN SUFFOLK COUNTY ' - COMMISSION EXPIRES 05/24/2014- l`� _ - 1 � � � � . .. �- P . . �.. -;. _�� *� 7 Egy� �y"5 � ',{� [ r�'7 p- ;�^'r t^b';,,�, ems.' S.,l. x.*+ ... TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502' Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees / Flood Permit Examined ,20 1 Storm-Water Assessment Form Contact: Approved ,20 1 l Mail to: Phone: Expiration .--S —3> 20-13 r D E C E W E Building Inspector l5 LICATION FOR BUILDING PERMIT NOV — 7 2011 Date I f— 7 , 20H INSTRUCTIONS BLDG.DEPT. TD N OF.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. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin , egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 5707-0 /9761-"r �Dacl ��g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �J ob � l�w✓'�ate- ��-� Name of owner of premises v �NG -c� (�-e4 (As on the fax 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 which proPo ed w rk will be done(: T �a-ayck RDA Z.aacl cR ic � cao'�i �l s h2 �'� 1C2i1 ccX House Number Street Hamlet County Tax Map No. 1000 Section 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 VU, ' b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, 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 I Zo . Depth Height Number of Stories 2. 9. Size of lot: Front , '5(0 • L 3 Rear 3 "0 Depth 3 1z- �l SS o >1 &1,1 S u►� I Y w 10. Date of Purchase Name of Former Owner _ v�c A ewc- �,nc_ 11. Zone or use district in which premises are situated �L- )Zo 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO u 13. Will lot be re-graded? YES NO Will excess fill be removed fromppremises?YES NO a t7a f Z 3 We5+ (>-er c(d D rw�o (0 0�0 14.Names of Owner of premises 1' r dress AAcwyC,P�t-t 6F-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_7C * 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. %�CLVZA 18.Are there any covenants and restrictions with respect to this property? * YES NOC p�p * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF (I� c C,-a C (/ I O 6 ✓'� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Con r 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. Sworn Iefore me this ''�7 day of NoUEMG€.�-_ 20 /l Notary Public Signature of Applicant MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4982528 Qualified in Suffolk County Commission Expires June 3, o Town of Southold Erosion, Sedimentation & Storm-Water r Run-off ASSESSMENT FOR M o� PROPERTY LOCATION: S.C,T.M.N: THE FOLLOWING ACTIONS MAY REQUIRE THR SUBMISSION OFk LL STORM-WATER GRQDI :11, DRA 1 4Al# 11,11Np EEtOSION OO TRO IAN Dislricl Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL NTH 5TAT19 OF NEWYORK. r Item Number, (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yea No— '( Will this Project Retain All Storm-Wafer Run-Off Generated by a Two(2")Inch Rainfall on Site? (This Item will Include all run-off created by site clearing and/or construction activities as well as all Slte Improvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatetFlowl — 3 Will lhis.Ptojecl Require any Land Filling,Grading or Excavation where there Is a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will 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 Site? ElIs this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ElY One Hundred(100')of Horizontal Distance? I` 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off d Into and/or in the direction of a Town right-of--way? I� $ Will(his Project Require the Placemen(of Material,Removal of Vegetation and/or the Construction of ❑ X any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation wiflhin(he One Hundred(100)Year Floodplain of any Watercourse? El NOTE: If Any Answer to Questions One through Nine is Answered with a Check Marie in the Box, a Storm-Water,Grading, --— Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit[ —————— _ EXEMPTION: Yes No Does this project meet(lie minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! NMI 1ORK, COUNTY OF'. ..... . 1 ................SS iI � lnn�. . . That I, .... l�f Gc.A...C..(!l!l.o.c .......... being duly shorn,dCi)UJCS and SlyS that I1P/Slie.1S die Flpl)11Cant for Pelllilt, (Name of individual signing Document) Arid dial I>eislle.is (Jie .. .......... ..... ......................................... ......................... ...................................... (owne, onlractor,Agent,Corporate OiGcer,etc.) Owner and/or representative of die Owner of Omier's,and is duly audiorized to perform or have performed the said work and to make and file dljs application; that all statenients contained in this application are Gue to the best of lus lulowledge and belief;and that die work will be performed in die manner set forth in die application filed herml�lh. Sworn to before me this; ............................................... day of...... ........ M ............ ,20.,.,,/ v Notary Public: .................:.`. .........L....,......,....... ...... MARGARET C. RUTKOWSKI (Signature of Applicant '8'ato of NeW York FORM - 06/07 No.'Z9 2528 Qualified in Suffolk County Commission Expires June 3, Town Hall Annex g�g: XI Telephone(631)765-1802 54375 Main Road cis pax(631)765- 5Q2 P.O.Box 1179 G roger.richert( own.soutfiold.ny.us Southold,NY 11971-0959 OUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOL D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - QM0,5 T S�� 1 `� Date: 3ba I Company Name: 7, 5 S �C Name: License No.: m Address: 1 DEGS AJY 026M Phone No.. JOBSITE INFORMATION: (*Indicates required information) *Name: 'a7 *Address: *Cross Street: *Phone No.: ?j Permit No.: Q Tax Map District: 1000 Section: Block: oZ Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ou,y kDuS (Please Circle All That Apply) *Is job ready for inspection: YES /00 Rough In Final *Do you need a Temp Certificate: QD/ NO Temp Information.(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters -Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION J� v t , � S 82-Request for Inspection Form �) 9 Paul D. Burke Architect A.I.A. N.C.A.R.B. NOV 16 2011 �Goz O MAl,,,, BLDG.DEPT. TOWN OF SOUTHOLD �`� �fl ,'f � Ivor -5l4ti1!'NC? T-� t��UllluC�j. �1'z- 77it 106Y AE5tmt e-C 4W 4e-,,,5ufzrf- lam* YbLj A�jp Tij�v �OuT*nj? ftiLoloer r.,eP7IrPT"S-Q7- Tom' TW �L#Vd5p -htU Z04C SUT Z)F ©dry rxc�y as 035036 P pF N��p 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 f i March 22, 2012 Mr. Gary Fish " Town of Southold, Building Department P. O. Box 1179 Southold,NY 11971-0959 Concerning: Permit#BP36844 Dear Mr. Fish, Please find enclosed the foundation location survey for the new Robert Hoey house project on Fishers Island. Sincerely, � :MAR ► � J � 7 0 2012Thomas J. Shillo LDG.DtPT.N OF SOUTHOLD PATRICIA C. MOORE rr I�' Y�LEEI -Attorney at Law 51020 Main Road 25 2014 L Southold, New York 11971 Tel: (631) 765-4330 Fi.OG. DtPT. Fax: (631) 765-4643 TO.!P�IOFGOiJTF10LD www.mooreatlys.com email: pcmoorenmoorea s.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, f' Ptricia o0 By Betsy Pe 1 , LA by encls. pF SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 �4UNT1,� 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'- 4-/1ectdcal Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37914 - New Dwelling B. P � 36g � BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: '_ (� Date Reviewed: Applicant: �GZ'y � -� Owner: Architectl£nginrer- �"" `"� '� Estimated Cost:AqL SCTM# 1000 — 'L — Subdivision: Zone: �"'� 10 Conforming? -1V0 Property Address: °'' �. City: pre COs? Building Permits (Open/Expired): BP — -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y or N Determination: -SToR.M r.*MK&;_.RUtJ o,FF: REQ. Lot Size: a°" ACT. Lot Size:(-rk�'t ?Wt-1o6.7REQ. Lot Cov. a o`7o ACT.- I ot: ov. REQ. Front 60 ACT. Front Or*-- RE Side &'1-0 ACT. Side o-k REQ. Rear " 7.S PROP. Rear a,,t REQ. Height. 3 5 ACT..'Height 6 R E cR, 8*TH SI DES `t`s A C T O X Project Des criptionA2_Aa—,4: ` a t d l M o tee_ 5-?!, - Waterfrontly. Y ova-axc� If yes, water body: Panel# .Flood Zone: B'u khead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLAM S (q) SIGNED, SEALED K_ SuP/VEY oR SITE PI-AN d Suffolk County Health: Y or N- If yes, *Bed#: to *Date: I /6/0 *Permit#": "'�9 Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRF-DEC9/1/75 Y or/1V/- Date: —/—/ Permit#: or NJ Letter— Notes: Southold Trustees: Y or0- Date: Permit#:. or NJ Letter_Notes: Southold ZBA: Y of Date: / / Permit#: —Notes: Southold Planning: Y crg- Bate: '"/ /_ Permit#: —Notes: Town Landmark C of A: Y o&TE: / / *NYS CODE-�ompliance(page 2): Y or N CaNTR T'oR 1,1cGN5E .054J3ILITY L1/tB11,1Ty k1VC1V. COMPI nWs4T/oW — Notes: A204& I Fee Structure: Calculation: Foundation: Jr$ SF 7 717 X $ 4 =$3 17 7 , 6 o First Floor: 3 A !J D SF + Initial Fee: $ d r 00 Second Floor: �L,�, O 1 SF +Additional Fee ( : $ Other: SF SF X$ , =$ Total: 7579 SF +Initial Fee: $ T� + Additional Fee ( ): $ C of © FEE) 45o , 00 As B t1 I L T FEE , —, TOTAL: $ 3 31 q, 60 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load;2'0 Wind Speed: IZOMPH Seismic 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 1 HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N wINDOW AND DOOR SCHEDULE: �MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRES S: Y/N ____PLUMBING RIS ER D IAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N - 'TRUSS DESIGN: Y/N CERTIFICATION: Y/N ..ENERGY CALCS:©/N (RES CIf EC K) 2-e I n TOTAL-CO MPLIENCE? Y/N (RETURN TO PAGE ONE) w,f •� m m brn bp a y b t> W 8 SITE , =9 20-9 r'n 8 1 N/F THE HENRY L. FERGUSON MUSEUM, VACANT LAND Q nF SOUiN ------_ °�• 02 / mm stzets7 � / M TRCA0URE FOND U.O i•4 (FOUND) NE uND� NATHAN EN/SNNT AMAND 54 v (BLOCK 20 I LOT B) _ pp,, tq � �i'' F� LOCATION MAP SCALE 1"=400' VACANT LAND I F�e•C. .L. L L�^ �� vp TREASURE MCRE5TONE MOT FOUND) "� \ r ��20 1.)PLAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND,N.Y.SCALE 1- ti,4�ai. 100 FT.CHANDLER k PALMER.ENCR'S NORWICH,CONN.SEPT.1953. PROX LOGTION :k y UDUREs AND ,- 2)SURVEY MAP PROPERTYTO BE CONVEYED TO ROBERT J.HOEY&MARGARET �Fy "ATER 5°iV1cE— I \ H.HOEY TREASURE POND ROAD FISHERS ISLAND,NEW YORK OATS AUGUST 24. ELECTRIC SERVICE / Wq� 2DID SCALE: 1'-50'SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING LAND h METER , r _ f `I SURVEYING h ARCHITECTURE,PLLC.PROJECT/2010820. • i GRAVEL \\/^` i S , DRIVE 1 (Q HE•0RY WELL t HE THIS SURVEY WAS PRE FOR THE PARTIES AND PURPOSE INDICATED U •jc f, ; -�-�- __---^.� � j HEREON.ANY EXTENSION OFF THE USE BEYOND THE PURPOSE AGREED TO O� a \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE j=Y C/D I ! ENGAGEMENT. U 5 1 06 I op g Z `' - .-. pOR Nf0 2.)R IS A VIOUTION OF THE STATE EDUCATION UW FOR ANY PERSON,UNLESS __'m Z O_ A�f- H CNN UNDERATHE DIRECTION OF A LICENSED LAND SURVEYOR.TD ALTER AN w o ..!� MOY. USE FOUNDATION 5df-T Y LOCatED MARCH 16,2012 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S U S U O- r „i RE510ENCE�ar. c / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF j W 1500 GAL O --_- µ.,me _ j THE LAND SURVEYOR 1n¢ L O O SEPTIC TANK ' O_ Z Tn \ 1 J i 4J COORDINATE DISTANCES ARE MEASURED FROM US.COAST AND GEODETIC W 0'W WELL B "� PATIO @ / SURVEY TRIANGULATION STATION'CHOCOMOUNT 2' m 0:W c3 `� PROPANE TANK M�� J 1 }s a ` L A$i 5.)SITE IS IN THE TOWN OF SOUTMOLD,COUNTY OF SUFiOLK TAX MAP 1000, r` a SECTION 08.BLOCK 2,LOT 4. � = Z f \ 8.)TOTAL AREA-2.45f ACRES. 1 DRY WELL / /i� 7.)OWNER:J.k MARCIIRET H.HOEY i 123 WEST 640P MANCHESTER,LT OuE l DRY WLL 4 ME 8-9797 RE3TONe (FOUND) k O/ � 5 i 2V RIGHT OF WAY f FOR EASY ANDUTILITI N N/F \ Z FL JANE F. GENIESSE SEPTIC SYSTEM LOCATION DATA - (BLOCK 20 - LOT 10A) �• R s � In VACANT LAND ?SO,�\ DISTANCE DISTANCE s��?�\ NIF FROM FROM > � CYNTH14 C. SAINT AMAND POINT I HOUSE HOUSE DESCRIPTION W CORNER CORNER SINGLE FAMILY RESIDENCE "A7 m o \ \ MUNICIPAL WATER t 54.0' 43.0' TANK INLET COVER (—y-_- ON SITE SEPTIC.SYSTEM 4 2 60.5' 44.7' TANK OURET COVER tF L,,, �;,._.., i'.s;`i:' rkLTH SERVICES \ 3 58.0' 47.0' D—BOX Ft ` raJ 9gY®��®® 4 74.0' 61.0' LEACHING POOL r' R y k\ \ 5 78.0• 73.0' LEACHING POOL i� I •'•''��"^ 6 1 62.0' 1 59.0' 1 LEACHING POOL Q I FEB 6 RESIDENCE - Date ss:;zge diS Cs•al ale 4L Supply€ac!!':Ues�,r ..__ .� a'a;e 8 75' 0 40 i O] > rc F d vu . w o Q f:uVO bL'Qf3 51419M �I9cllr of wr I .r G 1T15FS,?Ct'd OP,dIOT cOsti8ed b 1''tS" ! wut9ss /J \ } J.E�p Y Department or Oth e� ellcies and found to M. „ a f be satisfac4ory E®Ft A AAAXB611�UytA /1 ' NOT FO NDJ p Q U W 4I ! / N/F NOW OR FORMERLY BE r [+ �`. LL)�I,CIY{7. M NAIL SET C/o CLEAN OUT AT GRADE DATE:m 12/12/2013 ° t C°� �. Q SCALE: 1' = 60' Walter J.Hilbert, P. pUAGRD CONTROL ONED CADATETION Office Of Wasiewater MaRa0errient Cl GROUP REVIEWED DATE 3o 15 D 30 SHEET rnAPToc snuE IN FEET 1 OF 1 srraci,n+AL MdRfC,UW1 Generated 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: Compliance: trade-off Compliance:13.4%.Better Than Code Maximum UA:791 Your UA:685 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling:Flat or Scissor Truss 2340 38.0 0.0 70 Wall:Wood Frame,16in.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,16in.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,16in.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 GITIVN PORTION 19-2 19-2 N 19-3 3-2-13 N M 18-15 19-4 D - J N 'C 18-14 , 00 co pl 19-5 co� � C 20-1 r l � m N V 0.� 20-2 a d i 15-10 01 RAFFGRTY W � aJ o CD 20-8 20-7 �"I Ls! I (V SAINT AMAND Wa (U O MUSEUM 1� LAND TRUST Ir 20-3 � w V 20-4 oo v 1 —A 0 o 20-8 •1 U Z -- 0 o xo� IDDLC RE POND nG `«}i" SAINT AMAND (� N FARMS FOND/ ' / S � 20-11 20-10A 's: J 4i 03 20-toe / O 20-1IA W) m � N/F THE HENRY L. FERGUSON MUSEUM, INC. OP __--_ cllocoMouNT, LLc VACANT LAND S1261.57 / / � W 1568.. MUSEUM ' ;TREASURE E A S U R E F O N D LAND TRUST MERE5TONE WN F (FOUND) p Q) NATHAN E: HINT AMAND y A, (BLOCK 20 - LOT 8) Ln LOCATION MAP � SCALE 1 =400 / / / o ,' ' VACAINT LAND / le Ile 0111 tT ♦ { L.) f 60. 0` 1,. TREASURE 1 ✓ f1 MERE5TONE - (NOT FOUND) BENCHMARK IRON # MAPRED ELEVATION = 66.95 1.) PLAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND, N.Y. SCALE 1 100 FT. CHANDLER & PALMER, ENGR'S NORWICH, CONN. SEPT. 1953. MAR 2 6 2012 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT J. HOEY & MARGAR H. HOEY TREASURE POND ROAD FISHERS ISLAND, NEW YORK DATE: AUGUST 24 DG.DEPT. 0c,9� 1 �� 2010 SCALE: 1 =50 SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND TOW Of SOUTHOLD SURVEYING & ARCHITECTURE, PLLC, PROJECT #2010820. NOTES old O \� 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED N X HOUSE FOUNDATION HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO W O LOCATED MARCH 16, 2012 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ) = U ENGAGEMENT. � J 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS N u- r m z z. ,,:;,>,,- �,, •_,, ACTING 'UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 0 W p k ; Q • O ; BENCHMARK IRON R00 ,'115M . 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS (> ELEVATION = 62.63' ` I.r•, I a :; .<<•! ' .+, g r t 4 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF O W N L ;;� �§eMu �' r• a` G r• at;atiR i i THE LAND SURVEYOR. J 0-' ♦~ / Ld cr 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC z W a W \ � '1� � SURVEY TRIANGULATION STATION CHOCOMOUNT 2 LL O Qix LL 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, id!p < ,7 SECTION 08 BLOCK 2 LOT 4. �/ Q p�' "t7•, ,f%J: i "'x` i': / 6.) TOTAL AREA - 2.45f ACRES. 7.) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 8.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY COMPANY. 9.) OWNER: MERESTONE FOB, ,� ) J�v ROBERT J. & MARGARET H. HOEY (FOUND) \ 123 WEST GERALD DRIVE �O,e. S ��/ MANCHESTER, CT 06040 860,: 646-9797 ?n- �, A yTO 25' RIGHT OF WAY i N zo FOR DRIVEWAY AND UTILITIES Z N/F \All ` �o`r'� JANE F. GENIESSE tiso, �. a hti �' rn (BLOCK 20 — LOT 1OA) VACANT LAND 0.\ �� > �2 o° N/F uj CYNTHIA C. SAINT AMAND SINGLE FAMILY RESIDENCE a MUNICIPAL WATER \ ON SITE SEPTIC SYSTEM Q o w 0 O to cn o \` 25' x 40' m o I I m � I N 0 0 0 _-j S1692.55 Fj RIGHT OF WAY -' z z z Y W 1419. 9 l FAQ MERESTONE w o w � = o (NOT FOUND) N/F NOW OR FORMERLY O_ m o 0 0 0 u- NAIL SET 3 DATE: 003/20/2012 SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE 30 PROJECT MANAGER N� 'R 'soIa� 1 OF 1 SURVEY NCO 60 30 0 GRAPHIC SCALE IN FEET ENVIRONMENTAL CIVIL STRUCTURAL i ARCHITECTURAL • PORTION PORTION 19-3 3-2-13 19-2 19-2 N 04 10 -6° / KN©CKOUT INLET AND 19�-4 04 OUTLET OPENINGS 15-" � 00 c � o0 • - ao 'rn 1 C RIBS INSIIIE ' 20"1 c d d / = 20-2 j O 00 2c,N/F li, A + + 15-10 THE HENRY L. FERGUSON MUSEUM, INC. O a o co VACANT LANDco RAPPER--Y CO 20-5 20-7 SAINT AMAND a V to O S1261.57 CAST j MUSEUM i 1 (AND TRUST W156 .5 / CONICRETE COVERS LOCKING CASTING 20-3 V U •rl T��/� - / MERESTONE N F 2D-, .sC / O /� (FOUND) / TO GRADE PROPOSED GRADE 0 4_4 O p NATHAN E. SAINT AMAND �1 P / PLAN zo-a 0 >, O BLOCK 20 — LOT 8) •� U Z o ENDCAP TYPE IDDI.�`t E P N it; - a�D R ','•d. ,;` SAINT AMAND U tGn �'• / ,/ VACANT LAND COVER LOCKING CASTINGL rARMS "'' LEVELING DEVICES i „L,.ah:r ,',k,,.•. � y t1 ,0� TO GRADE TO GRADE A I�ONC� x..SITE 14, ,F w )A. m::' / `O �i' i IF DROP 'T' ED GRADE MIN. a' r c 20-11 ? .`!20-�1•:,, !.: ?� c N }z �1 �i' / IS USED FINIISi 1 zo-�oA a m cP i 2" MIN. ABOVE INLET a. / ;::rr:a,,;,;.:,:,;•(rF;', tip J P i M CHIMNEY OUTLET INVERT 2" MIN. P � ,� 6p. 4 x 4 12.6/12.6 A. WI E MESH `' 6j r P i „ :s X 20 6 x 6 6/6 G WIRE MESH 0 rr ll c ra 20" 6,• / V min. m n. "t, U 20-t09 N INLET BAFFLE REQUIRED 20-11A �� 3" \r-NT1e 3" VENT-f OUTLET IF INLET PITCH EXCEEDS i TREASURE 1 ,-' �� /�i LIQUID LEVEL 1 1/2" PER FOOT _66` / = I 4 OUTLET 1 1350't MERESTONE I CONTINUOUS HOT BAFFLE CNOcoMourrl, LLC `68` _i i y� ASPHALT SEAL LINED WITH = TYPICAL DISTRIBUTION BOX TO MAIN EAST (NOT FOUND) �" /� ss 'n I 1/s" Pvc ' END ROAD A0 �a y S62'Q� �r 4" SCHEOUI_E #40 60• GAS I NOT TO SCALE / 70- � ' /— h 3 63Op I INLET BAfFF_E 1 DEFLECTOR C. MUSEUM cr 1-'` 5 oaK —72—' / 9??0, F ✓ T R !:' A 5 U R E POND LAND rRusr BENCHMARK IRON ROD �74 - — Buses — �' l �� '`, ELEVATION ss.s5 -- J ) • + C RR�/ sow 3" LOCATION MAP SCALE 1 " 400' V - �' a �74� - � / GROSS SECTION \! �O lit 3 CHEhRY' PROVID � s�, '- RECEIVED vq�•�� 6'� — MAPLE / WATER SERVICE `/ _ ' osl' �2-- / I ( PROVIDE \ \, r — 1500 GALLON( — 2 COMPARTMENT O ; l,y 6'-- UNDERGROUND J ,————— SEPTIC TANK �= 0 PROVIDE OISTRIBLMON R ' �� i ��+\ \54 t`OT TO SCALE ` " �Ppo►t STq BOX AND 3 LEACHING\ � I ' ' �'� \ �G�/ f � � �� i TEST, HOLE DATA SU=F.CO. HEALTI•i CERVICES `t` ul � � J �� /� ` 1 � BY: R. STROUSE. P,E.LS. 08/03/10 ®��ICE®r VIIR�S"i��JPw�EI�i IS1E�i�°T. � � 0 -1� TOPSOIL PINE-`'-..S' RYA x 68.5 ' ® 6 0�1� , � -____`_ 6/ N, 1 1 FOOTING Buses � 12 -32� SANDY SUBSOIL I 32 -17 SANDY TILL W/FINES-SM DRAIN �' aloniiOS i0 NMQ9 U� , / 5 -0" Unified Soils Classification (USC) System (from ASTM D-2487) '1d3U•9a18 .��` \� CHERR C J �� '' I PROVIDE A CONTINUOUS LINE I Major Division: Coarse-Grained Soils, Sands with Fines 1 $ _ �► PROPOSED OF SILT FENCE AND MAINTAIN Group Symbol: SM Silty Sands, Sand and Silt mixtures 1 GRAVEL CHER MAPLE 1 ` ' \1 ORNEYVAY / I x''a', '''''` 'r '= r';i�r, THROUGHOUT CONSTRUCTION } NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loo 9 AO ) g. t OD p p cc�^ IRON R ( � � J "'`' ' �� ' I� `; �""�� N � ❑❑ ❑❑❑ ❑� I SYSTEM DESIGN FOR S BEDROO�A RESIDENCE SEPTIC., - a BENCHMARK < � �� o � / .. �,;,,. r ; - ❑❑ ❑❑❑ ❑❑ ELEVATION >�' i ��.o 1 I kl !r'i.. I+` z'�r�;r:, :30 ❑❑❑ ❑❑ / 1 f.� I�+�'''i` !, �r / PROVIDE 1500 GALLON SEPTIC TANK ❑❑ pp ❑❑ PROVIDE 1 DISTRIBUTION BOX ' ,,!'�, r / J PROVIDE 3 - 6 6 X 6'5 LEACHING POOLS (SEE DETAIL) LIMITS 1aY`risty,, R / CLEARING ( .rtr;,' �:T:r J', �':,; .,;.;,y,,tf,p;I+l,r;I, �,"� i O❑0 =0 = 0� M INVERT ELEVATIONS- 1 x 67.5 :f PROPOSED DRY WELL (4)I \ HOUSE OUTLET-64.1 \50X EXPANSION \ -I I,'" !. ROOF.LEADERS 6" `� SEPTIC TANK INLET-63.0 W SEE // ��// SEPTIC TANK .OUTLET-62.5 O „Y DBOX INLET-62,25 J V a Q AREA "''' ` 4+r'"Ic',''ba'">� CHERR / 6 PROVIDE A 10 DBOX OUTLET-62.08 �62 1500 GALLON 1ut,r` r a. 'Yi tl, BOULDER w/ / ` O/ / LEACHING POOLS INLET-61.9 N Y Z 15" SEPTIC TAIVK o � � � �- � LEACHING POOL DETAIL z � O W �o \ \APLE�_ \, 1 % NOT TO SCALE MAP 2EFERENCES g = Y 0 Q .1.) P:_AN MADE FOR DUNCAN EL.LSWORTH FISHERS ISLAND, N.Y. SCALE 1" _ �L 100 FI:"CHANDLER & PALMER, ENGR'S NORWICH, CONN. SEPT. 1953. m Z W' MfRE5TONE FOc a / )S, i / LLJ SILT FENCE H.) SURVEY MAP HOEY TREASUREROPERTY TO POND ROAD BE CONVEYED ISLAND, NEWERORK DAOTE: AUGUST A24,T Q. W O Z (FOUND) F O ^^• / O o: Q 2010 SCALE: 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND -� Q O WOVEN WIRE FENCE (MIN. 14 SURVEYING & ARCHITECTURE, PLLC, PROJECT #2010820. W W N CyT / r GAUGE W/ MAX. 6 MESH Q L.._ O - I„I""I x 58. j / SPACING) a Z (� LLJ 25' RIGHT OF WAY ' 10' Mom' CENTER TO POSTS( DR VENN. GTMIN FENCE6" 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED W V d 3 O FOR DRIVEWAY AND CENTER INTO GROUND HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO M Lv - 0 UTILITIES BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q ENGAGEMENT. O O U NIF \ \ ^, '`� N F THE T EDUCATION W FOR ANY PERSON UNLESS JANE F. GENIESSE 'I'Sp, h � II 2.) IT IS A VIOLATION 0 E STATE EDUC 0 LA � (BLOCK 20 — LOT 1 DA1 I ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN I- ' l VACANT LAND / \ � s�3� ITEM IN ANY WAY. �S R' .o° N/F I AqL �D 2�E` •'tip/ SAINT AMAND I I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S' 9 / CYNTHIA C. /\ I HEIGHT OF SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF oprG \ SINGLE (FAMILY RESIDENCE \\ \�j/�\j \\\ (I FILTER = 16" MIN, THE LAND SURVEYOR. F� MUM IPAL WATER q� ON SITE! SEPTIC SYSTEM ^��/\\/\/ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC r //\\ EMBED FILTER SURVEY TRIANGULATION STATION "CHOCOMOUNT 2„ CLOTH A MIN. OF \ \ P 6" IN GROUND 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 08, BLOCK 2, LOT 4. �`\ \ 6•) TOTAL AREA = 2.45f ACRES. nauwr:F CAL GULATIONS \ V V jI ROOF AREA = 2500 SF 7.) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 � o REQUIRED = 2500 SF X 1.0 X 2/12 = 417 CF Z 417 CF / 28.27 CF/VF = 14.75 VF ?s \ 8.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY ROOF LEADER USE FOUR(4) - 6'0 X 4' DEEP DRY WELLS. PROPOSED 6'j, \� WOVEN WIRE FENCE (MIN. 14 COMPANY. I RESIDENCE 1/2 GAUGE W/ MAX. 6" MESH III N { z 9. OWNER: \\ 25' x 40' I SPACING) WITH FILTER CLOTH I ) ROBERT J. & MARGARET H. HOEY - ! O° RIGHT OF WAY 36" MIN, FENCE POST o 123 WEST GERALD DRIVE 6" PVC WYE S1692.55 h ` cv MANCHESTER, CT 06040 OVERFLOW W141 9 ( UNDISTURBED 860-646-9797 w ! ", FLOW GROUND MERE5TONE ? TO LENGTHY (NOTFOUND) IL I MIN, 6" SOIL COVER OVER DRYWELL BLOCKS AND CATCH j COMPACTED SOIL BASIN GRATE TO GRADE // \�� d 2.(rj 7� 1 (NEENAH R-2525-F) OR EQUAL �/ EMBED FILTER CLOTH /� /. = w �\��\fir, coo � O FILTER FABRIC A MIN. 0 6 GROUND G z I I � ° • / i I F 90' BEND O OO D O 0 / m o O o o SECTION VIEW a 6" SDR 35 PV/C ° ° O O O OO m SuFFOLK COUNTY C�EPARTMENT OF HEALTH SEiRI110E5 ~ v, SLOPE AS REQUIRED CONSTRUCTION SPECIFICATIONS — 50 — — EXISTING coNTouRs a o � w °p m OO 0 0 0 // N/F FERMI r FD.F A PRO4'AL OF CON1 s'"^il:,?10:d§=±t"iR 1" STONE OR ® OO O O O r -C. �A x 50.5 EXISTING SPOT GRADE ELEVATION p 0 'SCREENED GRAVEL CHOCOMOUNT, LLC SI*GLE '.�.Ji:$ R'TS � ��. ONLY o vi o 0 I / -�- PROPOSED CONTOURS o � o 0 1' 6' 1' SINGLE FAMILY RESIDENCE ! 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE x 50.5 PROPOSED SPOT GRADE ELEVATION MUNICIPAL WATER TIES OR STAPLES, POSTS SHALL BE STEEL EITHER 'T OR U TYPE OR m o m o N f $, / ppTE Q 11�11 I-j, , RE? . fit?. 10 � I(�y,�J HARDWOOD. G.T.D. GRADE TO DRAIN 0 p STORM WATER DRYWEI II_ _DETAIL ON SITE SEPTIC SYSTEM -,��-E w NOT To SCALE APPROyCC1 L'vl� ' _�_.-- -- 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES w z z z Y `` I EXISTING TREELINE Y o o �' SPACED EVERY 24 AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, o o in < w c0 w / FOt? Pr1AKIMUt�t'3F-,� 3wti1:�0 ., 6" MAXIMUM MESH OPENING. Of m o o � � IJ EXPIRES THREE 1°E�1F��+ F �.•��'��0'r/'�$P1SI��a�I.. LIMITS OF CLEARING 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE DATE: JULY 12, 2011 OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER BUILDING SETBACK LINE FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED EQUIVALENT• i I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL � - -TH TEST HOLE SCALE: 1 " = 30' 4, PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED _ AND CONSTRUCTION OF SUBSURFACE SEWAGE EQUIVALENT. u PROPOSED BURIED UTILITIES DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE CONDITIONS SET FORTH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN QUALITY CONTROL CERTIFICATION THEREIN AND ON THE PERMIT TO CONSTRUCT. "BULGES" DEVELOP IN THE SILT FENCE• GROUP REVIEWED DATE 30' 15' 0 30' SHEET PROJECT MANAGER • f SURVEY •I APPLICANT i GRAPHIC SCALE IN FEET OF j ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL i L /. tt►-a Pali to-2 Pill / 10 -6" tM -2 E KNOCKOUT INLET AND OUTLET OPENINGS to-4 Is-is I- c 1 _ t0-t4 N N RIBS IINSIDE ts-s CO 20-1 00 C U o Q� N/F + + 20-2 v a 0- Cat THE HENRY L. FERGUSON MUSEUM, INC. in • VACANT LAND �' / ""'° • o r, CA 51261.57 f� / W N a CO) W1568.5i CAST 20-6 2o-� SAINT AMAND w (~j i MUSEUM / MERESTONE N/F CONCRETE COVERS LOCKING CASTING ^ (FOUND) 2o-s LAND Trust TO GRADE PROPOSED GRADE oP ; NA THAN E. SAINT AMAND 20-4 .,-4 Y A (BLOCK 20 - LOT 8) PLAN __ 20-8 U v Z VACANT LAND ENocAP TYPE o C � �� TO GRADETO GRADE CASTINGr- L LEVEUNc DEVICES _ SAINT AMAND rA U c 4 0 /i IF DROP T POND SITE \4 i' IS U FINISHED GRADE MIN. 4' w° •+• ` �� 6p, CHIMNEY 2' MIN. ABOVE INLET ` 2o-tt 2a-toA 20-9 _ c 7 G 4 x 4 12.6/12.6 A. WI E MESH OUTLET INVERTS 2" MIN. ,1 w a� J ��/ �.' �h v " 6 x 6 6/6 G WIf MESH _�_ °' in. m0 �-6" O /'�� U 42-4 TREASSURE cA �' / � INLET 3'" VENT 3-3" VENTS OUTLET BAFFLE REQUIRED 20-10B � U URE ' /.� / IF INLET PITCH EXCEEDS 20-ttA N M ' ' LIQUID, LEVEL- 1/2" PER FOOT 1350't MERE5TONE �� '�-�� ' r 4 OUTLET r TO MAIN EAST (NOT FOUND) �.•►�'� `58` / " CONTINUOUS HOT BAFFLE ___-_ __ C ,LLC END ROAD - �" -� p \ Se rn ASPHALT SEAL 1/8" PVC / �� ss I uNEo wITH TYPICAL D13TRIBLJTI9N �X ,�_ ► "�70-.-� �. / >? �� ,y �'pB 'd 4" SCHEDULE #40 80. I NOT TO SCALE - , GAS B, / l 39 30 INLET BAFFLE r OAK ._72-� r-- BUSH ??p• el DEFLECTOR MUSEUM BENCHMARK IRON ROD �74-' 1 6" / \ T Ft R A G U Ic a P O N D �D INLIST ELEVATION = 66.95' C Rr / s� '��• �7a MAPLE // "E ` PR0N1D \sue r"_ Ss sECTION LOCATION MAP SCALE 1 =400 Lan) / WATER SERVICE \/ _ 72-- / PRovIbE T - 1500` GALLON - 2 COMPARTMENT _ AR UNDERGROUND J __ SEPTIC TANK y PRONOE DISTRIBUTION / LMEs� 'fs _ BOX AND 3 LEACHING _ �'7` ��` l \ NOT TO SCALE POOLS ------- I Z �� •' �!Y_, -`��'�'� �-�-- � 1 �- �,,,.�-i TEST HALE DATA u _ w / �� BY: R. STROUSE. P.E.L.S. 08/03/10 b � `w 1 OUTLET -_� .� 0 -12 TOPSOIL RUNOFF , -_ w I BUSH " " RETAIN STORM WATER RUNO �� _____ _-- PURSUANT TO CHAPTER 236 �'°'�I�`0 ��` I I t ' DRAIN �i 12 -32 SANDY SUBSOIL 32"-17' SANDY TILL W/FINES-SM Bw `�� PR0P0��- / 5#-0.. Unified Soils Classification (USC) System (from ASTM D-2487) i OF THE TOWN CODE. , 12 HER B. ( ° •� w ► ` = I PROVIDE A CONTINUOUS LNN�IE 1 CHER MAPLE `, GRAVEL i OF SILT FENCE AND MAINTAIN � I Major Division: Coarse-Grained Soils, Sands with Fines i ^ ( l� i pRryAy� TH GHOUT CAN Group Symbol: SM, Silty Sands, Sand and Silt mixtures TH 1 NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loom BENCHMARK IRON ROD ( , - ELEVATION = 62.63' � � C� ` ° �' ° � ; p ,' �` < < � 1 �� tig g� N� 0 ❑ SYSTEM ❑ L� O ❑❑ R / O c___ I l 01 / h Q�f `1 PROVIDE 1500 GALLON SEPTIC TANK \ --�__� / J��i ❑❑ opp❑ PROVIDE 1 DISTRIBUTION BOX CLEARNOF \°� _ ! Doi ❑ ❑O io PROVIDE 3 - 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) APPROVED AS NOTED (� ( x 67.5 PROPOSED ��' Io� p 1 502 EXPANSION DRY WELL (4 J� � � BO oo p� INVERT ELEVATIONS- ' 11 D, O o �� -�` FOR ROOF LEADERS 1YP. „ ; ❑ o o ❑❑ HOUSE OUTLET-64.1 DATE- ~3 B.P.# 4' o ` \ AREA \ SEE DETAIL 6 ' �' rn 34 �� \ "_ / CHER �•� SEPTIC TANK INLET-63.0 FE 6OgY w62/�` PROVIDE A m , o�of ,y L - "�� ;.M1t DBOXCINLET-62.25ET-62.5 I11 t NOTIFY BUILDRNG DEPARTMENT AT �\ ��` 15SE00PIC TANK ,�_ MnPIE BOULDE (�� ^h' :� DBOX OUTLET-62.08 '� V LEACHING POOLS INLET-61.9 O Y Z LEACHING POOH, DETAIL N � Z o w ' 765-1802 8 ANb1 TO 4 PM FOR THE � \ � O FOLLOWING INSPECTIONS: `� �� _ _ �(r �'� ` 1 i NOT TO SCALE MAP RF.F'E_Q��__�_E� 1. FOUNDATIO(�V-TWO REQUIRED �� - 62._ ��0"r a V }- Q I / L w, 58.6 / 1.) PLAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND, N.Y. SCALE 1" - Q O y-,. V FOR POURED CONCRETE / 100 FT. CHANDLER & PALMER, ENGR S NORWICH, CONN. SEPT. 1953. Z 0O _ m W 2. ROUGH-FRAMING,PLUMBING, `� �� l i W / • w = ;.( STRAPPING, ELECTRICAL&CAULKING MERFSTONE _ M � ' 3. INSULATION (FOUND) ,�'�• �s, SILT FENCE 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT J. HOEY & MAR�GARET 4. FINAL-CONSTRUCTION&ELECTRICAL ,p\ �' / H. HOEY TREASURE POND ROAD FISHERS ISLAND, NEW YORK DATE: AUGUST 24, CL LU Z MUST BE COMPLETE FOR C.O. i� WOVEN WIRE FENCE (MIN. 14 2010 SCALE: 1"�50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND OJ Q O g ALL CONSTRUCTION SHALL MEET THE �` x 58. / /� GAUGE W/ MAX. 6" MESH SURVEYING & ARCHITECTURE, PLLC, PROJECT #2010820. W W n= 0 REQUIREMENTS OF THE CODES OF NEW !i- / SPACING) ' O CL Z N DESIGN OR CONSTf UCT ON ERRORSYORK STATE. NOTr RESPONSIBLE . FOR DIRIVEWAY AND C14T OF WAY / i 10. MAX, CF 36" MIN. LENGTH FENCE I Li O w NTER " 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED W 0- S TO C POSTS DRIVEN MIN. 16 ) �� I ENTER INTO GROUND HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO m LU N CL * , COMPLY WITH ALL CODES OF � �ry I BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE (� .� = L✓;.. N/F ENGAGEMENT. 0 NEW YORK STATE & TOWN CODES JANE F. GENIESSE yMy AS REQUIRED BLOCK 20 - LOT 10A ( ) ?p \sso• `yA,�• (I ACTIIT NG UNDER UNDER VIOLATION THE DIRECTIONTHE STATE EDUCATION LAW FOR ANY PERSON, UNLESS I OF A LICENSED LAND SURVEYOR, TO ALTER AN H OLD TOWN ZBA VACANT LAND A �s o� � N�F I) REM IN ANY WAY. SOUTHOLD N!NJG BOARD q�Fo °9• �" �R/ OCCUPANCY OR cYNTHIA C. SAINT AMAND HEIGHT OF 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SINGLE FAMILY RESIDENCE \ \\ \ \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF f SOUTH OVUM TRUS 'I _ °�'2 f w USE I S UNLAWFUL / FILTER = 16 MIN. THE LAND SURVEYOR. q� MUNICIPAL WATER ATE k \ ON SITE SEPTIC SYSTEM ��\,�\r\\ \/ / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC WITHOUT CERTIFICATE �f �\ \ EMBED FILTER w " �j CLOTH A MIN. OF SURVEY TRIANGULATION STATION CHOCOMOUNT 2 6 IN GROUND OF OCCUPANCY o� 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1i000, SECTION 08, BLOCK 2, LOT 4. DRAI CALCULATIONS ROOF AREA = 2500 SF PERSPECTIVE VIEW 6.) TOTAL AREA - 2.45f ACRES. REQUIRED 2500 SF X 1.0 X 2/12 417 CF 7.) BASE FOR ELEVATIONS: APPROXIMATE NGVD 1929 (n o 417 CF / 28.27 CF/VF = 14.75 VF ` Z I 8.) COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY rx PROPOSED ROOF' LEADER USE FOUR(4) - 6-0 X 4' DEEP DRY WELLS. ? If RESIDENCE aj• 1/2 GAUGE WOVEN IRE FENCE MAX. (MIN.MESH (I COMPANY. O WITH SPACING WITH FILTER C I z DO NOl PROCEED 25' x 40' ) LOTH 6' PVC WYE FRAMING UNTIL SURVEY RIGHT of WAY 9.) OWNER: cn OVERFLOW P OF FOUNDATION LOCATION S1692.55 ' ryy� 36" MIN. FENCE POST 123 W T & ALD DRIVE H. HOEY 0 123 WEST GERALD DRIVE s"' PVC CUT HAS 9EEN APPROVED. ,,, UNDISTURBED N MANCHESTER, CT 06040 W Mt=RESTONE FLOW, I GROUND 860-646-9797 LtJ TO LENGTH MIN. 6" SOIL COVER (NOT FOUND) LL' OVER DRYWELL BLOCKS AND CATCH NAIL SET' COMPACTED SOIL\\ \ ? = a BASIN GRATE TO GRADE / \ \ EMBED FILTER CLOTH FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL / \ A MIN. OF 6 IN GROUND .- p "4- 9W* BEND m ® p ® O / 6" SDR 35 PVC •• O 0 O 0 0 � �/ SECTION V_ a SLOPE AS IREQUIRED O ® ® ® O / NSF CONSTRUCTION SPECIFICATIONS _ a o L' W °" O ® O ® O / - 50 - - EXISTING CONTOURS 1 STONE OR p ® po x 50.5 EXISTING SPOT GRADE ELEVATION 0 =SCREENED GRAVEL • / CHOCOMOUNT, IrLC SINGLE FAMILY RESIDENCE --cm- PROPOSED CONTOURS o � 00 00 I, // MUNICIPAL WATER 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE"POSTS WITH WIRE o = m = 0 0 ORMWATER DRYWELL DETAIL 8 TIES OR STAPLES, POSTS SHALL BE STEEL EITHER 'T OR U TYPE OR x 50.5 PROPOSED SPOT GRADE ELEVATION / ON SITE SEPTIC SYSTEM HARDWOOD. NOT TO SCALE m N �. � � Q: N N G.T.D. GRADE TO DRAIN O 0 0 0 J 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES U Z w w U_ // SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, EXISTING TREELINE o o v2i a w 0 w � PLUMBER CERTIFICATION 6" MAXIMUM MESH OPENING. a m o o c=� 0 ELECTRICAL LIMITS OF CLEARING f INSPECTION REWIRED ON LEAD CONTENT BEFORE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 4 CERIIFICATEOFOCCUPANCY OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER BUILDING SETBACK LINE DATE: JULY 12, 2011 FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED EQUIVALENT. SOLDER USED IN WATER I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SUPPLY SYSTEM CAN, AND CONSTRUCTION OF SUBSURFACE SEWAGE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED TM TEST HOLE SCALE: 1 " = 30' c NOT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE EQUIVALENT. U PROPOSED BURIED UTILITIES QUALITY CONTROL CERTIFICATION EXCEED 2110 OF 1/ LEAD. AND WILL ABIDE BY THE CONDITIONS SET FORTH 5. MAINTENANCE SHALL BE PERFORMED D AND MATERIAL REMOVED WHEN t GROUP REVIEWED DATE THEREIN AND ON THE PERMIT TO CONSTRUCT. "BULGES" DEVELOP IN THE SILT FENCE. I PROJECT MANAGER PLUMBING SURVEY ALL PLUMBING WASTE 3D- 15' 0 3D' SHEET ENVIRONMENTAL S NEED APPLICANT GRAPHIC SCALE IN FEET 1 OF 1 I &WATTA LINE CIVIL TESTING BEFORE COVERING ---------------- STRUCTURAL ARCHITECTURAL r i r' W 1568.58 M ��rONE r. f ,' (f-OUND) 5 ' • GAP '•,,' , j TR L� URE ' 35CJ'f MERF--5TONf� To MAIN EAST (NEND ROAD OT FOUND) 6 e ...-..--..."... ."' -~''"�?�J•�-�,. '(1/....'." - .... �a6' it L �^ 9 OAK , , 'BUSH 1 /Y``k..•4 0$ M1 CH R Y 311`,. ,�� CHERRY ' MAPLE CEDARWK 11 LuRy wit CHERRY CHERRY V*t-K vc 1"r1 8 x 64, / 1 �-- MAPLE ,lr / i ' /<<� IAl ��Ep ARC • ' , 91 - Dry -LIMIT ' P' 035035„ (p :LIMI T" Pf. PIA— KIWn CHERRY ; T�OF FF 1010 4 ,> BOULDER \M"AP LE I MERF57"ONE , cLu U (f OUND) ( x .• a � � aC in � v kxlX o a) Q) z L v t-4 or- ?L i-J T cn c Si te-- �I SCALEi a n L1 ,• 20' } L 1 A A5 .......... 9'-10k =3 -6" 1 '-6" 20' tfl4 fly 1Iuol 119 I FT1 I 11 - -- ----------------------------------------------- ---- 1 I ---------------------- — 1 r----------------------- I I I I I I 1 1 1 1 © I I I I I I I I 1 1 I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I cc I I I I 1 1 I I O Scr. P rch © I I I I I —-------- --------------------- ----------=-----------J i L----------------------J L----------------------- -------- ————————— ----------- --- 1I I I I I I I I I I I I I I I I I I I { LivingI ? ; ; i Dining ( TI I I I I I I O 1J I I I I i t I I I I I I I I I I I I 1 1 E I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I 11 A6 ill I I I I I I I I I I ---------J L——————————----------- J L---------------------- I I -------------'---------J L---------- -------- -------- --------------r------- ----------------------� I r----------------------i r---------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f 1 1 I I I I I I I I I I I I I I I I I I I I tm II I I 1 1 I I I I ------------ I I I I I I I I DQ n. J e U I P I Closet B 71 LL O Fo erEL----- ---------- @ Kitchen E A5 An, { 3'-9"— lm' 3'-9" of � I 00 1 116 Patio I N- j 1p 00 i EKED ARC ONVIDi AN eGy/F 1 — Lay. I c * - FO I A5 ` 5 5 O I I 00 0 x,9 035035 Q� I T O ® I O 115 ® F OF N I I L------------ F mil Hall I I U Laundry 1oa 114 I Mud Dn. 110 O N I © ® I Q A A5 ° bench J w m y Y rxQ A Ulf _ c Bath #2 D ❑ a_ > .5 c 0 A6 aQ M � � rINV, D I 113 0 11' 8'-6" 10'-6" 10'-6" 15' 2' , " O i 57 -6 { CD I ® Offic i N I V I to C Ljj o - 100, 3'-90 10' T-g" 5, LL I 22'-6" 11 -Aug-11 B First Floor Plan A5 SCALE: Y4M = 1, Al 1/4' - 1' Al i i A A5 I 9 -i0 3 -6 20 6"Square Columns Porch Lj 4 a � O o © M. BATH MASTER BEDROOM BEDROOM #1 © `� r— — — — — — o — — — — — — — — — _ —� E E A6 I _ A6 I o zoto 08 ALL Dn. 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NARiBwrMA?MMr06,ASwexl�Mi��w,r.vpwwrrrirwWlp�w ? �� ' \�Aloo Al SCALD 1— A9 ---------- ------ --- — - DOOR SCHEDULE WIN 01111 SCHEDULE ROOM FINISH SCHEDULE NO. SIZE MATERIAL TYPE HA DWARF REMARKS ID MANUFACTURER;MODEL R.O. x H QUANTITY REMARKS FIRST FLOOR Pella 3347 DH 2'9-3m,x T 11-3141' 3 Room Floor Wails Ceiling Crown Base Wainscot Remarks 101 3'0"x 6'8"x 13I4" C Ke ed Ent Custom 2 Pane!Mah on w/16"Wide Sidelights S Pella 3753 2 DH 6'2-3/4"x 4'5-3/4" 3 Living Wood Plaster board Plaster Ed." 4"Crown Wood Wood Panel Decorative beams 102 2 T 0"x V 8"x 1-3/4" Wood/Clad B Pella Exterior Pella 7282 Patio Door w/7225 Transom Dining Wood Piaster board Plaster Ed.* 4"Crown Wood Wood Panel Decorative beams C Pella 3353-2 DH 5'6-3/4"x 4'S-3/4" 2 Foyer Wood Plaster board Plaster Bd. 6"Crown Wood Wood Panel 103 3'0"x 6'8"x 1-3/4" Wood Exterior Custom Screen Door D Pella 2965-2 Dh Cottage 4'10-314"x 5'5-31N, 1 KAchen Wood Piaster board Plaster Bd. 5"Crown Wood 104 3'0"x 6'8"x 13/4" Waod/Clad B Pella Exterior Pella 3682 patio Door w/3625 Transom " " Family Wood Plaster board Plaster Ed. 4"Crown Wood Wood Panel Decorative beams 105 3'0",,K 6'8"x 1-3/4" Wood/Clad B Pella Exterior Pella 3682 Patio Door w/3625 Transom F Pella 4771 w/ 3-2 Transom 4,0-314„x 7+,4-3/4 2 Hall Wood Plaster board Plaster Ed. 5"Crown Wood F Pella 2553-41532853 OW 7 7-3/4 x 4 2 Landry Ceramic the Plaster board Plaster Ed. Y Crown Wood 106 2'6"x 6'8"x 1-318" Wood A Closet Masonite 2-Panel G Pella DH 2565 w/2525 Transom 2'1-3/4"x 7'.6.3/4" 4 Lav Ceramic the Piaster board Piaster Ed. 5"Crown Wood Beadboard 107 2'6";K 6'8"x 1-3/8" Wood A Private Masonite 2-Panel H Pella 2559-5959-2559 w/2'1"H Transom 9'1-3/4"x 7'03/4" 1 Bathroom#2 Ceramic the Plaster board Plaster Bd. 5"Crown Wood 108 2'8"x fi 8"x 1-318" Wood A Passe a Masonite 2-Panel Pella 2557-3757-2557 DH w/17"H Transom 7'3�3/4"x 6'2-314", 2 Mudroom Ceramic the Plaster board Plaster Ed. 5"Crown Woad Office Wood Plaster board Plaster Ed. 4"Crown Wood Decorative beams 109 2'6"x 6'W x 1-3/8" Wood A Closet Masonite 2-Panel J Pella 2325 DH Transom 2'1-3/4"x 2'1-3/4" 5 110 3'0"x 6'8"x 1-3/4" Wood D Ke ed Ent Rogue Valle 2862 IG K Pella 3725 DH Transom 3'1-3/4"x 2',1-314" 1 SECOND FLOOR III 2 3'0"x 6'8"x 1-3/4" Wood/Clad A Pella Exterior Pella 7282 Patio Door w/7217 Transom L Pella VG 3765 DH Cotta a 3'1-3/4"x 5'S3/4" 1 8 over 12 Room Floor Walls Ceiling Crown Base Wainscot Remarks M. Bedroom Wood Plasterboard PlasterSd. 4"Crown Wood 112 2'8"x 6'8"x 1-3/8" Wood A Passe a Masonite 2-Panel M Pella 2547-3547 2547'Fixed Casement 7'1-3/4"x 3'11-3/4" 1 M.Bath Ceramic tife Plasterboard Piaster Bd. 4"Crown Wood 113 2'6"x 6'8"x 1-3/8" Wood A Private Masonite 2-Panel N Pella 2953 2 w/2917 Transom 4'10-3/4"x 5'10-314"' 1 M.Closets Wood Plaster board Plaster Ed. Wood 114 2'8"x 6'8"x 1-318" Wood A Passage Masonite 2-Panel t Hall Wood Plaster board Piaster Ed, Wood O Pella 4771 w/Custom Transom 3'11-3/4"x 8'8" 2 See Drawing Bedroom#1 Wood Plasterboard Piaster Bd. Wood 1150.3 '0"x V 8"x 1-314" Wood/Clad B Pella Exterior Pella 72282 Patio Door w/7217 Transom P Pella Custom Fixed w/Custom Transom 6'0"x 8'8" 1 Bath#2 Ceramic tale Plaster board Plaster Bd. Wood i 2 T 0"x 6'8"x 1.314" Wood/Clad B Pella Exterior Pella 7282 Patio Door w/7217 Transom Q Pella 4771 w/Custom Transom 3'11 3/4"x 8'�8" 2 See Drawing Bedroom#2 Wood Plaster board Plaster Ed. Wood V 10"x 1-3/4" Wood/Clad B Pella Exterior Pella 6782 R Pella 2971 DH Cottage 2"5-3/4"x 5'113/4" 2 4 over 1 Guest Bedroom Wood Piaster board Plaster Bd. Wood Guest Bathroom Ceramic the Plaster board Plaster Ed. Wood 118 3'1-1,14"x 6'10 x 1-3/4" Wood/Clad B Pella 3782 Fixed S Pella 3623 Awning 2'11-3/4"x V 11-3/4'" 1 Guest Closet Wood Plaster board Piaster Bd. Wood 119 3'1-1/4"x 6'10 x 1-3/4" Wood/Clad B Pella 3782 Fixed T Pella 4825 Fixed Awning 4'0-3/4"x 2'1-3/4" 1 201 2'8"),,6'8"x 1-3/8" Wood A Private Masonite 2-Panel U Pella VG 4865 DH Cottage 4'0-3/4"x 5'5-3/4" 1 NOTES Pella 2541 Casement w/2517 Transom 2'13/4"x 4' 10-3/4" 1 All wood base [27 2'6"�.6'8"x 1-318" Wood A Private Masonite 2-Panel board to be 1x 6"w/ 2'6"x 6'$"x 13/8" Wood A Pocket Masonite 2-Panel W Pella 3359-2 DH w/3317 Transom 5'6- 14"x 6'4-3/4" 1 1-9/2"base 3'0"x 6'8"x 1-3/4" Wood/Clad B Pella Exterior Pella 7282 Patio Door NOTES moulding 2'6"x;6'8"x 1-3/8" Wood A Closet Masonite 2-Panel Pella AF hitect Series w/Hurrican Shield 2'6"x:6'8"x 13/8" Woad A Closet Masonite 2-Panel Impact resistant insiiating lass 2'8"x 6'8"x 1-3/8" Wood A Private Masonite 2-Panel 2 2'6"x 6'8"x 1778" Wood A Closet Masonite 2-Panel c 209 2'6"x 6'8"x 1-3/8" Wood A lPdvate Masonite 2-Panel 210 2 2'0"x 6'8"x 1-3/8" Wood A Closet Masonite 2-Panel 211 2'6"x 6'8"x 1-3/8" Wood A Closet Masonite 2-Panes 212 2'6"x 6'8"x IZ/—V Wood A Private Masonite 2-Panel 213 2'6"x 6 8"x 1-3/8" Wood A Closet Masonite 2-Panel i i I VkEp A&C D 03503$ 9TF OF N i j U H z d � ui od 'a � Q a � A a (U � Z `zs I 1 d? LJ 0 N � = U- a i A10 1 i j E 1-1 1 I f 1 10"diameter concrete pier on 3'x 3'x 1 1 1`deep concrete footing (typ.) i t + t t I ! I 1 1 t 1 t I 14- ..�• 1 ....i_I.L—.. ... . .+..�� .. .. / ram: L_...,�.�. �. �.+,,....,. ... w .............�. ..+_.r.i.�_l._..+ ( 1 I 1 I t V � l " I,_ I I 11t^^•"' !f. p�1R Y�� .l gy,,�' .g� { '�i M� 10 ---------------- .. ��'� � ..:.a .�;r�,N,t�.".a�,b�'�.:1:�-1�,�?• a4l'�17�,�,.�+�'i"t Swh4l. 10` 1x3'Conc. Pier -- --__----___-_-- ' off I L------------------------------ -------.----__--. »,.,...,.----- a t 1 ; r_»«___...... J I ' _____________________________« ____ 1 .... M4014 L---- ---_- , 1 ! ti. .•. , 4,_ 4___--_-_•+ i ; 6'1 w X 12"deep10 ' beam pocket(typ•) I • 1 10"Conc. block on IZ' - 1 deep cone, footing I I �- " , I ";: � ►► . ` with#4 bars at 1211 on center e.wY �O Foundation vent --- [Unexcavated] 1 • CM 1 % -�-----T.O.W. =-15" ------------------ o 1 I 1 8'-10• 14'-•1" 1 14' / r ► m 3 -9 10 3'-96, s ' u' T.O.W,c:-15" n 1 , ► ► 12"deep •. t ! 1 1 1 + + t r t , r_---_-___r _ I I l r------------- i I beam pocket l I _ I 1 1 1 1 1 12" deep beam l ,I I 1 I ( 1 L_-___--_-_.1 pocket Wj _.._ l + T.O.W. =0" 4"diameter steel column F ;_.,___� \\` , I , 1 \, 1\ .. ._ Ywwuna�r-Yeup�swanxaYwwnwrYe�wYw� x�uw' I 1 42 x42 x12 deep cone. footing 1 I a � .... .. ......• . . .....�_^-,�.� w with 4#4 bars 10"o/c each wayT.O, . =on e► T.O.W. -16f1 -� at bottom of footing (typ.) 4"W x 10"D 40 �D f I concr, shelf 'Iw "4 ; 10"Concr.wall on 10"x 20" �i ; I �\ ERED At? concr.footing with 2-#4 bars at i va [Unexcavatedj ,\� --------------- ____--_-___-« _ y �.•5� pP��@ tii�� top, middle, and bottom J 1 , r.._»------------------------------- 1 + + 1 ----------t ----------710 �J 1 ; ; 5 -5 7 1 6 10 + �,(n�` 035035 ----------------------- -----a 1 t yTF oQ\ --,�--------------------' T.O.W. -o of 1 I 1 . . ... ..........._.., { I 10 M I ; [Unexcavated] I ,r ' u i i i ; i , i ; 10°Col1�r@t8 i i :-� ' 6 wide .12 _ ., L. ___ , , __ block deep beam 6 wlde x 12" ; I Ipocket deep beam 11I ; I _- ____._ _________________________________________. 1 pocket 6"wide x 12" n T.O.W.-8" ---------- 1 deep beam L ; 1 n.f __; �. pocket U ir ---- ---- �- ----------- 1 tL' , ---4 - ; `° _ 9 2"dee I 1 w p -------------- _ 1 I I beam pocket ; I I N __1 r------------ --___.; 4"W X 101, D L----------------------------------- ---- l I � N concr.shelf o U L- -- ------t » i 5 a <t --------- _ _..» ________ ____________ 1 11' - 8'-6" 15'-6" 4'-10' --2' 13' 2' —3'-10'�4'-6" f01 1 12"deep beam pocket 1 1 W j { r w L----------- 4"W x 10"D r---------- ; concr, shelf 0 L_ _--_-- 1 1 __ -- t+7 �0 __.. r_ I ! 1 U. 1 t.l Foundation P{a 8 -Aug--11 IN „1 j. 3'-9• •--• 10'--- 3'_qr 5' .xI S 1 III WACONSTRUCTION l.E. NOTES ROOF CONSTRUCTION NOTES Wall_FraiI Reof Sheothina 1, All exterior walls to be 2x6 16" o%. Roof sheathing shall be not less than finished thickness. ' 10"diameter concrete pier on 3'x V x Wall n h no oaf nailing p �. g(fyp) Wolf sheathing shall be a minimum 7/16 structural panel 1'ilea Correrpte footing " Roof attachment shall be accomplished with minimum Sd nails as L-- --- 1. At the top plate or plates, the sheathing shall extend f rom the follows: 1. In the 4 foot perimeter edge zone along the .edges: 6" o/c r-------, r-------h r___r---, r------_� " /� , , , top of the tap plate ka a minimum of 16 be nil the , 12 I .� _.�� ° 2. To the intermediate supports within the 4 foot perimeter Pd e I ....:c.� •..- •---•--------- . •~ ( ) , , ,,, , stud-to-bottom of the top plate connection. A minimum of 4 nails • g shall be used at each stud fastening, and edge-noised to each plate zone: 6 o/c r 3. Along the able end wall or rake: 4" o/c 4. All other areas: 6" o/c edge-, 12" o/c intermediate. } 12 P T. � ' � i ' i V. i ' i of 6" o/c. g g 2. If the studs are not continuous to the foundation plate such as S2 $ I.T. t 16" 0 'Cet1 er _ _ _ _. _ at on Intermediate floor, the .wall sheathing shall be continuous and All sheathing edges within the 4-foot perimeter edge zone shall be uninterrupted for a distance of 16" beyond from top of bottom wall blocked with 2x3 minimum including the ridge line and soffit/fascia plate to 16"beyond bottom of bottom wall top plate below, with a area. Provisions for ventilation air shalt be maintained. minimum of 4 nails at each stud, and field-nailed at V a/c to Exception: 2 x 3 intermediate blocking can be eliminated provided all floor joist header framing. sheathing is 5/8" nominal tongue and groove structural panels. n..n.�y 1'x 3'Cone. Piet t r �' = --- --- --- - _ "� 3. At the bottom of the well assembly to the foundation sill plate, h w h " e S raos 1 - the all sheathing shall be continuous from a point 16 above the Ridge straps 1-1/4" x 20 gage shall be attached to each pair of -- -_ _-_ ___ _-_ - -- _ _-_. _r -- -- __�____ ., to of the bottom wall plate to the bottom of the foundation sill } , ' I 1 ' _ - _ - - r r I P opposing rafters with 5�-8d nails at each end into the framing 2 '1 PIT. 1 1 ' -- - - --- --' - -- - --- - - -- "' -- - 1 with a minimum of 4 nails at each stud, 6 field nailed and edge member. 9 I �� nailed to the foundation sill plate at 6" o/c, t I - -__ _.a _.. ---- --- ---- --- --------- -------- (3) k �e ass 1XRidge strops are not required j i i L__ 1 i h ar W l when collar ties of nominal 1 x 6 '-'"--" A 4 segment of wall sheathing shall be designated as a shear wall or 2 x 4 lumber ore located within the upper third of the attic at each corner of the structure at each floor, and no more than space and attached to each rafter with 3-10 d rio1s 24' *port along a wall length. The following additional requirements 2. Trusses -without a framed ridge connection. apply. 3. Plywood gussets of equivalent cross section, Y Yw g se sros 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 C C no. look on 1 , , across the hip line with at least 1-8d into on opposite framing ------i- pep ono fboti g a ; Exception: Window openings are allowed no closer than V to corner member, ith by S at 2" providing the length of that shear panel is increased to 8'. t ante e.w All g a/c, and fleld-noised __._ _,_ _._ ..__ •-•.___ 4 J ; ..� i ; at 6" o/c.es shall be blacked and noised at 6" c� _ cv + t N Fo ndat on nt ' '`' ` t ` `- I ' �" ' 3. Studs shall be doubled at each end of the shear wall panel. 1 ' , ' t I # I ..:_ _. (3) X12 VL 4"di met r ste`ei co umn 1 1 - 11 -1 " od l Jois D A�^�� VNVID # 1011 Con wall on 1 "x 011 , 2� e� t cone .fo ing ith 2 #t4 ars t { t , + ;__.____- ^---- a i top, idd ,an Worn r-------------------rr----_.I ----.— _._.... i �'9 U35p15 t 1 � , �O y -. F—.. -.r 1 1 F iVl:� I I t 2 2X12 LVI 1 1 i.---.---- _-------., r------I ! I 1 I (3 2X12 LV`la i �, 1 r t ( _ _ ' I J I ---------------------------------------' .�.r - I I , ' ` I I w _ _X1Q at 1 �_.. ___ —, _ __ .. L---i L------- on ---------------- -- --- - -- --- --- --- - __ -- --- 2X12 LVfl.S L- -- ------------- I 1 `� - -------------•-------------------__-_ � cc 717-1 1 ---J t , -__... .»..; r----_' '------i r—_--- - e.W _�T _ ' 4a I , I , I I 1 1 I 1 I 7t 1 L--------__J 1.------ —___'------------------------ —r___1 L----1 2X12 LVL.B I . I l , I iD I ' `s t 1 I ' D UJ LL L----------,�' + _�---------_� Qom. i �_..------------------------J I ----------------- _------_-__� -.. . ! i � 8- Aug-1 1 I i 1EirstP I First floorfrarnin to be 11- %" Fr 9 SCALD A" = �� s2 3/16" 1' 'Wood I-Joists unless mated differently. 1 j I i Y ' 1 1 M +11 � • 1 1 Lu I , ELECTRICAL SCHEDULE - i +•r" r . 1 � RECEPTACLE I ® RECEPTACLE (FLOOR) 1 • :C�WP RECEPTACLE (WEATHERPROOF) --- ,_. -_ SNP' RECEPTACLE (DIRECT WIRE) 4„ .. - SWITCH, SWITCH (DIMMER) SWITCH (3-WAY>, SWITCH (3-WAY ' # DIMMER) RECESSED CEILING LIGHT ! I qa 1 i Fp t , •, 1 1 1 t I t t I EXHAUST FAN WITH LIGHT , t , i_ __ ._ .. .� i _ .. .._ ; i OVERHEAD GARAGE DOOR . .. ,- _ _____._. �.__________ I._______-- a , �..__.________ -•-.� r.._.._.. � PENDANT LIGHT t l 1 : f .• r r l - � WALL SCONCE 1 : ' ' •� `� UNDERCABINET LIGHT DOOR BELL j I f t l 1 , / + 1 1 1 • -------- 't__ ____.__ ,_. .._,. _; i __.. ..__ i. I � 'i ----------- -------- i i_____,. _____ I� CO-AX JACK ------------- CAT 5 JACK i i i i i it I 1 � '• s l wr s + s + Do rl Dn. Up *F, Ell 1/4* f El • ,. i'r r,k � ,. �AED ARC 00 All. 035036 NEv� i ..._ I 1 F -- ....... .....E 1 .._, .�.�... _. co ,�Llho I � , �I _.r ` 4 n. LIE ' 61A Up— z T LU m Ali 0. S-Aug--11 i SCALE! A = 1' 1 s loar fec 'cad Roo w Y r Li HC===A -A-L } CDO DO D n, op ' �j P. • • ',Cat � "� 035035 13 I 4i.T i I S ' � w A IAR U-j to W «C W © LL tL LL. 8--Aug-11 d Eloor I trica n SCALE! Y41 = �' Q2 r E 2 ',I