Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
40443-Z
Town of Southold 9/13/2019 P.O.Box 1179 a ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40678 Date: 9/9/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Row Off Mansion Dr.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.4-9.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/3/2008 pursuant to which Building Permit No. 40443 dated 2/1/2016 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 finished basement covered front entry, covered rear porch, screened porch, second floor balconies solar panels attached two car garage and outdoor shower stall as applied for. The certificate is issued to Shillo,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0084 1/28/2017 ELECTRICAL CERTIFICATE NO. 40443 11/28/2016 PLUMBERS CERTIFICATION DATED 11/28/2016 Glenn Gello r Auth ' ed Signatu e �guFFot TOWN OF SOUTHOLD Xcoa BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o! SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40443 Date: 2/1/2016 Permission is hereby granted to: Shillo, Thomas PO BOX 161 Fishers Island, NY 06390 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. Replaces BP#33629 At premises located at: Row Off Mansion Dr., Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-1-9.3 Pursuant to application dated 2/1/2016 and approved by the Building Inspector. To expire on 8/2/2017. Fees: PERMIT RENEWAL $1,336.60 Total: $1,336.60 uildihg Ins ctor FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold,, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33629 Z Date JANUARY 15, 2008 Permission is hereby granted to: THOMAS J SHILLO PO BOX 202 FISHERS ISLAND,NY 06390 for CONSTRUCTION OF A NEW ,SINGLE, FAMILY DWELLING AS APPLIED FOR at premises located at ROW OFF FOX AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0001 Lot No. 009 . 003 pursuant to application dated DECEMBER 28, 2007 and approved by the Building Inspector to expire on JULY __15, 2009 . �-- - ------ Fee $ 2, 673 .20 f Autho zed Signat re i COPY Rev. 5/8/02 i i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY li 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 I Date. I New Construction: Old or Pre-//existing Building: (check one) / Location of Property: 14100 J&noi-t /ISS'. ,�iy'� -61/(0/ Ift crs .ls�l� 06 House No. Street Hamlet Owner or Owners of Property: /40ft m Suffolk County Tax Map No 1000, Section OD`f Block 0001 Lot 00,9 6)D3 ; Subdivision Filed Map. Lot: / Permit No. VOW3 Date of Permit. '17111(eApplicant: WWI" Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: (check one) Fee Submitted: $ 0,00 6 App li nt Signature i ; ®��OF SOUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q roger.riche rt(aD-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Thomas Shillo Address: 1400 Mansion House Drive City- Fishers Island St: New York Zip 06390 Building Permit#: 40443 Section: 9 Block- 1 Lot 9.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Electrical 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 IX I Garage X INVENTORY Service 1 ph 400A Heat OIL Duplec Recpt 119 Ceding Fixtures 31 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 44 Smoke Detectors 11 Main Panel 2-200 A/C Condenser 6 Single Recpt 5 Recessed Fixtures 82 CO Detectors 5 Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 15 Pumps Transformer Appliances2-DW Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect W Switches 103 Twist Lock Exit Fixtures 11 TVSS Other Equipment 2- Electric Ovens, 7- Exhaust Fans, 7- Paddle Fans, Gas Cooktop, 1- 30A Generator Plug, 6-ARC Fault Circuit Breakers, 2- GFCI Circuit Breakers. Notes 6-heat detectors, solar hot water system. Inspector Signature: Date: November 28, 2016 0-Cert Electrical Compliance Form.xls ` TEL.765-1802 "Z41 � `Oy TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR _ m P.O. BOX-728 a TOWN HALL , SOUTHOLD,N.Y. 11971 C E R T I F I C A••T I O N ' . Date Building Permit No. Owner Jl1ym;95, Jd (please print) Plumber 6�n �d (please print) I certify that the soider used in the water supply system contains less than 2/10 of 1% ,lead. „ .DIEDD DMS MAR 1 6 2018 ]BUILDING DEPT. . (plumber's signature) TOWN OF SOUTHOLD Sworn to before 1 me this 2�A day of �(Jr1�t om.- " 44�j/o_. DS�.o,q c 8 N ry Public �t �oaaa S- 3 Notary Public.—SU.CMU4 County ,,, � . so�ryo Z `ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: = P� DATE / �� INSPECTOR '' /� SOUTy� cOUNT`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ;INAL S ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) —Z . . REMARKS: to r - o ' DATE c INSPECTOR D � so q �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ NAL rge- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � � DATE DG �� INSPECTOR - D qq f so�Ty �o� olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:0 Krm 9V 0/ bi/O I I v► "4 � h✓ csv v air - vv�►m r Il �1kvL o , DATE-lb-Le INSPECTOR r CME Associates, Inc. 333 E.River Dr.,Ste.400,E. Hartford, CT 06108 Phone: 860.290.4100 Fax: 860.290.4114 February 15,2010 Mr.Tom Shillo. Z&S Contracting P.O.Box 202 Fisher's Island,NY 06390 Subject: Framing Inspection Shillo Residence Fisher's Island,NY Dear Tom: As requested, we have performed a field inspection of the framing and the main wind force resisting system (shear walls and uplift anchors) for the subject project. Based on this inspection, we find that these structural systems, as constructed are in accordance with the contract plans and written recommendations made by our office with the following comments: 1. Install uplift anchors located at the southernmost SW-A in the East wall of the first floor and in SW-C in the breakfast room on the first floor. 2. Install 2nd side of plywood sheathing to SW-C and SW-B on the first floor. Provide the correct nail spacing of 4" on the edges of the plywood where. Nail spacing as observed during the inspection was approximately 8"—9". If 'on or require additional information,please do not hesitate to contact our office. N E301 �® 2sF e 2 q�FES 10 Bryan L.Busch,P.E. Director of Structural Engineering Enclosure Apj cc: CME File No.2006801.402 77 .r DD FE�1268 February 21,'2018 TOWN OF SOiJTHOLD Michael l..Verity -Building Department ,Town Hail 53095 Main Road Southold, NY,-11971 _ Dear Mr..Venty, , Project:,Shillo House, Fishers Island,'NY. Permit#:40443 ' This letter is to certify that.the,R-values of'the insulation installed at the Shillo House meet and exceed the-values,fequired by the-applicable code.The insulation,was installed as per manufacture,'s recommeridations'and in`-compliance with the REScheck Compliance Repot enclosed"ivith this letter. If you have.any questions, or need-any additional information,please don't hesitate to give me a call. Sincerely, �p AF,C��,l� ; Bruce D. Kmlrn,-AIA rFOF NES Architect of Record MnHnRutherfurd June 18, 2019 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 ®) ��;J >y` ` Attn: Michael J.Verity Chief Building Official — JUN 2 1 2019 RE: Architect's Certification 1400 Mansion House Drive Thomas Shillo Residence Permit#40443 Dear Mr.Verity, As a principal at Kinlin Rutherfurd Architects P.L.L.C, I am the Architect of Record for the Shillo Residence on Fishers Island at 1400 Mansion House road. I visited the project site on a regular basis throughout the construction process and inspected all aspects of the work to see that it conforms to our contract documents and to confirm that it meets Southold and New York State building code requirements. I met with the general contractor and licensed plumber to undertake a plumbing rough in inspection.As part of the inspection, pressure tests were performed on all lines.The work passed the rough inspection. I visited the site at the time that the structural work was substantially completed.The quality of the materials and the workmanship meets the approved construction documents and meets the New York State Building Code requirements. I reviewed the framing components including studs, headers,joists, rafters and blocking. I reviewed shear wall wind resisting construction, including plywood sheathing, hold down hardware and metal strapping. It is my opinion that the work is constructed in substantial conformance with the contract documents and the permit drawings and meets the building code structural requirements. KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 info@KinlinRutherfurd.com MnflnRuthei fund The insulation was also inspected. It meets the requirements set out in the approved permit drawings and those of the building code.As part of the Energy compliance, incorporating the inspected insulation, a REScheck Compliance Certificate is attached to this letter. Sincerely, Ep ARC 1 ����GEo• W�rC� cc Bruce D. Kinlin,AIA Principal OF Kinlin Rutherfurd Architects Registered New York Architect, License#:029481 KinlinRutherifurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 inf®@KinliinRutherfurd.com February 21, 2018 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, Project:Shillo House, Fishers Island, NY. Permit#:40443 This letter is to certify that the R-values of the insulation installed at the Shillo House meet and exceed the values required by the applicable code.The insulation was installed as per manufacture's recommendations and in compliance with the REScheck Compliance Report enclosed with this letter. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, EO ACryj� Cc: c� 2 0102902ga���pe Bruce D. Kinlen, AIA OF NE Architect of Record nD L� MAR 1 6 2018 FUMDL-TO DFS TOWN OF SO OLD vita February 21, 2018 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, Project: Shillo House, Fishers Island, NY. Permit#:40443 1 am the Architect of record for the project on Fishers Island. I have visited the site to observe construction on a regular basis. I have reviewed all the framing, including all the hurricane strapping, tie down and clip hardware. The work has been constructed in conformance with the approved permit and contract documents and meets all the building code structural requirements. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, ���ED ARCh`� 0291 Bruce D. Kinlin, AIA ATF OF N� Architect of Record D [EQ20V[E MAR 1 6 2018 DD BUMDWG DEPT. TOWN OF SOUMOLD CME Associates, Inc. 333 E. River Dr.,Ste.400, E. Hartford, CT 06108 Phone: 860.290.4100 Fax: 860.290.4114 February 15,2010 Mr.Tom Shillo. Z&S Contracting P.O.Box 202 Fisher's Island,NY 06390 Subject: Framing Inspection Shillo Residence Fisher's Island,NY Dear Tom: As requested, we have performed a field inspection of the framing and the main wind force resisting system (shear walls and uplift anchors) for the subject project. Based on this inspection, we find that these structural systems, as constructed are in accordance with the contract plans and written recommendations made by our office with the following comments: 1. Install uplift anchors located at the southernmost SW-A in the East wall of the first floor and in SW-C in the breakfast room on the first floor. 2. Install 2nd side of plywood sheathing to SW-C and SW-B on the first floor. Provide the correct nail spacing of 4" on the edges of the plywood where. Nail spacing as observed during the inspection was approximately 8"—9". If n3(26� or require additional information,please do not hesitate to contact our office. �- N BU �® Bryan L.Busch,P.E. Director of Structural Engineering ® E Enclosure L5 MAY - 3 2010 BLDG.DEPT. Apj TOWN OF SOUTHOLD cc: CME File No.2006801.402 .,�, 6 _ :x`1cy, �- `c" _ _ _ - '.�- .t'4„ :i�- '•'t tii�i :.+:?," r°. `,�;'..;'.i:' µr" _ � W y {}k s" �.v�": _ '��4�e.�,;_ - '�. %"k3. .,.x: SrYn.,.,. • �°. _,�Y�'„�+,.. - - °:-'.��:'`. r,J,`�� ^�s Z:' a2 C1VI % - . q __iii _ �. a*r � ,.•�.: .t`: - - • _� �+�� - � � .,, �. ,�,;� �o fid• 's� T � �--�'w�%` h. �'�' ,r 'sem` t .-�l � �"� � I ►{iY: M ..�.' �P `{ - aM^, .. �,, :� +fie' e.{`[- .h 1y `'f'�.. '� � ,$ �• V �^ .�-! - � i �. ECEIVE • • r � s do ow Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631)788-5600 October 19, 2017 Mr. Mike Verity Town of Southold, Building Dept. PO Box 1179 Southold,NY 11971-0959 Concerning: Permit 440443 Dear Mike, As per our discussion the other day regarding the solar panels on my house. Enclosed is information on what we used. There are four of the Vitosol 200-F panels on the roof to heat the ----domatic-hot water only. They are piped to an 80 gallon storage tank which has backup heat from the hot water boiler. Best, Q � *12D Thomas J. Shillo 0 C T 23 Ml 1 B ummt;i bFm 'E`OW].N OF SOUM"D 1 1 1 / � / • 1 • • f l FOUNDATION(IST) 1 V --------------------------- ROUGH 11 PLUMBING �y INSULATION PER N.Y. STATE r ENERGY • 1 w - . -� , • 1 1 • i 1 as_� <L/ Or / •�,%ter * l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL d Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 f` Planning Board approval FAX: (631)765-9502 3 3b Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form NYSDEC Trustees Examined 20� Contact: Approved 20 Mail to Disapproved a/c Phone Expiration —20 Bui mg Insp cto ' ? APPLICATION FOR BUILDING PERMIT Date D'tG 1-, 200 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of burldmgs 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 burldmgs,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) 10ao 1Av AcP_li; kN tool& (Mailing address of applicant) T i State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises _T"pMAE, SEII U_CD (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5Aw_)0l 2 g &u >A-,, House Number Street Hamlet County Tax Map No. 1000 Section Cyq Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VM-6'L.Cr- 10T b. Intended use and occupancy e-f'LLk-I�* F- tAI L!_I� CEICY_ 3. Nature of work(check which applicable):New Building ,/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostI,Opp cm Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ` Number of dwelling units on each floor ILA If garage, number of cars 2 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 lo-i -15XI Rear l09�1444 Depth A9,' 1 Height Number of Stories Z 9. Size of lot:Front 45"T ' 4 Rear 1 toil • 9N Depth 321 - 0 10.Date of Purchase Ol(041OS Name of Former Owner ZN Ll LIE- 'D• 1&bg;4, LIQ 1ST CO 11.Zone or use district in which premises are situated CZ I 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES /NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises ILLo Address E&L4Cgs v..�hone No. (coal)?EE; Name of Architect4�,"��t P�}l.,erurel L?x"ngjs.Address33o U.'a8,`(�Y Phone No(21 2) CAS. 2988 Name of Contractor2 46C' 1C�cT►t!E�.�C. Address'8o_2j Ftcjtsgs done No. ((Al) 188.'857 y^ Olv3`tD 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. IJA, STATE OF OdAJe--CI-7 S L(/ COUNTY OF Il /�Z�i TDmx--_k ��Au'A being duly sworn,deposes and says that/e is the applicant // (Nae of individual signing contract)above named, (�He is the '& .11_rar C:T 77 (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set fort in the application filed therewith Sworn to before me this Z of G 20 Nota6 Public Signature iTfApplicant Donna M. Anastasia Notary Public 58540 State of Connecticut Comm Expires Aug. 31, 2011 } �O��Qf soUlyOl O Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765 50� P.O.Box 1179 Q roaer.richert(cown.souf�io d ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: A1t� Date:l Company Name: G. Name: License No.: Address: boZ Phone No.: [630 q1_00,107 rN.- JOBSITE INFORMATION: (*Indicates required information) *Name: IOM49 � a l`J *Address: ZYM A44151;4 Agn *Cross Street: f"-6s 4i/aftP Af y D!sm *Phone No.: 4el_ �►PP_ �►F Permit No.: yo 11543 Tax Map District: 1000 Section. 00f Block: 0p0 Lot: D0f. 4017 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �I/C�rJ Wozrlp� (Please Circle All That Apply_) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES /� Temp'Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350400 Other *New Service: Re-connect Underground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Forrn Kinlin Rutherfurd Architects 330 West 38th Street,Suite 1006 New York, NY 10018 Transmittal Project: Belle Hill House#77 We are sending the following: Re: ® Drawings To: Southold Building Department ❑ Shop Drawings Town Hall ❑ Specifications 53095 Main Road ❑ Samples PO box 1179 ❑ Southold, NY, 11971 Via: ❑ Next Day Air ❑ Fax ❑ US Mail cc: ❑ Messenger ® Fed-Ex from: Beth Fry date: December 21, 2007 dwg# date quantity description Please find the following enclosed item for your review: 1. Health Dept. Permit drawing Please do not hesitate to call me should you have any questions or concerns. Regards, Beth Fry. JAS 9 � r tel: 212-695-2988 fax: 775-582-1736 www.kinlinrutherfurd.com Z & S CONTRACTING, INC. BOX 202•FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857•Fax:(631)788-5600 ,BAR 1 6 April 14, 2008 1 � Y Town of Southold Building Dept. P. O. Box 1179 Southold,NY 11971-0959 Concerning: Permit# 33629 Dear Sirs, Please find enclosed four sets of foundation plans from Superior Walls which will be an addendum to permit#33629. Please call if you have any further questions. Sincerely, Thomas J. Shillo _ CME Associates Engineering, Land Surveying & Architecture, PLLC 32 Crabtree Lane,PO Box 849,Woodstock CT o6281 Phone: 86o.928.7848 Fax: 86o.928-7846 January 23,2009 Thomas Shillo Z&S Contracting,Inc. P O Box 202 Fishers Island,NY 06390 Re:Final Location and Easement Maps Dear Tom: I have added the utilities to our map and enclosed are 4 copies for your use.We will need to add the septic system and remainder of the driveway once they are installed.Please keep in mind the septic system cannot be under the drive or parking area and needs to be 10 feet from the water line. This map also shows a revised easement over your vacant lot from Sappho Road. I have also enclosed 4 copies of a map showing a proposed easement for the driveway over the Goss property. I have prepared descriptions for these two easements and have including copies for use in preparing the necessary deeds. Please iofrivate ll ith nLCommercial uestions Yours ichar DirectDevelopment CC: Stephen L. Ham, III, Esq. vw E- 2 G °'.%:.,r::s_.r. 'I9 a,..,..... ,....._.._...,. .ar.r....,».....v,.......,.,.._....._....L.,�...m,:m2L.`".'.,....:_...:..,..e.:.:._....,.a....::ludida.N':...,:.,.�.......eau...:' ,,..a,.,,.rx',.,.,,.:77.,:.a...,a CME CME Associates, Inc. 333 E.River Dr.,Ste.400,E.Hartford,CT 06108 Phone:860.290.4100 Fax: 860.290.4114 February 15,2010 Mr.Tom Shillo. Z&S Contracting P.O.Box 202 Fisher's Island,NY 06390 Lmamwig&fimet Subject: Framing Inspection Shillo Residence Fisher's Island,NYDear Tom: As requested, we have performed a field inspection of the framing anesisting sy em al (shear walls and uplift anchors) for the subject project. Based on this i systems, as constructed are in accordance with the contract plans and written recommendations made by our office with the following comments: 1. Install uplift anchors located at the southernmost SW-A in the East wall of the first floor and in SW-C in the breakfast room on the first floor. 2. Install 2nd side of plywood sheathing to SW-C and SW-B on the first floor. Provide the correct nail spacing of 4" on the edges of the plywood where. Nail spacing as observed during the inspection was approximately 8"—9". If you have any question or require additional information,please do not hesitate to contact our office. Sincerely, Bryan Busch,P.E. Directo of Structural Engineering Enclosure Apj cc: CME File No.2006801.402 „> �*, "n'--r''. `..45•.T;.;A..�4.^,,a?;;^' ''}z,. .,^ TM ;°� ":";°y,•mm*�.' ;$, m-,.�;.g..�rc,°��. P`c,.,�e:1.J�'.',' �_'� ..u..��=�'L'-�., gnr, ,�. -1,.. „y 4'" Ra4 'l �. `'� �P., M �[7, "'�n,�; „,a•° "<�. �`' �'�"`"mT 'r"`m `e`a`u.�7•xi�u c��r'-�t,�',iR a.. h.,k',:' .� ,..�..�,��-.,�• x°- ':� :l fa.{gyp{' ec°Ft, �- 1 .�. '�,',,.. YiQ�i� @, .� �....�'',''� �I �:%rS �44F-. #. :3.,. t.ifi, - ,\.•.� „y` 'v"`•.',i'^ s�.�.y.`'�'.� - Ia., .1... _ "ci, s 4"!?+,' ..,3ylm <''.�.✓.`i',� .f„ �4, ......-,.x. 6'�.— 'r CME 1 Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax:(631)788-5600 April 7, 2010 APR 12 0 BLDG.DEPT. Mr. Gary Fish-Building Inspector TOWN OF SOUTHOLD Town of Southold P. O. Box 1179 Southold,NY 11971-0959 Concerning: Belle Hill House Dear Gary, Please find enclosed a copy for your files of the engineers report for the framing inspection of my new house on Belle Hill. I hope this is satisfactory with you. Sincerely, Thomas J. Shillo � I IV W Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631)788-5600 April 28, 2010 D LS l! V Mr. Gary Fish-Building Inspector MAY - 3 2070 Town of Southold P. O. Box 1179TOWBLDG•OUTHDEPT. OLD Southold,NY 11971-0959 N OF S Concerning: Belle Hill House Dear Gary, Please find enclosed a stamped copy for your files of the engineers report for the framing inspection of my new house on Belle Hill: I hope this is satisfactory with you. Sincerely, UYf'1 hi Thomas J. Shillo �UfFatRP Southold Town Building Department ' 54375 Main Road Permit#: 33629 Southold,New York 11971 Permit Date: 1/15/2008 o t (631)765-1802 �a Expiration Date: 7/15/2009 Parcel ID: 9:1-9.3 BUILDING PERMIT RENEWAL LETTER Dated: 2/17/2011 Applicant: THOMAS J SHILLO Location: ROW OFF FOX AVE FISHERS ISLANDN.Y. 06390 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $2673.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: THOMAS J. SHILLO Address: P.O. BOX 202 FISHERS ISLAND ,N.Y. 06390 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, \SOUTHOLD TOWN BUILDING DEPT. Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857•Fax:(631)788-5600 f D CC Ea � [ -:,tib February 3, 2011 i FEB } J 5 2011 E E BLDG.DEPT i Attn: Mr. Gary Fish TOWN OF SOUTro!_D Town of Southold, Building Dept. P. O. Box 1179 Southold,NY 11971-0959 Concerning: Belle Hill House Permit# Dear Gary, As requested, please find enclosed the additional structural plans per CME Engineering. Please let me know if you need any further information. Sincerely, Thomas . Shillo ,��FFpt�., Southold Town Building Department �oG 54375 Main Road Permit#: 33629 Southold,New York 11971 Permit Date: 1/15/2008 o (631)765-1802 y'h►p� Expiration Date: 7/15/2009 Parcel ID: 9.4-9.3 BUILDING PERMIT RENEWAL LETTER Dated: 2/17/2011 Applicant: THOMAS J SHILLO Location: ROW OFF FOX AVE FISHERS ISLANDN.Y. 06390 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $2673.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. =' Owner: THOMAS J. SHILLO Address: P.O. BOX 202 FISHERS ISLAND ,N.Y. 06390 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Z&S CONTRACTING, INC. Z&S CONTRACTING, INC. BOX 202•FISHERS ISLAND,NEW YORK 06390 BOX 202•FISHERS ISLAND,NEW YORK 06390 Tel.(631)788-7857•Fax:(631)788-5600 Tel.(631)788-7857•Fax (631)788-5600 December 2,2016 January 27,2016 Mr.Mike Verity Town of Southold Bldg.Dept Town of Southold, PO Box 1179 Building Department Southold,NY 11971-0959 P.0.Box 1179 Southold,NY 11971-0959 Mike, To whom it may concern: As requested,please find enclosed the plumbing certification letter for my house permit#40443 As discussed with Tracy on 1/27/16 please find enclosed a check in the amount of$1,336.60 for expired permit 433629 Jj Best, Sincerely, Tom Shillo Ir Thomf s JlShillo 5 2 16 I� p C =---`7- $Contracting,Inc. E JAN 2 9 2016OV 50 Gp oL� I i Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631)788-5600 LE D February 3rd, 2017 V \3 FEB 6 2017 BUMDI G DEPT. Town of Southold Building Dept. TOWN OP SOUTHOLD P.O. Box 1179 Southold,NY 11971-0959 Concerning: Permit#40443 Dear Sirs, Please find enclosed a stamped copy, for your records, of the Health Department survey concerning permit#40443. Sincerely, Thomas Shillo Z & S CONTRACTING, INC. BOX 202 o FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631)788-5600 March 10, 2018 Mr. Michael Verity Town of Southold Building Dept. Town Hall PO Box 1179 Southold,NY 11971 Concerning: Building Permit#40443 Dear Mike, As discussed please find enclosed copies of the information I scanned and emailed to Connie on February 28th. Thanks for your help with this. Best, D ® MAR 1 6 2010 Tom BUM DUM Dom- TOWN OF SOUTHOL Z & S CONTRACTING, INC. BOX 202•FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857•Fax(631)788-5600 July 9, 2019 Mr. Michael J. Verity Building Department Town Hall 53095 Main Road Southold,NY 11971 Concerning: Permit#40443 JUL 1 2 2019 - Dear Mike, 5�:DU Y DEPT: T0'IFN 0,F S,01 tJ1 H0T,D Please find enclosed a check for$150.00 to cover the outstanding balance on my C/O paperwork. Also I will forward copies of the floor plans for your records as requested. Best, Tom Shillo •i I� T. C 10'-6" UL KNOCKOUT INLET AND �-I C7 ° OUTLET OPENINGS ° c LOCKING CASTING J41-� C 0 TO GRADE PROPOSED GRADE aJ-� U 0 0 RIBS INSIDE ENOCAP TYPE P �-�� °� Q. e A LEVELING DEVICES 00 .}.. + ^�, 010 o ..i_ � �; MIN. 4 =•' ,�c �''' y W � ^ Pr 2' MIN. ABOVE �" r' INLET N 1 P4 � OUTLET INVERT 1 A O 2' MINi a o f•.t.. .. ..�,F si i iJ ° V as CAST 4) c' CONCRETE COVERS-/ BAFFLE REWIRED O .°� U FILM IF INLET PITCH EXCEEDS PLAN 1/2• PER FOOT g V o , ALAN .'�.. � �1 � TYPICAL DISTR18UT10N BOX m COVER LOCKING CASTING NOT TO SCALE Z TO GRADE TO GRADE y'..I IF DROP IS USED FINISHED GRADE D CHIMNEY 4e12.6/12.6 A. WI E MESH tfij El 0 ED O �7 m 20" 6 x 6 6/6 G WIRE MESH ❑ 000 :1 I o U min. m0� 6° H ED E3 ED 70 N EXtS�NG GRADE INLET ��. 00 000 ❑❑ 11 � J, EASEMENT FOR 3" VENT--'�i 3" VENT OUTLET 00 0 0 0 CID POLE LINE LIQUID LEVEL ❑❑ O 0 0 ❑❑ J ;. i s ourLEr i H H O H O 00 o� a CONTINUOUS HOT BAFFLE 0 El O O O',0❑ ASPHALT SEAL LINED WITH ❑❑ o 0 0 ❑❑ FILTER = IRON LO 1 a 4" SCHEDULE �l40 1�8" PVC I FABRIC -^`.i'',: PlPt3 ,Ay,r,',..y: W INLET BAFFLE 1 D LECTOR `� 6'-6" ;.;",.: (FOUND) LOCATION MAP SCALE 1 "=400' DETAIL 4 � _LEACHING POOL ,.K� ��� " " 3 � - Q CROSS SECTION NOT To SCALE \ ,/ CENTERLINE OF PROPOSED DRIVE 30' WIDE DRIVEWAY t j r 1500 GALLON — 2 COMPARTMENj 12" ROCK- CHIPS CHIPS SEPTIC TANK NOT 70 SCALE 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS •# `l IRON - PrPE i - °s - STONE RETAINING WALL —— X „ - (FOUND) �` , FILTER (2)-2"x2"X3' STAKES FILTER NOT TO SCALE I "* 4 FABRIC EACH BALE FABRICA BENCHMARK IRON ROD BY: R. SSTR�EE P.E.,L.S. 3/1/2007 POST ELEVA77ON = 69.t5 R. MASON o"-t2" TOPSOIL 12"-36" SANDY SUBSOIL ° ° ° ° •--- Z GOSS 36"�-90" COARSE SAND & GRAVEL COMPACTED __ �/, / / ON SITE SEPTIC 90"-17' SAND BACKFILL _ / / THOMAS J, SHIELD / / -� MUNICIPAL WATER �---� / 'VACANT LOT—'# 0rn �'` UNIFIED SOILS CLASSIFICATION (USC) SYSTEM (FROM ASTM D-2487) ANGLE 10' UP SLOPE I _ N FOR STABILITY AND SILT FENCE BACKED _ --/ /——64 �r� MAJOR DIVISION: COARSE-GRAINED SOILS, CLEAN SANDS — _—--- — GROUP SYMBOL: SP, POORLY GRADED SANDS AND GRAVELS, LITTLE OR NO FINES SELF CLEANING BY HAYBALE BARRIER I � / -� / � NOT TO SCALE �'`—'------"_-- �-66 � � —— '1 { PROPOSED SEPTIC DESIGN - R BEDROOM RESIDENCE r 1 PROVIDE 1500 GAL. SEPTIC TANK 024' 9W Zg' PROVIDE 3 - 77" LEACHING POOLS / SEE DETAIL PROVIDE CONCRETE CHIMNEYS W/ CONCRETE COVERS AS NEEDED TO - ---- / PROVIDE MAX. OF 6” TO 12" FROM FINISHED GRADE __>• k 6 EFFECTIVE_ SEEPAGE AREA 158 x 3 474 SG. FT. 6 k569 J USE 4" DIAMETER APPROVED SEWER PIPE THROUGHOUT .._I O MAP R (A LLJ IRON N F — _ - -�a_ I 1.) SURVL., MAP; PROPERTY TO BE CONVEYED TO THOMAS J. SHILLO; SAPPHO 0 JENNY KELSEY -- \'�_ - -- - 76-_ ASSOCIATES; ` -_ ROAD; FISHERS ISLAND, NEW YORK; DATE: 12/05/2006; SHETT 1 OF 1; C.M.E. a w o BREINING _ °`� _ / ASSOCIATES; NORWICH, CT. O Z I — —78----- ti� 0 / I=U-i m n MUNICIPAL WATER �� — --eo-� `--ll ``' & SEPTIC SYSTEM -- � --— --s a -' __ \ PROPOSED �a, W N 3765.81 _' — __' —$s— ° ° • ° ° ° ° ° • • 1 �V TIES1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O = W 2669.63 X90— ° ° �' 0 \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO to -CHAIN LINK FENC �_ °° —88— BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE = L�. i4" OnZ °•° �` \ / ENGAGEMENT. t... -- _94— N 49'39'45JN o° ° -'-_ '� - (I NG \ \ `- U \ 0 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS MON. ___ ACTING U14DER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN _ (FOUND / / 12" TR EE NE 1 003►�1-9 v \ ° I IRON ITEM IN ANY VMY. • ° PIPE " oo o I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 42.08' 12" TR ! \ \ MET\& OUTL \ r = 1 I / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF RESTRICTIONS / t: rt'=o_ \i� \ IPE TZI�PIT o ° / THE LAND SURVEYOR. ; INX 6�s - 11?«.F_,-. z , \ P RO TWI t5 I / ON THIS AREA 12" M /�o {,-{ - •-•_- =r \ \ WH Eel CH I I � SEE AGREEMENT / / .A , '` ` _\ ` ` q I I I 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" LIBER 11946 �' PG 331NIF OC I 5.) SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP 1000, SARAH H. ° I _ w*p� BRI�K *TER ` I1 /I I / NIF SECTION 006, BLOCK 5, LOT 7; SECTION 009,/�BLOCK 1, LOT 9.3 E SMITH IRON F RMER PA R I 1 PIT 1 ( ° I I � '``•., MUNICIPAL WATER PIPE F STORA E R Evill' t, b.tr.: �` " ` 1 FISHERS ISLAND UTILITIES CO. INC _ (FOUND) \ (CON RETET NKb ° .F Tyr x10.3.0..Tl1 v \ 1 l I ( ( "VACANT LOT .- & SEPTIC SYSTEM 6 1� I w 6.) TOTAL AREA 2.101 ACRES. \ TOP OF CO 11.65 ...y{E�_-„ : "t; 1;F, , ` 1 • — \ PROP©SE� '`.':r'T y; _K l \ I • u� 7.) SITE IS LOCATED IN R-80 ZONE. "°`' ��:. \. 2 TERRACES / N 8'16" W \` EL.-101 A c¢i PROMOE NEW 2 WATER 8.) BASE FOR LEVELS: NGVD 1929. Z o \ 8.4 -a w'w n 5 \ 1 JGJI-RrG. USE EAIJIIRV 3 ° • h- ¢ " ' ° � 6 MAIN AS SLEEVE. TIE ;;,'r:f`;:' p J I 9.) APPLICANT: THOMAS J. SHILLO - e 6 `'... -i.ti T°'; •Ss.l ”1.r6 '1 Q PROMIDE A CONTWLXX)S IN AT EXISIIIN(3 GAP. '}.•�; ST •° / / LIE OF S�TFFNCE W IIAYBNE�S - 10.) SITE IS TO BE SERVICED BY MUNI IPA "�VATER ANU,`OI�rSITE SEWAGE.,ra N N MWAN DISPOSAL SYSTEM. \ \ ° \ \ \ _ - „ / NIF PIPlr \ \ ="'�Y{F' �- v / M AL N''^- �... �SEE OETA1l.� KENNETH HANAU 111 (POUND) \ \ E_1 TL��T� f w ,IN LE�EdII L' ' <.-1�:- " A ��� o IN RANSON SMITH HANAU w F.F. FIRST FL ORtm 8 .m,tt.` 'aye., , r p N o MUNICIPAL WATER A / �° � ' I ' I ' j � PROPOSED APPROXIMATE LOCATION EL. ELEVATION •- & SEPTIC SYSTEM °°°° `� — e ° I I CLEAFM UW EXISTING 6" WATER MAIN / S SS�9 •° \ / ' I SF SQUARE FEET Z N IRON - go - - EXISTING CONTOURS � ' PrPE — \ ° • ° / v I (FOUND) 1/ ` es °• / n / / 90 PROPOSED CONTOURS BENCHMARK IRON PIPE ° ° ° ° l °° / / f STONE WALL F- o / ELEVATION = 88.19 , • ° ° • ° /°°% / / t T:3 / IRON '°' o ° ° ° °°• qo /�� ^N / /� W BUILDING SETBACK LINE '� a \ PIPE _—— __ / o I Ln PROPOSED RETAINING WALL O o o C4 co o N�F (FOUND) S 9� ` �// // ��j� /s� l/�� e M PROPOSED STONE RETAINING WALL Q `�' = o DIANA W, ,3' % APPROXIMATE LOCATION J n m L� I d I N SARGENT i/ EXISTING 8 WATER MAIN o PROPOSED SILTFENCE � TINE (ABANDONED) 2 PROPOSED CLEARING LIMIT O ►- z o o / MUNICIPAL WATER IF NECESSARY / IRON [RON N 3560.80 w z z Y & SEPTIC SYSTEM PIPE S ) �O.Og• PIPE W 2349.05 00.o INVERT ELEVATION a W = o J (FOUND) s•=3p" f (FOUND) a m o o c� U LL THj TEST HOLE PROVIDE 3 LFA��DUAIL)L} N/F S `a ( DATE: 05/02/2007 If KEVIN E. GRANT & £IRO - „ / VALARIE J. KINKADE PIPE =o SCALE: 1 = 30 (FOUND) I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL --- / I MUNICIPAL WATER AND CONSTRUCTION OF SUBSURFACE SEWAGE QUALITY CONTROL CERTIFICATION N�F & SEP71C SYSTEM JENNIFER DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE GROUP REVIEWED PATE MILLER AND WILL ABIDE BY THE CONDITIONS SET FORTH PROJECT MANAGER - MUNICIPAL WATER THEREIN AND ON THE PERMIT TO CONSTRUCT. 30 1s 0 30 SHEET SURVEY � ENVIRONMENTAL & SEPTIC SYSTEM ' GRAPHIC SCALE IN FEET OF CIVIL / � APPLICANT I STRUCTURAL ARCHITECTURAL r ti EE NS " 0 ' cp r- 0) ./ \\ PPP � Q co p Pco S � }- �o � a� 0) / ��� Jai TTA E p 3 L E `\ C� \ MON. / QPJF� // �'� E 0 `+ (FOUND) OF POLE (FOUND) POLE 1 194leo N N m IN, C14 F- ct �' MON. X60 �� Nom'` N/F 00 � ' /, \ (BURIED) ��ti ,� ��'. , �,` N� ��f� WALLACE 0 .� D oloo a ol CALNEY � U 00 ' ,ol POLE NcA\ EDGE OF 0 i Z c , s2 IFN 4167.46 �.`��' ... GRAVEL / J a c DRIVEWAY IRON � . /F. W 2263.541 APPROX. LOCATION 1 PIPE / ' TELEPHONE (FOUND) ,-- < 5' 2 -0 N F SERVICE i to LLI C4 o U ELLEN McCANCE PARKER EASEMENT FOR w, 5• ( ��,•c r- co MUNCIPAL WATER AND POLE LINE 5' ON SITE SEPTIC SYSTEM �` / i • 9A A?• �� r i rq ,�o EASEMENT FOR POLE LINE P AD o r r w � l RELOCATED \r 10 1 g LOCATION MAP SCALE 1 =400 V i DRIVEWAY & r Ln ^• MARY UTILITY EASEMENT ROBINSON 6* i' 9305± SQ. Ff. it r+ 5r3w GOSS \ POLE y MON. O I N r i . #187N 187 .... •max..,,,. (FOUND) , r0• Zj j + rr N N/F 'rr ry1 IRON /: 15.05 �� THOMAS J. SHILLO + +� PIPE �,° ,• �'<� `~ "VACANT LOT" '� FOUND i •E N 4012.87 -7 1 25 30 983 W 2486.85 Ssr• F i �i _ /„� 11�' t c,;; ... 3 9 . •50 Q\w d/ r � IRON PIPE .oj`1�� � 56Q 52 C(4���l \ MAP REFERENCES MON. (FOUND) g� g 1.) SURVEY MAP; PROPERTY TO BE CONVEYED TO THOMAS J. SHILLO; SAPPHO 0� ... (FOUND) O;Op�6ti�yNcjh ':: PROPOSED DRVEWAY ROAD; FISHERS ISLAND, NEW YORK; DATE: 12/05/2006; SHEET 1 OF 1; C.M.E. i •� & UTILITY EASEMENT ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE PLLC; NORWICH, %K AREA 810± SF \ CT. /t I / rod' P � N/F P���o Z NOTES THOMAS J. SHILLO 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED "VACANT LOT" HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO CID 1000--006-5-7. 1 ��° -A BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE '� / �' � � MARY ROBINSON ENGAGEMENT. 2.23± ACRES z ��•' / ,''/ o GOSS 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN 0 J N/F ITEM IN ANY WAY. JENNY KELSEY o 9 j n BREINING (+ N rot;56' /' i' N/F 25, 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S OO MUNICIPAL WATER ��" u' X56THOMAS J. SHILLO SICNATURE AND AN-ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF V: , THE LANG SURVEYOR, AND SEPTIC SYSTEM IRON _ a p (n Q w Q i + PIPE NgO.� 4.) CGOR ;i ,.,;F DiSTn.NCES ARE 1� ASUP,EO FRC�.� U.S. COAST AND GEODETIC Q L p Z APPROX. t _`- 3210 s LOCATION /� / /(FOUND) 28723�W- SURVEY TRIANGULATION STATION "PROS" "= cl �. ELECTRIC & + + ,�j Ld O Z TELEPHONE Q 5•), SITE IS IN THE TCWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, � g U moo. SERVICE % + 'b, o SECTION 006, BLOCK 5, LOT 7.1; SECTION 009, BLOCK 1, LOT 9.3 Of r �o / J �r rr 6. SITE IS LOCATED IN R-80 ZONE. CHAIN LINK d Q 0 r TAX REF. 1000-009-1-9.3 � ) N: 3765.81 FENCE r ARF•A = 2.10'±'ACRES �' LLJ W. 2669.63 ; 0 J ILP, _ LL Q \\ MON. N 49'39'45" W �. j 1 IRON / z ___________(FOUN 11.11' r r PIPE 82'44 " w i (FOUND) l LL ' ITr RESTRIcno"s 42,08' r ON THIS AREA ROCK SEE AGREEMENT N/F UBER 119343 �`O,� ::.,.. ► 2S' SARAH H. ry o ROCK IRON � fin.., 's.i c :. J N/F a SMITH PIPE FISHERS ISLAND UTILITIES CO., INC MUNCIPAL WATER (FOUND N 5708'16" w °,;r_;as, EDGE OF oo�o "VACANT LOT" / AND SEPTIC SYSTEM !� 8.42' 30° OAK 0>• tV/ /' Vii• EXISTING w �� o) RESIDENCEw " ':, ._ C 0 w = m IRO w / PIPE <..'.,; .. / N/F (FOUND) V� w`— Z w KENNETH HANAU 111 \ w�-- N `:_ APPROX. LOCATION / --- IN Z a RANSON SMITH HANAU NEW 2" WATER O 0 MUNICIPAL WATER SERVICE IN ABANDONED APPROXIMATE LOCATION w � D8 „ EXISTING 6" WATER MAIN _ SS9 6 WATER MAIN AND SEPTIC SYSTEM // �e�o lot PIPE F (FOUND) W o Lu IRON N N/F PIPE to N (FOUND 3 9j 2Q' -% . I o / DIANA W, X3'4 1D "' / SARGENT X30~ f ^ o MUNICIPAL WATER IRON PON Z N 3560.80 z AND SEPTIC SYSTEM PIPE s �6.c'�8' (FOUND) W 2349.05 0 (FOUND) X30" f 2p o S QJ. N a I X24 £ Q 0 l RON / F- 0 N m 0 N FN/F PIPE Q s FL w JENNDf IFER KEVIN E. GRANT & (FOUND) o L MILLER VALARIE J. KINKADE MUNICIPAL WATER UNICPAL WATER o M, = o AND SEPTIC SYSTEM I AND SEPTIC SYSTEM m N ILI: O o0 o J I Ld U Z w w LL Y 0 z Y O O U3 Q W 00 W O' O w ch = O J d m c� o U U L� LEGEN DATE: JAN. 15, 2009 N/F NOW OR FORMERLY SCALE: 1 = 40' QUALITY CONTROL CERTIFICATION SF SQUARE FEET GROUP REVIEWED DA E STONE WALL PROJECT MANAGER SURVEY BUILDING SETBACK LINE 40 20 0 40 SHEET ENVIRONMENTAL iiiiQ GRAPHIC SCALE IN FEET 1 0 F 1 CIVIL STRUCTURAL ARCHITECTURAL I� � E N ( $ V M C1 PQM / " $ \ ' \ 5P OPO •� 0 cy) c�� �, v o y o rr E O� �3 a MON. / QPdFtJ / P �0P O } P4 \\ A \(POUND) pF POLE �(� /H�-•{ #194 �O f. QQ�O `^' �.� � \ / 11-4 C3 �71� i V1 co 04 o jUc MON. X60 rk9 <` `� aW\ s� N/F p '� 0 N (BURIED) WALLACE -v ;� � ��` -" CALNEY V a, w 0 POLEa �,, t` EDGE OF cu ' #62 N 4167.46 �+` r t GRAVEL / 3 (D . `!t APPROX, DRIVEWAY IRON cu �' a° { Q' PlPP i' /' O° LOCATION 6 { (FOUND).,- m 5' TELEPHONE {, ,� 01 SERVICE uu Ic cq V NIF { � 5 ELLEN McCANCE PARKER EASEMENT FOR -5' MUNCIPAL WATER AND \ POLE LINE s' ON SITE SEPTIC SYSTEM \ �\ w '9x2��� • •hEASEMENT FOR 4 POLE LINE STREET w •-10' • r3 N/F LOCATION MAP SCALE 1 "-400' ' o MARY DRNEWAY UTILITY EASEMENT`' g .o ROBINSON _ 9305f SQ. FT. ,�w \ .•!` d l J RSA POLE GOSS #187 1 :- : ei r •t , s^W', MON. (FOUND) I �� �ti6' b i 1 NIF z r >'; IRON {. 15.05' ..I THOMAS 'VACANT LOTLLO / ! ���y (FOUND) A : ._..ti,.,........_wwn gg SSS, I I. I i i 'L�� 21 N 4012.87 SSSSR Iro/ N�3 2 3°„199 83' W 2486.85 Ssr• F f �/ 25° P�-� \ MAP B!;,FERENCES 1.) SURVEY MAP; PROPERTY TO BE CONVEYED TO THOMAS J. SHILLO; SAPPHO .. MON. !� �i• ' ROAD FISHERS ISLAND NEW YORK DATE �5k : 12/05/2006; SHEET 1 OF 1; C.M.E. `j• J (POUND) IRON PIPE �O o��2/yDRNEWAY do(FOUND) / UTILITY EASEMENT ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE PLLC; NORWICH, ; �� r /• AREA 810± SIF \ CT. �('h^y^ \ NIF 1.) THI; SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED THOMAS J. SHILLO u; HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO "VACANT LOT" .0, dD BETWEE.N THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 1000-006-5-7. 1 � ' o: N/F ENGAGEMENT. 2,23± ACRES MARY ROBINSON 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS DOSS ACTING UNDER .THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN �, � �, ITEM W ANY WAY. O ?NIF \� / / 25 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S JENNY KELSEY CL N , 5°, ; ; N/F - o >- BREINING c,+ 69 96 / / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF I �, S n56' / / THOMAS J. SHILLO THE LEND SURVEYOR. w Z MUNICIPAL WATER �us / a of O AND SEPTIC SYSTEM x �/ / PIOE ntg0• ~ 4.) CO,:RDINATlL DISTANCES ARE ;MEASURED FROM U.F. cOAST AND rEODFTIC < L'- � z _ ''- 32 10 W SURVEl TRIANGULATION STATION "PROS" 0 _ APPROX. / / (FOUND) 287-� }}- p �"- LOCATION / 23 �-_ W wZ z ELECTRIC / �' S.) SITE IS IN Q THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, > Q O ,y SECTION 006, BLOCK 5, LOT 7.1; SECTION 009, BLOCK 1, LOT 9.3 = W U 00 SERVICE O"Y�� / (A Of Q ZQ -6.) SIT;:. IS LOCATED IN R-80 ZONE, TA AA'' p LINK X REF. 1000-009-1-9.3 °c w N: 3765.81 FENCE �! �I AREA = 2.10+ACRES I O 0 V J W. 2669.63 I = .- �- Q ' I / Z 1 MON. N 49'39'45' W �• i lPROE N 844' (FOUND) 2' l 42.08, 1 / llll _ , .. ,t pART1s#fin k'"�`S.T14 '+dICES ON THIS AREA S RESTRICTIONS ROCK / SUFFOLK L,C ut DE SEE AGREEMENT I { 2S' ^"I5 FOR N F LIBER PG{ 46 ^`a'�� ' l APPt R0)1,L Gr CQNSTFUCI I=lB W1�?..•. / "� �/ '$ 1{ ROCK l -. r n"Y F2E$.OEN:vC SARAH H. �� �� I„ `t II_rl N F A$tlti:.�c FAI�,.� -0 -7- 00? SMITH IRON o, _ � '' . cu / FISHERS ISLAND UTILITIES CO., INC D3t�N_ �--• Dbeen PIPE H.S.Ref.No. �" 1 t EDGE OF ' , �'� �tt"'x3 nch MUNCIPAL WATER (FOUND N 5708',6' w a: t 1 VACANT LOT / ,� �; r� Ys�.•� t�� ,u Inddto 30" oAK FILL oo,� Th_ g° `��� " ' ^artm Mo �au :: AND SEPTIC SYSTEM ' e.42' { i °' faan �tS EXISTING' -�1 s I {n� =" .�'o.C+,r,red by tisDP ESD^04"'S RESIDENCE ` ---W ' RV�l /_ �, � „r+�oz A nIA�aIRON ', -_- _ I r tewvlfeT Z � PIPP G> .;;:;;,`� A �amu., / II'------ � OfiiOa of Was �. - N o N/F (POUND) C a KENNETH HANAU 111 APPROX. LOCATION - Z / & i / RANSON SMITH HANAU �� ,� NEW 2" WATER SERVICE IN ABANDONED APPROXIMATE LOCATION I,J r) r' EXISTING 6" WATER MAIN MUNICIPAL WATER SS �08 rr ENP 6" WATER MAIN AND SEPTIC SYSTEM S s `r `J ' IRON _ / ?8• �" a � OR rr / PIPE .- `30" ' GFtPJ��rrr D i \\G (FOUND) > F � r E��i �� � i w o /F w w IRON N 0 0 N/F PIPE9 j .� / DIANA W, (FouND) s 73,48?0' s ^ M� - / SARGENT `30 £ /RON Z N 3560.80 Z / MUNICIPAL WATER IRON 70 0 , PIPE C� AND SEPTIC SYSTEM / (FOUPIPE ND) S 76•�30r. E(POUNO) IR/ 2349.05 0 N S 0,01, / 03 ' - 0 o oN m o IRONQ N w Li N/F N/F PIPE JENNIFER KEVIN E. GRANT & (FOUND) 0 co MILLER VALARIE J. KINKADE 0 O 0 to N to CO O = O MUNICIPAL WATER MUNICPAL WATER m N I I N AND SEPTIC SYSTEM I AND SEPTIC SYSTEM o F_ I TIES FOR SEPTIC SYSTEM w� 0 Z w w t � Z Z Y FC "i EU�HOUSE CORNER A B I I o o cn Q w o0 w O w D' S O -I �l1 1 d m o 0 U U u- Lam' SEPTIC TAND C 12.3' 34.2' DIST. BOX D 53.5' 52.0' LfSE(1Q FEB v 2017 DATE: JAN. 15, 2009 LEACHING POOL E 53.4' 47.0' LEACHING POOL F 64.0' 61,5' SCALE: 1 " = 40� LEACHING POOL G 61.0' 65.0' N/F NOW OR FORMERLY �■wU �p ♦ DEPT. l�L!'3J�.wa\�L7 SF SQUARE FEET TOWN OF OUTHOLD QUALITY CONTROL CERTIFICATION STONE LL GROUP REVIEWED DATE G S � BUILDING SETBACK LINE 40 20 0 40 SHEET PROJECT MANAGER ' '�, I.A`- )rk 1 OF 1 suRVLv -,'"`'• ^ a GRAPHIC SCALE IN FEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL Il REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2007 IECC , New York D Location: , Construction Type. Single Family �� Building Orientation. Bldg.faces 0 deg.from North),) Conditioned Floor Area, 6706 ft2 Glazing Area Percentage: 27% �� � ��� Heating Degree Days, 5999 .LP'. Climate Zone: 4 TOWN OF SOUTHOLD Construction Site, Owner/Agent* Designer/Contractor: Thomas Shlllo Bruce Klnlln Fishers Island,NY Klnlin Rutherfurd Architects,PLLC 330 West 38th Street Suite 1006 New York,NY 10018 Compliance.12.2%Better Than Code Maximum UA:1543 Your UA:1355 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • • LIA Assemblyor or fi•e LI-FactorPerimeter north wall 1:Wood Frame, 16"o.c. 486 20.0 0.0 25 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 24 0 350 8 SHGC:0.30 Orientation,Front Wndow 2:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC'0 30 Orientation:Front Door 1:Glass 21 0.350 7 SHGC:0.30 Orientation:-Front north wall 2•Wood Frame,16"o.c. 203 20.0 0.0 9 Orientation:Front Door 2 Glass 22 0.350 8 SHGC:0.30 Orientation:Front Door 3 Glass 22 0.350 8 SHGC:0.30 Orientation:Front north wall 3:Wood Frame,16"o c. 153 20.0 0.0 5 Orientation Front Window 3•Wood Frame.Double Pane with Low-E 9 0.350 3 SHGC:0.30 Orientation,Front Window 4,Wood Frame-Double Pane with Low-E 17 0 350 6 SHGC 0,30 Orientation:Front Door 4:Glass 41 0.350 14 SHGC:0.30 Orientation.Front north wall 4:Wood Frame,16"o.c. 67 20.0 0.0 3 Orientation:Front Window 6:Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC:0 30 Orientation Front north wall 5:Wood Frame,16"o c. 52 20.0 00 2 Orientation:Front Project Title Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 1 of 8 Window 5:Wood Frame Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Front north wall 6:Wood Frame,16"o.c. 12 20.0 0.0 1 Onentation*Front north wall 7:Wood Frame,16"o c. 12 200 0.0 1 Orientation,Front north wall 8:Wood Frame,16"o c. 11 200 0.0 1 Orientation-Front north wall 9•Wood Frame,16"o c. 1.1 20.0 00 1. Orientation.Front north wall 10:Wood Frame, 16"o.c. 11 20.0 00 1 Orientation,Front east wall 1:Wood Frame,16"o.c. 217 20.0 0.0 11 Orientation.Right Side Window 7:Wood Frame:Double Pane with Low-E 32 0.350 11 SHGC:0.30 Orientation.Right Side Window 8•Wood Frame Double Pane with Low-E .7 0.350 2 SHGC.0 30 Orientation:Right Side east wall 2-Wood Frame,16"ox ,567 20.0 0.0 27 Orientation:Right Side Window 9-Wood Frame Double Pane with Low-E 36 0.350 13 SHGC.0.30 Orientation*Right Side Window 10:Wood Frame:Double Pane with Low-E 10 .0.350 4 SHGC.0.30 Orientation:Right Side Window 11•Wood Frame:Double Pane with Low-E 10 0 350 4 SHGC 0.30 Orientation:Right Side Window 12:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC 0.30 Orientation-Right Side Window 13•Wood Frame.Double Pane with Low-E 16 0.350 6 SHGC.0.30 Orientation.Right Side Window 14:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC.0.30 Orientation:Right Side Window 15.Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC-0 30 Orientation:Right Side east wall 3•Wood Frame, 16"o c 95 20.0 00 2 Orientation-Right Side Window 16:Wood Frame Double Pane with Low-E 48 0 350 17 SHGC 0 30 Orientation:Right Side Door 5-Glass 18 0.350 6 SHGC 0 30 Orientation.Right Side east wall 4:Wood Frame,16"o c 412 200 0.0 18 Orientation:Right Side Window 17:Wood Frame.Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side Window 17 copy 1:Wood Frame:Double Pane with Low-E 20 0 350 7 SHGC:0.30 Orientation.Right Side Window 17 copy 2:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC 0.30 Orientation:Right Side Window 17 copy 3:Wood Frame:Double Pane with Low-E 20 0 350 7 SHGC 0.30 Project Title: Report date- 04/22/11 Data filename K\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk rck Page 2 of 8 Orientation.Right Side Window 17 copy 4:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side east wall 5:Wood Frame, 16"o.c. 56 20.0 0.0 2 Orientation:Right Side Window 22:Wood Frame,Double Pane with Low-E 16 0.350 6 SHGC'0.30 Orientation:Right Side east wall 6:Wood Frame,16"o.c. 56 200 0.0 2 Orientation:Right Side Window 22 copy 1 Wood Frame:Double Pane with Low-E 16 0 350 6 SHGC:0.30 Orientation:Right Side east wall 7:Wood Frame, 16"o.c. 56 20.0 0.0 2 Orientation:Right Side Window 22 copy 2:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side east wall 8:Wood Frame, 16"o.c. 12 20.0 0.0 1 Orientation.Right Side east wall 9:Wood Frame,16"ox 12 20.0 0.0 1 Orientation'Right Side east wall 10:Wood Frame,16"o c. 13 20.0 0.0 1 Orientation'Right Side east wall 11 Wood Frame,16"ox 13 20.0 0.0 1 Orientation'Right Side east wall 12:Wood Frame,16"o c. 13 20.0 00 1 Orientation'Right Side east wall 13:Wood Frame, 16"o c. 13 20.0 0.0 1 Orientation:Right Side south wall 1:Wood Frame, 16"o.c. 178 20.0 0.0 6 Orientation.Back Window 25:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation.Back Window 25 copy 1 Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation:Back Window 27:Wood Frame.Double Pane with Low-E 40 0.350 14 SHGC.0.30 Orientation:Back south wall 2:Wood Frame,16"o.c. 59 20.0 00 3 Orientation:Back Window 28:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation Back south wall 3.Wood Frame,16"o.c. 59 20.0 0.0 3 Orientation.Back Window 28 copy 1:Wood Frame-Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 4:Wood Frame, 16"o.c. 59 20.0 0.0 3 Orientation:Back Window 28 copy 2.Wood Frame.Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 5:Wood Frame,16"o.c. 59 20.0 0.0 3 Orientation.Back Window 28 copy 3'Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 6:Wood Frame, 16"o.c. 59 20.0 0.0 3 Orientation Back Project Title' Report date: 04/22/11 Data filename:KM-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 3 of 8 Window 28 copy 4 Wood Frame:Double Pane with,Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 7:Wood Frame,16"o.c 26 20.0 0.0 2 Orientation-Back south wall 8•Wood Frame,16"o.c. 170 20.0 0.0 10 Orientation:Back south wall 9.Wood Frame,16"ox 12 20.0 0.0 1 Orientation:Back south wall 10:Wood Frame,16"o.c. 12 200 00 1 Orientation:Back south wall 11:Wood Frame,16"o.c. 11 20.0 0.0 1 Orientation:Back south wall 12:Wood Frame,16"o c 11 20.0 0.0 1 Orientation:Back south wall 13:Wood Frame,16"o c 11 20.0 0.0 1 Orientation:Back south wall 14:Wood Frame, 16"o c 28 20.0 00 2 Orientation:Back west wall 1•Wood Frame,16"o.c. 86 20.0 0.0 5 Orientation:Left Side west wall 2•Wood Frame,16"o.c. 327 20.0 0.0 11 Orientation.Left Side Window 33:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 Orientation:Left Side Window 33 copy 1•Wood Frame Double Pane with Low-E 50 0.350 18 -SHGC-0 30 Orientation:Left Side Window 33 copy 1:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 Orientation:Left Side Door 6:Glass 20 0.350 7 SHGC:0.30 Orientation.Left Side west wall 3.Wood Frame,16"o.c. 94 200 0.0 1 Orientation:Left Side Window 36:Wood Frame:Double Pane with Low-E 49 0.350 17 SHGC:0.30 Orientation:Left Side Door 7:Glass 20 0.350 7 SHGC 0.30 Orientation:Left Side west wall 4:Wood Frame,16"o.c. 567 20.0 0.0 28 Orientation:Left Side Window 37:Wood Frame.Double Pane with Low-E 25 0.350 9 SHGC:0.30 Orientation:Left Side Window 37 copy 1.Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC.0.30 Orientation:Left Side Window 37 copy 2:Wood Frame Double Pane with Low-E 41 0.350 14 SHGC.0.30 Onentation•Left Side west wall 5:Wood Frame,16"o.c. 62 20.0 0.0 1 Orientation:Left Side Window 40:Wood Frame:Double Pane with Low-E 8 0.350 3 SHGC:0.30 Orientation:Left Side Door 8:Glass 36 0.350 13 SHGC:0.30 Orientation,Left Side west wall 6:Wood Frame,16"o c 239 20.0 0.0 9 Orientation:Left Side Project Title: Report date. 04/22/11 Data filename KM-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk rck Page 4 of 8 endow 41•Wood Frame:Double Pane with Low E 22 0.35D 8 SHGC 0.30 Orientation:Left Side Window 41 copy 1:Wood Frame*Double Pane with Low-E 22 0.350 8 SHGC.0.30 Orientation:Left Side Window 41 copy 2 Wood Frame Double Pane with Low-E 40 0.350 14 SHGC:0.30 Orientation.Left Side Wndow 41 copy 3.Wood Frame.Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation:Left Side west wall 7:Wood Frame,16"o.c. 3 20.0 00 0 Orientation:Left Side west wall 8:Wood Frame, 16"ox 70 20.0 0.0 v 2 Orientation.Left Side Window 45.Wood Frame.Double Pane with Low-E 30 0.350 11 SHGC:0 30 ' Orientation.Left Side west wall 9:Wood Frame,16"o c. 14 20.0 0.0 1 Orientation Left Side west wall 10:Wood Frame, 16"o.c. 194 20.0 0.0 7 Orientation:Left Side Window 46:Wood Frame•Double Pane with Low-E 14 0.350 5 SHGC:0.30 Orientation,Left Side Window 47.Wood Frame:Double Pane with Low-E 14 0 350 5 SHGC:0.30 Orientation-Left Side Window 48.Wood Frame'Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation*Left Side Door 9:Glass 37 0 350 13 SHGC:0.30 Orientation:Left Side west wall 11:Wood Frame, 16"o.c. 19 200 00 1 Orientation.Left Side west wall 12,Wood Frame, 16"o c 51 20.0 00 2 Orientation Left Side Window 49 Wood Frame Double Pane with Low-E 23 0.350 8 SHGC:0.30 Orientation-Left Side west wall 13:Wood Frame,16"o.c. 13 20.0 0.0 1 Orientation:Left Side west wall 14:Wood Frame,16"o.c. 13 200 00 1 Orientation:Left Side west wall 15•Wood Frame, 16"o c 13 200 00 1 Orientation:Left Side west wall 16:Wood Frame, 16"o.c. 13 20.0 0.0 1 Orientation.Left Side garage ceding:All-Wood Joist/Truss Over Unconditioned Space 799 30.0 0.0 26 north foundation 1:Insulated Concrete Forms 125 20.0 4 Orientation.Front Wall height:9.6' Depth below grade:3.0' Insulation depth.9.6' Window 50.Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC.0 30 Orientation:Front Window 50 copy 1:Wood Frame:Double Pane with Low-E, 11 0.350 4 SHGC 0 30 Orientation.Front Door 10:Glass 33 0.350 12 SHGC.0.30 Orientation.Front Project Title: Report date, 04/22/11 Data filename:KM-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk rck Page 5 of 8 north foundation 2:Insulated Concrete,Forms 176 20.0 8 Orientation:Front Wall height.9.6' Depth below grade.5.6' Insulation depth,9 6' north foundation 3 Insulated Concrete Forms 133 20.0 6 Orientation:Front Wall height:9.6' Depth below grade 6.6' Insulation depth 9 6' north foundation 4:Insulated Concrete Forms 70 20.0 3 Orientation:Front Wall height:9.6' Depth below grade:7.3' Insulation depth:9.6' north foundation 5 Insulated Concrete Forms 19 20.0 1 Orientation,Front Wall height:9.6' Depth below grade,6.5' Insulation depth 9 6' east foundation 1•Insulated Concrete Forms 134 20:0 6 Orientation.Right Side Wall height: 12.0' Depth below grade:5 0' Insulation depth:12 0' Window 52:Wood Frame-Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation,Right Side east foundation 2: Insulated Concrete Forms 117 200 6 Orientation:Right Side Wall height:114' Depth below grade.5.3' Insulation depth:11.4' east foundation 3,Insulated Concrete Forms 302 20.0 13 Orientation Right Side Wall height:10.0' Depth below grade*8 0' Insulation depth:10.0' east foundation 4-Insulated Concrete Forms 84 20.0 4 Orientation:Right Side Wall height:9 5' Depth below grade:7.8' Insulation depth*9.5' east foundation 5• Insulated Concrete Forms 347 200 15 Orientation:Right Side Wall height 9.5' Depth below grade,7 5' Insulation depth:9.5' south foundation 1.Insulated Concrete Forms 149 20.0 4 Orientation:Back Wall height:9 8' Depth below grade 9 8' Insulation depth:9 8' Window 53:Wood Frame-Double Pane with Low-E 15 0.350 5 SHGC:0 30 Orientation,Back Window 54:Wood Frame.Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation-Back south foundation 2:Insulated Concrete Forms 23 20.0 1 Orientation-Back Wall height:9 8' Depth below grade.7.5' Insulation depth:9.8' south foundation 3:Insulated Concrete Forms 279 20.0 4 Orientation-Back Wall height:9.8' Project Title: Report date- 04/22/11 Data filename:K•\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 6 of 8 Depth below grade.9.8' Insulation depth-9.8' Window 55:Wood Frame:Double Pane with Low-E 5 0.350 2 SHGC:0.30 Orientation:Back Window 55 copy 1:Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC'0.30 Orientation*Back Window 55 copy 2.Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC.0.30 Orientation:Back Door 11:Solid 21 0.450 9 Orientation:Back Door 12:Solid 60 0.450 27 Orientation:Back Door 12 copy 1:Solid 60 0.450 27 Orientation.Back south foundation 4*Insulated Concrete Forms 49 200 2 Orientation Back Wall height-9.8' Depth below grade:8.0' Insulation depth:9 8' south foundation 5:Insulated Concrete Forms 20 20.0 1 Orientation:Back Wall height:9.8' Depth below grade:9.6' Insulation depth.9.8' west foundation 1:Insulated Concrete Forms 74 20.0 3 Orientation.Left Side Wall height:9.6' Depth below grade:8.4' Insulation depth 9.6' west foundation 2:Insulated Concrete Forms 272 20.0 11 Orientation:Left Side Wall height.9 6' Depth below grade.8.4' Insulation depth.9.6' west foundation 3:Insulated Concrete Forms 86 20.0 4 Orientation-Left Side Wall height:9.6' Depth below grade.8.4' Insulation depth:9.6' west foundation 4:Insulated Concrete Forms 285 20.0 11 Orientation.Left Side Wall height.9.6' Depth below grade:8.4' Insulation depth-9.6' Window 58•Wood Frame Double Pane with Low-E 6 0 350 2 SHGC:0.30 Orientation-Left Side west foundation 5•Insulated Concrete Forms 58 200 2 Orientation.Left Side Wall height:9 6' Depth below grade.7.4' Insulation depth:9 6' west foundation 6:Insulated Concrete Forms 147 20.0 6 Orientation:Left Side Wall heightA V Depth below grade:7.4' Insulation depth:9.6' RM Cathedral Ceiling(no attic) 174 30.0 00 6 R1 B.Cathedral Ceiling(no attic) 174 30.0 00 6 D1A:Cathedral Ceiling(no attic) 47 30.0 0.0 2 D113:Cathedral Ceding(no attic) 47 30.0 00 2 D2A:Cathedral Ceiling(no attic) 47 30.0 0.0 2 .D2B,Cathedral Ceding(no attic) 47 300 0.0 2 Project Title. Report date: 04/22/11 Data filename:K*\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-LIA TRADE OFFk.rck Page 7 of 8 D3A:Cathedral Ceiling(no attic) 47. 30.0 0.0 2 D3B:Cathedral Ceiling(no attic) 47 30.0 0.0 2 D4A:Cathedral Ceiling(no attic) 47 30.0 00 2 D4B:Cathedral Ceiling(no attic) 47 30.0 0.0 2 R2A:Cathedral Ceding(no attic) 28 30.0 00 1 R2B:Cathedral Ceiling(no attic) 28 300 0.0 1 DSA.Cathedral Ceding(no attic) 42 30.0 00 1 DSB:Cathedral Ceiling(no attic) 42 30.0 0.0 1 D6A:Cathedral Ceiling(no attic) 42 30.0 00 1, D6B:Cathedral Ceiling(no attic) 42 30.0 0.0 1 R3A:Flat Ceiling or Scissor Truss 961 30.0 0.0 34 R3B•Cathedral Ceiling(no attic) 523 30.0 00 18 R4A•Cathedral Ceiling(no attic) 393 300 0.0 13 R46:Cathedral Ceiling(no attic) 305 30.0 0.0 10 D7A:Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D76•Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D8A Flat Ceiling or Scissor Truss 44 30,0 010 2 D86:Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D9A.Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D9B:Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D10A*Cathedral Ceiling(no attic) 91 30.0 00 3 D10B.Cathedral Ceiling(no attic) 91 30.0 0.0 3 D11A.Cathedral Ceiling(no attic) 34 30.0 0.0 1 D11 B:Cathedral Ceding(no attic) 34 300 0.0 1 RSA.Cathedral Ceiling(no attic) 553 300 00 19 R56:Cathedral Ceding(no attic) 787 30.0 00 27 SLAB-ON-GRADE:Slab-On-Grade.Unheated 298 7.0 213 Insulation depth.6.0' Floor 3.All-Wood Joist/Truss:Over Unconditioned Space 799 300 00 26 Boiler 1:Other(Except Gas-Fired Steam)86.9 AFUE 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 budding has been designed to meet the 2007 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist Name-Title Signature Date Project Title: Report date: 04/22/11 Data filename K•\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 8 of 8 REScheck Software Version 4.4.1 � DD co liance certificate FEB 26 2018 Energy Code: 2007 IECC ® ®�5®� ®yj� Location: Suffolk County,Ne York Construction Type: Single Family Building Orientation Bldg.faces 0 deg. rom North Conditioned Floor ea: 6706 ft2 Glazing Area Perce tage: 270% Heating Degree Da 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Thomas Shillo Bruce Kinlin Fishers Island,NY Kinlin Rutherford Architects,PLLC 330 West 38th Street Suite 1006 - New'York.NY 10018 ,Compliance:12.2°/p Better Than Code Maximum UA:1543 Your UA:1355 ' 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 mmimumcode home M- D '�','„�.5•,�;s�n:.� 04 north wall 1:Wood Frame,'16"o.c. 486 20.0 0.0 25 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 24 0.350 8 SHGC:0:30 Orientation:Front . Window 2:Wood Frame:Double Pane with Low-E 15 - _ 0.350 5 SHGC:0.30 Orientation,Front Door,1:Glass 21 0.350 7' SHGC:-0.30 Orientation:Front -north wall 2:Wood Frame;16"o.e. 203 20.0 0.0 9 Orientation:Front - Door 2:Glass 22 0.350 8 SHGC:0.30 Orientation:Front Door 3:',Glass 22 0.350 8 SHGC.0.30 Orientation:Front' north wall 3:Wood Frame,16"o.c. 153 20,0 0.0 5 ` Orientation:Front" ,Window 3:Wood Frame:Double Pane with Low-E 9 0.350 3 SHGC:0.30 Orientation:Front Window 4:Wood Frame.Double Pane with Low-E 17 0.350 6 SHGC:0.30 Orientation:Front Door 4;Glass 41 '0.350 14 SHGC:0.30 Orientation:Front north wall 4:Wood Frame,16"D.C. 67 20.0 0.0- 3 Orientation:Front Window 6:Wood Frame`Doubie Pane with Low-E 21 0.350 7 SHGC:0 30 Orientation:Front north wall 5:Wood'Frame,16"o.c. 52 20.0 0.0 2 Onentation•Front - Project Title'. _ - _..�_ _ •" W ._. W.•�. - -._.._Report date: 04122111 Data filename.K:11-ACTIVE PROJECTS1077-Belle Hill House\ResCheck177(11)04-22 ResChec-UA TRADE OFFk.rck Page 1 of 8 Window 5:Wood Frame.Double Pane with Low-E - 16- SHGC:0.30 Orientation:Front north wall 6:Wood Frame,16"o.c. 12 200 0. FEB 2 6' 1018 Orientation:Front - north.wall 7:Wood Frame,16"o.c. 12. 20.0 0.0 t Orientation:Front F-, '- north wall 8:Wood Frame,16"o.c. 11 20.0 0.0v Orieritation:Front TO OF SObTHOLD north wall 9:Wood Frame,16"o c. 11 20.0 0.0 1 Orientation:Front north wall 10.Wood Frame,16"o.c. 11 20.0 0.0 1 Orientation:Front east wall 1:Wood Frame,16"o c. 217 20.0 OA 11 Orientation:Right Side Window 7:Wood Frame:Double Pane with'Low-E 32 0.350 11 SHGC:0.30 Orientation:Right Side Window 8:Wood'Frame:Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation:Right Side east wall,2:Wood Frame,16"o.c. 567 20.0 0.01 27 Orientation:Right Side Window 9:Wood Frame:Double Pane with Low-E 36 0.350 13� SHGC:0.30 Orientation:Right Side- Window ideWindow 10:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation:Right'Srde Window 11:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation:Right Side Window 12:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation,Right Side Window 13:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Onentation:Right Side Window 14•Wood Frame:Double Panevith Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side Window 15:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side east wall"3:Wood Frame,i6"o.c. 95 20.0 0.01 2 Orientation:Right Side Window 16:Wood Frame:Double Pane with Low-E 48 0.350 17 SHGC:0.30 Orientation:Right Side- Door 5:Glass 18 0.350 6 SHGC:0.30 Orientation:Right Side east wall 4:Wood Frame, 16"o.c. 412 20.0, 0.0 18 , Orientation:Right Side - - Window 17:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side Window 17 copy 1:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC*0.30 Orientation:Right Side Window 17 copy 2-Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side Window 17 copy 3:Wood Frame:Double Pane with"Low-E 20 0.350 7 SHGC:0.30 Project Title: Report date: 04/22/11 Data filename.K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk:rck . Page 2 of 8 7 Orientation.Right'Side �--� Window 17 copy 4:Wood Frame.Double Pane with Low-E 20 0.350 7 D SHGC:0.30 2 6 Orientation:Right Side FEB 2018 east wall 5:Wood Frame,16"o.c. 56 20.0 0.0 2 Orientation:Right Side Window 22:Wood Frame:Double Pane with Low-E 16 SHGC:•0.30, Orientation:Right Side -` TOWN OF SOUTHO D east'wall 6:Wood Frame,16"o.c 56 20,0 0.0 2 Orientation:Right.Side, Window 22 copy 1:Wood Frame:DoL bid Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side east wall 7:Wood Frame, 16"o.c. 56 20.0 0.0 2 Orientation:Right Side ,Window 22,copy 2:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right'Side east wall 8:Wood-Frame,16"o.c 12 20.0 0.0 1 Orientation:Right Side east wall.9:Wood Frame,16"o.c. 12 . 20.0 0.0 1 Orientation:Right.Side east wall 10:.Wood Frame,16"o.c. 1320.0 0.0 1 Orientation:Right Side east waft 11:Wood Frame,16"o.c.° 13 20.0 0.0 1 Orientation:Right'Side east wall 12:Wood Frame,16"0 C. 13 20,0 0.0 1 Orientation:Right'Side east wall 13:Wood Frame,16"'0.c. . 13 20.0 0.0 1 Orientation:Right Side south wail 1:Wood Frame,16'•'o.c. 178 20.0 0.0 6 Orientation:Back Window 28:Wood'Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation:Back _ Window,25 cope 1:Wood Frame:Double Pane With,Low-E' 22 0 350 8 SHGC:0.30 Orientation:Back Window 27:Wood Frame:Double Pane with Low-E 40 0.350- 14 ,SHGC:0.30 Orientation:Back south•wall 2:Wood Frame,16"o c. 59 20.0 '0.0 3 Orientation:Back Window 28:Wood Frame:Double Pane with Low7E 15 0.350 5- SHGC,,0.30 Orientation:Back south wall 3:Wood Frame,16"o.c. 59 200 0.0 3 Orientation:Back Window 28 copy 1:Wood Frame:Double Pane with Low-E 15 0:350 5 SHGC,0.30 6dentation•Back south wall 4:Wood Frame,16"o.c. 59 201-0 0.0 3 Orientation:Back Window 28 copy 2:Wood Frame:Double Pane with Low-E -15 0 350 5 SHGC:0.30' Orientation:Back south wall 5:Wood Frame,16"o.c. 59 20.0 0.0 3 Orientation:Back Window 28 copy 3:Wood Frame:Double Pane with Low-E 15 0:350 5 SHGC:0.30 Orientation-Back south wall 6:Wood Frame,16"o.c. 59 20.0 0.0 3 Orientation Back Project Title: Report date. 04/22111 Data filename:Kilt-AOTIVE PROJECTS1077-Belle Hill HouselResCheck177(11)04-22 Resbhec-UA TRADE OFFk.rck Page 3 of 8 Dre f777\1 Window ;qzl ndow 28 copy 4.Wood Frame:Double Pane with Low-E 15 350 5 SHGC-0.30 Orientation:Back south wall 7-*Wood Frame,16"o.c. 26 26.0 0.0 FEB 2 6 �013 Onentation;Back south wall 8:Wood Frame,16",o.c. 170 20.0 0.0 10 Orientation:Rack south wall 9:Wood Frame,16"o.c. 12 20.0 0-0 TO +T OF SOUT11OLD Orientation:Back, south wall 10:Wood Frame,46"o.c. 12 20.0 OM Orientation:Back south wall 11,.Wood Frame,16"o.c. 11 20.0 00 Orientation:Back south-wall 12:Wood Frame,16"o.c. ii 20.0 6.0 'Orientation:Back south wall 13,Wood Frame,W o.c. 11 20.0 0.0 Odentation:'Back south wall 14:Wood Frame.16"o.c. 28 200 a 0 2 Orientation:Back west.Wall 1:Wood Frame;16"o.c. 86 20.0 0;0� 5 Orientation.Left Side west wall 2'Wood Frame,16"o.c. 327 20.0 0.-0 11 Orientation.,Left Side Window 33�Wood Fr'ame-Double Pane with Low-E_ 33 0.350 12 SHGC:MIJ Orientation.Left Side Window 33'cooy 1:Wood Frame.Doub'l'e'Pane with Low-E 50 0.350 18 SHGC:0-30 - - Orientation:Left Side; Window 33 copy 1:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 Orientation:Left Side Door.6:Glass 20' 0.350 7 ,SHGC:0.30 Orientation:Left-Side west wall 3:Wood Frame,16"o.c. 94 20.0 0.0 Orientation:Left Side Window 36:Wood Frarrfe:Double Pane With Low-E 49 0.350 '17 SHGC:0.30 Orientation:Left Side Door 7:Glass 20 0.350 7 'SHGC:0.30 Orientation:Left,Side west wall 4:Wood Fiame,16"o.c '567 20.0 0.0 128 Orientation:Left Side Window 37:Wood Frame-.Double Pane with Low-E 25 4,350 9 SHGC:'0.30 Orientation',Left Side Window 37 copy 1:Wood Frame:bouble Pane with Low-E 25 0.350 9- SHOCA.30 Orientation:Left Side Window 37,copy 2:Wood-Frame Double Pane with Low-E 41 0.3510 14 .SHG,C:'0.30 Orientation,.Left'Side west wall 5.Wood Frame,16"o c. 62 200 00. 1 Orientation:Left Side Window 40:Wood Frame:Double Pane with Low-E 8 0350 a SHGC:0.30 Orientation:Left Side Door 8:Glass 36 0,350 1'3 SHGC:0 30 Orientation.Left Side west wall 6:Wood Frame,16"o.c. 239 '20.0 0.0 9 Odentation*,Leff Side Project Title: Report date:04/22/11 Data fitename:K.\1-ACTIVE PROJECTS\077-Belle-Hill House\ResCheck\77(91)04-22 ResChec-UA TRADE OFFk.rck Page 4 of 8 D Window 41•Wood Frame•Double Pane with Low-E 22 0.350 8 r- `7( �n, 7 SHGC:0.30 Orientation:Left Side FEB 2 6 2018 Window 41 copy_1:Wood Frame.Double Pane with Low-E 22 0 350 8 SHGC-0.30 Orientation:Left Side 1,• ,: :.i',, Window 41 copy 2:Wood Frame:Double Pane with Low-E 40 .,0,359 2,OF SOUTH®LD SHGC:0.30 'Y 6�V�'l�i Orientation Left Side Window 41 copy 3:Wood Frame-Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation:Left Side west wall 7:Wood.Frame,16"o.c. 3 20.0 0.0 0, Orientation:Left Side west wall 8:Wood Frame,16"o.c. 70 20.0 00 2 Orientations Left Side Window 45:Wood Frame:Double Pane with Low-E 30 0.350 11 SHGC:0.30 Orientation-Left Side west wall 9:Wood Frame,16"o.c. 14 20.0 0.0 1 Orientation:Left Side west wall 10.'Wood Frame,16"o o, 1N, 20.0 0.0 7' Orientation:Left Side ,Window 46•Wood Frame:Double Pane with Low-E 14 0.350 5, SHGC:.0.30 Orientation:Left Side Window 47;Wood Frame:Double,Pane with Low-E 14 0.350 - 5, SHGC:0.30 Orientation:Left Side Window 48:Wood Frame:Double'Pane with Low-E' 7 0.350 2 SHGC;.0.30 Orientation:Left Side Door"9:Glass 37' 0.350 13 SHGC 0.30 Orientation:Left Side west wall 11:Woad Frame, 16"o.c. 19 20.0 0.0 1 Orientation:Left Side west wall 12•Wood Frame,16"•o c.- 51 20.0 0.0 2 Orientation:Left Side Wndow'49.Wood F(ame:Double Pane with Low=E 23 0.350 8' SHGC:0.30 Orientation:Left Side west wall 13:Wood Frame, 16"o.c. 13 20.0 0.0 1 Orientation:Left Side west wall"14:Wood Frame,16"ox 13 20.0 0.0 1 Orientation:Left Side west.wall 15•Wood Frame,16"o c" '13 200 0.0 1 Orientation:Left Side west wall 16:Wood Frame,16"o,c. 13 20.0 0.0 1 Orientation:Left Side garage ceiling:All-Wood Joist/ffuss:Over Unconditioned Space 799' 30.0 0.0 26 north foundation 1:Insulated Concrete Forms 125 20.0 4 Orientation:Front Wall height:9.6' Depth below grade'3.0' Insulation'depth:9.6' Window 50:Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC:0:30 Orientation:Front Window 50 copy 1:Wood Frame:Double Pane with Low-E 11 0.356 4 ° SHGC:'0.30 Orientation:Front Door 10:Glass 33 0.350 12 SHGC.0.30 Orientation:Front Project Title: Report date, 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill Hotise\ResCheck177(11)04422 ResChec-UA TRADE OFFk.rck Page 5 of 8 V, U f i I fl REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2007 IECC Location. Suffol , New York Construction Type: Sing a Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area- 6706 ft2 Glazing Area Percentage' 27% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Thomas Shillo Bruce Kinlin Fishers Island,NY Kinlin Rutherfurd Architects,PLLC 330 West 38th Street Suite 1006 New York,NY 10018 Compliance:12.2%Better Than Code Maximum UA:1543 Your UA:1355 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 CQnt Glaiz' in'g'''A or or D•• north wall 1:Wood Frame,16"o.c. 486 20.0 0.0 25 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 24 0.350 8 SHGC:0 30 Orientation:Front Window 2:Wood Frame-Double Pane with Low-E 15 0 350 5 SHGC:0.30 Orientation.Front Door 1:Glass 21 0 350 7 SHGC:0.30 Orientation*Front north wall 2:Wood Frame,16"d.c. 203 20.0 0.0 9 Orientation•Front Door 2:Glass 22 0.350 8 SHGC:0.30 Orientation.Front Door 3:Glass 22 0.350 8 SHGC:0.30 Orientation:Front north wall 3:Wood Frame, 16"o.c. 153 20.0 0.0 5 Orientation:Front Window 3•Wood Frame:Double Pane with Low-E 9 0 350 3 SHGC:0.30 Orientation:Front Window 4:Wood Frame:Double Pane with Low-E 17 0.350 6 SHGC:0.30 Orientation:Front Door 4:Glass 41 0.350 14 SHGC:0.30 Orientation:Front north wall 4:Wood Frame,16"o.c. -67 200 0.0 3 Orientation:Front Window 6:Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC:0.30 Orientation:Front north wall 5:Wood Frame,16"o.c. 52 20.0 0.0 2 Orientation:Front Project Title: Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE,OFFk rck Page 1 of 8 i Window 5 Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Front north wall 6.Wood Frame, 16"o.c. 12 20.0 0.0 1 Orientation:Front north wall 7:Wood Frame, 16"o c. 12 20.0 0.0 1 Orientation:Front north wall 8:Wood Frame, 16"o c. 11 200 0.0 1 Orientation:Front north wall 9 Wood Frame,16"o.c. 11 20.0 0.0 1 Orientation:Front north wall 10:Wood Frame, 16"o.c. 11 20.0 00 1 Orientation:Front east wall 1.Wood Frame,16"o.c. 217 20.0 0.0 11 Orientation.Right Side Window 7:Wood Frame.Double Pane with Low-E 32 0.350 11 SHGC:0.30 Orientation:Right Side Window 8:Wood Frame.Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation:Right Side east wall 2:Wood Frame,16"o.c. 567 20.0 0.0 27 Orientation:Right Side Window 9:Wood Frame:Double Pane with Low-E 36 0.350 13 SHGC.0.30 Orientation:Right Side Window 10:Wood Frame•Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation:Right Side Window 11:Wood Frame.Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation:Right Side Window 12.Wood Frame Double Pane with Low-E 10 0 350 4 SHGC-0 30 Orientation:Right Side Window 13•Wood Frame-Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side Window 14:Wood Frame.Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side Window 15 Wood Frame.Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation-Right Side east wall 3:Wood Frame, 16"o c 95 200 00 2 Orientation Right Side Window 16 Wood Frame:Double Pane with Low-E 48 0.350 17 SHGC:0.30 Orientation:Right Side Door 5:Glass 18 0.350 6 SHGC:0.30 Orientation:Right Side east wall 4 Wood Frame,16"o c 412 200 00 18 Orientation:Right Side Window 17:Wood Frame:Double Pane with Low-E 20 0 350 7 SHGC:0 30 Orientation:Right Side Window 17 copy 1:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side Window 17 copy 2:Wood Frame Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right Side Window 17 copy 3.Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Project Title: Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22.ResChec-UA TRADE OFFk.rck Page 2 of 8 Orientation.Right Side Window 17 copy 4:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation.Right Side east wall 5•Wood Frame,16"o.c. 56 20.0 0.0 2 Orientation.Right Side Window 22:Wood Frame.Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation*Right Side east wall 6•Wood Frame,16"o.c. 56 20.0 0.0 2 Orientation Right Side Window 22 copy 1 Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right Side east wall 7:Wood Frame,16"o.c. 56 20.0 00 2 Orientation:Right Side Window 22 copy 2:Wood Frame.Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation Right Side east wall 8:Wood Frame,16"o.c. 12 20.0 0.0 1 Orientation:Right Side east wall 9:Wood Frame,16"o.c. 12 20.0 0.0 1 Orientation:Right Side east wall 10:Wood Frame, 16"o.c. 13 20.0 0.0 1 Orientation:Right Side east wall 11:Wood Frame, 16"o c. 13 20.0 0.0 1 Orientation:Right Side east wall 12:Wood Frame,16"ox 13 20.0 0.0 1 Orientation:Right Side east wall 13:Wood Frame, 16"o.c 13 20.0 0.0 1 Orientation:Right Side south wall 1:Wood Frame,16"o c. 178 20.0 0.0 6 Orientation:Back Window 25:Wood Frame.Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation:Back Window 25 copy 1:Wood Frame-Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation:Back Window 27:Wood Frame.Double Pane with Low-E 40 0.350 14 SHGC:0.30 Orientation:Back south wall 2.Wood Frame,16"o.c 59 20.0 0.0 3 Orientation:Back Window 28:Wood Frame Double Pane with Low-E 15 0 350 5 SHGC*0.30 Orientation:Back south wall 3:Wood Frame, 16"o c. 59 20.0 0.0 3 Orientation:,Back Window 28 copy 1:Wood Frame Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation Back south wall 4:Wood Frame, 16"o c. 59 20.0 0.0 3 Orientation.Back Window 28 copy 2:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC.0.30 Orientation:Back south wall 5:Wood Frame,16"o.c. 59 20.0 0.0 3 Orientation:Back Window 28 copy 3:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 6•Wood Frame,16"o.c. 59 200 0.0 3 Orientation-Back Project Title: Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 3 of 8 Window 28 copy 4•Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation Back south wall 7:Wood Frame,16"o.c. 26 20.0 0.0 2 Orientation:Back south wall 8:Wood Frame, 16"o.c. 170 20.0 0.0 10 Orientation:Back south wall 9.Wood Frame, 16"o.c. 12 20.0 0.0 1 Orientation:Back south wall 10:Wood Frame,16"o.c. 12 20.0 00 1 Orientation:Back south wall 11:Wood Frame,16"o.c. 11 20.0 0.0 1 Orientation:Back south wall 12.Wood Frame, 16"o.c. 11 20.0 00 1 Orientation:Back south wall 13:Wood Frame, 16"o.c. 11 20.0 0.0 1 Orientation:Back south wall 14.Wood Frame, 16"o.c. 28 20.0 00 2 Orientation:Back west wall 1:Wood Frame,16"o.c. 86 20.0 00 5 Orientation:Left Side west wall 2:Wood Frame,16"o c 327 20.0 0.0 11 Orientation:Left Side Window 33:Wood Frame:Double Pane with Low-E 33 0 350 12 SHGC:0 30 Orientation:Left Side Window 33 copy 1:Wood Frame:Double Pane with Low-E 50 0.350 18 SHGC:0.30 Orientation Left Side Window 33 copy 1•Wood Frame-Double Pane with Low-E 33 0 350 12 SHGC:0.30 Orientation Left Side Door 6:Glass 20 0 350 7 SHGC:0.30 Orientation.Left Side west wall 3:Wood Frame, 16"o.c. 94 20.0 0.0 1 Orientation:Left Side Window 36,Wood Frame.Double Pane with Low-E 49 0.350 17 SHGC:0.30 Orientation:Left Side Door 7 Glass 20 0.350 7 SHGC:0.30 Orientation:Left Side west wall 4.Wood Frame,16"o.c. 567 20.0 0.0 28 Orientation-Left Side Window 37•Wood Frame:Double Pane with Low-E 25 0 350 9 SHGC:0.30 Orientation:Left Side Window 37 copy 1•Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC*0.30 Orientation:Left Side Window 37 copy 2:Wood Frame.Double Pane with Low-E 41 0.350 14 SHGC:0.30 Orientation:Left Side west wall 5:Wood Frame,16"o.c. 62 20.0 0.0 1 Orientation:Left Side Window 40•Wood Frame:Double Pane with Low-E 8 0.350 3 SHGC:0.30 Orientation:Left Side Door 8:Glass 36 0.350 13 SHGC:0.30 Orientation-Left Side west wall 6:Wood Frame, 16"o.c. 239 200 00 9 Orientation:Left Side Project Title: Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 4 of 8 Window 41:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC.0.30 Orientation,Left Side Window 41 copy 1:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation-Left Side Window 41 copy 2•Wood Frame:Double Pane with Low-E 40 0.350 14 SHGC:0.30 Orientation*Left Side Window 41 copy 3:Wood Frame.Double Pane with Low-E 7 0.350 2 SHGC:0.30 Onentatiow Left Side west wall 7:Wood Frame, 16"o.c. 3 20.0 0.0 0 Orientation.Left Side west wall 8:Wood Frame, 16"o c 70 20.0 0.0 2 Orientation:Left Side Window 45:Wood Frame•Double Pane with Low-E 30 0.350 11 SHGC:0.30 Orientation:Left Side west wall 9:Wood Frame, 16"o c. 14 20.0 0.0 1 Orientation:Left Side west wall 10:Wood Frame,16"o.c. 194 20.0 0.0 7 Orientation:Left Side Window 46:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC:0.30 Orientation:Left Side Window 47:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC:0.30 Orientation:Left Side Window 48:Wood Frame:Double Pane with Low-E 7 0 350 2 SHGC.0.30 Orientation:Left Side Door 9:Glass 37 0.350 13 SHGC:0.30 Orientation Left Side west wall 11•Wood Frame, 16"o.c. 19 200 0.0 1 Orientation:Left Side west wall 12:Wood Frame,16"o c. 51 20.0 0.0 2 Orientation.Left Side Window 49:Wood Frame:Double Pane with Low-E 23 0 350 8 SHGC:0.30 Orientation.Left Side west wall 13•Wood Frame,16"o c 13 20.0 0.0 1 Orientation:Left Side west wall 14:Wood Frame,16"o c. 13 20.0 0.0 1 Orientation:Left Side west wall 15:Wood Frame,16"o c 13 20.0 0.0 1 Orientation.Left Side west wall 16:Wood Frame,16"ox 13 20.0 00 1 Orientation:Left Side garage ceiling All-Wood Joist/Truss:Over Unconditioned Space 799 30.0 0.0 26 north foundation 1:Insulated Concrete Forms 125 20.0 4 Orientation:Front Wall height:9.6' Depth below grade.3.0' Insulation depth:9.6' Window 50:Wood Frame-Double Pane with Low-E 11 0.350 4 SHGC:0.30 Orientation:Front Window 50 copy 1:Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC:0.30 Orientation:Front Door 10:Glass 33 0.350 12 SHGC:0.30 Orientation Front Project Title. Report date: 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 5 of 8 north foundation 2•Insulated Concrete Forms 176 20.0 8 Orientation:Front Wall height:9.6' Depth below grade:5.6' Insulation depth:9.6' north foundation 3:Insulated Concrete Forms 133 20.0 6 Orientation:Front Wall height:9.6' Depth below grade:6.6' Insulation depth:9.6' north foundation 4:Insulated Concrete Forms 70 20.0 3 Orientation:Front Wall height:9.6' Depth below grade:7.3' Insulation depth.9.6' north foundation 5:Insulated Concrete Forms 19 200 1 Orientation,Front Wall height*9.6' Depth below grade:6.5' Insulation depth:9 6' east foundation 1.Insulated Concrete Forms 134 200 6 Orientation:Right Side Wall height:12 0' Depth below grade:5.0' Insulation depth:12.0' Window 52:Wood Frame:Double Pane with Low-E 16 0 350 6 SHGC:0.30 Orientation:Right Side east foundation 2:Insulated Concrete Forms 117 20.0 6 Orientation:Right Side Wall height:11.4' Depth below grade.5.3' Insulation depth:11.4' east foundation 3:Insulated Concrete Forms 302 20.0 13 Orientation:Right Side Wall height:10.0' Depth below grade:8.0' Insulation depth:10 0' east foundation 4:Insulated Concrete Forms 84 20.0 4 Orientation.Right Side Wall height:9 5' Depth below grade:7 8' Insulation depth:9.5' east foundation 5•Insulated Concrete Forms 347 20.0 15 Orientation:Right Side Wall height:9.5' Depth below grade:7.5' Insulation depth.9.5' south foundation 1:Insulated Concrete Forms 149 20.0 4 Orientation:Back Wall height:9.8' Depth below grade:9 8' Insulation depth:9.8' Window 53:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC.0.30 Orientation:Back Window 54:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south foundation 2.Insulated Concrete Forms 23 20.0 1 Orientation:Back Wall height:9.8' Depth below grade.7.5' Insulation depth:9.8' south foundation 3:Insulated Concrete Forms 279 20.0 4 Orientation:Back Wall height 9 8' Project Title: Report date. 04/22/11 Data filename:K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-'UA TRADE OFFk.rck Page 6 of 8 Depth below grade:9.8' Insulation depth:9.8' Window 55:Wood Frame:Double Pane with Low-E 5 0.350 2 SHGC:0 30 Orientation:Back Window 55 copy 1.Wood Frame Double Pane with Low-E 13 0 350 5 SHGC'0 30 Orientation,Back Window 55 copy 2:Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC:0.30 Orientation:Back Door 11:Solid 21 0.450 9 Orientation.Back Door 12:Solid 60 0.450 27 Orientation.Back Door 12 copy 1.Solid 60 0.450 27 Orientation:Back south foundation 4:Insulated Concrete Forms 49 20.0 2 Orientation:Back Wall height.9 8' Depth below grade:8.0' Insulation depth*9 8' south foundation 5.Insulated Concrete Forms 20 20.0 1 Orientation:Back Wall height.9 8' Depth below grade.9.6' Insulation depth:9.8' west foundation 1•Insulated Concrete Forms 74 200 3 Orientation:Left Side Wall height.9 6' Depth below grade:8.4' Insulation depth:9.6' west foundation 2:Insulated Concrete Forms 272 20.0 11 Orientation Left Side Wall height:9 6' Depth below grade:8.4' Insulation depth.9.6' west foundation 3:Insulated Concrete Forms 86 200 4 Orientation.Left Side Wall height:9.6' Depth below grade:8.4' Insulation depth:9 6' west foundation 4.Insulated Concrete Forms 285 200 11 Orientation,Left Side Wall height:9.6' Depth below grade:,8.4' Insulation depth 9 6' Window 58:Wood Frame:Double Pane with Low-E 6 0.350 2 SHGC:0.30 Orientation Left Side west foundation 5:Insulated Concrete Forms 58 200 2 Orientation:Left Side Wall height:9.6' Depth below grade*7.4' Insulation depth 9 6' west foundation 6.Insulated Concrete Forms 147 200 6 Orientation:Left Side Wall height:9.6' Depth below grade:7.4' Insulation depth,9 6' R1A:Cathedral Ceding(no attic) 174 300 0.0 6 R1 B.Cathedral Ceiling(no attic) 174 300 0.0 6 D1A•Cathedral Ceding(no attic) 47 30.0 0.0 2 D1 B.Cathedral Ceiling(no attic) 47 30.0 0.0 2 D2A.Cathedral Ceiling(no attic) 47 30.0 0.0 2 D213 Cathedral Ceding(no attic) 47 30.0 0.0 2 Project Title: � Report date 04/22/11 Data filename.K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 7 of 8 D3A:Cathedral Ceiling(no attic) 47 30.0 0.0 2 D3B:Cathedral Ceding(no attic) 47 30.0 00 2 D4A.Cathedral Ceding(no attic) 47 30.0 0.0 2 D4B•Cathedral Ceiling(no attic) 47 30.0 0.0 2 R2A:Cathedral Ceiling(no attic) 28 30.0 0.0 1 R2B:Cathedral Ceiling(no attic) 28 30.0 0.0 1 DSA:Cathedral Ceding(no attic) 42 30.0 0.0 1 DSB:Cathedral Ceiling(no attic) 42 30.0 0.0 1 D6A:Cathedral Ceiling(no attic) 42 30.0 0.0 1 D6B:Cathedral Ceiling(no attic) 42 30.0 0.0 1 R3A:Flat Ceiling or Scissor Truss 961 30.0 0.0 34 R36:Cathedral Ceiling(no attic) 523 30.0 0.0 18 R4A:Cathedral Ceiling(no attic) 393 30.0 0.0 13 R4B:Cathedral Ceiling(no attic) 305 30.0 0.0 10 D7A Flat Ceding or Scissor Truss 44 30.0 0.0 2 D7B:Flat Ceding or Scissor Truss 44 30.0 0.0 2 D8A•Flat Ceding or Scissor Truss 44 30.0 0.0 2 DBB:Flat Ceding or Scissor Truss 44 30.0 0.0 2 D9A:Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D913:Flat Ceiling or Scissor Truss 44 30.0 0.0 2 D10A,Cathedral Ceding(no attic) 91 30.0 0.0 3 D1013•Cathedral Ceding(no attic) 91 30.0 0.0 3 D1 1A:Cathedral Ceiling(no attic) 34 30.0 00 1 D11B.Cathedral Ceiling(no attic) 34 30.0 0.0 1 RSA:Cathedral Ceiling(no attic) 553 30.0 0.0 19 RSB:Cathedral Ceding(no attic) 787 30.0 0.0 27 SLAB-ON-GRADE.Slab-On-Grade.Unheated 298 7.0 213 Insulation depth.6.0' Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 799 30.0 0.0 26 Boiler 1,Other(Except Gas-Fired Steam)86.9 AFUE 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 2007 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inrspection Checklist -A,N,t� J S 'sh/ Name-Title Signature Dat Project Title: Report date: 04/22/11 Data filename K:\1-ACTIVE PROJECTS\077-Belle Hill House\ResCheck\77(11)04-22 ResChec-UA TRADE OFFk.rck Page 8 of 8 �J�� L •'.t � _ - a-` 1 _ _ 4,., _� \/1 iTOROND 100 VQ[ �GvrlaGl �ev.i��n•,t•,lnnut.h.hinny Cmnpaw Inc A genuine triple-pass boiler of cast WD[Ori".1uray Roan 9 TO' b o,ON•MO LGS•Gm adu iron sectional design. The high-quality rr�� t'o` �,Gi99'3 rdx,Si9,9"sS-o99r construction and innovative oil heating li ° ok wa.vvic�srran,�ca technology of this boiler provide a o Vi�stmnnnb,an•ncttrr,n�Cnmpan,•tUSllne gy p 1A.- The �ja4r.....k,R1•2"5•U SAhigh level of operational reliabilityT,I ,4o,l79a.n9� rax 1�,;�1�oseoEl high-efficiency operation and reduced cmemissions.benefits at a glance: rL ■Get the most out of your fuel dollar! __ I Maximum heat extraction with triple- _ pass design. A.F.U.E.: up to 86.9%. ■Extremely durable cast iron heat exchanger for maximum reliability = and service life. Triple-pass heat ■Clean combustion with Beckett or exchanger Riello burner. ■Integrated stainless steel combustion chamber insert for clean and -- efficient combustion. ■Thick 3%" insulation for extremely ` low standby losses and fuel savings. ;il � ,ll�l l� ■ Easy access Full-swing left-or right-hinged Riello F Series combustion chamber door. burner ` ■Low maintenance cost with service- friendly burner and easy-to-clean flue gas passageways. P- 6 ■Spacious,wet-base water walls prevent deposits, reduce stress and increase boiler life. , E Direct vent option (up to VR1-33) eliminates the need for a chimney Vitotronic control !and combustion air supply opening. option Vitorond 100 boiler with Beckett NX burner and Vitoceii 100 tank shown E Multiple control options: Choose from a standard 24 VAC room thermostat or Vitotronic control options for additional energy _ savings. I N Additional energy savings and 0 Boiler return injector available with reduced emissions with modulating Vitotronic controls protects against boiler water temperatures when formation of condensation andt-'���, I using Vitotronic control options enables safe lower-temperature operation for increased efficiency. 11 Increased boiler life and efficiency with VO TtOROXID 9O® VRI- 22 27 33 40 50 63 return injector(with Vitotronic controls) Rated input MBH 91 105 140 161 196 245 Rated output MBH 80 92 122 140 172 215 a m Dimensions Boller Length Inches 41'/4 47 47 38 43 48 (incl. burner)?Boller Width Inches 193/4 19% 193/4 22A 22%4 22'/4 a Boder Height inches 33 33 33 393/4 393/4 39% 12 r L • OL Boller Height(Incl. control) inches 44 44 44 41 50%2 50'/2 50'/2 0 Weight Boder Package lbs 400 477 l� 485 533 654 775 o (shipping) ® iconBeckett Burner lbs 37 37 ,i 37 37 24 24 CC Burner lbs 31 31 33 33 33 37 �� i��a lk�1 00 00 V . 1 Dimensions Include burner cover if applicable(not extension of blast tube Into combustion cliamber) Technical information subject to change without notice FISHERS ISLAND WATER WORKS P.O. DRAWER E FISHERS ISLAND, NEW YORK 06390 631 788 7251 10/11/2011 { RE: R10-07-0084 To: Suffolk County Health Department This letter is certification of potable water being supplied to the Fishers Island residence of Thomas J Shillo(SC Tax Map# 1000-9-1-9.3) Service consists of a 2"Endopure Line from our main distribution system. Sincerely yours, Robert E. Wall President I i - Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 I I i I January 27, 2016 i - Town of Southold, Building Department P. O. Box 1179 ! Southold,NY 11971-0959 I f To whom it may concern: As discussed with Tracy on 1/27/16 please find enclosed a check in the amount of$1,336.60 for expired permit#33629. Sincerely, I i Thomas J. Shillo _ Z& S Contracting, Inc. Ii 1 I _ TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No. 87931 Southold, New York 11971 Date 2,4- "Ile Received of Z SCAnjrCi oh ncl 71—hr, h - (v4 /1 OODollars ForQ Fee for Fee for Fee for Fee for Fee for Certificate Electrical ❑ Sign ❑ Flood Development Pmt. Building Permit ❑ of Occupancy ❑ Inspection ❑ Cash Check 1po Building Departm w TOWN OF SOUTHOLD 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#: 40443 Date: 2/1/2016 Permission is hereby granted to: Shillo, Thomas PO BOX 161 Fishers Island, NY 06390 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. Replaces BP#33629 At premises located at: Row Off Mansion Dr., Fishers Island SCTM #473889 Sec/Block/Lot# 9.-1-9.3 Pursuant to application dated 2/1/2016 and approved by the Building Inspector. To expire on 8/2/2017. Fees: PERMIT RENEWAL $1,336.60 Total: $1,336.60 nr� B ' di Inspector 13 1-. 1L (A- IP IE IR Id I ir ISSUED TO -l"I")h j DATE a - 201(e ADDRESS &IA (tff Fin This notice must be displayed during construction and returned to Building Dept, to get a certificate of occupancy upon completion of work. BUILDING INSPECTOR'S OFFICE, TOWN OF SOUTHOLD SOUTHOLD, N.Y. exp: 03'.0a-- 2011 40 Nottingham Dr., Middle Island, NY 11953 SUFFOLK ' BUREAU o Telephone: 1 631 495 8136 ! ELECTRICAL Fax: 1 631 980 6455 INSPECTORS, Inc. Email: SBEIGS@gmail.com Statement Date Mar 14, 2011 Z & S CONTRACTING, INC, Client ID#:7574 P. O. BOX 202 Account code: B Phone: (631) 788-7857 FISHERS ISLAND, NY Cell: () - 06390 Fax: (631) 788-5600 Page 1 Application No. 11247 Location Date Type Detail Amount Date Received: Sep 23;-2009 Thomas and Dianna Shillo Jan 21, 2011, Charge Rough 100.00 Date Completed: Belle Hill Fishers Island, NY 06390 Amount Due (Application 11247): $100.00 ACCOUNT BALANCE DM, 100.00 r� 2011 For your convenience you can make an online payment at www.SuffolkBEI.com OR submit a Check payable to Suffolk Bureau of Electrical Inspectors Inc. Please submit payment. THANK YOU Sc eck Software Version 4.6.5 f2iCompliance Certificate Project �'�`• Energy Code: 2012 IECC �';;,;�•��=�I+•���-'I` ��°� Location: Southold, New York Construction Type: Single-family i Project Type: New Construction Orientation: Bldg. faces 0 deg. from North _ JUN 21 2019 Conditioned Floor Area: 6,706 ft2 Glazing Area 28% 7, -gyp Climate Zone: 4 (5572 HDD) Wad Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Thomas Shillo Bruce Kinlin Fishers Island, NY Kinlin Rutherfurd Architects, PLLC 330 West 38th Street Suite 1006 New York, NY 10018 Compliance: 0.8%Better Than Code Maximum UA: 1366 Your UA: 1355 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Envelope Assemblies AssemblyGross Area Cavity Cont. e e perimeter north wall 1:Wood Frame, 16"D.C. 486 20.0 0.0 0.059 25 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 24 0.350 8 SHGC: 0.30 Orientation: Front Window 2:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Front Door 1:Glass 21 0.350 7 SHGC: 0.30 Orientation: Front north wall 2:Wood Frame, 16" D.C. 203 20.0 0.0 0.059 9 Orientation: Front Door 2:Glass 22 0.350 8 SHGC: 0.30 Orientation: Front Door 3: Glass 22 0.350 8 SHGC:0.30 Orientation: Front north wall 3:Wood Frame, 16" o.c. 153 20.0 0.0 0.059 5 Orientation: Front 9 0.350 3 Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Pagel of 9 G'ross"Ar6a • Assembly0 0 Window 4:Wood Frame:Double Pane with Low-E 17 0.350 6 SHGC: 0.30 Orientation: Front Door 4: Glass 41 0.350 14 SHGC: 0.30 Orientation: Front north wall 4:Wood Frame, 16" o.c. 67 20.0 0.0 0.059 3 Orientation: Front Window 6:Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC: 0.30 Orientation: Front north wall 5:Wood Frame, 16" o.c. 52 20.0 0.0 0.059 2 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Front north wall 6:Wood Frame, 16" o.c. 12 20.0 0.0 0.059 1 Orientation: Front north wall 7:Wood Frame, 16" o.c. 12 20.0 0.0 0.059 1 Orientation: Front north wall 8:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Front north wall 9:Wood Frame, 16" o.c. 11 20.0 0.0 0.059 1 Orientation: Front north wall 10:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Front east wall 1:Wood Frame, 16" o.c. 217 20.0 0.0 0.059 11 Orientation: Right side Window 7:Wood Frame:Double Pane with Low-E 32 0.350 11 SHGC: 0.30 Orientation: Right side Window 8:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC: 0.30 Orientation: Right side east wall 2:Wood Frame, 16" o.c. 567 20.0 0.0 0.059 27 Orientation: Right side Window 9:Wood Frame:Double Pane with Low-E 36 0.350 13 SHGC: 0.30 Orientation: Right side Window 10:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.30 Orientation: Right side Window 11:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.30 Orientation: Right side Window 12:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.30 Orientation: Right side Window 13:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side Window 15:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side east wall 3:Wood Frame, 16" o.c. 95 20.0 0.0 0.059 2 Orientation: Right side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 2 of 9 Gross Area Cavity Cont. Assembly or Window 16:Wood Frame:Double Pane with Low-E 48 0.350 17 SHGC:0.30 Orientation: Right side Door 5:Glass 18 0.350 6 SHGC: 0.30 Orientation: Right side east wall 4:Wood Frame, 16" o.c. 412 20.0 0.0 0.059 18 Orientation: Right side Window 17:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.30 Orientation: Right side Window 17 copy 1:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation: Right side Window 17 copy 2:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.30 Orientation: Right side Window 17 copy 3:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.30 Orientation: Right side Window 17 copy 4:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.30 Orientation: Right side east wall 5:Wood Frame, 16"o.c. 56 20.0 0.0 0.059 2 Orientation: Right side Window 22:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side east wall 6:Wood Frame, 16" o.c. 56 20.0 0.0 0.059 2 Orientation: Right side Window 22 copy 1:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side east wall 7:Wood Frame, 16" o.c. 56 20.0 0.0 0.059 2 Orientation: Right side Window 22 copy 2:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.30 Orientation: Right side east wall 8:Wood Frame, 16"o.c. 12 20.0 0.0 0.059 1 Orientation: Right side east wall 9:Wood Frame, 16" o.c. 12 20.0 0.0 0.059 1 Orientation: Right side east wall 10:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Right side east wall 11:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Right side east wall 12:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Right side east wall 13:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Right side south wall 1:Wood Frame, 16"o.c. 178 20.0 0.0 0.059 6 Orientation: Back Window 25:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC: 0.30 Orientation: Back Window 25 copy 1:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation: Back 40 0.350 14 Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 3 of 9 • e south wall 2:Wood Frame, 16"o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back south wall 3:Wood Frame, 16" o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 1:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Back south wall 4:Wood Frame, 16"o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 2:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Back south wall 5:Wood Frame, 16" o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 3:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Back south wall 6:Wood Frame, 16" o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 4:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back south wall 7:Wood Frame, 16" o.c. 26 20.0 0.0 0.059 2 Orientation: Back south wall 8:Wood Frame, 16" o.c. 170 20.0 0.0 0.059 10 Orientation: Back south wall 9:Wood Frame, 16"o.c. 12 20.0 0.0 0.059 1 Orientation: Back south wall 10:Wood Frame, 16"o.c. 12 20.0 0.0 0.059 1 Orientation: Back south wall 11:Wood Frame, 16" o.c. 11 20.0 0.0 0.059 1 Orientation: Back south wall 12:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Back south wall 13:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Back south wall 14:Wood Frame, 16"o.c. 28 20.0 0.0 0.059 2 Orientation: Back west wall 1:Wood Frame, 16"o.c. 86 20.0 0.0 0.059 5 Orientation: Left side west wall 2:Wood Frame, 16"o.c. 327 20.0 0.0 0.059 11 Orientation: Left side Window 33:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 Orientation: Left side Window 33 copy 1:Wood Frame:Double Pane with Low-E 50 0.350 18 SHGC:0.30 Orientation: Left side Window 33 copy 1:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC: 0.30 Orientation: Left side Door 6:Glass 20 0.350 7 SHGC: 0.30 Orientation: Left side west wall 3:Wood Frame, 16"o.c. 94 20.0 0.0 0.059 1 Orientation: Left side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 4 of 9 Gross Area Assembly or Cavitv Cont. U-Factor UA Perimeter Window 36:Wood Frame:Double Pane with Low-E 49 0.350 17 SHGC:0.30 Orientation: Left side Door 7: Glass 20 0.350 7 SHGC:0.30 Orientation: Left side west wall 4:Wood Frame, 16"o.c. 567 20.0 0.0 0.059 28 Orientation: Left side Window 37:Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC:0.30 Orientation: Left side Window 37 copy 1:Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC:0.30 Orientation: Left side Window 37 copy 2:Wood Frame:Double Pane with Low-E 41 0.350 14 SHGC:0.30 Orientation: Left side west wall 5:Wood Frame, 16"o.c. 62 20.0 0.0 0.059 1 Orientation: Left side Window 40:Wood Frame:Double Pane with Low-E 8 0.350 3 SHGC: 0.30 Orientation: Left side Door 8:Glass 36 0.350 13 SHGC:0.30 Orientation: Left side west wall 6:Wood Frame, 16"o.c. 239 20.0 0.0 0.059 9 Orientation: Left side Window 41:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation: Left side Window 41 copy 1:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC: 0.30 Orientation: Left side Window 41 copy 2:Wood Frame:Double Pane with Low-E 40 0.350 14 SHGC: 0.30 Orientation: Left side Window 41 copy 3:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC: 0.30 Orientation: Left side west wall 7:Wood Frame, 16"o.c. 3 20.0 0.0 0.059 0 Orientation: Left side west wall 8:Wood Frame, 16"o.c. 70 20.0 0.0 0.059 2 Orientation: Left side Window 45:Wood Frame:Double Pane with Low-E 30 0.350 11 SHGC: 0.30 Orientation: Left side west wall 9:Wood Frame, 16" o.c. 14 20.0 0.0 0.059 1 Orientation: Left side west wall 10:Wood Frame, 16"o.c. 194 20.0 0.0 0.059 7 Orientation: Left side Window 46:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC: 0.30 Orientation: Left side Window 47:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC: 0.30 Orientation: Left side Window 48:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC: 0.30 Orientation: Left side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 5 of 9 Gross Area Door 9: Glass 37 0.350 13 SHGC: 0.30 Orientation: Left side west wall 11:Wood Frame, 16" o.c. 19 20.0 0.0 0.059 1 Orientation: Left side west wall 12:Wood Frame, 16"o.c. 51 20.0 0.0 0.059 2 Orientation: Left side Window 49:Wood Frame:Double Pane with Low-E 23 0.350 8 SHGC: 0.30 Orientation: Left side west wall 13:Wood Frame, 16" o.c. 13 20.0 0.0 0.059 1 Orientation: Left side west wall 14:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Left side west wall 15:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Left side west wall 16:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Left side garage ceiling:All-Wood J oist/Truss:Over Unconditioned Space 799 30.0 0.0 0.033 26 north foundation 1: Insulated Concrete Forms 125 20.0 0.052 4 Orientation: Front Wall height: 9.6' Depth below grade: 3.0' Insulation depth: 9.6' Window 50:Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC: 0.30 Orientation: Front Window 50 copy 1:Wood Frame:Double Pane with Low-E it 0.350 4 SHGC: 0.30 Orientation: Front Door 10: Glass 33 0.350 12 SHGC: 0.30 Orientation: Front north foundation 2: Insulated Concrete Forms 176 20.0 0.047 8 Orientation: Front Wall height:9.6' Depth below grade: 5.6' Insulation depth: 9.6' north foundation 3: Insulated Concrete Forms 133 20.0 0.045 6 Orientation: Front Wall height:9.6' Depth below grade: 6.6' Insulation depth: 9.6' north foundation 4:Insulated Concrete Forms 70 20.0 0.043 3 Orientation: Front Wall height:9.6' Depth below grade: 7.3' Insulation depth:9.6' north foundation 5: Insulated Concrete Forms 19 20.0 0.045 1 Orientation: Front Wall height: 9.6' Depth below grade: 6.5' Insulation depth:9.6' east foundation 1: Insulated Concrete Forms 134 20.0 0.050 6 Orientation: Right side Wall height: 12.0' Depth below grade: 5.0' Insulation depth: 12.0' Window 52:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation: Right side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 6 of 9 Gross Area east foundation 2: Insulated Concrete Forms 117 20.0 0.049 6 Orientation: Right side Wall height: 11.4' Depth below grade: 5.3' Insulation depth: 11.4' east foundation 3: Insulated Concrete Forms 302 20.0 0.042 13 Orientation: Right side Wall height: 10.0' Depth below grade:8.0' Insulation depth: 10.0' east foundation 4:Insulated Concrete Forms 84 20.0 0.042 4 Orientation: Right side Wall height: 9.5' Depth below grade:7.8' Insulation depth: 9.5' east foundation 5: Insulated Concrete Forms 347 20.0 0.043 15 Orientation: Right side Wall height:9.5' Depth below grade: 7.5' Insulation depth:9.5' south foundation 1: Insulated Concrete Forms 149 20.0 0.037 4 Orientation: Back Wall height: 9.8' Depth below grade: 9.8' Insulation depth:9.8' Window 53:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Back Window 54:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.30 Orientation: Back south foundation 2: Insulated Concrete Forms 23 20.0 0.043 1 Orientation: Back Wall height: 9.8' Depth below grade: 7.5' Insulation depth:9.8' south foundation 3: Insulated Concrete Forms 279 20.0 0.037 4 Orientation: Back Wall height: 9.8' Depth below grade: 9.8' Insulation depth:9.8' Window 55:Wood Frame:Double Pane with Low-E 5 0.350 2 SHGC:0.30 Orientation: Back Window 55 copy 1:Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC: 0.30 Orientation: Back Window 55 copy 2:Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC: 0.30 Orientation: Back Door 11:Solid 21 0.450 9 Orientation: Back Door 12: Solid 60 0.450 27 Orientation: Back Door 12 copy 1: Solid 60 0.450 27 Orientation: Back south foundation 4: Insulated Concrete Forms 49 20.0 0.042 2 Orientation: Back Wall height:9.8' Depth below grade:8.0' Insulation depth: 9.8' Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 7 of 9 0 0 Assehibi ® s rl south foundation 5: Insulated Concrete Forms 20 20.0 0.038 1 Orientation: Back Wall height:9.8' Depth below grade: 9.6' Insulation depth: 9.8' west foundation 1: Insulated Concrete Forms 74 20.0 0.041 3 Orientation: Left side Wall height: 9.6' Depth below grade:8.4' Insulation depth: 9.6' west foundation 2: Insulated Concrete Forms 272 20.0 0.041 11 Orientation: Left side Wall height: 9.6' Depth below grade: 8.4' Insulation depth: 9.6' west foundation 3: Insulated Concrete Forms 86 20.0 0.041 4 Orientation: Left side Wall height:9.6' Depth below grade: 8.4' Insulation depth: 9.6' west foundation 4: Insulated Concrete Forms 285 20.0 0.041 11 Orientation: Left side Wall height: 9.6' Depth below grade: 8.4' Insulation depth: 9.6' Window 58:Wood Frame:Double Pane with Low-E 6 0.350 2 SHGC: 0.30 Orientation: Left side west foundation 5: Insulated Concrete Forms 58 20.0 0.043 2 Orientation: Left side Wall height:9.6' Depth below grade: 7.4' Insulation depth: 9.6' west foundation 6: Insulated Concrete Forms 147 20.0 0.043 6 Orientation: Left side Wall height:9.6' Depth below grade: 7.4' Insulation depth: 9.6' RIA: Cathedral Ceiling (no attic) 174 30.0 0.0 0.034 6 RIB:Cathedral Ceiling (no attic) 174 30.0 0.0 0.034 6 D1A:Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D1B: Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D2A: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D2B: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D3A: Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D313: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D4A: Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D4B: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 R2A: Cathedral Ceiling (no attic) 28 30.0 0.0 0.034 1 R2B: Cathedral Ceiling (no attic) 28 30.0 0.0 0.034 1 D5A:Cathedral Ceiling(no attic) 42 30.0 0.0 0.034 1 D513:Cathedral Ceiling(no attic) 42 30.0 0.0 0.034 1 D6A: Cathedral Ceiling (no attic) 42 30.0 0.0 0.034 1 D6B: Cathedral Ceiling (no attic) 42 30.0 0.0 0.034 1 Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 8 of 9 Gross Area Assembly or Cavity Cont. . Perimeter R3A: Flat Ceiling or Scissor Truss 961 30.0 0.0 0.035 34 R3B: Cathedral Ceiling (no attic) 523 30.0 0.0 0.034 18 R4A:Cathedral Ceiling (no attic) 393 30.0 0.0 0.034 13 R4B: Cathedral Ceiling (no attic) 305 30.0 0.0 0.034 10 D7A: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D713: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D8A: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D813: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D9A: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D913: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D10A: Cathedral Ceiling (no attic) 91 30.0 0.0 0.034 3 D1013:Cathedral Ceiling (no attic) 91 30.0 0.0 0.034 3 D11A:Cathedral Ceiling (no attic) 34 30.0 0.0 0.034 1 D1113:Cathedral Ceiling (no attic) 34 30.0 0.0 0.034 1 R5A: Cathedral Ceiling (no attic) 553 30.0 0.0 0.034 19 R5B: Cathedral Ceiling (no attic) 787 30.0 0.0 0.034 27 SLAB-ON-GRADE:Slab-On-Grade:Unheated 298 7.0 0.714 213 Insulation depth:6.0' Floor 3:All-Wood J oist/Truss:Over Unconditioned Space 799 30.0 0.0 0.033 26 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 2012 IECC requireme is in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in a RE heck Inspection Checklist. &uce D .l�y�l��t fah r�.h i '�u &n ! Name-Title Sighature Date Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 9 of 9 CREScheck Software Version 4.6.5 �.(Jl Compliance Certificate Project Energy Code: 2012 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg.from North Conditioned Floor Area: 6,706 ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Thomas Shillo Bruce Kinlen Fishers Island,NY Klnlin Rutherfurd Architects, PLLC 330 West 38th Street Suite 1006 New York, NY 10018 Compliance 0.8%Better Than Code Maximum UA- 1366 Your UA: 1355 Maximum SHGC- 0.40 Your 5HGC. 0.30 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 minlmum-code home. Envelope Assemblies Gross.Area Cavity cant. Assembly or , U-Pactor UA north wall 1:Wood Frame, 16"o.c. 486 20.0 0.0 0,059 25 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 24 0 350 8 SHGC: 0.30 Orientation: Front Window 2:Wood Frame.Double Pane with Low-E 15 0.350 5 5HGC:0.30 Orientation: Front Door 1:Glass 21 0.350 7 SHGC:0.30 Orientation: Front north wall 2:Wood Frame,16" o.c, 203 20.0 0.0 0.059 9 Orientation: Front Door 2:Glass 22 0,350 8 SHGC:0.30 Orientation: Front Door 3:Glass 22 0.350 8 5HGC:0.30 Orientation: Front north wall 3:Wood Frame, 16"D.C. 153 20.0 0.0 0.059 5 Orientation: Front 9 0.350 3 Project Title: Report date: 05/31/19 Data filename:C:\Users\greg\Desktop\77(19)05-31 ResCheck- UA TRADE OFF.rck Page 1 of 9 G-ross Ai-ea Assembly or CaVity cont.e Pedmeter Window 4:Wood Frame:Double Pane with Low-E 17 0.350 6 SHGC:0.30 Orientation: Front Door 4:Glass 41 0.350 14 SHGC:0.30 Orientation:Front north wall 4:Wood Frame, 16"o.c. 67 20.0 0.0 0.059 3 Orientation: Front Window 6:Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC:0.30 Orientation:Front north wall 5:Wood Frame, 16"o.c. 52 20.0 0.0 0.059 2 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E' 16 0.350 6 SHGC:0.30 Orientation:Front - north wall 6:Wood Frame, 16"o.c. 12 20.0 0.'0 0.059 1 Orientation: Front north wall 7:Wood Frame, 16"O.C. 12 20.0 0.0 0.059 1 Orientation: Front north wall 8:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation:Front north wall 9:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Front north wall 10:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Front east wall 1:Wood Frame,16" o.c. 217 20.0 0.0 0.059 11 Orientation: Right side Window 7:Wood Frame:Double Pane with Low-E 32 0.350 11 SHGC:0.30 Orientation: Right side Window 8:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation: Right side east wall 2:Wood Frame, 16"o.c. 567 20.0 0.0 0.059 27 Orientation: Right side Window 9:Wood Frame:Double Pane with Low-E 36 0.350 13 SHGC:0.30 Orientation: Right side Window 10:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation: Right side Window 11:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation: Right side Window 12:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.30 Orientation: Right side Window 13:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation: Right side Window 15:Wood Frame:Double Pane with Law-E 16 0.350 6 SHGC:0.30 Orientation:Right side east wall 3:Wood Frame,16"o.c. 95 20.0 0.0 0.059 2 Orientation: Right side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck-'UA TRADE OFF.rck Page 2 of 9 Gross Area Cavity, Cant. Assembly or R Value R-Val'ue U-F0Cto;P UA Perimeter Window 16:Wood Frame:Double Pane with Low-E 48 0.350 17 SHGC:0.30 Orientation: Right side Door 5:Glass 18 0.350 6 SHGC:0.30 Orientation: Right side east wall 4:Wood Frame, 16"o.c, 412 20.0 0.0 0.059 18 Orientation: Right side Window 17:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation: Right side Window 17 copy 1:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation: Right side Window 17 copy 2:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation: Right side Window 17 copy 3:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right side Window 17 copy 4:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC:0.30 Orientation:Right side east wall 5:Wood Frame,16"o.c. 56 20.0 0.0 0.059 2 Orientation: Right side Window 22:Wood Frame,Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right side east wall 6:Wood Frame, 16"o.c. 56 20.0 0.0 0.059 2 Orientation:Right side Window 22 copy 1:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right side east wall 7:Wood Frame, 16"o.c. 56 20.0 0.0 0.059 2 Orientation:Right side Window 22 copy 2:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right side east wall B:Wood Frame, 16"o.c. 12 20.0 0.0 0.059 1 Orientation:Right side 1 east wall 9:Wood Frame, 16"ox. 12 20.0 0.0 0.059 1 Orientation: Right side east wall 10:Wood Frame, 16"ox. 13 20.0 0.0 0.059 1 Orientation: Right side east wall 11:Wood Frame,16"o.c. 13 20.0 0.0 0.059 1 Orientation.Right side east wall 12:Wood Frame,16"o.c. 13 20.0 0.0 0.059 1 Orientation: Right side i east wall 13:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation:Right side south wall 1:Wood Frame, 16"o.c. 178 20.0 0.0 0.059 6 Orientation: Back Window 25:Wood Frame:Double Pane with Low-E 22 0.350 B SHGC:0.30 Orientation: Back Window 25 copy 1:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation:Back 40 0.350 14 Project Title: Report date: 05/31/19 Data filename: C:1Userslgreg\Desktop177(19)05-31 ResCheck-UA TRADE OFF.rck Page 3 of 9 i Gross'Area Cavity Cont. Assembly or Perimeter south wall 2:Wood Frame, 16"o.c. 59 20,0 0.0 0.059 3 Orientation:Back Window 28:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back south wall 3:Wood Frame, 16"o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 1:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 4:Wood Frame, 16"o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 2:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 5:Wood Frame, 16"o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 3:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation:Back south wall 6:Wood Frame,16" o.c. 59 20.0 0.0 0.059 3 Orientation: Back Window 28 copy 4:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back south wall 7:Wood Frame, 16" o.c. 26 20.0 0.0 0.059 2 Orientation: Back south wall 8:Wood Frame, 16"o.c. 170 20.0 0.0 0.059 10 Orientation:Back south wall 9:Wood Frame,16"o.c. 12 20.0 0.0 0.059 1 Orientation:Back south wall 10:Wood Frame, 16"O.C. 12 20.0 0.0 0.059 1 ,Orientation: Back south wall li:Woad Frame, 16"o.c. it 20.0 0.0 0.059 1 Orientation:Back south wall 12:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation: Back south wall 13:Wood Frame, 16"o.c. 11 20.0 0.0 0.059 1 Orientation:Back south wall 14:Wood Frame, 16"o.c. 28 20.0 0.0 0.059 2 Orientation:Back west wall 1:Wood Frame, 16"o.c. 86 20.0 0.0 0.059 5 Orientation:Left side west wall 2:Wood Frame, 16"o.c. 327 20.0 0.0 0.059 11 Orientation:Left side .Window 33:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 Orientation: Left side Window 33 copy 1:Wood Frame:Double Pane with Low-E 50 0.350 18 SHGC:0.30 Orientation: Left side Window 33 copy 1:Woad Frame:Double Pane with Low-E 33 0.350 12 SHGC:0.30 ' Orientation:Left side Door 6:Glass 20 0,350 7 SHGC:0.30 Orientation: Left side west wall 3:Wood Frame, 16"o.c. 94 20.0 0.0 0.059 1 Orientation:Left side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck-UA TRADE OFF.rck Page 4 of 9 Gross Area :R-Value 11-Vblu, Perimeter Window 36: Wood Frame:Double Pane with Low-E 49 0.350 17 5HGC:0.30 Orientation: Left side Door 7:Glass 20' 0.350 7 SHGC:0.30 Orientation:Left side west wall 4:Wood Frame, 16"o.c. 567 20.0 0.0 0.059 28 Orientation: Left side Window 37:Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC:0.30 Orientation:Left side Window 37 copy 1:Wood Frame:Double Pane with Low-E 25 0.350 9 SHGC:0.30 Orientation: Left side Window 37 copy 2:Wood Frame:Double Pane with Low-E 41 0.350 14 SHGC:0.30 Orientation: Left side west wall 5:Wood Frame, 16"o.c; 62 20.0 0.0 0.059 1 Orientation: Left side Window 40:Wood Frame:Double Pane with Low-E 8 0.350 3 SHGC:0.30 Orientation: Left side Door 8:Glass 36 0.350 13 SHGC:0,30 Orientation: Left side west wall 6:Wood Frame, 16"o.c. 239 20.0 0.0 0.059 9 Orientation:Left side Window 41:Wood Frame:Double Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation: Left side Window 41 copy 1:Wood FrameMouble Pane with Low-E 22 0.350 8 SHGC:0.30 Orientation: Left side Window 41 copy 2:Wood Frame:Double Pane with Low-E 40 0.350 14 SHGC:0.30 Orientation:Left side Window 41 copy 3:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation: Left side west wall 7:Wood Frame, 16"o.c. 3 20.0 0.0 0.059 0 Orientation: Left side west wall 8:Wood Frame,16"o.c. 70 20.0 0.0 0.059 2 Orientation:Left side Window 45:Wood Frame:Double Pane with Low-E 30 0.350 11 SHGC:0.30 Orientation: Left side west wall 9:Wood Frame,16"o.c. 14 20.0 0110 0.059 1 Orientation: Left side west wall 10: Wood Frame, 16"o.c. 194 20.0 0.0 0.059 7 Orientation: Left side Window 46:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC:0.30 Orientation: Left side Window 47:Wood Frame:Double Pane with Low-E 14 0.350 5 SHGC:0.30 Orientation:Left side Window 48:Wood Frame:Double Pane with Low-E 7 0.350 2 SHGC:0.30 Orientation: Left side Project Title: Report date: 05/31/19 Data filename: C:1Users\greg\Desktop177(19)05-31 ResCheck- UA TRADE OFF.rck Page 5 of 9 Aliisern' Cavity • Gross or Cont. e Perimeter Door 9:Glass 37 0.350 13 SHGC:0.30 Orientation: Left side ' west wall 11:Wood Frame, 16"o.c. 19 20.0 0.0 0.059 1 Orientation, Left side west wall 12:Wood Frame,16"o.c. 51 20.0 0.0 0.059 2 Orientation: Left side Window 49:Wood Frame:Double Pane with Low-E 23 0.350 8 SHGC:0.30 Orientation: Left side west wall 13: Wood Frame, 16"ox, 13 20.0 0.0 0.059 1 Orientation, Left side west wall 14:Wood Frame,16"o.c. 13 20.0 0.0 0.059 1 Orientation: Left side west wall 15:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation, Left side west wall 16:Wood Frame, 16"o.c. 13 20.0 0.0 0.059 1 Orientation: Left side garage ceiling:All-Wood Joist/Truss:Over Unconditioned Space 799 30.0 0.0 0.033 26 north foundation 1:Insulated Concrete Forms 125 20.0 0.052 4 Orientation: Front Wall height:9.6' Depth below grade: 3.0' Insulation depth:9.6' Window 50:Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC:0.30 Orientation: Front Window 50 copy 1:Wood Frame:Double Pane with Low-E 11 0.350 4 SHGC:0.30 Orientation: Front Door 10:Glass 33 0.350 12 SHGC.0.30 Orientation: Front north foundation 2: Insulated Concrete Forms 176 20.0 0.047 8 Orientation:Front Wall height:9.6' Depth below grade: 5.6' Insulation depth-9.6' north foundation 3:Insulated Concrete Forms 133 20.0 0.045 6 Orientation:Front Wall height:9.6' Depth below grade: 6.6' Insulation depth:9.6' north foundation 4: Insulated Concrete Forms 70 20.0 0.043 3 Orientation: Front Wall height:9.6' Depth below grade:7.3' Insulation depth:9.6' north foundation 5: Insulated Concrete Farms 19 20.0 0.045 1 Orientation: Front Wall height:9.6' Depth below grade:6.5' Insulation depth:9.6' east foundation 1:Insulated Concrete Forms 134 20.0 0.050 6 Orientation. Right side Wall height: 12.0' Depth below grade: 5.0' Insulation depth: 12.0' Window 52:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC:0.30 Orientation:Right side Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck-UA TRADE OFF.rck Page 6 of 9 J •ss Area, 'CaVity, Cont o Assembly r UA east foundation 2:Insulated Concrete_ Forms 117 20.0 0.049 6 Orientation: Right side Wall height: 11.4' Depth below grade:5.3' Insulation depth: 11.4' east foundation 3: Insulated Concrete Forms 302 20.0 0.042 13 Orientation: Right side- Wall height: 10.0' Depth below grade:8.0' Insulation depth: 10.0' east foundation 4: Insulated Concrete Forms 84 20.0 0.042 4 Orientation: Right side Wall height: 9.5' Depth below grade:7.8' Insulation depth:9.5' east foundation 5: Insulated Concrete Forms 347 20.0 0.043 15 Orientation: Right side Wall height: 9.5' Depth below grade: 7.5' Insulation depth:9.5' south foundation 1: Insulated Concrete Forms 149 20.0 0.037 4 Orientation: Back Wall height:9.8' Depth below grade:9.8' Insulation depth:9.8' Window 53:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back Window 54:Wood Frame:Double Pane with Low-E 15 0.350 5 SHGC:0.30 Orientation: Back south foundation 2: Insulated Concrete Forms 23 20.0 0.043 1 Orientation: Back Wall height: 9.8' Depth below grade: 7.5' Insulation depth: 9.8' south foundation 3: Insulated Concrete Forms 279 20.0 0.037 4 Orientation: Back Wall height: 9.8' Depth below grade:9.8' Insulation depth:9.8' Window 55:Wood Frame,Double Pane with Low-E 5 0.350 2 SHGC:0.30 Orientation: Back Window 55 copy 1:Wood'Frame:Double Pane with Low-E 13 0.350 5 SHGC:0.30 Orientation: Back Window 55 copy 2:Wood Frame:Double Pane with Low-E 13 0.350 5 SHGC:0.30 Orientation: Back Door 11:Solid 21 0.450 9 Orientation: Back Door 12.Solid 60 0.450 27 Orientation: Back Door 12 copy 1:Solid 60 0.450 27 Orientation: Back south foundation 4: Insulated Concrete Forms 49 20.0 0.042 2 Orientation:Back Wall height:9.8' Depth below grade:8.0' Insulation depth:9.8'- Project Title: Report date: 05/31/19 Data filename: C:\Users\9reg\Desktop\77(19)05-31 ResCheck-UA TRADE OFF.rck Page 7 of 9 Gross Area Cavity Cont. Perimeter south foundation 5: Insulated Concrete Forms 20 20.0 0.038 1 Orientation: Back Wail height:9.6' Depth below grade:9,6' Insulation depth:9.8' west foundation 1:Insulated Concrete Forms 74 20,0 0.041 3 Orientation: Left side Wall height: 9.6' Depth below grade:8.4' Insulation depth:9.6' west foundation 2:Insulated Concrete Forms 272 20.0 0.041 11 Orientation: Left side Wall height:9.6' Depth below grade:8.4' Insulation depth:9.6' west foundation 3:Insulated Concrete Forms 86 20.0 0.041 4 Orientation: Left side Wall height:9.6' Depth below grade:8.4' Insulation depth:9.6' west foundation 4:Insulated Concrete Forms 285 20.0 0.041 11 Orientation: Left side Wall height: 9.6' Depth below grade:8.4' Insulation depth: 9.6' Window 58:Wood Frame-Double Pane with Low-E 6 0.350 2 SHGC:0.30 Orientation: Left side west foundation 5:Insulated Concrete Forms 58 20.0 0.043 2 Orientation: Left side Wall height: 9.6' Depth below grade:7.4' Insulation depth: 9.6' west foundation 6: Insulated Concrete Forms 147 20.0 0.043 6 Orientation: Left side Wall height: 9.6' Depth below grade:7.4' Insulation depth:9.6' 111A,Cathedral Ceiling(no attic) 174 30.0 0.0 0.034 6 RIB:Cathedral Ceiling (no attic) 174 30.0 0.0 0.034 6 DIA:Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D1B:Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D2A: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 02B: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D3A: Cathedral Ceiling (no attic) 47 30.0 0.0 0.034 2 D3B:Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D4A:Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 D4B: Cathedral Ceiling(no attic) 47 30.0 0.0 0.034 2 R2A:Cathedral Ceiling(no attic) 28 30.0 0.0 0.034 1 R2B: Cathedral Ceiling (no attic) 28 30.0 0.0 0.034 1 D5A:Cathedral Ceiling (no attic) 42 30.0 0.0 0.034 1 D5B: Cathedral Ceiling (no attic) 42 30.0 0.0 0.034 1 D6A:Cathedral Ceiling(no attic) 42 30.0 0.0 0.034 1 D6B:Cathedral Ceiling (no attic) 42 30.0 0.0 , 0.034 1 Project Title: Report date: 05/31/19 Data filename: C:\Users\greg\Desktop\77(19)05-31 ResCheck-UA TRADE OFF.rck Page 8 of 9 Gross Area Cavity Cont. Perimeter R3A:Flat Ceiling or Scissor Truss 961 30.0 0.0 0.035 34 R3B:'Cathedral Ceiling (no attic) 523 30.0 0.0 0.034 18 R4A:Cathedral Ceiling(no attic) 393 30.0 0.0 0.034 13 R4B:Cathedral Ceiling(no attic) 305 30.0 0.0 0.034 10 D7A: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D78• Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 DBA: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 DBB: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D9A:Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D9B: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 D10A:Cathedral Ceiling(no attic) 91 30.0 0.0 0.034 3 D108:Cathedral Ceiling(no attic) 91 30.0 0.0 0.034 3 D11A:Cathedral Ceiling(no attic) 34 30.0 0.0 0.034 1 D1113:Cathedral Ceiling(no attic) 34 30.0 0.0 0,034 1 R5A•Cathedral Ceiling (no attic) 553 30.0 0.0 0.034 19 R5B:Cathedral Ceiling(no attic) 787 30.0 0.0 0.034 27 SLAB-ON-GRADE:Slab-On-Grade:Unheated 298 7.0 0.714 213 Insulation depth: 6.0' Floor 3:All-Wood joist/Truss:Over Unconditioned Space 799 30.0 0.0 0.033 26 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 2012 IECC requireme is in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the RE heck Inspection Checklist. Name-Title Sighature ` Date Project Title: Report date: 05/31/19 Data filename:C:\Users\greg\Desktop\77(19)05-31 ResCheck-UA TRADE OFF.rck Page 9 of 9 Page 1 of 1 Y ZandS@fishersisland.net From: Flavia [flavia@kinlinrutherfurd.com] Sent: Friday, August 01, 2008 9:44 AM To: Bruce Kinlin; Lily Rutherfurd; ZandS@fishersisland.net Subject: FW: Shillo Attachments: 2008_7_30 Revised Beam Locations.pdf; 2008_7_30_ Revised Beam Listing.pdf Bruce, The revised beam listing has 1 additional page, 4 pages total. Flavia From: Andrew Benkert [mailto:abenkert@cmeengineering.com] Sent: Wednesday, July 30, 2008 5:57 PM To: Flavia SUbjeci": Shillo Flavia, I have attached a revised copy of the beam locations and listings. It should have all of the information that I discussed with Bruce today. I will be on Vacation until Wed of next week. Please feel free to call me Cell phone 508-439-9077 with any questions. If you leave a message I will,get back to you as soon as I can. Andrew Benkert, P.E. CME Associates, Inc. 333 East River Drive,Suite 400 East-Hartford,CT Ph 860-290-4100 Fax 860-290-4114 MA License No,-N'Fu-us found ni this incoming message. Gfieciced by AVG, Veision, 7.5.524/Virus Database: 270.5.12/1590-Release Date. 8/4/2008 8:09 AM 8/5/2008 "(, _ _ .- -- •� �-`, i i7 -- ^{1.3.311 IP7.t. - � T1','a1" .'; .--- - -_ f.':l.i%.'."r >1�CO?_1 i _-' —_-. _ ._ ,• V f Al '13J -7 3 �i�{I T' 1 i _ c fit-6 /—�=IL} __ �_ l V _ It CL t �:r•,.•�.�`—'r_o o " / Ln I' 14ASTER k�_ � —_.._.--__. _.__ � - ,�j_` —' i -.� I ,!\�—��t ^—.._o _ as l�•- ': Ili BAT, ....s' --- --` I N^-3;de>'l� '• '1 CU CL ^� �, t .—t G'{,i: � \.-_—j ^r + � s-�•fit E R_SS - - � �_—__—.-- - - .il•tC`lY� 'd _ •j j�!—_�'�"�� `_--• I / �� � '�\ i' .t,F.�� 1 .''•J�.� �I—. s�'��:i'`. -� `--- -- -- s.i _•- _._'_ ,(� _f ,!! 'v'� { is tr ,J` t., ;{ 1 1 �.� - I _ Ii��I./.� ��1 • ''�'r` - _ ^ - -o ;J-----------i--�=------�-- � INDU'n' I r ! 4117 i'=—,—x.�,npie'rGe—_--h. (.)tY,'xnli'sL�a..n5• �;,�� _ __ _ _ L❑ I i. — —IL—= {' I --- ------I,-U),t.___-I_.R�,T;;_ili i{ ,I ,1 , 1! ' '� ,��' II II ( i ! I JI ) - _`" - u' z za-,—="m ---- - � - ' � -__--�=�.� :,I I� � ,! �� 11111 ! I� I. ' ,j I• ' I I,ii'� � I ' ,I II ".► .r xe:•u,.Y P4 I o -I t I' � �j �• I� �� ! �! II� ! I n i I `I'I�'�i� !� Ji it I'��.t=..-�;_( � I __ I %x.`k� —_.��,7 ,1 � '� � � � II I I 'I I tI II 4' � :I L'. :'tl•il �•�",'^.1 t.n� •�— � .w.aoo.,zw oanoz .�' :I •I I I!s' I I „ ,• I „�,.�.m,..-,�,� sa,cw euau ss.aaca 1 ny_� � I i I i � I ji zhl If �! I ---�— , _.s,'-..i.cx_�:.ri'*li-�I II �f � I ,I �_• II I II fl 'I II li ;i Il it II'�'!j '' � I_--,,I,.1 i� I IIII a�1 5'�}�� :o,z,.rixzw_+ orox� • I -�—--- iu s.I c I f� -- -�=�.:M'�q-,II I �� i I j I. II ,I �i � y h I ,i �i � � I I —�' l�'�' f ,�x,,,K�x o.,.,a — 1 O .�I� - z------�-_— -� t � -�—..-"—__- -- M��•'z. ii I I If 1 BELLEHILLHOUSE ..e. N _ j- �! ;J '' i' � � I!/�„�� ''K! �;���-aj;��I �II r; •I �' i� f� r;_�I 'I il_�; 1J �— ;II I I ' �/' r� ",�.I ..o,,.., •1 jt � ;� !1 j ' I '' —_—!� •i 1 ,1'�',- N J P I( ' t� �,I �I I t �I�' I ! rti • _� •' •' o w6LJ ca'I .I I ,i �;_ _ I !! I 11 I I' ,�'J I I , II I ' 11 '• I) RI - - 1 f II `_-_..—_�-•-� � �� �i j � I�� I� �i 1 jl ;f I /`;'�, - � �'; ii I it � I�,;: � ! �. I � i, 1 i J II I � I j� - - _ - _ _ __—__- - -�_ ----___ -_---- iif' li I � IIII'j � � i•:� �I 'I ;� �� II ' { I � •I I II�;'f t ., ,� I ,,i1 II 'I'I!• � i l � i d I t � I I� I�—,I,v ,s _nr • ___ _ — ___ —____ _—_ _ _� WxM11YHYiREFfLFD?PC)iREC($PLIG SECOND FLOOR g G n �51 01 SECOND:LC7RFR—IIGKII 1 FRAMING PLAN s I IL:LF SCME ! S22.' Pna.a n Ij 11 � 1 I I I ( 1. =L__- a�� $ .� _�_—� •li � i 1 '' ' I I r � If I{ '-_ ' �-��`—�I II ?-: _ ! [ � : a ITq pp = r 7 � I 1 r "I � 1 ; U � ? 1 �t / --I��'-I— I II I I I 1 i c £' w r .rsn a�xm � j II I I I 11. L 'J !, s5 T @ 1.1_ x• I1� .3 " " t IIS BELLEHILLROl7SE I_ 11= v '� I 1 it i i � I — �'---.. i rii •h,.,'Is{{,L�1;) 'I '[' ��'� �j � !I j� ; I e$ — —If�'_I` �'—�=i Q_-) ...y ._�. I� 1 I0.i it I � �� = A ii , � jl .I ;I i 51 s>;P•�f`;1 � I I � A 4 L 1 I II iI! 'rj I F �• a �_�1:'E i {:Cj.r±'t_.I I I 1, 5 Ls •a ez I i jdj I II Lnl;tuy'x+x P'�it L,G• I' II—I ( Ir��—•' I -_ -- — - - _ - _ iZl�Y.-x Iln LK TUAS' _ � YLN PUMLPfUPU WIO�IZ[C[S PLLC i ...,....rte .....,...�. i I ,,LL���� ♦/ � FIRST FLOOR 01 ri.ts:.Loos:Lru:nn,c � rRAMING PLAN ,n(.,_, `ter H.1lFSL4LC– JiiccrA� — i ,. - PflL1ECT i' t= ( PROJECT PROJ.NO. E CMA BY DATE CHECKED DATE 4' n `yfYr �r' SUBJECT SHEET � OF I r , 45 I - _ - �' I I �., «,,,_., .•, is _ ' I ( i I i - i t -- -i 4 -I- --• I i i -( , , I „ 4 1-1111 -I j. I . f ( f I i 1 i -yl` i tit 1 i -•l----{ 'I' `'s 1 ( ! ! ; _ It `14"- "r-r �I 1 S I "^ �I a I I I I_ _I•- _ _ , , 1 i I , I I I i i � � � a Ct=� �C, �-3' {`� ( •'i,-� Gly' �;r' `�•fi„ "ti c C+,v,; Gl; Qv,o i i I f I _i I I r•- 1 f( , t i t ` r I� !�•j �t'>•��='-ti ��•G � �°(�'.. tJ 4.L,=�c�i Ft I��_ $\.,.s'U. !.�.,� 4 lf'--� �!'�.`.'�2•�i SF' � i r _ I _ • t , 1 ' I 1 I W .: I I • _a'x '';:s';.fr-•-t� , �''1+�.�'n `(--' �-''�-t...��`; � -7��-�--r-•-'- I �'-���i-- -i-•'� , .�t..,i'..fY.; .c.�s,,"��_. .-` I I i n�: �.,A ..� �'!nt ��-A lern PI V 1,i 5 L� N+°.,f(�I?q^11 t t t+^I�f''5 a4li, d° I I ' 1 , A'11�t +n+� 'J �'� t �'� G• d. I is . iii !i ,frd• I ' ! � , - i� ''` _i_ �a,✓- �V crt �+ fs�_U '�S.Ci; E.I. 1jl • :4''��(�`"�,' - -���^-�, � �`�S'.. l'✓' r J PROJECT PROJ,NO. BY DAT � CHECKED DATE 6> 7cmr,'•.;Cs�j��!,� �yif�it,'�'''�-„,,�, SUBJECT • N3'):i+ s (�G�ti i A G� t� �S SHEET OF 77- .. _ _i--. .. 1 , Ttl II fG i ` I V ' "�c� --!--; -- --'-i jig ` �”' - - -�---�-•� - � - ' - - - - ._.. � �G@- t . i ' Y' ; r _ f , r . r i �'l t + I I { 1 j i �✓ d SS ov t 9 c, � i j �iI t , 6v 611 , ' I i f _ AT { .- 4 v�i'�•di l��/�,"l._ t, 5; ,k`.7 M i ' I i - f I I I , I� Ring's End of Niantic r BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 1 *** PRICES LISTED IN USD *** QUOTE: 00000001 QTY: 1 MARK UNIT - 001 CLAD AWNING - ROTO OPERATING STORMPLUS IMPACT ZONE 3 CALL NUMBER 3228 ROUGH OPENING 33" X 27 5/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,069.60 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR QUOTE: 00000002 QTY: 2 MARK UNIT - 002, 205 ROUGH OPENING 72 3/4" X 60 7/8" - 2-WIDE 1-HIGH **Al CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3026 **SASH 1 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW-E II W/ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic x BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 2 *** PRICES LISTED IN USD *** **A2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3026 **SASH 1 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 3011.X 26" INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW-E II W/ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF # FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 2,644.60 5,289.20 # NON SYSTEM GENERATED PRICING EE e e AS VIEWED FROM THE EXTERIOR QUOTE: 00000003 QTY: 4 MARK UNIT - 003,214,215,216 CONTINUED ON NEXT PAGE Ring's End of Niantic s BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 3 *** PRICES LISTED IN USD *** CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3226 ROUGH OPENING 38 3/8" X 60 7/8" **SASH 1 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,404.9'0 5,619.60 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR QUOTE: 00000004 QTY: 2 MARK UNIT - 004,005 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 2028 ROUGH OPENING 26 3/8" X 64 7/8" **SASH 1 GLASS SIZE 20" X 28" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 20" X 28" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic e BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 4 *** PRICES LISTED IN USD *** NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,215.20 2,430.40 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. A AS VIEWED FROM THE EXTERIOR QUOTE: 00000005 QTY: 5 MARK UNIT - 101-105 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3234 ROUGH OPENING 38 3/8" X 76 7/8" **SASH 1 GLASS SIZE 32" X 34" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 34" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,626.10 8,130.50 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. QUOTE CONTINUED ON NEXT PAGE. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 5 *** PRICES LISTED IN USD *** AS VIEWED FROM THE EXTERIOR QUOTE: 00000006 QTY: 1 MARK UNIT - 106 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 4034 ROUGH OPENING 46 3/8" X 76 7/8" **SASH 1 GLASS SIZE 40" X 34" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 40" X 34" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON - OVERSIZED, NON # CERTIFIED PRODUCT CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,907.50 # NON SYSTEM GENERATED PRICING QUOTE: 00000007 QTY: 2 MARK UNIT - 107,108 ROUGH OPENING 60 3/4" X 80 9/16" - 2-WIDE 2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 2412 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 6 *** PRICES LISTED IN USD *** **A2 CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 2412 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 2426 **SASH 1 GLASS SIZE 24" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 24" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH **B2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 2426 **SASH 1 GLASS SIZE 24" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 24" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF # FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 3,324.30 6,648.60 # NON SYSTEM GENERATED PRICING CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 7 *** PRICES LISTED IN USD *** QUOTE: 00000008 QTY: 1 MARK UNIT - 109 ROUGH OPENING 32 3/8" X 80 9/16" - 1-WIDE 2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 2612 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 2626 **SASH 1 GLASS SIZE 26" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 26" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,848.00 # NON SYSTEM GENERATED PRICING QUOTE: 00000009 QTY: 2 MARK UNIT - 110,111 ROUGH OPENING 46 3/8" X 80 9/16" - 1-WIDE 2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 4012 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS LOW E II W/ARGON - NON # CERTIFIED PRODUCT CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE _REVISED6 Version 6.19 10/10/08 PAGE 8 *** PRICES LISTED IN USD *** **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 4026 **SASH 1 GLASS SIZE 40" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 40" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON - # NON CERTIFIED PRODUCT CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF # FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 2,284.80 4,569.60 # NON SYSTEM GENERATED PRICING QUOTE: 00000010 QTY: 1 MARK UNIT - 112 ROUGH OPENING 103" X 59 5/16" - 3-WIDE 2-HIGH **Al CLAD AWNING - STATIONARY ROUGH OPENING 33" X 20 3/16" STANDARD CALL NUMBER 32 WIDTH INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR # ADD FOR MILLED SDL BAR AT BOTTOM RAIL, FRAME TO DLO=3 # 19/32, PER SKETCH **A2 CLAD AWNING - STATIONARY ROUGH OPENING 37" X 20 3/16" STANDARD CALL NUMBER 36 WIDTH INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR # ADD FOR MILLED SDL BAR AT BOTTOM RAIL, FRAME TO DLO=3 # 19/3211, PER SKETCH CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 ' Version 6.19 10/10/08 PAGE 9 *** PRICES LISTED IN USD *** **A3 CLAD AWNING - STATIONARY ROUGH OPENING 33" X 20 3/16" STANDARD CALL NUMBER 32 WIDTH INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR # ADD FOR MILLED SDL BAR AT BOTTOM RAIL, FRAME TO DLO=3 # 19/3211, PER SKETCH CLAD AWNING - ROTO OPERATING CALL NUMBER 3240 INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH **B2 CLAD AWNING - ROTO OPERATING CALL NUMBER 3640 INSULATED GLASS -- 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH **B3 CLAD AWNING - ROTO OPERATING CALL NUMBER 3240 INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE # MULLION MUST BE CHECKED TO ENSURE COMPIANCE W/JOBSITE # REQUIREMENTS INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL VERTICAL STRUCTURAL MULLION-2 OK FACTORY # MULL PAUL S 9-24-08 **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 10-12 WEEKS TOTAL PRICE 5,606.30 # NON SYSTEM GENERATED PRICING QUOTE CONTINUED ON NEXT PAGE. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 10 *** PRICES LISTED IN USD *** GRILLE NOT DRAWN ON ONE OR MORE UNITS BECAUSE OF COMMENT. AS VIEWED FROM THE EXTERIOR QUOTE: 00000012 QTY: 5 MARK UNIT - 113,114,116,117,119 ROUGH OPENING 38 3/8" X 80 9/16" - 1-WIDE 2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 3212 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3226 **SASH 1 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE CLEAR \ 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF # FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,988.70 9,943.50 # NON SYSTEM GENERATED PRICING QUOTE: 00000013 QTY: 2 MARK UNIT - 115,118 CONTINUED ON NEXT PAGE Ring's End of Niantic Version 6.19 10/10/08 BELLE HILL HOUSE —RE VISED6 *** PRICES LISTED IN USD *** PAGE 11 ROUGH OPENING 72 3/4" X 80 9/16" - 2-WIDE '2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 3012 INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **A2 CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 3012 INSULATED GLASS - 1 LITE CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3026 **SASH 1 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH **B2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3026 **SASH 1 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 30" X 26" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 12 *** PRICES LISTED IN USD *** **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF # FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 3,666.60 7,333.20 # NON SYSTEM GENERATED PRICING QUOTE: 00000014 QTY: 1 MARK UNIT - 121 ROUGH OPENING 72 3/4" X 64 9/16" - 2-WIDE 2-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 3012 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **A2 CLAD ULTIMATE DOUBLE HUNG TRANSOM CALL NUMBER 3012 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **B1 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3018 **SASH 1 GLASS SIZE 30" X 18" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 30" X 18" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 13 *** PRICES LISTED IN USD *** **B2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3018 **SASH 1 GLASS SIZE 30" X 18" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 30" X 18" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 3,242.40 # NON SYSTEM GENERATED PRICING QUOTE: 00000015 QTY: 2 MARK UNIT - 122,123 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3224 ROUGH OPENING 38 3/8" X 56 7/8" **SASH 1 GLASS SIZE 32" X 24" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 24" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 14 *** PRICES LISTED IN USD *** NO' INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,449.00 2,898.00 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. O AS VIEWED FROM THE EXTERIOR QUOTE: 00000016 QTY: 1 MARK UNIT - 124 ROUGH OPENING 76 3/4" X 68 7/8" - 2-WIDE 1-HIGH **Al CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3230 **SASH 1 GLASS SIZE 32" X 30" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 30" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 15 *** PRICES LISTED IN USD *** **A2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 3230 **SASH 1 GLASS SIZE 32" X 30" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 30" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 2,924.60 # NON SYSTEM GENERATED PRICING QUOTE: 00000017 QTY: 3 MARK UNIT - 125,126,127 CLAD AWNING - ROTO OPERATING STORMPLUS IMPACT ZONE 3 CALL NUMBER 3640 ROUGH OPENING 37" X 39 5/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,279.60 3,838.80 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 17 *** PRICES LISTED IN USD *** AS VIEWED FROM THE EXTERIOR QUOTE: 00000018 QTY: 3 MARK UNIT - 128,130,217 CLAD AWNING - STATIONARY STORMPLUS IMPACT ZONE 3 CALL NUMBER 3232 ROUGH OPENING 33" X 31 5/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 879.20 2,637.60 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR QUOTE: 00000019 QTY: 4 MARK UNIT - 201,202,203,209 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3226 ROUGH OPENING 38 3/8" X 60 7/8" **SASH 1 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 18 *** PRICES LISTED IN USD *** NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,404.90 5,619.60 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR QUOTE: 00000020 QTY: 4 MARK UNIT - 204B,211,212,213 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3224 ROUGH OPENING 38 3/8" X 56 7/8" **SASH 1 GLASS SIZE 32" X 24" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 32" X 24" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,355.90 5,423.60 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. QUOTE CONTINUED ON NEXT PAGE. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 19 *** PRICES LISTED IN USD *** D AS VIEWED FROM THE EXTERIOR QUOTE: 00000021 QTY: 2 MARK UNIT - 206,207 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 2826 ROUGH OPENING 34 3/8" X 60 7/8" **SASH 1 GLASS SIZE 28" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 28" X 26" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION # APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT # CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 1,334.90 2,669.80 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. D AS VIEWED FROM THE EXTERIOR QUOTE: 00000022 QTY: 1 MARK UNIT - 208 CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 20 *** PRICES LISTED IN USD *** ROUGH OPENING 97" X 35 5/8" - 3-WIDE 1-HIGH **Al CLAD AWNING - ROTO OPERATING STORMPLUS IMPACT ZONE 3 CALL NUMBER 3236 INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH **A2 CLAD AWNING - ROTO OPERATING STORMPLUS IMPACT ZONE 3 CALL NUMBER 3236 INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH **A3 CLAD AWNING - ROTO OPERATING STORMPLUS IMPACT ZONE 3 CALL NUMBER 3236 INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR SATIN CHROME FOLDING HANDLE AND LOCK(S) WITH COASTAL HARDWARE INTERIOR SCREEN WHITE SURROUND CHARCOAL FIBERGLASS MESH NO INSTALLATION METHOD 6 7/8" JAMBS # ADD FOR A1445 SUBSILL, WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 3,026.80 # NON SYSTEM GENERATED PRICING MULLIONS MUST BE CHECKED TO ENSURE COMPLIANCE WITH JOBSITE REQUIREMENTS FOR STRUCTURAL LOADING. Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 21 *** PRICES LISTED IN USD *** QUOTE: 00000023 QTY: 1 MARK UNIT - 210 ROUGH OPENING 64 3/4" X 64 7/8" - 2-WIDE 1-HIGH **Al CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 2628 **SASH 1 GLASS SIZE 26" X 28" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 26" X 28" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH **A2 CLAD ULTIMATE DOUBLE HUNG CALL NUMBER 2628 **SASH 1 GLASS SIZE 26" X 28" INSULATED GLASS - 1 LITE CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 2-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **SASH 2 GLASS SIZE 26" X 28" INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR SATIN CHROME SASH LOCK SCREEN COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH # ADD FOR 1" LVL STRUCTURAL MULLION **VERTICAL MULL 1" VERTICAL SPACE MULL INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS # ADD FOR A1452 SUBSILL WITH END CAP OPTION APPLIED PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 2,581.60 # NON SYSTEM GENERATED PRICING QUOTE: 00000024 QTY: 1 MARK UNIT - DOOR 004 CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 22 *** PRICES LISTED IN USD *** CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - XX - OPERATES LEFT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 5066 ROUGH OPENING 60" X 80" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL MULTI-POINT ON INACTIVE PANEL SATIN CHROME HANDLE - INACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 5,509.00 # NON SYSTEM GENERATED PRICING BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. Active Inactive AS VIEWED FROM THE EXTERIOR QUOTE: 00000025 QTY: 1 MARK UNIT - 103 CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 23 *** PRICES LISTED IN USD *** CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - X - OPERATES RIGHT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 3070 ROUGH OPENING 38 7/16" X 86 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 3,029.60 BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. Active AS VIEWED FROM THE EXTERIOR QUOTE: 00000026 QTY: 1 MARK UNIT - 104 CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 24 *** PRICES LISTED IN USD *** CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - X - OPERATES LEFT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 3070 ROUGH OPENING 38 7/16" X 86 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 3,029.60 BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. Active AS VIEWED FROM THE EXTERIOR QUOTE: 00000027 QTY: 2 MARK UNIT - 103,104 TRANSOM CLAD ULTIMATE DOUBLE HUNG TRANSOM STORMPLUS IMPACT ZONE 3 ROUGH OPENING 38 3/8" X CALL NUMBER 12 STANDARD CALL NUMBER 32 WIDTH ROUGH OPENING 38 3/8" X 20 3/16" INSULATED GLASS - 1 LITE # ADD FOR SPECIAL WIDTH, CORRECT R.0 WIDTH=38 # 7/16 STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE _REVISED6 Version 6.19 10/10/08 PAGE 25 *** PRICES LISTED IN USD *** NO INSTALLATION METHOD 6 7/8" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 555.10 1,110.20 # NON SYSTEM GENERATED PRICING Reference the installation instructions for Storm Plus certification requirements. QUOTE: 00000028 QTY: 1 MARK UNIT - 106 CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - OXO - OPERATES LEFT HAND CALL NUMBER 8070 ROUGH OPENING 96 13/16" X 86 1/2" INSULATED GLASS - 1 LITE # UNEQUAL PANELS, USE STD. 2670-3070-2670 PANELS TEMPERED CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON - NON CERTIFIED PRODUCT 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR # ALL PANELS CUT 2W5H MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE # ADD FOR 3070 ULTIMATE SWINGING SCREEN BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP INSTALLED INSTALLATION BRACKETS 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 6,375.60 # NON SYSTEM GENERATED PRICING QUOTE: 00000029 QTY: 1 MARK UNIT - 107 CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - OXO - OPERATES LEFT HAND CALL NUMBER 8070 ROUGH OPENING 96 13/16" X 86 1/2" INSULATED GLASS - 1 LITE # UNEQUAL PANELS, USE STD. 2670-3070-2670 PANELS TEMPERED CLEAR # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON - NON CERTIFIED PRODUCT 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR # ALL PANELS CUT 2W5H MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE # ADD FOR 3070 ULTIMATE SWINGING SCREEN BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILI, HOUSE REVISED6 Version 6.19 10/10/08 PAGE 26 *** PRICES LISTED IN USD *** INSTALLED INSTALLATION BRACKETS 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 6,375.60 # NON SYSTEM GENERATED PRICING QUOTE: 00000030 QTY: 2 MARK UNIT - 106,107 TRANSOM ROUGH OPENING 96 13/16" X 20 3/16" - 3-WIDE 1-HIGH **Al CLAD ULTIMATE DOUBLE HUNG TRANSOM ROUGH OPENING 30 3/16" X CALL NUMBER 12 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **A2 CLAD ULTIMATE DOUBLE HUNG TRANSOM ROUGH OPENING 38 7/16" X CALL NUMBER 12 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR **A3 CLAD ULTIMATE DOUBLE HUNG TRANSOM ROUGH OPENING 30 3/16" X CALL NUMBER 12 INSULATED GLASS - 1 LITE # ADD FOR STORM PLUS IZ3 LOW E II W/ARGON CLEAR 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 2-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR INSTALLED INSTALLATION BRACKETS 6 7/8" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 1,495.90 2,991.80 # NON SYSTEM GENERATED PRICING QUOTE: 00000031 QTY: 1 MARK UNIT - 108 CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 27 *** PRICES LISTED IN USD *** CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - XX - OPERATES LEFT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 5470 ROUGH OPENING 65 5/8" X 86 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL MULTI-POINT ON INACTIVE PANEL SATIN CHROME HANDLE - INACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 5,681.20 BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. Active Inactive AS VIEWED FROM THE EXTERIOR QUOTE: 00000032 QTY: 1 MARK UNIT - 108 TRANSOM CLAD ULTIMATE DOUBLE HUNG TRANSOM STORMPLUS IMPACT ZONE 3 ROUGH OPENING 65 5/8" X CALL NUMBER 12 ** OVERSIZED UNIT ** ROUGH OPENING 65 5/8" X 20 3/16" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED 'DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 5-WIDE 1-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR CONTINUED ON NEXT PAGE Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 28 *** PRICES LISTED IN USD *** NO INSTALLATION METHOD 6 7/8" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR NO CASING TOTAL PRICE 942.20 Reference the installation instructions for Storm Plus certification requirements. AS VIEWED FROM THE EXTERIOR QUOTE: 00000033 QTY: 1 MARK UNIT - 109 CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - XO - OPERATES RIGHT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 5070 ROUGH OPENING 61 5/8" X 86: 1/211 INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED' DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH, NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 4,846.80 # NON SYSTEM GENERATED PRICING Reference the installation' instructions for Storm Plus certification requirements. QUOTE CONTINUED ON NEXT PAGE'. Ring's End of Niantic BELLE HILL HOUSE _REVISED6 Version 6.19 10/10/08 PAGE 29 *** PRICES LISTED IN USD *** Active Stat AS VIEWED FROM THE EXTERIOR QUOTE: 00000034 QTY: 1 MARK UNIT - 201 CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - X - OPERATES RIGHT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 3068 ROUGH OPENING 38 7/16" X 82 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 3,173.80 # NON SYSTEM GENERATED PRICING BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. QUOTE CONTINUED ON NEXT PAGE. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 30 *** PRICES LISTED IN USD *** Active AS VIEWED FROM THE EXTERIOR QUOTE: 00000035 QTY: 1 MARK UNIT - 202 CLAD ULTIMATE INSWING FRENCH DOOR - 6 9/16" JAMB - XX - OPERATES LEFT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 5468 ROUGH OPENING 65 5/8" X 82 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2-WIDE 5-HIGH COCONUT CREAM CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI-POINT ON ACTIVE PANEL SATIN CHROME HANDLE SET - ACTIVE PANEL MULTI-POINT ON INACTIVE PANEL SATIN CHROME HANDLE - INACTIVE PANEL SATIN CHROME ADJUSTABLE HINGES KEYED ALIKE ULTIMATE SWINGING SCREEN ***SHIP SEPARATE COCONUT CREAM SURROUND CHARCOAL FIBERGLASS MESH NICKEL PVD HANDLE BEIGE ULTREX SILL WITH BEIGE WEATHER STRIP NO INSTALLATION METHOD 6 13/16" JAMBS PRIMED PINE INTERIOR COCONUT CREAM CLAD EXTERIOR CLAD FLAT CASING # ADD FOR A1445 APPLIED TO TOP & SIDES OF FLAT CASING # SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS TOTAL PRICE 5,707.10 # NON SYSTEM GENERATED PRICING BECAUSE OF JAMB EXTENSION THIS DOOR MAY NOT OPEN BEYOND 90 DEGREES. Reference the installation instructions for Storm Plus certification requirements. QUOTE CONTINUED ON NEXT PAGE. Ring's End of Niantic BELLE HILL HOUSE REVISED6 Version 6.19 10/10/08 PAGE 31 *** PRICES LISTED IN USD *** Active Inactive AS VIEWED FROM THE EXTERIOR QUOTE: 00000036 QTY: MARK UNIT - 4 EA 19003102 A104 MULL CLIP-150" - COCONUT CREAM TOTAL PRICE 17.52 QUOTE: 00000037 QTY: 2 MARK UNIT - 103,107 CLAD CLAD EXTRUSIONS SETS OF CLAD FLAT CSG. A243 WITH A1445 APPLIED TO TOP & SIDES FOR CUDHT FIELD MULLED ABOVE CUIFD COCONUT CREAM CLAD EXTERIOR TOTAL R.O.=38 7/16 X 106 3/16 SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS ** SIDE PIECES SHOULD BE MADE 3" GREATER IN LENGTH THAN WHAT IS REQUIRED FOR R.O. HEIGHT*** TOTAL PRICE 478.10 956.20 QUOTE: 00.000038 QTY: 2 MARK UNIT - 106,107 CLAD CLAD EXTRUSIONS SETS OF CLAD FLAT CSG. A243 WITH A1445 APPLIED TO TOP & SIDES FOR CUDHT FIELD MULLED ABOVE CUIFD COCONUT CREAM CLAD EXTERIOR TOTAL R.O.=96 13/16 X 106 3/16 SIGNATURE PRODUCTS, ALLOW 6-8 WEEKS ** SIDE PIECES SHOULD BE MADE 3" GREATER THAN WHAT IS REQUIRED FOR THE R.O. HEIGHT*** TOTAL PRICE 546.70 1,093.40 QUOTE: 00000039 QTY: 1 MARK UNIT - 108 CONTINUED ON NEXT PAGE 4 VIESMANN VITOSOL 200-F S Flat plate solar collectors for the harnessing of solar energy Panels with 25 ft.2/2.32 M2 absorber surface Technkcal Man] Manual Part Nos. and Pricing:see Price List _11 MR ri 0_5 01, MR F'f MY K M�; Z M*01 UAW -V,"Ce Z; X'_ R AN Z%Q 1n�. "W -1 P R _ A o 0 _W. Z 41 V"p'.V"c ' Irk. 40 Az� 'A k� V* V2 4, z — -- - V !�;' 'Xh A rm (Node] SV2 and SH2 Flat plate solar collectors Certified in accordance with SRCC OG-100. for vertical or horizontal installation on sloped and flat roofs To produce domestic hot water, or to supplement Meets the requirements of the German "Blue Angel" low-temperature heating systems or swimming pools certificate of environmental excellence to RAL UZ 73. via a heat exchanger VMFIED Listed by CSA International as complying Certified in accordance with Solar Keymark testing with the Energy Efficiency Verification requirements. Service requirements 5285622v2.1 08/2010 ` Product Information VitommU200'F Models ovn' m*2 The benefits at ae|anve: mHigh performance auunattractive price. wOptimized collection ofsolar energy thanks to highly efficient Sol-titanium coating. IN mCollector surface area: 25 ft2/2.32 M2 for horizontal o,vertical Installation. •High efficiency through selectively coated absorber,integrated piping and extremelyMR V effective thermal insulation. mnoxib|o connection pipes facilitate short installation time. Uptutwelve collectors can boquickly installed inseries using aconvenient Mv plug-in system. mDu,ume' corrosion resistant construction using materials such oopowder coated aluminum, copper and stainless steel,uo well as eu o.umno hall-resistant low-iron Construction and function noomou seal, nmmonuno water from solar glass and non-degrading thermal The main component o,the xiu`un|2Oo'pis penetrating into the collector.This ensures a Insulation. the Sol-titanium coated copper absorber.It long and reliable service life for all internal ensures high absorption ofsolar radiation components. •Permanently sealed and high stability on�low o,nisoion-6fthermal,auiutmn'A through all-around folded aluminum frame meanuv,onopvdcopper pipe,through which The collector housing consists ofa ' and endless glass seal. the heat transfer medium flows, is powder-coated aluminum frame(recycled permanently embedded into the absorber. aluminum)into which the solar glass io �— . wUniversal application:onflat and sloped The heat transfer medium channels the permanently sealed. ,nom'on top vfroof coverings, or for absorber heat through the copper pipe.The freestanding installations. absorber ixencased inphighly insulated untotwelve collectors can uojoined quickly collector housing, which minimizes collector and easily to form o uino|o collector array, w Quality tested to Solar Kovmo,k testing heat|oxaou. The high quality thermal For this,the ou,nda,u equipment includes mpu|pamonto.Meets the requirements o, insulation provides temperature stability and nemu|o connection pipes, ooa|ad with the German "Blue Angel"certificate of iofree from gas emissions. o',mou (see picture uo|ow). environmental excellence. The cover consists v,osolar glass panel with o very low iron content,thereby xvvnnovuon kit with clamping ring nuinoo •snoC me-100 Co,unod in North America. reducing reflection|vosoo.The solar glass in enables the oo||nmo,array to be qu/omv o.ommthick,making itvery resistant tu connected mthe pipes o,the solar circuit. weather influences.The glass isset into The collector temperature sensor iu inemoou the collector frame with uvonunuovo in the solar circuit flow uamn osensor well set. OH IL = Collector may not be exactly=shown. � A|uminvmcover otnp x�innralfiber innu|adon m � � so}a,o|uvouovo,' n��o^/a�a�mmiox xxo|aminoenoxvmominxu|�a/on o/ ~ Continuous flexible gasket Aluminum frame sections r» (0Sol-titanium ouotou copper absorber Aluminum-zinc base panel Mu oun epvhopouooppo,pipe LO w Technical Data Technical Data --1 Model-Vitosol 200-F SV2 SH2 Total surface area ft.2/m2 27.0/2.51 27.0/2.51 Absorber surface area ft.2/m2 25.0/2.32 25.0/2.32 Aperture"t ft.2/m2 25.1 /2.33 25.1 /2.33 Dimensions"2 Width inches 41% 93% mm 1056 2380 Height inches 93% 41% mm 2380 1056 Depth inches 3'A 3'A mm 90 90 Optical efficiency*3 % 79.3 79.3 Heat loss coefficient Ut W/(m2•K) 3.95 3.95 U2 W/(m2•K2) 0.0122 0.0122 Thermal capacity QM2-K) 6.4 6.4 Weight Ib/kg 115/52 115 /52 Fluid capacity USG 0.48 0.65 (heat transfer medium) Itr 1.83 2.48 Maximum working pressure"4 psig 87 87 bar 6 6 Maximum stagnation temperature"5 OF/°C 430/221 430/221 Connection inches % 3/4 mm 22 22 Requirements for installation surface and Roof construction with adequate load capacity for prevailing wind forces anchorage "t Important for system design considerations. '2 Dimensions rounded to the nearest '/a inch. .: ' "3 Based on absorber surface area. "4 In sealed systems, operating pressure of at least 15 psig + 0.45 psig x static head(ft.)/1.0 bar + 0.1 bar x static head(ml must be present in the collectors in cold condition. "5 The stagnation temperature is the temperature which applies to the hottest point of the collector at a global radiation intensity of 3412 Btu/h/1000 W when no heat is conducted by the heat transfer medium. Model SV2 Model SH2 41 <" 1056 mm 3'/:"/90 mm 93%"/2380 mm 3'/:"/90mm 2' 2„ 51 mm CS 51 mm CS E E E co E La Co o n � m E M E E E OD o CR p N O N N N i E n co mo rn co rn m N CR N E E Coco o Legend In °' CR Collector return (inlet) CS Collector supply (outlet) 3 Standard Equipment/Accessories Heat transfer medium v Tyfocor non-toxic heating liquid for solar General connection set Solar Divicon heating systems with active anti-corrosion Required to connect solar collector to Preassembled pumping station for solarQ. and anti-ageing protection. system piping.One set required per collector collector circuit. a Frost protection: to-31°F/-35°C 2 2 `,°a� gravity array-max. 269 ft /25 m Includes: 3-speed pump(2 sizes), pressure C;0 Specific ravi at 68°F/20°C 1.032 to 1.035 g/cm3 Part No. 7248 240 gage, 2 thermometers,2 ball valves, E to ASTM D 1122 pressure relief valve,flow meter, 2 0 Viscosity flowcheck valves,air separator,system fill at 68°F/20°C: 6.5 to 8.0 mm2/s Pipe connection set manifold,and foam insulation cover. c a to to DIN 51562 Required to connect multiple solar Part No. 7134 799 (for DN20) o pH value: 7.5 to 8.5 collectors. 7,134 800(for DN25) to ASTM D 1287 c o Color: transparent, Part No. 7248 239 n. m blue-green I p Container: 5.3 USG/20 Itr in a 041!W_W disposable container Standard equipment Q ex2 Vitosol 200-F, Models SH2 and SV2 come fully assembled in shrink-wrap packaging Sloped roof hardware and ready to be connected. Required for mounting collector directly onto shingled roof. Raises collector 3 A / Accessories 889 mm above the roof. Accessories (individually packed, depending o on order): m - Mounting hardware with technical Roof bracket literature SCU 124/224 - Interconnection pipes with insulation Electronic differential temperature control - General connection set for solar heating. = Sensor well set ai - Solar Divicon (pumping station for the o 4-1 collector circuit) Installation rail ;;<'-4� .1o; 1 0 - Automatic air vent with air separator - Fast air vent valve with tee and R 0 shutoff valve - System filling manifold Flat roof hardware - Solar hand pump Required for freestanding,flat roof r; rn - Solar expansion tank installations. ; m - Heat transfer medium Mounting hardware V The mounting hardware consists of4.°'' components required for the relevant m method of installation, such as: 0 r, m Roof brackets, mounting plates, mounting E rails, connecting elements for mounting Please note 0 rails,clamping bolts,screws and nuts. Vic essmann offers complete solar heating system combi packages, as well as 2 comprehensive design support in order too facilitate the component selection process. • Viessmann Manufacturing Company (U.S.) Inc. Viessmann Manufacturing Company Inc. > _ 45 Access Road 750 McMurray Road N Warwick, Rhode Island •02886 • USA Waterloo, Ontario• N2V 2G5 •Canada CD Tel. (401) 732-0667 • Fax (401) 732-0590 Tel. (519) 885-6300 • Fax (519) 885-0887 CCo www.viessmann-us.com• info@viessmann-us.com www.viessmann.ca • info@viessmann.ca in 4 I V.t�y n, W -5, T P2T il� 'RI EV "M WWN X", R) Tkq�i,� %'I 'F W.T4A �V !20 ,Y�g7,; ;F VE 14 W-1.41 1%,MA Viessmann solar thermal collectors are designed for use in closed-loop systems,and are ideal in DHW,pool,space, process water heating and solar cooling applications. All Viessmann collectors feature a highly effective selectively-coated copper absorber, high-quality construction and impact-resistant solar glass. F 11 Model' Gross 7 'WIM No. Are Er 2) 5 7 7,� RE t-Pldtecal Iego t L 27 *:Non'; Aoib O`v glqaj, er�sloppp R P V. L 20% Model Gross, No. Area(4.h 5;V IORW IA "'O-OMIUK Met, M P, 6&Sful 0 l0b -,igne$t-,P Or" ,r-" �,Orto 0!_4 W • Arei� P emur ounpt� 4 -Pe,ormancelntbli -0, t ross,. odel. G rer.erl6s��i- acuurn-tub6,;�,,, m Orn':S 'A C 04166t6 66 Drytonnection b etweentu es an header .; ,., Pa- 46 -Integrated tempbraturo,hiolVinnit' f6 High - !p6rf'6rmance-inc6l 1111111F lip W IN'IW Viessmann solar collectors are MCC performance tested by the Solar Rating 5367 149 0.0 1212008 - and Certification Corporation(SRCC) climate of innovation ~ J ' � . P'�' �`�-� PIC We zk ME 07 For installation onsloped roofs(1OO-F'200-F 300-T)or on vertical walls(200-1). ' ^ High-quality,oonnsion'resistantonnstmction. ^HiUh4+oab|e.pre-engineered system for max.security. —� ^Easy tnassemble. 00 an 371 For ofm�otandingflat roof mground mount installation, mounted tousubstructure. ,M/gh-qua|ity,corrosion-resistant construction. ^H/gh|yamb|e'pre-engineered system for max.security, ,Eaaytoassemble,adjustable inclination. Simplify the planning,ordering and installation vfyour solar system with our complete solar system packages. ` Choose from asingle-tank system tointegrate with uboiler system orfmmaretrofit preheat system uupreheat o,onexisting domestic hot water heating system. vieoamannxxanofmctunno \0000mannxxanu,actunno Company Inc. Company(u.SlInc. n��R�� 0�J������ 1'80�3D7J373 1'800'288'0667 ~ ~�~��~`~~—~~~~� "mxmvxi000mann.no wwvv.vinoxmunn'uo.com climate of innovation t � QUALITY ASSURANCE CRITERIA SHEET INDEX 3rd Party Inspection Agency: PFS Corporation, Madison, WI 1 of 5 - General Notes❑ Quality Assurance Manual: Superior Walls of America 2004 Edition Site Preparation Guide: Superior Walls Builder Guideline Booklet Revised January 2005 2 of 5 - Plan View (Foundation)EI 3 of 5 - Isometric View❑ 4 of 5 - Details / Sections❑ 5 of 5 - Details / Sections (cont.) WALL MATERIALS Concrete Compressive Strength: 5,000 PSI Water/Cement Ratio: <_ 0.40 DAMP PROOFING Reinforcing Steel: No. 4 and larger- 60,000 PSI No. 3 and smaller-40,000 PSI Superior Walls are recognized by 0 Secondary Reinforcement: Polypropylene Fiber the ICC-ES as an alternate method Embedded Wood Blocking: Preservatively Pressure Treated of providing foundation wall damp DOW Insulation: R-5 proofing. No additional damp proofing is required. ! �, I (See ICC-ES Legacy Report ESR-1553) -L�t- GENERAL NOTES _ r _. ( 1. Jobsite shall be prepared by the builder in accordance with Superior Walls of America Builder Guideline Booklet- Site Preparation and Framing Attachment Requirements (Revised January 2005) PLEASE NOTE 2. Auxiliary drain pipe must be four(4) inch diameter perforated and directed to a sump pit or daylight. To comply with building code Li 3. Builder shall establish the required elevation benchmark. requirements, the framing/decking 4. Builder shall ensure site access for trucks and crane. connections at the top of the Superior Wall and floor slab at the bottom of the Superior Wall MUST be completed prior to back filling. t Superior Walls n INSTALLATION NOTES AVENUE o®w:��®r 68 VIOLET POUGHKEEPSIE,NY 12601 1. Installation shall be supervised by a Superior Walls certified installer. c845,4E--mall:Info33 @swh8.comes-zsU1 Certification is obtained through Superior Walls of America, Ltd. BUILDER Website,www.swhv.com 2. Installation shall comply with Superior Walls of America's Installation Manual (Revised July 2004) Z&S Construction PO Box 202 Fishers Island,New York 06390 PROJECT SHILLO RESIDENCE Belle Hill Fishers Island,New York T113 DATE: REVISED 7 2-22-08 NOTE TO OWNER:THIS SHOP DRAWING SHALL BE REVIEWED � AND RETURNED TO SWHV SIGNED AS"APPROVED"PRIOR TO FABRICATION. OWNER OR OWNER REPRESENTATIVE SHALL p�317 g=� \V DRAWN BY: SCALE: VERIFY THAT LAYOUT DIMENSIONS,ROUGH OPENINGS,TOP OF FQ B. Baker WALL AND POINT SUPPORTS MEET PROJECT REQU REIMENTS TY A SEAL ON THIS PLAN CONFIRMS THAT WALL ELEVATIONS,LEDGE ELEVATIONS,LOAD OFp'7 0FE-SS13 0-- \- OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL THIS SUPERIOR WALLS FOUNDATION IS PROJECT NO.. SHEET NO PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM ADEQUATE TO SUPPORT THE STRUCTURE ABOVE Q14946 1J 95'6 3/4" NOTES: -------------------- 15'21/2" x^5'11 1/2" 29'71/4" 8'10 1/2" 28'2 1/2" 7'8 1/2' A.>WINDOW R.O. 6'-9 3/4"W x 5'-6 7/8"H 1'-6 7/8°HEADER T- 14'1 1/4" 15-6" B.>W[NDOW R.O. .. 3'-8 3/8'W x 5'-6 7/8"H W 7'1 1/4" 22'6• Y 1'-6 7/8"HEADER n ^ i. -- C.>WINDOW R.O. N 2.4. C H 3'-3"W x 2'-9 5/8"H 1'-6 7/8"HEADER N A D.>PATIO DOOR R.O. 10'-1 3/4"W x 7'-4"H N to NO HEADER b to E.>ENTRY DOOR R.O. n io 3'-8 1/2"W x 9'-1 3/4"H 10 1/4"HEADER B - NO CONC AT BOTTOM H RE AR ONLY 3' 1/2' -/— F.>GARAGE DOOR OPENING N 9'-1 1/2"W x 9'-1 3/4"H E 10 1/4"HEADER NO CONC AT BOTTOM Y REBAR ONLY 7'7 1/A"--O)-- N G.>2 STUDS 77' 1/4" � (CAPACITY= 13,000Lb) h \ H.>3 STUDS (CAPACITY= 16,0001-1b) F a D =-10 0 PANELS / T.O.W. = 0 0 (--1 2 1 /8 ) � m ` >4 STUDS t9 1 11 1_ n 1 n w (CAPACITY= IB,000Lb) (311 3/4'x 9 1/2"LVL RIM JOISTI �j FI — 1 11 I n WALL THICKNESS= 10 1/4' IN FIRST FLOOR FRAMING — 9'2 3/8 PANELS / T.O.W. — -0'-9 5/8 (-1 -1 1 3/4") °D (PER ARCHITECTS PLANS-BY OTHERS( ALL PANELS INCLUDE 1"DOW N r BLUEBOARD INSULATION i N INTERIOR BEAMS/COLUMNS/FOOTINGS .. PER ARCHITECTURAL PLANS (BY OTHERS) G F _ (311 3/4 x 11 7/B'LVL RIM JOIST N FIRST FLOOR FRAMING Nl [PER ARC HIT CTS PLANS-BY OTHERS) !� Z —I+{ imo N N —L m h f O 10'10" 10'4' 29'9 1/4" 8'8 1/2' L- 35'11" 95'6 3/4" superior Walls 68 VIOLET AVENUE POUGHKEEPSIE,NY 12601 (845)185.4033 Fmr(845)485.2501 E-mail:Info@swhv.com Website:www swhv.com BUILDER: Z&S Construction PO Box 202 Fishers Island,New York 06390 CUSTOMER RELEASE A SEAL ON THIS PLAN CONFIRMS THAT THIS SUPERIOR WALLS FOUNDATION IS The attached drawing was created from ADEQUATE TO SUPPORT THE STRUCTURE ABOVE PROJECT: Information and dimensions provided by � SHILLO RESIDENCE the customer/builder.Superior Walla of the Hudson Valley is not responsible Belle Hill far deviations from the Blue Print orNEPy� Fishers Island,New York information provided by customer/builder. I have reviewed the attached drawing(s) t5' DATE: REVISED: and all of the dimensions and objects therein; 2-22-08 3-26-08 1 understand that the Superior Walla will be NOTE TO OWNER:THIS SHOP DRAWING SHALL BE REVIEWED custom manufactured per this drawing , _ If especially for me. Therefor having reviewed AND RETURNED TO SWHV SIGNED AS•APPROVED'PRIOR TO the drawing and all of the listed dimensions, v VERIFY FABRICATHAT LAYOUT DITION.OWNER M EN ONS,R OWNER RROUGH OP PRESENTAN NGS,TOP OF SHALL I accept full responsibility for any and all �C'J� DRAWN BY: SCALE: WALL ELEVATIONS,LEDGE ELEVATIONS,LOAD CAPACITY OF measurements and Information provided by me. ��Q 7317 `,\ OWNNERAUL OROWNNERREP�EMEET NTA 1VESH LLVVERIFYSSOIL� FES PROJECT C Baker PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. X PROJECT NO: SHEET NO. PLEASE MARK CRANE LOCATIONS WITH AN "X° Approved DAB Q14946 2 5 Superlor Walls SS VIOLETAVENUE POUGHKEEPSIE,NY 12601 (845)465.4093 Fax•(845)48S2501 E-mail:IMo@swhv.com Wabsaa:www.svhv cam BUILDER: Z&S Construction PO Box 202 Fishers Island,New York 06390 PROJECT: SHILLO RESIDENCE NEE Belle Hill Fishers Island,New York `� 0��/®C� ®� DATE: REVISED: 2-22-08 3-26-08 - ,x 4 ` (a 07311$ DRAWN BY, SCALE: �O \ B. Baker OFESSIONP PROJECT NO. SHEET NO., Q14946 3 5 SUPERIOR WALLS PRECAST SYSTEM Floor Connection:Joists Perpendicular to Superior Walls Floor Connection:Joists Perpendicular to Superior Walls Modular Connection coNa1RUC[®ACODMIiG TO eunoRAvvasooQa EVSWMAare (Builder Guideline Booklet-Pg.28,Fig 18) (Builder Guideline Booklet-Pg 27,Fig 17) (Builder Guideline Booklet-Pg 33,Fig 25) Framin Strap Requirements able 5) - le Use SWA modular straps where k b difficultto nail Framing Strap May I late Backfill Hem Framing Toe Nell Fadi Jap far Modula PonPledQ® Joists to the sill P b n9 StraP B pearg L111192,iBd Nab. - According to0ade •The Framing Strap lies between the band Joist and 17x61? gat si0 plate and is fastened with 1-1/r geNhnized 7V-9T 32'0 c u MTE Floor SystemTooNeu Paa1 Johtwpr - nails provided Use 1 nailIn every hole Of the ?BOLT (BY oil--) 2-160NaleorAo..ding toCode Frertlin9,5(reP W-76' 48'00 •Construction adhesive is recommended between - tlAE TREAT®uTH Treated sill Plate the top bond beam and the sill plate (0)-10d NellsThrough (BJH O°are) Plywood Into solid SleddingOR 12 Bok Apps°wuWctionll®mlvebTap FOR0.1AIaN0 �- - SQrfBDed Blocking for Finished AND W WNe Modular Flora ,00o Pa FI31A16 0064 1E WAIIImOlm DAWPROOR bE IMPECL RBOORDOFlNe REOaRm - PAF TEIVOmRB00K) .b WATE 31`TAWL 41I , (Rff Aa ste TAaLEw2z) A Gln°�P BACKFILL Tmeted SP_SPACINO W CHHERa _ �• - Top Borg Been GVRY7)P x21 x. - Framing strep WALLTHIPQEee 10x' - - WALLIEIdR5sa 101Q DRAN.•PER`-0M DPPEM Floor Connection:Joists Parallel to Superior Walls Floor Connection:Joists Parallel to Superior Walls 101N• - melra�oRDursloeovnoN - Buderuide dGuideline Booklet 2B,Fi 18BuildGuideline Booklet 29,Fig 19) FILTER L1EL18rrAfE ( ooP9 9 ) (Builder ooP9 - WILL IMPROVE DFVU rx: ^'IMSEMBIETsLAS Fastening Schedule(Table 4) Nal(2xe)End Wall Bruce - �g'9'° •`�e1 '"��,4n• yr a°aFAr'i� SIB Plate B.-B Bbac Number orSotd Minimum Dance (e)-101INaue nxmgh , (a'a)Enda.-*into a eOd�� . as a¢Da DrE Backfill HeightBolling Spacing Blades Required or Blocking waaFlyd Into sandBmdna wall Bice Daylight Basement/Above Grade Walls(Frost Areas) VIRGIN 601L OR Framing strep May Be Re4aled - Crushed Stone Trench Footing Apply C e of Blom AdlPchebTIP for Modula Caxedb® • r-S'-9'$ 24'O C 3 fofcr High aver 5,4 r Surface ar dinar Fpfar Flrisled (Builder Guideline Booklet-Pg 8,Fig 7) 10'High Modula Fore. 1?z 61? • r-W-W-6, 24.00 12lum-.h 2for Joists under Bolt 4,-0„ Interior Comer 10'High 5d`A O •Must be In virgin Bog(Bottom and both sides) Beam Pocket b'-r4 r 4B•O C 1 r•W Q •Previte an outlet(41 pipe)to daylight or to a sump pit (Builder Guideline Booklet-Pe 45,Fig 44) ydW um 1 Neu to Each rrme with du to the poss(Do NOT ibility or pipe crushice a continuous ng which e In e of aM Fnxnlrg sloop •Beam pockets can be used to support beams that M vert av could cause well settlement) ,N °m°",a° - amlocated below floor Joists When ordering, (6)-10d Nelle TiPngl A sm comm Plyw'•od Into sou Bbd ft t,J •Trench must extend below local frost depth,as shown. height)and design loading PL1rMmlhe• \ \ height)specify the losize(width and p ,xo •Fitter Membrana recommended per code,as shown / _ .1• ev" - .., ,.•. •^; _ ';•ty;;,tc.:e`:.`v.,, 'ray,'a`•. Dunermlm sped a wm •width trench 38• Pimemionje�`'° Jap as Q •Fill trench with 12'dean crushed stone:vibrating in solid ebaag scram - 8'IIRs with a Plate vibrator .deet (2xe)End well ermg 1 (a)-10d Nero TNI ", •Cover the exposed atone on the exterior of the wall — ,.,. --- ,sr•wkar oe+•e) t • with backfill or patio/sidewalk construction:preperiy —) 0�i < s ? Treated sill plate Joist sloped to drain away from the wall ��u17�,� Q= v"'^'t?�'•-�`X`�,�, — y (• •Bend stab connectors Into concrete floor pour �_ —ll-��3„k'*.�'«a?sf.,x'.:• —I a� ami •Install a trap to prevent the backflow of moist air into — F�D� y. rowerPlw s '11=1TI- the stone footing area which will reduce the likelihood of excessive Interior humidity Fear � J Joliet - th+Pwed Nldel Concato Slop '��1 Conoete Bhp. carve•.sap I� Superior Walls "I"Joist Blocking Detail "I"Joist Blocking Detail(cont) - (Builder Guideline Booklet-Pg 30,Fig 20) (Builder Guideline Booklet-Pg 30,Fig 20) Nal(W)Fad Wad a— etas Buften Valley e 10dNall.TlPwpl (2.8)End 8eaie1y1id.ftamPlate 6B VIOLET AVENUE � Plywood Into Blocking Was Broca POUGHKEEPSIE,NY 12601 Support Ledges (845)485-4033 Fax:(845)485-2501 (Builder Guideline Booklet-Pg 47,Fig 48) E-mail:infc)@swhv cora e 10tlN90aTharyr Website:www.swhv.com •You may speedy either 4•or 8'projection for lir xs 1(1' (I- I n PtyvmmlrlmsapelodmlB BUILDER ledges supporting I era•Plywood Suit 15+� ' Brick or stone`veneers,adjoining wags O I I ( ) � goad 1 Appy caewcdAdleelvebrap _ - Z&S Construction Gere9B,porch Orpatio p0are J (: "yAe ,,"Q Q surface or Blocking forFlrishad ' These ledges may be either continuous or e�w'' Q Modula Fbwa, PO BOX 202 I InlennittenYou must specify their vertical and horizontal location /J (aPl me _ Fishers Island,New York 06390 • •Well ties are needed when the ledge m 15'or II I 3 ' more from the top of wag ( I Example of Plywood Fabricated Bkx9dng ` PROJECT: SHILLO RESIDENCE •See building code for flashing requirements dd� I Belle Hill �n*w I (°)-lod NBleThagl O _ I I PenoodlntoBapekxddre Fishers Island,New York 1 2 s ,� DATE' REVISED. 2-22-0s � ' u®•IJaerMamNara TN r ,y{ _ � 'rradlBg,onal Lumber Fromi or aMt CW)End wall Bnabg Plywood Fabricated Blocking W—) •^. -'�.' f•Z.( • as sap r (5).10d Nall i°°r Lumbermaybeea�etle SPdeFaa TmtoaSill Pna (Engineered lockRequirements) ou Ledg,P `y''"' l 5 •"' �!/� 07����� \C? DRAWN BY. SCALE: B. Baker 0FESS1oNP PROJECT NO SHEET NO Q14946 4 5 INTERSECTING WALLS-Overdin Procedure Stairwell Header Procedure (Builder Guideline Booklet-Pg 12,Fig 3) (BuilderGuidellneBooklet-Pg 36,Fig 28&29) •When a wall such as a garage wall or crawl space •Use details below for stairwell openings which wall Intersects the basement wall and rests on a are within B feet of basement walls precast ledge,the overdig must not exceed S-0'. •The opening should not exceed 9'-0'in length If a larger opening is required consult an engineer or your Superior Walls supplier. •Use construction adhesive between the sill plate and top bond beam of the Superior Well. •Build the support beam(2 x 10 sill plate and two 2 x 8's)2'-0'past each end of the opening (2.4)Every2'-0'O G without splices(see details below) (24)Every 2'-0'0 G Intersecting Plywood sue Floor •Use 112'bolts In eve hole,7-0'OC through Plywood sub Floor SupedarWall �' the bond beam. Solid Bbdarg Solid Bbdit Rim Joist � ammmon s o• 2-W)Beam Floor Jobt Beyund mFLm Br,bg (2.10)83 Plate Band Beam 811 Plate Bok M 1_11111111A 811 Plate Bok an flats Bok Bad Beam (2x4)NeOed itueuge FloorJamm eeyom 2.(M)Beam Suekoor at Solm Bb& (2x10)Sl Plate Zz Puerrnene,ans IH I— pp N N wain sal — I — _ lz — I Ill INTERSECTING WALLS-Excessive Overdia Procedure g a (Builder Guideline Booklet-Pg.13,Fig.4) — y — •When an overdig is more than S-0',an _ E fe ? E Intermediate support column is required unless o E pmlect-specific engineering Is provided gg m m 'B m � ` �S 79 E w dV. r_4 'e c W '°temactingSuperior Walls Superior Wall `'\/\///\ otu�Hudseu IP�IIey ,vaneda�m am,uB s� wee mesgpat 68 VIOLET AVENUE tophw.a eea-a sn u®kn�nx POUGHKEEPSIE,NY 12601 m "g (845)485-4033 Fax:(845)485-2501 E-mail:Infb@swhv.com Website:www.swhv.com BUILDER _I Z&S Construction — — cawamarJaeasyra.m PO Box 202 Fishers Island,New York 06390 r — o Joists Parallel Joists Perpendicular 1 (Fig 28) (Fig 29) PROJECT. � Pad Sin �a� SHILLO RESIDENCE ®�LNEW�, Belle Hill /� IL Fishers Island,New York vkgbsa—/ � 4J a _ I I I M- 11 � DATE. REVISED: 2-22-08 ID � S DRAWN BY SCALE `cam B. Baker ��A90FESSOPROJECT NO.. SHEET NO.: Q14946 5 5 SEE NOTE 10 ( TYP. ) N 0 SW-C (HDD011 ) SW-D ( HD08 ) GENERAL NOTES: a , 1 . ALL DIMENSIONS ARE BASED ON DRAWINGS BY KINLIN RUTHERFORD ARCHITECTS. - - CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. '� co FE 0 C N 1 . WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED IN ACCORDANCE WITH THE IRC �_ � ' — ----- - -- - SEE NOTE 10 { TYP, ) ^- - -- - -- - - �.,, > 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH. �A x W - - - -- - -- i MH 2. ANCHOR BOLTS SHALL BE '�8 DIA. AND SPACED AT A MAXIMUM OF 48 O. C. AND PLACED NO cn MORE THAN 12 FROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIALco E .. ANCHOR BOLT REQUIEREMENTS WITHIN LIMITS OF SHEARWALLS. CDP I SW-A ( PHD2 ) SW-A (P D2 ) 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BEINSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONSin. _� ---- _--_ C� - -�-_ ! PANELS AT ROOF LINE SHALL o - — - - ----- _ - I BE FASTENED WITH 10d NAILS 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING. W = o AT 4 O. C. ON EACH OF THE ALL PANEL EDGES SHALL BE BLOCKED. " ° " SW-A ( PHD6 ) — — I � m — _— 2 TOP PLATES N ADDITION L12 OUTL IN OF 2ND ) I I O � w o FLOOR OVE _ i) ! TO SHEARWALL FASTENERS. 5. SIMPSON HI HURRICANE CLIPS SHALL BE USED FOR THE FOR THE MAIN ROOF JOISTSo z !i SIMPSON H2. 5 CLIPS SHkLL BE USED FOR THE PORCH AND DORMER ROOF JOISTS. H2.. 5 CLIPS ct � SHALL BE USED TO SECURE VERTICAL STUDS IN DORMER WALLS TO MAIN ROOF FRAMING. - INTERIOR iI ,� o ., '";t w m 6. PANELS AT ROOF LINE AROUND PERIMETER OF BUILDING SHALL BE FASTENED WITH 10d �;'. "' SEE DETAIL A ( SEEN E 9 ) SHEATHING. !' ! ,:k���:;� co N SEE NOTES. !� NAILS AT 4 0. C. ON EACH OF THE 2 TOP PLATES. `d` "' "' ! I ABs._ 7. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO '<< I, WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT SW-C ( HD08 ) ( SEE NOTE 9 — - -__ ___ �! EXTERIOR SHEATHING. ALL ANCHOR LOCATIONS. I �— j. I SEE NOTES. 8. ALL WOOD SHALL BE DOUGLAS FIR NO. 2 OR BETTER. I li _- -- SW-B (HHD011 ) 9. DOUBLE JOISTS SHALL BE PLACED ABOVE AND BELOW INTERIOR SHEARWALLS IN THE 1ST AND 2ND FLOOR FRAMING. THE TOP/BOTTOM PLATES OF THE SHEARWALLS SHALL LI _ ;i BE FASTENED TO THE DOUBLE JOISTS WITH 6" LONG, 112" DIA. LAG BOLTS AT 12" O. C. LoSIMPSON HOLDOWN. !i ! 10. WRAP SIMPSON CS-16 STRAPPING TO CONNECT PORCH HEADER TO POST AT TOP. - --- - — SEE PLAN FOR LOCATIONS. I. STRAPPING SHALL EXTEND A MINIMUM OF 12 DOWN EACH SIDE OF POST. USE SIMPSON l ----- SW-A ( PHD6 ) !� ABU POST BASE AT POST TO FOUNDATION CONNECTION. mi. SW-A ( PHD6 i' U d ' SW-A (PHD2 ) SW-A ( PHD2 ) li 11 . SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN. IF ROOF i PANELS AT SILL SHALL BE PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. `'•� a FASTENED WITH 10d NAILS PLAN - FIRST FLOOR AT 8" O. C. AT THE SILL PLATE SCALE: V -0-0 ------- == AND THE RIM JOIST IN ADDITION TO SHEARWALL FASTENERS. 5/$' DIA. ANCHOR BOLTS SPACED e48" O.C. UNLESS OTHERWISE NOTED ( TYP. ) �' U Cf) SHEARWALL SCHEDULE _j z =' WALL SECTION TYPICAL EXTERIOR CL SCALE: 3/4'/ = 1 ' -0" MARK SHEATHING FASTENERS ANCHOR BOLTS z - o ( AT FOUNDATION ONLY ) - to W EXT. 716" OSB SHEATHING 10d AT 4 0. C. EDGES 5/ " DIA. @ W 10d AT 12 O. C. FIELD < w z ---- S W-A 24 O. C. MIN -' I_ INT, I'2' GYPSUM WALLBOARD 5d AT 7" O. C. EDGES 5d AT 7" O. C. FIELD 7" EMBEDMENT s W z EXT. 7/16" OSB SHEATH I NG 10d AT 4 ' 0. C. EDGES 5/$' DIA. @ 24 " 0. C. w I Q 10d AT 12 O. C. FIELD MIN 7" EMBEDMENT = II ' EYP. ) S W-B _ 10 d A T 4 " O. C. E D G ES 9 FOR INT. "' 4 z S8 DIA. LAG BOLTS TO FASTEN INT. 7 SEE �vOTE i16" OSB "DEATH I NG 10d AT 12" 0. C. FIELD SHEARWALLS MIN. TRIPLE STUD ILL PLATE TO JOIST BELOW /� 10d AT 4" 0. C. EDGES L" � AT ANCHOR (TYP. ) t SEE NOTE 9 ) EXT. 19/3 OSB SHEATHING 5/ " z Q --- 10d AT 12 0. C. FIELD § DIA. @ z a- w- C-- - PLACE DOUBLE JOISTS Sw-C 19� 10d AT 4" 0. C. EDGES 12 O. C. MIN o � pC TOP OF FIRST F1.00R DIRECTLY BELOW INT. 32 OSB SHEATHING 10d AT 12" O.C. FIELD 7 EMBEDMENT W a _ U SHEARWALL EXT. 1932' OSB SHEATHING 10d AT 4 O. C. EDGES 5� „ m w �` 10d AT 12 Q. C. FI DIA. @ D w SW-D FIELD p INT. 1'2' GYPSUM WALLBOARD 5d AT 7" O. C. EDGES 24, O. C. MIN Ln 7 EMBEDMENT -' � 5d AT 7" O. C. FIELD = z • - - J W SW-C ( SEE NOTE ) w = SW-B ( SEE NOTE ) C/D T 3-2x4 PT COLUMN TOP OF BASEMENT SLAB HDQ8 - �-� 4-#5 EW l _ - -� TOP AND BOTTOM = �„ LLL- I -- --- — — -- -- _ W , 3" CL.— 3'-0" SQUARE o DETAIL - A PLAN — 2nd FLOOR „ o SCALE: i�8' = 1 ` -O// SCALE: 3/4" = 1 ' p" �.' � Z NOTE: SHEARWALLS TO EXTEND TO UNDERSIDE OF ROOF. SEE GENERAL NOTE 9 FOR BOTTOM PLATE CONNECTION Q I, C) ' o � m 0 mCN aa m LLJ LJ - z Y U Z Y O O (n Q w w O W 2 p m O U U w DATE: 08/23/07 ROOF PLAN SCALE* AS NOTED QUALITY CONTROL CERTIFICATION GROUP' REVIEWED DATE PROJECT* 2007815 PROJECT MANAGER - SURVEY ENVIRONMENTAL _ SHEET CIVIL STRUCTURAL L - 1 OF 1 ARCHITECTURAL u «- r r 10'-6p KNOCKOUT INLET AND a OUTLET OPENINGS � LOCKING CASTING , � °� � � TO GRADE PROPOSED GRADE ` � u , i RIBS INSIDE ENOC.AP TYPE - LEVELING DEVICES It00 rJ + 4c) + MIN. 4' 2" MIN. ABOVE INLET ti �; �u/ll OUTLET INVERT 2" MIN. SITE CAST BAFFLE REQUIRED C IF INLET PITCH EXCEEDS CONCRETE COVERS � � PLAN 1/2" PER FOOT -may y, COVER LOCKING CASTING 5'-0" TYPICAL NOT TO SCALE DISTRIBLIIION BOX TO GRADE TO GRADE IF DROP / ' f IS USED T FINISHED GRADE • ' CHIMNEY ❑ p❑❑ ❑ �✓ 4 x 4 12,6/12.6 A. WI E MESH ❑❑ 0 ED ❑� �t 2p" 6 x 6 6/6 G 4WI�.E MESH ❑❑ Ej❑(❑ ❑pp min. 6" ❑❑❑D o 0 0 ❑O .n STING GRADE u1 C 'ON! 2C ' ❑❑ o t❑o ❑'� I EXI 0 1 ' EASEMENT FOR ` INLET 3• VENT- --' 3" VENT�� OUTLET ❑❑ ED Q Q ❑❑ - - �� POLE UNE \ \ If ❑❑ o00 ❑D LIQUID LEVEL--- 00 EVEL ❑❑ O a 0th v� s CONTINUOU'S HOT BAFFLE ❑❑ O OO = 013 INED WITH x ❑❑ E1 E1 CI ❑❑ ASPHALT SEAL L FILTER IRON r Lo I178• PVC �' FABRIC PIPE Q �t 4" SCHEDULE #40 60. GAS F-�- (FOUND) w INLET BAFFLE I DEFLECTOR 6'-6" „ LOCATION MAP SCALE 1 =400 4„ 3" LEACHING POOL DETALL :�a'��% \ NOT TO SCALE \ /� CENiERUNE OF PROPOSED ,, -.;.. _v „CRO►SS SECTION DRIVE 30' WIDE DRNEWAY "� 1500 GALLON — 2 COMPARTMENT " F r 12 ROCK lft1U1� EASEMENT / ,SEPTIC TANK CHIPS NOT TO SCALE 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS T- ' IRON °.} PIPE STONE RETAINING WALL (FOUND) (2)-2"x2"X3' STAKES NOT TO SCALE I _ IF.:2T�SUF..�T� FILTER EACH BALE FILTER BENCHMARK IRON ROD BY: R. STROUSE P.E.,L.S. 3/1/2007 FABRIC FABRIC POST /� ELEVATION = 69.15 R. MASON 0"-12" TOPSOIL / / GOSS 12��36„ SANDY SUBSOIL . a a Z 36"-90" COARSE SAND & GRAVEL COMPACTED,Z ON SITE SEPTIC 90"-17' SAND BACKFILL __ / / THOMAS J. SHIELD � MUNICIPAL WATER SLOPE I - _ --� 'VACANT LOT_' N� UNIFIED SOILS CLASSIFICATION (USC) SYSTEM (FROM ASTM D-2487) ANGLE 10 UP / .64 �° MAJOR DIVISION: COARSE-GRAINED SOILS, CLEAN SANDS FOR STABILITY AND SILT FENCE BACKED -_ __`- /- / / GROUP SYMBOL: SP, POORLY GRADED SANDS AND GRAVELS, LITTLE OR NO FINES SELF CLEANING BY HAYBALE BARRIER I _ _ ___ NOT TO SCALE ——_ — -'66 ' '1 �'k PRIDED 0 SEPTIC DESIGN - 6 BEDROOM RESI,Q NCE 1 PROVIDE 1500 GAL. SEPTIC TANK 024' 9AK 25• PROVIDE 3 - 77" LEACHING POOLS / SEE DETAIL PROVIDE CONCRETE CHIMNEYS W/ CONCRETE COVERS AS NEEDED TO L PROVIDE MAX. OF 6" TO 12" FROM FINISHED GRADE • —� -—_�� J �/ •��•� -� � J _ EFFECTIVE SEEPAGE AREA = 158 x 3 = 474 SG. FT. /-� �� ��� X72 5 6kk5696 ✓ USE 4" DIAMETER APPROVED SEWER PIPE THROUGHOUT IRON '� Z _ I PIPE __" - ` BENGFS -— 0 Cn w (FOUND) `�� _711 u- Q \ _ _ _ I / " 1.) S'jRdL.' MAP; PROPERTY TO BE CONVEYED TO THOMAS J. SHILLO• SAPPHO 0 U �' ct JENNY KELSEY I --— _ —_———74' _ ROAD; FISHERS ISLAND, NEW YORK; DATE: 12/05/2006; SHETT 1 OF 1; C.M.E. a � 0 BREINING — _—_ __ --- _ _78--— = `� ° / ASSOCIATES; NORWICH, CT. < '7 Qz MUNICIPAL WATER —_ 11 L- a a g _- -_ —80-� o_ ROCI �y� .ry° i 0 W Q to & SEPTIC SYSTEM _ __ —— ``82—=84_ _ \ �k•� a' ,� l to PROPOSc N 3765.81 _ _— — �~ _—-- --$s-- ° ° ° " ° ° cr- ° ° ° ° ' !` \ l \ \ � 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED C w W 2669,63 OAK,,,_ \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO (_ CHAIN LINK FENC -�_ °° _ '-88- _ °, ( \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE = u_ ENGAGEMENT. AK �-944-Q ° \ \' / 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS N 49'39'4p"_N ° ) . � 11 L1''-- °°° , cl Nc U \ � ° ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN MON. °° TEE NE \ ° IRON ITEM IN ANY WAY. _ (FOUND / / /� 12 � - � 1 001-9.� \ 1� ° I PPE 07± �C ° o \ I 1 ' (FOUND) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 42.08' 2" TR 1 _ —' \y \ \ META OUTL \ I = o ` I I / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF RESTRICTIONS \i0 \ �PE T�PIT RO TWI t5 I i / THE LAND SURVEYOR. ON THIS AREA 12" M �o \ q� \ WHI E 8 CH ' o I ( / 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SEE AGREEMENT .�,_., � / � / ""`""�_ '�'� \ \ ` I ) r o p ?S• SURVEY TRIANGULATION STATION "PROS" LIBER 11946 n 0 0 ' \ \ \ \. \ N/F PG 331 r'� ,�^� ;. \ o\,� \ \ ° 5.) SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP 1000 SARAH H. `��;. A�' PROPOSED" 1 1 \ o\ BRI K TE1 OC11 I I SECTION 006, BLOCK 5, LOT 7; SECTION 009, BLOCK 1, LOT 9.3 * ►► I o, � e eEDRoolr-:"� SMITH IRON RMER �A R i PIT \ MUNICIPAL WATER PIPE F` STORA E Ev'I r: 'i \ \ / (POUND) \ (CON R r N:b CoF.F. 103.4°1t� \ ` I I °� N F 6.) TOTAL AREA = 2.10t ACRES. TOP OF CO -11 6 �r \ & SEPTIC SYSTEM ��Lr \ -� PROPOSED FISHERS ISLAND UTILITIES CO., INC 7.) SITE IS LOCATED IN R-80 ZONE. V) z z \ TERRACE "VACANT LOT" F // \ N 7 8'16" W \ EL-101.0 \� ` ` 8.) BASE FOR LEVELS: NGVD 1929. Z o 0 w Y ' I 9.) APPLIt,ANT: THOMAS J. SHIELD - W '_ TsT ° ' l I 10.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE N _n 106 ` k ° ° \v f ;= 14 J , � 1 �L ' I PR04ADE A CONTINUOUS DISPOSAL SYSTEM. W > N/F PON \\ ° \ \� — :.'. :.. 4 / "d M� I MAITAIN TFSK.TfENCE w CONSTRUCTION ESO LFIGEND W / KENNETH HANAU 111 (FOUND) \ E — 1 / °° ` I 'O I � I ' SFE DETAIL) W N N rO O & \ \ \ \ ° ' f I F.F. FIRST FLOOR a N \ / f� o RANSON SMITH HANAU °° \ \ — r�;, . MUNICIPAL WATER / \°° \ __ rosp ° PROPOSED ';;. ' t. EL. ELEVATION o 0 IINNG� U r ,; ,. •° \ /IRK ° I CLEARM LIMIT .-,':.-•• ,r,_..... r; �,`I;:'' & SEPTIC SYSTEM S ° \ / ' ' J f m C .. SF SQUARE FEET o N S�•9'' - 1 ' ' I f PIOPN '," / - _ 90 - - EXISTING CONTOURS ` An� T ^� / ' (FOUND) p �� PROPOSED CONTOURS Q BENCHMARK IRON PIPE " ° ° ` 1 / l / ! �,\` �' STONE WALL L-_ / EL£✓ATION — 88.19 / / BUILDING SETBACK LINE / IRON /� / / p _ PIPE _— a/ / / / / / o I PROPOSED RETAINING WALL o N 1 co N/F (FOUND) g�fl w� / / � ���� M� PROPOSED STONE RETAINING WALL a S / n / o o -� DIANA W, X3 '30 W / APPROXIMATE LOCATION oI° SARGENT � EXISTING 8" WATER MAIN PROPOSED SILTFENCE m "' � � � � / MUNICIPAL WATER 5OR RESERVE Z N 3560.80 PROPOSED CLEARING LIMIT z i IF NECESSARY IRON / & SEPTIC SYSTEM / PROPOSED PIPE S �0 08' P©E W 2349.0$ 100.0 INVERT ELEVATION o o Q w a m o o v WATER SERVICE (FOUND) 6•`�,� f (FOLI•N�C)20 �TH# TEST HOLE m o w m z � PRo�noE 3 LEACHINGE POOLS S �a °I I DATE: 05/02/20( SEE DETNL N F 3s KEVIN E. GRANT & X24 FPO ` A — / VALARIE J. KINKADE I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1 - 30 / I MUNICIPAL WATER (FOUND) AND CONSTRUCTION OF SUBSURFACE SEWAGE N/F & SEPTIC SYSTEM DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE QUALITY CONTROL CERTIFICATION JENNIFER AND WILL ABIDE BY THE CONDITIONS SET FORTH GROUP R EWED DATE MILLER THEREIN AND ON THE PERMIT TO CONSTRUCT. so 15 0 30 SHEET PROJECT MANAGER r MUNICIPAL WATER SURVEY & SEPTIC SYSTEM ENVIRONMENTAL GRAPHIC SCALE IN FEET APPLICANT CIVIL I STRUCTURAL ARCHITECTURAL 11 N N g M yyi�n� c WJ N 10'-6" 1 cob 40) o KNOCKOUT INLET AND •� oo OUTLET OPENINGS LOCKING CASTING Z C oc TO GRADE PROPOSED GRADE !r�-i o RIBS INSIDE a v ENOCAP TYPE P �DI'9 2 ST 4 LEVELING DEVICES p� toIn ^ I f Ica + O MIN. 4' 00 2" MIN. ABOVE INLET G) aJ N OUTLET INVERT 2" MIN. o 03 v 80 casT 3: SITE •�-+ BAFFLE REQUIRED V H CONCRETE COVERS O IF INLET PITCH EXCEEDS � .�' U PLAN 1/2-1/2" PER FOOT V PLAN z 6 TYPICAL DISTRIBUTION BOX r_COVER LOCKING CASTING �5'-p"----�� NOT TO SCALE TO GRADE TO GRADE IF DROP IS USED FINISHED GRADE CHIMNEY 4 12.6/12.6 A. WI E MESH ■a° a o a a - V DCl � 6 x 6 6, G WIRE MESH 00 0OO �Cf 04 min. 04 m� 5 OD O�O �C� ;n ISTING GRADE X o E INLET f �i 0 0 C3 O ED 0 0 EASEMENTPO LINE 3" VENT i 3" VENT--'- OUTLET 00 E3 E7 C7 013 - LIQUID LEVEL 0 0 ED O 0 0❑ / W ,,,,.F'• ❑❑ 000 ❑Li 4 OUTLET 0 0 a a ED 00 0, z CONTINUOUS HOT BAFFLE 00 =O ED 01] rn ASPHALT SEAL LINED WITH ❑❑ O ❑❑ FILTER IRON >_ r Lo 1 1/8" PVC I FABRIC PIPE '9 4' SCHEDULE # LLl INLET BAFFLE 60' GAS '� I6'-6"_� (FOUND) Arj DEFLECTOR " LOCATION MAP SCALE 1 "=400' 4 " LEACHING POOL I� I&L GROSS ION 3 NOT TO SCALE \ /� CENTERLINE OF PROPOSED DRIVE 30' WIDE DRIVEWAY ;"'=' t & UTILITY EASEMENT 1500 BALLON — 2 COMPARTMENT 12" ROCK ,�E PTIC TANK CHIPS NOT TO SCALE 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS . a IRON PIPF STONE RETAINING WALL (FOUND) FILTER (2)-2"x2"X3' STAKES FILTER NOT TO SCALE I _ ` A' �Q�� FABRIC EACH BALE FABRIC 1I BENCHMARK IRON ROD BY: R. STROUSE P.E.,L.S. 3/1/2007 POST // l ELEVATION = 69.15 R. MASON 0"-12" TOPSOIL 12"-36" SANDY SUBSOIL 13 4 0 0 2 GOSS 36"-90" COARSE SAND & GRAVEL ON SITE SEPTIC 90"-17SAND BACKFILLED _ /�6THOMAS�J SHILLO // MUNICIPAL WATER ' 1 --__�/ "VACANT LOT_ � �� UNIFIED SOILS CLASSIFICATION (USC) SYSTEM (FROM ASTM D-2487) ANGLE 10' UP SLOPE / --64- 1'cr MAJOR DIVISION. COARSE-GRAINED SOILS, CLEAN SANDS FOR STABILITY AND SILT FENCE BACKED I ,_ �--.� —_.._----' / GROUP SYMBOL: SP, POORLY GRADED SANDS AND GRAVELS, LITTLE OR NO FINES SELF CLEANING BY HAYBALE BARRIER ___ _`- ———-J——— �ss� f �1 A � SEPTIC DESIGN - 6 13EDROOM RESIDENCE NOT TO SCALE �-- ----- _ r r (� 1 PROVIDE 1500 GAL. SEPTIC TANK PROVIDE 3 - 77" EACHING OOLS / SEE DETAIL 024- 9^1< 25' PROVIDE CONCRETE L HIIMNEYSPW/ CONCRETE COVERS AS NEEDED TO _ -__ • LPROVIDE MAX. OF 6" TO 12" FROM FINISHED GRADE •3�• v EFFECTIVE SEEPAGE AREA = 158 x 3 = 474 SG. FT. O I k 6 \ / -� - '� / 72 S 6 �5�9 USE 4" DIAMETER APPROVED SEWER PIPE THROUGHOUT J O IRON PIPF �'�- !dAPRENCES I O U) w N/F _ _ _ ` __� (FOUND) `�`' 1.) SURV-y MAP; PROPERTY TO BE CONVEYED TO TI 101AAS J. SHILLO; SAPPHO Z Is' p Z JENNY KELSEY — \ _ _ _ ___——74--- ROAD; FI';HERS ISLAND, NEW YORK; DATE: 12/05/2006; SHETT 1 OF 1; C.M.E. a BREINING 80~ __ _ _ -7s-- \ ASSOCIATES; NORWICH, CT. Lu O Lj Z MUNICIPAL WATER I r _ _` —78 —80- —, oR CIS IK MUNICIPAL & SEPTIC SYSTEM ——— —_ _ \ \ \\ `o,'�% t441ES a Q < cn __ c N 3765.811 — _ sc� —___-'8s- ° ° ° • °8'° ° ° ° ° \ 1 \ k PROPOM ununES1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED G = W 2669,63 3�; \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 0 (n CHAIN LINK FENC _ ° -88 °°, ��� �\\ \ > BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE = L�. ENGAGEMENT. 94 44`OAK ° ° 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS / N 49'39945 o° e ° c1 NG o ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN 11.1,Y ITEM IN ANY WAY. —, (FOOUND / / %/ 12" TR TEE \ 1 000.1-9.1\ \ �� \ ° PPE o \ I (FOUND) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 42.08' 12" 1 \ \ META OUTL� \ I = 1_ 1 I I I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. RESTRICTIONS `-. �o IPE T�PIT \� RO TWI 15 I ° I ON THIS AREA �° 12-- M /,o° s- ` -` \ \ �\ \ a ` WHI E B cH ' ; I 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SEE AGREEMENT �- / / ""� \ \ \ I I ) LIBER 11946 ^ co o ° ?S' SURVEY TRIANGULATION STATION "PROS" N F PG 331 a� ,ti^� / /1°�, :: `t \\ �o I o III I / :� ` l , OC 5.) SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP 1000 SARAH H. `p,. "�R' PROPOSED . 1 1 1 0\� BRI K TER1 1� -il I I I o I ( I I I SECTION d06, BLOCK 5, LOT 7; SECTION 009, BLOCK 1, LOT 9.3 SMITH IRON RMER �VA R ) SEDROOIA" \ PIT 1_ / RESIDENCE PIPE F STORA E R Ev IR/ �: 0 1 1 ` ° / 6.) TOTAL AREA = 2.10t ACRES. MUNICIPAL WATER (FOUND) \ (CON RErE�r N F.F. s 103.0':i°° N F & SEPTIC SYSTEM TOP of co -11 s '' _ '.; I I I o� \ \ PSD �,�. of ° FISHERS ISLAND UTILITIES CO., INC 7.) SITE !S LOCATED IN R-80 ZONE. (n Z z / J \ I I I I �/ 'VACANT LOT" o 0 � TERRACE ;, / \ N� 8'1 W \ \ \ EL-101.0 f`._ I I I I ���� 8.) BASE FOR LEVELS: NGVD 1929. Z o \ 8.42 p ca -' 9.) APPLICANT: THOMAS J. SHILLO - W ~ o L d 106, • ;.:: TsTC ' I I 10.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE - v ' ' I PROMDE A OONTNUOUS DISPOSAL SYSTEM. w / J IRON \ °° I �� 'h �L LINE OF SIL.TFENCE W HAYBALES - N/F PIPE \ \ \ _ ': U '� I MNTA�1 TH w / KENNETH HANAU 111 (FOUND) \ E I _ / o° \ \ ✓ rp 1�� I � I (SEE �AIL.) - W N N / 7-- / & F.F. FIRST FLOOR a \ i 11 o N RANSON SMITH HANAU °, \ i — 1 ° MUNICIPAL WATER / °° --_ P I J I L�Mrr .^ EL. ELEVATION 0 0 P ° ' ICLEARM & SEPTIC SYSTEM / s s � °° � -•� ° � � f f : ' R' SF SQUARE FEET z N S�,91• ___— / 1 ' � ' ' IRON ,. I - _ 90 - - EXISTING CONTOURS PIPF ' (FOUND) r ° e l`J .°° It PROPOSED CONTOURS Q BENCHMARK IRON PIPE / I ° . , 1 °°° / / `°/ �o/ ,, `� STONE WALL F_ a ELEVATION = 88.19 \ ° ° ° e ° / r �/ / RL BUILDING SETBACK LINE Q r / IRON O ° ° ° e° / 0� � / / / W 7 ✓ , INi PIPE o I v-- 4- PROPOSED RETAINING WALL o o N F (FOUND) w / / / �/ j �`/ l �� " I o C4 00 0 \ / S , • / / ^ M PROPOSED STONE RETAINING WALL o `� = o 3 q� 1 0 J 0 DIANA W, `3p" i / APPROXIMATE LOCATION o --0�--� PROPOSED SILTFENCE m N LL I I cv SARGENT 50R RESER EXISTING 8 WATER MAIN Z PROPOSED CLEARING LIMIT O o o / MUNICIPAL WATER IF NECESSARY IRON IRON N 3560.80 -� � Z W Ll W Z Z `1 / & SEPTIC SYSTEM °• PIPF 100.0 INVERT ELEVATION o to d w o W WATER SERVICE (FOUND) S = (FOUNC W 2349.05 0 d m 0 U O0 £ ?° -�-TH# TEST HOLE PROVIDE 3 LEACHIING POOLS s °4 I DATE: 05/02/2007 SEE OETNL N F 9' KEVIN E. GRANT & X24• -/Ro , / I VALARIE J.MUNICIPAL KINKADEWATER (FOUND) I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1 = 30 AND CONSTRUCTION OF SUBSURFACE SEWAGE N/F & SEPTIC SYSTEM DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE QUALITY CONTROL CERTIFICATION JENNIFER GROUP R EWED DATE MILLER AND WILL ABIDE BY THE CONDITIONS SET FORTH PROJECT MANAGER , MUNICIPAL WATER THEREIN AND ON THE PERMIT TO CONSTRUCT. SHEET 30 15 0 30 SURVEY & SEPTIC SYSTEM ENVIRONMENTAL i GRAPHIC SCALE IN FEET CIVIL I APPLICANT STRUCTURAL ARCHITECTURAL SEE NOTE 10 ( TYP. ) GENERAL NOTES: SW-C ( HDD011 ) SW-D (HDQ8 ) a N 1 . ALL DIMENSIONS ARE BASED ON DRAWINGS BY KINLIN RUTHERFORD ARCHITECTS. o ° \\\ CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. �+ 0 0) 1 . WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED IN ACCORDANCE WITH THE IRC a SEE NOTE 10 ( TYP. ) \\\ 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH. w ❑❑ �\ ❑, 2. ANCHOR BOLTS SHALL BE 5/8" DIA. AND SPACED AT A MAXIMUM OF 48" O. C. AND PLACED NO -- MORE THAN 12" FROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIAL 00 'y ANCHOR BOLT REQUIEREMENTS WITHIN LIMITS OF SHEARWALLS. � � w o 0 SW-A ( PHD2 ) SW-A ( D2 ) J 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. �' �� �J ❑ PANELS AT ROOF LINE SHALL <C i' W �'' BE FASTENED WITH 10d NAILS 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING. = o AT 4" O. C. ON EACH OF THE ALL PANEL EDGES SHALL BE BLOCKED. N ° � � � � W 2 TOP PLATES IN ADDITION - ° SW-A ( PHD6 ) OUTLIN OF 2ND ° TO SHEARWALL FASTENERS. 5. SIMPSON HI HURRICANE CLIPS SHALL BE USED FOR THE FOR THE MAIN ROOF JOISTS. o 0 > FLOOR OVE SIMPSON H2. 5 CLIPS SHALL BE USED FOR THE PORCH AND DORMER ROOF JOISTS. H2. 5 CLIPS ii a 3 SHALL BE USED TO SECURE VERTICAL STUDS IN DORMER WALLS TO MAIN ROOF FRAMING. o SW-B ( Q8 ) I NTER I OR w m ^. 00 SEE DETAIL A SHEATHING. !� 6. PANELS AT ROOF LINE AROUND PERIMETER OF BUILDING SHALL BE FASTENED WITH 10dr M N ( SEEN E 9 ) ! NAILS AT 4" O. C. ON EACH OF THE 2 TOP PLATES. SEE NOTES. 7. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT SW-C ( HDQ8 ) ALL ANCHOR LOCATIONS. ( SEE NOTE 9 EXTERIOR SHEATHING. SEE NOTES. 8. ALL WOOD SHALL BE DOUGLAS FIR NO. 2 OR BETTER. SW-B ( HHDQ11 ) 9. DOUBLE JOISTS SHALL BE PLACED ABOVE AND BELOW INTERIOR SHEARWALLS IN THE 1ST AND 2ND FLOOR FRAMING. THE TOP/BOTTOM PLATES OF THE SHEARWALLS SHALL LILI C� BE FASTENED TO THE DOUBLE JOISTS WITH 6" LONG, 1/2' DIA. LAG BOLTS AT 12" O. C. ❑D ❑ SIMPSON HOLDOWN. 10. WRAP SIMPSON CS-16 STRAPPING TO CONNECT PORCH HEADER TO POST AT TOP. K b3�ti, i rr � SW-A (PH D6 ) SEE PLAN FOR LOCATIONS. STRAPPING SHALL EXTEND A MINIMUM OF 12 DOWN EACH SIDE OF POST. USE SIMPSON �,�� SW-A ( PHD6 ) ABU POST BASE AT POST TO FOUNDATION CONNECTION. o` 11 . SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN IF ROOF u- SW-A ( PHD2 ) SVW-A ( PHD2 ) PANELS AT SILL SHALL BE o PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. FASTENED WITH 10d NAILS AT 8" O.C. AT THE SILL PLATE PLAN -- FIRST FLOOR 1 _ AND THE R I M JOIST IN ADDITION SCALE: /8' = 1 ' 0" TO SHEARWALL FASTENERS. 5/8' DIA. ANCHOR BOLTS 00 SPACED @ 48" O. C. UNLESS -� OTHERWISE NOTED ( TYP. ) U J WALL SECTION - TYPICAL EXTERIOR SHEARWALL SCHEDULE } � Q SCALE: 3/q' = 1 ' -0" MARK SHEATHING FASTENERS ANCHOR BOLTS z � o w (AT FOUNDATION ONLY ) o 7/16' OSB SHEATHING 10d AT 4"��0. C. EDGES 5/" DIA.A @ a w z p EXT. 10d AT 12 O. C. FIELD J SW-A 1, �� e � 5d AT 7" O. C. EDGES 24� O. C. MIN W �- p INT. 2 GYPSUt WALLBOARD 7 EMBEDMENT 5d AT 7" O. C. FIELD W U Z 7 1 Od AT 4" O. C. EDGES 5/g' DIA. @ 24" 0. iC. w 0 Q EXT. /16 OSB SHEATHING 10d AT 12" O. C. FIELD MIN 7" EMBEDMENT = o Q HD08 (TYP. ) 5/rr SW-B „ 1O AT 4" O. C. EDGES SEE NOTE 9 FOR INT. � Z 8 DIA. LAG BOLTS TO FASTEN INT. 7/16 OSB SHEATHING 10d AT 12" O. C. FIELD SHEARWALLS `� o Q MIN. TRIPLE STUD SILL PLATE TO JOIST BELOW 10d AT 4" D. C. EDGES C) � o J AT ANCHOR (TYP.. ) (SEE NOTE 9 ) EXT. 19/32' OSB SHEATHING 10d AT 12" O. C. F IELD 5/�" D I A. @ w � o 0_ SW-C " 12 O.C. MIN ❑ oC PLACE DOUBLE JOISTS I9 10d AT 4 O. C. EDGES 7" EMBEDMENT - a- w Z) Q TOP OF FIRST FLOOR DIRECTLY BELOW INT. /32 OSB SHEATHING 10d AT 12" O. C. FIELD w = N J SHEARWALL 1 Od AT 4" 0. C. EDGES °C l__: Q EXT. 19/32 OSB SHEATHING 1O AT 12" O. C. FIELD 24/i"0 O. C. MIN o \cc:D�-LA SW-D 1� „ 5d AT 7" 0. C. EDGES �� J INT. 2 GYPSUM WALLBOARD 7 EMBEDMENT - Cc 5d AT 7 O. C. FIELD = Z TMz w lu -F-T - n SW-C ( SEE NOTE) \ 3 Cn SW-B (SEE NOTE ) o 3-2x4 PT COLUMN \\ TOP OF BASEMENT SLAB HDQ8 4-#5 EW z TOP AND BOTTOM V z � U 0 W N W 3 CL.- 3'-0" SQUARE w 0 PLAN - 2nd FLOOR DETAIL - A 1/ rr = i_ rr SCALE: 3/q' = 1 '-0" o z SCALE- 8 1 0 NOTE: SHEARWALLS TO EXTEND TO UNDERSIDE OF ROOF. SEE GENERAL a NOTE 9 FOR BOTTOM PLATE CONNECTION I Q o ,o 0 m m ° N O D p J U Z z z Y Y 3 U O af O W � m o J d m 0 0 U U L" DATE: 08/23/07 ROOF PLAN SCALE: AS NOTED QUALITY CONTROL CERTIFICATION N. T. S. PROJECT* 2007815 GROUP REVIEWED DATE PROJECT MANAGER fj ..to-p SURVEY ENVIRONMENTAL SHEET CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL SEE NOTE 10 ( TYP. ) N SW-C ( HDDQ11 ) SW-D ( HDQ8 ) GENERAL NOTES: � 6) 1 . ALL DIMENSIONS ARE BASED ON DRAWINGS BY KINLIN RUTHERFURD ARCHITECTS. a co c �, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. '�+ c cm c 1 . WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED N a E IN ACCORDANCE WITH THE IRC SEE NOTE 10 ( TYP. ) 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH.------------ w 2. ANCHOR BOLTS SHALL BE 5/8" DIA. AND SPACED AT A MAXIMUM OF 48" O. C. AND PLACED NO - ------ -: a MORE THAN 12�rFROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIAL °° i' ANCHOR BOLT REQUIEREMENTS WITHIN LIMITS OF SHEARWALLS. � w o co SW ( PHD2 ) SW-A ( D2 ) j 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BE Li PANELS AT ROOF LINE SHALL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. 72 o o � -- BE FASTENED WITH 10d NAILS 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING. W = o AT 4 O. C. ON EACH OF THE ALL PANEL EDGES SHALL BE BLOCKED. cn SW-A ( PHD6 ) OUTLIN OF 2ND 2 TOP PLATES IN ADDITION U `� W � o FLOOR OVE TO SHEARWALL FASTENERS. 5. SIMPSON HI HURRICANE CLIPS SHALL BE USED FOR THE FOR THE MAIN ROOF JOISTS. o >; SIMPSON H2. 5 CLIPS SHALL BE USED FOR THE PORCH AND DORMER ROOF JOISTS. H2.5 CLIPS INTERIOR ( SHALL BE USED TO SECURE VERTICAL STUDS IN DORMER WALLS TO MAIN ROOF FRAMING. uj o SEE DETAIL A SW-B ( Q8 ) SHEATHING. 6. PANELS AT ROOF LINE AROUND PERIMETER OF BUILDING SHALL BE FASTENED WITH 10d y M N ( SEEN E 9 ) rr MMr SEE NOTES. NAILS AT 4 O. C. ON EACH OF THE 2 TOP PLATES. 'I 7. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT SW-C ( HD08 ) i! ( SEE NOTE 9 EXTERIOR SHEATHING. ALL ANCHOR LOCATIONS. SEE NOTES. 8. ALL WOOD SHALL BE DOUGLAS FIR NO. 2 OR BETTER. SW-B (HHDQ11 ) 9. DOUBLE JOISTS SHALL BE PLACED ABOVE AND BELOW INTERIOR SHEARWALLS IN THE 1ST AND 2ND FLOOR FRAMING. THE TOP/BOTTOM PLATES OF THE SHEARWALLS SHALL EIEI BE FASTENED TO THE DOUBLE JOISTS WITH 6" LONG, " 1'2 DIA. LAG BOLTS AT 12 O. C. WRAP SIMPSON MPSON CS-16 STRAPPING TO CONNECT PORCH HEADER TO POST AT TOP , Ei co SIMPSON HOEDOWN. 10. , SW-A ( PHD6 ) - SEE PLAN FOR LOCATIONS. STRAPPING SHALL EXTEND A MINIMUM OF 12" DOWN EACH SIDE OF POST. USE SIMPSON �' El ABU POST BASE AT POST TO FOUNDATION CONNECTION. Qj �q.�- SW-A ( PHD6 ) z SW-A ( PHD2 ) V SW-A ( PHD2 ) co 11 . SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN. IF ROOF I - y PANELS AT SILL SHALL BE PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. FASTENED WITH 10d NAILS PLAN - FIRST FLOOR AT 8 O. C. AT THE SILL PLATE AND THE RIM JOIST IN ADDITION SCALE: I/8" = 1 ' -0" TO SHEARWALL FASTENERS. 5/8" DIA. ANCHOR BOLTS SPACED @ 48" O. C. UNLESS �— f - - - U o � OTHERWISE NOTED ( TYP. ) If U WALL SECTION — TYPICAL EXTERIOR SHEARWALL SCHEDULE J Z Q 3i" - '- " MARK SHEATHING FASTENERS ANCHOR BOLTS z o SCALE q - 1 0 ( AT FOUNDATION ONLY ) 0 '� Lu 7 10d AT 4" O. C. EDGES zz U w EXT. '16 OSB SHEATHING 10d AT 12" O. C. FIELD 5'� DIA. @ Q Lu z SW-A I, 5d AT 7" O. C. EDGES 24� 0. C. MIN ; � p INT. 2' GYPSUM WALLBOARD 5d AT 7 O. C. FIELD 7 EMBEDMENT W U Z 10d AT 4" O. C. EDGES " DIA. @ 24" O. C. w OC Q EXT. 7'16" OSB SHEATHING 10d AT 12" O. C. FIELD S�MIN 7" EMBEDMENT = o Q HDQ8 (TYP. ) rr SW-B rr 1 Od AT 4" O. C. EDGES SEE NOTE 9 FOR INT. W �- z 5�g DIA. LAG BOLTS TO FASTEN INT. 7116 OSB SHEATHING 10d AT 12" O. C. FIELD SHEARWALLS w o Q MIN. TRIPLE STUD--\ SILL PLATE TO JOIST BELOW 10d AT 4" 0 C. EDGES v af D o AT ANCHOR (TYP. ) (SEE NOTE 9 ) EXT. 19,32" OSB SHEATHING 10d AT 12" 0. C. FIELD 5,�r DIA. @ z a- L �- PLACE DOUBLE JOISTS SW-C " 12 O. C. MIN oCr UQ TOP OF FIRST FLOOR DIRECTLY BELOW 1932' OSB SHEATHING 10d AT 4 O. C. EDGES 7" EMBEDMENT w �- _ � J SHEARWALL INT. 10d AT 12�' O. C. FIELD L 10d AT 4 O. C. EDGES w Q EXT. 11/32" OSB SHEATHING 10d AT 12" O. C. FIELD 5' DIA. @ LIJ \ccSW-D 24� O.C. MIN INT. 1'2' GYPSUM WALLBOARD 5d AT 7 �� O.C. EDGES 7" EMBEDMENT J 5d AT 7 O. C. FIELD = z �, z w cSw-C (SEE NOTE) 3 = SW-B ( SEE NOTE ) o U) 1 T] 3-2x4 PT COLUMN M TOP OF BASEMENT SLAB HDQ8 4-#5 EW TOP AND BOTTOM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z a O w . o t i > W 3" CL.—I 3'-0" SQUARE I W o PLAN — 2nd FLOOR DETAIL - A SCALE: 1� " - 1 ' -0" SCALE: 3/4' = 1 '-0" Z 8 - NOTE: SHEARWALLS TO EXTEND TO UNDERSIDE OF ROOF. SEE GENERAL Q NOTE 9 FOR BOTTOM PLATE CONNECTION j a o O 7) 7 m m 9z N Ld , O o p J Z Z W LL LLI O O N Q W 00 W a- m w U LL DATE: 08/23/07 ROOF PLAN SCALE: AS NOTED QUALITY CONTROL CERTIFICATION PROJECT# 2007815 GROUP REVIEWED DATE PROJECT MANAGER ..�o.o) SURVEY ENVIRONMENTAL SHEET CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL I. UL 04 c KNOCKOUT INLET AND r- ' C7 00 LOCKING CASTING { a�G O O OUTLET OPENINGS TO GRADE PROPOSED GRADE � d? EL� U RIBS INSIDE ENDCAP TYPE �0 Z M..a a, E- R A LEVELING DEVICES 00 fir 06� N O MIN. 4•to 2• MIN. ABOVE 4 INLET s W OUTLET INVERT 2' MIN. � 04 C/� � �-•1 � �Np O e�r3 U CASTS . SffE °(� C aW (0cy5 CONCRETE COVERS-/ BAFFLE REQUIRED •.-� U F- o PLAN IF INLET PITCH EXCEEDS 1/2' PER FOOT PLAN �b 4. 06 COVER LOCKING CASTING y_p'��y NPICAL DISIRIBU110N BOX Z a TO GRADE TO GRADE Not To scALE if / IF DROP IT IS USED FINISHED GRADE 4HIM 4E 12.6/12.6 A. WIKL MESH p 1:31CD 0p R gC m 20" 6 x 6 6/6 G WIRE MESH 0❑ ODD ❑❑❑[ I W ; o V T2 m� 6.. 0� 10 0 ❑(] N R GRADE EXIST► 11 f}u r�k' ! Lo 3' VENT---- FI] 3" VENT 00 (0 Q Q 0:1 - cO 'y�✓ EASEMENT FOR INLET _/ �� OUTLET 00 O O O 00 1�`' POLE UNE \ S LIQUID LEVEL--l' 0 �O� ❑E3 e 1 4" OUTLET I ❑❑ �[-1� ❑❑ j•7 0) CONTINUOUS HOT _ x BAFFLE ❑ O O O ❑ pi ASPHALT SEAL LINED WITH * ❑❑ o a o 0❑ FILTER in I t" O PVC M FABRIC P�E �h 4" SCHEDULE X40 60 GAS I INLET BAFFLE `r 4-+ (FOUND) "� 1 DEFLECTOR 6'-6° �4 LOCATION MAP SCALE 1 "=400' 4„ 3„ LEACHING POOL DMI CROSS SECTION NOT TO SCALE \ / CENTERLINE OF PROPOSED ,,►• �'�� / \ DRIVE 30' WIDE DRNEWAY 1500 GALLON — 2 COMPARTMENT 12" ROCK 11Tu�TY EASEMENT y p CHIPS / DTIC TANK NOT TO SCALE =- / 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS IRON STONE RETAINING WALL --— PIPE ;_:_t_��, •:',' (FOUND) FILTER EACH BALE 3' STAKES FILTER NOT TO SCALE I ( _ TEST HOIF DATA FABRIC FABRIC BENCHMARK IRON ROD BY: R. STROUSE P.E.,L.S. 3/1/2007 POST /� / ELEVATION = 69. 15 NIF 0"-12" TOPSOIL R. MASON 12"-36" SANDY SUBSOIL COMPACTED n n /� g2' Z GOSS 36"-90" COARSE SAND & GRAVEL ON SITE SEPTIC 90"-17' SAND BACKFILL — / � THOMAS J. SHILLO o MUNICIPAL WATER ANGLE 10' UP SLOPE 1 '�� -----� 'VACANT LOT i / N` UNIFIED SOILS CLASSIFICATION (USC) SYSTEM (FROM ASTM D-2487) FOR STABILITY AND SILT FENCE BACKED - / /'- —64-- FOR / / a; Lr, MAJOR DI✓ISION: COARSE-GRAINED SOILS, CLEAN SANDS —— GROUP SYMBOL: SP, POORLY GRADED SANDS AND GRAVELS, LITTLE OR NO FINES SELF CLEANING BY F�4YBALE BARRIER I —�`` __ / , �- NOT TO SCALE '-——----f— X66 _._-� / � { PROPOSED SEPTIC DESIGN - 6 BEDROOM RESIDENCE �r 1 PROVIDE 1500 GAL. SEPTIC TANK 024' 94K 25' PROVIDE 3 - 77" LEACHING POOLS / SEE DETAIL PROVIDE CONCRETE CHIMNEYS W/ CONCRETE COVERS AS NEEDED TO /. PROVIDE MAX. OF 6" TO 12 FROM FINISHED GRADE _ _� �k3 96 EFFECTIVE SEEPAGE AREA = 158 x 3 = 474 SG. FT. _———\ / \ \' / 72 `� e�96' J USE 4" D AMETER APPROVED SEWER PIPE THROUGHOUT J of \ \ t IRON / ——� 1 I (FOUND) �-'�' 1.) SURVEY MAP; PROPERTY TO BE CONVEYED TO THOMAS J. SHILLO; SAPPHO z � Z . N F `�� �. �--. �-� _74— F!;:IfERS ISLAND NEW YORK; DATE: 12/05/2006; SHETT 1 OF 1; C.M.E. a C] � � JENNY KELSEY I =^ `ems�= =—_ —_,6� __ _ ` A�SDCIATE'S; NORWICH,' cT. � -'7 BREINING _ _ w o z MUNICIPAL WATER �� �� -- _$a a 4' l h- a 0- & SEPTIC SYSTEM `-�`—_ — — __`-82—— ROCS \ o"'ry�`�° / cn � (/� 0- cn N 3765.81 ------ — —--— ,86_ ° ° —84—° °. ° ° ° -� \ \ PROPOSED w W 2669.63 / °, ° \ 30 oAl� \ \ \ UTILITIES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED = CHAIN LINK FENC e • -88- ° \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO (n BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE = li ENGAGEMENT. _ ° `944-`OAK `� \ � ° \ \ •\ / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS / N 49'39`4" 1 ° —~— 1 NG `, \ \ ° ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR TO ALTER AN MON. 1 i �` IRON (FOUND / / 12 TR TEE \ 1 00 _9°� \ \j \ o PIPE ITEM IN ANY WAY. '-'-�� +-- . . „ OO��'� _ J \ O'± ACR Ol O \ ' ' (POUND) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S _ \ _UT I I I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 42.08' 12" TR ��1 MET OUTL� \ 1 = � 1 1 THE LAND SURVEYOR. RESTRICTIONS ° � � � . - � 'o P\ - ° I \ \ IPE T�PIT ON THIS AREA 12' E / o° 6- " "'" " \ \ �q� ` RO W II E�0 CH I / SEE AGREEMENT 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ° a. �> \ I 2S• SURVEY TRIANGULATION STATION "PROS" LIBER 11946 �' ^ ,\40 /10� \\ \ 1 ` o , ( e N/F PG 331 a� „^�' �' I `.;;° ` i°o ` ` ' ° I I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000 SARAH H. `��;. Ary j .. `•� 1 1 1 0� BRI K TER1 ` �OC I I ' I I I I SECTION 006 BLOCK 5 LOT 7 SECTION E i C ON 009, BLOCK 1, LOT 9.3 IRON �• ? X, PROPOSED 1 ' 8 BEDR001�1'`S, 1 11 II I I ° / m� SMITH F RMER �YA R , � \ PIT 1 MUNICIPAL WATER PIPE t�` STORA E R EVJIR/_ RESIDENCE 0 1 ° (POUND) \ (CON RETEr NKA F.F.- 103.Q'�;a'j \ , , ` I I I lu l N/F 6.) TOTAL AREA = 2.10t ACRES. & SEPTIC SYSTEM \ TOP of Co 11 .6 � I I / o \ PROPOSED _ I ) 1 ` ' I ° I I I FISHERS ISLAND UTILITIES CO., INC 7.) SITE IS LOCATED IN R-80 ZONE. 1 I / \ TERRtiCE :. 1� l �� ` I I a "VACANT LOT" Z o 0 / �N 816" W E1.�101.0 ,i :- : ` , o° �� 8. BASE FOR LEVELS: NGVD 1929. - " \ ; / / ' Fx 0 \ 8.42`\ :r.,°:;r" /`,` ` I / I I ) O � ` / / ' 9.) APPLICANT: THOMAS J. SHILLO o L- a Tsr l l 10.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE N " \ H j � I PROVIDE A CONTINUOUS DISPOSAL SYSTEM. / N/F IP o� \ ° \ \� _ a U J �L w,ITAOF ITSH�.TFENCE W ROUGHTOUT 00 f�RUCTION > Of / KENNETH HANAU III (FOUND) \ E ' JE.1��--�� (� DETAIL) �� ,� I F ``' o / & \ \� _1\ - / ' O T f I I N ."e'; "S r. i .�\ W ' W N N RANSON SMITH HANAU ° i ' / ( li ., -- N _ ° �, F.F. FIRST FLOOR o MUNICIPAL WATER / •° / / ' PROPOSED , `µ o- J EL. ELEVATION o a & SEPTIC SYSTEM s °°° —— ARtc ° I / I CLEARM LIMIT `� / S � � / -•1 � � ' ' . �Y �; 5F SQUARE FEET o N - S? IRON '; /%/ z PIPE EXISTING CONTOURS ` °° / ) .r (FOUND) �i ( l f- ` ee.00 / I % / �, —190 PROPOSED CONTOURS BENCHMARK IRON PIPE ° ° ° ° / l °•° / / / l `r' - ;� I STONE WALL c) ELEVATION = 88.19 w / IRON O ° ° ° °°° 00 %� / W BUILDING SETBACK LINE Q \ PIPE _ $ / / / / ,/ / / o I PROPOSED RETAINING WALL o o o \\ N/F (FOUND) / / / �d M o ry Do o co 9j w / �� /s/ 0� ' I PROPOSED STONE RETAINING WALL `° `� U? LD 0 DIANA W, s 4s• w ^ zo Q _ = o DIANASARGENT `30� / EXISTING LOCATION Z PROPOSED SILTFENCE m N LL SOx PROPOSED CLEARING LIMIT 1- 0 0 0 / MUNICIPAL WATER IF NECESSARY / IRON IRON N 3560.80 \ / & SEPTIC SYSTEM PROPOSED PIPE �O.Qg► PIPE W 2349.05 100.0 INVERT ELEVATION 0 Fn b Q \ WATER SERVICE (FOUND) S X6'28' (FOUND) re o w � = oo LIU �� f 2p - -01 THIy TEST HOLE o- Pao�oE 3 (SEE DETAIL) N/F s '�'�00 4 DATE: 05/02/2007 KEVIN E. GRANT & 024- FIRo / VALARIE J. KINKER (FOUND) I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1 " = 30' MUNICIPAL WATER AND CONSTRUCTION OF SUBSURFACE SEWAGE QUALITY CONTROL CERTIFICATION N�F & SEPTIC SYSTEM JENNIFER DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE CONDITIONS SET FORTH GROUP R EWED DATE MILLER THEREIN AND ON THE. PERMIT TO CONSTRUCT. 30 15 0 30 SHEET PROJECT MANAGER r MUNICIPAL WATER SURVEY & SEPTIC SYSTEM ENVIRONMENTAL GRAPHIC SCALE IN FEE?' CIVIL 0/1 APPLICANT STRUCTURAL 11I ARCHITECTURAL ✓ I N N M �AN � 10'-6" ® 0& 0 ' C7 KNOCKOUT INLET AND 000 LOCKING CASTING r o C OUTLET OPENINGS TO GRADE PROPOSED GRADE � � � � v Z � `' `./ � 00 LL U RIBS INSIDE I ENOCAP TYPE �pI" r A LEVELING DEVICES Of P 0 to a N 0 MIN. 4• r:: w Y MIN. ABOVE INLET W04 00 11 OUTLET INVERT 2" MIN. a O I VA SITE CAST Q ..� V o CONCRETE COVERS-/ BAFFLE REQUIRED PLAN IF INLET 2 PIT R FOOT H U PLAN U o � COVER LOCKING CASTING di --- TYPICAL DISTRIBUTION BOX ;;=k: `" Z 5 -0 TO GRADE TO GRADE--\ NOT TO SCALE IF DROP IS USED FINISHED GRADE V / p CHIMNEY ❑ Opp � o M 4 x 4 12.6/12.6 A. WI E MESH O❑ ❑D O L �t 20" 6 x 6 6/6 G WIRE MESH ❑❑ OOO Q O D min. 20 �6" �❑ OOO fLLi'1 M20 n. GRADE EXISTING INLET 3" VENT a 3" vENr ❑❑ D D C 1 � ;� y!1`' EASSIIENT FOR * ' -�� � OUTLET O❑ O I_ l - ` ��'' POLE LINE LIQUID LEVEL OH D O O J `° o� CONTINUOUS HOT 4 ouTLE7 0❑ O D J! e ASPHALT SEAL BAFFLE Cl❑ O = It -10 LINED WITH x ]❑ O O D I� f FILTER IRON T1�� r ju 1.-A 'n I 1/8" PVC FABRIC 'd 4" SCHEDULE #40 �, GAS _� I +I PIPElu INLET BAFFLE DEFLECTOR ¢ [.--6'-6"— I LOCATION MAP SCALE 1 "=400' `11V11� 4° a .TINS POOL k �, I - I I \ �ry 3" / CROSS SECTION '":T TO SCALE \ �-�' CENTERLINE OF PROPOSED DRIVE 30 WIDE DRIVEWAY 500 GALLON — 2 COMPARTMENT ROCK EASEgENT '` y ,SEPTI . TANK CHIPS NOT TO SCALE 2 TO TON BOULDERS '-ILL VOIDS IA'tH SMALLER ROCKS %Y', " : IRON PIPF N R r^DINING WALL _ (FOUND) (2)-2"x2"X3' STAKES NOT T( SCALE I �' 11sr'RHSME DATE P.E.,L.S. 3/1/2007 FILTER EACH BALE FILTER (` BENCHMARK IRON ROD POST--RIC FABRIC J ELEVATION = 69.1:5 N/F 0"-12" TOPSOIL R. MOSS MASON 12"-36" SANDY SUBSOIL 0 0 . . I 0 0 36"-90" COARSE SAND & GRAVEL COMPACTED / /62� �/ , r� / / ON SITE S ."TIC 90"-17' SAND BACKFILL / / THOMAS J. .)'HILLO / / o MUNICIPAL r*ATER —-� � "VACANT LOT �� / / w �` Ur OFIED SOILS CLASSIFICATION (USC) SYSTEM (FROM ASTM D-2487) ANGLE 10' UP SLOPE I / �64__ / . N FOR STABILITY AND SILT FENCE BACKED I _ / / a; �►', MllAOR DIVISION: COARSE-GRAINED SOILS, CLEAN SANDS SELF CLEANING -' -' / J / G OUP SYMBOL: SP, POORLY GRADED SANDS AND GRAVELS, LITTLE DR NO VES BY HAYBALE BARRIER I __ _ / NOT TO SCALE `— _ x'65 - '1 PROPOSED_SEEM DESIGN - 6 BEDROOM RESIDENCE _-6si ( PROVIDE 1500 GAL. SEPTIC TANK 024" (�4K rr 25 PROVIDE 3 77 LEACHING POOLS / SEE DETAIL PROVIDE CONCRETE CHIMNEYS W/ CONCRETE COVERS AS NEEDED) Tr PROVIDE MAX. OF 6" TO 12" FROM FINISHED GRADE EFFECTIVE SEEPAGE AREA = 158 x 3 = 474 SG. FT. USE 4" DIAMETER APPROVED SEWER PIPE THROUGHOUT \ / IRON Il�� z PIPF Q W N F — \ ___ _' 1.) SUIc,sY MAP; PROPERTY TO BE CONVEYED TO THOMAS J. S, .0; SAPPHO d JENNY KELSEY — \�__ _ _ -74_r_ I ROAD: F SHERS ISLAND, NEW YORK; DATE: 12/05/2006; SHETT OF 1; C.M.E. BREINWG ! _ so` ____ __ ! —�s ----_ _ ASSOCIATES; NORWICH, CT. w '� O Z MUNICIPAL WATER _ -- — ; a ° a & SEPTIC SYSTEM I ---'— —B°-__' �,` ROcr� ,;I 3 �`1 .ry° / (n w —84--- c N 3765.81 _—— --- i'-86- ° ° ° • ° ° ° ° ° ° ° ° _` \ 1 \ " � �' 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES At PURPOSE INDICATED C w / ----so--__ 1=—— ° ° _$$�_ - °° ate\ \ \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE F POSED AGREED TO 0 (_ W 2669'63 IN LINK FENC ° _ ° \ \ \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE = ti _ ENGAGEMENT. —914" 4—OAK " ° —�_ \ o / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS / N 49'39 45��' , \ \ ° 11 1.1 -- ° I NG �-`` ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN MON. °°° TEE NE �., \ e , IRON ITEM IN ANY WAY. (FOUND / / 12" TR _� \ - 1 -9. \ 1� ° I PIPE _ oo� \ _ 07't' �G ° o ` \ I I (FOUND) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S _ \ ' 1 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 42.08' 2" rRr t , \ \ MIPE T�PIT I ° ° ` THE LAND SURVEYOR, ETA RESTRICTIONS °, \` \� TWI 15, 6�--: o / 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ON THIS AREA w 12" M ��o \ \ \� ` RO WHI E E3; CHI �+ SEE AGREEMENT r ry ` / / - � \ \ \ \ �I I ) �S' SURVEY TRIANGULATION STATION "PROS"N LIBER 11946 N/F PG 331 OC ° w ��, 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SARAH H. i9� ^ice ' ' I '� 1 1 1 O`� BRI K TE1 I I ° I SECTION 006, BLOCK 5, LOT 7; SECTION 009, BLOCK 1, LOT 9.3 m E _ - a eEORoowlt ° I / � I � SMITH IRON F RMEP, R t.1� �E RESIoeNCE ; I 1 PIT / N F 6.) TOTAL AREA = 2.10t ACRES. MUNICIPAL WATER PIPE F STORA E RF' !)IRI \ , I I ( ( t (FOUND) \ (Co., REITf F.F. 1103.0° 't j° I I ( ° / / & SEPTIC SYSTEM ,oma \\ \oP of Co _, 65 PROPOSED I ` , I h ° I I FISHERS ISLAND UTILITIES CO., INC 7.) SITE IS LOCATED IN R-80 ZONE. V) o 0 N o �' °� } ° ° I I f 'VACANT LOT"' z a / \ N 7 8 16 W \ EL ,s / II ° J �^ S.) BASE FOR LEVELS: NGVD 1929. o \ \ \ �� _ •tf \ J 8.4 �`. ` I I V w 1 I I 9.) APPLICANT: THOMAS J. SHIELD Q �` T�sT C I I I 10.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE - n PROVIDE A CONTINUOUS DISPOSAL SYSTEM. a IRON \ ° \ \ _ ,' ; : �- v / I E AL L�+lE of saTFENCE W fu►YBALEs - w v> / NIF PIPF \ ° \ \ -FILE — ` I I I MAITAIN TH i F� ro ro IO ITII I I I (SEE DETNL� 0 0 KENNETH HANAU 111 (FOUND) \ I_, l W N 0 F.F. FIRST FLOOR 00 RANSON SMITH H HANAU °°°° \ \ J i —� ' ° ° j I I I MUNICIPAL WATER / \.• \ I I ° I I I PROPOSED EL. ELEVATION o 0 & SEPTIC SYSTEM / s S 7pe°°°° \\ ARK I I I I f I Ln�r SF SQUARE FEET Z N s�,91• __ — 1 I ' ' I I f IRON a i - _ 90 - - EXISTING CONTOURS PIPE PROPOSED CONTOURS (FOUND) �rl-- o � BENCHMARK IRON PIPE " ° ° ��- 1 °°° I / I STONE WALL a 0 ° ° l °/ /� �/ I- o / ELEVATION — 88.19 , ° ° ° �° � / � � J � � . W BUILDING SETBACK LINE Q � V) PIPE o N I PROPOSED RETAINING WALL 0 0 0 \ N F (FOUND) -w �/ / / / j� /'r�l�l I PROPOSED STONE RETAINING WALL \ DIA NA W, S 13 '�" ! W / / APPROXIMATE LOCA1fI0N / p' m oN LL: I rr I oN PROPOSED SILTFENCE SARGENT 5OX RAVE f EXISTING 8" WATER MAIN Z PROPOSED CLEARING LIMIT 0 z LLJI o / MUNICIPAL WATER IF NECESSARY / IRON «toN N 3560.80 -) INVERT ELEVATION / & SEPTIC SYSTEM PROPOSED PIPE S 0.Og� PrPF W 2349.05 too.o 0 o 0 o U o WATER SERVICE (FOUND) �s'1g�" E (FOUND) 2� �TH# TEST HOLE Ill PROVIDE 3 LEACHNG POOLS N/F s X0,3'90 I DATE: 05/02/2007 (SEE DETAIL) I KEVIN E. GRANT & X24• -c-IRO - / VALARIE J. KINKADE PIPE IAM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1 " — 30' • / I MUNICIPAL WAl'ER SOUND) AND CONSTRUCTION OF SUBSURFACE SEWAGE N/F & SEPTIC SYSTEM QUALITY CONTROL CERTIFICATION JENNIFER DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE GROUP R EWED DATE MILLER AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. 30 15 0 30 SHEET PROJECT MANAGER i MUNICIPAL WATER SURVEY & SEPTIC SYSTEM c ENVIRONMENTAL I GRAPHIC SCALE IN FEET r CIVIL I APPLICANT STRUCTURAL ARCHITECTURAL SEE NOTE 10 (TYP. ) U GENERAL NOTES: M SW-C ( HDDQ11 ) SW-D (HDQ8 ) �-+ c' .� 1 . ALL DIMENSIONS ARE BASED ON DRAWINGS BY KINLIN RUTHERFURD ARCHITECTS. ' CONTRACTOR SHALL VERIFY ALL' DIMENSIONS PRIOR TO CONSTRUCTION. � °� o 0) \� 1 . WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED IN ACCORDANCE WITH THE IRC E SEE NOTE 10 ( TYP. ) �' 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH. w a U W � � 2. ANCHOR BOLTS SHALL BE 5,8' DIA. AND SPACED AT A MAXIMUM OF 48" O. C. AND PLACED NO --__--_ - - MORE THAN 12�� FROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIAL o co ANCHOR BOLT REQUIEREMENTS WITHIN LIMITS OF SHEARWALLS. c a o U SW-A ( PHD2 ) SW-A ( PHD2 ) 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BE A INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. �' �� u Yto PANELS AT ROOF LINE SHALL -- - BE FASTENED WITH 10d NAILS 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING. W = o AT 4" O. C. ON EACH OF THE ALL PANEL EDGES SHALL BE BLOCKED. m � o SW-A ( PHD6 ) Q o OUTLIN OF 2ND TO SHEARWALL FASTENERS2 TOP PLATES IN ADDITION. 5. SIMPSON HI HURRICANE CLIPS SHALL BE USED FOR THE FOR THE MAIN ROOF JOISTS. /— FLOOR OVE SIMPSON H2.5 CLIPS SHALL BE USED FOR THE PORCH AND DORMER ROOF JOISTS. H2. 5 CLIPS 3 i- wz; SHALL BE USED TO SECURE VERTICAL STUDS IN DORMER WALLS TO MAIN ROOF FRAMING. o I NTER I OR P M w � m 6. PANELS AT ROOF LINE AROUND PERIMETER OF BUILDING SHALL BE FASTENED WITH 10d SEE DETAIL A ( SESW-EN E 9 ) SHEATHING. M M o SEE NOTES. NAILS AT 4 O. C. ON EACH OF THE 2 TOP PLATES. ' 7. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT SW-C ( HDQ8 ) ( SEE NOTE 9 EXTERIOR SHEATHING. ALL ANCHOR LOCATIONS. SEE NOTES. 8. ALL WOOD SHALL BE DOUGLAS FIR NO. 2 OR BETTER. SW-B (HHDQ11 ) 9. DOUBLE JOISTS SHALL BE PLACED ABOVE AND BELOW INTERIOR SHEARWALLS IN THE 1ST AND 2ND FLOOR FRAMING. THE TOP/BOTTOM PLATES OF THE SHEARWALLS SHALL BE FASTENED TO THE DOUBLE JOISTS WITH 6" LONG, " ° a 1�2 DIA. LAG BOLTS AT 12 O. C. CD SIMPSON HOLDOWN. 10. WRAP SIMPSON CS-16 STRAPPING TO CONNECT PORCH HEADER TO POST AT TOP. SEE PLAN FOR LOCATIONS. STRAPPING SHALL EXTEND A MINIMUM OF 12" DOWN EACH SIDE OF POST. USE SIMPSON SW-A (PHD6 ) ;: SIW-A (PHD6 ) ABU POST BASE AT POST TO FOUNDATION CONNECTION. �G z 11 . SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN. IF ROOF � z �." N � SW-A (PHD2 ) V SW-A ( PHD2 ) PANELS AT SILL SHALL BE PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. FASTENED WITH 10d NAILS PLAN — FIRST FLOOR AT $" O. C. AT THE SILL PLATE ` ;�� " - 1 '-0" - AND THE RIM JOIST IN ADDITION � � SCALE: I'8 - TO SHEARWALL FASTENERS. 5/8' DIA. ANCHOR BOLTS I ' °Lo SPACED @ 48" O. C. UgLESS 1- r- - U o U) OTHERWISE NOTED (TYP. ) U J WALL SECTION — TYPICAL EXTERIOR SHEARWALL SCHEDULE -� z Q 3i" - '- " MARK SHEATHING FASTENERS ANCHOR BOLTS z o I'- SCALE 4 - 1 0 (AT FOUNDATION ONLY ) W 10d AT 4" O. C.' EDGES z❑ U u EXT. 7/16 OSB SHEATHING 10d AT 12" 0.C. FIELD 5'p" DIA. @ Q Lu z SW-A 1, „ � 5d AT 7" O. C. EDGES 24� 0. C. MIN � I_- p INT. 2 GYPSUM WALLBOARD 7 EMBEDMENT = 5d AT 7 O. C. FIELD U, Z -� 10d AT 4" O. C. EDGES 5/8" DIA. @ 24" O. C. °; r Q ' EXT. 7'16 OSB SHEATHING 10d AT 12" 0. C. F IELD IN 7" EMBEDMENT = o Q HDQ8 (TYP. ) SW-B 1 Od AT 4" O. C. EDGES SEE NOTE 9 FOR INT. "-' u- z 5,8 DIA. LAG BOLTS TO FASTEN INT. 7'16 OSB SHEATHING 10d AT 12" O. C. FIELD SHEARWALLS "- o 0 Q SILL PLATE TO JOIST BELOW w w oC to i MIN. TRIPLE STUD 10d AT 4" O.C. EDGES v W o J • AT ANCHOR (TYP. ) (SEE NOTE 9 ) EXT. 19,32' OSB SHEATHING 10d AT 12" 0. C. F IELD 5% DIA. @ z a_ u-114 �-- PLACE DOUBLE JOISTS SW-C 12 O. C. MIN ❑ � � Q TOP OF FIRST FLOOR FDIRECTLY BELOW INT. 19,32" OSB SHEATHING 10d AT 12" 0 C. E�IELD 7" EMBEDMENT w = N J SHEARWALL 10d AT 4" O. C. EDGES °C 1-- w < EXT. 19/32" OSB SHEATHING 10d AT 12" 0. C. FIELD 5,� DIA. @ o w \cc o/ SW-D 24 O. C. MIN N INT. 112' GYPSUM WALLBOARD 5d AT 7 O. C. EDGES 7" EMBEDMENT =' Ir 5d AT 7 O. C. FIELD = z Q z W SW-C (SEE NOTE ) u _ SW-B ( SEE NOT o M 3-2x4 PT COLUMN "' TOP OF BASEMENT SLAB HDQ8 4-#5 EW TOP AND BOTTOM Z a U V) 0 (n CD t i - W - - - - - - - - - - - - 3 CL.- 3'-0" SQUARE LJ p PLAN — 2nd FLOOR DETAIL - A 0 SCALE: I, „ - 1 '-0" SCALE: 8 3�43/411 = 1 '-0" Z - NOTE: SHEARWALLS TO EXTEND TO UNDERSIDE OF ROOF. SEE GENERAL Q NOTE 9 FOR BOTTOM PLATE CONNECTIONMOM I a o Fo o m m o yl N O w C; m p J U Z Z Z Y u- Y C7 3 Ui Lu o = o W w m p J a m p m U U LL DATE: 08/23/07 ROOF PLAN SCALE- AS NOTED QUALITY CONTROL CERTIFICATION N. T. S. PROJECT# 2007815 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL SEE NOTE 10 ( TYP. ) NO SW-C ( HDD011 ) SW-D (HDQ8 ) GENERAL NOTES: 1 . ALL DIMENSIONS ARE BASED ON DRAWINGS BY KINLIN RUTHERFURD ARCHITECTS. a co �\ CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. coco c a°)i 1 . WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED IN ACCORDANCE WITH THE IRC .� L E SEE NOTE 10 ( TYP. ) ri �� 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH. w a 2. ANCHOR BOLTS SHALL BE 5/8' DIA. AND SPACED AT A MAXIMUM OF 48" O. C. AND PLACED NO MORE THAN 12�� FROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIAL P. °° "y ANCHOR BOLT REQUIEREMENTS WITHIN LIMITS OF SHEARWALLS. W U o0 SW-A (PHD2 ) SW-A ( P D2 ) 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BE ° z ( 0 M ❑ PANELS AT ROOF INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. �' ��, o o OF LINE SHALL W � � � � � BE FASTENED WITH 10d NAILS 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING. —00 AT 4" O. C. ON EACH OF THE ALL PANEL EDGES SHALL BE BLOCKED. 0 SW-A ( PHD6 ) OUTLIN OF 2ND 2 TOP PLATES IN ADDITION FLOOR OVE TO SHEARWALL FASTENERS. 5. SIMPSON HI HURRICANE CLIPS SHALL BE USED FOR THE FOR THE MAIN ROOF JOISTS. � o z; SIMPSON H2. 5 CLIPS SHALL BE USED FOR THE PORCH AND DORMER ROOF JOISTS. H2.5 CLIPS J SHALL BE USED TO SECURE VERTICAL STUDS IN DORMER WALLS TO MAIN ROOF FRAMING. - m SW-B ( LLJ Q8 ) M INTERIOR �/ � m SEE DETAIL A ( SEEN E 9 ) SHEATHING. 6. PANELS AT ROOF LINE AROUND PERIMETER OF BUILDING SHALL BE FASTENED WITH 10dkx` N SEE NOTES. NAILS AT 4" O. C. ON EACH OF THE 2 TOP PLATES. ', 7. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO w WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT SW-C ( HD08 ) ALL ANCHOR LOCATIONS. ( SEE NOTE 9 SEE ENOTESSHEATHING. � 8. ALL WOOD SHALL BE DOUGLAS FIR NO. 2 OR BETTER. 9. DOUBLE JOISTS SHALL BE PLACED ABOVE AND BELOW INTERIOR SHEARWALLS IN THE SW-B (HHDQ11 ) 1ST AND 2ND FLOOR FRAMING. THE TOP/BOTTOM PLATES OF THE SHEARWALLS SHALL Ell Lo- BE FASTENED TO THE DOUBLE JOISTS WITH 6 LONG, 1'2 DIA. LAG BOLTS AT 12 O. C. SIMPSON HOLDOW'N. 10. WRAP SIMPSON CS-16 STRAPPING TO CONNECT PORCH HEADER TO POST AT TOP.LZ4L Vol', SVN-A ( PHD6 ) `:47!7��7 SW-A (PHD6 ) SEE PLAN FOR LOCATIONS. STRAPPING SHALL EXTEND A MINIMUM OF 12 DOWN EACH SIDE OF POST. USE SIMPSON �� ABU POST BASE AT POST TO FOUNDATION CONNECTION. J Z Zo m SW-A ( PHD2 ) SW-A ( PHD2 ) ! 11 . SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN. IF ROOF p �� PANELS AT SILL SHALL BE PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. v> �� FASTENED WITH 10d NAILS PLAN - FIRST FLOOR AT 8 O. C. AT THE SILL PLATE ` ., SCALE: Ing' - 1 ' -0" TODTHE RISHEARWAMLJ�ASTENERSIST IN DDITION --_.�--- 5/8' DIA. ANCHOR BOL1S SPACED @ 48" O. C. IUNLESS --� �,- - o OTHERWISE NOTED (TYP. ) U I SHEARWALL SCHEDULE Z =� WALL SECTION - TYPICAL EXTERIOR Y Q SCALE: 3�" = 1 ' -0" MARK SHEATHING FASTENERS ANCHOR BOLTS z _ o 4 (AT FOUNDATION ONLY ) - 0 >_ LTJ EXT. 7'Is" OSB SHEATHING 10d AT 4" O. C. EDGES o ~ u p 10d AT 12" O.C. FIELD 5'i DIA. @ Q w Z SW-A I, 5d AT 7�� 0.C. EDGES 24 O. C. MIN ; I— p INT. 2" GYPSUM WALLBOARD 5d AT 7 O.C. FIELD 7 EMBEDMENT W = z 10d AT 4" O. C. EDGES 5�" DIA. @ 24" 0 C. I Ir U Q SW-B EXT. 7'Is" OSB SHEATHING 10d AT 12" O. C. FIELD MIN 7" EMBEDMENT = o Q HD08 (TYP. ) 10d AT 4" O. C. EDGES SEE NOTE 9 FOR INT. - �- Z Is 10d AT 12 O. C. FIELD SHEARWALLS _ o Q ie DIA. LAG BOLTS TO FASTEN INT. 7� OSB SHEATHING �� u- p MIN. TRIPLE STUID- SILL PLATE TO JOIST BELOW w w oc C J AT ANCHOR (TYP. 1 (SEE NOTE 9 ) 19, 10d AT 4 O. C. EDGES 0 � p o EXT. 32 OSB SHEATHING 10d AT 12" % DIA. @ w Q PLACE DOUBLE JOISTS SW-C �� O. C.C. FIELD 12 O. C. MIN w � w TOP OF FIRST FLOOfR INT. 19. 10d AT 4 0. C. EDGES 0 � J Q DIRECTLY BELOW 32 OSB SHEATHING 10d AT 12 O. C. FIELD 7 EMBEDMENT w = N J SHEARWALL 19� 10d AT 4 0. C. EDGES 5 „ °C � w Q \cc:04 EXT. 32 OSB SHEATHING 10d AT 12 O. C. FIELD '� DIA. @ o D L SW-DO. C. MIN INT. 1'2" GYPSUM WALLBOARD 5d AT 7 O. C. EDGES 74 EMBEDMENT =' � r AT 7 O. C. FIELD = z41 rl <W SW-C (SEE NOTE ) -0 Y _ SW-B (SEE NOTE ) 0 0 3-2x4 PT COLUMN- TOP OF BASEMENT SLAB--- HDQ8 LAB--- HDQ8 4-#5 EW TOP AND BOTTOM U) o of V) 0 i I V) w 3" CL.—I -13'-0" SQUARE TWTya 0 PLAN - 2nd FLOOR DETAIL — A z SCALE: I/a' - 1 ' -0" SCALE: 3/411 = 11_0.. NOTE: SHEARWALLS TO EXTEND TO UNDERSIDE OF ROOF. SEE GENERAL NOTE 9 FOR BOTTOM PLATE CONNECTION - - - - - - - - - - - - j Q Q o Lr, 00 m m N FO p J W z z z Y <L 0 3 U O LY O W m 2 o J Ll m O Q U U LL DATE: 08/23/07 ROOF PLAN SCALE: AS NOTED QUALITY CONTROL CERTIFICATION N. T.S. PROJECT# 2007815 GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL SHEET CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL IG J SHEET LOG [I.PnEIROVED AS VOTI ED DATE, ( B.P.# �1 ISSUED SHEET DESCRIPTION FE.4' eL(, 3 Z BY: o NOTI -Y BUILDING DEPA1; MENT AT 12.17.07 A001 TITLE SHEET 765-1802 8 Ac:9 TO PM FOR THE IX FOLLOWING I.<SPECTIOP`S: t = 12.17.07 A002 GENERAL NOTES 1. FOUNDATION - TWO REQUIRED 12.17.07 A020 SITE PLAN FOR POURED CONCRETE z 12.17.07 A021 BUILDING LOCATION PLAN 2. ROUGH - FRAP,4!NG & PLUMBING Z 12.17.07 A100 BASEMENT CONSTRUCTION PLAN 3. INSULATION Y 4. FINAL - CON.7RUCTION MUST 0 12.17.07 A101 FIRST FLOOR CONSTRUCTION PLAN BE COMPLETE FOR, C.O. 12.17.07 A102 SECOND FLOOR CONSTRUCTION PLAN ALL CONSTRUCTION SHALL MEET THC a 12.17.07 A103 ROOF PLAN REQUIREMENTS OF THE CODES OF NEW 12.17.07 A200 BUILDING HEIGHT DIAGRAMS YORK STATE. NOT RESPONSIBLE FOR 12.17.07 A201 EXTERIOR ELEVATIONS DESIGN OR CONSTRUCTION ERRORS, 12.17.07 A202 EXTERIOR ELEVATIONS 12.17.07 A203 EXTERIOR ELEVATIONS 12.17.07 A204 EXTERIOR ELEVATIONS COMPLY WITH ALL CODES OF 12.17.07 A211 BUILDING SECTIONS NEW YORK STA-FE & TOWN CODES 12.17.07 A212 BUILDING SECTIONS AS REQUIRED AND CONDITIONS OF 12.17.07 A213 BUILDING SECTIONS SOUTHuLDTO'ti'NZBP, 12.17.07 A214 BUILDING SECTIONS _.s . 12.10.07 A215 BUILDING SECTIONS ' ���.Nti,NGBOARD 12.10.07 A216 BUILDING SECTIONS 12.10.07 A401 WALL SECTIONS _� _� ti.'''S.DE 12.10.07 A402 WALL SECTIONS 12.10.07 A403 WALL SECTIONS 12.10.07 A404 WALL SECTIONS r 12.17.07 A405 WALL SECTIONS 12.17.07 A406 WALL SECTIONS PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE 12.17.07 A407 WALL SECTIONS CERTIFICATE OF OCCUPANCY 12.17.07 A408 WALL SECTIONS 12.17.07 A409 WALL SECTIONS SOLDER USED IN WATER 12.17.07 A411 STAIR DETAILS SUPPLY SYSTEM CANNOT 12.17.07 A412 STAIR DETAILS EXCEED 2/10 OF 1%LEAD- 12.17.07 A421 FIREPLACE DETAILS 12.17.07 A501 WINDOW SCHEDULE 12.17.07 A502 WINDOW SCHEDULE FLOOD ZONE --'- 12.17.07 A503 DOOR SCHEDULE COMPLY WITH CHA ER 12.17.07 E100 BASEMENT ELECTRICAL PLANFLOOD DAMAGE PREVENTION 12.17.07 E101 FIRST FLOOR ELECTRICAL PLAN SOUTHOLD TOWN CODE. 12.17. 07 E102 7 0 SECOND FLOOR ELECTRICAL PLAN � �r=+��`-�� � 1���Y ,f. ' 'f`'�r)' 12.17.07 P101 PLUMBING DIAGRAM 12.17.07 S101 FOOTING PLAN 12.17.07 S102 FOUNDATION PLAN OCCUPANCY OR12.17.07 S111 FIRST OF NE� 12.17.07 S121 SECOND oo00R FRAMING R FRAMING L PLAN 1UNLAWFUL 12.17.07 S131 ROOF FRAMING PLANq';- ;JIT CERTIFICATE 12.17.07 S141 BASEMENT FRAMING DETAILS 12.17.07 S151 FIRST FLOOR FRAMING DETAILS Olg` C� :CUPANCY PERMIT SET 12.17.07 12.17.07 S161 SECOND FLOOR FRAMING DETAILS PRELIM. MATERIALS SET 08.25.07 PRELIMINAhY PERMIT SET 06.22.07 WDERWRITERS CERTIFICATE SCHEMATIC DESIGN 03.15.07 REQUIRED SCHEMAITIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 DO NOT PROCEED WITH FRAMING UNTIL SURVEY SCHEMATIC DESIGN 05.17.06 OF FOUNDATION LOCATION HAS BEEN APPROVED. SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE ALL CONSTRUCTION SHALL BELLE HILL HOUSE MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. FISHERS ISLAND NEW YORK PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING r � zd C? CERTtFICONNECION �IONS NAILING & REQUIRED. B L L L 0 RETAIN STORM WATE ER 2N6 PURSUANT TO CHAPTER KINLIN RUTHERFORD ARCHITECTS PLLC FISHERS ISLAND OF THE TOWN CODE. 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 NEW YORK TAX MAP : 1000 SECTION : 009 .p. BLOCK : 11 LOT 9 . 3 O� M X N N TITLE PAGE W w 2 FULL'SCALE Z A001 PROJECT: 77 h GENERAL NOTES 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCCUPANCY: R- 3 (6 BEDROOM SINGLE FAMILY) J J 2 PLUMBING WORK STATE. BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OFHEIGHT: 22'- 1 " FRE AREA: 5, 650 SQ. FT. W 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE Q BUILDING CODE OF NEW YORK STATE. TYPE OF CONSTRUCTION : TYPE 5 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND DESIGN CRITERIA: PRESCRIPTIVE WITH ENGINEERED CALCULATIONS FOR SHEAR AND OVERTURNING RESISTANCE LU SUBCONTRACTORS. DONE BY CME ASSOCIATES ENGINEERING AND SHOWN ON THEIR SHEET 1 OF 1 (ATTACHED) 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND Z SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO z INSTALATION. Y c 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL G REQUIRED INSPECTIONS AND SIGN OFFS. N 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. CONSTRUCTION NOTES LEGEND 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF --- - CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW PROPERTY LINE WOOD FLOORING YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CENTER LINE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE STONE FLOORING GOVERNING AGENCIES. HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE TILE FLOORING ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO SD SMOKE DETECTOR ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE O DOOR TAG WALL TILE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK O WINDOW TAG SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER REVISION CLOUD QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. UO AR`'4i 1 PARTITION TYPE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTORS OPERATIONS. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR DETAIL REFERENCE EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGN OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, PERMITSET 12.17.07 VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING 01 SECTION REFERENCE THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE A21 1 PRELIM. MATERIALS SET 08.25.07 INFORMATION OCCURS ON THE DRAWINGS. PRELIMINARY PERMIT SET 06.22.07 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ELEVATION TAG SCHEMATIC DESIGN 03.15.07 THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. SCHEMATIC DESIGN 11.07.06 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND 01/A-201 EXTERIOR ELEVATION SCHEMATIC DESIGN 08.16.06 EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. IMU7 SCHEMATIC DESIGN 07.06.06 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS, 01 SCHEMATIC DESIGN 05.17.06 CONTRACTOR13. SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, SCHEMATIC DESIGN 04.12.06 INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM REVISION ISSUE DATE ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR 04 SHEET 02 INTERIOR ELEVATIONS THEIR WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND 03 BELLE HILL HOUSE DISPOSE OF ANY RESULTING TRASH. FISHERS ISLAND NEW YORK 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL Nailing Schedule ( FOR A L L FRAMING CONNECTIONS WHERE A NAILING S P E C F C AT I O N MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELYc AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. S NOT GIVEN O N AN ENGINEERING DRAWING . ) 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD (FROM WFCM) GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION, COORDINATE WITH OWNER. Joint Description Number of Nails Nail Spacing 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING Rafter to Top Plate (Toe-nailed) 6-8d per rafter C'NOT7FOR CONSTRUCTIO ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. Ceiling Joist to Top Plate (Toe-nailed) 6-8d per joist 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION Ceiling Joist to Parallel Rafter (Face-nailed) 8-16d each lap IZ lip 16 7 UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS Ceiling Joist Laps over Partitions (Face-nailed) 8-16d each lap GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. Collar Tie to Rafter (Face-nailed) 8-8d per tie 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING Blocking to Rafter (Toe-nailed) 3- 8d each end OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS R Board to after (End-nailed)ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND Rim (E ) 3-16d each end INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, Top Plate to Top Plate (Face-nailed) 3-16d per foot HVAC DUCTWORK ECT. Top Plates at Intersections (Face-mailed) 6-16d joints - each side 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ++ KINLIN RUTHERFURD ARCHITECTS PLLC Stud to Stud (Face-nailed) 3-16d 24 O.Ci. ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988Header to Header Face-nailed ++ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 DRAWINGS. ) 2-16d 16 O.C. along edges 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE Top or Bottom Plate to Stud (End-nailed) 3-16d per 2x4 stud WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND 5-16d per 2x6 stud RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO 6-16d per 2x8 stud THE WORK SHALL BE NEW. Bottom Plate to Floorjoist Band joist End joist orBlocking Face-nailed 3-16d (1,2)j J J g ( ) ( , ) per foot 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK Joist to Sill, Top Plate or Girder (Toe-nailed) 6- 8d per joist BEING DONE. Bridging to Joist (Toe-nailed) 3- 8d each end 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. Blocking to Joist (Toe-hailed) 3- 8d each end FLOOR JOIST BRIDGING Blocking to Sill or Top Plate (Toe-nailed) 5-16d each block Ledger Strip to Beam (Face-nailed) 5-16d each joist 1. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. Joist on Ledger to Beam(Toe-nailed) 5- 8d per joist W FLOOR DIAPHRAM BRACING Band Joist to Joist (End-nailed) 5-16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 3-16d (1) per foot GENERAL NOTES 1. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4'-0" O.C.. FULL SCALE z TOP PLATES Nailing requirements are based on ii,all sheathing nailed with 8d common nails 4" on-center at the panel edge. 1. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. A002 O THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR PROJECT: 77 LOADBEARING WALLS. II POLL 0 '0194," N/F EDGE OF CL PAVEMENT WALLACE L) N 4184. 95 CALNEY < \CJN \11, c W 2305. 62 Lu T p ks) x Z Z' Z MON. X POLE (BURIED) jr x .,:i.. /' �� ;% #62 CINI 0 X, ------------- ---------- m < PIPE GRAVEL (FOUND) DRIVE \ \o j//"j/j �/ x < Q) N/F ELLEN McCANCE PARKER Lo 0 A) Q) EDGE OF LAWN AREA S MAINTAINED BY ABUTTING 49*23'42" E N/F OWNER— 418,3± SQ. FT. 194'± %. / ,,. SD JANE H. N 4141 . 70 DOSS MON, co -7 IN 2299. 34 (FOUND) N 4012. 87 c N/F EASEMENT FOR W 2486. 85 •X3 ItRON / \ THOMAS McCANCE, JR. POLE LINEzc // �;;;;,; PIPE (FOUND) 15.05' CENTERLINE OF PROPOSED I/F-'�T STREFT LLJ jl 30' WIDE DRIVEWAY LLJ & UTILITY EASEMENT O�3 �j Z' KEY MAP MON. (FOUND) X A" O 2 NTS. N 4043 X .27 /RON W 2184. 52 PIPE AR�� (FOUND) cl� BENC R N/F N 3890.98 E T/O R. MASON GOSS - / j j / / % / o � O W 2879. 11 02q F N� PERMIT SET 12.17.07 MON. 4 NK ag, o 25 (FOUND) o PRELIM. MATERIALS SET 08.25.07 N/F 0 (-D /RON PRELIMINARY PERMIT SET 06.22.07 JENNY PIPE SCHEMATIC DESIGN 03.15.07 N 3747. 5,5-- -'-- KELSEY Ul (FOUND) SCHEMATIC DESIGN 11.07.06 :: W2594,�04 I-, BREINING 4- FRONT'- � SCHEMATIC DESIGN 08.16.06 (31 — — ~ \ I i/ / SCHEMATIC DESIGN 07.06.06 -78 1000-009-1-93 -4-5!1 w SCHEMATIC DESIGN 05.17.06 N 497,Y)' > 2.18t ACI?ES 00 --8 4- N 3 765. 8 %1 SCHEMATIC DESIGN 04.12.06 3 ',�DAK, REVISION ISSUE DATE 14-7)A� Q) W 2669. 0 -LINX -FENCE,"'. XISTING MON. BELLE HILL HOUSE E�,LINE,,, /RON 311 S`36 S� \ l \ — -OUND) - -I- � 1, - EE' PIPE FISHERS ISLAND NEW YORK 2*44 '52'�,W 1-0 (FOUND) 08 2. RESTRICTIONS 4 -�11" EE �CS-07�1 T� llllTE\3 ON THIS AREA �PLE/ 12' SEE AGREEMENT IRON LIBER 11946 A)'/ 5 00. PIPS"- VJA P PG 331 A�V \�\ ., 4 \ 1 \ 1 I I I I III / O r 7 N/F c I i C0!',!STRUC"Tl0'N' N 3727.47 SA RA H H. \\E�iSTlk ry W 2915.25 IRON TREE LINE PR:)PD ED REtAJNGING\WAL SMITH PIPE 0 ry f / \\\ PN 5 '08"16" \W SITE SURVEY & SEPTIC SYSTEM DESIGN DETAILS ON SEPARATE (FO U N 0) 0-' 8,�42' �\ (.� ) I SHEET PRODUCED & STAMPED BY CME/CPK DESIGN GROUP w R" Nl- PE N/F %lxs BEWHWK – KENNETH HANAU ON EL T1 N & PIPE co KINLIN RUTHERFURD ARCHITECTS PLLC 0'� IRON (FOUND) 70 IRON 330 WEST 387H STREET, SUITE 1006 TEL:(212)695-2988 RANSON SMITH HANAU Q� NEW YORK,NEW YORK 10018 FAX:(775)582-1736 PIPE (FOUND) 92 N/F IRON - / �� 0 DIANA W, PIPE 7-7—/-- 1 / /c� SARGENT (FO U N D) p � '�ll / /' "/ BAL ii S �-�Zg — -- I , I "� " / I � co QO SITE PLAN IRON o O 1/32" 1'-0„ N/F 08, PIPE \Z: IRON (FOUND) IRON x JENNIFER S 1-76 28�0 PIPE PIPE 0- - MILLER (FOUND) E (FOUND) 00 S . 7 0 SITE PLAN *39 Lu N/F N 3560. 80 FULL SCALE Z KEVIN E. GRANT & W 2349. 05 Ao2-o 0 VALARIE J. KINKADE PROJECT: 77 - 9 ). 62 - - - - - - - - 2 / Lu Z // ,� IR 0N' PIPE \\ \ \ \ \ \ / ----- - \ O 1 2 TREE \ / ( O \ \ 9 ��IRON PIPE 3 '-4" 2 MAPLE ; \ o IRON PIPE \ � 'r`Sv. 4 e OF t,r�h PROPOSED RETAINGING WALL \ / � \ / PERMIT SET 12.17.07 \ 19 a \ PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 ` 3 0 OAK SCHEMATIC DESIGN 03.15,07 IRON PIPE i \\ 30 ' \ / \ \ SCHEMATIC DESIGN 11.07.06 \ I / SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 ON SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE \ 1 BELLE HILL HOUSE \ \ \ \ \ /% \ /\ FISHERS ISLAND \ IRON PIP�- \ � \ \ � � / � i \_\ NEW YORK NN \ \ i IRON PIPE / \ - Ln \ ' -- � OR CONSTRUCTION � P���T F �oj 0 \ \ \ \ KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YOR EW YORK 10018 AX: 775 582-1736 F ( ) K N \ \ \ \ / IN, \ , BUILDING LOCATION LLI / 01 BUILDING/LOCATION PLAN PLAN i LLJ IN, FULL SCALE z \ IRON PIPE A021. PROJECT: 77 Il U J J a U W H 0 01/A203 A a p 0 0202 01 01 01 w 214 A213 A213 A214 A216 s F- s z J z Y h O O N 01 409 001 ' 01 /:/i%iii%. % /�,%/` /://. / % '.i"%%�%/i'' i•i.:. i;' i!v %>'%:5;;;,i L6 // ' //.;i -� EGRESS 4D6 �;, ' , WINDOW N %' , 10'-6" 87 1 2" N W A215 oolii BATH F 0 /- C L BEDROOM STORAGE / ' 007 o) OUTDOOR SHOWER 13-6 1/2" 8'-0 3/4" 19'-11 1/2" o) �/ 7'-1 1/2" 407 CA215 4D A)� N 7777777777, 003) — — - - — /CJ F / I / .% 404 �;' :'i;i ,i .,/,/ "j:;i" i": ;/ :%// " ✓„ '"/,, :;/, ;�- >-.., /,7 i A21 1 ACLT o4zo 001 '' '�' r„ U ,,• k- ; / OF rJ� 26'-0 1/2" 8'-2 3/4" 29'-10 1/4" a) _� 9'-10 1/4" % HALL STORAGE MECHANICAL D, 01 001 0o ROOM PERMIT SET 12.17.07 002 0 PRELIM. MATERIALS SET 08.25.07 004 p / ao A421 „ PRELIMINARY PERMIT SET 06 22 07 A212 �i"� /r ' / ! SCHEMATIC DESIGN 03.15.07 02 40 " �� < C ° ) ,> %/''`"'�'�//�i % •'/!%////%/" i'- SCHEMATIC DESIGN 11.07.06 12'-9 3/4 17'-0 3/4 _ 7,-11 01 01 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 00 L P %. o ��. _ � � -- _ _ _ FINISHED �oi�� % % , 36 k 54 II — — — — — /"' — — — — — 1 — — B SCHEMATIC DESIGN 05.17.06 E L\ � / II 00 BASEMENT - �)� SCHEMATIC DESIGN 04.12.06 Q j I J f / /' — — — TV /��..,; REVISION ISSUE DATE I I I� C? < CD 003 j BELLE HILL HOUSE ___ _ L E VA TO N 1 18'-4 3/4" 1 1 005 FISHERS ISLAND NEW YORK MACHINE - - - - - - - 1 ROOM PLAYROOM /;. I 004 `\ o1 02 ii 002 A216 i r , i;- /i:i/, �' — 004 NOT FOR CONSTRUCTION ,b I I . 403 4D4 , L 02 01 405 A409 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 N 02 02 01 01 01 M A214 A213 A213 A214 A216 x N ® a BASEMENT FLOOR N 01/A201 01BASEMENT FLOOR CONSTRUCTION PLAN CONSTRUCTION PLAN 1/4. . V_0. W W s FULL SCALE A..00Z o PROJECT: 77 it 01/A203 A U 0 02 02 01 01 O1 A214 A213 A213 A214 A216 w x I U Q D w 103'-2 3/4" x l� 15'-8" 5'-6" 30'-0 3/4" 52'-0" z 4'-4" S-6" S-6" 4'-4" 2'-9" 2'-9" 7'-4 3/4" 11'-2 1/4" 6'-9 1/4" 4'-8 1/2" 8'-5" 5-1 3/4" 9'-2 1/4" T-2 1/4" 7'-0 1/4" 13'-0 1/2" Yop_ 110 O O i N I I 18 116 1 5 0114 - 13 1 1 41 03 O1 - - - - - - - - - - - - - - - - A409 E112 1 1 X 1 0 \ 01 406 � 129 1 8 / \ 100 / � (7TL - - -j DW (1Cu. U 7 KITCHEN �i Q ❑=0❑ ❑ 1 — `� 20'-3 1 10� 14'-10 1/4„ �\ D1 01 i REF / 407 c1 i� A215 �i - ❑❑❑❑ ❑ / / FULL DW (108 405 ;1`; �r` Rq�'', N ; HEIGHT DINING / - h %i' z/./i i / / % CABINET o0 1 ^8� \1 f) 1 '7 1 15 ROOM .I, FR oo %/ / 107 '.,-,; — — — j -,%° j WALLR � 01 130 02 '/. 4 j%/ OVENS 16'-7 112" c� b .�• A21 1 A4o %%%E - '7�'`-p�r3A y��t %',' RANGETOP - %'' (1itll 0 4) BROOM :? ^i CLOSET \ I � E* FL PERMIT SET 12.17.07 of N 01 PRELIM. MATERIALS SET 08.25.07 Alo .0 PRELIMINARY PERMIT SET 06.22.07 Oill L // SCI\ E N E D SCHEMATIC DESIGN 03.15,07 `° 110 r. ,,,,:,.,,.. '� - --7 - -1 F_ ENTRY LIVING ^ A421 _ PORCH ALL °O SCHEMATIC DESIGN 11.07.06 ROOM REF II �+ I�NfNY 0�111 E H I�LL I 02 _1 -1 L 40 / 114 r7 1 1 C)1 I � / SCHEMATIC DESIGN 08.16.06 i "' /�, — SCHEMATIC DESIGN 07.06.06 0111 12'-6 1/4" { � SCHEMATIC DESIGN 05.17.06 15—7, B Zl� /� — — — / � — — — �— — — 103 SCHEMATIC DESIGN 04.12.06 ��\. REVISION ISSUE DATE o ii 1 L (102 TV ROOM UP — _ Q BELLE HILL HOUSE N PR 3 — L / FISHERS ISLAND NEW YORK J - - — - - - — ----- - -- \ o MUDROOM I 113 l 14'-1 1/2" \� 6'-8° 13'-111/2" 06 EGRESS / „ 11'-10" 8-7 3/4 I — ��,, WINDOW D6 ; AgT D W GUEST /,r,//fir/ GUEST _ �// B A R 1 b1 N �lOT"Fb COIF; TRUCTIO'N --�' � Qo L BEDROOM \ PR 2 _ 102 ,/ O BATH .a 105 03 i I G� 404 , 104 1 4 1 5 1 6 12 — — � �� " � 03 403 2j — CO3 _ — — 1 D4 _ 1 D5_ — A409 02 I 405 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SURE 1006 TEL:(212)695-2988 9'-8" 6'-7" 8'-3" 4'-7 3/4" 4'-7 3/4" 5'-11 1/4" 4'-2 1/2" 4'-2 1/2" 3'-5" 7'-4 1/2" 7'-4 3/4" 7'-4 3/4" 7'-4 3/4" 3'-5" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I 39'-8 3/4" 00 8'--5" 36'-4 1/2" 84'-6 1/4" I � cc x 02 02 01 01 01 N A214 A213 A213 A214 216 FIRST FLOOR N 01 FIRST FLOOR CONSTRUCTION PLAN CONSTRUCTION PLAN cnr w (n ® A FULL SCALE Z 01/A201 Al 0 .1 o PROJECT: 77 II 01/A203 a w 02 02 01 01 01 A214 A213 A213 A214 A216 U Q D La. W 78'-1 1/4" U8 If rr Z 13'-5 1/4" 13'-5 1/4" 10'-0" 5'-6" 3'-8" 5'-2" 5'-2" 3'-8" 4'-0" 4'-3" 4'-3" 4'-10" J . Z Y � I O O N I i — ----- 0, 01 406 403 li I I I I -i 01 0� I A215 407 41 to I 16'-2 3/40. i ;� , 409 BATH ! 2 EGRESS WINDOW \ BALCONY \ 208 \ N — — 0, / \ 01 211 Co ' \ \ os ytI BEDROOM F 01 02 \ X07 —,, — — / A211 o \ U2 n A4o 00 0, i y %. C L I 404 rn F op �, f( LnMASTER % , CL BEDROOM -- 1 Ii SHOWER 01 PERMIT SET 12.17.07 co 19 7V1 9' 0 3 4" a -4,.;3 4 ; 6'-0 1/2" 6'-0 1/2 5 1 16P-4" / 12'-9 1/2" n \ 201 PRELIM. MATERIALS SET 08.25.07 N. /L N PRELIMINARY PERMIT SET 06.22.07 II 02`� BATH 2 '� � ,\ D2 ;,;;'% ,�""" I 0 1 <o SCHEMATIC DESIGN 03.15.07 A212 I 40 209 MASTER r' ^ 02 BATH SCHEMATIC DESIGN 11.07.06 403 01 D N — — — — — — \ — — — 205 ao 12 SCHEMATIC DESIGN 08.16.06 �--- - ---- I HALL - - . I, — �. SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 36" x547\ 26'-1 I — SCHEMATIC DESIGN 04.12.06 - 77�---- -� % NIIL --- -o 14'-1 3 4" B D R 0 0 M n II /4'- '. —— 3/4" 12'-2" 5'-4" -9 1/2" o REVISION ISSUE DATE 0. y 210 /,. N � � BEDROOM 4 — > �� � BELLE HILL HOUSE N EGRESS \. ' / i:"- ' FISHERS ISLAND \ " i NEW YCRK N i I RIO WINDOW I � \ � B A TSI r / i/ / / I 00 i,/ O1 02 \�; %ii / o C L 204 I 40 oo �_ 21 6 14-5 3/4° '% %%( ' Lo. 6'-6" LAUNQRY X02 ff"77 NOT FOR CONSTRUCT r O I 2 2 l 4 215 G, ii<//.',;., C2()D-- 03 —\----L I----- - ---- 2 ,5) 403 L — —— ——— — —— ——— — —— ——— —————— EGRESS WINDOW O1 409 02 40 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 9'-31/2" 3'-11 1/2" S-11 1/2" 11'-31/4" 9'-1" 1'-9" 3'-11" 3'-11" 4'-01/4" S-11" S-11" 4'-01/4" 3'-11" S-11" 2'-5" 28'-5 3/4" � 110'-10" 33'-11 1/2" 73'-3 1/4" I 01 SECOND FLOOR CO STRUCTION PLAN � I 4 = i-o 0 02 02 01 01 01 x A214 A213 A213 A214 A216 N ® a SECOND FLOOR N 01/A201 CONSTRUCTION PLAN W N FULL SCALE J - A Q 02 Z O PROJECT: 77 v J J d H U W N 2 U Q L� W 2 H Z z 01/A203 A Y N 0 02 02 01 01 01 0 N 214 A213 213 214 A216 O I I 01 403 T MASTER BR. BALCONY 01 01 01 404 40 409 Ti 01 01 A215 407 � TI Li IIIJIM III ' _ ! , \ o 1� 01 407 � - -- — — -- — — — — --- A215 _t _ - •'1.. ` to"h I r� :5 S T �.. MA ER BR 01 02 A211 - 40 � I SHOWER ���G�4��a� F OF IN c`I� PERMIT SET 12.17.07 01 /0 1 A4o A21 1 PRELIM. MATERIALS SET 08.25.07 I PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 0100 _ O1 A21 ® A21 2 SCHEMATIC DESIGN 11.07.06 0 - � SCHEMATIC DESIGN 08.16.06 01 � � ao o SCHEMATIC DESIGN 07.06.06 N - Q SCHEMATIC DESIGN 05.17.06 _ o SCHEMATIC DESIGN 04.12.06 ; T\ REVISION ISSUE DATE O N BELLE HILL HOUSE O _ N FISHERS ISLAND NEW YORK I i 408 A216 (NOT FOR CONSTRUCTION I Ill 17 - 11- 1111111 ! ill ill 03 03 403 404 - - - 409 02 4o KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 ROOF PLAN 1/4' = 1'-0' w � ca x 02 02 01 01 01 N 214 A213 A213 A214 A216 ROOF PLAN ui 01/A201 A W W 2 FULL SCALE a Z A103 o PROJECT: 77 r IX eo Lu 7 \\ 0 0 cy A LJ 0 Z / I / / If I i I l Y /v�// //❑ /" /' /k / / % �,// / // / / / ! / / / ' / / /" C�/ / f i / /r�; C: U kirk, V. \�/ 'i. //\\\\ /\ /' / / // `ytr,�>.fir„ W OF IN —Z-1_� PERMITSET 12.17.07 \\\\ '----_____r— //❑/ /-j/ /!` / / j/ PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 / SCHEMATIC DESIGN 05.17.06 --- SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE BELLE HILL HOUSE I FISHERS ISLAND NEW YORK HEIGHT OF BUILDING THE /VFPAGE ELEVATION 01 THE EXSTING NATURAL GRADE ADJACENT TO THE BUILDI"IG, BEFORE HEIGHT OF ING THE AVERAGE ELEVATION THE AIIY ALTERATION OF FILL (104 D),TO THE MEAN HEIGHT EXISTING NATIJTU=AL GRADE ADJACENT TO THC BUILIL DING, BEFORE BETWEEN EAVES AND RIDGE Al'1'ALTERATION OR FILL (1040)1TO THE MEAN HEIGHT BETWEEN EAVES AND RIDGE. NOT FOS C® STRUT TION 'EAN HT. BEiVJEEII EavE ❑ / \ - — - - RIDGE ❑ \ \ --- ---- - -- --- --- __- ---- --- --- ---- - --. ._--- ._. --- -- -- --- ----- ---- --- -- --- --- --- --- ---- --- - - --- ---- --- - --- -- - --- --- - --- --- - - - - --- --- -- - --- ---\ AND RIDGE x "FAN ETIA - --- --- -- --B - ' __ _--- --- -- - - - - _-- - - 6A D HT-BET - -- --- -- --- --- -- - ---. -- -- -- - -- --- -- - --- - - - -- -- - --- - --- - --- --- --- -- - --- - -- -- --- - ----- ---- --- --- - - - '- =EI1 EAVE �, AIVD RIDGE \\ ❑ -_ -- __- --- / ❑ ❑ \ �\ AND RIDGE .\ / ___ ❑ Ell m I I I KINLIN RUTHERFORD ARCHITECTS P LC I I , , NEW YETE 1006 7 YORK,NEW YORK 10018FAX:(7 5)582-136 -- -- - ��� I !❑1❑ ❑ 0 ❑ ❑ ❑II � � � 0 �❑I ❑II❑ ''I � F-- 11 - D fF I - I I I o a I i I 9 i - _. __ -LQ2 or) r771 W Qs Go o,n 00 0 — .F �0 01 M If`— X - BUILDING HEIGHT 4 DD oz uj N DIAGRAMS I- W 021/16"HEIGHT OF BUILDING DIAGRAM0HEIGHT OF BUILDING DIAGRAMw= AVERAGE ELEVATIGI, GEAVERAGE ELEVATIoi GF FULL SCALE THE EXISTING NATURAL GRADE _ ��-0" THE EXISTIN; NATIIPA'_ GPpDE �/��� — ��_Q��J Q ZA200 0 A PROJECT: 77 U J J U W H 2 U Q D LL. W 2 H Z J Z Y 0 0 N HEIGHT OF BUILDING: THE AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY ALTERATION OR FILL (104.0),TO THE MEAN HEIGHT BETWEEN EAVES AND RIDGE. 10'-0" RADIUS z Al v MEAN HT. BETWEEN EAV 'r o I 1 i i G, - - - - - - - _.. - -- - - - -- ` � MEAN H �1 T. BETWEEN EAVE AND _rIDGE__FOR-DORMER I -- - - - --- -- - -- - � AND RIDGE -- - - - -- - - - - - - -- - - - ---- - - - - - - WINDOW HEAD ? Lz -- - - - -- - VF-ATT TiT.--BET '' - - - -- -- - -- - - - - -- -- - - - - - - - �c - -- -- - -- - --- ,ND RIDGE-- -- - - - -- - - - - - - - _ �� - - -- - - ..2Q yU wIN )ow Sl WINDOW HEAD -- -- - - ELEV +17'-Q" - -- -- I , I �;' 201 203 PERMIT SET 12.17.07 214 215 216 PRELIM. MATERIALS SET 08.25.07 I I I I N PRELIMINARY PERMIT SET 06.22.07 _ SCHEMATIC DESIGN 03.15.07 - - -- - �T - - - - - - -- - - - - - - - - -- - -- - - - - - - - - - - - _ T.O. SUB-FLOOR R_ o d ELEV +10'-E" -� SCHEMATIC DESIGN 11.07.06 � IL_Lj ELL -9- - -- -- --- -- - -- ELEV +7' 1 1/1 6 ' SCHEMATIC DESIGN 05.17.06 - - - _ 71 1 ,.. i x\ ^.. .. su, , .. .; - -- _TRANSOM_ HEAD -- --,— - -- -- 1`4 �;�,' > ,, ' . ELEV +7'-5 1 1/1 6 ' SCHEMATIC DESIGN 04.12.06 I _ ''' i REVISION ISSUE DATE -_ - . . `' 10 3 -, 105 D HEAD _ � DOOR E D I I I _ ELEV +0'-0" (103.50) I I I Lo=ll NOT FOR CONSTR UCTION - - FINISHGRADE-_C_ PLAYRO ZIZ�IQ� -I - -- - -- - - - - - - - -- --- -- - I I I I ELEV -8'-6" (95.00) I I I I I I I I I I I I I I I I I - - - - - -- - --. ._..._ ..- -- -- - - - - -- -- - - - -- -- - - -- - r- -- -- -- -- - - - - -- - - -- - - ----- - - - - - - -- - -- - - -- - -- -- -- - -- --- - - - - - -- - - - - - -- - - --- -- -- -- -- --- -- -- - - - - -- -- - -- -- -- -- -- -- - - - - ! --!- -- -- -- - - -- -- I- - I -- -- -- -- - T.O. CONCRETE FLOOR - - - -- -- L - - - -- - -- - - -- --- - - - - - - - - - - - - - - - -- - - - -- - - - r - -- ----- r - - - ------- -...- - -- - -- -- - - - -- - - --- - - - . .. ---- -- - - -- - -- - - -- - - - - - - - - - - - - - - -I 7- -.r.. - -- - - - - -- --- -- - -- -- - - - - --- - - - - - -- - -- - ---- - -r ---- -- ----- - ELEV -10'-6" (93.00) F---------------------------------------------- I L J I -- -- - - . ..... -- --- - - - - -- - - - -- -- - - - - - - - -- -- - -- - - - -- - - - - - - - -- - - ------I - -- - -- - T I I I i I i TOP OF FOOTING_ (Da BASEMENT --- - - --�-- �- -- - -- - - - - - - - -. ._.. - -- -- --- - - -- -- -- - -- -- - _ ... - - -- - -- -- - -- -- -- - - -- -- -- - -- -- - -- -- -- --- - - --- -- - ---- -- - -- --- - - -- -- -- - - - -- - - -._ ..-.. - - - - -._ .. . -- - - _ - - - - - - _ _ -- - ELEV -10'-10" L-------------------- -- -------------------- KINLIN RUTHERFURD ARCHITECTS PLLC eh TOP OF FO.OT_ING C_ELEVATOR ELEV ----1 1 '-1 0" 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 AVERAGE ELEVATION OF NEW YORK,NEW YORK 10018 FAX:(775)582-1736 TOP_-.-OF-_ FOOTING.__Ca, CARAGE_ -__- THE EXISTING NATI iRPL GRADE & NANNY'S BP ELEV -13' 6" EAST ELEVATION O 1 1 1/4' = 1'-0' A w .A c� Q� M x N Ln WEXTERIOR ELEVATIONS _N cnH W W 2 a FULL SCALE ZA201 L m 0 PROJECT: 77 r U J J (L U W I- 2 C) a LL W 2 H Z J Z Y B ti O O N HEIGHT OF BUILDING: THE AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY ALTERATION OR FILL (104.0),TO THE MEAN HEIGHT BETWEEN EAVES AND RIDGE. 1,0'-0" RADIUS I Min z 0 I CV GAFL� ARr,,� MEAN HT. BETWEEN EAVE AND RIDGE FOR DORMER �- a WINDOW HEAD t, ELEV +18 E. - - .r MEAN HT. -BETWEE-NEAVE 0y0� OF-c` AND RIDGE 29 I I UJ I PJ 0� C OF tJE� ?12 I 213 PERMIT SET 12.17.07 PRELIM. MATERIALS SET 08.25.07 N PRELIMINARY PERMIT SET 06.22.07 T.O. SUB-'FLOOR L _ 1 - ,; - \ - - --�r - -o SCHEMATIC DESIGN 03.15.07 EEV + 06 j n I _TRANSOM HEA_D - N SCHEMATIC DESIGN 11.07.06 ELEV +8'-9 11/16" - - - - -- - - -- -- - - - - -- - - - - - - -- - I� SCHEMATIC DESIGN 08.16.06 _WINDOW -HEAD- -- - - -- - -- - --- ELEV - SCHEMATIC DESIGN 05.17.06 117 118I� � SCHEMATIC DESIGN 04.12.06 O REVISION ISSUE DATE 'I I III I� I N - BELLE HILL HOUSE — - ELEV +0'-0" (103.50) - -- -- - - - - -- - - -- - - - -- -- -- - -- - — -- -- FISHERS ISLAND NEW YORK TRAN-SOPA -HEAD_ .-- ,-.-- __-- _-- -- ELEV -2'-3„ - — - - - WINDOWHEAD - - -- - - --- -- ELEV - -- - - - - - - --- - - - - - - - - -- -- -- --- - - - - -- - - - - - - -- -- ---- - -- --- - -- -- --- ---- -- -- ---- - -- - -- I I I I DOOR_ -HEAD - EG ES ELEV -3'-9" a �' 'N®T FOR CONSTPU�T60��d ' - U 22 - l T.O. RETE FLOUR _ CONCRETE - -- -- -- - - - - - -- - - -- - - IL ELEV -10 -6;, (93.00 - - - - - - - - - - - _ - - - - - - - _ - -- - - - -- - - - - - -- -- -- -- - - - - -- -- -- -- - -- -- - - - - I _ - - -- -- - - - - -- -- -- -- -- - -- - - - - �)01 0 (0 2 of oo3) Z rhi F_INI_SH--_G-PAD E - - - - _- ME ELEV -11 '-0 (92.50) TOP OF FOOTING (9 GARAGE _Q_._NANNY'S_ -BR. _ ELEV -13._x;, � -----------------------------------------�-------------- --------------------------------------------- �I` KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 AVERAGE ELEVATION OF NEWYORK,NEWYORK 10018 FAX:(775)582-1736 THE EXISTIN , NATURAL GRADE 01 SOUTH ELEVATION B w � co Q� M X e N W EXTERIOR ELEVATIONS N tz W 2 FULL SCALE a ZA202 o PROJECT: 77 II J J a U w x U S Q D S LL. S W S F- S Z J Z Y ti A 0 o N I 0 HEIGHT OF BUILDING: THE AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY ALTERATION OR FILL (104.0),TO THE MEAN HEIGHT BETWEEN EAVES AND RIDGE. 10'-0" RADIUS Z 0 I I N MEAN HT. BETWEEN EAVE p ,q tt\- - - -- - - - --- --- - - ' - - - - - - - - . - - _ - - - -- -- -- - -- -- _ - - - - - - - - - - - - - - -- - . .. -- - -- -- - ------ Mi - -- - - - - - - - - G�� _WINDOW_ N-EA� - - - -- hf,I�_ RIDGE - - - - - -- - - - - -- - -- - --- - - - - - ,,� 217 r 'sof• L WINDOW HEAD ELEV +18 -6 - - - - - - _ - - - - �� 02yO -_DOOPf WINDOW HEAD - - -- - t ELEV- +1 7 -�" - -- - - - - -- - - -- - -- -- --- -- ' - ,1 �-\ - -� -Gr ES P J\ II, PERMIT SET 12.17.07 205 206 0 ?02 207 El I PRELIM. MATERIALS SET 08.25.07 ,O 1�8 L , — , II � PRELIMINARY PERMIT SET 06.22.07 N SCHEMATIC DESIGN 03.15.07 T 0 SUB F�OOP. `� ELEV +10'-6„ - - - - -.. .. - - -- -- - - - - - SCHEMATIC DESIGN 1107 06 th -TRANSOM HEAD- -- ;, -- -- - - - - - - - _ - --- - - -- - - - - - ----- -- ELEV +8__9_ 1 1 1 6 - -.--';,:.: -- - -- - - -- --- - - - - - - -- - -_- - 1 � DQQR WI-N_C 0W- HEAD - - - - :.. 1. SCHEMATIC DESIGN 07 06 06 - _ - - ELEV SCHEMATIC DESIGN 05.17.06 O SCHEMATIC DESIGN 04.12.06 Lu: I I ��,�f I ' -- / \ II REVISION ISSUE DATE sk- 114 I ------ - - -- - BELLE HILL HOUSE -_U. S-l - _-_ - — FISHERS ISLAND NEW YORK ELEV +0 -0 (1 0 ,.51 - - - --- - -- - — - - - - - - - - -- -- - -- -- --- erh - -- WINDOW_ HEAD- _-- .- ELEV -3'-0" - -- - - - - - - -- -- - I - I _ TOP_0_F -FOOTING _@_ COVERED_ PORCH - - - I - - ---- - - i -- -- - - -- - - - -- - - - - - � .� --� -- -- - r --1 -----I-------------- ---------L----- -L- - ---- - --- -------------�----L - - —--- -- —-- � . _.I -- -- --- -- - - - -: --:-i -- -- -- - - - - -I- -- - - -- --- - _- I - -- -- - -_ - - - --- - - -- - -- - wwtwM►aAM*�A""!+�MR ELEV -6'-0" "' \ I r------------------------------------------------------------------------------------------------------------------- - ---- I O (,NOTFOR CONSTRUCTION -I 001 I I I I I I I I I I II I I I I I 1 -TOP__OF__FOOTING @-- BASEMENT_-_ _- - I--- --L-___ ---.1 __ --_ _- _. ... .... - - - - -- -- -- __ - - - - - -- - - - .... _._ ...._ . - _ .. -- - - - -_ - -- --- - - - - - - - -- -- -- - - - - -- - -- - --- - -- - ELEV -1 0'-1 0" I I -i - 7 I - - T- -------------------------------------------------------------------- ----------L-------------------- TOPOF FOOTING_ Ca) &-_NANNY'S BR.- ELEV -13'-6" - - --- --- I � ----------------------- J KINLIN RUTHERFORD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 AVERAGE ELEVATION OF NEWYORK,NEWYORK 10018 FAX:(775)582-1736 THE EXISTING NATURAL GRADE A W 01 WEST ELEVATION 1/4' = 1'-0' ZD Q� M x N W N EXTERIOR ELEVATIONS W x FULL SCALE a Z A203 o PROJECT: 77 I U J J a U w x U Q O o: w Ir Lu x F- x z J z R B ti 0 0 N HEIGHT OF BUILDING: THE AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDIPJG, BEFORE ANY ALTERATION OR FILL (104.0),TO THE MEAN HEIGHT BETWEEN EAVES AND RIDGE. 10'-0"I RADIUS z 0 I I y N i I i P;1EAN HT. BETWEEN SAVE � �- ---- --- --- -- --- -- --- --- AND RIDGE -- -- - - - MEAN HT. B - - - - AND RIDGE -- - x - - - -- --- -- - -- -- - - - -- - - -- --- -. ._.. -- - - -- -- -- -- --- -- ----- _ - -- - - - - - - - - -- - - - - - - - - - - - - - - -, - `' - -- -- - -- - - - -- -- - -- - - -- - - - - -- -- -- -- -� ELEV +18 -6 -- -- -- -- -- - --- -- -- -- -- -- -- -- -- -- Y° '� � _ O - -- -- �- — I D00_R_ 1�,� ' WIN OW JINDOW_HEAD Ell - --- --- -- -- - - - - - - - - - - - - -- - - -- - - -- -- -- - -- -- - - - -- -- -- - - - PERMIT SET 12.17.07 -- -- - - -- - - - - .. . .. - -- - - -- - -- -- -- -- -- - - - -- - --- -- -- - - 0�1 O - PRELIM. MATERIALS SET 08.25.07 i PRELIMINARY PERMIT SET 06.22.07 _ I SLIBcV _ SCHEMATIC DESIGN 03.15.07 -- _ _-- -- -- -- -- -- FLOO ELEV +10'-6" _R--- ---- - -- -- -- SCHEMATIC DESIGN 11.07.06 - -- - ___ TRANSOM W PJ - "- - - SCHEMATIC DESIGN 08 16 06 ,<:, I, I EAD +8 1 - - -- -- - v-. ..• - - - -- — - - - - - - - - -- -. -._ WNDOW HEADSCHEMATIC DESIGN 07.06.06 � ELEV +7'-9 11 /16" E RE S ri ..: 0 0 DOOR W'NDOW_ HEAD ' `., ', SCHEMATIC DESIGN 05.17.06 .... O.... O . _ I :y:'.. .. ". ���:;`_:<;�fr:'' ;-'�" ELEV +7'-2„ 00 SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE <106 :r.:.':. •. '. �� J ,:.::�00%. � J 10�,) 116) - II C BELLE HILL HOUSE - -- --- -- -- -- --- -- - FISHERS ISLAND NEW YORK ELEV +0 -0 (10J.5) -- -- - - - - - -- - - - - - - - - -- - -- _ - --- - - - - - - -- - -- -- - - -- - --- -- -- - - - - - -- -- -- - -- -- - -- -- - -- -- -- -- - - - - - - - - - - - - - - - - - DOOR WNDnW HEAD --- -- --- --- ' � � - �' g - ELEV -1 ; - I I - \ I I I I I I I I I I I I I I I I -- NOT FOR CONSTRUCTION - -- -- -- -. ... - - - - - -- - -- - - -- - - - -- -- - - - - - -- -1 - - - - -E - -- -- - -- - - - - - - - - - -- - __ FINISH GRADE ( PLAYROOM I I I I I I I I I I (004) ELEV -8'-6" - 1III - (95.0) T,0_ CONCPETE FLOOR C BASEMENT J L------------------------- - L---- - ----------- T T-- - ELEV -10'-6" (9 .00) � I I I I I ---------------------------------I------------ KINLIN RUTHERFURD ARCHITECTS PLLC I 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 AVERAGE ELEVATION OF NEWYORK,NEWYORK 10018 FAX:(775)582-1736 THE EXISTING NATURAL GRADE B toi 01 NORTH ELEVATION e 1/4' = 1'-0' .P CO C1 M X N W EXTERIOR ELEVATIONS N_ cn W W x FULL SCALE Q A204 Z o PROJECT: 77 Il U J J H U W H _ U Q D La. W S H D: Z J Z Y EE ti o A 0 N I �I I I i II i I I i I I i i I I I CLOSET - µl \ II I \\ CL SET 3EDR OM PERMIT SET� 12.17.07 BAT 00 I PRELIM. MATERIA LS SET 0 8.25. 07 \ \. . PRELIMINARY PERMIT SET 06.22.0 T.O. SUB–FLOOR \ - „- -- - - - - -- SCHEMATIC DESIGN 03.15.07 ELEV +1 0 —� ___ __ ;�\>.,\� ..\.\K..\�..�.\".` �"\\ ��e., .,., �;� \ � — \ \ \ \ \ \ \> \> \�. \ � SCHEMATIC \ \ \ N 11.0 ' 7.06 \\\ �1 SCHEMATIC DESIGN 08.16.06 `-,•h - - - -- --- - - - --- - -- - = _— - - - __- - -- - - - - �� � I I > ..�; •.`; SCHEMATIC DESIGN 07.06.06 n ' z✓% 'ti SCHEMATIC DESIGN 05.17.06 ITCHE II I � n SCHEMATIC DESIGN 04.12.06 - REVISION ISSUE DATE DI INO R 0Mwx { - BELLE HILL HOUSE T.O. SUB-FLOOR — \ \ --- - "! FISHERS ISLAND ELEV +0 0 103.50 \\.. \ \ .� �. \` .\.�\, \, � .�. `�_ 1.<x '� ?�.;':. � ,,> NEW YORK xoVPn `r GARAGEHAL STORAGE MECHANICAL NOT OT FOR CONSTRUCTION ` \a4 T.O. CONCRETE SLAB ELEV -1 0'-6” (93.00) _� -- ----- -- - - - - - \�� a \\� Fr--- -------------- — -- — -------------------------------- ------------------------ \\` .C\.::•J ------------------ \ al :\ ------ --- --- \\\\ ; tM SH GLADE I ELEV -11 0' (92.50) ,\. I ------------------------ \ ' KINLIN RUTHERFURD ARCHITECTS PLLC O SECTION 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 1/4'= 1'-0' W W � fD 01 M X et N LI.I N W BUILDING SECTIONS fn J FULL SCALE Z U 0 A211 PROJECT: 77 0 J J Il H U W H _ V Q Of m L. W _ H Z J Z Y ti o A 0 N I 41 I A I ko Grear C C7 \ \ � > � �\ \�\� \ M; .;..a;•+:fat — — —— -- :� •.a -- I / \ / / 'B H HALL 1 �' \ `\ PERMIT SET 12.17.07 \\ ;\ MATHR PRELIM. MATERIALS SET 08.25.07 0 0- / O \ PRELIMINARY PERMITS 06.22.07 \ ET �'0 0 / ' \°\ SCHEMATIC DESIGN 03.15.07 -- � ,. \' �\ a� T.O. SUQ-FLOOR \ \; '•.. : :.. / i \ \ ELEV + � `�` 10 6 e \. \ .\ \' -- -- - -- .\ - .\.. .. \. \ �: \ \ \ . . - \.> `:.. \. �� SCHEMA � \ \ . .' ..: .. �. .. ���` TIC DESIGN </ \ . \. \ \ \\ .. \ \: 11.07.06 \ \.. \ \ . . - SCHEMATIC DESIGN 08 16 06 PANTRY 7'1r \ • \ SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 ANIrIl F1t SCHEMATIC DESIGN 04.12.06 \ ? \ ,. ,. REVISION ISSUE DATE D I G R M t \x \ \ I I „ I , w I d F. \\: , x'•>:; \ ,:.EL ;\� FISHERS ISLAND -I_.0. SUB-FLOOR ' \\\� -.:.; NEW YORK \ .\ ;\ ELEV + \ .\ :.\. \. \ \ \ \ \, \ wv \ FINISHED MECHANICAL \; \ - GARAGE ALL , \\> \ - - BASEMENT ROOM \\ NOT FOR CONSTRUCTION , - \ I T.Q. COI`CRETE 5L I I ELEV --10' - - - -- - - — - -- - - - - -- - — -- -- I FIfJI_SH -_GRAD, i i / <,. I -- \ . ELEV - 1 1 -0" (92.510) ` 1 l i �� I I F---1------- — ———— \ L_-_ ------------- " KINLIN RUTHERFURD ARCHITECTS PLLC 330 88 01 SECTION NEWYORKEST 3NEW YOREK 10018E 1006 FAX:(7 5)582-1736 1/4' = i'—o• A w N � e O� M X it N LLLI tz BUILDING SECTIONS W a FULL SCALE Z A2J.2 PROJECT: 77 r L) J J n. 0 U W H 2 U Q G: LL W F- H Z J Z `1 N � O O O N I ;N \ OF \ \ H ALL PERMIT SET \\ 12.17.07 HALL \\ \\ BEDROOM \, \ 3 ?' PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 `\\ 71 T.0- SUB—FLOOR ` k�:\ � ; SUB—FLOOR \ SCHEMATIC DESIGN 03.15.07 \ \\ \\\ \ \ - \. \.. SC ELEV +10'-6" \\ \ , ... \_ •:'< \ " <\\\ \•:\\. . SCHEMATIC DESIGN 11.07.06 \\\ x. ELEV +10 � \ \\< ' \ --- - 08.16.06 \ �_ - \ \; SCHEMATIC DESIGN --- - - -- , SCHEMATIC DESIGN 07.06.06 \\ � - � l SCHEMATIC DESIGN 05.17.06 J \\ Illi `' SCHEMATIC DESIGN 04.12.06 - / \ \ DINING REVISION ISSUE DATE EN RYoo ,: \\ ROOM HALL — ----- = — BELLE HILL HOUSE \ , -T.O. SUB-FLOOR-- _-- -- -- _ \ T.O.._SUB-FLOOR--. FISHERS ISLAND NEW YORK _ ELEV +0 ( ) Xx ,\ \,Q -17777 7711 —J STORAGE HALL \, 4461 X \ �— F N HED �\\ �:� �:�: �� \� � STORAGE \ „ \; \\., � ,� BAS MENT \\ �:� \ ROOM \ \\ , I�OT FOR CONSTRUCTION . \\ I% � CLOS .\\ \ \ \ , rh T,O. CONCR-ETE SLAB \\\ ' ,� ;� T.O. CONCRETE SLAB ELEV —10'-6" (93.00) \ ���, ELEV 10 C 93.0 \\ ON I KINLIN RUTHERFURD ARCHITECTS PLLC 330 02 TEL:(212)695-2988 SECTION 0 1 SECTION NEWYORK,NEW YOREST 38THEK ET10018E 1006 FAX:(775)582-1736 1/4' = 1'-0" 1/4• - 1'-0• B B w Q� M X N W N_ BUILDING SECTIONS RA W 2 FULL SCALE Q A213 Z 0 PROJECT: 77 U J J CL U w x U S Q D S LL S Lu S H S Z J Z Y ti o B o B N I 777 7 777 I - - - - - - -- - - - -- ---- -- ---- -- --- I \ o _ ED AR \ MASTER BEDROOM + : F � WINDOW H-AD • Y ELEV +18'-6" _DOOR- UJIfJ_DOW HEAD.,. ELEV +17'-3" - - - - -- -- -- -- PE RMITSET 12.17.07 BEDROOM 4 PRELIM. MATERIALS SET 08.25.07 .: ,:• :;;,; :.;.. \ PRELIMINARY PERMIT SET 06.22.07 < SCHEMATIC DESIGN 03.15.07 T.O. SUP--FLOOR--- - - - - \\ \� - - . .. - -- - -- a'' ` - .'UB—FLOOR ELEV +10 —6 � �� _ _ .:.\\:>.;�:•,.. ,.�� . ;,��..\\._ .,: T.0 c I i I - \ ELEV +10'-6" - -- - - -- -. _... , ... .. \. .. . \ \\.., .. . ' :':: \•. I DESIGN 11.07.06 HEAD .\� . \\,.\.\. T ,AN-OM \ \ `\ ELEV +8'-9 1/1 6 ° SCHEMATIC DESIGN 08.16.06 DOOR/WINDOW HEAP 4 \< D -- - SCHEMATIC DESIGN 07 06 06 \\ \ SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 AN TR THEN LIVING ' REVISION ISSUE DATE ROOM BELLE HILL H ` -- OUSE \ T.-O. SUB-FLOOR FISHERS ISLAND NEW YORK -- _ - - - - -- - - „ 0.x ELEV +0 _U 1 .5 _. , I WINDOW HEAD -- - - - �I'y' ELEV _ -- -- �\ STORAGE NANNYICSH ED' \ F N \ '\ ROOM _., ;,\,,\. AS g MENT ' \ NOT FOR CONSTRUCTION \. T.O. CONCRETE FLOOR -- ---- - \ ELEV -10 -6" (93.001' -- ELEV -10'-6 (93.00) \\ >' - - -- -- -- -- - - - - - -- -- - -------- ----------------- --------- --- - I KINLIN RUTHERFURD ARCHITECTS PLLC 02 SECTION 330 WEST 38TH STREET, SUITE 1006 TEL;(212)695-2988 1/4- = 1'-0" 0 1 SECTION NEW YORK,NEW YORK 10018 FAX;(775)582-1736 1/4' = 1'-0' I B B w 0 �° cc G� M x N LLJ N BUILDING SECTIONS N H W Lu 2 a FULL SCALE //�� Z A2 c� 0 PROJECT: 77 Il J _j (L L) O ILL a: Lu tY Z M Z ti0 0 04 N 0 :.A 29� ---------- BEDROOM 3 B TH 3 PERMIT SET 12.17.07 T I-, 7 1 1 1 1 1 1 1 1 1 PRELIM. MATERIALS SET 08.25.07 SCHEMATIC DESIGN 03.15.07 N -FLOOR T.O. SUB ELEV +10'-6" SCHEMATIC DESIGN li.07.06 M- 11 IN 4LJ A 0 M BREAKFAST NOOK �LLI L11 SCHEMATIC DESIGN 07.06.06 I SCHEMATIC DESIGN 05.17.06 r i' I IL /" n SCHEMATIC DESIGN 04.12.06 s:: :cil.: / REVISION ISSUE DATE DINING ROOM 'M I L.LA I BELLE HILL HOUSE ag IF- _FT I I I I I I I 1 17 FISHERS ISLAND I I Ss LL ]i 0 LLD Lill NEW YORK T.O. SUB-FLOOR / H NN LLEV Q ""A kX1 STORAC7' - \ CLOSE\T // \\ // I Z 1�f ROOM NOT FOR CONSTRUCTION o' "A ELE T.O.V CONCRETE SLAB - 10'-6" (93,00) KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)6952988 NEW YORK,NEW YORK 10018 FAX:(773)582-1736 41 SECTION 1/4'- 1'-0' x ui N BUILDING SECTIONS UJI W _j FULL SCALE Z A215 0 PROJECT: 77 -4--A II C.) J J a w F- x v x a D x w x Lu x I- x z J z Y c Q B N I I I >>: Ep ARC \ 7/ rr2� g p3 Z \, \: / \ PERMIT SET 12.17.07 \\X ; / \ PRELIM. MATERIALS SET 08.25.07 \ \ \... � �' O PRELIMINARY PERMIT SET 06.22.07 \ \ l NSA SCHEMATIC DESIGN 03.15.07 \ - `>- '� - - T 0__. UB-FLOUR - - - - -- - �:. :,.. -- \ T.O. SUB LOOR \:,: _ - - - �` \. \` . \... �\ \ � \ �. � \ .. . . \ � ..... _ °' •'�:' �: ��.:: SCHEMATIC DESIGN\. . . .... .\ � \ \..�.. ..\ .. \. �\ \ �:\ �\ . \. N 11.07.06 SCHEMATIC DESIGN 08 16 06 \ \\ SCHEMATIC DESIGN 07.06.06 X. I SC / HEMATIC DESIGN 05.17.06 'I SCHEMATIC DESIGN 04.12.06 / REVISION ISSUE DATE LA1 O BELLE I \ H LL HOUSE : I y FISHERS ISLAND / NEW YORK �I - SUB-FLOOR J FLO.OR _ T.O. 5 B \ \ 110211CD . - - - \\ \\\. �\ 0). \ \ . \ \ ELEV 03 p \ \ \.. RHINO �t F L-H 1�i T-- 'I I - �____--RAI I'�IOT F dsOI�STFUCTl09� s� t H _G PA D E @_P LAY R,_OO M --- \\ EILEV_-8 -6 95.00 - I � >�: •��\\ � . .... ..,. . \\�_. \�. �.� �... � �\:;\; ...., . '��:\.>.,. .. T.O. S'JB---FL00_R � PLAYROOM \ \ \ \ \� :\ \' \ ;.�., T.O. CONCRETE_ SLAB \ ,.,: ;` E \\ L L ELEV 10 6 (93.00) ,.\7777 ------------- ---- -� - - LEV Q 1 ---------------- I I KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I I A 02 SECTION 1/4' = 1'-0' B 01 SECTION 1/4' = 1'-0' N 00 � CO Q� M X N W BUILDING SECTIONS N N H w W x FULL SCALE a Z A216 c� IX PROJECT: 77 r L) _j (L-i ROOF SHEATHING (i I RIDGE BEAM I L) 2 \\ \\) it ft Z ROOF SHEATHING Z L FLASHING END RAFTER 04 1" CEDAR TRIM @ 1�\1 J"xB' TRIM BOARD rPLYWOOD 7/ \\ X ---------- X1 \j\\ , 7" X 18" 2.0E PARALLAM I �\\\ %4" FINISH WC OD OR 12 Y' PLYWOOD OR 7 JOIST HANGER 4 3 2 x 10 X E_ I L 11 TJI TRUSS JOISTS (#230)— —JOIST HANGER F?,FD AR FLASHING I" CEDAR TRIM xx X l \ '�, >X>'' ? V, STEEL COLUMN • g;tv �� � _ I �I \�,>< ',.,X ��yny I I r, h;`t'r\�x�.', \ X 1 029 -1 4 1 -.\ y\<;4 ,Y�':' \\', ;��;�; ,�,,� k:v� Ori ---------------- PERMIT SET 12.17.07 X PRELIM. MATERIALS SET 08.25.07 < �j PRELIMINARY PERMIT SET 06.22.07 —---------J rr 11 X" __7�1 Li SCHEMATIC DESIGN 03.15.07 l\� r_____ T------ev�, I iii kyr k \' '` ;� i ,'�'�, 01, SCHEMATIC DESIGN 1107.06 \J � � ,i1 I I'° �,iii .;,h�{'. •,��},^•�<\e,`'.'`1` I {�\i^Yn � \'•� ✓\rJ %;X•., \ /� '( `^*rf�' XXX X", SCHEMATIC DESIGN 08.16 06 X 1 \, - r I ,\ \ / ^I, \ \%N, I I J � .\�\'. �\, `� SCHEMATIC DESIGN 07.06.06 3/` FIN TONE Fl. R SCHEMATIC DESIGN 05.17.06 �\ BED F i!i-P 2 '" S 'IN" 'x ------ NE Ill FLOOR S ING ROO ING ------------- 'X" L----------------- ICNTINOOUS VVI REVISION ISSUE DATE 777 11 Till III 117 1 1 1'm i 1f 1 lr TrF`Tirffitw'film II 'i nuff, ITTrrt xxx BELLE HILL HOUSE FLASHING f7 1* CEDAR TRIM FISHERS ISLAND NEW YORK tM D 2 x 10 JOISTS 0 16" o.c. 3) 9 11 T 9 TJ TRUSS JOISTS (#230) STC (3) 1 A X 9j' LVL W/(2) I- STEEEL PLATES PLY OD ------- JOIST HANGER 2 #4 REBAR 0 oov 00 0 Ya' DIA. ANCHORS o 4'0" D.C. 0 0 NOT FOR CONSTRUCTION 0 og FINISH GRADE 1�(!l l O!, 0o b off' o0 o co c,oz c 0 V Z'.o '0 330 WEST 38TH S71 SUITE 1006 TEL:(212)695-2988 0\. NEW YORK,NEW YORK 10018 FAX:(775)582-1736 o 0 O 6 00 _ --- ---- --- 4 -----------------I-----------L-------------------- 4 LLL &'7 5 ---------- 0� 0� ak'_6'� 0 [� I C' o o .'_1 O�1c;? r, 0 0 n, *'c 0 3-F,EQUALLY SPACED ----------------- "o" 0,0' 3. 0 20 CCI SLAB 0, 4--------------------------------------------------------------------------------------- D.C. 4'l NSUl OVERL GEOWLE FABRIC — "!:,-11 11 GROUT 'pl� ----------- -—, 1 T CLEANED, CRUSHED STONE 00 m lb W x 4" TILE DRAIN 0., ---------- 02WALL SECTION 0 1 WALL SECTION 1/2' = 1'-0° 1/2' V-0- 3-14,EQUALLY SPACED N 3'-0* '\ ----------- WALL SECTIONS pole D.C. FULL SCALE Z A401 0 PROJECT: 77 ROOF SHEATHING i FLASHING U 1 CEDAR TRIM J J a l w TRIM BOARD F- U i J"PLYWOOD Q 1 In ROOF SHEATHINGILL i W RIDGE BEAM 2 J t 04 - --- I I I / \ D 5 D. 12 \ f � 3 2x10 n f -- -- --- 1 ` —11 �" TJI TRUSS JOISTS(d230 (2) 11 �" LVL RIMJOIST - r0 , -- - - - --- - - ` ) JOIST HANGER p2ga. yp� FLASHING O029 NEl \ \ 5-; X 9j PARALLAM PSL 1" CEDAR TRIM 1 I CONTINUOUS VENT JOIST HANGER x i �7 X 18" 2.0E PARALLAM PSL STEEL COLUMN \ ✓ yr'\ %\n;T ; \ \j / / PERMIT SET 12,17.07 \. v ° v n PRELIM. MATERIALS SET 08.25.07 � PRELIMINARY PERMIT SET 06.22.07 --------------- SCHEMATIC DESIGN 03.15.07 4 SCHEMATIC DESIGN 11.07.06 L `\ � r 1' SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 ,u I, � I � \ h � SCHEMATIC DESIGN 05.17.06 I` \K�. `' > n\ ;\ u. \ SCHEMATIC DESIGN 04.12.06 r y _ // \ � / � � is, l-'.•%h. , ,x` j• -- -i-- .'�� �>�-..,^��'�'�,� z^~ REVISION ISSUE - DATE - NGL IN BELLE HILL HOUSE C NTIN OUS NT ` �� �" FINISH STONE FLOOR 2 d" SETTING BED FOR STONE A ISH FLOOR ' k l \ \ " 7y'. . J\ %' \ FISHERS ISLAND NEW YORK _ I , FLASHING 1* rr7lnA P TPI 2 x 10 JOISTS 0 16" o.c. , Nol �9 TJI TRUSS JOISTS (#230) �I al= (3) 1 A-X 921" LVL WA2) STEEEL PLATES /\ \ STONE VENEER \-HEADPLATE HORIZONTAL JOIST HANGER \ 8p ° NOT FOR CONSTRUCTION TRACK ASSEMBLY 0 2 #4 REBAR 0 00 0 a Lil 0 o- c o I 08 I ° DIA. ANCHORS o oo 4'0" O.C. � 0 � I ° 06 o I I I o O N VERTICAL \ j OO\ a ° 000 FINISH GRADE 00o coo TRACK ASSEMBLY O0 KINLIN RUTHERFURD ARCHITECTS PLLC &C o 00 = o `IJ 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(773)582-1736 op . goo o"i3 00'C. I I 0 000°0 ;co4 0 41'o°d°0 JAMB BRACKETS \ \6\ °o a 'o 000 \0°o�bo°o ppb 00 0 �o p o c � _ ° ° n a s d a° ?- •s'�#' 64"4 ^'_,q° � _ O 9, p' °-00�' O� C,-0'co` O'J iOJ p O O p}ci'�G O 0'C' n ►/}��/ O <„Sn' J C -C J O rtY,-.O C(a- M J o d CoY�o 0 Q� o cxV c ° a o O Cf' ,.r� 0 O O R77 D O O �C C °♦ O G^. C% O O O O O nQ O O � O UO ^ X c n o J O�O C Cq cP L U v °p 3'-0” N ok op i X o b S3-14,EWALLY SPACED o a -'oJr' o o✓ ° LIIz \off°k °d90 e CONCRETE SAB °. Jr PoaD IRsuLAnarl OVER N 01B•DD' WALL SECTIONS GEOTDM FABRIC Lu 1h GROUT - ,,,, - � � c'�' ,G x ° WALL SECTION 01 WALL SECTION = CLEANED, CRUSHED STONE 02 1/2" = r-0" J 4" TILE DRAIN o° o° FULL SCALE a ° 3-P,10ALLY SPACED A402 Ilk o PROJECT: 77 �®le'aa u U J ' J H V W H U � 1 LL \\ � I W z_ 04 f J J =- ROOF SHEATHING \ C FLASHING l� END RAFTER \ 1" CEDAR TRIM l I J _ rxB" TRIM BOARD ( - i i ~ "PLYWOOD i J � � i - - -- -- `1 - - - - - LE - 1 i / ^ I �(2) 2 J"z 11 b" X230 TJ 16" � � .•,.,,`Q��h� �I I I = i PERMIT SET 12.17.07 PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 C SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 �I SCHEMATIC DESIGN 05.17.06 C x SCHEMATIC DESIGN 04.12.06 Y4" FINISH STONE FLOOR �" REVISION ISSUE DATE 2 SETTING BED FOR STONE FINISH FLOOR �" FINISH WOOD FLOOR � �" PLYWOOD SUBFLOOR ��" PLYWOOD SUBFLoOR — � / BELLE HILL HOUSE T.O. SUB-FLOOR - - - - - - - - - _ -- -- -- - -- -- -- -- - - - -- - - ELEV +0'-0' (103,50) (3) 1 " X 11 3" LVL RIMJOIST - - I FISHERS ISLAND PLYWOOD NEW YORK " "x8" TRIM BOARD - - r' FLASHINGI I• J � 2 " OVERHARHANG / STONE VENEER 9 TJ TRUSS JOISTS (#230) 5 �" X 11 b" PARALLAM PSL -11 TJI TRUSS JOISTS (#230) \ STONE VENEER • I I , \ 24 REBAR (3) 1 " X 9 �" LVL 24 REBAR 2X12 PRESSURE TREATED SILL Lj =1 _ - fie" DIA. ANCHORS , \ \ B 4'" DIA. ANCHORS 7,77,=, _11__ 4'0*4'0" O.C. \ o 11=1 1=111-111=111=I1=1I _ � 4'0" O.C. —11=III=I =I -1_I=111=111=1111 =I I=111=111=111=I —III 20 FRAMING W/R-15 F.B. °° ° NOT FOR CONSTRUCTION I'ITi-1 11=1 I\III-1�\I I\I 11�1=1 11=1�1=1'1=1�1 \=III\ \\ I \ITL 1=1T\\-IT-I\1=\=1 1=1\ 5/8" GYP. , O =1 I I=1\—I\1=1 I I—ITI ° 1 1=1 1__ 1=1 —I 1=1 1=1 1 / \\ °o -11-1 1=1\1=1 — 1=1 1=1 — —I I 1=1 1=1 1=1 1= 1=1 - 0 4a'O.C. =11 1=1 1=1 1=1'1=1I 1 1—III III—I 1—I 1—I!—LI 1=1 1=1I / \ 2 ;, Ii I\ \III\ I\ 1=111= I-111=111=111-111=111=111—III—III // \\ p °a 'I-III=IT=III=III—III=III=III=III=III 1=1 1=1\1=1 11=1 \—I 1='11=1 11 \ 10 -1I 1=1 I\ 11\ I 11 11 1 ' 11 " —"I=1 I I„I 11=1 11=1 11=1 I I-1 11=1 11 I 11—I 11=1 11=1 111 11=1I I I I ' ` ,a o° 111 I— � \ IITi 1 1 11 l 11 l l I =1111 1 1\III=III -TT -1 ° °o = 1 KINLIN RUTHERFURD ARCHITECTS PLLC ° 330 WEST 38TH STREET, SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 WATERPROOFING SEALANT 2” RIGID INSULATION OVER t-oc LIQUID APPLIED WATERPROOFING O / 6 T.O. CONCRETE SLAB00 o eO�od9°oo - a ELEV -10'-6" (93.00) a ° a a " - »g3Q o - -- - -- --- - .-_. - GROUT - o °a I I � oo�'" �on o0 0 ° mo°S RCLEANED, CRUSHED STO 4" TLE DRAIN 0ooo o \ 3-P,EQUALLY SPACED 4'CONCRETE SLAB 3-J4,EQUALLY SPACED 3'.-0' � 3'-0" }W 4'MG10 SUN OVER 018'D.C. CEOTMLEF RIC018'O.C. Q� M x N W WALL SECTIONS N N 03 WALL SECTION 02 WALL SECTION 01 WALL SECTION 1/2" = 1'-0" 1/2" = 1'-0' 1/2" - V-0- FULL SCALE J Z A403 o PROJECT: 77 I U J J a U w x U Q � Lu tY J04 ^l \ I SHINGLE ROOFING ~ l f CONTINUOUS WENT Y4" FINISH WOOD FLOOR \ �a" PLYWOOD SUBFLOOR ` 12 3 2 x 10 :1 ''i�� �""//--T.O. SUB-FLOOR ' - - - - - i / - - - - - -- - - - - - -- - - -- - - - - - - -- -- - SDAR ELEV +10'-6" - - -- - - - - - --- ' - - --- -- -- - -- - - -- - -- --- - - - -- -- -- --- --- - I '" - - - - -- - - - '`�� y 5 X 9 PARALLAM PSL _ CONi1N000S VENT i FLASHING 11 b" TJI TRUSS JOISTS (#230)� -__ � � � J � FLASHING r 1 CED R IM ( 1" CEDAR TRIM 12 3 ' f --- \ (2) 1 X 11 �' LVL (2) 1 X 11 �" LVL d C p 1' CEDAR TRIM / U f N E N , 1. CEDAR TRIM - -- CONTINUOUS VENT 2x4 / 2x6 PERMIT SET 12.17.07 / � I \\ PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 / \\ SCHEMATIC DESIGN 03.15.07 J SCHEMATIC DESIGN 11.07.06 I I , \ O SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 \ I P SCHEMATIC DESIGN 05.17.06 I - - SCHEMATIC DESIGN 04.12.06 1 j" X 11 Y4" FINISH WOOD FLOOR ' REVISION ISSUE DATE N4" PLYWOOD SUBFLOOR I T.0. SUB-FLOOR Y4" FINISH STONE FLOOR MN - U Ikb BELL ° -- ._ -- -- -- --�2-�" SETTING BED FOR- _--- --- --- -- - - - - ELEV +0'-0° (103.50) / STONE FINISH FLOOR -- -- -- -- --- -- --- -- --- -- --- --- --- -- -- STONE STEPS / -" PLYWOOD SUBFLOORJ 11 TJI TRUSS JOISTS (1230) FISHERS ISLAND NEW YORK - j 2_�" SETTING BED FOR / STONE FINISH FLOOR \ : - - - ♦ �� - - - - - - - -- -- ,i \ \ 2 x 10 JOISTS 0 16" ox. TJI TRUSS JOISTS (#230) —\ \ Ai - - f JOIST 10 HANGER ------------------- 2xLEDGERBOARD 0 12" O.C. pc, r Si r LVL MJOIST _2X12(2)_ 2X12)PRESS RERITREATED SILL - < co ° DIA. ANCHORS �b EXPANSION JOINT 5 } X 11 PARALLAM PSL 8� m ooR °c;o 4'0* O.C. - � J r�i 2 #4 REBAR I -- ° ti rr JOIST HANG RS i DIA ANCHORS q c - j 4'0" O.C. � I CONCRETE STEPS ON GRAVEL ---� II I \ ° �o° ab o ,° ° d, �� i� 2X4 FRAMING W/R-15 F.B. °� 0 # 4 - 5 (NOT FOR CONSTRUCTION RUCTION I I ` 5/8" GYP. 11 \ \ =a 0 ` \ d °°go°oo o #4 HOOPS SPACED t2I 4 048 O.C. __j _ o o�,,'o° = �®8" O.C. . — 2X008 o ° 0- of o 10" I 10" L>1 3 #4 EQUALLY S ACED — a KINLIN RUTHERFURD ARCHITECTS PLLC #4 0 18" D.C. 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 WATERPROOFING SEALANT ° 2"RIGID INSULATION OVER LIQUID APPLIED WATERPROOFING ° T.O. CONCRETE SLAB o o° v° ELEV -10'-6 (93.00) GROUT O b°Q 4 CLEANED, CRUSHED STONE °° 'o J ° °° ° o ,xi a x LL ° 0 ° � G c Oooo�,cscC.rr3q4" TILE DRAIN—+ � 0 _p O T�G c O` � o c0 . G. 0• 3-14,EQUALLY SPACED —4.CONCRETE SLAB 3'_0" —�— 3-14,[DUALLY SPACED N 4'ROD INSULATION DER 14 018.O.C. GEOTEnLE FABRIC 14 018.cc. Q� M x N cn wWALL SECTIONS N W03 WALL SECTION 02 WALL SECTION 01 WALL SECTION `2 1/2" = 1'-0' 1/2' = 1'-0' 1/2' = 1'-0' FULL SCALE _z A404 o PROJECT: 77 is i I J J IL W ROOF SHEATHING FLASHING w \� END RAFTER _ ILI�� i" CEDAR TRIM \ "6"IFI BOARD }'PLYWOOD 04 f I -- .\ 4 _ \ \ I I I SHINGLE ROOFING U CONTINUOUS WENT 3/a" FINISH WOOD FLOOR 12 \ \ 3/4" PLYWOOD SUBFLOOR �\3, - -2 x 10 T.O. SUB-FLOOR / \ / 5-}X 91 PARALLAM PSL ELEV +1D'-6" - - - - - - - �'" 0 01 f, �r _ �— CONTINUOUS VENT - - -- - - -- - - -- - - - -- 7 ` -11 TJI TRUSS JOISTS (#230) �.� / ♦- E r,r (`a FLASHING - PACK CAVITY WITH INSULATION— - Im 1" CEDAR TRIM W6X19 STEEL SECTION J '1 PERMIT SET 12.17.07 FFPRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 \ SCHEMATIC DESIGN 03.15.07 / \ SCHEMATIC DESIGN 11.07.06 I / \ SCHEMATIC DESIGN 08.16.06 ' SCHEMATIC DESIGN 07.06.06 I SCHEMATIC DESIGN 05.17.06 I / \ \ SCHEMATIC DESIGN 04.12.06 \ Q 0 REVISION ISSUE DATE BELLE HILL HOUSE \ i FISHERS ISLAND l X21 NEW YORK FI ISH WOOD FLOOR \ ' ' PL WOOD SUBFLOOR TEEL COLO N T.O. SUB—FLOOR ELEV +0'-0° (103.50) (2) 11 W LVL RIMJOIST }" PLYWOOD -11 b° TJI TRUSS JOISTS (#230)-,,S, }"xB' TRIM BOARD IIS FLASHING "II\ �, - 2 x 10 JOISTS 0 16" o.c. l/ 2 " OVERHARHANG ;" \ .I° JOIST HANGER a_ +CONSTRUCTION}r" STONE VENEER \\ \ 2x10 LEDGER BOARD 0 12" O.C. ° ° OT FOR CONSTRUCTION°° o pc 2 #4 REBAR (3)1} X 11 LVL W/(2) }° STEEL PLATES . ` Q0o6 \ 2X12 PRESSURE TREATED SILL 00 DIA I V . ANCHORS I _ c o0 00 ° in 4'0" O.C. \ \ / \\ °d oO o� =III=III III II,-III=III g III-IIIIII=III Ii=IIIIII=111 III=III=III=III=III=III 2X4 FRAMING W 15 F.B. =1 II =1 I1=1L=ll-1 LI1=LII=J=1 1 111=1!1=1 1 1=111=1 I - > /R \ \ \� �\ -11-III=III=III-III-III-III-III-III-III-III- III- 1 1=III-III > 5/8- GYP. / \ °fie 4 -#5 I1=III=1 1=j-1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1I 1=1 I1=1 1=1I 11 /" `\ / \ z \\ °o o Q 'R, �oo 14 HOOPS SPAC D - 1= III 111=1 -III-III-III-III III-III-III #4 0 48'O.C. / O o 0 8" D.C. 1 = =1 I-III-III 1 -III=1 11=III=1 =1 1-Llfl \ '2' o 0 0°P t o �I \ 2pOop8°o cQ ' foo Doo -� 11 11_11 I�I II 1=11 I1 I�I l l LII 111 I�I 1111 ILI \ 0� ° KINLIN RUTHERFORD ARCHITECTS PLLC -1 I-III-I I' I 1=111= I-III-1 1=1 -III 10" ` \ 10" o0 0 0 q¢ ° co44Lo, ° 10' s o 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 r, o ti TYP• a- $ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 —III—III—III—III �- / \ o o I chpo �c e o0 c o � p O I-III-I�I-III-III _ - llliill�l-III- 3 #4 EQUALLY S ACED \ / F #4 0 18" O.C. z» WATERPROOFING SEALANT 2" RIGID INSULATION OVER _ LIQUID APPLIED WATERPROOFING N T.O. CONCRETE SLAB -w ° � ELEV -10'-6 (93.00) GROUT - -- - - -- - - - M CLEANED, CRUSHED STONE ° ° o ° o0op 'uO, er-,o G mU� , �,f o 9 i'C-�..�:J_",o<ai oC-mO4O O°..;—O-°,q,.OIh. O 0O uJC v °O oG ?OZr •° ° ° ° SJ,oC4" TILE DRAIN u,��:-�ox or`Co v-aJo oO °:oo LLI o co -P,EQUALLY SPACED 4CONCRETE SLAB N 3'-0UALP ' 3'-0 �` J-P,,EQUALLY SPACED � 4"RIgD M9JLATION OVER WALL SECTIONS ' ui 14 018'O.C. CEOTEXIILE FABRIC t4 018'O.0 2 WALL SECTION FULL SCALE a 02 01 WALL SECTION A405 0 PROJECT: 77 r J I J a U 2 U Q L� W F- Z J I Z Y O I O N 0 I I I I I i I I QED A&C 0. nl SHINGLE ROOFING CONTINUOUS VENT 029 OF N00 FLASHING ` d TRANSOM HEAD i 1• CEDAR TRIM ELEV +8'-9 11/16" -i PERMIT SET 12.17.07 PRELIM. MATERIALS SET 08.25.07 DOOR-- / - - HEAD - - -- " - - - - - - -- - - - - - -- -- -- - -- - -- -- -- -- - PRELIMINARY PERMIT SET 06.22.07 E EV +7' 2" 41J SCHEMATIC DESIGN 03.15.07 f SCHEMATIC DESIGN 11.07.06 IFSCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 l SCHEMATIC DESIGN 05.17.06 I l r i SCHEMATIC DESIGN 04.12.06 I REVISION ISSUE DATE i i i I i i 1 ✓ l (3) 1 " X 16• LVL W/(2) STEEL PLATES OR W 1053BELLE HILL HOUSE f Y/4" FINISH STONE FLOORi i 2 j" SETTING BED FOR ti FISHERS ISLAND NEW YORK / STONE FINISH FLOORf i i l i X" PLYWOOD SUBFLOOR i T.O. SUB-FLOOR / ELEV +0'-0" (103.5) 2 x 9 230 TJI 0 16" O.C. # �I 2 x9 }" /230 TJI ®16 O.C. I I � >I VL 2 1 " X 9" L� n I � I ' �— JO ST HANGER �. \ 5 X 9 PARALLAM PSL JOIST HANGERR'eN, ,,, y� " }" +I BEAM POCKET -- -- = ° (NOT FOR CONSTRUCTION WINDOW HEAD - - -- -- — -- -- -- - - - -- - - - -- ._ -- ---- ------ ---- - - - -- - - - - - - -- - - -. .. - -- - - - - -- -- - - - -- — -- ( ELEV -3'-0" i — I 2" RIGID INSULATION OVER c ° LIQUID APPLIED WATERPROOFING - o0 \ � o \ I I S o I co \\ coo o KINLIN RUTHERFURD ARCHITECTS P ° C LLC ° oco \\ o° 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 o NEW YORK,NEW YORK 10018 FAX: 775 582-1736 , qo ( ) 'o° / i o q / I CLEANED, CRUSHED STONE / ° o WATERPROOFING SEALANT °� GROUT 4° TILE DRAIN T.O. CONCRETE FLOOR x4� ° - - -- - - -- - - -- - -- -- - - - -- - -- -- - -- -- -- -- - - - f -- - -- - -- - - - --- - -- -- - -- - -- - - -- - - - - - N ELEV -10'-6" (93.00) I I � ° I= 4 c,° --- ----- -- ------ -------- - ------ - I onj --- ----- — -- -- ------------------------------- c t a< R'o`.00:," o---- X ————————————————————————————————————————————— ———————— ——————————————————————— o o ° o� c � a ° o^„ oVo- o N 1'CONCRETE SLAB \\ ° N \—A'RIUD INSULATION OVER _� 3'-0" J-14,EQUAI1Y SPACED WALL SECTIONS M GEOTD(Dif FABRIC p4 01B'0.11 F- W W u 01 WALL SECTION FULL SCALE 1,2" _ , Q• A406 Z o PROJECT: 77 U J J CL v Lu ULL LLJ Z Z - -- O - 04 0 � � / 1 i J � \ i J � ti 1 1 / l ROOF SHEATHING FLASHING y - 1 CEDAR TRIM J"PLYWOOD i \ 1 j LL- zv 7" X 18" 2.0E PARALLAM PSL SHINGLE ROOFING CONTINUOUS WENT I T.O. SUB-FLOOR ELEV +10'-6" 11 �" TJI TRUSS JOISTS (#230) FLASHING 1" CEDAR TRIM H IF7 IF OF N 1 i G- PERMITSET 12.17.07 I PRELIM. MATERIALS SET 08.25.07 D D I DISI I PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 \ SCHEMATIC DESIGN 08.16.06 Y4" FINISH STONE FLOOR \ i' 2 j" SETTING BED FOR — \\ D D ` 1 D D SCHEMATIC DESIGN 07.06.06 STONE FINISH FLOOR SCHEMATIC DESIGN 05.17.06 " PLYWOOD SUBFLOOR �,\ \ \\ Y4" FINISH T E OOR --(2) 9 }" TJI TRUSS JOISTS (#230) 1` `/ 2 SETT FOR/ i \ �" R " " SCHEMATIC DESIGN 04.12.06 �� FINISH WOOD FLOOR (3) 1�X 9} LVL W/(2) ISTEEEL PLATES \ `\ \ �� LL �� �STONE FlNI F Rj 1 PLYWOOD SUBFLOOR \ ___ __ REVISION ISSUE DATE _ _ - - -- - .. _ -- -- - - -- - - - --- ELEV +0 -- �.__: - - ... -` T 0 SUB FLOOR 11 b" TJI TRUSS JOISTS (#230) � � 10 0 (2) 11 LVL RIMJOIST BELLE HILL HOUSE " PLYWOOD r x8" TRIM BOARD FISHERS ISLAND NEW YORK FLASHING g4 11 V4 11 \ 2 " OVERHARHANG a ° STONE VENEER \ , NOT FOR CONSTRUCTION , : �GI�Io'1 10" \ \ KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 \\ ' \ c 10" ° NEW YORK,NEW YORK 10018 FAX:(775)582-1736 T.O. CONCRETE SLAB a° a° 4 aI II UI J IJT__I °-o , �-; ° ° ° e ° ° ° ° --L=III=III=1I-III=III=III=11j=III-III-III=III=III=III= ELEV -10'-6" (93.00) ° " ° ° ° I° I � a III-IIIIhI---! -II--m-III--rII 1I I1 m II 0°°0oVo? A0 oZyo�OOOcoo0 p \ 4" CONCRETE SLAB I -I I _V = = -_I --I III- -=1 �!�--!�MM WATERPROOFING SEALANT \\ 3-+4,EQUALLY SPACED 4'CONCRETE SLAB —4" RIGID INSULATION OVER e -I 1 1 I1-"- =1 -1 I— -" 3'-0" . GEOTEXTILE FABRIC 4'RGD Ill OVER 1 1 �A IH'O.C. GEOIE)mLE FPBPoC 11T=TTI- 2" RIGID INSULATION OVER ° LIQUID APPLIED WATERPROOFING N I-+ o GROUT 01 M ° �� X CLEANED, CRUSHED STONE 4" TILE DRAIN LLI N � WALL SECTIONS FN 3'_0• 3-0,EQUALLY SPACED W 14e1e'o.c cn 01 WALL SECTION a 1/2" = l'—D" FULL SCALE Z A407 0 0 PROJECT: 77 J J I a w x v x D t>: w x W x I H Z J Z Y ti O O I N 0 I �% j ROOF SHEATHING ol FLASHING 1" CEDAR TRIM r rx8" TRIM BOARD r 'PLYWOOD i I f I � � i OF tq -,�T,O. SUB-FLOOR - - -- -- - ELEV +10'-6" - PERMIT SET 12.17.07 I � PRELIM. MATERIALS SET 08.25.07 .` X, �/ PRELIMINARY PERMIT SET 06.22.07 _ Y J ri SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 \ x / SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 X, �'. i \ - SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE \ / / 0 BELLE HILL HOUSE FISHERS ISLAND NEW YORK _ T.O. SUB FLOOR ELEV +0'—O" (103.50) i; - NOT FOR CONSTRUCTION II I II I I I r------------ - I I KINLIN RUTHERFURD ARCHITECTS PLLC \ ; WALL—MOUNTED FLAT SCREEN \ / 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 j \ TV \ / NEW YORK,NEW YORK 10018 FAX:(775)582-1736 —ILL= I I I I I I \ - - - - FINISH GRADE_® PLAYROOM ELEV -8'-6" (95.00) I I I M I v 10 I I I O� I I I X a a e - °� - - - - - - — - - -- --- T.O. CONCRETE FLOOR I , r� I, ELEV -10'-6" (93.00)--- — --- --------�--- ry°� �w WALL SECTIONS N t, J L \ ------------------------ -------------- I.Ir.I I ° w `S \�f CONCRETE SLAB 3'-0\ 7-14,EQUALLY SPACED -i e RIGID INSULARON OVER FULL SCALE Z_ CEDIEXTILE FABRIC N 01 8'0.0 A408 C7 o I O 1 WALL SECTION PROJECT: 77 1/2' = 1'-0" �!i (L Z L tV NUN LCL O Lu F- p- 04 KUIJ� WiLAMINU FLASHING I' UEUAR INIM J"PLYWOOD L\ Z' Z v"D RC N SHINGLE ROOFING CONTINUOUS MNT 12 3 2 x 10 PERMITSET 12.17.07 L T.O. SUE-FLOOR X 9j" PARALLAM PSL PRELIM. MATERIALS SET 08.25.07 II ELEV +10'-6" ONTINIIl1IIC VENT— PRELIMINARY PERMIT SET 06.22.07 FLASHING SCHEMATIC DESIGN 03.15.07 1 ED TRI 1" CEDAR TRIM SCHEMATIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE BELLE HILL HOUSE FISHERS ISLAND NEW YORK 0 0 01 O 0 0 C) ,NOT FOR CONSTRUCTION T.O. SUB-FLOOR --- ---- ---- ----- ----- -- ----- LLi ELEV +0'-0" (103.50) (2) 11 71C LW RIMJOIST PLYWOOD rxB* TRIM BOARD r FLASHING • 2 x 10 JOS S 0 16' o.c. 2 x 10 JOISTS 016" o.c. 2 OVERHARHANG J01ST HANGER JOIST HANGER STONE VENEER 200 LEDGEII BOARD 0 12* O.C. 200 LEDGER BOARD 0 12* O.C. 2 RAR 2X1P PSSURE TREATED SILL KINLIN RUTHERFURD ARCHITECTS PLLC V )IA, ANCHORS 4'0 D.C. 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 3- NEW YORK,NEW YORK 10018 FAX:(775)582-036 —2X4 FRAMING W/R-15 F.B. j 5/8GYD. 777 71 I48" 10 2 2' I I=11=1 11=1 11=1 I 1--i 11=1 I—_I 11=1 I=—I 11=111-111=1 I I= =11!I —TTI=III-III=IIIIII=III=III=III=III=III=III=III=11 0,:9 0 51 10 10" 'Coo %A� Va f9 III I1I III-111 111-111-111=-111=I I I ol —0-o' I A I I— 4'CONCRETE SLAB .A cD =III III=1114'RIGID NSULATON OVER otic cl) OFINISH GRADE 0 PLAYROOM- ----- GEOTE)MLE FABRIC ELEV -8'-6- (95.00) ---- ----- 0-8 WATERPROOHNG SEALANT Lu .0 3-14,EQUALLY SPACED OT.O. SUB-FLOOR 0 PLAYROOM --------- I ---- ---- ---- ------ ----- --- - - ----- ---- ---- ------ --- -- - ----- ---- ------ WALL SECTIONS J --- --- --- -- ------ ------ -- ELEV -9'-7-1/4- 2" RIGID INSULATION OVER 1, c / LIQUID APPLIED WATERPRO09NG 0 "' / 2 x 10 JOISTS 0 16' ox. #4 0 lir D.C. Lu cip r) I WALL SECTION T.O. FLOOR--- ELEV -10'-6" (93.00) -CROUI �00 U A 1/2' I'-D" FULL SCALE Z 4' 11LE DRAIN o' llyll oc'10�11�01-0 8 woo- 00 A CLEANED, CRUSHED STONE A409 0 3'-0" JE 77 U J J a U I W F- 2 U � I Q I L� W z A Y� —i z N I I I T.O. SUB-FLOOR y/J ELEV +10'-6" (114) - - -- - - -- -- -- - - - - -- - - -- ... - - -- - - - - -- - - -- - -T.O. SUB-FL OOR - / for ELEV +10'-6" (114) - -- - - a- - - -- -- - - - - - -- -- -- -- -- - - i� <1 i f s I C �J 1 Lu w PERMIT SET 12.17.07 to cV , of n — J PRELIM. MATERIALS SET 08.25.07 00 M PRELIMINARY PERMIT SET 06.22.07 3'-6' J J SCHEMATIC DESIGN 03.15.0 J I ----� 7 i SCHEMATIC DESIGN 11.07.06 2"X 12$' S-6 - CARRIAGE SCHEMATIC DESIGN 08.16.06 l SCHEMATIC DESIGN 07.06.06 1) SCHEMATIC DESIGN 05.17.06 J � I SCHEMATIC DESIGN 04.12.06 + REVISION ISSUE DATE Ln c Ln T.O. SUB-FLOOR N BELLE HILL HOUSE -- - - - ----- �I ELEV +0'-0" (103.5) T.O. SUB-FLOOR ---- ------------ --- I ' " 1( ) - NEW YORK ELEV +0-003.5 I I J I I I ° - - — — — — — — — — — — — — — — — - I I I Ld C> ---J IOT FOR CONSTRUCTION �I—ITi—III—I� I I =11=11=11 11=1 —I —I I1=11 1I1 1 —I1=11=1 —1I— oo I� \\ II 1=111=i =1I=1E 1=11=11 11 _ =11=I1=1 11=11=11=11=1 —1a=11=1 -1n- 1 = Iil_1�1_i1 �— IFIL (v7 =i1 it i I—I i 1-1 i 1=1r1=1 i I--i 1=1 i 1=1 i 1=1 i 11 i I—I i I-1 i II I1=1 i I— I1 i I—I�I—I n=1 11=1 11=1 11=1 11=1 i 1=1 i 1=1�1=1 I I I —ITI-11=11=11=11 1 i 1=11=11=1 I—I I-1 m I— —11 11= -1 -1 —1 —I I I_ > l l l l-I 1=1 -I 1=1 -I 1=1 I- 11 1=1 1=1 1=1 1=1 -1 -1 1=1 1=1 -1 - -1 1 -� --J -i1-1i 1=1i1=1 1=1 -1 -1 -1 1=1 —1 1=i I_Ii1-1I -I — - -III—I — _, I I=1 I I=1 I I1 I=1 I= _ - - - - I I III III _ L I III 111_I _ III_ _ _ � u III III II III In III 111 -11 =1 nl III-III=1 - =1 =1 =1 =1 =1 =1 1=1 =1 =1 =1 1=1 _I 1=1 1=1 1=1 1=1 11=1 -',-1 1-I 1=1 1=1 1=1 11 1=1 1=1 -III J -1 -1 -1 -1TI1 5 1=1 1=1 1=1 - --I 1 _-1 -ITI-I 1=1 1=1T=1 -I -1 1=1 - it—I i 1=1 i 1=1I I ° �I 1=1 i I—I i 1=1I 11 1 11 i 1=i i 1=1 i 1=1 i 1=1 i 1=1I I3'- ;I 1_i I_ t—I 1—lit—1 2"X 12" 3 1/2 - =ITI=1 1=ITI=ITI CAR R IAG E 'l l l I=ITi=1 I I 1=1 I-I I 1 I- - -I 1=1 =1 1=1 I- ----- III=IIIIII=III 'li III=III=III=III - ''-" 11111, ! lil 11111\\I KINLIN RUTHERFURD ARCHITECTS PLLC -11 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 > ij7 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 cif N (n w (n CV y Ln T.O. SLAB a N ---- - - ---- --- -- ---- ELEV -10'-6" (93.00) T.O. SLAB > ELEV -10'-6 (93.00) - - -- -- -- - - - - - -- - Co;�ou=o' f °� a • J o o 4+ W � x I 021/2" V-0" 01 STAIR SECTION ' STAIR SECTION N - W 1/2" - 1'_0" _N to W STAIR DETAILS W J Q c� FULL SCALE 0 PROJECT: 77 A41J. v J J a U W H 2 U Q D u. W 2 Z J Z `1 O O N 3 " o� ice; 33P, 4 1 ' r-IN u7 24 2 1" 04 HANDRAIL AND TREAD DETAIL RED ARC 02 01 02 01 01 ) A4111 A4411 A411 A411 A411 A411 PERMIT SET 12.17.07 PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 DN / DN SCHEMATIC DESIGN 08.16.06 -� ---- ------ j % SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 j -- ------ % CLOSET j REVISION ISSUE DATE /� -------- ------- /j ----- 71 UP BELLE HILL HOUSE --/�-- NEW YORK ----------- OPEN TO BELOW UP FISHERS ISLAND -------------- ------------- / __ -------- -- --------------- -------- ----------------- --------- // /r-- r, - r ------- j/ ---------^ %j — ---- NO. 'PT-F.W OR'iuCeM^OINwYN.,.S. TeY RP.U..C^:.T.IO. N J!` ------------------ — i ----------------- Go, ------------------ S-3 ------- 3-31/2" 3-31/2" 3'-3 1/2" 3'-3 /2" 3'-3 /2" 3'-3 1/2" - ----------- --------- ------- -- -- / - 717 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 BENCH — /X' j ji j '�ii.ri, / %/� / r / / j /�i%�/%." i/ / ''r/' / r/ % IN / // J 1 e � CD Q� M X N03 SECOND FLOOR PLAN 02 FIRST FLOOR PLAN 01 BASEMENT PLAN Lu ''Z' _ ''-°" 1/2"_ l'-O" I ''Z" _ '�-°" STAIR DETAILS W W a FULL SCALE Z A4 .12 0 PROJECT: 77 I! U J J H V W Q Z Z !Y _ v STONE o z CHIMNEY `" ? TERMINATION `" o Z / 13" X 13" Y 13' X 13" yx CLAY FLUE - - - - - - - - - - - - - - - - }. CLAY FLUE LINING o j X i LINING V4„ CMU \\\ N '- f' / � � — - - -- - - - - - - - - - - - - - - \ \. p \ „ 02 2" AIR SPACE -- A421 Y ;y FURRING STRIP \\\ \ \ 02 4 CMU A421 k y" 06 X STONE VENEER STONE VENEER \\ \\ � GYP BD. � �? � 4„ MINIMUM S 13" X 13" 13" X 13" ` T FLASHING yv CLAY FLUE v, ,X>^ x CLAY FLUE LINING LINING \ \ 2" NONMETALLIC 2" NONMETALLIC INCOMBUSTIBLE 06 ROOF LEVEL PLAN 05 SECOND FLOOR LEVEL PLAN INCOMBUSTIBLE FILL `. FILL \ • I I I / \\ I I I I I I \ I I I \\ I I I \ � j NIN `c INTERIOR GYP �� BD. WALL j f 4" THICK CMU FD ARC, tk. j 'N\ r k 05 r \ OF N4�� A421 1 " FIRE CLAY \ X FLUE LINER AIR INTAKE 13"X13" \ PERMITSET 12.17.07 PRELIM. MATERIALS SET 08.25.07 \ ' STONE VENEER 2" NONMETALLIC \\\\ 1" SPACE FILLED W/ 2" NONMETALLIC �� INCOMBUSTIBLE \ PRELIMINARY PERMIT SET 06.22.07 NONCOMBUSTIBLE INCOMBUSTIBLE FILL J / FILL \ INSULATION 03. 5.07 CMU SCHEMATIC DESIGN 11.07.06 00 FIRE BRICK >, k' y } / \\\\\ ��\\��\` .\\�\\�\ \ \;\�\\\�\\�\\ \� \\\ \\\\\ \\\\� \ \\,�\\\� \� SCHEMATIC DESIGN 08.16.06 �C \ IM SCHEMATIC DESIGN 07 06.06 CLAY FLUE 02 LINING 02 0 < . . o „ � '. ;. i i I, i SCHEMATIC DESIGN 05.17.06 x ,' „ I '���I 1 FIRE CLAY I I I I FLUE LINER A421 \ X �\ / A421 i 1 -2' ;. 1 -2 _i i SCHEMATIC DESIGN 04.12.06 \ STONE VENEER REVISION ISSUE DATE 111 Ilk II IIS CMU BELLE HILL HOUSE \ \ INTERIOR WALL �` \\ I NOMINAL 1 // // \ NOTE: INTERIOR II �. - �,- AIRSPACE CONSTRUCTION / FIREPLACE FLUE AT AN 'll FISHERS ISLAND I I I / / NEW YORK ANGLE \/ 04 V x SMOKE CHAMBER / DAMPER ONE PIECE RUMFORD THROAT -- - I i \ STONE MANTLE - Y ` 03 STONE VENEER NOT FOR CONSTRUCTION A421 tc " " FIRE BRICK AIR INTAKE C C _ C i" MASONRY FIREPLACE `V � �T, `� MASONRY FIREPLACE N WITH RUMFORD WITH RUMFORD 36x30 RUMFORD 1 ' 1'-8" 'i "r, -- 1'-8„ FIREPLACE FIREBOX - - x - FIREBOX STONE HEARTH KINLIN RUTHERFURD ARCHITECTS PLLC FOUNDATION 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ° d 4 d /"//////,/// // 'Wjj/// / �,'//', ° a 04 MID LEVEL PLAN 03 FIRST FLOOR LEVEL PLAN e ° I I 01 M 1/2' = 1'-0' 1/2' = 1'-0' ° °d d XL---- ———————————————— -- e N FIREPLACE DETAILS W N N W N FULL SCALE 02 SECTION 0 �I SECTION a I c� o PROJECT: 77 WINDOW SCHEDULE J J BASEMENT FLOOR Rough Opening Size Jamb Casing Divided Exterior REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 0 001 006 Bath A Marvin CAWN3228 Awning 2'-9" 2'-3 5/8" 6"V.I.F. SDL Y White White Clad 002 007 Nanny's Bedroom B Marvin (2) CUDH 3226Hun 3 2) Double 4" 5'-0 7 8" ( g 6'-3 / / 6"V.I.F. SDL Y White White Clad Mulled Units 003 007 Nanny's Bedroom S Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad W 004 002 Playroom U Marvin CUDH 2428 Double Hung 2'-6 3/8" 5'-4 7/8" 6"V.I.F. SDL Y White White Clad x 005 002 Playroom U Marvin CUDH 2428 Double Hung 2'-6 3/8" 5'-4 7/8" 6"V.I.F. SDL Y White White Clad Z FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior REMARKS J Y Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding c 101 102 Bar C Marvin CUDH 3234 Double Hung 3'-2 3/8" 6-4 7/8" 6"V.I.F. SDL Y Wh(te White Clad N O 102 103 Powder Room C Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-47/81- 6"V.I.F. SDL Y White White Clad 103 104 Guest Bath C Marvin CUDH 3234 Double Hung 3'-2 3/8" 61-47/811 6"V.I.F. SDL Y White White Clad 104 105 Guest Bedroom C Marvin CUDH 3234 Double Hung 3'-2 3/8" 6-4 7/8" 6"V.I.F. SDL Y White White Clad 105 105 Guest Bedroom C Marvin CUDH 3234 Double Hung 3-2 3/8" 6-4 7/8" 6"V.I.F. SDL Y White White Clad 106 105 Guest Bedroom D Marvin CUDH 4034 Double Hung 3'-10 3/8" 6-4 7/8" 6"V.I.F. SDL Y White White Clad 107 106 Living Room E Marvin (2)CUDH 2626/(2) CUDHT 2612 Double Hung with Transom 5'-3 3/4" 6-8 9/16 " 6"V.I.F. SDL Y White White Clad Mulled Units 108 106 Living Room E Marvin (2) CUDH 2626/(2) CUDHT 2612 Double Hung with Transom 5-3 3/4" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 109 107 Dining Roam F Marvin CUDH 2626/CUDHT 2612 Double Hung with Transom 2'-8 3/8" 6'-8 9/16 " 6"V.I.F. SDL Y White White Clad Mulled Units 110 107 Dining Room G Marvin CUDH 4026/CUDHT 4012 Double Hung with Transom 3'-10 3/8" 6-8 9/16 " 6"V.I.F. SDL Y White White Clad Mulled Units 111 107 Dining Room G Marvin CUDH 4026/CUDHT 4012 Double Hung with Transom 3'-10 3/8" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 112 108 Kitchen H Marvin (3) CCM 3640/(3)CUDHT 3012 Casement with Transom 9'-1" 4'-115/16" 6"V.I.F. SDL Y White White Clad Mulled Units 113 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3'-2 3/8" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 114 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3'-2 3/8" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 115 109 Breakfast Room J Marvin (2) CUDH 3226/(2) CUDHT 3212 Double Hung with Transom 6-3 3/4" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 116 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3'-2 3/8" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 117 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3'-2 3/8" 6-8 9/16 " 6"V.I.F. SDL Y White White Clad Mulled Units 118 109 Breakfast Room J Marvin (2) CUDH 3226/(2)CUDHT 3212 Double Hung with Transom 6-3 3/4" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 119 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3'-2 3/8" 6-8 9/16 " 6"V.I.F. SDL Y White White Clad Mulled Units 120 109 Breakfast Room I Marvin CUDH 3226/CUDHT 3212 Double Hung with Transom 3-2 3/8" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 121 109 Breakfast Room J Marvin (2) CUDH 3226/(2)CUDHT 3212 Double Hung with Transom 6-3 3/4" 6-8 9/16" 6"V.I.F. SDL Y White White Clad Mulled Units 122 110 Pantry K Marvin CUDH 3224 Double Hung 3'-2 3/8" 4'-8 7/8" 6"V.I.F. SDL Y White White Clad 123 111 Powder Room K Marvin CUDH 3224 Double Hung 3'-2 3/8" 4'-8 7/8" 6"V.I.F. SDL Y White White Clad 124 112 TV Room L Marvin (2)CUDH 4034 Double Hung 7'-7 3/4" 5'-8 7/8" 6"V.I.F. SDL Y White White Clad Mulled Units 125 113 Mud Room M Marvin CCM 3640 Casement 3'-1" 3-3 5/8" 6"V.I.F. SDL Y White White Clad D Re 126 113 Mud Room M Marvin CCM 3640 Casement 3'-1" 3'-3 5/8" 6"V.I.F. SDL Y White White Clad cM�' kip yi`r 127 101 Entry Hall M Marvin CCM 3640 Casement 3'-1" 3'-3 5/8° 6"V.I.F. SDL Y White White Clad 128 109 Breakfast Room N Marvin CCM xxxx Casement 6"V.LF. SDL Y White White Clad 129 109 Breakfast Room N Marvin CCM )o= Casement , " 6 V.I.F. SDL Y White White Clad r � �. G„a,�,�,"� a �, 130 109 Breakfast Room N Marvin CCM xxxx Casement 6 V.I.F. SDL Y White White Clad 131 109 Breakfast Room N Marvin CCM xxxx Casement 6"V.I.F. SDL Y White White Clad NOTES: PERMIT SET 12.17.07 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 / \ SCHEMATIC DESIGN 07.06.06 / \ SCHEMATIC DESIGN 05.17.06 l 1 Ll I F SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE BELLE HILL HOUSE FISHERS ISLAND NEW YORK �rrwM,eAr'"y'!VpnR!!MA��lwl±wk'i.AMNM�VYy �,,,j, l\�/ OD E (NOT FOR CONSTRUCTION^ KINLIN RUTHERFURD ARCHITECTS PLLC i 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 i NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i i i Mme+ VI e � LD Q� M X e r WINDOW SCHEDULE W 2 J FULL SCALE Q ZA501 0 PROJECT: 77 I'. I L) WINDOW SCHEDULE J J SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 201 202 Laundry Room 0 Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 0 202 203 Bedroom 4 0 Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 203 204 Bath 4 0 Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad LU 204 205 Master Bath K Marvin CUDH 3224 Double Hung 3'-2 3/8" 4'-8 7/8" 6"V.I.F. SDL Y White White Clad 204 B 205 Master Bath K Marvin CUDH 3224 Double Hung 3'-2 3/8" 41-87/811 6"V.I.F. SDL Y White White Clad Z 205 205 Master Bath B Marvin (2) CUDH 3226 Two Double Hung 6-3 3/4" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad Mulled Units Z Y 206 206 Master Bedroom P Marvin CUDH 2826 Double Hung 2-10 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 0 207 206 Master Bedroom P Marvin CUDH 2826 Double Hung 2'-10 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad O 208 201 Hall Q Marvin (3) CCM 3226 Casement 8'-1" 2-115/8 " / 6"V.I.F. SDL Y White White Clad Mulled Units 209 207 Bedroom 3 0 Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 210 207 Bedroom 3 R Marvin (2) CUDH 2830 Two Double Hung 5'-7 3/4" 5'-8 7/8" 6"V.I.F. SDL Y White White Clad Mulled Units 211 208 Bath 3 K Marvin CUDH 3224 Double Hung 3'-2 3/8" 4-8 7/8" 6"V.I.F. SDL Y White White Clad 212 209 Bath 2 K Marvin CUDH 3224 Double Hung 3'-2 3/8" 4-8 7/8" 6"V.I.F. SDL Y White White Clad 213 210 Bedroom 2 K Marvin CUDH 3224 Double Hung 3'-2 3/8" 41-87/81, 6"V.I.F. SDL Y White White Clad 214 210 Bedroom 2 S Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 215 210 Bedroom 2 S Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 216 210 Closet S Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6"V.I.F. SDL Y White White Clad 217 206 Master Bedroom T Marvin CCM 3232 Casement 2'-9" 2'-7 5/8" 6"V.I.F. SDL Y White White Clad NOTES: 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. �kCD ARchf i PERMIT SET 12.17.07 PRELIM. MATERIALSSET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE BELLE HILL HOUSE FISHERS ISLAND NEW YORK i \ NO7FORI COSTR4CTtON-L� KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 C ( P ,> 0 O� M X N ILLI cn WINDOW SCHEDULE W w FULL SCALE a Z A502 0 PROJECT: 77 0. EXTERIOR DOOR SCHEDULE BASEMENT Rough Opening Size Jamb Casing DividedExterior REMARKS 0 Door# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding c 001 000 GARAGE A Marvin XXX Outswing Door 3'-1" 8'-6 1/2" X"V.I.F. SDL Y White White Clad 002 000 GARAGE B XXX XXX Overhead Garage Door 8'-6 3/4" 81-611 X"V.I.F. SDL Y White White Clad = 003 000 GARAGE B XXX XXX Overhead Garage Door 81-63/411 8)-611 X"V.I.F. SDL Y White White Clad 004 002 Playroom C Marvin CIFD 5066 Clad Inswing French Door 5'-0" 61-8" 6"V.I.F. SDL Y White White Clad Z J Z Y FIRST FLOOR ti c 101 101 Entry Hall D Marvin CIFD 3068/C.TRANSOM &SIDELITES Clad Inswing French Door 81- 1" 8'-6 3/16" 6"V.I.F. SDL Y White White Clad N 4 102 105 Guest Bedroom J Marvin CIFD 3070(CUSTOM PANNELS) Clad Inswing French Door 3'-2 7/16" 71-21/2-1 6"V.I.F. SDL Y White White Clad 103 106 Living Room E Marvin CIFD 3070/CUSTOM TRANSOM Clad Inswing French Door 3'-2 7/16" 8'-10 3/16" 6"V.I.F. SDL Y White White Clad 104 106 Living Room E Marvin CIFD 3070/CUSTOM TRANSOM Clad Inswing French Door 3'-2 7/16" 8'-10 3/16" 6"V.I.F. SDL Y White White Clad 105 114 Screened Porch I XXX XXX Outswing Door 3'-1" 7'-2 1/2" 6"V.I.F. Y White White Clad 106 106 Living Room G Marvin CIFD 3070/C.TRANSOM &SIDELITES Clad Inswing French Door 81- 1" 8'-10 3/16" 6"V.I.F. SDL Y White White Clad 107 101 Entry Hall G Marvin CIFD 3070/C.TRANSOM &SIDELITES Clad Inswing French Door 81- 1" 8'-10 3/16" 6"V.I.F. SDL Y White White Clad 108 107 Dining Room F Marvin CIFD 5470/CUSTOM TRANSOM Clad Inswing French Door 5'-5 5/8" 8'-10 3/16" 6"V.I.F. SDL Y White White Clad 109 108 Kitchen H Marvin CUSTOM DOOR&TRANSOM Clad Outswing French Door 5'-2" 8'-10 3/16 " 6"V.I.F. SDL Y White White Clad SECOND FLOOR 201 205 Master Bathroom J Marvin CIFD 3070(CUSTOM PANNELS) Clad Inswing French Door 3'-2 7/16" 7'-2 1/2 " 6"V.I.F. SDL Y White White Clad 202 206 Master Bedroom K Marvin CIFD 5470 Clad Inswing French Door 5'-5 5/8" 7'-2 1/2" 6"V.I.F. SDL Y White White Clad NOTES: 1. DOOR TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. -A / $ OF N— / \ PERMIT SET 12.17.07 / / \ PRELIM. MATERIALS SET 08.25.07 \ / PRELIMINARY PERMIT SET 06.22.07 \ / SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 \ / SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 �\ REVISION ISSUE DATE U OB BELLE HILL HOUSE FISHERS ISLAND NEW YORK NOT FOR CONSTRUCTION :! ,T;' Is 110(lam 00 \ 00 0 /' O O / n. O \ O 0 0 00 0 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 x - — NEW YORK,NEW YORK 10018 FAX:{775)582-1736 ' .\ \ / \11 / D OE C�/ 0 (B w O\ M X e 4 N W N DOOR SCHEDULE M r W FULL SCALE J a A503 Z o PROJECT: 77 I' U J J a U W S U S a 01/A203 A ELECTRICAL LEGEND w Q I" 02 02 01 01 S WALL MOUNT LINT IXTURE DUPLEX OUTLET A214 A213 A213 A214 A216 Ir RECESSED LIGH RE SWITCHED DUPLEX RECEPTICAL Z OUTLET, ONE SIDE ONLY Z_ + SURFACE MOUNTED LIGHT FIXTURE Y G.F.I. GROUNDED FAULT RECEPTICAL OUTLET ® UNDER CABINETS IP LIGHT QUADRUPLEX OUTLET O IC INTERCOM N FLOOR OUTLET SWITCH I� $D DIMMER SWITCH TELEPHONE IQ VOICE/DATA 3 3-WAY SWITCH O TV TELEVISION $DOOR DOOR OPERATED SWITCH sD EXHAUST FAN D SMOKE/CARBON MONOXIDE DETECTOR rlAUDIO SPEAKER of 01 403 409 01 1777� 177-771 406 II II II 01 of I I ) I / \ _ _ / \ 01 O 1 40� A215 TV ���c.o ARc f7% 40 �.. �. ` •<. . "TT & ✓� :v_ '29A 01 p2 OOR A401 ;f y0 A21 I PERMIT SET 12.17.07 01 A401 A21 1 PRELIM. MATERIALS SET 08.25.07 D2 404 PRELIMINARY PERMIT SET 06.22.07 O 0 02 SCHEMATIC DESIGN 03.15.07 0 1 02 A421 21 4D SCHEMATIC DESIGN 11.07.06 02 403 SCHEMATIC DESIGN 08.16.06 ��\ 40 01 E`E A21 SCHEMATIC DESIGN 07.06.06 \ / SCHEMATIC DESIGN 05.17.06 \ SCHEMATIC DESIGN 04.12.06 N REVISION ISSUE DATE M o ® ® O N N M __ _L BELLE HILL HOUSE N FISHERS ISLAND NEW YORK I I I R II ® I I I I i III II I 01 Ilk02 A216 I I I I I I NOT FOR CONSTRUCTION I I h SUSWOOFER 03 03 L- I 4D3 404 - L - 02 01 A405 A409 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 N 1 e O� M x 02 02 01 01 01 N A214 A213 A213 214 01 BASEME OOR ELECTRICAL PLAN BASEMENT FLOOR LLI N ® a 1'4" - ELECTRICAL PLAN 01/A201 Lu w S FULL SCALE a Z E1.00 o PROJECT: 77 I I 01/A203 A U J °- 02 02 01 01 01 cnU A214 213 A213 A214 216 W H U Q UJI L� ELECTRICAL LEGEND 10 z J WALL MOUNTED LIGHT FIXTURE DUPLEX OUTLET _z Y - RECESSED LIGHT FIXTURE 4!) SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY G - SURFACE MOUNTED LIGHT FIXTURE 04 OOz4D G.F.I. GROUNDED FAULT RECEPTICAL OUTLET ® UNDER CABINET STRIP LIGHT 1C INTERCOM QUADRUPLEX OUTLET FLOOR OUTLET SWITCH < TELEPHONE DIMMER SWITCH $ IQ VOICE/DATA 3 3-WAY SWITCH O TV TELEVISION $DOOR DOOR OPERATED SWITCH EXHAUST FAN SD SMOKE/CARBON MONOXIDE DETECTOR CM AUDIO SPEAKER \ / 01 j 409 \ 01 / 406 -- - - \ G.F.I. 6I)w G.F.I. 01 - - - - - -- - - - -- - ---- A215 4 7 \ © ® r / \ ---- -- \ � 01 01 407 REF® 1 \ I I / 215 II / I 405 8DW �p A I _ 01 VZ �' 01 ® ® FR 3d 02 OVENS , A21 1 A4o 1 M � D?0A„J , G.F.I. RA HOOD G.F.I. PERMIT SET 12.17.07 j (b 01 01 OR _ A40 A21 1 PRELIM. MATERIALSSET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 i 01 2 D Aaz1 SCHEMATIC DESIGN 03.15.07 A212 0 � -- SCHEMATIC DESIGN 11.07.06 5D oz G.F.I. RE GFI IM WINE I /i 403 SCHEMATIC DESIGN 08.16.06 db/ N I // 01 A01 "� 40 21 SCHEMATIC DESIGN 07.06.06 i' SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 \ N - — ———7' \ � REVISION ISSUE DATE m 4 / - ice- BELLE HILL __ HOUSE - p FISHERS ISLAND NEW YORK i o 0 � SD CM Lj -- --- ----- -- \ 1 02 ` I � ° ° IALl6 �— ——) LL i J NOT FOR CO,NSTRUCTi6N''.' DQ n 40 4 1 I I I I L— 03 ry 403 409 02 4os KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 1 e � t0 01 M 0 N A2124 A213 A213 214 A216 FIRST FLOOR ui 01 FI ST FLOOR ELECTRICAL PLAN ELECTRICAL PLAN 1/4' = V-0" W 2 "es, q FULL SCALE Z 01/A201 E 1.0 1. 0 PROJECT: 77 v J J a. 01/A203 A w H- 02 02 01 01 01 a A214 A213 A213 214 � ELECTRICAL LEGEND W OFo WALL MOUNTED LIGHT FIXT RE DUPLEX OUTLET Z - - RECESSED LIGHT FIXTURE SWITCHED DUPLEX RECEPTICAL J OUTLET, ONE SIDE ONLY Z SURFACE MOUNTED LIGHT FIXTURE G.F.I. GROUNDED FAULT RECEPTICAL OUTLET Y ® UNDER CABINET STRIP LIGHT ti O O O 04 =3# QUADRUPLEX OUTLET INTERCOM FLOOR OUTLET SWITCH I< TELEPHONE p DIMMER SWITCH IQ VOICE/DATA 3 3-WAY SWITCH c� TV TELEVISION `f'DooR DOOR OPERATED SWITCH SD EXHAUST FAN CM SMOKE/CARBON MONOXIDE DETECTOR rlAUDIO SPEAKER I 01 01 406 A403 I I � 01 01 I A215 40� I / \ 01 \ / 409 FAN / / �`\ 01 40 A215 �rGD ARC171 Q7 01 21 1 A4°, - \ - y Z-029.. O 01 404 \ — ---- -- -� \ OF N FAN / �� \ PERMIT SET 12.17.07 3D \ 01 01 �� I I I \� I \ �, / A4o A21 1 PRELIM. MATERIALS SET 08.25.07 L— I \ / -- PRELIMINARY PERMIT SET 06.22.07 01 02 - / °� _ '� SCHEMATIC DESIGN 03.15.07 40 \ SCHEMATIC DESIGN 11.07.06 02 . 403 i 01 01 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 — SCHEMATIC DESIGN 04.12.06 REVISION ISSUE — DATE 7� 0 0 N \ / -- -- - - -- � --- - c — �� �� BELLE HILL HOUSE \ 41 ——— — � D / FAN \\ \ / FISHERS ISLAND NEW YORK FAN ——— — III / w \. c -Af G.F.I. L L /' \\ 00 02 A216 I I I I -- - - -- \ - -- ICOT FOR CONSTRUCTION 03 `QGt, r� 03 A403 O1 409 405 KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I O 1 SECOND FLOOR ELE TRICAL PLAN I--� 1/4' = 1'-0' O C M x 02 02 01 01 01 N A214 A213 A213 A214 A216 SECOND FLOOR LLi 011 a ELECTRICAL PLAN W J FULL SCALE a ZE102 o PROJECT: 77 11 U J J (L H U W F- 2 C) Q LL W 2 FIO-8-1 KITCHEN z J Z Y GAS RANGE ti 0 N GAS WALL OVEN GAS WALL OVEN 1 ST FLOOR (N) GAS RISER 02 GAS RISER DIAGRAM NOT TO SCALE I I � i I � I I � I I I I I I I I I I I I I I I I I � ---------- -------------- I ' 20y BATH 2 208 BATH 3 ' 202 LAUNDRY ROOM ' ' zoo BATH a ' ' O ' TUB/ 1 205 MASTER BATH TUB/SHOWER i i i SHOWER i TUB TUB/SHOW�R TO I LET ' Fl/2" 2j"ll LAVATORY GRG p ARS iLAVATO RY ' LAVATO RY I I I I I I C;' Jv' •� �) LAVATORY I 1 SINK I 1 TOILET TOILET WASHING i i LAVATORY, TO MACHINE i i ' 2.. SHOWER — --- ---7---- ,_ — I —i-- --?--- Tk\ a - I r I I —r— _ I ---r— I r -- I I I1112 11112 2 i i 1 112 1 112 2 I 1 112 I 12 1 "I I I I " n "I ! )11112" i 1112 1112112' fiOF N��`�•;�2ND FLOOR O i 71 I 1 2" 2" 4" I 2" 2" 4" 1 3° 2" 1 2" 4" 2" 2" %" ,12 4" 2" PERMITSET 12.17.07 C•O•I i i i C•0.1 I C.O. 4,. C.O. -------------- 4" ---- 4"4 PRELIM. MATERIALS SET 08.25.07 (N) BUILDING STACK i i -------------------------, � _-----------------------__ (N) BUILDING STACK PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 1 ' 1 SCHEMATIC DESIGN 11.07.06 I I I I 1 I I I I I 1 I I i SCHEMATIC DESIGN 08.16.06 I i I I 1 SCHEMATIC DESIGN 07.06.06 1 1 I 1 I 1 SCHEMATIC DESIGN 05.17.06 I I I I I I I I I I I I I I I POWDER ROOM 3 i Ilo PANTRY i 108 KITCHEN �_-- 13 MUDROOM Ice BAR i 103 POWDER ROOM 2 of GUEST BATH i SCHEMATIC DESIGN 04.12.06 DISHWASHER i ------------- i i TOILET 1 i LAVATORY DISHWASHER TOILET i I REVISION ISSUE DATE TOILET i i SINK i SINK i SINK i LAVATORY i I 1 i I 1 LAVATORY ' TUB/SHOWER IIiII B— SINKELLE HILL HOUSE SINK WASHING MACHINE 2' 1 FISHERS ISLAND NEW YORK � 1112" 12" 11112" 1112" 11112" 1 " -- i1 ' '2. 11122I1121112111!2111121111211112 1ST FLO 1 J2n 4" 2.. 2n 2.. 2" 2.. I 3.. 2.. 2n 4" 2.. 2.. 2,. 4" i C.0. 1 I ' 4 1 4" 4, i C.O. C.O.I 4n 4' i 4" 4" (N) BUILDING STACK (N) BUILDING STACK i �~' � NOT FU�;T OR CONSTRION° I � I 1 I � I � I � I I I I 1 I I I I I I I 1 I I I if c I I KINLIN RUTHERFURD ARCHITECTS PLLC (N) VENT STAC K�y j 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 F.A. i I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I SHOWER ooh BATH i o03 POWDER ROOM 1 I ' C.O. C.O. LAVATORY ' 4�� i LAVATORY I 4" TOILET i TOILET 4 TO SEPTIC, SEE I ATTACHED SITE AND __ ' I _ SEPTIC DWG — — J r_ _ --i-- 2" -- --___ I 1 112"i ,1 112" 2"i 11/2"1 2" I PUMP PUMP 1 C1 M 1 x BASEMENT 1 N2.. 2.. 4" C.O. 2.. 4nl C.O. L_J _ PLUMBING DIAGRAM W N vn 4" 4" w Lu y FULL SCALE J Z 01 PLUMBING DIAGRAM �� Z P aNOT TO SCALE 1 o PROJECT: 77 I, U J J a U Ll H 2 U 01/A203 A = 02 02 01 01 01 214 A213 A213 214 A216 Z J Z Y 105'-9" 0 17'-4 1/2" S-9 '1/2" 31'-9 1/4" 46'-9" 6'-0 3/4" p 9'-2 1/4" 8'-2 1/4" I -13'-6" -10'-10" i ELEV. 90'-0" ELEV. 92'-8" ELEV. 90.00 \ j ELEV. 92.667 F7 —5 7 I _ r ELEV. 92'-8" .\ ELEV 9'% 6F7 _7 ELEV. 90.00 — — — —� -6'-0„ 01 ❑ = ❑ ELEV. 97'-6" ELEV. 97' ii — A215 �, ".4- L_ _ — � / ELEV. 97.50 ELEV. 97.50 FCD S-0" 12-1 _ -10'-10" LEV. 92'-8" -11'-4" :-LEV. 92.667 ELEV, 92'-2" ELEV. 92.16 - _ 49'-9 3/4" `) 01 A215 ED 1RC = c ELEV. J2o _--8"�\ ELEV. 92.667 ' I LL O O O Q^ p,67 /01111 1� 1,A211 y — 24'-4 1/2" _p" 12'-8 3/4" OF IJE'ra H ELEV. 92'-8'' - 1 01 PERMITSET 12.17.07 rn N ELEV. 92.667 00 iL ELEV. 92'667 \, 'r' A211 \ 41 � PRELIM. MATERIALS SET 08.25.07 � PRELIMINARY Lo PERMIT SET 06.22.07 I - - 01 3'-Q" 21'-0 1/4" S-p" ° 21'-9 1/2" ° "' 3'-0' "' o� co I ' 22-3 1/4" 6'_10" I I SCHEMATIC DESIGN 03.15.07 A212 — i� Ln o SCHEMATIC DESIGN 11.07.06 FLEV �" — -11'-10" SCHEMATIC DESIGN 08.16.06 ELEV. 90.00 - ' ELEV. 91'-8" 01 ELEV. 91.567A212 7 � � N SCHEMATIC DESIGN 07.06.06 Ln N 1 o SCHEMATIC DESIGN 05.17.06 co B — — — — — — — — — _ — ° ❑ / — — — — — — — — — — _ — — O SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE ELEV 92 667 �. \` o) BELLE HILL HOUSE 1/ -10'-10"/' FISHERS ISLAND NEW YORK 10'-9 3/4" 3�p" 45'-5 1/2" ELEV. 92'667 3'-p" -10'_10" M ELEV. 92'-8" r ELEV. 92'-8" ELEV. 92.667 ELEV. 92.667 02 �❑ - o — ❑ J �, A216 CN V LL CO CONSTRUCTION 41 -10 ELEV. 90'-0" ELEV. 90.00 -11'-4" \ -10'-10" _ �n ELEV. 92'-2" ELEV. 92'-8"ELEV. 92.16 ELEV. 92.667 L ELEV. 92'-8" 7,-8" ELEV. 92.667 KINLIN RUTHERFURD ARCHITECTS PLLC 10'-4" 31'-11 1/4" 6'-6 1/2" 38'-1" 8'-0 1/4" 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 4r L#_ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 94'-11" I I 00 02 02 01 01 01 M 214 A213 A213 A214 A216 x N ® A 01/A201 FOOTING PLAN N 01 FOOTING PLAN w V 1/4' - V-0• x FULL SCALE siolZ o PROJECT: 77 r U J J a U W H 2 U Q D 01/A203 A W v 2 H 02 02 01 01 01 Z 214 A213 213 214 216 J Z Y ti O civ 15-2 1/2 i 5-11 1/2 29-71/4 8-101/2 28-2 1/2 � 5-1 3/4 8'-1 1/4" 7'-1 1/4" 7'-1 1/4" 22'-6" ELEV. 102' 3-7/8" 8'-11 3/4" 9'-4" 9'-4" 7'-7 1/2" 7' 5 1/2" / ELEV. 102.260 — — — — — — — — — — ELEV. 98' 1-3/8" ELEV. 102' 3-7/8 EL V 93.115 ELEV. 10 .260 r -8' 1-7/8" 10" - - - - - - - - - - - - - - - - - - - - - - ELEV. 95' 4-1/8" EEEV. 95.343 I — - - /) I L_ —�I _ 1 -1'-5" -1'-5" -1' 7-1/4" -1' 7-1/4" -1' 7-1/4" �, ELEV. 101' -1" ELEV. 101' -1" ELEV. 101' -1" ELEV. 101' 10-3/4" ELEV 101' 10-3/4" ELEV. 101' 10-3/4" 01 I ELEV. 1 0).u84 / ELEV. 10"2.084 / LEV. 102 4 L V. 101.895 ELEV 101.895 ELEV. 101 895 A215 I - - - -� - - - - - - - - - - - � — — Fff Fff I_ - I I R I x _ -1' 2-1/8" - - - - - - - - - - - - - - - - - - - - - - - — — � — LI- 1'- I -1' 2-i/8" -8' 1-7 8" ELEV. 102' 3-7 8" I � 1, 2„ 1,-2>, 1,_2„ - I i ELEV. 102 3-7/8' ELEV. 95' 4-1/8" ELEV. 102.260 0" - - - J ELEV. 102.260 ELEV. 95.343 I I I I I 10�' I �, 01 4��n f1R�, L — — — — — 8 — — — — — — — — — — — — /a ELEV. 102' 3-7 8" -1' 2-1 8 -� -1'-5" 1 - fK•y k, L V. 102. 6 I I ELEV. 102' 3-7/8" ELEV. 10� 3-7/8" ELEV. 101 1" I 'c?" '` � L 1 / O O O I I ELEV. 1u2.260 — — — — — — — — — — — — — ELEV. 102.200 — —� — — — — — — — — ELEV. 102.084 _ _ . r.. � ' 7'-7 1/4" 3'-2 q/4" EL EV. 91' 6-7787 o — ' -I -3'-g„ i� .��.p29.Q.`�-'`�G� ELEV. 91.572 L- — — — 10" _ ELEV. 99'-10" TFp ' 01 — — - - - - - - - - - - - - i I ELEV. 99.833 A211 -1' 2-1/8" I o lo ' l I I I � - - - - - - - - - - � - - - �' ELEV. 1 12.260 I SEE FOR HEIG TS AT FOUNDATION I 1 - `D / I I J LL T-6 1/4" OF EIREP ACE I I PERMIT SET 12.17.07 75'-4 1/4" 10" CD L - - - - - - - - - - - - - - J /01 PRELIM. MATERIALS SET 08.25.07 -co ! I � A21 1 -}- PRELIMINARY PERMIT SET 06.22.07 -1' 7-1/4" ELEV. 91' 6-7/8' o -10 6 I I I 101' ELEV. 101' 10-3/4" SCHEMATIC DESIGN 03.15.07 ELEV. 91.572I I O ELEV. q3'-D" I O 1 O - - ELEV. 101.80-5 01 c ELEV. �du0 I I I I I SCHEMATIC DESIGN 11.07.06 Ln 1'- co A21 = I I I I SCHEMATIC DESIGN 08.16.06 10" 25'-7 1/4" �,_p„ 4,-3„ — ,_p„ — — — — — — — — — — � 43'-6 1/4" I 01 SCHEMATIC DESIGN 07.06.06 z I ! II II o — 2o SCHEMATIC DESIGN 05. 17.06 ELEV. 102'3-7/8 \ ELEV. 10260 SCHEMATIC DESIGN 04.12.0610 C'4 REVISION ISSUE DATE _ c8°� p B oo ELEV. 102' 3-7/8" 10 ` NI a' ELEV. 102.2b0 0 Ln - - J L - - - - - - - - - - - - - - - - - � � - _I ' BELLE HILL HOUSE 11-1/8" I o ELEV. 101' 10-3/4" D ELEV. 101.895 � ELEV. 91 6-7/8" 1� O I O FISHERS ISLAND NEW YORK 1 ELEV. 91.572 I . — — - I1 - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - � O I I I ELEV. 99'-10" I I I -2' LEV. 99.833 2 -1' 2-1/4" I I ELEV. 101' 3-7/e' F ELEV. 102' 3-7/8' I Ln I I — — — / ELEV. 101.260 ELEV. 102131 a -1' 2-1/8" I I ,� I ' -1' 2-1/8" I ELEV. 95'-2 02 — — F7— — _ / ( I l/ ,. 7-8 1/2 I „ I ELEV. 95.166 N �— 1� ELEV. 102.2b07 8 — — — — — — - — / ELEV. 10�'�60 a „ _ _ CD v 10 % (NOT FOR CONSTRUCTION - - - ' I a o — — — 1 — _ 8" I ELEV. 102' 3:: — — — — — J o — — — -I10" . ELEV. 102.260 I � � I 0 10'-4" 29'-9 1/4" 8'-8 1/2" -2 S'-2 1/4" 0. KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 J 1 ZD x 02 02 1 01 01 01 N 214 A213 213 A214 216 v� 01/A201 A FOUNDATION PLAN 01 FOUNDATION PLAN 1/4' _ 1'-0- FULL SCALE S102Z o PROJECT: 77 U J J a 0 U w H- S U c01/A203 A 0: 02 02 01 01 01 _ A214 A213 1 A213 214 A216 Z J Z Y O O N (2) 1%" X 117/" LVL RIMJOIST (2) 134" X 11%" LVL RIMJOIST �\ I i I �2) 1 " X 9 " LVL 2x10 RIMJOIST 01 _ A215 2 " X 11 �" #23C TJI " Of 2 " X �" 230 TJI 1 0.G J IX10 @ 1 " 0. ! 01 z> A215 2 11 u230 TJI 16 O.C. 8 # 1 .c`p,FD ' PA LLA PS �- (/l A21 1 (2) 4" X 11%" LVL IMJO ST �y �: 29r�?,.yC�� LLJ LLJ - (2) 2 X 11 , # 0 T GFN.0 (3) 134" X 92" LVL RIMJOIST z� cr- N d ^� _ 2 X 11 71 230 TJI 1 " 0. O 1 PERMIT SET 12.17.07 —j X — A21 1 PRELIM. MATERIALS SET 08.25.07 x 5 X 11 �" PARALLA PSL PRELIMINARY PERMIT SET 06.22.07 O1M X10 16" .C. SCHEMATIC DESIGN 03.15.07 SCHEMATIC DESIGN 11.07.06 2 s X 9 2 230 TJI 1 0. x 01 SCHEMATIC DESIGN 08.16.06 3 1/ X 9 LVL 212 SCHEMATIC DESIGN 07.06.06 N 1 " X Ll w/ ) g" Id�STE PL ES W 11163 / - - - SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 REVISION ISSUE DATE \`� 5 x 1 $' PA LL PS 14' x 1 7" L W 2 i ' 4EL �IAT�� o BELLE HILL HOUSE Fi[li IH'J�l N / x - 1 �,. X 11 3/" VL — — o N FISHERS ISLAND 2 X 11 q" 230 JI 1 " 0. (2) %" 11%' LVL NEW YORK 2 14 X11 L 2 ' X9 " # OTI @16" 0. / \\ 02 9 2 TJI 2 s X 1 #23 Til 1 " 0. . A216 JAd OR ,NOT FOR CONSTRUCTION 3 1 X11 LVL NOT (2) 1%" X 9g° 2 134" X 113/" LVL RIMJOIST LVL RIMJOIST I __- (2) 134" X 113/" LVL RIMJOIST KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 C's 02 02 01 01 01 M 214 A213 A213 A214 A216 x 2 AI N 01/A201 a FIRST FLOOR w 01 FIRST FLOOR FRAMING PLAN FRAMING PLAN N 1/4° - V-0° N w S FULL SCALE S 1.11. Z c� o PROJECT: 77 F a01/A203 A N I- 02 02 01 /0T 01 = A214 A213 213 214 216 U Q S LL W S F- Z J Z Y ti O N I I I I i - - ---- -- -- ----- - - - (2) 18" X 11�/B" LVL RIMJOIST I 01 5 4" X 9 4" PARRALAM PSL I A215 F7 L-j I I 216 X 11 e" #230 TJ16" O.C. 2 10 16" C. (2) 13/4" X 11 8" LVL RIMJOISTro « p�� W6X19 2 16" X 11 " #230 TJ I 6" O.C. NA215,r \ i , ��H c Til Ej (; 6 I 3 " 7 P' 2 1 X 11 LVL RIMJOIST 01 / / J A211 Z j ) 2 " X 1 " #23 TJI 2 X 1 Q 16" O.C. (2) 2 16" X 11 $" #230 TJ \ PERMIT SET 12.17.07 PRELIM. MATERIALS SET 08.25.07 7" x 18" 2.0E PARAALAM PSL (2) 1 X 11%" VL 01 A211 PRELIMINARY PERMIT SET 06.22.07 I _ I 2 X 11 $" 230 JI 1 " 0. 2' SCHEMATIC DESIGN 03.15.07 4^01 J � SCHEMATIC DESIGN 11.07.06 A212 (2 1%" 11 " LA SCHEMATIC DESIGN 08.16.06 3 " 7 " 01 SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 ( 1%' X 1 8' LL ¢ X SCHEMATIC DESIGN 04.12.06 a REVISION ISSUE DATE B 5 " X 9 4" PARRALAM PSL BELLE HILL HOUSE o O � II II FISHERS ISLAND NEW YORK O 16" 11 #2 TJI " C. 02 \`•%� �.� li 216 �' i� • \ FNOTR CONSTRUCTION � . G I (2) 18" X 118" LVL RIMJOIST I IJ KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I 02 02 01 01 01 A214 A213 A213 A214 A216 M 01/A201 A x SECOND FLOOR W O 1 SECOND FLOOR FRAMING PLAN 1/4" 1'-0" FRAMING PLAN N _ y H W W FULL SCALE J Z 51.21 Z a o PROJECT: 77 01/A203 A n U W ~ I x U Q D 02 02 01 01 01 w A214 A213 A213 A214 216 x x Z J Z Y ti O O N I 01 A 215 — — — — — —� — — 'pz= j iiTI I FT H�l j. i �- - - T - - I .c�Aa i 0 D"%, OF A21 1 r E I 01 PERMIT SET 12.17.07 A211 PRELIM. MATERIALS SET 08.25.07 PRELIMINARY PERMIT SET 06.22.07 LL L O1 A21 � SCHEMATIC DESIGN 03.15,07 SCHEMATIC DESIGN 11.07.06 01 A21 2 SCHEMATIC DESIGN 08.16.06 \� SCHEMATIC DESIGN 07.06.06 ��_ �� � SCHEMATIC DESIGN 05.17.06 SCHEMATIC DESIGN 04.12.06 O / \ \ \ \ \ O REVISION ISSUE DATE - ILo BELLE HILL HOUSE FISHERS ISLAND NEW YORK ii 02 L — 216 - - - - - NOT FOR CON, TF8UCT60�! F I I KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I 02 02 01 01 01 A214 A213 A213 A214 A216 .p cl cc 01/A201 A ROOF N N ROOF FRAMING PLAN 01 in ,/4' = FRAMING PLAN W W N FULL SCALE J Z S131 a It PROJECT: 77 U J J H U W F— U Q O 01/A203 A L Lu 02 02 01 01 01 A214 A213 A213 A214 A216 Z J Z Y ti O N Q I 2'�8 112" MA 0� NRY OPENING DOUBLE FLAT 2x6 HEADER I-DOUBLE 2X HEADER z - a 2 " INSULATION SPACE 01 l A215 "o > I � � z 0 DOUBLE FLAT 2x6 HEADER I 01 A215 tc� D AF;nh' 3'-2 01 Mf AtONRY A21 1 ., +c`� KING STUD PERMIT SET 12.17.07 TRIMMER STUD 01 PRELIM. MATERIALS SET 08.25.07 A211 DOUBLE 2X HEADER 2 2" INSULATION SPACE PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 01 A21 2 SCHEMATIC DESIGN 11.07.06 SCHEMATIC DESIGN 08.16.06 01 SCHEMATIC DESIGN 07.06.06 A21 SCHEMATIC DESIGN 05.17.06 KING STUD SCHEMATIC DESIGN 04.12.06 TRIMMER STUD i B REVISION ISSUE DATE O HOU BELLE HILL E D DOUBLE 2X HEADER /: ❑ o S 2 INSULATION SPACE 0 N Z FISHERS ISLAND NEW YORK cV W CL O I = ZD c� KING STUD DOUBLE 2X HEADER \� 2 " INSULATION SPACE \ o 02 I "LoCD NOT FOR CONSTRUCTION ` KING STUD I = cV C7 O ry I KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I W M 02 02 01 01 01 x A214 A213 A213 A214 A216 N ® a BASEMENT N 01/A201 FRAMING DETAILS w Lu v, 01 BASEMENT WINDOW AND DOOR FRAMING a 1/4' = V-0• FULL SCALE Z S14 .1 o PROJECT: 77 II — v J J a U W _H 2 V fY 4 D W = 01/A203 = A Z 02 02 01 01 01 z A214 A213 A213 A214 A216 Y h O O N ot 3'-2 3/8" 6'-3 3/4" 3'-2 3/8" ROUGH OPENING - _4 CIO 3'-10 3/8" L# S-10 3/8" Lo r`' KING STUD ROUGH OPENING ROUGH OPENIN ROUGH OPENIN i TRIMMER STUD x z DOUBLE 2X HEADERDOUBLE FLAT 2x6 HEADER sl 01 M w 2 " INSULATION SPACE ryc'coKING STUD A215 M O N cn o TRIMMER STUD ❑ ❑ ❑ ❑ ❑ ❑ o' _ z 00 \ � 0 01 `i 0 5'-3 3 4" To / I 8'-1" 5'-3 3/4" ; ❑ti ROUGH OPENING ROUGH OPENING ROUGH OPENING W6X19 , l 8'71 iA 6'-3 3/4" F-- 0^1 01 ROUGH OPENING co Z CD PERMIT SET 12.17.07 \ N = I � PRELIM. MATERIALS SET 08.25.07 01 '\L211 PRELIMINARY PERMIT SET 06.22.07 F SCHEMATIC DESIGN 03.15.07 C., `\� SCHEMATIC DESIGN 11.07.06 01 A212 SCHEMATIC DESIGN 08.16.06 SCHEMATIC DESIGN 07.06.06 ❑ 01 SCHEMATIC DESIGN 05.17.06 Ll= A21 _ SCHEMATIC DESIGN 04.12.06 OREVISION ISSUE DATE _ BELLE HILL HOUSE KING STUD ❑ FISHERS ISLAND NEW YORK IDv - TRIMMER SLfUD - O z N 0 O n DOUBLE FLAT 2x6 HEADER N C9 00 LLJ 02 A216 NOT FOR CONSTRUCTION KING STUD TRIMMER STUD DOUBLE FLAT 2x6 HEADER 7'-7 3/4" 3'-1" 3'-1 ROUGH OPENING — — ROUGHOPENING - - - -- 3'-2 3/8" S-2 3/8" 3'-2 3/8" S-2 3/8" S-2 3/8" KINLIN RUTHERFURD ARCHITECTS PLLC f 41 �, 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I N e .ice t0 G1 M X N02 02 01 01 01 FIRST FLOOR N A214 A213 213 A214 A216 FRAMING DETAILS ® A w 01/A201 01 FIRST FLOOR WINDOW AND DOOR FRAMING FULL SCALE Q 1/4• = r-o' Z S151. 0 PROJECT: 77 U J J a U 01/A203 A U 0 02 02 01 zi� zi A214 A213 A213 A214 A216 W H _, Z Y h O O N I 5-7 3/4" ROUGH OPENING I 01 KING STUD NA 215 TRIMMER STUD DOUBLE 2X HEADER 2 " INSULATION SPACE q DOUBLE 2X HEADER Imo- \ 2 J" INSULATION SPACE M o N o ,"2'-'1 3/8", 5'-5 5/8" 2'-10 3/8' 6'-3 Y3/4'� "' _ �, � �� ROUGH OPENING '� TRIMMER STUD 01 c� �\` KING STUD ,215 \,L21 1 ROUGH OPENING Op 01 N A21 1 z w �, PERMIT SET 12.17.07 CL 0 CN � \ PRELIM. MATERIALS SET 08.25.07 01 =>21 ,C) L PRELIMINARY PERMIT SET 06.22.07 SCHEMATIC DESIGN 03.15.07 00 A21 SCHEMATIC DESIGN 11.07.06 N I SCHEMATIC DESIGN 08.16.06 M SCHEMATIC DESIGN 07.06.06 SCHEMATIC DESIGN 05.17.06 j // ---- N SCHEMATIC DESIGN 04.12.06 � , II o D Q REVISION ISSUE DATE N oo Z � \ C 0 BELLE HILL HOUSE N = I CD � 0 FISHERS ISLAND NEW YORK KING STUD `' 02 TRIMMER STUD \ IT LDOUBLE A216 DOUBLE FLAT 2x6 HEADER STUD LA7 2x6 HEADER Fv (' 'NOT FOR CONSTRUCTION 3'-2 3/8" S-2 3/8" 3'-2 3/8" I r OUGH OPENING3' _ I I -2 3/8" I_ 3'-2 3/8" _ 3'-2 3/8" I I KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET, SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 02 02 01 01 01 A214 A213 A213 A214 A216 M 01/A201 x N SECOND FLOOR W N FRAMING DETAILS N F- W W_ J 01 SECOND FLOOR WINDOW AND DOOR FRAMING FULL SCALE Z5161CD o PROJECT: 77 I