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Town of Southold 1/11/2017 P.O.Bog 1179 Go, . 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38776 Date: 1/11/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Oriental Ave, Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-12-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2015 pursuant to which Building Permit No. 40167 dated 10/13/2015 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: INTERIOR ALTERATIONS AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED The certificate is issued to 1499 Oriental LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40167 10-27-2016 PLUMBERS CERTIFICATION DATED 12-12-2016 Glenn Gello Aut&fized Signat .rte TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE CA o • ,i 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#: 40167 Date: 10/13/2015 Permission is hereby granted to: 1499 Oriental LLC C/O Lau Associates LLC 20 Montchanin Rd Ste 110 Greenville, DE 19807 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: _ Oriental Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-12-7.1 Pursuant to application dated 9/28/2015 and approved by the Building Inspector. To expire on 4/13/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $996.40 CO -ALTERATION TO DWELLING $50.00 Total: $1,046.40 Building Inspector Form No.6 r', ( , 1= - ; I TOWN OF SOUTHOLD I II BUILDINGTOWN HALLDEPARTMENT I OCT 5 2015 %,, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC 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 requirpments. 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 Fa�U)/-)7 Date. ln,��19 /5'9 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1999 C� °�j+Gl I AVP House No. Street Hamlet Owner or Owners of Property: Nvl`"I Cl e'll* tl I L .® Suffolk County Tax Map No 1000, Section 604 Block Lot Subdivision Filed Map. Lot: C Permit No. L[ 0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ CO U Appli at Signature �,� �04664 env Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Riegel (1499 Oriental LLC) Address: 1499 Oriental Avenue City: Fishers Island St: New York Zip: 06390 Budding Permit#: 40167 Section: 9 Block. 12 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches P20 Twist Lock El Exit Fixtures TVSS Other Equipment: 1-Paddle Fan, 2- Exhaust Fans Notes: Inspector Signature: Date: October 27, 2016 0-81-Cert Electrical Compliance Form.xis V:FU 'C, TEL. 765-1802 a�0 OG TOWN ® �OiJ ®I,I� •'' �c OFFICE OF BUIL I INSPECTOR P.O. BO 28 � 0' TOWN A L SOLITHOLD, N.X.° 11971 -DEC 19, •Z016 ° BUILDINQG DEFT. TOWN OF S&TH®LD C E R T I F I C A••T I O 14 Date • a7 /a tuilding Permit No, V Owner 1ILM. (please print) Plumber ( eh4 (please print) I •certify haat the solder used in the grater supply system contains less 'than 2/10 of 10 .lead° (p],,u er°s signature) Sworn to before sae this day of - �z >� a, rry_ Public ' .Notary •Publico �� Ccuaa�y mol x '03 ' r ® � OF SObTyo �o cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I N-SPECTON [ ] FOUNDATION 1 ST ROUGH PLUMBING [ IF O DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL : [ ] FIREPLACE A CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE -' ® INSPECTOR SOOjyolo ��y00UNT l,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Vc G�� o �. 6iz2&e--1 DATE INSPECTOR Of SOUl�olo y o TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l DATE INSPECTOR ' OE SOUlyo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINA f+&) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ®/� C•�- c DATE �8 �6 INSPECTOR ' form,"I.131 a Ate Xf UP STATE E�MRGY - -rara 11 •m PF IN rte,%, _ in MIN �� � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Heel SOUTHdED,NY 11971 3 sets of Building Plans TEL: 765-1802 /f Survey PE IT NO. K Q Check Septic Form 7 0 j N.Y.S.D.E.C. j� Trustees Examined ,20 Contact: Approved ,20� � � ���� �� Mail to:� �Y(`{'�t� -cyK=� Disapproved a/c 4LDG DEpr Buildirig Inspec APPLICATION FOR BUILDING PERMIT ��11 Date ���� "T , 20 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 buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not becommenced 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 a Certificate of Occupanc is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or,alterations or for removal or demolition as he_rP;n 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises d l 4 L� (as on the tax roll or latest deed) If applicant i corp ation, signature of duly authorized officer (Name anvItle of corporate officer)=' Builders License No. 93 —A/ Plumbers License No. MP Electricians License No. Y 79-�F- h9C-7 Other Trade's License No. Yll 71 — .L CEJ 1. Location of land on which proposed work will be done: /Y 9 I House Number Street ; , Hamlet County Tax Map No. 1000 Section 607 Block,' ,-, ••j Z.- Lot r7 e f 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 i b. Intended use and occupancy lGG t 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work dw (Description) 4. Estimated Cost ° Fee t yr 8 S L' o (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded �� Will excess fill be removed from premises: YES �N 14. Names v^f 0VJiier of"remises n � o JG� n GX Address 'hone No. '� 2-(e.S7o'32-IM Name of Architect,- ALA0— f- 77 Hux,,A Address l"'2 We$4 No f?17— SES'/ Name of Contractor , ,�-� Cin �° Address Pc & 7—:2 Phone No. to-3/ 7 98 ' 7,8S'7 F1 S1'.V'f A&-d A&-dOVY, 15. Is this property Within 100 feet of a tidal wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES 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. STATE OF NEW YORK) , COUNTY OF r� ✓� �h��� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ,S)He is the (Contractor,Agent, Corporate Officer, etc.) )f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ,hat all statements contained in this application are true to the best of his knowledge and-belief; and that the work will be )erformed in the manner set forth in the application filed therewith. F - , Sworn to before met ' J0 day o - 20 t' o ry Public i re of Applicant, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN,13�w.LL Board of Hedlffi SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form _ N.Y.S.D.E.C. �E Trustees Examined ,20 D r1 1 Contact: Approved ,20 SEP 2015 I Mail to-.-,445to-.-,445s Cc, MJ -TQC, Disapproved a/c Po 56K -2-02- d�r`Ci�SL��'S Q kms( BLDG DEPT OF";Oti I 110M Building Inspector APPLICATION FOR BUILDING PERMIT N Date , 20 1Y 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 buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupanc is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The -applicant agrees to comply,with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 2- -e7 .. (Signature of applican r name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (Jr*1 6074rad6lll Name of owner of premises - (as on the tax roll or latest deed) If applicant iscorpor on,Azatuerof ly authorized officer (Name and ti of corporate officer) Builders License No. A/IS9 3- A/ Plumbers License No. 3 yY ol-S'- N Electricians License No. 417?k - Other Trade's License No. Y// 7/ - 1. Location of land on which proposed work will be done: mn q--i r-n t a e ALA-, House Number Street Hainlet . County Tax Map No. 1000 Section ®� Block ^ln { Lot 'y Subdivision Filed Map No: Lot (Name) _ `, _J State existing use and occupancy of premises and intended e and occupancy of proposed construction: a. Existing use and occupancy ft� � F�1 14 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration V/' Repair Removal Demolition Other Work 4e4z,-d-d (Description) 4. Estimated Cosmoy o 29 Cf-D Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units NuffiT,b fi�dV ITI'ng units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded /Vo Will excess fill be removed from premises: YES NO 14. TIa es cf O`r'vnir cl pr-rn, -e- S-0 /�. S-0/u, F .q ,� 2,� Address SK r Y'61cia.s'in DF Phone No. �✓02 'Tv� �`L�Z Name of Architect ,/1,,Q .- •1-7'('R-� Address2&2-WVv-rb,Sf Xs ,.,phone No ��7� 5/a 5-71/o Name of Contractor7—fS CWfrLa_h y ;;,v, Address P,#13.,rA2 Phone No. G V—7?9 - 7;79'7 OF F . 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES 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. STATE OF NEW YORK) COUNTY OFAAj_. /�U_mAS `1 �0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ,S)He is the (Contractor, Agent, Corporate Officer, etc.) )f said owner or owners,.and 1s duly authorized to perform or have performed the said work and to'make and file this application; .hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. Sworn to before me th Q. 3 da of`" 4 20 PS_ _ tarpv PublicSi re of Applicant 1 ' r i *pF SO/j�hol� Town Hall Annex Telephone(631)765-1802 54375 Main Road v, (631)765-g50� P.O.Box 1179 �o roger.richert �own.southo d.ny.us Southold,NY 11971-0959 D BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � 1 Date:1 a Company Name: , Name: r " " grit 3PAO, License No.: _ - Address: . O , Q Phone No.: 20 _ JOBSITE INFORMATION: (Indicates required information) q , ,� *Name: I t�% - ®del,&tc c L LC Address: tom'[-fit Ave- 177 S MIs .Ts[0-4.6Q *Cross Street: `Phone No.: Permit No.: f?/ ro "7 Tax Map District: 1000 Section: Block: Iv2 Lot:— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' V, v%e.V,_0 , , (Please Circle All That Apply) J *Is job ready for inspection: YES(�' ough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ,2--�Q, 3 82-Request for Inspection Form �J 1��� T— i� , F � � � . III ! ii ` � ' li � � X11 - - � � � � c<< � �. � . ��.. � '� o��.? Al R ww i La Fwaml- _. •• IWO to wl. } Or - - F• wM r /_k� � '•MAA •V r IF ` y �n �.e... .e.._ _-_.. ._ .. / � �.._.. �. a_•M +.�rrnwe.Mwr:'+iu.r.M�pr. .�..M►.r ,:W. s 4 i :- i hk �' r f FED .� EP 292015 I September 25, 2015 Southold Building Department CM E Town of Southold PO Box 1179 Southold,NY 11971 Architecture Re: Riegel property-Fishers Island SCTM— 1000-009-12-7.1 Engineering 1499 Oriental Avenue&Ettrick Street Planning Land Surveying To whom it may concern-: Environmental Services We have completed surveys for the two projects being proposed at the captioned site and enclosed are 4 copies of each map for your use. It is our understanding that Z & S Contracting has filed permit applications for these projects. Please contact me if you have any questions. Yours trul/use, _- Ri ar . SL.S. I Vice President Natural Resource Management Email.rstrouse0cmeenaineerina.com Cc: Eric Rochon Albert, Righter&Tittmann 262 Washington Street 2nd Floor Boston, MA 02108 CME Associates Engineering, Land Surveying,&Architecture,PLLC. `tm 860.928.7848 ® www.cmeengineering.com ft 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence. In All We Do. Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631)788-5600 October 13, 2015 / ` 1 Town of Southold Building Department - P. O. Box 1179 / Southold,NY 11971-0959 To whom it may concern: Enclosed is a check for permit in the amount of$1,046.40 for our customer #1499 Oriental, LLC. If any further information is needed please call us at(631) 788-7857. Sincerely, tk Thomas J. Shillo Z & S Contracting, Inc. ®��OF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 ® Q Southold,NY 11971-0959 December 8, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Z&S Contracting PO Box 202 Fishers Island NY 06390 Re: 1499 Oriental LLC TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. JFinal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40167 —Add/Alt u V I= O - 7 2016 CT Page # 1 ' ``��• BUII.DING DEl''T. Bethel,CT Branford,CT TOWNprXP,%3HOLD Lewisboro,NY (203)797-1212 (203)488-3551 (203)655-2525 (914)533-2517 :'0. Box 714 (800)797-6511 (866)758-3551 (800)390-1000 (888)533-2517 Mantic CT 06357 T: 860-739-5441 New London,CT New Milford,CT Niantic,CT Wilton,CT " F: 860-739-5822 (860)439-0155 (860)355-5566 (860)739-5441 (203)761-1000 f t (866)439-0155 (888)350-8966 (800)303-6526 (866)842-7883 TRANSACTION,,.- -TYPE e Invoice * * ,'S,TORE Char g LIKE US ON FACEBOOK * * * Niantic, CT REPRINT REPRINT REPRINT REPRINT '.BILL`TO:;` r_ _-`, z-'- =__-- - _ __ __ `_ SHIP TO:=- Z & S CONTRACTING P.O. BOX 202 FISHER'S ISLAND FISHERS ISLAND NY 06390 FISHERS ISLAND NY06390 631-788-7857 CUSTOMERTRANSACTION`_ =- - = _ CUSTOMER ='CODE_= DATE - : _,;NUMBER'•R-,--T-- "`_PURCHASE ORDE_R'N_UM_BER;',,Y, _ SAL"'ESPERSONF EZSCONT 01/29/2016 946731 08:45 RIEGEL z 96 -David Lee -, - - - "ORIGINAL -_ - ----- - ---- -- -- -- -__ --- - -_ - _- -- - -- _ _ AP-PLY-T.O - - - _ _ _- __ -_ _ = -_ _ ORDER"DATE.;:ORDlQTE.NO.; s _:_ __- _ -- _ _ .-TERMS'`,=4=== <k<'_ TAX`JLiRISDICTION -' 0 112/15/20151 284791 1 1 296 15th, Net 25 +Days '- 8.625% - SUFFOLK COUNT =ITEM ORDER-QTY SHIP QTY-LOC_ -,}DESCRIPTION '.` '::= PRICING UNIT ;PRICING PER UOM';" s',:N& MOUNf,. PLEASE CALL TO ARRANGE DELIVERY MARVIN UNITS ARE STONE WHITE ALUM CLAD EXTERIOR, PRIMED PINE INTERIOR, 4-9/16 JAMB, STORM n PLUS IZ3 LOW—E 2 WITH ARGON, 7/8"SDL WITH SPACER, SATIN M ' 1 74 I . a I . NICKEL HARDWARE, HALF SCREEN +` WITH CHARCOAL HIGH TRANSPARENCY Gf>l�Y� MESH. SOMW 1 1 CUDH-NG 3020 (B) 1.000 1262.900/EACH 1262.90 SOMW 2 2 CUDH-NG 3222 (C) 2.000 1367.290/EACH 2734.58 SOMW 6 6 CUDH-NG 3220 (F) 6.000 1291.370/EACH 7748.22 SOMW 5 5 CUDH-NG 3222 (G) 5.000 1367.290/EACH 6836.45 HASTINGS 1106161 / MARVIN AWA916_k2 `A 1 43 1 LOPS: SHEIJ5, sG 4�y � 1000 0.001/ A 00 w 1 .19 1 r RECEIVED' M $ ON 128/16 1 000 .001/„ ACH Q.00 ( x ��� A, HAS11N.QSP 11.0}6167 / MARVIN: AWA91662 RECEIVED•-IN-GO.OD 'CONDITiON-BY:`"- - SEE REVERSE SIDE FOR TERMS AND CONDITIONS PAUL CONTILLO :SALESc;-,REMAINING't V NET AMT` _` CHARGE' -FREIGHT - TAX"": 'D_EPOSW,r' ;_.:TOTAL'.'»- X 18582.15 0.001602.71 20184.86 CUSTOMER COPY I— E N 0 N V M � C N U Cm c ° OT w ►-�1 C7 m 0 m \ i w • < N \ (00 N 1510.26CD w a � W 1554.38 a !!� SITE � G� 0 � � U N � om OLE M-1 Z j MON. oI� #�3� 9L TJ (BURIED \ co 3 �N m AGF ��O p,M cu C U m lou � off° \ N ` \ STONE POLE\\ PARKING > \ W M N� 6��5 Z00 #236 ` ��� \ OF V moo' LOCATION MAP SCALE 1 "=400' IRON \ / PIPE UNDER WALL) �\ o \ w O' p MON. \ MAP REFERENCES POLE �\ �`� <J #273 `�� (FOUND) 1.) PLAN MADE FOR MARGARET BOGERT; ETTRICK STREET; FISHERS ISLAND, Z Z Ld >1 \;� \ NEW YORK; SCALE: 1"=20'; CHANDLER, PALMER & KING; NORWICH, CONN.; Q JUNE 1982. L.L. Z LLI 2 / !�`� \ 2.) PLAN OF PROPERTY TO BE CONVEYED TO JOHN W. METTLER III AT Q .. �tJ \`\ I\\\ POLE O \ FISHERS ISLAND, NEW YORK; SCALE: 1"=40 FT.; CHANDLER, PALMER & KING; J Y �/� u'O� `\ #238 \ NORWICHIJ , CONN.; DEC. 27, 1979; REVISED: JAN. 6, 1982 O Q W L ! W w 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED z Ate•, �L HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO L dam- 0 STONE BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE of �/ �/ Z N/F IRON DRIVEWAY \\ his �j;, �j \\ ENGAGEMENT. w CORNELIA DALEY PIPE ) \\ �• F\' , (FOUND) // / \ \ \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Gp 0 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO n z W POLE \ ALTER AN ITEM IN ANY WAY. O Ld = O ;WEST WING #139 SCOPE OF \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S �-- Ir- (n / ,•' WORK,--' �� ,,, ju' \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. V Y o \ Z 0 °/ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC — W SURVEY TRIANGULATION STATION "PROS" \ j. F�� J EXISTING \ RESIDENCE \ - . . tiT _ Ld 6' STOCKADE NEW OUZD60R, � � 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP ' FENCE VOWER�, ,\ ��P p 1000, SECTION 009, BLOCK 12, LOT 7.1 STONE . \ DECK 6.) TOTAL AREA 1.09± ACRES. DRIVEWAY i C PATIO \ MON. \ IRON / ` , _ \ ( ) 7.) SITE IS LOCATED IN R-80 ZONE. PIPE (NOT FOUND) \O `EXISTING PATIO \ / �. .GARAGE OVERHANG MON.�� °��, 0 ,/ (BURIED) c°? ,' POOL 'y \ .�.// G EQUIPMEN BOOL � \ e/� U ll — w 0. EMO EXIST. DECK �� \ 1 F� — dc BUILD NEW 7.� SMALLER DECK \\ // Cb N/F NOW OR FORMERLY w s�• SEE ARCHITECTU \ / ��' 'y 0� PIANS STONE WALL / 5 a .00, \`� ^ ^ RETAINING WALL !j O 00 0/W OVERHEAD WIRES O z N/F HAY HARBOR CLUB, INC. a o cn N/F ~ CORNELIA DALEY Q co00co uj t) 0 MON. / (BURIED) m o 0 o w / O v z Z w L� QUALITY CONTROL CERTIFICATION / � Y Y w 0 J � O W � =O � U U L� GROUP REVIEWED DATE CL o] I'D// PROJECT MANAGER / DATE: 09/17/2015 SURVEY ENVIRONMENTAL 30 15 0 30 CIVIL SCALE: 1 of 30' STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL SHEET: 1 OF 1 FILE F2541 N 1510.26 / L� GF L 10US15 / W 1554.38 R1j _ J I- ' FISHERS ISLAND, NY EAST WING - PERMIT SET : 28 AUGUST 2015 MON. OLE #137 (BURIED TABLE OF CONTENTS cl- 00 LOPOLE\\ PN� \; A1.0 TITLE PAGE SITE PLAN 0 �7 20 #236 \\\\ � SURVEYOR & CIVIL ENGINEER DWGS: t — ---- `" OI' A2.0 PLANS: FOUNDATION 0 X2.1 PLANS: FIRST FLOOR 0 IRON A2.2 PLANS: SECOND FLOOR 0 PIPE A2.3 PLANS: ROOF 0 �-� (UNDER WALL) �, \ A3.1 EXTERIOR ELEVATIONS 0 A3.2 EXTERIOR ELEVATIONS 0 o, MON.^ `\ \ A4.2 BUILDING SECTIONS @ MUDRM. ROOF 0 POLE O `.N/V �p #273 , �`�''� \\ (FOUND) STRUCTURAL DRAWINGS: GNCB S1.0 FRAMING NOTES AND DETAILS 0 STONE WALL ���Pc �'ry \\\\ \ S1.1 FRAMING PLANS AND DETAILS 0 39t WIDE X 3'f HIGH ALONG PROPERTY UNE POLE 0 \ ® DENOTES NEW DRAWINGS REISSUED UNDER CURRENT SET 0' \ FORMER'x �� #238 '�-/ \ LOCATION MAP SCALE 1 "=400' ' \ LOT UNt, \ t NOTES: 1.) BASED ON SURVEY BY CME ASSOCIATES. t DMVE . Y � O 4- X\ N/F IRON NEW EXPANDED '4UESTON � ���p�� �s CORNELIA DALEY PIPE , STEPS & ROOK ABOV�1% (FOUND) �� % LAUNDRY ROOM`\DOOR;� 20' ♦ e9 ` �. POLE \ Oi �1 v ' ;_`, \�� #139 ^n, NEW CHIMNEY / / \ : ABOVE ROOF LI °— \ 6' STOCKADE FENCESTONE \ c �'eIEWAY% \ DECK PATIO \\ STONE 1��lALL MON... 1 IRON \` 30t WIDE X 39f HIGH PIPE ©� NOT ON PVPERTY UNE (BURIED)\ u NOT FOUND `\ F :�4 #t,� _ 2-- ( ) #' n ATIO .� 1. , ,.,. . j OCCUPANCY OR ♦ UATE• U S G(C, {A(� 4� ' g6•ll((w//„p{{// '9Ct� `,� / FEE:`� f'(: 11" Roos s ` �- \\ NOTIFY 8U LDING D-P � USE IS UNLAWFUL ARTI, suN T AT „ 765-1802, 8 AINSP 0 4,PM, FOR THE MON. OVERHANG \ ,.• FO! LO II ,G IP.: WITHOUT CERTIFICATE (BURIED) -�.., G / 1. FOUND'TION - TWO REQUIRED OF OCCUPANCY �Q \ FOR POURED CONCRETE _. . 1 .68' \ \ 2. ROUGH - FRAMiING & PLUMBING 3. INSULATION POOL �O \ / \ 4. FINAL - CONSTRUCTION MUST EQUIPMW // BE COMPLETE FOR C.O. \ / ALL CONSTRUCTION S-IALL MEET THE REQUIREMENTS OF THE CODES OF NEW A \ / YORK STATE. NOT RESPONSIBLE FOR STONE VALLX09 \\ //' \� p„DD� DESIGN OR CONSTRUCTION ERRORS. 11 3 ± WIDE X 3 ± HIGH \\ �p 11 > :' -- __ \\ / N GENERALLY ALONG SOO ^; \�/ RETAIN STORM WATER RUNOFFPROPERTY UNE O, PURSUANT TO CHAP TER 236vES 0 , Com! JEu � OF OF THE TOWN CODE,- < n, _ q, O�°/Iq CODES S REQUIREDNIF HAY HARBOR CLUB INC. ' ill' ,,,,,�pu_,11 i� E S ! NIF CORNELIA DALEY STONE FALL 3'f WIDE X 3't HIGH GENERALLY ALONG MON. PROPERLY LINE (BURIED) ti�y. sasb}}r��P ,�t� aa�k, ,...,.,, TITLE DATE ISSUE DRAWN< CHECKED RIEGEL HWINGSITE PLAN & 08.25.15 PERMIT EJR JDA & ARCHITECTS � r. , ; 08.28.15 PERMIT EJR JDA ` DR AWING LIST 262 Washington Street 2nd Floor Boston,MA 021.08 rpsiry FIS, HERS IN617-451-5740 ARTarchitects.com rIfE �.+ OB NUMBER SCALE 1420 111=20P i I — POOL I I ( I I EXISTING TERRACE ABOVE III II EXIST. �BLUESTONE WALK I I II I II i I II I EXISTING DECK ABOVE EXISTING CRAWL SPACE — I ` J I � F- I I I II EXISTING CRAWL SPACE I II - - - - - - I— - -I II I it _ -� - - - - - - - - - - - --- - - - - - „- - - -- II J I I � � - - - I II I I I EXISTING CRAWLSPACE I I II I J — = _ _ _ _ _ _ _ I - - � UP . I I I I I I I EXIST. 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STEPS EXISTING WALLS TITLE DATE' ISSUE DRAWN CHECKED ,. �� ,•..••..•, er d I E G L I-� CJ S - EASTWING dUo ��e � BASEMENT FLOOR PLAN 08.25.15 PERMIT EJR JDA &TARCHITECTS G "� ��� 08.28.15 PERMIT EJR JDA �Qk' 1, r `� • '",' FISHERS ISLAND NY r001 262 Washington Street 2nd Floor Boston,MA 02108 art `rr •...., o� • SCALE, 617-451-5740 ARTarchitects.com 4B NUMBER �f� 0�SHE ct�t��.•`° N 1420 1/4)=11-0)) r I POOL EXISTING TERRACE NEW ❑ BLUESTONE PAVING SCOPE OF WORK — — — SEAT— -1 I I DILN 10:4: a I LIVING ROOM 'WOOD FL. WOOD FLR. I KITCHEN Tv DECK D/YV WOOD FLR. , I ( I L — I I FIR ADD A DITION L I 0S o O HEAT TO EXIST. DEN Ll 4- 0 W a _ _ - _ _ _ _ _ IL st DINING ROOM !00. I WOOD FLR. I I - - — a BAR Le MASTERPAN - AN OD FLR. I — ° I P.R. RE R HA L BEDROOM M. BATH O I——— W�° ———— I I �— — �g I OOD FLR. TI FLR. 101 103 R. F. I ° — — �-- _ CARPET TILE CONCRE I o Ee sO C & uP O LAND'GLJ LJ LJ LJ. - - - - - - - - - MASTER DRESSING UP I I ENTRY HALL WOOD FLR. I I p© 1 0 2 E S . WOOD FL. TAIR ❑ El Ne 103 SHELVES 41 10 3. HL ooI Ke Ke 1S OFFI EWG. WOOD FLR. PROPAN J I I ENTRY TANKS r 1 MUDAA I I PORCH / TILE I I ( ❑ ❑ BWE STONE ❑ ❑ F � I W — —I �I -USE BLE 0 E I Q W/THER E N) - EXIST. _ — I DN I — BULKHF- I NEW WDM[S < ; a I � I SCOPE OF WORK I 4'-01p 4'-0° 5'-0" -0 E IST. STEPS I w w 4.,i.11 N H f ti►► .. ARCI{/�F4a TITLE DATE'. `. . ...ISSUE DRAWN CHECKED a •opo p<$� RIE �.J L HOUSE - EAST WING FIRST FLOOR PLAN 08.28.15 REVIEW EJR JDA &TARCHITECTS `' ` l�.�? 08.25.15 PERMIT EJR JDA a = 08.28.15 PERMIT EJR JDA 262 Washington Street 2nd Floor Boston,MA 02108 FISHERS ISLAND , NY e 617-451-5740 ARTarchitects.com `'�a� QcrHt c�?tiE°•'" OB NUMBERSCALE N 1420 1-�� 1/4 13=V-0' Ee a Qe e e e e Qe e e Qe GUEST _ BEDROOM #1 NEW :::)eATHRM. Re -- CHIP'S BEDROOM O on GUEST BEDROOM #2 ❑ ❑ Tj MISSYS BEDROOM a STAIR HALL SHLVS. Re :DN. Q SHLVS. O p STAIR o • - BATHRM. #! o Re ROOM U�UNDRY yy. I BATHRM. OPEN MISSYS ❑ BELOW I BATHRM. 0 O O O SEAT 011 / I I ❑ F— - on I STUDIO Me Me Meur Me Me if GUEST BEDROOM #4� Me Me BATH O Me GUEST BEDR #3 ROC F -- I NEW FABLE ROOF OVER NEW FIRABCKETS BELOW DOOR � I I SCOPE OF WORK - I NEW ROOF PEAK & STEPS EXISTING ROOF FOLD =4.,,•,,••••'• TITLE DATE ISSUE DRAWN CHECKED 'v .••0 a A<g••. `+ 07.28.15 REVIEW EJR JDA °�� �9' RIEGEL l..l E - EASWING SECOND FLOOR PLAN �L ARCHITECTS , �1 08.25.15 PERMIT EJR JDA 08.28.15 PERMIT EJR JDA IA22 262 Washington Street 2nd Floor Boston,MA 02108 `¢!yF�'•* ,r,ba1.��•' a* FISHERS ISLAND NY T'f•. Jj e•ss+r••• OB NUMBER p4 w ' 617-451-5740 ARTarchitects.com ���or rq ct'���.,e : SCALE ''ter"mt' ' N 1420 1/4"4-011 Y SCOPE OF WORK PAINT EXIST. PVC VENT PIPES BLACK, TYP. - - -rED(IS'nlNG - - - - - - - - - - - � MACH — - - - F A� EXISTING ROOF 1 NEW SHUTTERS ON OFS OVER EXISTING CONTINUOUS HANGING GUTTERS EXISTING WINDOWS OW PAIRS & DOWNSPOUTS BETWEEN EXIST. WINDOWS 11 Qe Qe Qe Qe Qe Qe Qe Qe Qe ® Ee T.O. 2ND FL. FIN. FL — — — — — — — — — — — — — — — — — — — — — — — — — 109'-4 1/2" -4-1] JH Il 10 -IFIFIFF OS1 1 Le ❑ H F-1 b, 0 :LE no 4- T.O. 2ND FL. FIN. FL — — — — — _ — — F .. I 1L I 0 SOUTH ELEVATION SCOPE OF WOR / NEW CHIMNEY, ONNECT / TO LIGHTNING PR TECTION NEW GABLE ROOF ------ OVER EXISTING WINDOWS I / I ❑❑ NEW SHUTTERS ON EXISTING WINDOWS SCOPE OF WORK ILRe I Re Me 3'-2" T.O. 2ND FL. FIN. FL.$- T.O. 2ND FL. FIN. FL 109, 4 ,/2„ — — — — - — — — 109'-4 1/2- I I I i D NEW EXTENDED I ( I ® ROOF OVERHANG I HALLC e Fe I EXPANDED BLUESTONE POMER I STEPS & LANDING ROOF! ( I I Ne Ne I W/2 NEW RAILINGS i -- I I T.O. 2ND FL. AN. FL I I — T.O. 2ND FL. FIN. FL. 4 100' Q� — — I B EAST ELEVATION/SECT. AT MASTER WING EAST ELEVATION - 1/4"=l'-Om �atttetttt'F�PI - +���,G\��`RtD RRCH,rfCf�'ir TITLE .DATE. ISSUE: DRAWN ., CHECKED �, keV •�es�a�.s�* l l,,� RIEGEL H ® �./� AJ � ❑ � VEXTERIOR ELEVATIONS o7.2s.,5 REVIEW EJR JDA ARCHITECTS i FrR t9' 08.25.15 PERMIT EJR JDA 08.28.15 PERMIT EJR JDA f� c = 262 Washington Street 2nd Floor Boston,MA 02108 �y�.�T•�'1'��,s;oE��� FISHERS ISLAND NY • 617-451-5740 ARTarchitects.com `��4� '`[�p„c c�"��,��`�. -.,-,JOB NU MER ` - SCALE` `""�"' A 1420 1/4"=1 1-0 10 L______---------'- ----- �------------' --- ------- ---� ------'-------------------------'----�-----' ---- - - '' ' - ' - - '-' ---'� ------- '-' - '--- - ' ' -' ------ -- - -- ' - ---'---------' -- '- ------'�----' ------- --------------------- '--- -- '-----------------'---_----_-______-___--__-_ _-___________ _ _ __ _ _ _______`� ___ ' ' ' __-_ -__' - ' - -------- '0 --__ RIDGE]BOAR6 ill 11,x, f JOISTS 2x8 CEI 41 x8 CEII FACE OF SHEATHING11: SECTION AT MUDROOM ENTRY ROOF Ali i AAM BED BRACKET ON ROOF RIDGE 30-2- MOLDING 5369 I X CEDAR TRIM & @ ROOF FOLD MOLDINGS TO MATCH DIBL. 2X12 BEAMS WA- SHEATHING EXTEND EXIST. ON EACH SIDE HANGING GUTrER 7i BED MOLDING, MATCH EXISTING V4 CEDAR WRAPPED BEAM 4* SIDE SECTION DETAIL AT MUDROOM ENTRY ROOF I I 04 1 X CEDAR TRIM SCALE: 1-1/2* FIR BRACKETS 1.0- SECTION/FRONT ELEV. AT MUDROOM ENTRY ROOF SIDE ELEV. AT MUDROOM ENTRY ROOF SCALE: 1/2- V-0- BSCALE: 1/2" 1'-0" ' A SECTION/FRIONT ELEV. DETAIL AT MUDROOM ENTRY ROOF SIDE ELEV. DETAIL AT MUDROOM ENTRY ROOF SCALE: 1-1/2' 1'-0" B SCALE: 1-1/2" V-0" DATE ISSUE, I)RAWN CHECKED 08.28.15 PERMIT EJR JDA JL 11 EXTERIOR ELEVATIONS RIEGEL HOUSE - EAST WING AI&TARCHITECTS 4�' A 0 16B 262 Washington Street 2nd Floor Boston,MA 02108 FISHERS ISLAND NY 617-451-5740 ARTarchitects.com ME OB NUMBEX : 1420 AS NOTED ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES - STRUCTURAL GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD NAILING SCHEDULE SNOW SPEED DESIGN UNDERLAYMENT HAZARDS BUILDING DESIGN LOADS WOOD LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? LIVE LOADS CONNECTION NAILING DEPTH 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) JOIST TO SILL OR GIRDER,TOE NAIL 3-8d RESIDENTIAL DWELLING HABITABLE AREAS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT BRIDGING TO JOIST,TOE NAIL EACH END 2-8d 20 PSF 120 MPH B SEVERE 3 FT.DEEP MODERATE PROVIDED NOT APPLICABLE FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF STRESSES: TO HEAVY SOLE PLATE TO JOIIST OR BLOCKING,FACE NAIL 16d AT 16"oc SNOW LOADS BENDING,REPETITIVE USE Fb = 1,035 psi TOP PLATE TO STUD,END NAIL 2-16d GROUND SNOW LOAD,Pg=20 PSF BENDING,SINGLE USE Fb = 900 STUD TO SOLE PLATE,TOE NAIL 4-8d TENSION PARALLEL TO GRAIN Ft = 575 FLAT/SLOPED ROOF SNOW LOAD,Pf/Ps=20 PSF COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 DOUBLED STUDS,FACE NAIL 16d AT 24"oc WIND LOADS SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d IMPORTANCE FACTOR,11=1.0 MODULUS OF ELASTICITY E = 1,700,000 CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc WIND EXPOSURE CATEGORY:C LAMINATED VENEER LUMBER(LVL) ALONG EACH EDGE NOTE: BASIC WIND SPEED=120 MPH(3 SEC.GUST) Fb=2,600 psi,MIN. CEILING JOISTS T0,PLATE,TOE NAIL 3-8d NOTE: E=1,900,000 psi MIN. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d DIMENSIONS SHOWN ON THE GENERAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE CEILING JOISTS,LAPS OVER PARTITIONS, FACE NAIL 3-16d STRUCTURAL DRAWINGS ARE GNCB DRAWINGS WERE COMPILED USING THE FOLLOWING OBTAINED FROM THE ARCHITECTURAL REFERENCE PLANS: PER MANUFACTURER'S RECOMMENDATIONS. CEILING JOISTS T0,PARALLEL RAFTERS, FACE NAIL 3-16d DRAWINGS AND ARE INCLUDED AS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 INTERNATIONAL 3. ALL OPENINGS SHALL BE FRAMED WTIH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. RAFTER TO PLATE, TOE NAIL 3-8d INFORMATION COMPLEMENTARY TO DRAWINGS BY: RESIDENTIAL CODE PORTION OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE 4. ALL EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. THE ARCHITECTURAL DRAWINGS. A,R&T IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 5. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, BUILT UP CORNER STUDS 16d AT 24"oc ARCHITECTS,INC. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS OR OTHER FINISH APPROVED BY ENGINEER. BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP LAYOUT OF THE BUILDING FRAMING 262 WASHINGTON ST. AND EXISTING CONDITIONS. 6. ALL BOLTS TO BE HOT-DIPPED GALVANIZED. AND BOTTOM AND STAGGERED OR OTHER ITEMS MAY BE MADE USING BOSTON,MA02108 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 7. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. THE DIMENSIONS SHOWN ON THE ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 2-20d AT ENDS AND AT STRUCTURAL DRAWINGS ONLY IF THE RIEGEL HOUSE NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. EACH SPLICE CONTRACTOR HAS COMPARED THESE FISHERS ISLAND,NY 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING PLYWOOD: UNLESS OTHERWISE NOTED DRAWINGS WITH THE ARCHITECTURAL AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY DRAWINGS AND HAS RECEIVED FOR THE BUILDING DURING CONSTRUCTION,INCLUDING,BUT NOT LIMITED TO STURD-I-FLOOR CLARIFICATION FROM THE ARCHITECT METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. REINFORCED CONCRETE PLYWOOD SHEATHING REGARDING ANY ERRORS, INCONSISTENCIES 3/4"TONGUE AND GROOVE 8d OR OMISSIONS. FOUNDATIONS 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES WALL SHEATHING 15i3T PLYWOOD FASTENED AT 6"oc SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. A7 EDGES AND 10 10d NOT ALL EXISTING CONDITIONS ARE KNOWN AT THIS TIME. "roc AT INTERMEDIATE SUPPORTS 1. ALL SPREAD FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED GRANULAR DEPOSITS 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE ONCE DEMOLITION HAS TAKEN PLACE AND CONCEALED AREAS BELOW ANY FILL OR ORGANIC MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH HAVE BEEN OPENED UP,CONTACT GNCB CONSULTING ENGINEERS, P.C. A MINIMUM ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. AS FOLLOWS: ROOF SHEATHING 5/8"PLYWOOD FASTENED AT 6"oc 10d TO MAKE A SITE VISIT TO DETERMINE EXISTING CONDITIONS AND MAKE 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. WALLS,FOOTINGS AND PIERS 3,000 PSI AT EDGES AND 10"roc AT INTERMEDIATE SUPPORTS RECOMMENDATIONS, IF REQUIRED. 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW EXISTING EXTERIOR SLAB 4,500 PSI GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS NOTES: THE CONTRACTOR SHALL CHECK ALL DIMENSIONS ENCOUNTERED. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 AND DETAILS AGAINST THE ARCHITECTURAL 4. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. GRADE 60. DRAWINGS AND FIELD CONDITIONS. 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. SCHEDULE BASED UPON COMMON WIRE NAILS. ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. POSITIONS INDICATED. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. INDICATED SHALL BE: COMMON WIRE NAIL DIAMETERS CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS,BUT EXPOSED TO EARTH OR WEATHER: 6d 0.113" a. BARS#5 AND SMALLER 1-112" 8d 0.131" b. BARS LARGER THAN#5 2" 10d 0.148" 6. CONCRETE MEMBERS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. 12d 0.148" 16d 0.162" 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL,UNLESS NOTED OTHERWISE. 20d 0.192" RIDGE BOARD BEVELED SEE PLAN FOR SIZE. BLOCKING AT EACH RAFTER PROVIDE 1 1/4"x 18 GA 5/8"PLYWOOD ROOF SHEATHING,TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE 8-11/2"x10d NAILS PER SIDE EACH RAFTER (16 NAILS PER STRAP) WWF 1 1/2"CLEAR 94 DOWELS AT 16"oc RAFTERS.SEE PLAN FOR SIZE. 11-011 METAL STRAP SLAB I 2x8 BEARS ON NEW WALLS 6 -x x x x x x- RIDGE BOARD 2 SIDES - COORDINATE FINISH STEPS Cb WITH ARCHTIECT 2Xa���RS ROOF RIDGE BOARD - RAFTERS COMPACTED FILL ROOF DETAILS RIM BEAM 2x8 CEILING JOISTS I _ F111 GRADE+/- 1 I _ FACE MOUNT I XISTING FOUNDATION 8"CONCRETE WALL - I -I HANGER 9 BOTTOM OF FOOTING WITH#4 CONT.TOP&BOTTOM BAR-� 3 FT.MIN. EL W GRADE DOWEL TO EXISTING WALL AT ENDS CONTINUOUS I-III -I I q M LEDGER 4x4 WOOD BRACKET JOIST LAG TO STUD o HANGER 244 BARS `- BOTTOM CONT. LEDGERLOK r SCREWS AT 8"oc CONT RIM 8 STAGGERED411 C711 N1 BOARD OR TOP&BOTTOM WALL STUDS N EAST WING TYPICAL FRAMING DETAILS MUDROOM ENTRY ROOF CONCRETE STEP DETAIL �4 ;r TITLE DATE ISSUE DRAWN CHECKS N '� 130 E LIvN STREET Of New rQ A, R & T R I E G E L ll 1 ® S E _ EAST I t.7 GENERAL NOTES & TYPICAL 31 Au 2015 PERMU SET RLB CCB GROB •.;�,✓ POST OFFICE BOX 802 �.� CURTrsB�'P,F DETAILS S100 '_ o>° SAC' B RCDO 5 � ARCHITECTS, INC. X PHONE: 86,0 388 1224 262 WASHINGTON STREET',BOSTON,MA 02108 FISHERS ISLAND NY FAX: 860 388 4613 `` Consulting Engineers, P.C. GNCBENGINEERS.COM ° s � Tel:617-4,51-5740 Fax:617-4,51-2309 � , c ssti�' WW.ARTARCH=CTS.COM OB NPUIMBER SCALE W As indicated 2x81 RIDGE BOARD 2x FLAT SLEEPER CHANGE.OF PITCH EA.SIDE EXISTING ROOF 2x6 RAFTERS FASTENED TO EXISTING ROOF 5/8"PLYWOOD SHEATHING SHEATHING i 2x8 LEDGER �, H DN SLOPED C7 ' z (2)2x6 —W S �W -� DN DN N x N (2)2x12 2x6 ROOF RAFTERS -- W 2x8 RIDGE BOARD RIM BEAM i AT 2 FT cc,TYP. � BELOW 2x8 RAFTERS 2x8 RIDGE BOARD SEE ROOF ; TYP.DETAILS CLIP EA.SIDE OF DN DN ■— RAFTER TO RIM BEAM 1 A35 CLIPS 6-4 5/8"V.I.F. EDGE OF EXISTING BRICK VENEER ON SHED ROOF WOOD FRAME CHIMNEY co MUDROOM ENTRY ROOF FRAMING PLAN �x (2 N ABOVE ROOF LEVEL SEE TYP. DETAILS OVERBUILD NEW'GABLE ROOF OVER EXISTING SHED ROOF LOCATE CHIMNEY PER ARCHITECTURAL 4 LOCATIONS SOUTH ELEVATION DRAWINGS PER ARCHITECTURAL DRAWINGS SEE ROOF DETAILS GABLE ROOF OVERBUILDNOT ALL MUDROOM ROOF FRAMING HOWN PARTIAL ROOF FRAMING PLAN TWIST STRAP BRICK VENEER CLADDING STUDS TO RAFTERS PER ARCHITECT ---------- -_.._.-_..-- -- _ .. _- _... .._ . ._.-.-__ ._ _.-- _-_ .. ._._._._-_. ._. .---. . ._. .. - _ nEAST VYING ROOF FRAMING PLAN TYP. U 1/4" = 1'-0" 2x4 WOOD STUD FRAME (2)2x HEADER OUTLINE OF BUILDING - A35 CLIP TO i 1 RAFTER I I , a I , 51� f OUTLINE OF BUILDING - 2r I I - I I � , I I I EXTEND PLANE OF SHED ROOF EXISTING 2x8 LEDGER BOARD TO GABLE SHED ROOF SEE TYP.DETAILS MATCH ROOF SLOPE 2x8 CEILING,JOIST I N 2x8 CEILING JOISTS •- x 4) N N BRICK VENEER CHIMNEY ON -rN,') y 2x4 WOOD STUD GABLE WALL v _ WOOD STUD FRAMING ABOVE ROOF LEVEL BUILT ON (2)2x12 RIM BEAM m LOCATE PER ARCHITECTURAL FACE MOUNT HANGERS DRAWINGS SUPPORT RIM BEAM ON 14'-1 1/2"+/- JOIST TO RIM BEAM,TYP. i 4x4 BRACKETS BELOW EAST WING CHIMNEY DETAIL -� MUDROOM ENTRY CEILING FRAMING PLAN 11'-7" 5'-0" EXTEND STAIRS STEP TOP OF WALL ( 8"WIDE REINF. TO MATCH CONCRETE FROST WALL EXISTING ON FOOTING SEE TYP.DETAILS 1 PROJECT NORTH J. T J G EAST WING MUDROOM ENTRY CEILING FRAMING PLAN EAST WING FOUNDATION PLAN r G! fi .r TITLE DATE ISSUE DRAWN CHECKS Of NES' 31Au 2015 PERMIT SET RLB CCB ,•;•� 130 ELM STREET .�kOCJBT� �O,Q ASR & T IE L H ® �.,I' SE - EAS WIN '•:•:•' POST OFFICE Box 802 ����5 8'�v � ;_ FRAMING PLANS M • S1 ,61 - OLD SAirBRaoK ARCl-IITECTS INC. M CONNECTICUT 06475 I X / PHONE: 860 388 1224 FAX: 860 388 4613 262 WASHINGTON STREET',BOSTON,MA 02108 FISHERS ISLAND NY Consulting Engineers, P.C. NCBENGINEERS.COM Tel:617-451-5740 Fax:617451-2309 � r W OB NUMBER SCALE W W.ARTARCHITECTS.COM P: 15151 As indicated J N 1510.26 W 15 54.38 FISHERS ISL,AND NY 0 WEST WING - PERMIT SET : 28 AUGUST 2015 MON. POLE 0 i 137 ( BURIED # S _ TABLE OF CONTENTS �` LO m cd STONE `� CD \ PAFWN(; A1.0 TITLE PAGE SITE PLAN 0 POLE 2 #236 SURVEYOR & CIVIL ENGINEER DWGS: 1A\5 04 �' A2.0 PLANS: FOUNDATION 0 A2.1 PLANS: FIRST FLOOR 0 0 A2.2 PLANS: SECOND FLOOR\ OR 0 IRON • A2.3 PLANS: ROOF o 4� A3.1 EXTERIOR ELEVATIONS 0 PIPE A3.2 EXTERIOR ELEVATIONS (UNDER WALL) 0 O A4.0 BUILDING SECTIONS 0 ,co MON. POLE o 50 A4.1 BUILDING SECTIONS 0 • 273 \ � (FOUND) A5.0 WINDOW SCHEDULE 0 �\ A7.0 INTERIOR ELEVATIONS 0 `0 \ A7.1 INTERIOR ELEVATIONS 0 STONE WALL �%P� `�� � 2 \ \ STRUCTURAL DRAWINGS: GNCB 3'f WIDE X 3'f HIGH 2� � S :� \ � S1.0 FRAMING: 0 ALONG PROPERTY UNE s ; \ NG. NOTES & DETAILS \ ` \ POLE O \ c� S1.1 FND. & 1ST FL. FRAMING PLANS 0 � ► 238 > \ _ � / LOCATION MAP SCALE 1 400 S1.2 2ND 0 FORMER � FL FRAMING PLAN & SECTION \ LOT UNCI /� S1.3 ATTIC & ROOF FRAMING PLANS S2.1 FRAMING DETAILS 0 ELECTRICAL PLANS E2.1 ELECTRICAL PLANS: FIRST IRST FLOOR 1 , S o \ STYE Q -SI E2.2 ELECTRICAL PLANS: SECOND FLOOR \ !! + Y >> = NOTES: DENOTES NEW DRAWINGS REISSUED UNDER CURRENT SET NIF IRON 1.) BASED ON SURVEY BY CME ASSOCIATES. i CORNELIA DALEY PIPE (FOUND) / POLE O V ; #139 2 6'f WEST WINS O / - COPE OF W,OTRK , z. r 4 {` a f. f. < z NEW -T15 SH �R h 1"G' 4 9 s. fi STOCKADE FENCE S M � .., . SfONE _ - STONE WALL , TIO PA MON. ♦ - = IRON 3't VRDE X 3'f HIGH � ;�:_.��:-.:�� BURIED � - PIPE ; ` _ - NOT ON P�PERTY UNE ( ) (NOT FOUND) _ PATIO _ f AR D / 110 ROOF MON. OVERHANG (BURIED) ♦ RoOI �`�' / 06 1 .68 DEMO EXIST. ' DECK & BUILD EQUIPMENTNEW SMALLER / DECK0 . STONE WALL 09, 35t t WIDE X 3 t HIGH o ,LL. __ s / ro GENERALLY ALONG . � 0 PROPERTY UNE 00 �' GARDEN N/F HAY HARBOR CLUB, INC. N/F CORNELIA DALEY STONE V ALL 3'f WIDE X 3't HIGH GENERALLY ALONG MON. PROPERTY UNE (BURIED) ,¢,•"`)►'?' � > TITLE DATE ISSUE DRAWN: CHECKED w��er��r.�,�r r 08.21.15 PERMIT oQ o <8 . RIEGEL s �, — E SITE PLAN 8C EJR JDA & ARCHITECTS �r V, DRAWING LISTA100 262 Washington Street 2nd Floor Boston,MA 02108'•,+�&` •'�w;; FISHERS ISLAND NY °6� E 'ham JOB NUMBER SCALE 617-451-5740 ARTarchitects.com THE F1� �„ 1420 1 P,=20' ---- I I POOL EXISTING ❑ TERRACE NEW BLUESTONE PAVING — — --- — — NOTE: 1SRNG_BAS EBOARD_HEA T IATQBS AND PROVIDE FLO _ DUCTS W/BLACK REGGIO REGISTERS FOR NEW HVAC SYSTEM IN BASEMENT � - - - SEAT- -I ( I EXIST. BLUESTONE OF NEW DECK & DORMER/WINDOWS - - - - - - -"� - WALK ABOVE TO ALIGN W/EXIST. DOOR ( I EQ. — EQ — — — — — — — — — — — — — — — — — I ❑ ❑ I DENI ( - - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - WOOD FLR I - _ - - - - _ - _ - - - - - _ - - DEMO EXISTING DECK AND REPLACE ( NEW CEDAR FENCING I I _ WITH NEW, SMALLER DECK LIVING ROOM r -- ! AROUND EQUIPT. i t WOOD FLR. I I -- C COND. PADS, 1'-2"I'-2 — ;Sc" SIZE T.B.D. I KITCHEN I I I Tv - - - R OVE D/W WOOD FLR. I - - - - - - - - -- -- - - - —_ -t o0 I I I I I =ter X SHINGLED I I o I I a I I �IMli _ EXTERIP R WALLS N 3'-0 yJL _ I I I I 3'-4" J 1 - .01- I ® � STONE _1"l N \ I E �,' ; �i F1 �{ /�° } 7� 0 - -- - - - - - - - - -- - - - - - - - - I ST ABED STUD ! I I `-`' 1 cn 00 NEW o -I SULATED WALLS - - CONCRET "' 00 - -- - - - - - - - - -- - - - - - - - - I _�_�- - 1 I _zz_ /PAD I n ez DINING ROOM I I I I I ( I ( °a I I o a DNul WOOD FLR. o BAR I �— — I MASTER " — —4" I L — i i o Oo 1 _ o - c " - o "� rl MAR o . BATH 'n 1 I PAN g BEDROOM � I> SH 104 I� oAtz Es WOOD FLR. I �- - i<' I 1 F� yy/01 F n° I P.R. REAR HALL I� x 1 1/4" HEX I J I N a �-—— R. F. ——— — I I OOD FLR. TILE 1 02 0 �^ C A7.0 A I o M - - I-- - EW W/W CARPET �- I _ I z I I sPs& 0 B A7.I U I •N N . N I LAND'G. DP A w [1:c: I I LKe I M I ILAJ5-1"LJ L J Li 17T N © a ( I I ENTRY HALL I I I NOTE: MASTER DRESSING \ , ° "Ij p uP © I DURING CONSTRUCTION THIS DOORWAY 103 z -� E WOOD FLR. I I 0 TO BE SEALED FROM BOTH SIDES. " R 0. I I I N W CARPET 4 4 6 S AIR I 105 El ❑ C05110 0® I EX. W DFL. IT ----- -- ------- - ----- - 10 HL C 1S I :❑ - OFFI I I EX'G. WOOD FLR. PROPAN / I I SCOPE OF WORDI - - --- -- � ( TANKS MUD/LAUNDRY PORCH I I ENTRY / -SLE FLR I I ❑ ❑ 13WE STONE 013 LF _j �) I mm I EXIST. BULKHEAD WALL LEGEND NEW WALLS, WOOD STUDS @ 16" O.C. EXISTING WALLS r -�.••'�•"••"r TITLED.ATE ISSUE DRAWN CHECKED rt11t0 ARCytj ••• FIRST FLOOR PLAN 07.28.15 REVIEW EJR JDA ®4� ��°� ��°FrRIEGELYNT I l�T& ARCHITECTS �►'a ` , 908.25.15 PERMIT EJR JDA •�:c s .���� � �? 08.28.15 PERMIT EJR JDA 262 Washington Street 2nd Floor Boston,MA 02108 F��/ do �R;oE�0"" FISHERS ISLAND N 1 OB NUMBER SCALE: 617-451-5740 ARTarchitects.com ��� G�"tt+t�t'�t�',�R` N 1420 1/4 —1 —0 Ee a 7@Fe e Qe e e Qe GUEST - - BEDROOM #1 TE: REMOVE AND ALL EXISTING BASEBOARD HEAT AND PROVIDE CEILING NEW REMOVE DUCTS & PAINTED METAL REGISTERS FOR NEW HVAC SYSTEM IN ATTIC CHIPS BEDROOM O1 F-1 LLI PE NEW GAMBREL GABLE WINDOWS ON DOOR BELOW WINDOW IN I GABLE WINDOW NEW DORMER GUEST ABOVE f2-7" REMOVE DORM R & BUILD 7' 6" NEW CEDAR SHINGLED BEDROOM #2 ❑ I RR�E`MO& RSECTION OF I O NEW GAMBREL DORMER TO 2-1 _ 3 EXTERIOR WALLS i I ETURN TO ALIGN W/ IST FL. 4 3'- 2" 2'-1y4" I ❑ - EXTERIOR WALL EXTERIOR WALL BELOW -20-01 p wa 4" „O4” S°- F� NEW PENTEAVES ❑ ❑ I 5 = mm_ _ - - - - - - - __ -- ALONG GABLE WALLS MISSYS BEDROOM STAIR HALL I NEW 4 REMOVE'EXIS B D NEATI , P 1ST L. WALLS BE SHLVS. DORMER - "- c� EX. STAIR F� kg - 2X6 WALLS - - -�- - - - - _ - - - - -W_ 200 ,��� %%�,��''� r 'i I 2'--/L" 9'-11" 2'- " Nn„ :)EW W/W CARPETt—_��DN Q SHLVS. G�1 oT EST' CLOSET a G 1 I BATHRM. #1 , O DIN ( I DEMO SLOPING CEILING SLOPING CEILING -/ 2'-0" NEW O inWIND - DOORS ON EXIST.OWS IN. Re I WALL NEW LAUNDRY GUEST I DEMO EXISTING CHIMNEY I ( OPENINGS, — ROOM W_ BATHRM. OPEN MISSYS ! I I & REPLACE CEILING i I (TYP.) BELOW OTO BATHRM. L J I G I I_ LLJ I / \ � H O 0 ,1 D. SEAT17— @ O I ( I t NEW CEILING i- - - o H O I � _i I SUPPLY DUCTS, TYP �� � INSULATE 12'-1 i EXISTING Me Me Me Me Me I rN I I ( - HATCH �' EX. STUDIO 24 x44 �:l GABLE ► w 111111. 1202 �I I WINDOW WINDOW G I I O GABLE ABOVE IDGUEST v I ABOVE - ;I ( NEW W/W CARPET0 I I ®ROOM G I Me I a EX. BATH _ _ _ _ _ _ _ _ _ _ _ _ _ _! - - - - - 201 I SLOPING CEILING - NEW TILE FLS I EXIST. FIXTURES & FINISHES TO REMAIN i I NEW PENTEAVES — - - - - - — D - - - - - - � I Me ALONG GABLE WALLS � � ( - - - - - -- - - - - - - - - - � 'I Oil 0 3,_ " 3'-2ygn GtJEST BEDR #3 R.O. R.O. R.O. SCOPE OF WORK Re WALL LEG IEN D NEW WALLS, WOOID STUDS @ 16" O.C. EXISTING WALLS ISSUE DRAWN:; CHECKED :t �q� � . rt«~ "RIE G E L HOUSE - EST SECOND FLOOR PLAN 07.28.15 REVIEW EJR JDA ARCHITECTS ti 08.25.15 PERMIT EJR JDA 08.28.15 PERMIT EJR JDA 262 Washington Street 2nd Floor Boston MA 02108 �fi� � �« • rP ,, ? r FISHERS ISLAND NY 617-451-5740 ARTarchitects.com '�erQrilf 4l tF.a OB NUMBER SCALE �•��.Rs..l' N 1420 DEMO EXIST CHIMNEY & BUILD NEW WOOD NEW GAMBREL DORMER ON EXIST. — ROFRAMED CHIMNEY OF LEVEL FOR w/THIN BRICK vENEE�RhARQo 1ST FLOOR DOOR ( SCOPE OF WORK EXHAUST, MATCH EXISTING DETAILS & METAL CAP C> REMOVE, PROTECT, AND _RE-INSTALL EXIST. WEATHERVANE ASHPALT SHINGLED ROOF 2-0 CUSTOM WINDOW TO MATCH EXISTING NEW SHUTTERS, BEECH RIVER ALIGN NEW ROOF MILL FLAT PANEL W/#108 MOON I— - -J BREAK W/EXISTING FIR BRACKETS CUTOUT RE-USING EXISTING - HARDWARE I I I i I ❑ ❑ W LEJ H iHHH 1H NEW PENTEAVE ON NEW CEDAR (MATCHNGLED _ NEW PENTEAVE ON MASTER BEDROOM ,_ ❑ F WALLS T MATCH �__ _ D - It L D I MASTER BEDROOML-1 EXISTING -_ All WING TO MATCH x WING TO MATCH PITCH OF EXISTING `'' - - - - - -- - - - ( PITCH OF EXISTING � EXISTING ROOF T.O. 2ND FL. FIN. FL _ - ' - - - - - - - - - - Ei 109'-4 1/2" -, - 30 ON . Twil - - - - _ - - - - - _ I 101E-WINDOW=p,�= - 2'-9" ❑ o - EXISTING HANGING I - W IF] �, - -]E:GUTTERS B I y qS a ( ❑ A I ILI 11 - - - - - - - - - - - W- ❑ ❑ -I ( 2ND FL FIN. -tx6�ERfi1C�Kt -- - - - - - - - - - - 100'-0" Mal CEDAR FENCE AT UTDOOR smwtR I I I � EQ. EQ. A SOUTH ELEVATION - --------_- _ I I I 2' O" I � ( i I NEW GAMBREL DORMER ROOF - - ---- ( \� ----- -- ,�, fkC�At�VVtNDOW& --- - o ® —ILI in 7— 611 >1 ff All - ---- W 0 = _ - NEW PENTEAVE ON -- _►- MASTER BEDROOM WING TO MATCH _ PITCH OF EXISTING dill T.O. 2ND FL. FIN. FL _ ==_ �- _. :._ -: _ - _ T.O. 2ND FL. FIN. FL _- - - - -- Ric- 109' 4 1/2" _ - - _ - - - = = - _- - -_ 109'-4 1/2* - - - - - - - - - ---- _ --I I--- NEW i I I IJu MASTER I I I I DECK I ( 1E :1E JE POWDER HALLC ROM T _ 2ND FL. FIN. FL : ( I I I I I I - _ - T.O. 2ND FL. FIN. FL I 100-0 - - _ I I I B EAST ELEVATION/SECT. AT MASTER WING I EAST ELEVATION SCOPE OF WORK DATE::. ISSUE DRAWN CHECKED 07.28.15 REVIEW EJR JDA C�L ARCHITECTS a °�� A`��9%: y+ RIEGEL � ATEST W1EXTERIOR ELEVATIONS 08.25.15 PERMIT EJR JDA AZ '� ' j 08.28.15 PERMIT EJR JDA e � o- 262 Washington Street 2nd Floor Boston,MA 02108 °�-'% `yam , FISHERS ISLAND NY • 617-451-5740 ARTarchitects.com �.�'r s8'o���° OB'NUMBER SCALE OF THE�lT�le��� 1420 1/4"=V-0"f-0" - - ( NEW BRICK CHIMNEY ABOVE ROOF LINE TO MATCH EXISTING, =s J CONNECT TO EXIST. LIGHTNING PROTECTION SYSTEM I I I I I EXISTING ASPHALT SHINGLED ROOF I I I 11 -IF \\ I I ❑ ® ® ■ _ F-1 ❑ E:1NEW PENTEAVE ON I ❑ ❑ o MASTER BEDROOM F F �_ ❑ F EJ] NEW PENTEAVE ON WING TO MATCH 1 ,-0" MASTER BEDROOM PITCH OF EXISTING I WING TO MATCH x PITCH OF EXISTING �T O. 2ND FL. FIN. FL NEW ASPHALT SHIINGLED = U RQOF TO MATCH E-XIfTI1`1_� J-11 ---- --MOVE-EXIST. LIG }` S ONTO SHINGLED WALL - --- -- - - - --- - - -NEW CEDAR-SHINGFIF] JLJI_ EmLED - --- - - - - I -- -- - - ------ --_----- - ❑ WALLS-TO -MATCH_HL --_ ---_--- ❑ - -- ------_---_- ---- -- --w __ --_- EXISTING- ----__.--- -- - -- ---- -- I u 0 0 IL ❑ - -� -- - -- - T.O. 2ND FL FIN. FL --- ___._.__.___-._-- �, __-- I — — — _ I — 100 0 _ -- - i i ' I SCOPE OF WORK - - - - - - - A NORTH ELEVATION 1/4"=1 9-0" NEW CHIMNEY ABOVE ROOF LINE, CONNECT TO EXIST. LIGHTNING PROTECTION SYSTEM - I i Ell I I I - _ NEW GAMBREL DORMER ROOF uj NEW PENTEAVE ON MASTER BEDROOM \ I w -- - — WING TO MATCH PITCH OF EXISTING T.O. 2ND FL FIN. FLI -_ �a .- - - - - 109'-4 1/2" — — r — — — — -- — 1-- — T.O. 2ND FL - - - - - _ ------------ --------- --I- - _ - - - - - -� - -- 109'-4 1/2" L I I - -------- AAR-SHING�FD REPT a1 i w yD0 --- I XISTIN _ _ NEW ® I I MASTER HALL z DECK Tr HeWER0 0 I OO ' O T.O. 2ND FL. FIN. FL 100'-0 — — — — T.O. 2N FL FI FL. --------------- 100'-0 I I B WEST ELEVATION SECT. AT MAIN HOUSE 1/4"=1'-0" I B WEST ELEVATION-MASTER WING SCOPE OF WORK _ �,.,... .�t�► =TITLE ' 'DAM ISSUE DRAWN`� CHECKED AR�1f/T :` ••GOAOA.t7C�B-���.� x,„ AI 07.28.15 REVIEW EJR JDA& ARCHITECTSRIEGEHOUSE - ESTI EXTERIOR ELEVATIONS 08.25.15 PERMIT EJR JDA cc_'4 08.28.15 PERMIT EJR JDA 262 Washington Street 2nd Floor Boston,MA 02108 F_ oa FISHERS ISLAND NY 617-451-5740 ARTarchitects.com °' �ry0��ygtti� ,r.. OB NUMBER:,,', . : SCALE, . 1420 RIDGE EXIST. COPPER RIDGE CAP EXIST. 2X8 RIDGE BOARD (1Y2"x7}2") EXIST. 1X SHEATHING, REPLACE ROTTED OVERSPRAY OPEN CELL INSULATION (11"N12" THICK) OR BOARDS W/PLYWOOD AS NECESSARY PROVIDE CLOSED CELL INSULATION TO FILL ROOF & VNALL CAVITY RIDGE ON MASTER BEDROOM DOOR BELOW A&M 5713 CROWN OR RIDGE BOARD (1 "X11 ") MATCH EXIST. COPPER RIDGE CAP SIM. TO MATCH EXIST. OVERSPRAY OPEN CELL - _— --- -_— INSULATION (11"-12" THICK) Y4" PLYWOOD SHEATHING F' MATCH EXIST. ASPHALT SHINGLES ?,rs 2X12 ON T 2-2X6 HEADER SISTER 2X10 CEILING FRS POST AT RIDGE vz BE�YLN WINDO JOISTS AT NEW DORMER ®2�, %" P OOD P NT - - \ EXIST 2X8 CEILING J01 S 24" O.C. BLOCK BETWEE ISTS := i — — — — — — — — — — — — - - - ° 3-2X8 BEAM - - - __ - - _ - - - _ I \ / ALIGN NEW CEILING W/EXISTING \ DEMO SHED DORMER 0 STSO�J014"SO.CcALIGN CEILINGW EXISITINGN / / \ r \ CEDAR BED - v - - - - -- - - .- - - - 3-9Y4- LVL B MOLDING TO PROM E/C 0 CELL FOAM \ MATCH EXISTING i = INSU yION I FILL ROOF & \ WALL \ I I I FIFIE BOARD ST D I 0 \IF] SOFFITBEADED = I I o o // !� I I G G \\ A&M 5351 CEDAR 3 `�' � to A&M I � _ X I ( BED MOLDING I X c=_, O I D W �, / I Ico OPEN CELL MINSULATIONLj 0 FILL NEW 2X6WALLCAVITY FIR BRACKET I /PROM Q OSED CELL = FOAM I TION IN I �n '�' ioz N CANT. 0 R JOISTS REPLACE BASEBOARD HEAT W/WOOD BASEBOARD INSULATE EXISTING FLOOR W/BLOWN-IN CELLULOSE INSULATIONEAVE 2X12 FLAT X Y 0 2X12 F RETURN LA 1 - / PLATE ON N " PLA1E ON - - - -- - - - - - - - = t2'-5" ROOF SHINGLES SUB OR SUBFLOOR - -- - - - - - - - - - - - -- -- - - - i TO EXTERIOR WALL -- CUT BACK EXISTING EXIST. LOWER CEILING TO REMAIN FLOOR JOISTS SECTION AT GAMBREL DORMER B SCALE: 1/2" = 1'-0" I REMOVE EXISTING EAVE LIGHTING X MASTER W DRESSING . MASTER I BEDROOM N W REMOVE EXISTING STUCCO co COPPER FLASHING W/ WALLS & PROVIDE I ICE & WATERSHIELD BENJAMIN OBDYKE N COUNTER FLASHING HYDROGAP BUILDING WRAP W AT P.T. LEDGER ICE & WATERSHIELD UNDER CEDAR SHINGLES cc /4X4 IPE DECKING FLASHING OVER TO MATCH EXISTING DOUBLE & TRIPLE N W/BLIND FASTENERS FRAMING MEMBERS _ PARGE EXIST. EXPOSED FOUNDATION WALL AS P.T. 2X10 DECK JOISTS ® 16" O.C. NECESSARY EXISTING BEAM ON INSULATE EXISTING FLOOR & DO1WN CONC. SONOTUBES & FOUNDATION WALLS W/CLOSED CELL � I- - - - - - ti CMU PIES SPRAY FOAM INSULATION, COVER; WITH a C RAW LS PACE INTUMESCENT PAINT ea d e e d� �d __ ____-- BASEMENT "__III I_ I I— I I—III—I I I_I e d e qe — e' d. n . d a d I ae Le I d yJ I d L J d e d I e <d I np < 0 ASECTION AT GAMBREL DORMER/MASTER DECK SCALE: 1/2" = 1'-0" ,..�•sl1n►fltirr TITLE DATE : ISSUE DRAWN CHECKED � �°G�>>�Rtb A4CH/T'r aryr *, � �...� r -� RIEGEL HOUSE - WESTI BUILDING SECTIONS 08.25.15 PERMIT EJR JDA �L ARCHITECTS �� t & DETAILS 08.25.15 PERMIT EJR JDA i C,` �4 262 Washington Street 2nd Floor Boston,MA 02108 FISHERS ISLAND NY�� `�.�sf'*�,ti �g�� ,�w�,fE' s 617-451-5740 ARTarchitects.com rtCrf �� �IIE ct*� Q�°� OB.NUMBER : . SCALE:' 1420 AS NOTED 2'-10y" R.O. 2'-7" NOTE: V4 x 4 CEDAR FIAT R.O. 2'-9y" FRAME— CASINGS, TYP. EASIING 'A' WINDOWS & DOORS 100 & OS TO REMAIN 3'- " R.° 21-6" CONTRACTOR TO CONFIRM WINDOW �3 AI1GN 3'-1y" FRAME Ys X X X2X FRAME O SIZES TO FIT INTO EXISTING WINDOW 1 OVE ST. WIN w R.O. _ Di ROUGH OPENINGS WHERE NECESSARY IZ3-CUAWN3220 F1C5 EQ1H -IL-1 . 2'_ " CUAWN3018 3'-�" R.O.0-1 2'-8" FRAME o. `` � d R.O���� 3'-2Y4" R.O. CD La 2'-1I4" 3'-toy" R.O. 3'_1y" FRAMEFRAME 2'-9" R.O. B M ES = 3'-1�' FRAME W _ N S M11 F-F _ _ _ � 00 � = O Qt OLLj �o I 1 _1L �E wi FJ I I IZ3-CUDH-NG 3020 z -IF] 2" THICK CEDAR X �+ ' IL �,"-,, o SUBSILL, TYP. W w IL _ _ o u_ d _ V co ^ p o0 W 2 �` =cy =O w = IZ3-CUDH-NG 3222 IZ3-CUDH-NG 3222 -� 1 _ _ � co 1 = C5 0 ca (WITHOUT SHUTTERS) (WITH SHUTTERS) = 1 ck� i a (iu = -co T {i D X X W W IZ3-CUDH-NG 3218 IZ3-CUDH-NG 3220 a FIRST FLOOR WINDOWS (WITH SHUTTERS) WINDOW SCHEDULE CUDH-NG 2024 3'-g)/" FRAME GENERAL WINDOW NOTES: IZ3-CUDH-NG 4024 2'-6" 2'-6" 1 BEFORE ORDERING ANY MATERIALS COPPER FLASHING VARIES FOR SHUTTERS ON %x4Y" CASINGS TO TYPE ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS NOTES: OR DOING ANY WORK, THE THE GABLE ENDS MATCH EXISTING, TYP. TYPE MANUFACTURER MODEL No. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING NEW SHUTTERS: AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY MANUFACTURER: BEECH RIVER MILL CLAD WIDTH HEIGHT WIDTH HEIGHT HARDWFINISHARELAYOUT SHALL BE SUBMNAY BE TTED THE FOUND STYLE: 1 OVER 1 RAISED PANEL cn ARCHITECT FOR DECISION BEFORE MATERIAL: CEDAR °° PROCEEDING WITH THE WORK. > TO MASTER Q0 TO TOILET to TO CLOSET EXISTING D.H. EXISTING D.H. WINDOWS TO 1 411 STILES BATHROOM 0 00 00 A MARVIN WINDOW TO REMAIN – _ – – – - REMAIN, RE–PAINT INTERIOR 2) SEE WINDOW ELEVATIONS FOR AS NECESSARY MUNTIN PATTERN. 2" TROP RAIL ELEVATION OF 1/ CLOSED POSITION 3) ATTIC AWNING WINDOWS TO BE 2Y2"' BOTTOM RAIL FIXED 12 • s SHUTTER TYPE A X CLAD ULTIMATE / CEDAR 8 MARVIN DOUBLE HUNG - IZ3-CUDH-NG 2'_10 1/2" 4'-0" 2'-9 1/2" 3'-11 1/2" SATIN NICKEL 6/1 ALIGN WINDOW HEIGHT WITH SIZES. TO BE DETERMINED CONSTRUCTION. HARDWARE: USE NEXT GENERATION 3028 EXISTING WINDOW "A" ) HARDWARE: BEECH RIVER MILL PIN BRA WITH STRAP HINGES. 4 PROVIDE TEMPERED GLASS AS BRASSHOOK AND EYE REQUIRED BY LOCAL CODES. TIE-BACKS 108 109 01 WINDOW OPTIONS: CLAD ULTIMATE IZ3–CUDH–NGINTERIOR DOOR SCHEDULE C MARVIN DOUBLE HUNG – 3222 3'-2 1/4" 4'-4" 3'-1 1/4" 4'-3 1/2" SATIN NICKEL 6/1 AT IN EXISTING R.O. 1) SCREEN - HALF SCREENS FOR NEXT GENERATION DOUBLE HUNG WINDOWS, (STONE MANUFACTURER MODEL No. STYLE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS NOTES: GENERAL DOOR NOTES: WHITE) 2 HARDWARE - SATIN NICKEL N0• WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL CLAD ULTIMATE SASH LOCKS - 1 PER D.H. WINDOW VERIFY ALL MEASUREMENTS AT THE BUILDING D MARVIN DOUBLE HUNG – IZ3–CUDH–NG 2'-2 1/4" 4'_8" 2'-1 1/4- 4'-7 1/2" SATIN NICKEL 4/1 (SATIN NICKEL) FIRST FLOOR - DOOR SCHEDULE AND SHALL BE RESPONSIBLE FOR THEIR NEXT GENERATION 2024 CORRECTNESS. ANY DIFFERENCES WHICH MAY SASH LIFTS - 2-PER D.H. 001 BE FOUND SHALL BE SUBMITTED TO THE WINDOW BALDWIN #0470 (SATIN ARCHITECT FOR DECISION BEFORE NICKEL) 100 PROCEEDING WITH THE WORK. 3) MUNTINS — %" SDL W/ALUMINUM 0S 2) SEE PLANS FOR HANDING. CLAD ULTIMATE IZ3–CUDH–NG " " " SPACER BAR 101 E MARVIN DOUBLE HUNG - 4024 3-10 1/4 4'-8m 3-9 1/4 4-7 1/2 SATIN NICKEL 6/1 3) PROVIDE ARCHITECT SHOP DRAWINGS FOR NEXT GENERATION 1S EXISTING INTERIOR & EXTERIOR DOORS TO REMAIN REVIEW 4) INTERIOR — PRIMED 102 4) PROVIDE WEATHER–STRIPPING FOR ALL EXTERIOR DOORS. 5) GLASS 103 MANUFACTURER - MARVIN 104 5) MATCH EXISTING MAIN PART OF HOUSE. CLAD ULTIMATE GLAZING — DOUBLE—PANE SATIN NICKEL HINGES AND KNOBS TO MATCH F MARVIN DOUBLE HUNG - IZ3-CUDH-NG 3'-2 1/4" 3'-8" 3'-1 1/4" 3'-7 1/2" SATIN NICKEL 6/1 105 EXISTING EXCEPT FOR INSIDE THE BATHROOM NEXT GENERATION 321$ TYPE - CLEAR LOW-E 180 U-VALUE - 0.31 106 EXISTING BEDROOM SEAL OFF DOOR DURING - POLISHED CHROME SHGC - 0.50 DOOR TO REMAIN CONSTRUCTION BOTH SIDES VT _ 0.57 WITH PLASTIC & TAPE EXISTING PLASTERED PROVIDE CASING ON MASTEREXISTING PLASTER JAMBS TO CR - 55 107 OPENING BEDROOM SIDE EXIST. EXIST. - - - EXIST. - ADD WOOD JAMBS & CASINGS CLAD ULTIMATE GAS - ARGON FILLED TO ONE SIDE G MARVIN DOUBLE HUNG - IZ3-CUDH-NG 4'-0' 3'-8" 3'-11 1/2" 3'-7 1/2" SATIN NICKEL 6/1 IZ3 STORMPLUS RATED WINDOWS 3220 NEW TO MATCH SPLIT FINISH ON KNOB WITH NEXT GENERATION 108 BROSCO WP-1053 4-PANEL PINE EXIST. EXIST." 2'-6" 6'-8" 1 3/8" EXIST. 2X4 WALL EXISTING POLISHED CHROME ON INSIDE 6) EXTERIOR CLAD — STONE WHITE 2–8> 61-1 01 W/PRIV. LOCK & SATIN NICKEL ON THE 7) EXTERIOR CASINGS & SUBSILLS — PAIR OF OUTSIDE PAIR OF 2–PANEL PINE2'-6" (PAIR 6_8 1 3/8 NEW 2X4 WALL DUMMY KNOBS POLISHED KNOBS, W/MAGNET 2" AZEK SUBSILL, FIELD APPLIED 109 BROSCO WP-1053 W/ASTRAGAL 2'-W 6'-10Y" OF 1'-3") " " ON BOTH CATCHES TYP. UNLESS OTHERWISE NOTED. SIDES H MARVIN CLAD ULTIMATE FIXED IZ3–CUAWN 3220 2'-9' V-7 5/8" 2'-8" V-7 1/8" SATIN NICKEL 1 4X4 CEDAR CASINGS. SECOND FLOOR - DOOR SCHEDULE AWNING 8) JAMB EXTENSION - TBD (EXISTING 2X4 WALLS & NEW 2X6 201 BROSCO SC PRIMED PAIR OF FLUSH DOORS 5'-2) ' 6'-1Q12" 5'-0" 6'-8" 1 3/8" NEW 2X4 WALL DUMMY NOBS OF SATIN NICKEL KNOBS, WALLS) W/MAGNET CATCHES ON OUTSIDE SPIDER WEB GRILLE CUSTOM WOOD 9) PROVIDE COPPER SILL PAN AT I CUSTOM FIXED SINGLE OR 2'_7" V-5 5/8" 2'-6" 1'-5 1/8" – CUSTOM CUSTOM SPIDER WEB ALL WINDOWS & COPPER HEAD 202 EXISTING STUDY DOOR _ FLUSH DOOR – – – – – GLAZED WOOD OR MARVIN FLASHING @ WINDOW HEAD CASING TO REMAIN CLAD WINDOW CUAWN3018 203 EXISTING BATHROOM _ FLUSH DOOR - - - - - DOOR TO REMIAN `-g.`rnrnr►y�r Riff ARCH TITLE `. DATE ISSUE DRAWN CHECKED A, R & T ,. ,a ,,F� ,, �r•�e ° �'<eF•' ,, RIEGEL HOUSE 08.28.15 PERMIT EJR JDA ARCHIrI'ECTS INC. WINDOW & DOOR SCHEDULE • Y r .c+ G ;01 yrt'+r . 262 WASHINGTON STREET BOSTON MA 02108 "- �A � " ` ' A5001 � ' � FISHERS ISLAND , NY Tel:617-451-5740 Fax:617-451-2309 e�`�' A1f> � � B NUMBER SCALE www.ARTARcxrrEcrs.coM :�,M�r,�,14.- 1420 1/4"=11-0)1 - -- - - - - -- - --- - -- -- --- - -- ----- ---- -- — -. - - _ .. . ---- - -- ---- - ---- - - -- ----- ----- -- - - - - ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES SYMBOL AV JACKS SWITCH 1p DUPLEX RECEPTACLE OUTLET SA CEILING FIXTURE (SURFACE) TELEPHONE OUTLET, CAT-5 WIRE W/RJ11 PORT THREE WAY SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE RECESSED ❑ COAXIAL CABLE JACK FOR TELEVISION, OR $3 ?ice WATERPROOF (RECESSED) 11 OR Oat COMPUTER, OR BOTH TV & COMPUTER FOUR WAY SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL N COMBINATION COAXIAL CABLE JACK FOR BOTH 4 cmc W/ GROUND FAULT INTERCEPT CIRCUIT © WASHER) COM TELEVISION & COMPUTER $0 SWITCH W/DIMMER 9 HORSEBNARD LY MOUNTED OUTLET IN WALL SCONCE UNDERCABINET LIGHTING SYMBOL DETECTORS/ALARMS/CONTROLS �� WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET }—< (NUMBER REFERS TO LENGTH) JAMB ACTIVATED SWITCH DUPLEX RECEPTACLE OUTLET FLUORESCENT FIXTURE O SMOKE DETECTOR FULL SWITCHED (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET LED OR LOW VOLTAGE, CARBON MONOXIDE DETECTOR $L LIGHTED SWITCH HALF SWITCHED LED OR LoV TRANSFORMER CO (WALL MOUNTED) DUPLEX SPECIAL PURPOSE LT LOW TEMP DETECTOR RECEPTACLE OUTLET TO LANDSCAPE _ SYMBOL PANELS RECESSED PICTURE LIGHT OUTLET S EXTERIOR SPOTLIGHT (EAVE MOUNTED) �] THERMOSTAT ® ELECTRICAL PANEL ® DUPLEX FLOOR OUTLET ® CEILING MOUNTED EXHAUST FAN H HUMIDISTAT EXISTING X (LETTER REFERS TO TYPE) TERRACE NEW ® ELECTRICAL SUB PANEL ® QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN �R� HEAT RECOVERY VENTILATION BLUESTONE CONTROLS PAVING NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING A A A A / I B I- -- -- -- -I B a WP P I SEAT I P TO POOL TO LANDSCAPE I - --- � -- - - -- .� - - - I LIGHTS LIGHTS IMOVE EXIST. DECK OUTLET HERE DENI I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WOOD FLR. _ - - - - - - - - - - - - - - - - - - - - - — - - - -- - - - - - - - � tiva� LIVING ROOM Dv MOVE EXIST. DECK OUTLET HERE1 I WOOD FLR. I I - ————— _ REMOVE 3-EXIST. SOFFIT LIGHTS KITCHENI I I TV I ( L, I I D/w WOOD FLR. I I COP ER EXHAUS \ IN-SOFFIT-4 80\E- - 1I L _ I I -- ---- R �I N LANTERN AT I I _ — — \ 6' 0" ABOVE LANDING - - ------- ---- -- ---- - L I NEW E C SUBPANEL H LANDING11 I I I It a I �F- - - - - � ONF-IF-R USING I 0 o I I I �= I F - P O MIRROUTI SDINING ROOM ` kCT. HEATED POWER oWOOD FLR. o BAR SCONOR MAT NEWIo A.F.F.PANTt� IW/0 WOOD FLR. I I- - /-\ (�/"� P.R. R AR I— — — R. F. 3 — — — — I I I— — la I OOD R. TIL R. BATH ' ❑ — —— — — ASTER co J •104 SWITCHES Q CTR Q5'STEPS E - Q BEDROOM A.F.F. LAND'G. A 1 1 NO n- I LIGHTS & Li Li I I I - - - - - - - - - - - - SWITCH I � CONNEC I I ENTRY HALL 3 3-WAY W/EXIS S E E �E� E E E E \ E ( S I WOOD FLR. I I HALL LIG �� I MAST'�R DRESSING �, I I I — 103 T. E NG LIGHTING E N E ( I / _ Q EXISTING CLOSET STAII R SHELVES D ® I — — — — — LIGHTS TO REMAI — — — — — — — ` ` 1.105 HI_ wP —' MOVE EXIST. LANTERN & OUTLET — P ° I ONTO NEW SHINGLED WALL, PROVIDE I .O OFFI — I ( UNFINISHED CEDAR LIGHT BLOCK -I WOOD FLR. —I _ _ _ _ _ _ TANKS N I I ENTRY SCOPE OF WORK I — MUD/LA DRY ( I I PORCH T TILE FLR. I I ❑ BLUESONE F ❑ ❑ I I - - - _ - -- - - - - - - - - - - - - - - - - -- -- I 71 v I E MOVE EXIST IN I I - - - — J 0 TO LANDSCAPE SCOPE OF WORK TSO LANDSCAPE LIGHTS +�,,•��;,.atD TITLE DATE ISSUE DRAWN CHECKED 6 AI&T r�ro�e RIEGEL u0 u S W E S T IN"" FIRST FLOOR 08.25.15 PERMITEJR JDA ;; > 1 1 — 08.28.15 PERMIT EJR JDA ARCHITECTS �. �� ,�. . x . w w ELECTRICAL PLAN 262 Washington Street 2nd Floor Boston,MA 02108 FISHERS ISLAND 1 • 617-451-5740 ARTarchitects.com �`�"x��`�NF'�?�t�'� � 1 V JOB,.NUltiIBER; SCALE N 1420 ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES SYMBOL AV JACKS SWITCH DUPLEX RECEPTACLE OUTLET SA CEILING FIXTURE (SURFACE) v POR PHONE OUTLET, CAT-5 WIRE W RJ11 THREE WAY SWITCH ((� DUPLEX RECEPTACLE OUTLET ❑ COAXIAL CABLE JACK FOR TELEVISION, OR $a CEILING FIXTURE RECESSED T1wa WATERPROOF ® ( ) ii OR Et COMPUTER, OR BOTH N & COMPUTER DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL MT5— COMBINATION COAXIAL CABLE JACK FOR BOTH $4 FOUR WAY SWITCH W/ GROUND FAULT INTERCEPT CIRCUIT B WASHER) COM TELEVISION & COMPUTER SWITCH W/DIMMER (I� HORIZONTALLY MOUNTED OUTLET IN WALL SCONCE 0 11"® , BASEBOARD WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET u# N LIGHTING ��' � �< (NUMBER REFERS TO LENGTH) SYMBOL DETECTORS/ALARMS/CONTROLS JAMB ACTIVATED SWITCH DUPLEX RECEPTACLE OUTLET FLUORESCENT FIXTURE FULL SWITCHED (NUMBER REFERS TO LENGTH) O SMOKE DETECTOR DUPLEX RECEPTACLE OUTLET LED OR LOW VOLTAGE, CARBON MONOXIDE DETECTOR �� LIGHTED SWITCH HALF SWITCHED FL-E-61 OR LoV TRANSFORMER CO (WALL MOUNTED) DUPLEX SPECIAL PURPOSE LT LOW TEMP DETECTOR RECEPTACLE OUTLET SYMBOL PANELS RECESSED PICTURE LIGHT OUTLET S EXTERIOR SPOTLIGHT (EAVE MOUNTED) [T] THERMOSTAT ® ELECTRICAL PANEL ® DUPLEX FLOOR OUTLET ® CEILING MOUNTED EXHAUST FAN H HUMIDISTAT X (LETTER REFERS TO TYPE) ® ELECTRICAL SUB PANEL ® QUADRUPLEX FLOOR OUTLETHEAT RECOVERY VENTILATION CEILING PADDLE FAN HRV CONTROLS NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/IV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T—STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 111 IMIT11 00 F-1 F-1 I —=m� q- DOOR — _ — - - - - - - - — — —,�� - -- - - - — r,� - - - - _ 71, 77 —��l��— CO SHLVS. EX. STAIR !� - - - - - - - - -1- - - - -- - - - _ _ - - _ 200— I II!�, I MOVE ,- MOVEEXI Q SHLVS. y I LIGHT ucHT 0 it EX TING ELECTRICAL FIXTURES & CES TO REMAIN N - - & OVE/REPLACE NEW AREAS ERE NECESSARY T- AT ABOVE El OPEN I SWIT ES I SC BELOW I W J I I I O ❑ \ I I SEAT D. S 3 LIGHTS & I O O On ❑ ❑ o I I I -- I I MOVE EXIST. SPOTLIGHT ONTO NEW SHINGLED WALL, ❑❑ i I EX. STUDIO e E PROVIDE UNFINISHED CEDAR LIGHT BLOCK �-� OVE i I j EXI F E EX. LIGHT ( I I - - - - - - BATH ilii ( IL- - - - - - - I I SCOPE OF WORK I a ,a•'. Rcb �RCy '��• TITLE DATE ISSUE DRAWN. CHECKED 08.25.15 PERMIT EJR JDA �� •`�°�p A�Q��' ,; SECOND FLOOR =' > ► • ' - = RIEGEL HO "ur 'wSE — E S 11 1% V 08.28.15 PERMIT-A- �L ARCHITECTS - -w' EJR JDA = ELECTRICAL PLAN 262 Washington Street 2nd Floor Boston,MA 02108 $ p�s�� Mi g4=�� FISHERS ISLAND NY 617-451-5740 ARTarchitects.com '' � ��'� '' OB NUMBER :,, SCALE ° . �,:�.,...p...,,� N 1420 �. GENERAL NOTES - STRUCTURAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE BUILDING DESIGN LOADS WOOD GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD LIVE LOADS CONNECTION NAILING SNOW SPEED DESIGN UNDERLAYkJIENT HAZARDS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) JOIST TO SILL OR GIRDER,TOE NAIL 3-8d LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? RESIDENTIAL DWELLING HABITABLE AREAS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT BRIDGING TO JOIST,TOE NAIL EACH END 2-8d DEPTH FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF STRESSES: SOLE PLATE TO JOIIST OR BLOCKING,FACE NAIL 16d AT 16"oc 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PROVIDED NOT APPLICABLE SNOW LOADS BENDING,REPETITIVE USE Fb = 1,035 psi TOP PLATE TO STUiD,END NAIL 2-16d TO HEAVY = GROUND SNOW LOAD,Pg=20 PSF BENDING,SINGLE USE Fb 900TENSION PARALLEL TO GRAIN Ft = 575 STUD TO SOLE PLANE,TOE NAIL 4-8d FLAT/SLOPED ROOF SNOW LOAD,Pf/Ps=20 PSF COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 DOUBLED STUDS,FACE NAIL 16d AT 24"oc WIND LOADS SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED TOP PLATES,FACE NAIL 16d AT 16"oc COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d IMPORTANCE FACTOR, I=1.0 MODULUS OF ELASTICITY E = 1,700,000 CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc NOTE: WIND EXPOSURE CATEGORY:C LAMINATED VENEER LUMBER(LVL) ALONG EACH EDGE NOTE: BASIC WIND SPEED=120 MPH 3 SEC.GUS Fb=2,600 psi,MIN. DIMENSIONS SHOWN ON THE ( T1 P CEILING JOISTS TO,PLATE,TOE NAIL 3-8d STRUCTURAL DRAWINGS ARE GNCB DRAWINGS WERE COMPILED USING THE FOLLOWING E=1,900,000 psi MIN. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d OBTAINED FROM THE ARCHITECTURAL REFERENCE PLANS: GENERAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d DRAWINGS AND ARE INCLUDED AS PER MANUFACTURER'S RECOMMENDATIONS. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d INFORMATION COMPLEMENTARY TO DRAWINGS BY: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 INTERNATIONAL 3. ALL OPENINGS SHALL BE FRAMED WTIH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. RAFTER TO PLATETOE NAIL 3-8d THE ARCHITECTURAL DRAWINGS. A,R&T RESIDENTIAL CODE PORTION OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE 4. ALL EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. ,. ARCHITECTS,INC. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 5. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, BUILT-UP CORNER STUDS 16d AT 24"oc LAYOUT OF THE BUILDING FRAMING 262 WASHINGTON ST. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS OR OTHER FINISH APPROVED BY ENGINEER. BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP OR OTHER ITEMS MAY BE MADE USING BOSTON, MA02108 AND EXISTING CONDITIONS. 6. ALL BOLTS TO BE HOT-DIPPED GALVANIZED. AND BOTTOM AND STAGGERED THE DIMENSIONS SHOWN ON THE 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 7. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. STRUCTURAL DRAWINGS ONLY IF THE RIEGEL HOUSE ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 2-20d AT ENDS AND AT CONTRACTOR HAS COMPARED THESE FISHERS ISLAND, NY NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. EACH SPLICE DRAWINGS WITH THE ARCHITECTURAL 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING PLYWOOD: UNLESS OTHERWISE NOTED DRAWINGS AND HAS RECEIVED AFTER CONSTRUCTION IS COMPLETE. IT 1S THE CONTRACTOR'S SOLE RESPONSIBILITY CLARIFICATION FROM THE ARCHITECT FOR THE BUILDING DURING CONSTRUCTION, INCLUDING,BUT NOT LIMITED TO STURD-I-FLOOR REGARDING ANY ERRORS, INCONSISTENCIES METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. REINFORCED CONCRETE PLYWOOD SHEATHING OR OMISSIONS. FOUNDATIONS 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 3/4"TONGUE AND GROOVE 8d NOT ALL EXISTING CONDITIONS ARE KNOWN AT THIS TIME.WALL SHEATHING 15132"PLYWOOD FASTENED ATT oc ONCE DEMOLITION HAS TAKEN PLACE AND CONCEALED AREAS SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 10d 1. ALL SPREAD FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED GRANULAR DEPOSITS 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE AT EDGES AND 10"roc AT INTERMEDIATE SUPPORTS HAVE BEEN OPENED UP,CONTACT GNCB CONSULTING ENGINEERS, P.C. BELOW ANY FILL OR ORGANIC MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TO MAKE A SITE VISIT TO DETERMINE EXISTING CONDITIONS AND MAKE A MINIMUM ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. AS FOLLOWS: ROOF SHEATHING 5/8"PLYWOOD FASTENED AT 6"oc 10d RECOMMENDATIONS, IF REQUIRED. 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. WALLS,FOOTINGS AND PIERS 3,000 PSI AT EDGES AND 10"roc AT INTERMEDIATE SUPPORTS 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW EXISTING EXTERIOR SLAB 4,500 PSI THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND DETAILS AGAINST THE ARCHITECTURAL GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS NOTES: DRAWINGS AND FIELD CONDITIONS. ENCOUNTERED. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 4. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. GRADE 60. 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. SCHEDULE BASED UPON COMMON WIRE NAILS. ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR LARGER NAIL SIZES;REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. POSITIONS INDICATED. SUBMIT PRODUCT IDATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. INDICATED SHALL BE: CONCRETE POURED AGAINST EARTH 3COMMON WIRE NAIIL DIAMETERS " CONCRETE POURED IN FORMS, BUT EXPOSED TO EARTH OR WEATHER: 6d 0.113" a. BARS#5 AND SMALLER 1-1/2" 8d 0.131" b. BARS LARGER THAN#5 2" 10d 0.148" 6. CONCRETE MEMBERS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. 12d 0.148" 16d 0.162" 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. 20d 0.192" APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC JOISTS FRAMING TO LEDGERLOKS AT CONT LEDGER ON FLOOR STAGGERED TOP AND LEDGER RIM BOTTOM 8"oc JOIST TYPICAL EXTERIOR HANGER STAIR FRAMING 3O 2-2x LANDING LEDGERLOK CONT RIM FRAMING SCREWS BOARD OR ��r STAGGERED WALL STUD LUS26-2 JST HANGER BEAM AT TOP 2-5/8"GALV UPPER LANDING OF DECK POST BOLTS DECK 2x CUT FOR STEPS JOIST PLUS 2x6 SLOPED DECKING \ JOIST HANGERS 2-2x6 WITH 6x6 PT WOOD AT BEAM TYP POST BASE POST TO PIER TYP 4x I DECK POST BASE CB66 LS50 M I D POST CLIP 2x6 EA SIDE BASE SUPPORT 2-5/8"x4" cv LAGS.TYP 2x4 STABILITY BRACING 12"DIA AV o CONC PIER 6" 6" 12"DIA CONC s WITH 145 PIER W/1-#5 O VERT+HOOK +HOOK U_ CENTER 5/8"THRU w0 O 344 BARS U_ 344 BARS BOLT.TYP w BOTTOM. F o0 EACH WAY r EACH WAY O 3"CLR COVER -m CONCRETE m � FTG.BASE TYP SECTION r FOOTING U_ 2'-0"SQ. r 2'x2'x1' LL r r TYPICAL FRAMING DETAILS 11 . •• TITLE DATE ISSUE DRAWN CHECKS r 0� NEW r 130 ELM STREET �� OFtT/ego+ A R & T j ��j r •, POST OFFICE BOX 802 COO ' ' ' RIE L,, S E - V V E S I N G GENERAL NOTES & TYPICAL 31 Au 2015 PERMIT SET RLB CCB S1 ,80 ON° c CUTR 647 ., ARCHITECTS, INC. t DETAILS PHONE: 860 388 1224 262 WASHINGTON sTRI;EI,BOSTON,MA 02108 FAX: FISHERS ISLAND NY 860 388 467 3 {•�p '�� Tel:617-451-5740 Fax:617-451-2309 Consulting Engineers, P.C. GNCBENGINEERS.COM � OB NUMBER SCALE SS�fl WWW.ARTARCFMCTS.COM P: 15151 As indicated 3 2 3 I 12"DIA.SONOTUBE I ? FORMED PIER I ( REFER TO ARCHITECTURAL x6 PT POST+ 1 ON SQUARE FOOTING DRAWINGS FOR DECK DIMENSIONS 12"DIA.SONOTUBE SEE TYP.DETAILS ; FORMED CONCRETE PIER (2)2x10 PT RIM,TYP. SEE TYP.DETAILS - - - - - - - - ^ -�' -- - - - - - - - - - -- - - - - - - - - C - - - — - — - — - - — - I - - - - - - - - - r REFER TO ARCHITECTURAL DRAWINGS FOR DECK PIER LOCATIONS Z-0. i 1 PIERS AT BASE OF STAIRS CENTER PIER ON EXISTING BEDROOM OUTLINE OF U o V.I.F. DOOR PER ARCHITECT DECK ABOVE I coo a 0 2X10 PT LEDGER i ' x ATTACHED TO HOUSE 6"CONCRETE PAD DN CN' SEE TYP.DETAILS • - i AT GRADE o B r '_-7T--=tom"—T:- —� _-- »-i - '—•- I _" 41 I STEP DOWN 611 DN { � CONCR. cl PAD 2x10 AT 16"oc INFILL;' 1 DEMO ! 3-4 I Ii j? II I II i ------- -1— i EXISTING CHIMNEY ABOVE `� i ----------- - ---- _-- -------- ( i i FIRST FLOOR FRAMING I + u I i I• l� I I TAY ii i; ii j! 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GNCBENGINEERS.COM OFES ga�pti Tch 617-451-5740 Fax:617-451-2309 WWW.ARTARCI=CTS.COM OB NUMBER SCALE P: 15151 1/411 = 1'-0" OVERBUILT ROOF (2)2x6 1 3/4"x 117/8"LVL 2x6 RAFTERS POST DOWN RIDGE BOARD TO BAY WINDOW HEADER f TO SUPPORT RIDGE 2x12 AT 16'oc / RAFTERS / 2x6 WALL / ,% EXTENT OF GAMBREL DORMER 2'-1 3/4" EXTEND FRAMING �/ OUTSIDE FACE OF SHED DORMER WALL 2x6 WOOD STUD ELEVATED BAY WINDOW GAMBREL DORMER WALL 2 ABOVE SECOND FLOOR LEVEL !� r ALIGNS WITH WALL BELOW S1.2 SUPPORTED ON 2x4 PLATFORM HIGH �'I ATTIC FLOOR FRAMING(CEILING JOISTS) CUT BACK EXISTING FRAMING WINDOW — % / u AS REQUIRED AT GAMBREL DORMER HEADER — ----------- ----_— ___— __—T. (2)2x6 + --- - 2x10 REINFORCEMENT PER FRAMING PLAN EXTENDS OUT TO UPPER BLOCK JOIST ENDS 0 o GABLE WALL ' ! 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GNCBENGINEIERS.COM - � OB NUNMER SCALE oFEss10 WWW ARTARCHrrECTS.COM P: 15151 AS indicated ATTACH 2x6 WALL S 2 ABOVE OUTLINE OF 2x6 WALL 2x6 DORMER GABLE WALL BELOW 2x6 GABLE WALL(HIGH) BEAM TO SUPPORTED ON BAY WINDOW ALIGN OU TER FACE OF WALL OUTER (3)2x8 BEAM WITH 2x4 WALL BELOW 2 HIGH 2 RAFTERS- 2)c6 AT ERS x DDvE 1.2 HEADER � OF UPPER WALL WINDOW WINDOW OPENINGBAY AY W1i'i`IN`tcw'�ryD a{h OW HEADER R(2)2x6 POST POST AT EACH EN RIDGEBELOW DNt D ._- __-----_—Q— (i�1IIt!( I1in BLOCK 2x8 INFILL DORMER� DEMO SHED ROOF AND m BRICKVENEER BETWEEN FLOOR WALL CHIMNCUT BACK EXISTING RAFTERS CHIMNEY ON WOODFRAME JOISTS OPENING' O o xWITHIN GAMBREL DORMER ABOVE ROOF LEVEL x x LOCATION FOR BATHROOM EXHAUST 2x10 UPSET Ni SEE CHIMNEY AT CEILING JOIST ; V.I.F.RAFTER LOCATION FRAMING LEVEL ATDETAIL 2x12 DORMER itDOUBLE UP RAFTERS AND oEACH JOIST WITHIN DORMER HEADER OFF AT CHIMNEY WIDTH x x itRAFTERS ON FLAT asFASTEN TO DOUBLED UP vOPENINGSLEEPERS OVERBUILT ROOF RAFTERS AND 7 ABOVE ROOF it ( )STRAP WOOD FRAME 2x4BAY WINDOW HEADER z aROOF RAFTERS, _—__ ---- FtPOSTAND POST DOWN TO UP CEILING JOISTS i, LL i! sI Ii ) C) p iJ,LNIIjNNrtG1LJr!Pj^ - f �i ( IuI -3- 1I ! j — - — -Na2x8 RIDGE BOARD ! BRICK VENEER ON WOOD FRAME—_TO CHIMNEYBOXABOVEi + o jDOUBLE UP x ROOF RAFTER co WITHIN DORMER WIDTH w ;{ X VERIFY EXISTING FRAMING IN THE FIELD 30-3" 30'-3" 2 3 2 WEST WING ATTIC/CEILING JOIST WEST WING ROOF FRAMING PLAN FRAMING PLAN / 0 14 -0- TITLE DATE ISSUE -DRAWNCHECK S a� N 130 ELSTREET T"t , AfR & T ATTIC FLOOR& ROOF FRAMING PERISET RLB CCBS1 ,03 POSTCEPICS SOX 802 RIEGELO SE - E IN PLANSOLD SAYBROOK COO ARCHITECTS 06475 Ll PHONE: 860 3.88 1224 262 WASHINGTON STREET,BOSTON,MA 02108FAX: 860 388 4613 71 Consulting Engineers, P.C, GNCBENGINEERS.COM Tel:617451-5740 Fax:617-451-2309 FISFERS ISLAND, NY OB NUMBER SCALEwwwAxTAxcxITECTs.coM P: 15151 1/4 = 1'-0" u -- ------_______ __-'__-' - RIDGE BEAM BEVELED SEE PLAN FOR SIZE. BLOCKING AT EACH RAFTER PROVIDE 1 1/4"x 18 GA 5/8"PLYWOOD ROOF SHEATHING,TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE PER SIDE EACH RAFTER 11-411 (16 NAILS PER STRAP) RAFTERS.SEE PLAN FOR SIZE. 2 t cn INSTALL FACE MOUNTED HANGER JOIST FASTENERS PER MANUFACTURERS NEW SISTER EXISTiNG RECOMMENDATIONS BEAM SLOPING SEAT 8#1 8f' 81' RAFTER HANGERS END INTERMEDIATE #8 SCREWS DISTANCE SPACING WOOD BEAM FLUSH FRAMING ROOF RIDGEBOARD - RAFTERS WEST VVING FLUSH FRAMING DETAIL WEST WING ROOF DETAILS SISTER JOIST DETAIL TWIST STRAP CUTBACK BRICK VENEER CLADDING MSTC28 RIDGE STRAP STUDS TO RAFTERS 2x8 PER ARCHITECT EAST SIDE OF POST (9) (9) AND RAFTERS TO RIDGE BOARD AND RIDGE BEAM POSTS AT OPENING FASTEN WITH 9-1 Od RIDGE BEAM ON POST Typ. 2x4 WOOD STUD STRUCTURAL RIDGE BEAM AT POST (9) vo WASHERS REQUIRED. BOLT HOLES 9/16'DIA.MAX. EXHAUST PER MIN. END DISTANCE 6". ARCHITECT 11-011 1 L/�l I ANCHOR POST TO BEAM WITH STRAP (2)2x4 EACH SIDE TWIST STRAP WOOD STUD POST ONI HEADER STUDS TO POST CEILNG JO. 04 Z LVUS 2x8 CEILING JOIST +2x8 CEILING JOIST POST ON SUPPORT BEAM BRICK VENEER CHIMNEY ON WOOD STUD FRAMING ABOVE ROOF LEVEL LOCATE PER ARCHITECTURAL DRAWINGS ~ � � � � ~ _ � _ � � � � _ _ _ ~ 7, ROOF RIDGE BEAM DETAILSMULTI MEMBER LVL CONNECTION WEST WING CHIMNEY DETAIL/ TITLE DATE ISSUE DRAWN CHECKEIE NE o of * RIEGEL HOUSE — WEST WING TYPICAL DETAILS S2 ,01 POST OFFICE BOX 802 v v CONNECTICUT 06475 ARCHITECTS, INC. PHONE: 860 388 1224 FAX: 860 388 4613 262 WASHINGTON STREET,BOSTON,MA 02108 () Tel:6174,51-5740 Fax:617-451-2309 FISH"ERS ISLAND NY Consulting Engineers, P.C. CNCI3ENGINEERS.COM JOB NUMBER SCALE offs MTWW.ARTARCT=C-17S.COM P: 15151 As indicated � � _ � _ � _ / z � � �