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Home My WebLink About38925-Z Town of Southold 3/29/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38864 Date: 3/29/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Off East End Rd,Fishers Island SCTM#: 473889 Sec/Block/Lot: 3.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2014 pursuant to which Building Permit No. 38925 dated 6/2/2014 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: alterations and additions, including rear screened porch, rear terrace with pergola covered front entry front trellis and attached 2 car garage with workshop, to an existing one family dwelling as applied for per ZBA#6717 dated 1/23/2014. The certificate is issued to Kooyker,Willem&Corrente,Judith-Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0040 2/1/2016 ELECTRICAL CERTIFICATE NO. 38925 2/2/2016 PLUMBERS CERTIFICATION DATED 12/23/2015 Wichanraham t orized gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY .jj01 � dao 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#: 38925 Date: 6/2/2014 Permission is hereby granted to: Kooyker, Willem & Corrente, Judith-Ann 112 E 78th St New York, NY 10021 To: Additions and alterations to an existing single family dwelling as applied for per SCHD, Trustee, and ZBA approvals. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 3.-1-5 Pursuant to application dated 5/19/2014 and approved by the Building Inspector. To expire on 12/2/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,904.80 CO -ADDITION TO DWELLING $50.00 Total: $1,954.80 1 7 B'ui sector *pF SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ roper.richert(d-)town.southoId.ny.us Southold,NY 11971-0959 Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kooyker/Corrente Address: Off East End Road City: Fishers Island St: New York Zip: 06390 Building Permit# 38925 Section. 3 Block: 1 Lot- 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electrical License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 116 Ceding Fixtures 39 HID Fixtures Service 3 ph Hot Water GFCI Recpt 18 Wall Fixtures 27 Smoke Detectors Main Panel 2-200A A/C Condenser 4 Single Recpt Recessed Fixtures 97 CO Detectors Sub Panel A1C Blower 4 Range Recpt Fluorescent Fixture10 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-200A Switches 68 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 24 ft. Plug Mold, 6- Closet Strips (Lighting), 47 KW Stand By Generator with 2 Auto Transfer Switches. Notes: Inspector Signature: Date: February 2, 2016 Electrical 81 Compliance Form.xls n IIW,5909$Maio Road � �r Fox(631)765.1823 P.O.BOX 1179 �, � Tolephoao(631)76S-1802 Sotholdi WwYock 1'9971.0959 . BUI,iLDIK DEPARTMENT TOWN OF.SOLPMOLD CERTIFICATION Date: Building Permit No. Owner: J U-(iC.� '�' f (✓� T� (please print) Plumber: Vct C--Voho,/r (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. I (Plum ature) 3s Sworn to before me this day of &,em kgl,&,e , 20—&:� d �� CountyMAR ® 7 2017 Cmbo-sed Hereon Is iv1y atate Ci Connecticut Notary Public Seal riq Commhsion Expires March 31,201 BUMDV4G DEM JASON W.DRENA, TORN OF SOUTHOLD rjf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECT-10-N - F UNDATION IST ROUGH PLUMBING 0 1 - [-aXFOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: A <) DAT INSPECTOR ,�/L �4;L ycOUMY,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATIOW 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V10 TION [ ] CAULKING REMARKSA. G�fs �ilrwr DATE INSPECTOR �� ®� SOF SOUTy o�ycoOMY,� TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PLU ' BING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �,PC44T r,.n 9 I&z .n a DATE y �� INSPECTOR EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION RD EC E " C 6 Walar Strool January 21, 2015 Guilford, Connecticut 06437 JAN 3 0 2015 T 203.45£3.0210 F 203.4513.0219 Gary fish adwardstanloyonflineors.coin Town of SoutholdBLDG.DEPT. Building Department TOWN OF SOUTHOLD 54375 Main Rd PO Box 1171 Southold, NY 11971 Regarding: 7832 Clay Point Road Residence, Fishers Island Dcar Mr. Fish: We are the structural engineer of record fbr the above referenced project. Our construction phase services included the following: 1. Construction observations on the following dates 9/3/2014, 10/15/2014, and 12/17/2014. Construction observation is the review of the project to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the structural contract documents. Construction observations are not inspections. Based on the services described above it is our opinion that the structural work was performed in accordance with the drawings and specifications. Best Regards Edward Stanley Engn ers LLC • (i Edward Stanley PE, Mcmb�i ��po M S q�O,p - ,het'�P� !F�$ �•� co W� 065682 p, r ��AROFE>3g�O�P EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION D E C F V 6 Waler Street February 5, 2015 N FEB -5 20i5 Guilford,Connecticut 02106A37 �� T ?.03 A5£i 0710 r 203 458 0219 Gary Fish Bl DG DEPT edwardslanleyenginears corn Town of'Southold TOVIN OF SOUTHOLD Building Department 54375 Main Rd PO Box 1171 Southold, NY 11971 Regarding: 7832 Clay Point Road Residence, Fishers island Continuous Load Paths For Wind Forces Dear Mr. Fish: We are the structural engineer of record for the above referenced prp.*t. Our construction phase services included the IbIlowing: 1. Construction observations oil the following dates 9/3/2014, 10/15/2014, and 12/17/2014. Construction observation is the review of the project to ` become generally familiar with the progress and duality of the contractor's work and to determine ifthe work is proceeding in general accordance with the structural contract documents. Construction observations are not inspections. Based on the services described above it is our opinion that the components and devices that we specified in the contract documents to provide a continuous loaf{ path to the ibundation 1'or wind forces were installed in accordance with the drawings and specifications and in coniormance with the governing building code. Best Regards Edward Stanley Ei pincers LLC OVpp,,NE7pi y \� Q m• u, Edward Stanley PE, Men ger 0655B2 �O f��O. 3 S1Q��P� 1.4 I I wa I I COlv=NTS Ell del i�r��l. _�.��►.. 1 �` - � - 1 .' ROUGH FRAM[ING, // PLUMBING IMSULATIONPERN.Y.STATE ENERGY •DEMazza wm-- , DITIO _ i - so jm r • lfi �1 �L. `11 w Mom , Sl J MOM OWN s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building flans TEL:(631)765-1302 Planning Board approval FAX:(631)765-9502 -8 6 27 ',, ,ey SoutboldTown.Northrork.net PEIRIIVIIT NO. Check Septic Foran N.Y.S.D.E.C. Trustees Flood Permit Examined C v Storm-water Assessment Form - -941, r Contact:Approved ` I nil to: Disapproved ale M AY y 2014 J lone: Expiration _ r L � �a (� TO iii r 'ten N(ll L'' I'= !i r, L 1� Btlil�mg npecto {J' DEC — 4 2013 PLICATION FOR BUILDING PERD I ��•' .� , rLDc DEPI INSTRUCTIONS Date 20-_Q I to it GI '01JTQL0 �— --a: app kation MUST be completely filled to by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. c.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspection. (Signatur scant or name,if a corporation) lyao The Gf/O,• ." F;st.,1, (Mailing address of applicant) pb 3,�14 Stale whether applicant -nt is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder GcnPrm I t•nfr- .L 3b "4h`.� t �31-�-�-4®n ,f1"/ LLC.. Name of owner of prcmises L V A GM Koo! �K An, e.leen ie- (As on the tax roll or latest deed) If alicant is a corporation,signature of duly authorized officer f/RR14IJb K F12A-Z=G7R Me,b—k-. (Name and title of corporate officer) Builders License No. x.:01? —H Plumbers License No. Electricians License No. Other Trade's License No. L Location of land on which proposed work will be done: I louse Number 'Street Hamlet County Tax Map No. E 000 Section m Block Lot �✓ Subdivision Piled o. Lo 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy S b. Intended use and occupancy 0, ; 1, �,,�•IHf 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair ✓ Removal ✓ Demolition ✓ Other Work 4. Estimated Cost 6t I,aoe,00° •�° (Description) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars a, 6. If business,commercial or mixed occupancy,specific nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front /f 3--S Rear_/t3 '-S� Depth 9T ' Height qa & Number of Stories 0, Dimensions of same structure with alterations or additions: Front 1 t-r0 '- 5�� Rear 190'-5 `t Depth_ gip' Height_ ;t3'-4" Number of Stories a 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front_ a a g,qq r Rear_ 359 Depth -391 10.Date of Purchase__//- dot Name of Former Owner-Mr 11.Zone or use district in which premises are situated 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_)�_ �i�.cteypo;,f r?..q 14.Names of Owner of premises ref p ker vrc f Address Ft s J..:SsL.x®i3flaPhone No. Name ofArchitect Z-4om �s�fey- LtG Address_ .: !��'u ° ,o Phone No_2o -XAf- H6'1L� Name of Contractor BO ...d ,(•.,�,,,1.,, Address i x34 tic let_, Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_�L NO [F YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIP.ED. 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. 18.Are there any covenants and restrictions with respect to this property?*YES NO_� 1F YES,PROVIDE A COPY. J/ STATE OF4i£'�e K)CdnnecLAGki- ss: Alo9„k COUNTY OF,L�e ,,'t L(A r-L-A p tc: FR_4?-TER being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Con-�'-s I-, (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 wit]be performed in the manner set forth in the application filed therewith. Swor�n �before me thi _day or even 20 /3 X C-mc= ul NoU is ubi rZ��r r-� q S'l•4 QI Coinedcul NcL�ry PuCLe Snel Notary Publi—�cf— Z'°'"ds"�rr ns March J1,zote JASON W DRENA Signatur 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S.-,11" 4. b. Intended use and occupancy S - t -�.r..: 3. Nature of work(check which applicable):New Building Addition Alteration Repair P"- Removal ✓ Demolition w-- Other Work (Description) 4. Estimated Cost R It&0°,0pO .00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars_ 21 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 113'-5 Rear 113_'-5�� Depth a$ Height a3 '-61 " Number of Stories Z Dimensions of same structure with alterations or additions: Front I` O S Rear 190'-5 Depth 6D ' Height a3 '-6" Number of Stories of 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front a a9 •yY Rear 3 S9 Depth 3 c 10. Date of Purchase //- ,10 13 Name of Former Owner M r v s T44og C hof 1 e S`1 11.Zone or use district in which premises are situated 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_X_ 75'r3s.cl.re®;•.f RA 14.Names of Owner of premises.X�&7 ker•k 6wmnfe Address Ft s A.•s rs4•O oi3loPhone No. Name of Architect La��4 k&A (,e&- GLG Address ;,.��i, '�-� e6�w Phone No U3 4A?- 1-16S4 Name of Contractor 4 0,sL....�,.,, Address i aw +'LGl r... Phone No. 6 3 1- 7 S'Ir- )S l9 F.'s 4W5 Is�•• ( 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. 18.Are there any covenants and restrictions with respect to this property? * YES NO--)k— * IF YES,PROVIDE A COPY. STATE OF-NEN )Cd h 1j8G j'%6& SS: Al COUNTY OF// 1, 1 HA►tLAiUD k- FRA=EQ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Ca•% 4-10-�o 4'r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi�, / dayof YeCG/+>6�i 20 /- `1' / Embossed Hereon Is My v� G'►�1�� Stale Of Connecticut Notary Public Seal Notary Public My con7f°'ss1on Expires March 31,2016 Signatur JASON W DRENA TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 E E Building Inspector D PLICATION FOR BUILDING PERMIT DEC - 4 2013 Date I�- � ,201-3 BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD -a- . app ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town 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. C (Signatur scant or name,if a corporation) /�fao Thi GIe4,�..� (Mailing ad ress of applicant) 063.10 State whether applicant/ l��icant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Cela@*'- ( (•.t�'-.C.L, 3b �t,r,vo��i r..I a ^al Ir 40/t Pr [_c c. Name of owner of premises LA/,I(em K�oea K -�. 4, SaoA Z K A h n 6 ran e n+e- (As on the tax roll or latest deed) If�appplicant is a corporation, signature of duly authorized officer f!/404111b is F2A-ZTE,Q Me-,b—r— (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: 793X C/4y0e1h-f- et House Number 'Street Hamlet County Tax Map No. 1000 Section ®3 Block Lot Subdivision Filed o. Lo _RLIV k. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 16 PERMIT NO. 8384 DATE: MARCH 19, 2014 ISSUED TO: WILLEM KOOYKER& JUDITH ANN CORRENTE PROPERTY ADDRESS: 7832 CLAYPOINT ROAD, FISHERS ISLAND SCTM#3-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 19,2014,and in consideration of application fee in the sum of$250.00 paid by Margaret Watt&Samuel Fitzgerald and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and IVRi permits the following: Wetland Permit to remove an existing two-story garageg pool house, storage Rem shed, swimming pool complex and terracing from the property; construct additions to the existing dwelling consisting of a 191sq.ft. one-story addition on the north side of dwelling; a+/-2,200sq.ft. two-story addition with garage on the south side of dwelling; I and a +/-693sq.ft. second-story addition to be built over a portion of the house's existing g footprint; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying& Architecture, PLLC, last dated January 27,2014 and stamped approved on March 19,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, V and these presents to be subscribed by a majority of the said Board as of this date. Ai CIO (2 4-, 100 �rjf SO� Town Hall Annex ' John M.Bredemeyer IN,President �� Michael J.Domino,Vice-President ~ O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® �O Telephone(631) 765-1892 Charles.J.Sanders Ol�/eou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1219C Date: May 10,2016 THIS CERTIFIES that the removal of an existing two-storyygara ,e pool house, storage shed swimming pool complex and terracing from the property' construct additions to the existing dwelling consisting of a 191 sqft one-story addition on the north side of dwelling; a +/-2,200 sq ft two-story addition with garage on the south side of dwelling; and a +/-693 sq ft second-story addition to be built over a portion of the house's existing footprint*, a one-story 673 sq. ft. screened porch and pergola on the footprint of an existing patio that is attached to dwelling; At 7832 ClMoint Road, Fishers Island - - -- -- -- ----------Suffolk County Tax Map-#1000-3-1--5--- -------- Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 19,2014, pursuant to which Trustees Wetland Permit#8384 Dated March 19, 2014,was issued and Amended on December 17,2014 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of an existing two-story garage pool house storage shed swimming pool complex and terracing from the property; construct additions to the existing dwelling consisting of a 191 sq. ft. one-story addition on the north side of dwelling; a+/.:-2,206 sq. ft. two-story addition with garage on the south side of dwelling; and a+/-693 sa ft second-story addition to be built over a portion of the house's existing footprint- a one-story 673 sq.ft screened porch and pergola on the footprint of an existing patio that is•attached to dwelling. The certificate is issued to WILLEM KOOYKER&JUDITH ANN CORRENTE owners of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD NOTICE OF DISAPPROVAL DATE: December 5, 2013 To: Sam Fitzgerald for Kooyker,& Corrente P O Box 447 Fishers Is., NY 06390 Please take notice that your application dated December 4, 2013 For permit for partial demolition& alterations &additions to an existing dwelling at Location of property 7832 Claypoint Road, Fishers Island, NY County Tax Map No. 1000— Section 3 Block 1 Lot 5 Is returned herewith and disapproved on the following grounds: The construction on this non-conforming; lot is not permitted pursuant to Article XXII Section 280-116A(1), which states: "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100' from the top of such bluff or bank." The construction is noted as being 63.75' from the top of the bluff. Authorized Signature Cc: ZBA, file V1 Office Location: �,pf SO�T�ol Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 11971 • Q Southold,NY 11971-0959 Cow N, http://southoldtown.northfork.net BOARD OF APPEALS ti TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 r D FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE#6716 NAME OF APPLICANT:Willem Kooyker and Judith Ann Corrente SCTM#1000-3-1-5 PROPERTY LOCATION: 7832 Claypoint Road(adj.to Fishers Island Sound),Fishers Island,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 20, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicants' property is a 2.02+/- acre waterfront parcel in the R-120 zone. The northerly lot line is adjacent to Fishers Island Sound. The easterly lot line borders an adjacent residential parcel. The southerly lot line is adjacent to Clay Point Road, and the westerly lot line borders another residential parcel. The property is improved with an existing single family dwelling, a detached two story garage, and an in ground swimming pool with pool house, terrace, stairs, and equipment/storage shed, as shown, with all proposed changes, alterations, and new construction, on the site survey drawn by CME Associates, Engineering, Land Surveying&Architecture,PLLC, dated Nov. 15,2013. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116A(1) and the Building Inspector's December 5, 2013 Notice of Disapproval based on an application for building permit for partial demolition and additions and alterations to existing single family dwelling, at; 1) less than the code required setback of 100 feet from the top of bluff. RELIEF REQUESTED: The Applicants request a variance in order to construct alterations and additions to an existing one story single family dwelling, with a proposed 63.75 feet setback from the-top of the bluff,where a 100 feet setback is required by Code. The Applicants propose to partially demolish the existing one-story structure and construct a new two-story addition with an attached two-story garage. The Applicants also propose to remove Page 2 of 3—January 23,2014 ZBA#6716—Kooyker/Corrente SCTM#1000-3-1-5 several other accessory structures, all with non-conforming setbacks from the top of the bluff, including an existing in ground swimming pool,pool house, storage shed,terrace, stairs, and an existing detached two-story garage. ADDITIONAL INFORMATION: This property was the subject of a prior ZBA decision in Appeal 2354, dated Nov. 3, 1977, in which a previous owner was denied a variance which would have altered and/or eliminated the Code requirement for swimming pool fencing. A memorandum was received from Suffolk County Soil and Water Conservation District dated Jan. 7, 2014, detailing a site inspection conducted January 6, 2014, and containing recommendations based upon this inspection. The Applicants representatives at the hearing agreed to implement these recommendations to the fullest possible extent. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Applicants' proposed project includes the demolition of several structures, all with nonconforming setbacks from the top of the bluff, including an in-ground swimming pool, an accessory pool house, a storage shed, terrace, stairs, an a two story detached garage. While the proposed new two story attached garage and the other proposed additions and alterations to the existing single family dwelling will also have non-conforming setbacks to the top of the bluff, the removal of all other nonconforming structures much closer to the top of the bluff will produce an overall benefit to the character of the neighborhood. Additionally,the Applicants' proposed project will reduce existing lot coverage by+/-12%, from 5.5%to 4.8%. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing single-family dwelling has a 70.5 feet non-conforming setback from the top of the bluff,therefore any renovations within the non-conforming area require a variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 36.25% relief from the code. However, in relation to the existing, non-conforming 70.5 feet setback from the top of the bluff of the single family dwelling, the proposed increase in non-conformity to a setback of 63.75 feet for a new 191 sq, ft addition to the existing structure is not substantial. The Applicants' site plan does also include the removal of several other non-conforming accessory structures that are closer to the top of the bluff, as well as a 12%reduction in total lot coverage. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The removal of other non-conforming accessory structures as proposed by The Applicants will serve to enhance the environmental conditions on this property, including the removal an in-ground swimming located in close proximity to the top of the bluff, that is also suspected of being a source of bluff erosion. The Applicants must comply with Chapter 236 of the Town's Storm Water Management Code and they will implement all Suffolk County Soil and Water recommendations to the fullest possible extent. 5. Town Law &267-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new additions and alterations, including an attached garage,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. • Page 3 of 3—January 23,2014 ZBA#6716—Kooyker/Corrente SCTM#1000-3-1-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance/variances as applied for, and shown on the survey prepared by CME Associates, Engineering,Land Surveying&Architecture,PLLC, dated Nov. 15, 2013. CONDITIONS: 1. The Applicants will utilize the best management practices and recommendations of Suffolk County Soil and Water Conservation District as delineated in the memorandum dated Jan. 7, 2014, to the fullest possible extent. 2. The Applicants will either discontinue the use of a faulty lawn irrigation system, or certify that all necessary repairs have be made to the system in order to prevent excess fresh water runoff from the seaward slope of the bluff. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning. Absent was: Member Goehringer. This Resolution was duly adopted(4-0). Les11e Kanes Weisman, Chairperson Approved for filing /> /2014 Scott'A. Russell °sub ` James A. Richter, R.A. SUPERVISOR a� Michael M. Collins P.E. SOUTHOLD TOWN HALL-F.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)--765-1560 ! Fax#: (631)!-765-9015 MICHAEL:COLLINS@TOWN.SOUTHOLD.NY.US �'� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORM'WATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: 'Jay Roarke NAME:Willem Kooyker & Judith Ann Corrente ADDRESS: BD Remodeling & Restoration ADDRESS: Po Box 285 PO Box 447 Fishers Island, NY 06390 Fishers Island, NY 06390 Telephone Number: 631-788-71919 Telephone Number: 631-788-7888 Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of-a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: April 22, 2014 Property Address / Location of Construction Work: 7832 Clay Point Road Road- Fishers Island SCTM *: 1000 003 1 5 District Section Block Lot J Required Documents"Jor'•Stbrmwater Review: Copy of Complete Building Permit Application." Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F- when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,`Deck Construction with Loose Fit Decking, Installation and/or Modification-of Mechanical Systems or other similar Work. A Complete Description of the Scope of work Proposed under the Building Permit',Application. A Completed Sto water Rpfiew Checklist. If No or NA are Indicated Justification is Required. *** FWEN ERING DEPARTMENT USE ONLY **** Reviewed Kproy4d. Date A ® Aditional Information Requirff6imrag Il sm-ZIgiNS�Rl�REQUIRED �.�soy Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST . U) DATE: April 22, 2014 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) a NAME: Jay Roarke S C T M *: 1000 003 1 5 Telephone Number: 631-788-7919 District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if-it has not been provided! 1. A'Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: 0 NO NA If you need additional room for,.explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural&Man Made Features within 500 L.F. X00 of the Site Boundary as required by§236-17(C)(2). e d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EMOS5® NTRO e. Limits of Clearing&Area of Proposed Land-Disturbance. X Shall include but not be limited to: f. Existing&Proposed Contours of the Site (Minimum z'Intervals) A well maintained Construction Entrance, g. Location of all existing&proposed structures, roads, Wire Backed Silt Fencing,stabilization& driveways,sidewalks, drainage improvements&utilities. x Seeding of exRosed and/or inactive sails. h. Spot Grades&Finish Floor Elevations for all existing& 0� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Ix � existin ool to be removed j. Location of proposed Soil Stockpile Area(s). A@NAGE BMSPECnONS ARE REGURRED k. Location of proposed Construction Entrance/Staging Area(s). 0 Contact TOS E - L Location of proposed concrete washout area(s). c �' M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. APPROVAL OF STORM 3. Details&Sectional Drawings for stormwater practices are required for approval. CONTROL PAIL Items requiring details shall include but not be limited to: �t�® a. Erosion&Sediment Controls. X PProved b. Construction Entrance&Site Access. 0�0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins,swales,etc.) 00 FORM * SWCP Check List-TOS JAN 2014 Tori Mall A,uicx Telephone(631)765-1802 5,1375 Main Road ces Fax(631) 765- 5Q2 1'.0.Box 1179 G roger.richert(Dto�un.soufE90 d.ny.us Southold,l\1 11971.0959 BUILDING DEPARTMENT TOWN OF SGlr7THOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �! ` � Date: Company Name: LL Name: License No.: Address: Phone No.: 2 1.- 22 8 /2. JOBSITE INFORMATION: (*Indicates required information) *Name: kee- *Address: *Cross Street: *Phone No.: ?cD- _ `20 71 Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: (LESI NO Ternp Information (If needed *Service Size: I Phase.,, hase 3Phase 10000' 150 200 300 350 400 Other *New Service: Re-connect Under rground''�Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH-APPLICATION `C k 0 E F) fli 82-Request for Inspection Form F U,r JUN 18 2014 C�\,O- 6 BLDG DEPT. ' S TOWN OF SOUTHOLD ��of sorry ho opo { Town Hall Annex ' 54375 Main Road 41 4 Telephone(631)7965--11802 P.O.Box 1179 • O roger richertd-edUn.so ftlold nY us $outhold,NX 11971-0959 f/ BUILDING DEPARTMENT TOWN OF SOYTTHOLD I I I JA N 2 8 2016 , APPLICATION FOR ELECTRICAL INSPECTION I REQUESTED BY: ('�S I— ' to C,�et, Date: —/6 Company Name: D r Name: i License No.: _ rp ddress:hone No.: JOBSITE INFORMATION: (*Indicates required information *Name: *Address: a *Cross Street: *Phone No.. Permit No.: --- Tax-Map District: 1000 Section:-- Block: l Lot: , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) l (Please Circle All That Apply) *Is job ready for,inspection: YE NO Rough in Final *Do-you need a Temp Certificate: YES NO r Temp InformatiSnnect ed) *Service Size: 3P 100 150 200 300 350 400 Other *New Service: Undergroun Number of Met Change of Service Overhead Additional Information: PAYMENT DUE WITH LIGATION ell �l 82-Request for Inspection Form �In ,I bo 15L �� V k 12036221922 12:28 18 p.m 12-05-2013 1 !1 SAM Ff ZGERALD ARCHITECT PC THE GLOAMING,BOX 447,FISHUS ISLAND,W06390 P:86 IS7.3866 I R 631.M.7192 Isam@sfav—net TO: Pat Conklin FROM: Sam Fitzgerald DATE: 23 October 2013 PAGES: 1 Dear Pat, Thanks so much for being patient with us as we have scrambled to get our paperwork in for a disapproval (for the variance submission on Monday). Just FYI, I have re-sent you copies of the site plan, which should arrive today via FedEx. The setback numbers on the site plan you already have do not change — those are all good. Nothing changes zoning-wise but I added a note about a partial second story being added over the existing first floor of the house. I also corrected the block and lot info. Please use the site plan you receive today as the official site plan. But again, there are no differences in numbers between what you have already. Please call if you need to discuss. Sorry for the trouble, and thanks again for your help! Regards, Sam Fitzgerald SAM FITZGERALD ARCHF[Ea PC THE GLOAMING,BOX 447,FISHERS ISLAND,W 06390 P:860.287.3808 I F•631 788 7 92 I samfitzgeraldarchitect@gmaii.com TO: FROM: Building Dept. Sam Fitzgerald COMPANY: DATE: Town of Southold 12/03/13 PROJECT: Kooyker&Corrente Residence RE: Submission for Zoning Rejection Fishers Island,NY THE FOLLOWING IS BEING TRANSMITTED TO YOU: VIA: FOR YOUR: ® DRAWINGS ❑ ATTACHED ® FEDEX ❑ APPROVAL ❑ LETTERS ❑ UNDER SEPARATE COVER ❑ USPS ❑ DISTRIBUTION ❑ PRODUCT DATA ❑ MESSENGER ❑ INFORMATION ❑ SAMPLES ® HAND DELIVERY ® RECORDS ❑ SHOP DRAWINGS ® REVIEW & COMMENT ❑ SKETCHES ® USE ❑ SPECIFICATIONS ❑ SUBMITTALS NO. OF COPIES DATE DESCRIPTION 2 12/3/13 SITE PLAN SHOWING PROPOSED SCREENED PORCH ADDITION 1 12/3/13 BUILDING PERMIT APPLICATION 1 11/13/13 SURVEY SHOWING EXISTING CONDITIONS—CME ENGINEERING 12036221922 0330:42 p m. 12-05-2013 1 /3 SAM RM-GERALDMOP Town Hall Annex Telephone(631)765-1802 5437 §~G,60X447,FlSHER51 06' Fax(631)765-9502 P.cPZW4W=I F.631.788.719210 ne Southold,NY 11971-0959 ® a® IM L. BUILDING DEPAREET r TOWN OF SOUTHOLD T0: Pat Conklin FROM: Sam Fitzgerald DATE: 5 December 2013 PAGES: 3 Dear Pat, FedEx says it will be later this afternoon when the new survey arrives, so I'm sending a faxed copy. Here's the scope of work for Section 3, Block 1, Lot 5 (2.02 acres): 1. Remove all accessory structures. 2. Remove swimming pool and terracing around pool. 3. Add second story to existing one-story house. 4. Add one-story addition to water side of house. 5. Add two-story addition to street side of house. Setback from bluff:to existing house: 69' Setback from bluff to proposed work: 63.75' Regards, Sam Fitzgerald D REMODELING & RESTORATION INC. LETTER OF TRANSMITTAL To: Southold Building Department Date: 5/16/14 Project: Corrente Cove House From: Jay Roarke Re: Permitting Project Manager We are sending you: ®Attached ❑Under separate cover via overnight delivery the following items: ❑Plans ❑ Samples ❑ Copy of Letter ❑Project Data ❑ Specifications ®Documents g Copies i�Date'�'` `' NumberDescnptic►n 1 12/3/13 Copy of Original Building Permit application 4 Full size stamped construction permit plan 1 5/9/14 R10-14-0040 Suffolk County Health Department permit 1 5/9/14 Full size copy of approved Health Department site plan 1 4/30/14 Approved Storm Water Management checklist 1 4/30/14 Approved full size Storm Management site plan 1 3/19/14 Town of Southold Board of Trustees Permit 2 5/12/14 ResCheck 1 13544 Blank check for permitting fees 1 Pre-paid self-addressed FedEx for return For your: ®Review and comment ®Approval ❑Distribution ❑Information ❑Records ❑Use Remarks: If you have any questions,please call 631-788-7919. Thank you. THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 I /'May 27 2014 2: 03PM BD REMODELING + RESTORRTI 631 -788-7192 p. 1 REMODEUNG & RESTORATION( INC_ D E C E � AY 2 8 2014 BLDG DEPT. Fax Corer Sheet TOWI`J OF SOUTHOLD — f To: 1p � DF 50uTf�o� ►[.� �� B rom: J '� A(Z UCc Co.: 00 A)K) t t Pages: � Fax: f331 - 7TbS--�CADate: Phone: Re: E!-> (if Ec 14 547ol &A PO,o-r I THEGLOAMING,'BOX447,FISHERS ISLAND,NY06390 TEL (631)788-7919 FAX (631)788-7192 0 LAURA KAEHLER architects, I.I.c. TRANSMITTAL To Mark Richards/ Harland Frazier Date December 30, 2014 Company BD Remodeling via Fedex 1420 The Gloaming, P.O. Box 447 Hand Fishers Island, NY 06390 Mail Fax Phone # 631-788-7971 Fax# From David Reilly Cc: cover only Re 7832 Clay Point Road # of Pages 1 Mark, find enclosed: Copies stamped plans and elevations showing added screened porch. If anyone has questions that we can help to answer, please do not hesitate to contact me. Thanks, David Reilly Laura r Architects, LLC 80 Greenwich Avenue D Greenwich, CT 06830 203.629.4646 x17 voice 203.629.0717 fax MAR 2 9 2017 LEK@kaehlerarchitects.com StnDING DEPT- TOWN OF SOUTROL D Architecture//Interiors kaehlerarchitects.com 80 GREENWICH AVE.H GREENWICH,CT 06830 203.629.4646//203.629.0717 fax IMPORTANT:The information contained in this e-mail message is provided"AS IS"without warranties of any kind,express or implied.The information is also confidential and is intended only for the named addressee(s). If the reader of this e-mail message is not the intended recipient(or the individual responsible for the delivery of this e-mail message to the intended recipient),please be advised that any re-use,dissemination,distribution or copying of this e-mail message is prohibited.If you have received this e-mail message in error,please reply to the sender that you have received this e-mail message in error and then delete it.Thank you Begin forwarded message: From: "Derrick Bell" <derrick edwardstanleyengineers.com> Subject: RE: Clay Point-Field Report Date: January 21, 2015 at 9:43:55 AM EST To: "'David Reilly"' <dreilly _kaehlerarchitects.com> Cc: "'Ed Stanley"' <ed@edwardstanleyengineers.com>, "'Laura Kaehler"' <1 e�kaehl erarchitects.com> Dave, Attached you will find our final opinion letter.This may be used when you submit to the building department to receive your C of O. Good luck with the rest of the construction. You should end up with a great house. Thank you, 2 Verity, Mike From: Mark Richards <M Richards@ bdrrusa.com> Sent: Friday,January 30, 2015 11:19 AM To: Verity, Mike Cc: Harland Frazier Subject: FW: Clay Point-Field Report Attachments: Clay Point- Building Department Final Opinion Letter.pdf Hi Mike We have inspection scheduled for next Wednesday 2/4 on fisher Island, permit#38925,the engineer of record for this project has provided us with sign off letter for the structural work including all framing and wind loading,just want to be sure the letter is sufficient for the building department. Please let me know! If need be, please pass on to Gary Fish or I can give him a copy when he comes to the site. Thanks Mark REMODE iNG&RESToRAnON Mark D Richards Senior Project Manager Direct Line: (860)912-9537 mark ,bdrrusa.com New York: 1420 The Gloaming,P.O.Box 447,Fishers Island,NY 06390 Office: (631)788-7919 Fax: (631)788-7192 Connecticut: 79 East Putnam Ave,P.O.Box 1355,Greenwich CT 06830 Office: (203)983-6083 Fax: (203)983-6084 From: David Reilly [mailto:dreilly@kaehlerarchitects.coml Sent: Wednesday, January 21, 2015 9:48 AM To: Mark Richards; Harland Frazier Subject: Fwd: Clay Point-Field Report Mark and Harland, Attached is the sign-off letter from Edward Stanley Engineers for the structural work. Please let me know if you need originals. Thanks, Dave David Reilly dreilly@kaehlerarchitects.com 80 Greenwich Avenue Greenwich, CT 06830 Laura Kaehler Architects,L.L.C. kaeh lerarch rt ects.com v+1 203 629 4646 X34 f+1 203 629 0717 1 Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol� ^ayQ COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28, 2015 BD Remodeling & Restoration Inc. 1420 The Gloaming Fishers Island, New York 06390 RE: Kooyker, Claypoint Road, Fishers Island TO WHOM IT MAY CONCERN: ✓Y Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 411/84) 1 6V Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#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: 38925-Z addition/alteration Verity, Mike From: Mark Richards <M Richards@ bdrrusa.com> Sent: Tuesday, February 21, 2017 2:34 PM To: Verity, Mike Subject: permit number#38925 Hi Mike Just checking in the C of O for the Corrente Cove house on Fishers Island (permit number#38925), I know our final inspection was signed off by Gary and Roger in the late fall of 2015 or winter of 2016 but had to wait till last spring for the board of trustees?Do you know if that ever happened?If they have not come yet is that something I need to schedule with them directly?Do you have a contact? Thanks Mark 4 � s - a S �oN p Mark D Richards C Senior Project Manager Direct Line: (860)912-9537 markAbdrrusa.com New York: ��l 1420 The Gloaming,#447,Fishers Island,NY 06390 Office: (631)788-7919 Fax: (631)788-7192 o Connecticut: 79 East Putnam Ave,P.O.Box 1355,Greenwich CT 06830 Office: (203)983-6083 Fax: (203)983-6084 i 1 Generated by REScheck-Web Software Compliance Certificate ((�� 0 AROh'i E l� U 1 \r��PP E. KgF,y� �tc� III Project 7832 Clay Point Rd. 3 I Energy Code: 2010 New York Energy Co a ation Location: Suffolk County, New York Construction Type: Single-family BLDG DEPT 17025 OQ Project Type: Alteration TOWN OF SOUTHOLD �y TF O F NE Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7832 Clay Point Rd BD Remodeling Fishers Island, New York 06390 Compliance: 15.4%Better Than Code Maximum UA: 859 Your UA• 727 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 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door LIA Perimeter U-Factor Ceiling: Flat or Scissor Truss 680 38.0 0.0 0.030 20 Ceiling: Cathedral 2,637 38.0 0.0 0.027 71 Ceiling: Flat or Scissor Truss 598 38.0 0.0 0.030 18 Wall:Wood Frame, 161n.o.c. 4,290 21.0 0.0 0.057 179 Window:Wood Frame, 2 Pane w/Low-E 810 0.280 227 Door: Glass 288 0.300 86 Door: Solid 47 0.300 14 Crawl:Solid Concrete or Masonry 934 0.0 8.0 0.091 61 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 2.5' Basement:Solid Concrete or Masonry 680 0.0 8.0 0.075 51 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.5' 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 buildi g as beeri designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi In .5 0 nd to comply with the mandatory requirements listed in the REScheck Inspection Checklist. D40 IV Q_V L-VY- YOU)T44- wi5 24 Name-Title Slgnatu 4 Date 7 Project Title: 7832 Clay Point Rd. Report date: 05/20/14 Data filename: Page 1 of 2 Generated by REScheck-Web Software Compliance Certificate Project 7832 Clay Point Rd. ��5 PPE Kq�y Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration 17025 Q� Climate Zone: 4 (5750 HDD) Permit Date: rFOF NES Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7832 Clay Point Rd BD Remodeling Fishers Island, New York 06390 Compliance: 15.4%Better Than Code Maximum UA• 859 Your UA: 727 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 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling: Flat or Scissor Truss 680 38.0 0.0 0.030 20 Ceiling: Cathedral 2,637 38.0 0.0 0.027 71 Ceiling: Flat or Scissor Truss 598 38.0 0.0 0.030 18 Wall:Wood Frame, 161n. o.c. 4,290 21.0 0.0 0.057 179 Window:Wood Frame, 2 Pane w/Low-E 810 0.280 227 Door: Glass 288 0.300 86 Door Solid 47 0.300 14 Crawl:Solid Concrete or Masonry 934 0.0 8.0 0.091 61 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 2.5' Basement:Solid Concrete or Masonry 680 0.0 8.0 0.075 , 51 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.5' 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 ha been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5. n to c mply wjth the mandatory requirements listed in the REScheck Inspection Checklist. Di-SAM) Ltr- !/".)I Lr #"4"4fFw Name-T1 a Signature Date Project Title: 7832 Clay Point Rd. Report date: 05/20/14 Data filename: Page 1 of 2 0 Generated by REScheck-Web Software N/" Compliance Certificate D ARC Project 7832 Clay Point Rd. ��JPP E xq ytii Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Q. O Climate Zone: 4 (5750 HDD) 17025 �l / Permit Date: FOF NE`N/ Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7832 Clay Point Rd BD Remodeling Fishers Island, New York 06390 Compliance: 15.4%Better Than Code Maximum UA: 859 Your UA: 727 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 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling: Flat or Scissor Truss 680 38.0 0.0 0.030 20 Ceiling: Cathedral 2,637 38.0 0.0 0.027 71 Ceiling: Flat or Scissor Truss 598 38.0 0.0 0.030 18 Wall:Wood Frame, 16in.D.C. 4,290 21.0 0.0 0.057 179 Window:Wood Frame, 2 Pane w/Low-E 810 0.280 227 Door: Glass 288 0.300 86 Door:Solid 47 0.300 14 Crawl:Solid Concrete or Masonry 934 0.0 8.0 0.091 61 Wall height:3.5' Depth below grade: 3.0' Insulation depth: 2.5' Basement:Solid Concrete or Masonry 680 0.0 8.0 0.075 51 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.5' 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 b ilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version5.0 nd to comply with the mandatory requirements listed in the REScheck Inspection Checklist. t�V 1 ID REI u.Y —llPR!)JJ r—w+d NA eejL Name-Title Signatur Date Project Title: 7832 Clay Point Rd. Report date: 05/20/14 Data filename: Page 1 of 2 J( Generated by REScheck-Web Software Compliance Certificate Project 7832 Clay Point Rd. Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family d Project Type: Alteration Climate Zone: 4 (5750 HDD) ��► Permit Date: 17025 -` Permit Number: �P-N�. Construction Site: Owner/Agent: Designer/Contractor: 7832 Clay Point Rd BD Remodeling Fishers Island, New York 06390 ` • - .� •,fv;�; _ _ :._ -- " - - ;r_:N�:ri„g �;, �*` u, 44'".5.1__ k,_rp'y'"µY 6, �i n'�L _ Compliance: 15.4%Better Than Code Maximum UA 859 Your UA- 727 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 Gross Area: Cavity 'Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling: Flat or Scissor Truss 680 38.0 0.0 0.030 20 Ceiling: Cathedral 2,637 38.0 0.0 0.027 71 Ceiling: Flat or Scissor Truss 598 38.0 0.0 0.030 18 Wall:Wood Frame, 161n. o.c. 4,290 21.0 0.0 0.057 179 Window:Wood Frame, 2 Pane w/Low-E 810 0.280 227 Door: Glass 288 0.300 86 Door:Solid 47 0.300 14 Crawl: Solid Concrete or Masonry 934 00 8.0 0.091 61 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 2.5' Basement:Solid Concrete or Masonry 680 0.0 8.0 0.075 51 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.5' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versior 5. nd to compel with the mandatory requirements listed in the REScheck Inspection Checklist. 1 AAD 2511.L.V -fNM Eer v-"A^JAGL2 Name-Title Signa Dat Project Title: 7832 Clay Point Rd. Report date: 05/20/14 Data filename: Pagel of 2 V) LLI Z 10 C14 Is, LLi tn 0." Lu 0 W U 2: Lu LL ci cz < 0 Ulv! Lu z 7 REMOVE EXISTING POOL, 1 TERRACE,STAIRS,STORAGE 0 cli SHED AND POOLHOUSE IN 00 r' NIF THEIR ENTIRETY. \\ \ '�\ JACQUELINE LANERES WILLIAMSON 6:9. 10'0 0 00 /4v BLOCK 25 — LOT 8 41k� EXISTING DETACHED TWO-STORY GARAGE TO BE REMOVED r)�; v r � o Ekis 710p GAR4Gl PROPOSED ONE-STORY OP FRAME ADDITION \ e\ 0 Its>, 0 �� \ \ ' \Top WILLEM KOOYKER & OP JUDITH ANN CORRENTE POP 7832 CLAYPOINT ROAD PROPOSED ADDITION OF A SECOND FLOOR IN FISHERS ISLAND, NEW YORK THIS AREA OVER EXISTING FIRST FLOOR SECTION 3 , BLOCK 1 , LOT 5 O/� \l��G�o 5�°�/ N \ti �q CYNTHIA WARREN SPURDLE BLOCK 25 LOT 6 �O \ -170 RADIUS=3417.29' 15.00' SITE PLAN SCALE:1 30' u Lu Lu u 000, P, V) >0a ' c� w Lu Lu Z6) 0�cc-'sli ckf< 0 >Z < ]S� Lu C> -, Boz �z u WmIF--) WLu LLI —) �� z — W0 Lu 3: to Uf fy- Lu ( LL =): L DL, LU Z to < (D tn LL CL :5 00 r` E 15 ids I � L. ANr s N 0D = x —10.8 � � V � ) E \ 'ap ►-� w 25-9 25-8 \ \ \\ \ x _11.3 25-10 W P-400\ ILII \ 51 Tr �' w 26-5 25-7 P2�6N NOT A 8UILDINO �..� Ri a N F \ \ \ 3-1-6 LOT PER DEED 1..r U (x 28-6 V �y IN \ \ '-'6" 26-4 1-7 •rl U V w— \ GHOCOVE Go O�M/�OUNT v _ 26-7 25-5 GO Y L. 1 "D cu • \ \\ \ \\\ /S� \`` X _11.7 28-1 26-3 �1 �+�, 00 W 26-225-1 r""q �1 > —3 30-1 25-2 N �_ \ 26-13 N\ O 25 -3 LLl OU co 30-2 1` \ \ BOULDER � '\ \ \ S JETTY IT_I I /i M co \ SS , II II ,� I \ \ VO \\ w \ \ OIL11 1: ® \ EELGRASS \ \ BOH 2t-3 . F BED \ \ 30-6 30-10 �.GJ� M1,�t 30-9 30-13 of \ \ ILII \ •�,\ _ \ LOCATION MAP SCALE 1 =400f 011 121 a 3 \ 7 �\\ `\\\\\ = \` �� ILII BOULDER,\ \ SFEQ \ �I I=I JETTY N/F a:a CLU JACQUELINE LANERES WILLIAMSON 10• '\ BLOCK 25 — LOT 8 \ ,cwQ \\ _ \ 00" ,e� • •' POOL \\\ 'I�� /gyp pfO�� \ . \ � `\ STAIRS \ \ 2p DEED LINE \� ry la \ NCRETE \ �\ 6„UMP RRY ECK \\ rN' MAP REFERENCES , APPROX. LOCATION \ - ,�� \ LEACHING CESSPOOL` LAWN 1.) PLAN OF PROPERTY TO BE CONVEYED TO ROWLAND A. ROBBINS FISHERS RAIL FENCE-GENERALLY ^v '-' \ \. \ �. �I \ \\ \ r�-Y \ ISLAND N.Y. SCALE: 1"=100 FT. JULY 1956 BY CHANDLER & PALMER \� \ 3p -� \� � ,\\ \\\ `� \ ALONG PROPERTY LINE 2 -I APPROX. LOCATION GARAGE T OF DRYWELL BLUFF LINE NOTES TONE \ '� \, \ \ \ \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O Z \\ ! S — \7 COASTAL EROSION \ \ \ \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ~ w Y d�' HAZARD LINE /-�`' �\ \ \ �' \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE p �/ 0_ PATENGAGEMENT. � � o i/ \� � \ \ J'0 �\ \ ENGAGEMENT. } W W Q >_ OJ \\\�� ' I HOUSE ��o a �a ---� VIEW \ \ L►1 0 A� \ / r O �� -� CLEARING �\ - \�. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Z 0_ �4 Q� \/ LIMITS \ ACTING ANDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN z O � Z ITEM IN ANY WAY. g V O U Z I 340Nu ENT ° \ '1� l a� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S CL m O 0- Z 34.54 qjulu`\ E 845.08 , \�� /� STONE �� \��` \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF w 1 Z �- �,(� ° 2 FT. HIGH (`l �� O ^1�' STEP ,I ° \ THE LAND SURVEYOR. �O Z V t� N \ STONE WALL \ ON T0�el\ \ 4� �' `I \ 4. COORDINATE DISTANCES Q N \ ALONG S �J✓ \ o � 0 � � RETAINING ) ES ARE MEASURED FROM U.S. COAST AND GEODETIC � � N �LINESTONE DRIVE �� U'o �I \ _ SURVEY TRIANGULATION STATION NIN . n. r I I J WALL-2.5- , w co w ! 1 \ / \ 3.5 FT. HIGH Ld _ m V &I VENT o \ 5.) SITE! IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, o �— �/'� \ �� ''� o \ LANDSCAPED SECTION 03, BLOCK 1, LOT 5. w J w O RING LIAREA d f�E 6. TOTAL AREA = .02f 2 ACRES. �I 1 FT. WIDE X a�D j I 111` I 1 FT. HIGH .f 7.) SITE IS LOCATED IN R-120 ZONE. 71) \\ \ �C I ��4 � O 6C3c� i I I STON W / N/F CYNTHIA WARREN SPURDLE \ 1 EL TRIC �(- � �� / BLOCK 25 — LOT 6 } I o < < o m \ \ Oa EC T \ / / S WELL�\�v / ; o \ \ Z a \ \ RADIUS=3417.29' O w =15.00' 2 FT. HIGH \ I \\\ N STONE WALL \ `\OLD RAIL > ALONG STREET \ FENCE W LINE \ \ \ \\\ MONUMENT w Q (FOUND) [] PROG. RESS PR NT z < 01 T 00 m N J N cn Lo Lo O w m I OU z o o Ld / \ 1 GFS ui W li N/F NOW OR FORMERLY m m 0 0 U c) U- STONE WALL DATE: 11/15/2013 ^ RETAINING WALL SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT #2013815 GROUP REVIEWED DATE PROJECT MANAGER SURVEY 30' 15' 0 30' mmmmw SHEET ENVIRONMENTAL CIVIL GRAPHIC SCALE IN FEET 1OF 1 STRUCTURAL ARCHITECTURAL I 1 E cq1 I H R 5 �I rz I 1� A 1 ` O to p1 X -10.4 O U I ` O �1 DOa) DO a) 00 00 �•\. \\ X -10.8 C1� z E 25-9 25-8 X -11.3 25-to W ^ \ \ \ DO SITE a \ w `° .9 28-8 3-1 1_g LOT PER DEED U (� \ \ 28-5 25-7 P 5n8 NOT A BUILDING �d 00 I— SisngN rS \ \ \ 2g-4 1-7 V V ,[� \ G©OMOUNT o v 0 _ 25-5 N N / t►� X -11.7 28-7 28-1 28_3 GO Y i. �••� a co 28-2 25-1 > W 25-4 30-1 25-2 �26-13 0) � 30-2 25-3 N lL N/F \ BOULDER ` v \ JACQUELINE LANERES WILLIAMSON �\ \• s s �\ JETTY®� IIII 0� U BLOCK 25 -- LOT 8 \\ \ s¢s i� ILII �/ \ M M SINGLE FAMILY RESIDENCE �\ \ Sp II'il i'- 1�` \ \\ O \ BON �`\ \ \ �' ILII \ EELGRASS \ '\,\ 21-3 MUNICIPAL WATER \ \ \ \ I IhII �/ ,,,BED \ --� ` 30-6 30-10 ON SITE SEPTIC SYSTEM \ \ \ 30-9 30-13 +; REMOVE EXISTING POOL, \`\ \ \ ILII \ •� , LOCATION MAP SCALE 1 =400 POOL HOUSE, TERRACE, �8• j -' STAIRS do STORAGE SHED. I� \\ \ \\ �\ \ ��- - II GRADE AREA, LOAM AND SEED 'I MAPLE \ 1 111 I .\ \ \ \\ \ O BOULDER PROPOSED 1 STORY SFEIZ\ �J \ �� I_1 i JETTY t- ADDITION - SEE ( \ \ \ \ `� ARCHITECTURAL PLANS CLU - 17-11 'l \ \` \ \ 9'0, 04 ROOF LEADER DEL 2.01 REMOVE EXISTING �. . p TWO STORY GARAGE, � ^� � PROPOSED STEPS, WALKS do .eP • ° POOL ; ';` •, \ I; ,\ \ \ \ RESIDENCE '.'�11'i D O �R. ,. «.I's1,. PATIO ��.�crO`". �� STAT RS \ \ 2O �\ RRY\ _ \ \ 1,g�,- \ DEED LINE \ �' �ry�� \ `'• 0' UMP CONCRETE\ oF�\ ' • .J, ,�h 6" PVC WYE DECK \ \2�`� OVERFLOW PROPOSED 2 STORY �\ \ \ \ \ _ \ \, \ \ \ ADDITION W/GARAGE- SEE (, ��8 \ °�sF 1\AP OX LOCATION \ `\\��\\\\\\✓� \ \ \ TO LEN THVC T MIN. 6" SOIL COVER K - i \ OF LE RING CESSPOOL \ __ I� \ OVER DRYWELL V) ARCHITECTURAL PLANS 1 i��- I ' \ \ \ \ \ BASIN GRATE TO GRADE Z \.��\ \�'\\ \, x BLOCKS AND CATCH LAWN \ - \\ ut�\�.,\ \ \\ RAIL FENCE-GENERALLY \ 30 �� \ �I \ \\ \\\ ` `` \\ FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL O ALONG PROPERTY LINE 1"1 \ -—— \ \ \ \ �. GA GE i` _ OAPPDRYWE LOCATION \. �` �I\ \ \\\\�\ \-��` \ `'� ° ° PVC SDR 35 '\ h BLUFF LINE ---__--- — _ \\ \\ \ 10 \ ` 90' BEND ' TO ADJACENT DRY WELL `� \ \ O \ `_ _ \ \� • \ \ \\ \\ `�\`\\\\ \\ 35 PVC SL PE6" SDR AS REQUIRED °° O OO O 0 0 W 0 Q 1" STONE OR ° I TONE ` ��•.� _�r L � \ __ \ \ \ \� _�\ \ \ SCREENED GRAVEL 0OO OO O ° Z / S Q� _\ COASTAL EROSION \ Y W AO �/\ HAZARD LINE PAT �� '\ ^ \7 `� / \ \ �p \\ \ !t 1, 8' 1' W Q 0 O p \ _ _ STORMWATER DRYWELL DETAIL aQ —�- PROVIDE A CONTINUOUS \ \ \` 0 0) LINE OF HAY BALES, NOT TO SCALE Y O MAINTAIN THROUGHOUT \ \ Z� O U Z CONSTRUCTION Z _� \ � \ (moNU ENT �'\ i '�� a ° .� tl O p Z Q_ \ N 5534:5�F ) ° tt t� i\ _ :. ... ; , STO °j�°lnq�' C\.\ \ w m LL E 1 534 t , ✓� STEP / \ \ DRAINAGE CALCULA,IONS ¢ Y g (� . o \ SILT FENCE N 0- Z C) U F.� `� q0�� ° I ` �` ROOF AND PORCH AREA = 4130 SF U / REQUIRED = 4130 SF X 1.0 X 2/12 = 688 CF rl N V) F— T.lc �` �� o0�,a �I � PROVIDE DRY WELL � ' WOVEN WIRE FENCE (MIN. 14 _ /� �'� FOR ROOF DRAINAGE J GAUGE W/ MAX. 6 MESH 688 CF / 28.27 CF/VF 24.3 VF w = 000 UJ O \ \ - OIL FILL / �� 1 \ �NP•�4)) SPACING) USE FOUR(4) 6 d X 8 DEEP DRY WELLS. J r` �J MODIFY DRIVE AND t --\, O PARKING TO PROVIDE Fo \ & VENT a o*\� \ \ 10' J ACCESS TO NEW GARAGE \ / \ 'QiL t / MAX CENT 36" MIN. LENGTH FENCE Q I AIRING LIf E ER TO CEN POSTS DRIVEN MIN. 16" � REFERENCES TER INTO GROUND 1.) PLAN OF PROPERTY TO BE CONVEYED TO ROWLAND A. ROBBINS FISHERS 7 PROPOSED SECOND f I IS N "= N LA D, N.Y. SCALE: 1 100 FT. JULY 1956 BY CHANDLER & PALMER \ ��\� t i' R ADDITION Q Q�� y EEFLOOARCHIITECTURAL I LANDSCAPED F Y �J-- PLANS J N .� CYNTHIA WARREN SPURDLENOTES J BLOCK 25 - LOT 6 /\\�\\j\\j/\//\//, HEIGHT OF FILTER = 16" MIN. m \ \ E RIC SINGLE FAMILY RESIDENCE \ \\\\j\\j\/\/\/ ( 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED r /� // MUNICIPAL WATER \//\/\\\\\ BEETWEEN THE CLIENT I ANDOTHEHSURVEYOR EXCEEDS THE PSCO E AO F THE TO E > \ \�' 6�. MIN.o �� O ON SITE SEPTIC SYSTEM p� /\/\ ENGAGEMENT. °D \ � � C � � � • \ O O T EC 111 J / S o� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS WE"L'�y�� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN zz ITEM IN ANY WAY. Z a PERSPECTIVE VIEW \ \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS 0 v \ RADIUS=3417.29' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF w 15. THE" THE LAND SURVEYOR. 2 FT. HIGH \ ` \\\ WOVEN WIRE FENCE (MIN. 14 II 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC - STONE WALL \ OLD RAIL 1/'2 GAUGE W/ MAX. 6 MESH SURVEY TRIANGULATION STATION "NIN". > ALONG STREET \ \ FENCE SPACING) WITH FILTER CLOTH z W LINE \ \ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, \ \ MONUMENT 36" MIN. FENCE POSTI o SECTION 03, BLOCK 1, LOT 5. \ / \ (FOUND) UNDISTURBED N o \\, FLOW, I GROUND 6.) TOTAL AREA =2.02± ACRES. i 7.) SITE IS LOCATED IN R-120 ZONE. z Z COMPACTED SOIL \\ /��0/ /'tip / EMBED FILTER CLOTH w �j8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. 9 �\\ \\/ p , A MIN. OF 6" IN GROUND co 0 ch A� 4„ 9.) APPLICANT:WILLQ / C/OEAM. RICHARD LARK JUDITH ANN CORRENTE o o / / \ 28785&MA NLTROAD Y N a m / SECTION VIEW LARK Iwo a � � �' z C'�ONSIRUCTION SPECIFICATIONS CUTCHOGUE, NY 11935 BldgDept vi copy d ocument rom ZBAN "' "' "' / 631-734-6807 Final reviewed documents o � 0 7BA File# M N Li 1.. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 0 v z o aw TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE ORLIJ Z HARDWOOD. I FGM � o w m o J CL. m 0 0 V U L_ 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, N/F NOW OR FORMERLY DATE: 11/15/2013 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE STONE WALL SCALE: 1 " = 30' OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER ^ ^ RETAINING WALL QUALITY CONTROL CERTIFICATION FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. PROJECT #2013815 GROUP REVIEWED DATE 4, PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. PROJECT MANAGER SURVEY 5,. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 30' 15' 0 30' SHEET ENVIRONMENTAL "BULGES" DEVELOP IN THE SILT FENCE. CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL Cr- E 10'-6" `= 15 5 15 L A IN 6 KNOCKOUT INLET AND C' -10 4 OUTLET OPENINGS--__ 5 O u 00 ° C7 ) 'c \ RIBS INSIDE Q� l � a1i \\ X _10.6 `J o a) O \\ \ OIO 0+ 7104 + + 25-9 in ��F•"^�I l / 33 25-9 .✓l � \ \\ \ X _11.3 25-10 W ^ Q \ ILII \ \ CO SITE W 0 \ \ I 26-5 25-7 PORTION5-66NOT A BUILDING �--� Q 00 F- \ \ CAST LOT PER DEED N U PLAN \ \\ \ X _11.9 CONCRETE COVERS 26-6 '-e �-I c o PLAN 40 26-4 �� U I- Q �, 'C co 5'-0" \\ \\ \ \ \ GHOGOMOUNT r%j c U 0 o = \ COVER LOCKING CASTING 26-7 25-5 �i0 0 co X _11.7 TO GRADE TO GRADE--\ 26-' 26-3 1--1 �° 0 w \ \ \ \\ \ IF DROP 'T' ° \ \ \ \ \ IS USED FINISHED GRADE 26-2 25-1 � > O❑ O O ❑ \ \ \ \ 25-4 ai \\ CHIMNEY p` DO OOO �� I \\ \\ \\ j \\ 4 x 4 12.6/12.6 G WIR MESH ° DO H H EJ DO N \ \ \ \ -X 2p" 6 x 6 6/6 GA�W2410 MESH -1 ° �T > �n \ \ A �'\ Q min. 6„ 3 30-1 2s-2 a°i O❑ O = ❑❑ I \ \ \ \ \ \ 26-13 in \ \ ISI \ O INLET 30-2 -3 ° Co ❑ ❑ CI N/F \ \ BOULDER '�' \ \ U ` 3" VENT e 3" VENT OUTLET U DO o 0 0 00 � JACQUELINE LANERES WILLIAMSON \ \ s JETTY LIQUID LEVEL CN M❑ = I� 0 110 \ S \ 1 4 OUTLET � - ❑❑ =0 0 11❑ BLOCK 25 - LOT 8 \\ \ Sg� =� �1=i1 m \ \ 01 F CONTINUOUS HOT BAFFLE \\ \ 6SOy III �_� \ \ \ 1 0, ASPHALT SEAL LINED WITH SINGLE FAMILY RESIDENCE Il u - \ \ LO 1 1/6" PVC ro BOH 21-3 6'-6" -� MUNICIPAL WATER \\ \ \ F III_il !sir \ \ �� 4" SCHEDULE #40 I 30-6 30-10 \ \ \ I1=I \ \ DD• cns , ON SITE SEPTIC SYSTEM INLET BAFFLE DEFLECTOR \\\ _ 30-9 30-13 LEACHING POOL DETAIL � �-\ \ \ �� s \ \ � �-�-- - o NOT TO SCALE REMOVE EXISTING POOL _ \� \ IIII \ 'A,� ,F. \ �' _ LOCATION MAP SCALE 1 "=400' POOL HOUSE. TERRACE �8• / \ �` ' '� \\\\\ \ \ _ \ \ IIII \\\ \\ 4 CROSS SECTION 3, STAIRS do STORAGE SHED. 124" GRADE AREA, LOAM AND SEED �' MAPLE \ i \ \\\\\\ \ _\\ ,I., \ \\ �� 1500 GALLON - 2 COMPARTMENT LOCKING CASTING 1=1 - 11=11 TO GRADE PROPOSED GRADE vv PROPOSED 1 STORY 3�• / v \ \ \\\\ \ I_� \\ I__ _ BOULDER\ _ _ SEPTIC TANK ADDITION - SEE / S �I \ \\\ \ \ `ter I%>`1 1 JAY \ NOT TO SCALE ENDCAP TYPE >5 K.5 � LEVELING DEVICES ARCHITECTURAL PLANS \� � { \ \ \ I \ \ \\ '\ REMOVE EXISTING '/ �. e.,'. . \\ '\� \\\\\�\\ \ 9 CLU 10•�0;F �\ MIN. 4' X INLET '" * ' TWO STORY GARAGE •� "•\ \ �I%1�C \ \ \ - \ OUTLET NVERT 2" MIN. STEPS WALKS do "� 2* MIN. AE30VE POOL \::•,.../�. \\ \ , /p �o \ \ � \ STAIRS \ \ �_ + PATIO ��. �� \ �. _?' RRY\ - \ \ ?O�•S)•` BACK OF BEACH AND DEED LINE \ �- a ° APPROXIMATE LIMITS �* CONCRETE\ � o �\ �, DECK \ \ �� \� �`\\ \\\ \ OF TIDAL WETLANDS �P`� {f✓ BAFFLE REQUIRED PROPOSED 2 STORY 6 FC�, /� \ \ 20 \ �� \\ \ \\ Q- IF INLET PITCH EXCEEDS ADDITION W/GARAGE- SEE po "�' \ \� �i PROVIDE A CONTINUOUS \ 2�\ 1/2" PER FOOT / ARCHITECTURAL PLANS yo�s 1 AP OX LOCATION \ \ I� UNE OF SILT FENCE. \ \ \ �o- \ x/ e OF LE RING CESSPOOL \ �r� MAINTAIN THROUGHOUT,\\\ \ \ \ \_ ��y� \ _CONSTRUC110N \ TYPICAL DISTRIBUTION BOX z LAWN \ -= \ ` \\\\ \\ ?a F�i� NOT TO SCALE Z RAIL FENCE-GENERALLY Y� �1 rT \ 30 �• 'i� \\ \ \\\�� \ `S�o o ALONG PROPERTY LINE 2 'I \ 1 i�`1 APPROX. LOCATION O GA GE i OF DRYWELL �• \\ \ \\ �� '' PROVIDE STOCKPILE '� h BLUFF LINE -��`__ \\ �\ `� \ FIIT� �h Q AREA DURING \ \ �-- --� ��' �• \ \\\\ ��` \\ \ R F ID � �� \� \ \ ` � � \ \ q TEST HOLE DATA CONSTRUCTION \ r �� • \ \ \ \ \ \ eRl� BY: R. STROUSE P.E.L.S. (03/06/2014) I.I.J Q PROVIDE_STOCKe1Ll ---- \ O \ '� AREA DURING c �� \ \\ 0 . \\\\ ~ 0 \ tiF i �� \ CONSTRUCTION �, �--�-- \� �� \ \ CONSTRUCTION ENTRANCE 0"-10" TOPSOIL Z \ PROVIDE CONCRETE __ \ \ \ � �,Q, TONE � � \ OASTAL EROSIO \ \ \ \ \ NOT TO SCALE 10"-24'� SANDY SUBSOIL �J,J \ WASHOUT AREA '� O / S �3�7 -o---\� HAZARD LINE \\•\ \ „ W Y (SEE DETAIL) `� �� Ft�,�ti� �� N �- C;3 L - -1 \ _� \ \ \ 24 WA FINE SAND SPQf �N 'rL FS/ PAT 0� _C3 3p \ \ N0 WATER w Q O O 4 _- Unified Soils Classification (USC) System (from ASTM D-2487) O \ 11:0/ , aQ LIMITS OF \\ \ Major Division: Coarse-Grained Soils, �' DISTURBANCE' � �\, \• J Sand and Sandy Soils � Y O O �� i SILT FENCE Group Symbol: SP, Clean Sand, Poorly Graded, Little or No Fines Z 0O �'- 11 H Z �\ •- �`��\ ��Q �i PROVIDE NEW`�� \ �_ NRCS, LISDA Soil ClasGification: ReB & ReC-Riverhead very stony sandy Icarn " J V e,,r fY SEPTIC SYSTEM WOVEN WIRE FENCE (MIN. 14 3 to 8;� and 8 to 15% slopes � O p \\ �AONU ENT \\ \ ; '�' o o ° GAUGE W/ MAX. 6" MESH Lv O a_ Z STOSTEEP �� \ \ \ SPACING) LIJ CK Q Y Z / SEPTIC SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE _ 11 Z (n E 1845.08 \ �/ , � /�� I o \ \ � 10' MAX. 36" MIN. LENGTH FENCE \ V ;` A 1 \\\ CENTER rp CENTER POSTS DRIVEN MIN. 16" PROVIDE - 1500 GALLON SEPTIC TANK Q U INTO GROUND c 1y 0 -\- ST / PROPOSED LIMITS \ ' I PROVIDE - 1 DISTRIBUTION BOX G \ \ O �\ �T�� ' c �� ° ° j I�I� OF CLEARING J PROVIDE - 3 - 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) („LJ = CO LL. O MODIFY DRIVE AND \ \\ ��--- ,�- - STp� �`� OIL FILL I TEST HOLE \ �I -� -� `� F & VENT o \ l INVERT ELEVATIONS- (- PARKING TO PROVIDE \ 1� �` \\ ° I\1' ._�� DBOX INLET- 36.42 ACCESS TO NEW GARAGE ` i'iL \ / - PROVIDE DRY WELL 0 � DBOX OUTLET- 36.25 \ \ I a FOR ROOF RAINAGE LEACHING POOLS INLET- 36.0 (TYP.(4)) CLEARING LINE HEIGHT OF FILTER = 16" MIN. LO 1 "LIMITS ofMAP RE N DISTURBANCE0 �Q�� PROPOSED SECOND / LANDSCAPED � nQ np FLOOR ADDITION AREA �� s" MIN. - Y SEE ARCHITECTURAL J .�'� oy� 1.) PLAN OF PROPERTY TO BE CONVEYED TO ROWLAND A. ROBBINS FISHERS U �O \ Jfp�A�,._7 PLANS / ,�,.'� p N F ISLAND, N.Y. SCALE. 1"=100 FT. JULY 1956 BY CHANDLER & PALMER O APPROX. LOCATION oo / ��, CYNTHIA WARREN SPURDLE PERSPECTIVE VIEW m \ _ OF WATER SERVICE � // \ � / BLOCK 25 - LOT 6 PROVIDE x SINGLE FAMILY RESIDENCE CONSTRUCTION 1 �� METER I� �� / MUNICIPAL WATER WOVEN WIRE FENCE (MIN. 14 NOTES 03 N N ENTRANCE \ 'AD ' ° � (`( o I ON SITE SEPTIC SYSTEM 1/2 GAUGE W/ MAX. 6" MESH m (SEE DETAIL) I \ -9 1 - 1 SPACING) WITH FILTER CLOTH M 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Q 1 ELECTRIC / s' I 36" MIN. FENCE POST o HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO w �\ BLOCK 26 - LOT 4 \ �SITRANSFORMER �J / UNDISTURBED N BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z N PROPOSED ` ROOF LEADER I \ ' �^-�� WELL �v FLOW GROUND ENGAGEMENT. N o V) VACANT LAND RESIDENCE \ I Z o \ ----- i - Cnnnn ° ° nnn ° ° n ° ° ° ° ° ° n ° ° nnnnnOnn ° ° ° ° ° 0 ° ° ° °� COMPACTED SOIL\\//� \\ ? � 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS w a J \\ \ RADIUS=3417.29' ° n a ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN - w o ° n EMBED FILTER CLOTH \�\\�\\,\\\, o ITEM IN ANY WAY. o o UJ f6" PVC WYE \ \ \ �i_ 4=15.00 e o A MIN. OF 6" IN GROUND "4- ' 0 a ° a OVERFLOW \ I \\\ ° n 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S - � 0 s" PVC cut 2 FT. HIGH \ I \ / o o SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF > a_ I- N TO LENGTH MIN. 6" SOIL COVER STONE WALL \ \\ OLDRAIL OVER DRYWELL AVONG STREET \ ° n SECTION VIEW THE LAND SURVEYOR. BLOCKS AND CATCH LINE ° W <r -BASIN GRATE TO RF) OR EQUAL \ \ \� / ° o CONSTRUCTION SPECIFICATIONS 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC o o FILTER FABRIC \ \ / MONUMENT o n SURVEY TRIANGULATION STATION NIN Q M p n 0 o \ (FOUND) / 0 4' 4 4, o 04 0 M o 6" PVC SDR 3517 MAX MAX n 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, o`er TO ADJACENT DRY WELL / / �\ / u 4' u TIES OR HARDWOOD. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR SECTION O3, BLOCK 1, LOT 5. Z N 90' BEND m Qo OO OO m O M m 0 � o m 6" SDR 35 PVC °, \� «y� o+`>A� o e 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 6.) TOTAL AREA =2.02± ACRES. SLOPE AS REQUIRED O OO OO o0 O ",yO� ��. / o ° SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, ° n 6" MAXIMUM MESH OPENING. m O O O m �,��. yy�� /O�, ° ° 7.) SITE IS LOCATED IN R-120 ZONE. Q 1" STONE OR O Qo Qo po Q o 5 \ ° ° 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 3 SCREENED GRAVEL / /\ ° ° OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER $,) SITE !S SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. H _ / \ FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. Q o p 1' 6' 1' / \ PLAN 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 9.) TOTAL DISTURBANCE- 17,200± SQ. FT. STORMWATER DRYWELL DETAIL 8' / EQUIVALENT. 0 0 N Q Ln `1 J m (� - 2 NOT TO SCALE / 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 10). PERCENT OF LOT COVERAGE PROPOSED- 6.2% 00 o D- 00 00 / "BULGES" DEVELOP IN THE SILT FENCE. pp N Cn pp oQ 4' m 2 EE 1 T CT 2 2 + PRovloE sT>RAw eALEs BAS EROSION&SEDIMENT CONTROLS 9.) APPLICANT: 1' MIN. WILLEM KOOYKER & JUDITH ANN CORRENTE p w � O o p � �+ SILT f1a10E(TYP) C/O SAM FITZGERALD, ARCHITECT P.C. DRAINAGE CALCULATIONS J7 Shall include but not be limited to: 3 PO BOX 447Ld LINE PIT WTH 1C A well maintained Construction Entrance, FISHERS ISLAND, NY 06390 < Li wasnc ADE ked Silt Fencing,stabilization & I F o_ m o o L� ROOF AND PORCH AREA = 4130 SF �� _4• � Wire Bac 631-788-7919 � � w � U � J 688 CF / 8 2 30 SF F 1.0 24.32/12 = 688 CF ENDS INTID GRADE SECTION Seeding of exposed and/or inactive soils. USE FOUR(4) - 6'� X 8' DEEP DRY WELLS. N/F' NOW OR FORMERLY DATE: 11 /15/2013 DRAINAGE INSPECTIONS ARE REQUIRED STONE WALL SCALE: 1 " = 30' apmcl`re- 14� i vIW) CONCRETE WASHOUT PIT Contact TOS Engineering at 765-1560 before /V f-- 0t< USDAe Soils-SoilClassifications: ReB & ReC-Riverhead Veer stop sand loom NOT TO SCALE Backfill,OR Provide Engineer's Certification RETAINING WALL QUALITY CONTROL CERTIFICATION 3 to 8% and 8 to 15% slopes & Es- Escarpments y y 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL- that the drainage has been installed to Code. PROJECT #2013815 CONSTRUCTION, LARGER PROJECTS OR PROJECTS' REQUIRING GROUP REVIEWED DATE PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONIS/TRUCK, PROJECT MANAGER �,. 'S. " 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). APPROVAL OF STORMWATER MANAGEMENT 30 15' O 30 SURVEY S, 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM SHEET PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES CONTROL PLAN -To Code a 2 ,6 ENVIRONMENTAL 75% OF ITS CAPACITY. Date: � r {)'•I� � ,l GRAPHIC SCALE IN FEET 1 O F 1 CIVIL �,! 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT Approved b c'��41 a ;�� STRUCTURAL OF WASH WATER. Y' ARCHITECTURAL J l� I �I ti E 10'-6" I ( L A I �i M v� X _1D 4 KNOCKOUT INLET AND bA CIJ rn OUTLET OPENINGS S O U IN Z 00 00 RIBS INSIDE N r 1 o \\ X -10.8 `J c E 88 0_ U 00 O \ \ I N + 25-9 25-8 -'-4 \ \ 25-10 w � 0. N \ \\ \ X _11.3 \ II II \ \ 5 Tr w o pN - o \\ \\ \ CAST 28-5 25-7 PORTI25 NOT A BUILDING � �] CO b PLAN \ \ X _11.9 CONCRETE COVERS 28_8 LOT PER DEED 3-1-5 C� U z co U ORTION 25-6 PLAN 2e-4 3-1-7 \ \ \\ \ C HOOOMOUNT r� U o = 5'-0" \\ \ \\ \\ COVER LOCKING CASTING25-5 �E l _0 CU \ \ 1 \ \ X _11.7 TO GRADE TO GRADE 28_7 GO 28-1 26-3 h--i Q� �° o w IF DROP T �T� ❑❑ O O 0 \\ \\ \\ \\\ \`\ IS USE FINISHEDGRADEDE 28-2 25-4 25-1 W Q El 1:1❑El HOE] ❑❑ N \ \ \ \\ 1 S r \\ 4 x 4 12.6/12.6 G MR MESH J ❑❑ OHO ❑❑ \ \ \� L �r \ �X 20" 6 x 6 /6 GA WIRE MESH U J >_ ❑❑ O 0 O ❑❑ ;n \\ \ 1 Y \ a min. 20 f 6„ 30-1 25-2 `J a I \ \ \ \ \ m n• _ 3 28-13 E3 E1 ODD ❑❑ \ ❑❑ a O ❑❑ \ \ \ \ ,s 30-2 25-3 / w ❑❑ 1 0 ❑❑ N F \ �_,� 11I_u \\ 0 0 �r ` INLETF3" VENT-��e 3" VENT-- , OUTLET / U M EI El 0 O ❑❑ I \ \ BOULDER \_ \ lY ❑❑ 0 0 0 ❑❑ JACQUELINE LANERES WILLIAMSON \ \ s JETTY \ l) LIQUID LEVEL �" " \\ + ._ \ 1 4 OUTLET ch c ❑❑ O O ❑❑ BLOCK 25 - LOT 8 \\\ \ S`SA ,� =� 11 11 \ \ 01 = CONTINUOUS HOT BAFFLE W \\ \ 6SO* III II 1 \ \ \ I rn ASPHALT SEAL UNED NTH SINGLE FAMILY RESIDENCE 11=u - \ \ 1° I 1/8" PVC BOH 21-3 - -� MUNICIPAL WATER ��\\ \ \\ F II_u ��\ \\ \\ \ 4" SCHEDULE #40 I 30-s 30-10 6'-6' , \\ \ \ _I I I_II �� \--- INLET BAFFLE 60• GAS ON SITE SEPTIC SYSTEM / /\\ \ \ /\� :I I \ _\ \\\ ` DEFLECTOR 30-8 �9 30-.13 LEACHING POOL DETAIL \ \ \ \ \ �S \ \ - �`-�`- ' _ \ \ I:I ' . � \ LOCATION MAP SCALE 1 =400 f Ie NOT TO SCALE EMOVE HOUSE,EXISTING TERRACE, STAIRS .7 �` ' \\ \\\ I 1 \ ��\ irri II=11 \\ 4" CROSS SECTIONPOOL �3, STAIRS do STORAGE SHED. 124" GRADE AREA LOAM AND SEED '1 MAPLE LOCKING CASTING 1500 GALLON - 2 COMPARTMENT TO GRADE PROPOSED GRADE 3 ,7 \\ \\ \\\� i_ \�\ I-�� I 11-i11 BOULDER\ \' SEPTIC TANK - rtir� PROPOSED 1 STORY 3 �� > S \ _ \ ` �� _ \_ JETTY \ NOT TO SCALE ADDITION SEE V I \ \ \ \ ENDCAP TYPE ARCHITECTURAL PLANS \\ \{ \ \ \ -1 ° \ \ LEVELING DEVICES �' ��_ \ D r_F1 10' \ 2" MIN. ABOVE MIN. 4' x �. REMOVE EXISTING '� f.. \ \ \ ��%I \\\\_ \ - \\ DO•£ \_ INLET TWO STORY GARAGE � OUTLET INVERT 2" MIN. i i \ �\ STEPS, WALKS & /^04� \°� POOL \; '/ \\ I �I\\ \\ STAIRS \\ \ \ PATIO \ \ ?O �- O DEED LINE ti �' 1� d' 1 \\ ' g" RRY\ \ 1.5�•`. BACK OF BEACH AND �ry• �� = �` o- % UMP -� --�� APPROXIMATE LIMITS CONCRETE \� ��\ \ \\ \\ \\ OF TIDAL WETLANDS �Q� BAFFLE REQUIRED PROPOSED 2 STORY �-- �Ec\. ' •�� ./ ^h DECK \ \ 2p \� �\ \ \ \ `� IF INLET PITCH EXCEEDS 6 °o "�' \ \ \\� r� PROVIDE A CONTINUOUS �2� 1/2" PER FOOT ADDITION W/GARAGE- SEE � � '�.:.0 \ \ ARCHITECTURAL PLANS LINE OF SILT FENCE, \ \ \ \ 8 SF 1 AP OX LOCATION I� \\ �i I) \ MAINTAIN THROUGHOUT \\\ \ \ \ \_ ::• '' y ti� HING CESSPOOL \ �� CONSTRUCTION NOT�\ \ - s',f,� �G� TYPICAL DISTRIBUTION BOX l6 Z LAWN _ \ \ '�'\ \\ \_ \ pG NOT TO SCALE -r-u <v_. . , �,." RAIL FENCE-GENERALLY 1 ALONG PROPERTY LINE 2 1 APPROX. LOCATION O' GA GE,i OF DRYWELL �\ .I� �1 \ ` FI �I PROVIDE STOCKPILE - BLUFF LINE -- - `\ \\\\\ ``� \\ �TeR =J� AREA DURING \ \ - \ \ \ F �: w �. 0 TEST HOLE DATA �- CONSTRUCTION \ `- ��-- �\\\\ \ \ \ \ \ ggRl SUFF.CO.FIEAL TH,rRl610ES \ \ O ( \ \ \~\ \ \ \ C BY: R. STROUSE P.E.L.S. (03/06/2014) .� h`c .� ; L.1J Q s \ p P�01ADE_STOCKP1l.!<---- \ \.;` � \ \ \ d8`itll�F G $�a`�:FT�,�a�3T�F p \ ^ AREA DURING c CONSTRUCTION ENTRANCE 0"-10" TOPSOIL \CONSTRUCTION L \ \\\ \ \ "_ .. Z 0 \ PROVIDE CONCRETE i �, TONE -__ OASTAL EROSIO \ \ \ \ NOT TO SCALE 10 24 SANDY SUBSOIL YLii WASHOUT AREA 'S� O S Qb -p-- HAZARD LINE \�,\ \ " w \ .�Sjj n �? � -� \ \ 24 -17 FINE SAND SP �/ Q' (SEE DETAIL) �� Fi_ ,Q�{•G, vC N d _ , +. \\ \ \ NO WATER 0 O PAT � C3 \ L J Q >- O J /p by 0 \ \ Unified Soils Classification (USC) System (from ASTM D-2487) O LIMITS OF \\ \ Ma Sand and Sandy Soils OY Y Of � STONE �� DISTURBANCE ` Major Civision: Coarse-Grained Soils, O O LLJ O r ST i \ _ �. SILT FENCE Group `.symbol: SP Clean Sand Poorly Graded Little or No Fines �- Z fl p NRCS, .JSDA Soil Classification: ReB & ReC-Riverhead ver stony sand foam Z LL_ \ - � 7 i PROVIDE NEW Y Y Y z \ r �\ SEPTIC SYSTEM \� WOVEN WIRE FENCE MIN. 14 3 to 3% and 8 to 15% slopes O p \ �r1ONU ENT \ �\ I 1 Q� 0 �� C ` GAUGE W/ MAX. 6" MESH LLJw O Z /�� °( o(bo \\ SPACING) W I L Z r E 5534.54 1 �� \ \\ \ SEPTIC SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE 1_ Y g (n LLJ 0 \ E 1845.08 \\ � _ �/ � I o I \ \ 10' M,yX 36" MIN. LENGTH FENCE Z Ln \ , ` O CENTER TO CENTER POSTS DRIVEN MIN. 16 PROVIDE - 1500 GALLON SEPTIC TANK � Q INTO GROUND n N (n \. ___ ��J J ST \ o / PROPOSED LIMITS ' I PROVIDE - 1 DISTRIBUTION BOX I,� O' / \I� OF CLEARING J PROVIDE - 3 - 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) w CO w O �� OIL FILL I TEST HOLE MODIFY DRIVE AND \ \\ o . \ _ = J II J V) 'LF & VENT o \ \ l INVERT I_LEVATIONS- J Q_ I PARKING TO PROVIDE I I J DBOX INLET- 36.42 ACCESS TO NEW GARAGE \ QiL \ PROVIDE DRY WELL � DBOX OIITLET- 36.25 \ �I FOR ROOF NAGE LEACHING POOLS INLET- 36.0 (TYP.(4))* CLEARING LINE \\\\//\ \ \ \ HEIGHT OF FILTER = 16" MIN. ,) LO \ a LIMITS OF I i (0,y 3va D p i i I I I j in \ �\ii\ii\�i`i04 DISTURBANCE �' I 1�4 �q�7 aQMAP REFERENCES �\ I i 4 p c 1 PROPOSED SECOND LANDSCAPED i ,. L`1t�15YGIltSubsnit 6" MIN. Y FLOOR ADDITION / AREA O� CgO£C„1�1 It` �/ 1. PLAN OF PROPERTY TO BE CONVEYED TO ROWLAND A. ROBBINS FISHERS QQ 1 wife cll.,s�ir�>rent red �. / \�� SEE ARCHITECTURAL J �'� CC1i1fC1TIT1c31�0 �.j��'DA �a� f' �o� ISLAND, N.Y. SCALE: 1"=100 FT. JULY 1956 BY CHANDLER & PALMER V ,p xR,. Q PLANS / �� ,h° N F cc)mpleted fog O \ \ APPROX. LOCATIONoo 5� CYNTHIA WARREN SPURDLE PERSPECTIVE VIEW \ _ OF WATER SERVICE / \ // 00 BLOCK 25 - LOT 6 x SINGLE FAMILY RESIDENCE PROVIDE �� ELECTRIC r / r N N CONSTRUCTION I METER i MUNICIPAL WATER WOVEN WIRE FENCE (MIN. 14 II MQIf� _ _ _ _ ENTRANCE I ° (l( o I ON SITE SEPTIC SYSTEM 1/2 GAUGE W/ MAX. 6" MESH m w o o 0-1 (SEE DETAIL) I \ �-9 I , _3 �s� SPACING) WITH FILTER CLOTH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O to ELECTRIC 1 / I 3s" MIN. FENCE POST 111 y o HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO w �\ BLOCK 26 - LOT 4 \ ` TRANSFORMER �, -� / ) UNDISTURBED a BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z } PROPOSED ROOF LEADER I \ S� WELL �� / FLOW-� ( GROUND ENGAGEMENT. F > F VACANT LAND RESIDENCE I (FOR \ Z F \ I IRRIGATION I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° , ° c ° ° ° a° ° ° \//� Z 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS 0_ ON _� ° COMPACTED SOIL \/\ F ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR TO ALTER AN � � Lo o J U RADIO$=34h 7.29 I ° EMBED FILTER CLOTH \\�/\/\ \/ w w UJ ¢ o \ �,_ 1r=15.00' A MIN. OF 6" IN GROUND \ \'�\� �° ITEM IN ANY WAY. N o 0 0 0 6" PVC WYE 1 \ ° ° f OVERFLOW \ a _ a 4" 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S - o I_ C \ 2 FT. HIGH \ I \\ I ° ° SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ] a UJ � of 6" PVC CUT STONE WALL \ OLD RAIL MIN. 6" SOIL COVER \ ° ° SECTION VIEW Ld TO LENGTH \ FENCE ° ° THE LAND SURVEYOR. OVER DRYWELL A ONG STREET BLOCKS AND CATCH LINE ° 0 0 BASIN GRATE TO GRADE \ a a CONSTRUCTION SPECIFICATIONS 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC w o o N N FILTER FABRIC f N C14 (NEENAH R-2525-F) OR EQUAL \ \ / \\ (FOUND)ENT ° " " c^v o \ ° ° SURVEY TRIANGULATION STATION NIN . Q / ° 4' 3:1 3:1 o o ° 4 ° 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 5.) SITE IS IN THE TOWN of SOUTHOLD, COUNTY of SUFFOLK TAX MAP 1000, 6" PVC SDR 35 ° MAX MAX ° 90• BEND ° p @o po 0 p TO ADJACENT DRY WELL \ . / / a 4' a HTIES OR ARDWOOD. SECTION POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR SECTION 03, BLOCK 1, LOT 5. Z = N M ° Oo a0 \ / \ ° ° 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 6.) TOTAL AREA =2.02± ACRES. 6" SDR 35 PVC °° +^l� / ° ° SLOPE AS REQUIRED O OO OO OO SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, O OO OO OO O �•'�/. 5�•��/ ��. / a a 6" MAXIMUM MESH OPENING. 7.) SITE IS LOCATED IN R-120 ZONE. Q 1" STONE OR p Q Q p p ,' S `K ° ° 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 3 SCREENED GRAVEL / /\ ��Sj. ° ° OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. F- Y / `_ FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. Q o M p 1' 6' 1' PLAN 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 9.) TOTAL DISTURBANCE- 17,200± SQ. FT. Y � m STORMWATER DRYWELL DETAIL 8' / EQUIVALENT. �, N Q to NOT TO SCALE / / 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 10). PERCENT OF LOT COVERAGE PROPOSED- 6.2% ,�� o 00 CO "BULGES" DEVELOP IN THE SILT FENCE. N N 9.) APPLICANT: m cQi LZ I / 1' MIN. P�oE STRAW BALES BAddQD WILL.EM KOOYKER & JUDITH ANN CORRENTE p _J DRAINAGE CALCULATIONS wITII sILT (TYP) C/0 SAM FITZGERALD, ARCHITECT P.C. 0 o z o LL \ 3' 31 -__ .»n� FI BOX 447 w Y Fn z Y FISHERS ISLAND, NY 06390 � � � LINE PIT WITH 10 ANL I F� � o w � = o `'J ROOF AND PORCH AREA = 4130 SF P N'ENDS INM kI I- 4' -� SUFFOLK COUNITY DE?A`t';,,1F f i OF fiu,1,%ii S!:i'mcEs 631-788-7919 D_ m o o 0 0 1 REQUIRED = 4130 SF X 1.0 X 2/12 = 688 CF 688 CF / 28.27 CF/VF = 24.3 VF SECTION PERi+1jT F• ? �`�"Pf 01.'.,L Or C9�'S f F Lt�TC;� "t! A N/F NOW OR FORMERLY DATE: 11 /15/2013 USE FOUR(4) - 6'0 X 8' DEEP DRY WELLS. S►?:::b.�" I�•� 1i�,Y i';r�'i";"id: �'�'�`s.`( 4 STONE WALL SCALE: 1 " = 30' O n Site S O I I S- CONCRETE WASHOUT PIT 0 g 2014 Y Y Y NOTES: NOT TO SCALE ©ATC Y ' RETAINING WALL USDA Soil Classifications: ReB & ReC-Riverhead ver stony sand loam -±. ,. � r' . ea. �? lc�-1 c�c�� ® PROJECT 2013815 QUALITY CONTROL CERTIFICATION 3 to 8% and 8 to 15% slopes & Es- Escarpments 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL n 1.�. ..,.. ...." �- CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING � ppnOVEO (�l L l LLSi�� 1� i-LtirO GROUP REVIEWED DATE PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, "" * '"- '�"'""'•"�""" PROJECT MANAGER 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). y r r FOR h�1A. I1`1llh, OF (�� 3F:C7,�pOM,.� 30' 15' 0 30' SURVEY 2 PIT PROPERAL AND LY Y DSPOSEDIDS MUST BE REMOVED OF WHEN THE PIT REACHES EXPIRES THREE YEARS FROM C!r^,T'E OF A�1F'ROVAL SHEET ENVIRONMENTAL 75%OF ITS CAPACITY. GRAPHIC SCALE IN FEET 1 OF 1 CIVIL 3. INSPECT PIT PRIOR TO EACH USE TO NSUPE CONTAINMENT STRUCTURAL OF WASH WATER. ARCHITECTURAL CN 0 O z E 25-8 © S d� 25-6 • --1 cy- 25-10 R ) II:II ��✓J `� C� N Q� a o 51 TE W CD PORTION TON �'� j00 '`'25-725-6 NOTA BUILDING •� r--+ Q 3-1-6 LOT PER DEED 26-8 r9U z b PORTION ¢ CD 25-6 28-4 3-1-7 0 U 'C 26-7 HOcGoO�M�OUNT 25-5 � 26-1 v -0O c@z 26-3 w OW p rTl > 26-2 25_1 >W > > 1 25-4 C L � �j J 30-1 N _3 25-2 / (1) � 28-73 i I_I 25-3 =1 ` c0 N F i� 0 30-2 W 111=i 1 �!_ r' i co JACQUELINE LANERES WILLIAMSON \ s � BLOCK 25 — LOT 8 SINGLE FAMILY RESIDENCE S0, -1 I eOHLE MUNICIPAL WATER 30-6 W-10 �g'� 21-3 ON SITE SEPTIC SYSTEM 11=11 _ y, --� ILII c� 3o-e 30-9 30-13 O� LOCATION MAP SCALE 1 "=400' II_i�` gl• rim �,n � •\ .r IT-11 I_I I I I I " MAP RE EIRENCES H. C,. 1.) PLAN OF PROPERTY TO BE CONVEYED TO ROWLAND A. ROBBINS FISHERS ' ';-'x ISLAND, N.Y. SCALE: 1"=100 FT. JULY 1956 BY CHANDLER & PALMER II 910-0 NOTES � ( DRY WELL FOR ROOF DRAINAGE (TYP.) 201, DEED LINE . AS PREPARED FOR THE PARTIES AND PURPOSE INDICATED w BACK OF BEACH AND 1 ) THIS SURVEY W APPROXIMATE UMITS HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO OF TIDAL WETLANDS BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE STONE '\ O ENGAGEMENT. RETAINING WALL (TYP.) Q 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS oID06 ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN TOP OF00 ITEM IN ANY WAY. 60040 O S \•\ BANK 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S OS,�O�" SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \. THE LANE) SURVEYOR. 4QPo 4.) COOF'DINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN". w 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, o� - -- - /s o \ SECTION 03, BLOCK 1, LOT 5. - C COASTAL EROSION \\ LLJ Y 6.) TOTAL AREA =2.021 ACRES.HAZARDLINE Q O GETO�/ s �/O O Z+" - HOUSE LOCATED \ 7.) SITE IS LOCATED IN R-120 ZONE. - 12/30/2015 O N-- SILL _ w �'\ 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. oO O O MONUMENT ` � O C) N 5534.54 FOUND) `�\ _ U 0:-' Z Q Z E 1845.08 O _ B OJ a_ 1 (n PROPANE �� `� Q LLJU TANK Q a- cf) � � 3 SEPTIC SYSTEM TIES =I 00 = \ A6 J V) SEPTIC SYSTEM A B � 1 � � ILI OC LATED 11/21/2014 0 „y> 1 45.2 26.7 SEPTIC TANK INLET 5 4 ti��° 2 52.0 36.0 SEPTIC TANK OUTLET 3 63.0 49.0 LEACHING POOL \ i i APPROX. LOCATION 4 55.0 59.0 LEACHING POOL WATER SERVICE & UTILITIES N. 5 51.5 49.5 LEACHING POOL 6 35.5 43.0 LEACHING POOL N�F CYNTHIA WARREN SPURDLE 7 1 52.7 40.0 DISTRIBUTION BOX �� ,S�9�A• BLOCK 25 — LOT 6 ELECTRIC J SINGLE FAMILY RESIDENCE ,p METER MUNICIPAL WATER m '� \ ' LECTRIC ON SITE SEPTIC SYSTEM �O TRANSFORMER WELL BLOCK 26 — LOT 4 \ \ ` 0 IRRIGATION z VACANT LAND \ WATEROONLY) o \ �\ VAU LT Z 9 O u RADIUS=3417.29' _ o X/ L=15.00' Ld l<� \ \ MONUMENT w / \ (FOUND) o \ SUFFOLK COU Y DEPAR i a."E IT OF HEALTH SERVICES / \ APS OA SI K5 FOR CL.E FAQ LY RESIDENCE o z FEB 1 2016 H.S.Rif.No. ,¢ AO 000, d=.cp^SMI 3f1d ti.'`.'f$ilj}ny-d!ji cs ct Chic Imcction have been Q In_-pcc ad r.i !--r c .. h 4).�r nry !? nci.s L Cn c �b7 this r CE�a�L eri c.,o e and found O be sztisf_c:Nfy FOWA rLMcCh.�1:`s Ji1.Ji�",OF, BEDR�?O:J�^�. ~ o Co Y a 00 00 at 0 ff m o 0 O u- U z z w / / \ Z Y Y 1 F O O un Q w CD w � O w G' = O J 0- m � C-3U U t� N/F NOW OR FORMERLY DATE: 01 /08/2016 STONE WALL SCALE: 1 " = 30' ^ ^ RETAINING WALL QUALITY CONTROL CERTIFICATION PROJECT #2013815 GROUP R EWED DATE PROJECT MANAGER SURVEY 7j 30' 15' 0 30' SHEET ENVIRONMENTAL CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL RETAIN STORM WATER RUNOFF Contac , �- acerin at 7;;, PURSUANT TO CHAPTER 236 Backfill, o1: le Engineer's Cerwil.,QCion APPPIOVED AS 140TED OF THE TOWN CODE. that the draii;- - has been installed to Code. DATE: '? B.P.#-::,' -7- ■ FEE. �LfK= BY: a� � DRAWING LIST- PERMIT SET 0 R e d ellio'44, c e NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION • TWO REQUIRED T1 .1 TITLE SHEET & SITE DEVELOPMENT PLAN FOR POURED CONCRETE Fishers Island NY 0 2. ROUGH - FRAMING & PLUMBING P OCCUPANCY U 3. INSULATION � 4. FINAL - CONSTRUCTION MUST SITE PLAN �+,� { �t� /�� BACK OF BEACH AND BE COMPLETE FOR C.O. �7 1 I�tt..�'t ALL CONSTRUCTION SHALL MEET THE 11THO CERTIFIC T 7 APPROXIMATE LIMITS REQUIREMENTS OF THE CODES OF NEW Np OF TIDAL WETLANDS YORK STATE. NOT RESPONSIBLE FOR FLOOR PLANS 7 OC tUPP CY DESIGN OR CONSTRUCTION ERRORS. AN S A1 .0 DEMO PLANS ISI. ___ _ __- - A1 .1 FOUNDATION PLAN OF- y t �S�AegsCOrd°PLY !�lrl??'H ALL CODESODES A1 .2 1ST FLOOR NEW YORK S R PLANS ' AS REQUIRE A , DEED LINE A1 .3 2ND FLOOR PLAN SJ1}IOLD TOWN ZBA- _ � tTlin�nTQVNPIANNI"IGBOARD A1 .4 ROOF PLAN rm �= ELEVATIONS/ BUILDING SECTIONS A2.1 ELEVATIONS SOUTH & WEST FLUA.SIERCERTI7 .17 , A2.2 ELEVATION NORTH ON n^ L �+.�s S 0TH & EAST CERTIFICATE��4�^�yd""�.��• A2.3 BUILDING SECTIONS � r USE91N , SOLDtigUS 91N RATER A2.4 BUILDING SECTIONS Supg y XCE D 2190 O LE!'.D' \\, pt E Y�< WALL SECTIONS & DETAILS U1 G A3.1 WALL SECTIONS , - / BI WASTE - PL A3.2 WALL SECTIONS - MQ & WATER LINES NEED TESTING BE FORE COVERING A3.3 WALL SECTIONS - - SCHEDULES _ _ AL ION A5.1 WINDOW & DOOR SCHEDULE . - 1p ..__.. .__ _ __ . _- --- COASTAL LINE ..,_ �r 3 „ m « W'•h.. ❑ LIGHTING/ ELEC PLANS „ = = - w, e• _ E1 .1 FIRST FLOOR/ PARTIAL BASEMENT „ 5.e t , , -• _ � � , ' �� ._ « -_� __ _ E1 ,2 SECOND FLOOR LIGHTING/ ELEC PLAN 1 a L � v r' �a�. 33 { si. _., _ _.. p _ _ BLUFF- LINE , . }" ._....,., w. .-„_..,...<+_.. ��.. ... .. ...E ...........:... ,v « �� -®7 W �_-`�«wm^ ...................< _ «w�€-:.•,•aa:. _ STRUCTURAL .. .., ,. `^} ., t , f ,. 9 _.!`--,x•'-'--e .. ... pp „rn-.s - «,...__... _. „ x t \ _.. ,. • ,. - , .< „< K i -- ," ----"- _..�-,_ S1 .1 FIRST FLOOR FRAMING AND FOUNDATION , F= r .._a•..,.K. &..syy .,„, a... ,`w !• „❑ .a ae is E ❑ -^-^a+ .' ___. - _ � is _____... . , is @ „ E , , a ! c 4 «y- / � , , -r , E ., i_ _�� El P { �i i : E E _... 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I _ , TYPICAL DETAIL SHEET-- i ".--� -� OGRADE \ rRiO OSED LOW flET NM r 3� S2.5 TYPICAL DETAILS SHEET D jNTOFE%ST NG -ATS - PCErSTH RE TO BF REMOVED i �T0-_-. - -r.>,__._._... _____ EL 410 , ter-�_ r 1 g r \ _ I I GRADE \\ i - -------- I FDL 4', Y / \\ II 36 _ --' S3.1 FOUNDATION DETAILS SHEET A -- _ FFEB R' ❑ r \ \\ r , \ , ._........_..:. _._.. , s \ r r PRGPMED AIXD Tick ... - . v 1�'-SMQtudREAr' -` \ ;i F❑NEWBLUESTONEWALN r fr „• ,•," WITH GRAN,Hh F-Ji r , a „ .............. '_..'- w:-v':_,e''., '�' �- �:.y"P,", - 'tY�•'S':J3J''_., tI1 i•-NEWGRANT EAPRON P„ t I i gg ,. ._ ... i y• " .�• , ...... "t � ❑' h: 5ry":...:uue'. .. f.:^:">- Y,�y'> / cs" «-m m .�,,�` � a . , ., .�, • .,.a... ...,.,. _._... _a..,. .ii•' . ,. a _..«...�, �_""w`<,._- ,-_ <.,k. 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["' ,, .:t,<r�1 �^'4,;,�..p�iW r'€c.-.�„ ',�q�� t?�❑ A .•,aoro r„`1a,-.v<,_,.,.,<a .•a.., a tvYkA9 3 8 t ...: «.:t NOTE: r t. ,, ,•:;:>of ! , 3a <. _. <C .<p «_. ^� :..? .,-<,..<.<...,,...._..~� <, '>'�'a+..„' :. •• ;.fie, !.. ,< f,.,:. �<'�.. -„-:�.:r -_, ."- � »"", ' ,. :;>. ..�...,_..:��..:...... _,,t.„:^ �`.:::::.'_. �ri'-";��"':"'"a"�"��'.:: ,ai _ , �a�,,�� .':., e .':e,.y;c ti:`a .a.a_ "� ?. a',°` '. (E "� ..t• 1wa ».. ^'^�. � ..•�.,. ;71=:j _'= Ea ,+Fe.,a t `.'} �a ` ...o '�,x••. °..$ a°.,a, s:..,.:' f i..S.'v ., �rTd . ;H�I:7 : I SEE ENGINEERING DRAWINGS BY CME ASSOCIATES,REVISION DATE 04103/14, ❑ I it 'Y, t a i` e A„ f'� .�1`F� a eF Y y rF g a pr� T aaY { °�. DEVELOPMENT INFORMATION. S t;� L t' FULL FOR U :E a 0 ��a xb , i } gg 1 1 E s ._ ,<. r -<.< ..,.«.....__ .................._..,.. .... <. .,....»... �j` E--,+fix. ..... t ,axawv�m•.M., .. v r _ ........... , _ 1I� _<�.-•'-^�-�„_ �_,•-.r-'--�-�"`�•� 1 SITE DEVELOPMENT PLAN � Q A'RC F.E.M.A. STANDARDS IN FLOOD HAZARD AREAS and substantial improvements shall: A. All new construction a p qr�a � 1. Be designed or modified and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. 2. Be constructed by materials resistant to flood damage. PERMIT SET - NOT FORCONSTRUCTION 3. Be constructed by methods and practices that minimize flood damages. 4. Be constructed with electrical, heating, ventilation, plumbing and air-conditioning equipment and other service facilities that are designed and/or located so as to prevent 7832 lay Point Road Residence water from entering or accumulating within the components during conditions of flooding. Fishers Island, New York 06390 B. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system. : LAURA pg^ DRAWINGS AND SPECIFICATIONS,ONS, IN pjf' \\lj AEHLE architects, I'I'c' INSTRUMENTS OF PROFESSIONAL m Y �� \" SERVICE,ARE AND SHALL REMAIN li; 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. t}� THESE DOCUMENTS ARE NOT TO BE C. New and replacement sanitary sewage systems shall be designed to www.kaehier Tel 203.629.0717 Fax , °rE•' USED,IN WHOLE OR IN PART,FOR minimize or eliminate infiltration of flood waters into the system and www.kaehlerarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, discharges from the system into flood waters and on-site waste CONSULTANTS WITHOUT THE SPECIFIC WRITTEN disposal systems shall be located and constructed to avoid impairment AUTHORIZATION F to them Or contaminate from them during flooding. STRUCTURAL: SURVEYICNIL: INTERIORS LAURA f(AEHLER ARCHITECTS,L.L.C.. EDWARD STANLEY ENGINEERS LLC D. All new construction and substantial improvements shall have the TG"",,:, ��rel' E �'°Yry CME Associates,Inc. Timothy Macdonald Incorporated TITLE SHEET & SITE lowest floor, including basement elevated to or above the base flood 6Water Street Richard H.Strouse,RE.,L.S. Guilford,CT 06437 333 East River Drive 515 Madison Avenue T1 . 1 level and if constructed with a fully enclosed area below this lowest flloor T203458.0210 East Hartford,CT 06108 New York,NY 10022 F 203.458 0219 Tel 860-290-4100 Tel 212-593-4333 DEVELOPMENT shall be designed to automaticallyequalize hydrostatic flood forces on edwardsenleyengmeerscom Fax.860-290-4114 Fax:212-593-5796 • exterior walls by allowing for the ntry and exit of flood waters. Scale 1 ii= 20! Print Date:4/21/14 I— - — — — — — — — — — — — — -- — — — — — - I I I I REMOVE EXISTING BAY WINDOW FOOTING I I VERIFY EXISTING CONDITION AT DROPPED FLOOR/FOUNDATION VERIFY CONDITION-PROVIDE NEW / OPENING IN WALL-SEE A1.1 EXISTING FOUNDATION WALLS AND SLAB TO BE REMOVED.VERIFY SOIL / CONDITIONS FOR NEW BASEMENT < REMOVE EXISTING SLAB ON GRADE EXCAVATION. EXCAVATE FOR NEW CRAWL SPACE VERIFY CONDITION-PROVIDE NEW� / \ I OPENING IN WALL-SEE A1.1 / L — L L — REMOVE SLAB AT NEW PIERS/FOOTINGS INSPECT CONDITION OF EXISTING \ \ I L L /�FOUNDATION WALLS-REPAIR/REPLACE REMOVE SLAB AT \ \ AS REQUIRED. NEW PIERS/FOOTINGS _ / 1 FOUNDATION DEMO PLAN A.1.0 - - — — — — — — — — — — --- — — — — — — — I I I I I< EXISTING TERRACE TO BE REMOVED I -------------- I ,----------- ---- / \ — F IT n F_ I I II II �J J I I II —11 LL_ I II I L - L -_ -J�L— �L1 EXISTING WALLS, EXISTING CEILING JOISTS/ROOF CEILING JOISTS,AND _ ROOF TO BE TO REMAIN-PROVIDE SUPPORT I I Ff — REMOVED UNTIL NEW STRUCTURE IS FULLY I L I i L— L/INSTALLED — — — — I u \ z_ — s = — — — — �J ---------- ------\-------------' I \ F� — — t- - - T -------------- I / ----------------------------- EXISTING GARAGE TO BE REMOVED � � I -------- 1 FOOTPRINT OF PROPOSED ------------------------------------------------------------- 2 FIRST FLOOR DEMO PLAN A.1 .0 All KA�c,�, . r70 t4 PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 LAURAKAEHL R architects I.I.C. DRAWINGS AND SPECIFICATIONS,AS k", INSTRUMENTS OF PROFESSIONAL SERVICE, ARE AND SHALL REMAIN 3 I, 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. .�; 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BEUSED,IN WHOLE OR IN PART,FOR www.kaehlerarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF LAURA KAEHLER ARCHITECTS,L.L.C.. Demo Plans A. 1 .0 as noted Print Date:4/21/14 —-------—- 6 4 3 r2 'A2 3 3'-103/4" I 19'-8 1/2" 3'-4 1/4" 31-2" 31 i 71 3 17'-16" 22'-8 1/2"+/- 1 F_ 31 71 31 3'-2111 19'-7 1/4"' 18'-7 1/4" F_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — 1— — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — 7 -- — — — — — — — — — — -- L E2c --———— F — — — — -- -- — — — - - - - - - — — — — — — — — — - —J I F —----- — - - - - - - - - - - - — — — 1 -- — — — — — — — — — — 4 _j — — — — — — — — — — — —t T.O. STEM 1 it I 1 I I 99'-8 1/4" VERIFY EXISTING CONDITION- OL T.O.SHELF T.O.WALL I — — — — — — — — — — — — — — — — — — — — — — REMOVE FOUNDATION AT BAY T 99'-0 1/4" — — — — — — — — — — — — — — — — FOR DUCT ACCESS 99'-B 1/4" F1 --———————— —— —————————— 15t EXISTING FOUNDATION TO BE REMOVED A F EXISTING CRAWL SPACE 3 REMOVE WALL FOR NEWCRAWLSPA E'AICCESS REMOVE EXISTING SLAB- EXCAVATE TO EXTEND CRAWL SPACE A2.4 NEW L -- — — — — — — — — — — — — — —17 —'(�Z4 X - - - - - - - - - - - - - - - - - - - - - -GRAWL&PACE-- - - - - - - 7 EXISTING 1 171-81f F1 5 n C� CRAWL SPACE ZD 81 8, 9'-2 3/4" — — — — — — — — — —— - _J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F L B- - — - — - — - - - - - - - - - - L -— --- - - - - - - - 121 12' — — - - - - - - - - -I - f - - - - - - - - - - - I- - - - - W AHU T.O.SLAB — — — - — - — - — . - - - -- 7'-11 1/2" 7-111/2 8'-3/8" W.F. 1 e 1 f 96'-4" - ————————-------- I — STEP 1@ SLAY O BASEMkNT/- V, �Hu L.L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I—— — — — — — — — — — — — — — — — > EQ 61-711 EQ I I . I I I I I r I I T.O.SLAB k I co —2 I — — — — — — — — — — OL T.O.SHE to 1/4" 92'-3 3/4" 1 1 1 LF r 991-0 _F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - _L _4' _L - h 1,_1 I I F 7- - - - - - - - - - - - - - - - - - - - - T.O.STEM @ DOOR ij� U? -41 LO TO.�TEIVI L 99'-5 1/4" C4d 99'-8 1/4" — — — — — — — — — — — — — — — — — 4k I P PANELS .LS 1'-8" J F L -4 - - - - - ---------- I Q�AID 00---- -- - - - - - - —I - - - - - _J 101-1. 1/2" DO C\I 4k- 1 1 [3 1�3:e:j_A�I, 3'-103)4" L 11-211 15u OP C\J — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - — — — — F- - - - - - - - - - OL T.O. SHELF Ir 98'-9 7/8" L? OL T.O. STEM \r 99'-8 1/4" 1 — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — J I I I - - - - - - - - - - - - -I - -- - - - - - - - - - - - - - 4 L-- — — — — — — - - - - - - - - - - - - I— - — — — — — — — — — — — — — — — — — — — — 4" T-1 1/2" 9'-7 1/4" 2'-1/211 9'-7 1/4" A`-1 1/2'1 1 91 1 V-0 AF? 271-611 23'-9 1/2" 14'-10 1/4"+/- 12'-911/2" 14'-10 1/4"+/- e- KA4 ir BASEMENT/ CRAWL SPACE 2 PLAN 7_0 0 SCALE: 1/4" = V-0" PERMIT SET - NOT FOR CONSTRUCTION GENERALNOTE -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil.vapor barrier on 4' 58 Steel column-see structural plans. 7a Firestopping-Safing insulation all around openings. 10a 16a Location of electrical,telephone,security panels. shall apply at all same and similar conditions;all locations crushed store. 5b Steel beam-see structural plans, 7b R-23 closed-cell spay insulation 10b 16b Electric meter. 7832 Clay Point Road Residence may not be noted. 3b 5"thick Concrete slab on 10 mil.vapor 5c Custom finish-bronze-wrapped surround, 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under tile -All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(as shown) 7d Sound insulation batts-typical @ all interior walls. 11b reinforced concrete pad on 6'q on traprock. 6a Custom built-in cabinets;see spec. 7e 6"diameter red copper half-round gutter WALL TYPES LEGEND: 7f 4"diameter red copper leader;tie into subsurface drainageRAWINGS AND SPECIFICATIONS,AS 3d Beam pocket. 6b 5/4x composite fascia 12a Manufactured casework. LAURA KAEHLER architects, I.I.C.IIc WORKNOTES INSTRUMENTS OF PROFESSIONAL 3e Concrete footing and cast-in-place concrete 6c Exposed Fir entry rafters w/clear finish 7g 16 oz.red copper flashing with drip edge, T SERVICE, ARE AND SHALL REMAIN foundation wall. 6d Fir pergola,painted, 7h 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. EXISTING MASONRY WALL 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT la Line of construction above THESE DOCUMENTS ARE NOT TO BE 3f Stepped footing. 6e 5/4 x composite trim-painted. 71 16 oz.red copper step and counter-flashing, 15b Plumbing vent thru roof. 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN PART,FOR 1b Line of construction below. 3g Sonotube pier for trellis post 6f (2)4!x 8'x 3/4"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. NEW POURED- IN-PLACE www.kaehlerarchitects.com ANY OTHER PROJECTS OR 1 C Change of ceiling height above. mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW. 15d Exhaust fan vent cap. CONCRETE WALL PURPOSES, OR BY ANY OTHER 4a 6"(min.)thick stone veneer- equipment, 71 Cedar wall shingles @ 51/2"TTW:pre-stained, 15e Boiler PARTIES, THAN THOSE PROPERLY 2a Underground utility entry sleeves- 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6*and T-0"AFF. 7m Cedar clapboard siding wt bead edge @ 7"TTW-stained. 15f Hot water storage tank. AUTHORIZED BY CONTRACT. verify location WITHOUT THE SPECIFIC WRITTEN 2b Topsoil and seed. 4c Stone pier. 6h Adjustable shelves,in number indicated, 7n Ice&water shield-3'@ eaves&valleys.tylp. 15g Air handler. EXISTING 2 X 4 FRAMED WALL AUTHORIZATION OF 2c Perimeter foundation drain-tie into new drywells. 4d Thimble to flue for equipment 6i Structural wood post-see structural plans. 7o 15h Condenser units. LAURA KAEHLER ARCHITECTS,L.LrC.' 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4e 2"thick bluestone wall cap/step. 6j T&G v-groove board in finish indicated. 151 HVAC duct. slab.-running bond pattern. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 6-15"AFF w/16"deep 8a Mirror(see interior elevations for sizes). 15j Return air grille. NEW 2 X 4 FRAMED WALL 2e Stone paving set on stone dust. 4g Existing masonry fireplace-inspecU repair firebrick edgebanded birch plywood shelf above(or 2 8b 1/2"Low-iron frameless shower glass-see interiors 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted.) 151 Ceiling supply register. shown. 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill. NEW STONE VENEER ON 2g Underslab groundwater/radon collection 4i 4'thick bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. EXISTING 2 X 4 FRAMED WALL pipe system. 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height indicated 9C Tile floor-see finish Spec 15o Gas,water,electrical services-verify locations,connection. A 1 . 1 4k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. Foundation & Footing Plan 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess, 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads wl painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 10 0 5 10 20 as noted Print Date:4121/14 6t Custom wood plank shutters with operable 9i Carpet over strip oak. 15u Sump pump/pit 'Z� ----------- hardware A2.3 A2.3 A2.3 s A2.3 -2.2 A2.3 A2.3 .- ' 11 I I I ' I I I 27'-2 1/2" 34' 40'-8" 11 38'-10 112"V. .F. 3' 10 3/4" I 19'-8 112" 3' 7 1/4" 16'i3 1/2" 3' 2" 2'-10 1/2" 5' 1 d" 51-101, 7' 11 1/2" 12'-4 1/2" I 7' 11 1/2" 7' 11 1/2" 4'-5 1/8" 7'-11 318" 6' S'S 7/8" 1' 10 7/8" I 17'-6 3/8" I i # 3'-2" 11 3' 7' 11 3' IL I 1 3 11 7• 3' 3'-2„ 11 T.O.GRADE(V.I.F.) 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M ql D110 D109 I» 3 912" - - -� - - � =- =- .= -31/2" - - . . . :I ,1 I I I 7'-11" 11'-8" 7'-11" 4'-4 1/4" 4'-7 3/4" 2'-2 3/4" 5'-9 1/8" 10'-8 7/8" 5'-8 1/4" 8'-3" 7'-11 1/2" 4'-5 1/8" 11'-11 3/4" 8'-7 3/4" 8'-7 3/4" 4'-5 1/4" 11, 6'-3/4" -4 3/4" 2'-4 1/2" 4'-8 3/4" 8'-11 1/4" 01111111111 f I 27' 6" 1J ,9' I 24'-5" 1 411-3, I I I I I �NL I I � �" I I I 104'-3" t7L .•t . * A2.3 A2.3 A2.3 A2.3 2.1 2.3 1 A2.3 ri___� FIRST FLOOR PLAN TE Q �71i 1 F Na A1.2 PERMIT SET - NOT FOR CONSTRUCTION GENERAL NOTE -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Sating insulation all around openings. 10a 16a Location of electrical,telephone,security panels. n shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural plans. 7b R-23 closed-cell spay insulation 10b 16b Electric meter. 7832 C I ay Point RO ad Residence may not be noted. 3b 5"thick concrete slab on 10 nnil.vapor 5c Custom finish-bronze-wrapped surround: 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under tile "All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(als shown) 7d Sound insulation batts-typical @ all interior walls. 11b reinforced concrete pad on 6"'on traprock. 6a Custom built-in cabinets;see spec. 7e 6"diameter red copper half-round gutter _'._ WORKNOTES 3d Beam pocket. 6b 514x composite fascia 7f 4"diameter red copper leader;tie into subsurface drainage 12a Manufactured casework. WALL TYPES LEGEND: ". "` :• DRAWINGS AND SPECIFICATIONS,AS 3e Concrete footing and cast-in-(place concrete 6c Exposed Fir entry rafters w/clear finish 79 16 oz.red copper flashing with drip edge. ;-' architects, I.I.C. INSTRUMENTS of PROFESSIONAL SERVICE, ARE AND SHALL REMAIN 1a Line of construction above. foundation wall. 6d Fir pergola,painted. A 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. EXISTING MASONRY WALL 1' :', 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. 1 b Line of construction below 3f Stepped footing. 6e 514 x composite trim-painted. 7i 16 oz.red copper step and counter-flashing. 15b Plumbing vent thru roof. � THESE DOCUMENTS ARE NOT TO BE 3g Sonotube pier for trellis post 6f (2)4'x 8'x 314"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN PART,FOR 1c Change of ceiling height above NEW POURED- IN- PLACE www.kaehlerarchitects.com ANY OTHER PROJECTS OR mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW. 15d Exhaust fan vent cap PURPOSES, OR BY ANY OTHER 4a 6"(min)thick stone veneer- equipment. 71 Cedar wall shingles @ 51/2"TTW:pre-stained. 15e Boiler. CONCRETE WALL PARTIES, THAN THOSE PROPERLY 2a Underground utility entry sleeves AUTHORIZED BY CONTRACT, 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6"and 7'-0"AFF, 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank. verify location WITHOUT THE SPECIFIC WRITTEN 2b Topsoil and seed. 4c Stone pier. 6h Adjustable shelves,in number indicated. 7n Ice&water shield 3'@eaves&valleys.typ. 15g Air handler. EXISTING 2 X 4 FRAMED WALL AUTHORIZATION OF plans 70 2c Perimeter foundation drain-tie into new drywells. 4d Thimble to flue for equipment:. 6i Structural wood post-see structuralp 157 Condenser units: , LAURA KAEHLER ARCHITECTS,L.L.C.. 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4e 2"thick bluestone wall cap/sttep. 6j T&G v-groove board in finish indicated. 15i HVAC duct. slab.-running bond pattern. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 5'-6"AFF w/16"deep 8a Mirror(see interior elevations for sizes). 15j Return air grille. NEW 2 X 4 FRAMED WALL 2e Stone paving set on stone dust. 4g Existing masonry fireplace-inlspect/repair firebrick edgebanded birch plywood shelf above(or 2 8b 1/2"Low-iron frameless shower glass-see interiors 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted) 151 Ceiling supply register. shown. 4h Stone terrace and site walls tlo match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill. NEW STONE VENEER ON 2g Underslab groundwater/radon collection 4i 4"thick bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. EXISTING 2 X 4 FRAMED WALL r A1 .2 lan pipe system. 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height indicated 9c Tile floor-see finish spec. 15o Gas,water,electrical services-verify locations,connection. First F I OO 1 P 4k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess. 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads w/painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 6t Custom wood plank shutters with operable 9i Carpet over strip oak. 15u Sump pump/pit 10 0 5 10 20 as noted Print Date:4/21/14 hardware 5 6 4 A2.3 2. A2.3 A2.3 A2.3 A2.3 A2.3 I I I 34' I 1 // 38'-101/2" I I I I I / I 1 I 9'-8" 1 24'-411 I I 4'-7 5/8" 4'-11 1/8" 9'-10(1/211 91-10 1/2" 9'-6 3/4" I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I --------- -- ----- ------------- BE CHI / I I I _- Y v - \ W N I T C? PLAY ROOM \ 1 201 1c i / I \ / 9i x — — I— — — — — — — — — — — —I — — — — — — —I — � I -/ — — — — — — — — — — — — — — — —I— — — — — — -:": -r — — — — — — — — — — — — — — — — —I — — — — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L 7d A2.a I I �/ I I /ATTIC I — — — — — I— — - co I — L — — — — — — — — — — — — — — — L — — — \ 1 — I - - - I \ I I ATTIC I I I BATH - - 1 / \ F 202 4 cv i I I 9c � �- _ 1 — - — — — — — — — _I D202 LO BENCH LINEN .. - � Z l i 1 \ 3 1/2" 4' 1 1/4" 2'-7 1/8" d 1 MECHANICAL --A 6r \ ❑ a / ------ -----------------I - \ O I { I I — - - - - - - - - - - - - - � — - - - - - - - - -/- - - - - - -L . I — - - - -\— - - - - CO 1 A2.4 — — — — — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — ^— — — \ — — ^ — — — — — — ^ — — — — — — — — — — — — — — / 3'-10 3/4 3-2 1/8 I 13'-4 1/4" 3'-2 1/8" 3'-110 3/4'_' T\/� � ) / I I _ I \ 2 1 -1158 4- 12 4 -812 1 -1158 x - 2 _1_- - I 1 2.1 ---- - ------- ----- ------- --- I A3.x o . -------- ---- 31/2" I 31/211 - I 0 �N205 I I I I -- I " 1 11 11 13 1/2" �` I I �.._ , I I I I 3 1/2 13-4 1/2 51-91/4 51-91/411 T- / ..... ..... .. ....... ... ) I / I I I I 1 11 \ II 1 11 -._..........__._._._........ I 131-8" 11 -6 1/2 13'-8" _. N 1 I t I I I 1 \— CNJ CD .. ... ........... I I I 1 c - I Y ------------ r N 2 T co T _... _. ......... .... - LIVING ROOfIVI .. 0? I .... I _.... ....WET _L. 203 ------ ----- I 1 I I Y BAR a � I � I D203 6N q o sp 7d Ico N N I I I co 3 — — — D205 1 1— — — — — — — — — — D2D4 C LOS E-TI — — — o — — —\ — — rt — — — — — — — — — — — — — A2.4 A2.4 ` ) _....._. ....... _ _. � 206 BEDROOM .... 1 ___:BEDROOM,.: :::::. - stc .. --\'� ------- IN D206 1 -- 205 12a . . ....__ ._ _ ` I I' flI I I 1 \ t co ' I I - 1 LU I r , I I I I I I 1 --16m I{ _1 . � I I o I L. . ._. _...... ... ....... _.. . ........_-.... \ C0 �o�, I I I I I 7'-511 3 1/21' 6'-1/1 1' 16'-1/2'1 3 1/2" 7'-511 V-0 ARCS I I I IKA 7'-8 1/2" 12'-1" 7'-8 1/2" ir 271-611 1 I I I �J 5 2 1 A2.3 A2.3 A2.3 A2.3 2.1 A2.3 A2.3 $"�' i702'� rl—,) SECOND FLOOR PLAN 0 � A1.3 PERMIT SET - NOT FOR CONSTRUCTION GENERAL NOTE -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil.vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Safing insulation all around openings. 10a 16a Location of electrical,telephone,security panels. n shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural plans. 7b R-23 closed-cell spay insulation 10b 16b Electric meter. 832 Clay Point Road Residence may not be noted. 3b 5"thick concrete slab on 10 Imil.vapor 5c Custom finish-bronze-wrapped surround. 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under the -All dimensions are to face of stud or mason unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 masonry, 3c Condenser pad-5"thick x(as shown) 7d Sound insulation batts-typical @ all interior walls. 11 b otherwise noted. reinforced concrete pad on 6i"on traprock. 6a Custom built-in cabinets;see spec. 7e 6"diameter red copper half-round gutter wORKNOTEs 3d Beam pocket. 6b 5/4x composite fascia 7f 4"diameter red copper leader;tie into subsurface drainage 12a Manufactured casework. WALL TYPES LEGEND: "" DRAWINGS INSTRUMENTS ANS OF PROFESSIONAL AS 3e Concrete footing and cast-in-place concrete 6c Exposed Fir entry rafters w/clear finish 7g 16 oz.red copper flashing with drip edge. t: �� architects, I.I.C. INSTRUMENTS N PROFESSIONAL +71 ;;:, 1 a Line of construction above. foundation wall. 6d Fir pergola,painted. 7h 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. SERVICE, ARE AND SHALL REMAIN EXISTING MASONRY WALL `� jE°- 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. 1 b Line of construction below. 3f Stepped footing. 6e 5/4 x composite trim-painted. 7i 16 oz.red copper step and counter-flashing. 15b Plumbing vent thru roof. THESE DOCUMENTS ARE NOT TO BE 3g Sonotube pier for trellis post 6f (2)4'x 8'x 3/4"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. r www.kaehlerarchitects.com Tel 203.629.0717 Fax 1c Change of ceiling height above. USED,IN WHOLE OR IN PART,FOR NEW POURED- IN- PLACE www.kaehlerarchitects.com ANY OTHER PROJECTS OR mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW. 15d Exhaust fan vent cap. 4a 6"(min.)thick stone veneer- equipment. 71 Cedar wall shingles @ 5112"TTW:pre-stained. 15e Boiler. CONCRETE WALL PURPOSES, R O ANY OTHER 2a Underground utility entry sleeves- PARTIES, THAN THOSE PROPERLY verify location 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6"and T-0"AFF. 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank. AUTHORIZED PE CONTRACT, 4c Stone pier. 6h Adjustable shelves,in number indicated 7n Ice&water shield-3'@ eaves&valleys.typ. 15g Air handler. - R EXISTING 2 X 4 FRAMED WALL WITHOUT THE SPECIFIC WRITTEN 2b Topsoil and seed. 4d Thimble to flue for equipmenit. 6i Structural wood post-see structural plans. 7o 15h Condenser units. AUTHORIZATION or 2c Perimeter foundation drain-tie into new drywells. LAURA KAEHLERARCHirECrS,L.L.c.. 2d Pe x 48"Perimeter Bluestone paving mud set on 4"concrete 4e 2"thick bluestone wall cap/step. 6j T&G v-groove board in finish indicated. 15i HVAC duct. slab.-running bond paling. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ T-6"AFF w/16"deep 8a Mirror(see interior elevations for sizes). 15j Return air grille. NEW 2 X 4 FRAMED WALL 2e Stone paving set on stone dust. 4g Existing masonry fireplace-irnspectl repair firebrick edgebanded birch plywood shelf above(or 2 8b 1/2"Low-iron frameless shower glass-see interiors 15k Combustion air vent.. 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted.) 151 Ceiling supply register. shown. 4h Stone terrace and site walls Ito match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill. NEW STONE VENEER ON 2g shownUnderlab groundwater/radon collection 4i 4"thick bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. EXISTING 2 X 4 FRAMED WALL A 1 pipe system 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height indicated 9c Tile floor-see finish spec 15o Gas,water,electrical services-verify locations,connection. Second Floor P I a n 4k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess. 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads w/painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 10 0 5 10 20 as noted Print Date:4/21/14 6t Custom wood plank shutters with operable 9i Carpet over strip oak. 15u Sump pump/pit hardware 5 6 4 3 _1 2 A2.3 A2. A2.3 A2.3 -2.2 A2.3 1 A2.3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I6d I I I I I II I I I I I I- I I I I I I I I . 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I - --- ---- - - - I _ t -,- --111111 11--1111-_1111--- 1 . 1 I I \ I 1 1 1 I 1 �p�RC�r 1 I I I I I I I I I I I I I I �� P ,y " I I I I I I cr. 5 g 4 3 1 2 1 A2.3 A2.3 A2.3 A2.3 _2.1 A2.3 A2.3 170 ri ROOF PLAN rFa�N A.1.4 SCALE: 1/4" = 1'-0" PERMIT SET - NOT FOR CONSTRUCTION GENERAL NOTE -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Safing insulation all around openings. 10a 16a Location of electrical,telephone,security panels. 7 shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural plans. 7b R-23 closed-cell spay insulation 10b 16b Electric meter. r 832 Clay Point Road Residence may not be noted. 3b 5"thick concrete slab on 10 mil.vapor 5c Custom finish-bronze-wrapped surround. 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under the "All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16tl Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(as shown) 7d Sound insulation batts-typical @ all interior walls. 11b reinforced concrete pad on 6"'on traprock, 6a Custom built-in cabinets;see spec. 7e 6"diameter red copper half-round gutter c WORKNOTES 3d Beam pocket. 6b 5/4x composite fascia 7f 4'diameter red copper leader;tie into subsurface drainage 12a Manufactured casework. r• architects, I.[,c" DRAWINGS AND SPECIFICATIONS,AS 3e Concrete footing and cast-in-place concrete 6c Exposed Fir entry rafters w/clear finish 7g 16 oz.red copper flashing with drip edge INSTRUMENTS N PROFESSIONAL foundation wall. 6d Fir pergola,painted. 7h 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. �.� 80 Greenwich Avenue Greenwich, CT 06830 SERVICE, ARE AND SHALL REMAIN 1a Line Of COnStrUC110n above. THE PROPERTY OF THE ARCHITECT. lb Line of construction below. 3f Stepped footing. 6e 5/4 x composite trim-painted. 7i 16 oz.red copper step and counter-flashing. 15b Plumbing vent thru roof. 11� 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE 1c Change of strut height above. 3g Sonotube pier for trellis post 6f (2)4'x 8'x 3/4"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. A N Y O WHOLE OR IN PART,FOR www.kaehlerarchitects.com ANY OTHER PROJECTS OR 9 9 9 mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW 15d Exhaust fan vent cap. PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY 4a 6"(min.)thick stone veneer- equipment. 71 Cedar wall shingles @ 51/2"TTW:pre-stained. 15e Boller, AUTHORIZED BY CONTRACT, 2a Underground utility entry sleeves 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6"and 7'-0"AFF. 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank. WITHOUT THE BY WRITTEN verify location 4c Stone pier. 6h Adjustable shelves,in number indicated 7n OF 2b Topsoil and seed. 1 Ice&water shield-3'@ eaves&valleys.typ. 15g Air handler. 4d Thimble to flue for equipmentt. 6i Structural wood post-see structural plans. 7o 15h Condenser units. AUTHORIZATION 2c Perimeter foundation drain-tie into new drywells. 4e 2"thick bluestone wall cap/sltep. 6i T&G v-groove board in finish indicated. 15i HVAC duct. LAURAKAEHLERARCHITECTS,L.L.C.. 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 6-6"AFF w116"deep 8a Mirror(see interior elevations for sizes). 15j Return air grille. slab.-running bond pattern. 2e Stone paving set on stone dust. 4g Existing masonry fireplace-inspect/repair firebrick edgebanded birch plywood shelf above(or 2 8b 1l2"Low-iron frameless shower glass-see interiors 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted.) 151 Ceiling supply register. shown. 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill. 2g shownUnderlab groundwater/radon collection 4i 4"thick bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. f pipe system. 4j Provide fresh air inlet at existing fireplace 6n Knee Wall @ height indicated 9c Tile floor-see finish spec. 15o Gas,water,electrical services-verify locations,connection. Roof Pian A. 1 .4 4k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess. 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads w/painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 10 0 5 10 20 as noted I Print Date:4/21/14 6t Custom wood plank shutters with operable 9i Carpet over strip oak. 15u Sump pump/pit hardware 5 g 4 A2.3 A2.3 A2.3 A2.3 A2.3 A2.3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I ._. 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I ...--.n`_'_^° _......... 1111-^111'^1 - -- -_- _---_ - - - --- - -_----- .. .. _ -__ _---- -_ -__ .. 1111 _ 1111.. .. _.........._. - ---- --.. 1111-- 1111_ .... ...-. .. ---_ __-_ -1111..-. -- ..-.._.. 1111 1111 1111-__-- ---__- -- _._--_•-`„_>__.„----,_•-.._______,.,. _ ..-- 100'0" 1st FLOOR EXIST/SUBFLOOR / - - - - - .. - - I - - - - - - _ ,___�..__„_____a...._..___ _ (39.9') - .-- ...... - - - - - J - - - 99'-6" - - - - - - - - TO GARAGE SLAB @DOOR 9 - 1111_ _" - _m_ � __.,. __ I I I I I I I I „,. _ _ .,. „ 1 I I W I _�_ _ r r-- - - 3e�+ I I ' __-„_....,._..�- 1111 - ,� .__..._.N'--^--"1111 F-`-------- �----------------------------------------------- -------------T-'--- ------------ ------ 1------------------------- L----------------------------------------------------------------------------------------------------------�- I I ., i I I ______________________- __1111--__-__� __i -___ 1111_ _______._____________--------_________________________-____________________________________________________________________________________J 1 , I t I I I I -----I ---1-7 r------1 I u 7 1 �---- I I 3 Perspective from SW _'� WEST SIDE ELEVATION A2.1 A2.1 V-0 AFR? J $., ' 170 �QQ` . �0 t PERMIT SET - NOT FOR CONSTRUCTION GENERAL NOTE -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil,vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Safing insulation all around openings. 10a 16a Location of electrical,telephone,security panels. 7 Q shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural plans. 7b R-23 closed-cell spay insulation 10b 16b Electric meter. ! V 32 C I ay Point RO ad Residence may not be noted. 3b 5"thick concrete slab on 10 nnil.vapor 5c Custom finish-bronze-wrapped surround, 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under tile -All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(a:s shown) 7d Sound insulation batts-typical @ all interior walls. 11b reinforced concrete pad on 6"'on traprock. 6a Custom built-in cabinets;see spec. 7e 6"diameter red copper half-round gutter WORKNOTEs 3d Beam pocket. 6b 5/4x composite fascia 7f 4'diameter red copper leader;tie into subsurface drainage 12a Manufactured casework. r~' 3e Concrete footing and cast-in-1place concrete 6c Exposed Fir entry rafters w/clear finish 7g 16 oz.red copper flashing with drip edge. � LAURAarchitects, I.I.C. SERVICE, , AND sPECIHALL ONs, IN �' 1, INSTRUMENTS OF PROFESSIONAL foundation wall. 6d Fir pergola,painted. 7h 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. } SERVICE, ARE AND SHALL REMAIN 1a Line Of COnStNCfIOn above I"' THE PROPERTY Or THE ARCHITECT. 1b Line of construction below. 3f Stepped footing. 6e 5/4 x composite trim-painted. 7i 16 oz.red copper step and counter-flashing 15b Plumbing vent thru roof. jt:r 80 Greenwich Avenue Greenwich, CT 06830 �., ��'`' 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE 1c Change of ceiling height above. 3g Sonotube pier for trellis post 6f (2)4'x 8'x 3/4"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. USED,IN WHOLE OR IN PART,FOR mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW. 15d Exhaust fan vent cap. www.kaehlerarchitects.com ANY OTHER PROJECTS OR 4a 6" min. thick stone veneer- PARIES, OR O ANY OTHER 2a Underground utility entry sleeves (min.) equipment. 71 Cedar wall shingles @ 5112"TTW:pre-stained. 15e Boiler. PARTIES, THAN THOSE PROPERLY verify location 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6"and 7'-0"AFF. 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank. AUTHORIZED BY CONTRACT, 2b Topsoil and seed. 4c Stone pier. 6h Adjustable shelves,in number indicated. 7n Ice&water shield-3'@ eaves&valleys.typ. 15g Air handler. WITHOUT THE SPECIFIC WRITTEN 4d Thimble to flue for equipment:. 6i Structural wood post-see structural plans, 7o 15h Condenser units. LAURA KAEHLE of 2c Perimeter foundation drain-tie into new drywells. 4e 2"thick bluestone wall cap/sttep. 6j T&G v-groove board in finish indicated. 15i HVAC duct. LAURA KAEHLERARCHITEcrs,L.L.c.. 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 6-6"AFF w/16"deep 8a Mirror(see interior elevations for sizes). 15j Return air grille. slab.-running bond pattern. 4 Existing mason fireplace-inls ect/repair firebrick ed ebanded birch plywood shelf above or 2 8b 1/2"Low-iron frameless shower lass-see interiors 15k Combustion air vent. 2e Stone paving set on stone dust. g g ry p p p 9 p ( g 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted.) 151 Ceiling supply register. Iffl shown. 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill 2g Underslab groundwater/radon collection 4i 4"thick Bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height indicated 9c Tile floor-see finish spec. 15o Gas,water,electrical services-verify locations,connection. A2 . 1 pipe system. 4k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. Elevations 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess. 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads wl painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 10 0 5 10 20 6t Custom wood plank shutters with operable 9i Carpet over strip oak. 15u Sump pump/pit as noted Print Date:4/21/14 hardware 1 2 A2.3 A2.3 A2.3 A2.3 5- A2.3 II I :4n]- 12 n 12 I 12 I �1B { 16D 71 i— ♦ I f I { 7k f { I I _ 12 I 12 I 7k12 12. 16'✓ ❑16 7k .... _.. ... I ... 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LL--------- ------------ ---- --- ------ ----------------- m, I I I I I L——— L J i ........,...,........,, L ........_ „_-.,.amu.....®,.,�,,,...• ———— _, L_� LI-------- IL 3 Perspective from NW 2 EAST SIDE ELEVATION I A2.2 A2.2 �F of GENERAL NOTE PERMIT SET - NOT FOR CONSTRUCTION -Notes shall be considered typical for items identified and 3a 2"rat slab on 10 mil.vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Safing insulation all around openings 10a 16a Location of electrical,telephone,security panels. Y1+ shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural plans. 7b R-23 closed-cell spay insulation 10b 16b Electric meter. 7832C I e"1.�/ Point 1 L R O�� Residence may not be noted. 3b T thick concrete slab on 10 mil.vapor 5c Custom finish-bronze-wrapped surround. 7c R-38 closed-cell spay insulation-provide fire 16c Electric radiant mat under the -All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating 11a Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(as shown) 7d Sound insulation batts-typical @ all interior walls. 11b reinforced concrete pad on 6"on traprock. 6a Custom built-in cabinets;see spec 7e 6"diameter red copper half-round gutter WORKNOTES 3d Beam pocket. 6b 5/4x composite fascia 7f 4"diameter red copper leader;tie into subsurface drainage 12a Manufactured casework. `.; r.„ � I L� architects,I E C tS I.I.C. DRAWINGS AND SPECIFICATIONS,AS 3e Concrete footing and cast-in-place concrete 6c Exposed Fir entry rafters w/clear finish 7g 16 oz.red copper flashing with drip edge. 1.,,, , hi INSTRUMENTS OF PROFESSIONAL 1a Line of construction above foundation wall. 6d Fir pergola,painted. 7h 20 oz.red copper open valley flashing. 15a Freeze proof hose bibb. t SERVICE,ARE AND SHALL REMAIN 3f Stepped footing. 6e 5/4 x composite trim-painted. 7i 16 oz.red copper step and counter-flashing, 15b Plumbing vent thru roof. {j! 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. 1 b Line of construction below. 3f rr'" 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE 1c Change of ceiling height above. 3g Sonotube pier for trellis post 6f (2)4'x 8'x 3/4"painted plywood sheets to 7j 16 oz.red copper step flashing. 15c Appliance vent cap. .- USED,IN WHOLE OR IN PART,FOR `' www.kaehlerarchitects.com ANY OTHER PROJECTS OR mount electric panels and telephone 7k Cedar roof shakes @ 5"TTW. 15d Exhaust fan vent cap. PURPOSES, OR By ANY OTHER 4a 6"(min.)thick stone veneer- equipment. 71 Cedar wall shingles @ 5112"TTW:pre-stained. 15e Boiler. PARTIES, THAN THOSE PROPERLY 2a Underground utility entry sleeves 4b CMU ler-see structural 6 2 wood clothes poles 3'-6"and T-0"AFF. 7m Cedar clapboard siding w/bead edge 7"TTW-stained. 15f Hot water storage tank. AUTHORIZED ev CONTRACT, verify location p 9 ( ) p @ p 9 9@ 9 2b Topsoil and seed. 4c Stone pier. 6h Adjustable shelves,in number indicated. 7n Ice&water shield-3'@ eaves&valleys.typ. 15g Air handler. WITHOUT THE SPECIFIC WRITTEN 2c Perimeter foundation drain-tie into new drywells. 4d Thimble to flue for equipment. 6i Structural wood post-see structural plans. 7o 15h Condenser units. AUTHORIZATION OF 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4e 2"thick bluestone wall cap/step. 6j T&G v-groove board in finish indicated. 15i HVAC duct. LAURA KAEHLER ARCHITECTS,L.L.C.. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 5'-6"AFF w/16"deep 8a Mirror(see interior elevations for sizes). 15 Return air grille. slab,-running bond pattern. 4g Existing masonry fireplace-inspecV'repair firebrick edgebanded birch plywood shelf above(or 2 8b 1/2"Low-iron frameless shower glass-see interiors 15k Combustion air vent. 2e Stone paving set on stone dust 2f Bluestone tread material-2"thick,sizes as as required. shelves if noted.) 151 Ceiling supply register. shown. 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 9a T&G wood flooring-see finish schedule. 15m Gas valve for grill. 2g Underslab groundwater/radon collection 4i 4"thick bluestone sub-sill. 6m Access Panel 9b Stone hearth 15n Pop-up kitchen exhaust.Provide make-up air. pipe system. 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height indicated 9C Tile floor-see finish spec. 15o Gas,water,electrical services-verify locations,connection. p { n A2 .24k New CMU on existing footing 6o Wood slats for foliage-painted 9d Metal studs adjacent to chimney masonry. 15p Gas(Propane)log lighter. EIeVa lIO1 IS 41 4"x 4"granite block set in concrete. 6p 2 x 4 wood stud wall construction 9e Soap recess. 15q Floor drain. 4m 6"stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9f Stone saddle. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads wl painted risers 9g Window shade pocket. 15s Propane storage tank. 6s 2x4 wood stud shear wall-see structural 9h 3cm stone counter 15t Mechanical flue. 10 0 5 10 20 6t Custom wood plank shutters with operable 9i Carpet over strip oak, 15U Sump pump/pit as noted Print Date:4/21/14 hardware 1 A3.1 1 12 — ----------------------\ 12 35/8+/- 12 I 1 I I I I I I I I 2 B.O.COLLAR TIE 113'-10 3/4"(vif) PLAY ROOM EXISTING ATTIC , 201 — 2nd FLOOR SUBFLOOR 109'-0" PLATE HEIGHT 108'-1 3/4" LE H STAIR I I I 107 , ' I I GREAT ROOM � ENTRYi HALL I � ENTRY I 102 I 101 100 I I •HALL CLOSET BATH I I I I , I 108 110 111 ter. I I _I:t FLOOR EXIST/SUBFLOOR 100' o" i i , — - I — - — — — — — — — — 1 st FLOOR EXIST/SUBFLOOR 100'-0" (39.83') I I I EXISTING CRAWL SPACE I I i i EXISTING CRAWL SPACE -- i "-----------------------/ 1 EBS East Win 2 1st floor plan Scheme 2 A2.3 A2.3 x -1 J_ Aj— � A31 I I _111EI [11111 ❑ i%/ AID :111E 1E IDE ]EL j I ATTIC /❑ ATTIC I — - — 2nd FLOOR SUBFLOOR 109' 0" / _ I 2nd FLOOR SUBFIL L 109'-0" - - Y7 - PLATE HEIGHT 108'-1 3/4" --� I - — -� - —PLATE HEIGHT, 108'-1 3/4" LATE HEIGHT _� --? - I � I, L I I ? -I I I I -- - - I � - � ❑ ji IL ILL_7 ILLIT I - I ` LAUNDRY __ MUDR HILL H Bedroom 116 115 COATS Bedroom 11 4 ..-.....-.-.- 1 123 118 ❑ 121 ] L - 1 11 11 111 I II I I I ; — - — - — - - — - — - — - - — - — - — - — - - - - - - — - - - �'r - — _ — - — - — - — - — - — - — - — - — - - - - - - — - — —1 St FLOOR EXIST/SUBFLOOR ,L 100'-0" I 1 st FLOOR EXIST/SUBFLOOR 100'-0" I I _�- (39.83') I Ii I I I (39.83') I I I I CRAWLSPACE I � �, CRAWLSPACE I I I I - I T.O. SLAB 96'-4" BASEMENT/MECH L 1 L L 3 BS West Wing -1 1A2.3 - - - - - -- - - T.O_SLAB ,L92'-33/4" L �� L I L- — - — - — - — - — - — - — - — - - — - — - B.O_FTG I�0'-4 3/4" 4 BS West Wing Master Bedrm A2.3 I \\ 3 12 / -- 31/2 i \ �\❑.. I I B.O.CEILING JOISTS 117-1 1/2 JUL _1 I ' I I TE ]FIEJF I IF I ; ❑ \ LIVING ROOM BEDROOM \ \I 203 204 N\ - '4~d AR C t I _ _ _ _2n_d FLOOR SUBFLOOR 109-0 t J 5� .� — - — - —I - — - — - �---� - — - — - — - — - — - — - — -- - - — - —PLATE HEIGHT 108'-1 3/4" � \ � �"� --J c co I 17-02 �0 —1 L WORKS 126 I J GARAGE 127 I s-- ILL 111, ❑ I I I., OF NI I s--JI PERMIT SET - NOT FOR CONSTRUCTION LLL 7832 Clay Point Road Residence EXIST/SUBFLOOR - - - - —— - — - - — - — - — - — - — - — - —- — - — - — - — - — - T.O GARAGE SLAB @DOOR ,�-99'-4" Fishers Island, New York 06390 architectsI.I.C. DRAWINGS AND SPECIFICATIONS,AS 1:'� ••2 / INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich, CT 06830 :. � I I ; ,•iI.I THE PROPERTY OF THE ARCHITECT. 203 629 0717 Fa 203.629.4646 Tel Fax THESE DOCUMENTS ARE NOT TO BE ___ ______ _ _________ ____ _ ____ 'IIx:. ,;�:•' USED,IN WHOLE OR IN PART,FOR r_L T L I I '""""� www.kaehlerarchitects.com ANY OTHER PROJECTS OR I PURPOSES, OR BY ANY OTHER ----------1---------- ------------ -------- ------ ------- �L------ r-/ J PARTIES, THAN THOSE PROPERLY � r AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF � ��--1I -------- // J J LAURA KAEHLER ARCHITECTS,L.L.C.. I I I I I I I I I I I 1 I I (__5BS Garage NS Section 6 BS Garage Stair Section Budding Sections A2 .3 A2.3 A2.3 10 0 5 10 20 as noted Print Date:4/21/14 JL IL77 I L 111- —LE U'I ❑I. 111L ❑ 109'-0" j, 2nd FLOOR SUBFLOOR 108'-1 3/4" PLATE HEIGHT G STAIR 107 ISI u KIT EN UDR HALLENT HALL HALL BEDROOM 1 - � I 114 %:': 113 115 106 100'-0" 1st FLOOR EXIST/SUBFLOOR NEW CRAWL SPA,-E EXISTING CRAWL SPACE 96'4" T.O.SLAB NEW MECHANICAL 92'-3 3/4" T.O.SLAB 90'-4 3/4" B.O. FTG ri LONGITUDINAL SECTION A2.4 -,:,. , / --- ` A R TE -1 :111E0 I IE �LLLI E] I Ll LLE❑ ❑ / [ID111 1] -ILL EED LILIF / I HIL i I , r ' r i i Yr r i ❑ ❑ ❑ ❑ ❑ i ALL DI ING BEDROOM H M GREA OOM U Y � I r:;' ,;y,' :,y ,' ��. CLOSET I BEDROOM A� I ' ❑ : 21 120 -- 110 112 I " X v_. . L----------- X;, 2 LONGITUDINAL SECTION @ GREAT ROOM A2.4 i B.O. CEILING JOISTS - 117'-11/2" D ARC e. K4 qtr J d a PLATE HEIGHT _107'-10 1/2" 170x� �QQ' MU DRO OF N I - II PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island,I a d New York 06390 AURA KAEHR architects I.I.C. DRAWINGS ANO SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE.ARE AND SHALL REMAIN _ 1st FLOOR EXIST/SUBFLOOR 100'-0" ti^ I ' 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. 'i /i'i THESE DOCUMENTS ARE NOT TO BE (39.83)i 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN PART,FOR www.kaehierarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF LAURA KAEHLER ARCHITECTS,L.L.C.. — - — — T.OSLAB 92' 33/4" Building Sections A2 .4 3 E/W CTION AT GARAGE - - - -B.o. FTG—1, r 90'-4 3/4 as noted Print Date:4/21/14 A2.4 ROOF CONSTRUCTION: • RED CEDAR ROOF SHINGLES,5 1/2"TTW •CEDAR BREATHER DRAINAGE LAYER •30#ROOFING FELT •ICE&WATER SHIELD @ EAVES,VALLEYS J •3/4"CDX PLYWOOD ROOF SHEATHING • RAFTERS PER STRUCTURAL •CLOSED CELL SPRAY FOAM INSULATION: R-38 12 ROOF CONSTRUCTION: 12 ` •RED CEDAR ROOF SHINGLES,5 1/2"TTW •CEDAR BREATHER DRAINAGE LAYER ",:,\ •30#ROOFING FELT _, • ICE&WATER SHIELD @ EAVES,VALLEYS DAZ1 EXISTING ROOF SHEATHING INSPECT& REPAIR • EXISTING RAFTERS REINFORCE PER STRUCTURAL w W / CLOSED CELL SPRAY FOAM INSULATION. R-38 \� Z 12 T.O. E @ HIP/GABLE I I / \ , a 12 PLAT 116' PLAT - - - - - - - -I— - /; `: 11 X 6 T&G V-GROOVE BOARD 16 oz.COPPER FLASHING WITH DRIP EDGE I I BACKPRIMED&PAINTED R.O. @WINDOW HEAD I I ON 2 X 8 CEILING JOISTS @ 16"O.C. 116'-2,- - - - - - - - - - - - - - - - - - -I— i HEADER PER STRUCTURAL . \' .....'. .: .. '.'..'. .......'.... .. .. .. z \ 5/4 X FIR FASCIA SEALED AND STAINED ROOF CONSTRUCTION: 12 •RED CEDAR ROOF SHINGLES, 5 1/2"TTW DRAINAGE LAYER 3 CED&WATER ER SHIELD \ GREAT ROOM , .:,. 1 1/2" �'l 1/2" 2' 12 ' CEILING CONSTRUCTION: `` � •3/4 CDX PLYWOOD ROOF SHEATHING '\ SEALED&STAINEOVE BOARD CEILING D ATTACHED FROM EXISTING CEILING JOISTS \ / SOUND BATT INSULATION \ ABOVE W/SS FASTENERS TO RAFTERS 1 X 6 T&G V GROOVE BOARD •(2)2 X 6 CLEAR FIR RAFTERS W/1 X 6 \ ' i BACKPRIMED& PAINTED I OR 3/4"STEEL INSET CEILING CONSTRUCTION: 3/4"ST E X/A4 X \ I EEL GUSSET W/TABS COPPER PAN FLASHING-TYPICAL 1 FOR TENSION ROD FORKS SE ' AT ALL WINDOWS AND DOORS J 3/4"PLYWOOD SUBFLOOR I \ ( EXISTING CEILING JOISTS 1/2"DIA STAINLESS STEEL TENSION 2ND FLR EXTERIOR SHINGLE WALL CONSTRUCTION SOUND BATT INSULATION ROD ASSEMBLY 5/8"GYP BD LEVEL 5 FINISH •RED CEDAR SHINGLES-R&R,5"TTW,STAINED \ ' 'HOME SLICKER DRAINAGE MAT - I ' ,a\ (2)2 X 1FIR INSET IR W/1 X 10 •HOUSEWRAP- RATED FOR SHINGLES �- SEALED&STAINED • 1/2"EXTERIOR PLYWOOD , •2 X 4 STUDS @ 16"O.C.-CONTINUOUS AT GABLE SEE STRUCTURAL •CLOSED-CELL SPARAY FOAM INSULATION R-21 •5/8"GYP BD — - — - — - _EX_ISTING_PLATE_HEIGHT VIF , a77 109'4 318" GALVANIZED STEEL'T' 6 y / 2nd FLOOR SUBFLOOR / Aa.1 BOLT TO TOP PLATE OF / 109' 0" - - - — \ � - - - — - — - — - — - — - / \ GALVANIZED STEEL COLUMN BEAM PER STRUCTURAL _ I 6" 1' VERIFY LOCATION PER EXISTING FRAMINGr ®� R.O. @ DOOR HEAD PLATE HEIGHT I — - — - — - — - — - — - - - - a 108-1 3/4-" - - - — - — - —i - - 12 I ® 108'-2 1/2" rn 12 I -- --- 16 oz.COPPER FLASHING WITH DRIP EDGE - T rll F w III I n / t,' I k,I ...I I I - •- 16 oz.COPPER FLASHING WITH DRIP ED16E I 5/4 X FIR FASCIA n 1 106'-10 3/8" R.O. @ WINDOW HEAD I I II SEALED AND STAINED - - - - - — - — - — - — - - 1'-4 3/4" 6" HALF-ROUND COPPER GUTTER STONE VENEER AROUND - &4"DIA COPPER DOWNSPOUT - // f GALVANIZED STEEL COLUMN PER STRUCTURAL I 1 X 6 T&G V-GROOVE BOARD SOFFIT BACKPRIMED& PAINTED ON 2 X BRACING STAIR I 109 I I i I I I I I - I I I I I I I j I I i I I I I I I I I I I I I I I } I I i I i I i I 1 I ,b I li I I I I I I I I I I I I 1 ST FLR EXTERIOR CLAPBOARD WALL CONSTRUCTION 1-4"I.. •RED CEDAR CLAPBOARD W/BEADED EDGE,7"TTW,STAINED) ' I ( -'HOME SLICKER'DRAINAGE MAT •WEATHER RESISTANT HOUSEWRAP < .. • 1/2"CDX EXTERIOR PLYWOOD •2 X 4 STUDS @ 16"O.C.-EXISTING/NEW • 5/8"GYP BD CLOSED-CELL SPARAY FOAM INSULATION R-21 • r - ya I - - - - s— - — F )100'-0" 1st FLOOR EXIST SUBFLOOR 1t FLOOR EXIST/SUBFLOOR - - - - - - - - — - — - - 100-0" (39.83' (39.83') I _.. EXISTING FLOOR FRAMING VERIFY GRADE-STONE VENEER CN INSPECT&REPLACE!BRACE AS REQUIRED AND -- I_; == v TO EXTEND MINIMUM OF 2"BELOW AS INDICATED ON STRUCTURAL DRAWINGS • .. --..._.. APPLY CLOSED CELL SPRAY FOAM 4 AT RIM JOIST-TYP. I I I ii' I I II II I EXISTING EXISTING FOUNDATION WALL EXCAVATE& INSPECT-REPAIR AS REQUIRED 4 CRAWL APPLY NEW WATERPROOF MEMBRANE& SPACE 2 INSULATION/DRAINAGE SEE STRUCTURAL NOTES FOR ATTACHMENT TO NEW FOUNDATION WALLS `q I I M I I I I { NEW FOOTING/SUBSURFACE DRAINAGE- COORDINATE WITH NEW DRAINAGE DESIGN _ I : L -I 2._4.. L ri__� WALL SECTION @EAST STAIR WALL SECTION 2 WALL SECTION @ ENTRY A3.1 A3.1 A3.1 I I I I ENTRY HALL 101 IC1' RC F F-1 P. ti ------------------------------ 170- - - - ! -!� OF t4 ' - - - - - - - - - - - - - - - I ! I PERMIT SET - NOT FOR CONSTRUCTION I I I ! I ! 7832 Clay Point Road Residence I I Fishers Island, New York 06390 I ! I 6 DRAWINGS AND SPECIFICATIONS,AS ! ! URS KAEHL architects I.I.c. INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT, 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE I ! _ -•' USED,IN WHOLE OR IN PART,FOR www.kaehierarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER I ! ! PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, 7,7 WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF / I I LAURA KAEH ER ARCHITECTS,L.L.C.. 4 PLAN DETAIL AT ENTRY Wall Sections A3. 1 A3.1 as noted Print Date:4/21/14 12 LOW-SLOPE ROOF CONSTRUCTION: •RED CEDAR ROOF SHINGLES,5 1/2"TTW 12 CEDAR&WATER SHIE DR CONTINUOUS •3/4"CDX PLYWOOD ROOF SHEATHING •RAFTERS PER STRUCTURAL •CLOSED CELL SPRAY FOAM INSULATION: R-38 12 31/2 CEILING JOISTS r - - - - - - - - - - - - - - 117 17" n � I I R.O. @WINDOW HEAD R.O. @ WINDOW HEAD 116-2— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11� 6-2" i,- I I 1 I I I ; ; I I ; I I ; I 1 I 1 I I ; I I I ; I I ; I I N I ; I I ROOF CONSTRUCTION: , •RED CEDAR ROOF SHINGLES,5 1/2"TTW I •CEDAR BREATHER DRAINAGE LAYER ' I •30#ROOFING FELT \ " •ICE&WATER SHIELD @ EAVES ,VALLEYS •3/4"CDX PLYWOOD ROOF SHEATHING : •RAFTERS PER STRUCTURAL •CLOSED CELL SPRAY FOAM INSULATION: R-38 NtzVV ECOND F OOR CONSTRUCTION AT GARAGE FINISHED FLOOR-SEE SCHEDULE 12 \ •3/4"T&G PLYWOOD SUBFLOOR-GLUE& NAILED , •9 1/2"TJI FLOO13 JOISTS PER STRUCTURAL* R-38 BATT INSULATION 12 •2'%RIGID INSULATION WITH TAPED SEAMS ..,_. _,__ • 5/8"TYPE X GY BD _ 2nd FLOOR SUBFLOOR — _ — _ _ — _ — _ _ — _ — _ — _ — — — — _ —OR FLOOR_ _ _ — _ — _ — — _ — _ — _ - - — - — - — - — - — - — — - — 109rp1r- 1091-01, r-.. a. ,n..: 109-0 1 2nd FLOOR SUBFLOOR 2n SUBFLOOR I II _ I 12 ATHE J I 5�i 1 ' 1 8 1E3/4"IGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PLATE HEIGHT 3H4_ B.T374'(— OISTS — - — - — - — - — — — — — — _ _ 108-1 108-1 374 /i 16 oz.COPPER FLASHING WITH DRIP EDGE X _ _ —T.O. PLATE HEIGHT — — _ — — — _ — R.O. @WINDOW HEAD 1'-4314" F 106' 10 3/8" DROPPED BEAM PER STRUCTURAL 6"HALF-ROUND COPPER GUTTER &4"DIA COPPER DOWNSPOUT — I 1 I 5/4 X 6'AZEKFASCIA- PAINTED I ' I 1 X 6 T&G V-GROOVE BOARD SOFFIT 1 BACKPRIMED&PAINTED ON 2 X BRACING I I I 1 I I I ' I _ I I I 1 N I _ I � I � I I I I I 1 I I I 1 ST FLR EXTERIOR CLAPBOARD WALL CONSTRUCTION •RED CEDAR CLAPBOARD W/BEADED EDGE, 7"TTW,STAINED NEW FIRST FLOOR CONSTRUCTION -'HOME SLICKER'DRAINAGE MAT •WEATHER RESISTANT HOUSEWRAP • FINISHED FLOOR SEE SCHEDULE • 1/2"CDX EXTERIOR PLYWOOD •3/4"T&G PLYWOOD SUBFLOOR-GLUE&NAILED •2 X 4 STUDS @ 16"O.C.-EXISTING/NEW •9 1/2"TJI FLOOR JOISTS PER STRUCTURAL* •CLOSED-CELL SPARAY FOAM INSULATION R-21 •5/8"GYP BD *VERIFY ALIGNMENT OF GARAGE SLAB CONSTRUCTION: SUBFLOOR W/EXISTING CONCRETE REBAR PER STRUCTURAL ADJUST SHELF AS REQUIRED 10 MIL VAPOR BARRIER 6"CRUSHED STONE 1st FLOOR_SUBFL_OOR _ _ — _ _ — _ >_ — - - - _ _ _ EXIST/SUBFLOOR1 U DIISTURBED OR COMPACTED FILL 1st FLOOR _ 100' 0" (39.83') TO GARAGE SLAB @TERRACE DOOR 16 OZ COPPER TERMITE SHIELD 99 8 O. T.O.STEM - - - T'99 8 1E4 -- - — -— - — - — - — - — - — - II . . 99'-8 1/4' I 1. TO.SHELF _ / \° 1t1 I I — — — — TO.SHELF 99'-0 1/4" TO SHELF AT TERRACE ® a 2 X 6 P.T.PLATE ON SILL SEAL \• l� / 98'-6" 411 . 611 411 \\: — ANCHOR BOLT PER STRUCTURAL NEW FOUNDATION WALL CONSTRUCTION CRAWL SPACE FLOOR CONSTRUCTION: •2" INSULATION/DRAINAGE BOARD 2"CONCRETE RAT SLAB 1 •WATERPROOF MEMBRANE 10 MIL VAPOR BARRIER •CAST-IN-PLACE CONCRETE 6"CRUSHED STONE •REBAR PER STRUCTURAL j UNDISTURBED OR COMPACTED FILL I T.O.SLAB N — — — — — _ I T.O.SLAB 96' 4° - — — — — — — — � > — — — 96'-4" f B.O. FOOTING NEW FOOTING/SUBSURFACE(DRAINAGE , ,. ., . _ 3'-6"BELOW GRADE MIN C7- moo 0 `1 2 - L 1 TYPICAL WALL SECTION @ WEST ADDITION 2 WALL SECTION @ BEDROOM BAY 3 WALL SECTION @ GARAGE A3.2A3.2 A3.2 �� Cyt �. 'R J 170 SOF N PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 A K E�.I architects, I•I•C• DRAWINGS AND SPECIFICATIONS,AS !'�'• INSTRUMENTS OF PROFESSIONAL SERVICE, ARE AND SHALL REMAIN +IF' 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR www.kaehlerarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN lul AUTHORIZATION OF LAURA KAEHLER ARCHITECTS,LLC.. Wall Sections A3.2 as noted Print Date:4/21/14 SLOPED CEILING CONSTRUCTION: „. .., • EXISTING SLOPED FRAMING- REINFORCE AT TIE ROD LOCATIONS • 1 X 6 7&G V-GROOVE BOARD CEILING BACKPRIMED&PAINTED (2)2 X 6 CLEAR POPLAR W/1 X ROOF CONSTRUCTION: CLEAR WD INSET-PTD \ •RED CEDAR ROOF SHINGLES, 5 1/2"TTW•CEDAR BREATHER DRAINAGE LAYER 1/2"DIA STAINLESS STEEL TENSION \ ` . •30#ROOFING FELT ROD ASSEMBLY-W/DARK BRONZE PATINA • ICE&WATER SHIELD @ EAVES,VALLEYS 3/4"STEEL GUSSET Wit TABS ` •EXISTING SHEATHING- REPLACE AS REQ'D _... : ._ . •EXISTING RAFTERS- MODIFY PER STRUCTURAL FOR TENSION ROD FORKS-SEE X/A4.X •CLOSED CELL SPRAY FOAM INSULATION: R-38 X\ \ - T.O. FASCIA 10. FASCIA 109'-6" a 16 oz.COPPER FLASHING WITH DRIP EDGE V-107/8" 6"HALF-ROUND COPPER GUTTER v &4"DIA COPPER DOWNSPOUT R.O. @ DOOR HEAD CO _ _ R.O. @ WINDOW HEAD 108'-21/4" - - - - - - - - - - 1/2" 63/8" _ - - - 5/4 X 6'AZEK'FASCIA- PAINTED - - - 108'-2 1/4" 1 X 6 T&G V-GROOVE BOARD SOFFIT BACKPRIMED& PAINTED ON 2 X BRACING STEEL LINTEL PER STRUCTURAL !i i. Lu r O LL c7 W z ' I J_ Lu l ' CJ u 2 ' 4" BLUESTONE SILL W/ROCK FACE -...- COPPER PAN FLASHING-TYP AT ALL WINDOWS ID STONE VENEER WALL CONSTRUCTION •6"STONE VENEER W/S.S. MASONRY TIES AT STUDS • 1"AIR SPACE W/MESH DRAINAGE MAT •MEMBRANE WATERPROOFING TO BOTTOM OF SILL - &30#BUILDING FELT ABOVE LAPPED OVER • 1/2"CDX EXTERIOR PLYWOOD •2 X 4 STUDS @ 16"O.C.-EXISTING/NEW - •CLOSED-CELL SPRAY FOAM INSULATION R-21 •5/8"GYP BD 1st FLOOR SUBFLOOR1st FLOOR SUBFLOOR 100'-0" (39.83') v - - - - - — - — - — - - - (39.83') 100' 0.. EXISTING FLOOR FRAMING- INSPECT&REPLACE/BRACE AS REQUIRED AND AS INDICATED ON STRUCTURAL DRAWINGS --- - - -------'`--- - APPLY CLOSED CELL SPRAY FOAM --- VERIFY GRADE ELEVATION AT RIM JOIST-TYP. ~ — - — - T.O.SHELF EXISTING FOUNDATION WALL ;'' `�� EXISTING FOUNDATION WALL 98'-6"V.I.F. .� EXCAVATE& INSPECT-REPAIR AS REQUIRED EXISTING EXCAVATE& INSPECT REPAIR AS REQUIRED CRAWL !\�\'., SPACE y; NEW CONCRETE SHELF FOR STONE VENEER, NEW CONCRETE SHELF FOR STONE VENEER, �\ APPLY NEW WATERPROOF MEMBRANE& APPLY NEW WATERPROOF MEMBRANE& 2" INSULATION/DRAINAGE 2"INSULATION/DRAINAGE SEE STRUCTURAL NOTES FOR ATTACHMENT SEE STRUCTURAL NOTES FOR ATTACHMENT TO NEW FOUNDATION WALLS TO NEW FOUNDATION WALLS 71/2" 6' NEW FOOTING/SUBSURFACE DRAINAGE NEW FOOTING/SUBSURFACE DRAINAGE COORDINATE WITH NEW DRAINAGE DESIGN _ COORDINATE WITH NEW DRAINAGE DESIGN UU\ LZ �0 1 TERRACE WALL SECTION 2 WALL SECTION @ LIVING RM/ TERRACE 4 WALL SECTION ENTRY FOYER A3.3 A3.3 A3.3 AFIC. J it 17025 „�C3 r aF N PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 LAURA KAEH.La.6`^3, architects I.I.c, DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL ;§ `I'•j SERVICE, ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. {� 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE ;r,; ww,..• :' USED,IN WHOLE OR IN PART,FOR www.kaehlerarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF LAURA KAEHLER ARCHITECTS,L.L.C.. Wall Sections A3.3 as noted Print Date:4/21/14 EXTERIOR DOOR SCHEDULE WINDOW SCHEDULE LEAF SIZE FRAME SIZE FRAME DOOR# W HT THK MATL TYPE W x H DEPTH MATL HEAD JAMB SILL OPERATION MANUFACTURER REMARKS MARK WIDTH HEIGHT DEPTH MAT/ FINISH TYPE OPERATION HARDWARE SCREEN NOTES D101 3'-4" 8' 0'-2 1/4" MAHOG/ A 8'x8'-2" 4 9/16" MAHOG/ INSWING HENSELSTONE W/SIDELITES _STAINED STAINED W101 6' 5' 3.63" Clad/Ptd A Tilt/Turn D102 3' 6'-8" 0'-2 1/4" MAHOGI D 3'-41.x6'-10" 4 9/16" MAHOG/ INSWING DUTCH DOOR STAINED STAINED W102 6' 5' 3.63" Clad/Ptd A Tilt/Turn SILL 2"LOWER AT GARAGE/ D103 6' 6-10" 0'-2 1/4" WDI CLAD C 6'-4"x7' 4 9/16" WD/CLAD INSWING TERRACE. HEAD HEIGHT TO ALIGN W103 3' 3' 3.50" Clad/Ptd B Tilt/Turn W/DOOR#104 - - -- ---- -- - W104 3' 3' 3.50" Clad/Ptd B Tilt/Turn D104 3' 6'-8" 0'-2 1/4" WD/CLAD B 3'-4"x6'-10" 4 9/16" WD/CLAD INSWING " W105 3' 3' 3.50" Clad/Ptd B Tilt/Turn D105 5'-8" 8' 0'-2 1/4" WD/CLAD E 12'x8'-2" 4 9116" WD/CLAD OUTSWING WI SIDELITES - - W106 3' 3' 3.50" Clad/Ptd B TV Turn D106 5'-8" 8' 0'-2 1/4" WDI CLAD F 6'x8'-2" 4 9/16" WDI CLAD OUTSWING -- W107 3' 3' 3.50" Clad/Ptd B Tilt/Turn D107 5'-8" 8' 0'-2 1/4" WDI CLAD F 6'x8'-2" 4 9/16" WD/CLAD FIXED " W108 3' 3' 3.50" Clad/Ptd B Tilt/Turn D108 5'-8" 8' 0'-2 1/4" WD/CLAD F 6'x8'-2" 4 9/16" WD/CLAD OUTSWING ---- - MAHOG/ W109 3' 3' 3.50" Clad/Ptd B Tilt/Turn D109 9 T 0'-2 114" STAINED G --- WD/PTD TBD OVERHEAD GARAGE DOOR - �- W110 3' 3' 3.50" Clad/Ptd B Ti It/Turn D110 9' 7' 0'-2 1/4" MAHOG/ G --- WD/PTD TBD OVERHEAD GARAGE DOOR - STAINED - _ W111 3' 3' 3.50" Clad/Ptd B Tilt/Turn W112 3' 3' 3.50" Clad/Ptd B Tilt/Turn W113 2'-2" 3' 3.50" Clad/Ptd B Tilt/Turn W114 3' 3' 3.50" Clad/Ptd B Tilt/Turn EXTERIOR DOOR NOTES W115 3' 5'-3 318" 3.50" Clad/Ptd B Tilt/Turn HENSELSTONE Aluminum clad wood doors;painted aluminum clad finish--TBD W116 3' 5-3 3/8" 3.50" Clad/Ptd B Tilt/Turn Doors shall be finished at interior per schedule unless noted otherwise. W117 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn Coordinate fastening requirements with manufacturer on all units. W118 5'-3" 5'-3 3/8" 3.50" Clad/Ptd B Fixed Glass type shall be 3/4"Insulating glass LoE 366 Lami,Argon.Provide 1 1/8"wide simulated divided lite muntins as shown in W119 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn window types, putty glaze sticking profile,with bronze shadow bars.Glass to be rated for coastal wind velocity zone. - W120 3' 3' 3.50" Clad/Ptd B Tilt/Turn Where scheduled for screens,provide charcoal high-transparency fiberglass screen mesh in matching color frames. - - W121 6' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn Hardware(crank,lock,etc.)at operable units shall be stainless steel-provide samples for approval. - W122 9' 6-3 3/8" 3.50" Clad/Ptd B Tilt/Turn Contractor to verify all unit sizes in the field. W123 3' 3' 3.50" Clad/Ptd B Tilt/Turn Provide shop drawing submittal for Architect review prior to order release. W124 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn W125 5'-3" 5'-3 318" 3.50" Clad/Ptd B Fixed EXTERIOR DOOR TYPES W126 3' S'-33/8" 3.50" Clad/Ptd B TiIt/Turn W127 3' 6-3 3/8" 3.50" Clad/Ptd B Tilt/Turn I STI W128 3' 5'-3 318" 3.50" Clad/Ptd B Tilt!Turn Fi - I I W129 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn / \ ��❑ ��❑� W130 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn B ❑❑❑ ❑❑E j \ W131 6' S'-3 3/8" 3.50" Clad/Ptd B Fixed TEEW132 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn W201 3' 5-3 3/8" 3.50" Clad/Ptd B Tilt/Turn 1 \ / W202 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn I I \ / Ll I W203 6' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn \ - - - -- W204 3' 3' 3.50" Clad/Ptd B Tilt/Turn A B C D E F G W205 3' 3' 3.50" Clad/Ptd B Tilt/Turn W206 2'-2" 5'-3 318" 3.50" Clad/Ptd B Fixed W207 3' 6-3 318" 3.50" Clad/Ptd B Tilt/Turn W208 6' 6-3 3/8" 3.50" Clad/Ptd B Tilt/Turn W209 3' 5'-3 3/8" 3.50" Clad/Ptd B Ti It/Turn W210 2'-2" 5'-3 3/8" 3.50" Clad/Ptd B Fixed W211 6' 6-3 318" 3.50" Clad/Ptd B Tilt/Turn W212 6' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn W213 6' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn W214 9' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn INTERIOR DOOR SCHEDULE W215 6' 5'-3 318" 3.50" Clad/Ptd B Tilt/Turn DOOR FRAME W216 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn MANUFACTURE W217 3' 5'-3 3/8" 3.50" Clad/Ptd B Tilt/Turn DOOR# LEAF SIZE MATL TYPE THK DEPTH MATL DETAIL OPERATION R REMARKS W HT THK HEAD JAMB SILL w218 s' S'-33/8° 3.50° Clad/Ptd B Tilt/Turn D112 2'-10" 6'-8" 0' - 4.75" WD/PTD N/A CASED OPENING D113 2'-10" 6'-8" 0'-13/4" WD/PTD 6.75" POCKET D114 2'-10" 6-8" 0'-1 3/4" WD/PTD 4.75" SWINGING WEATHERSTRIPPING D115 3' 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGING FIRE RATED, SELF-CLOSING,WEATHERSTRIPPING EXTERIOR WINDOW NOTES: D116 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGING HENSELSTONE Aluminum clad wood Tilt/Turn windows; painted aluminum clad finish--color TBD. D117 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGING Coordinate fastening requirements with manufacturer on all units. D118 3' 6'-8" 0'-1 3/4" WD/PTD 6.75" POCKET Glass type shall be 3/4"Insulating glass LoE 366 Lami,Argon. Provide 1 1/8"wide simulated divided lite muntins as shown in window types, putty glaze sticking profile,with bronze shadow bars.Glass to be rated for coastal wind velocity D119 2'-2" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGING zone. D120 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" POCKET Where scheduled for screens, provide charcoal high-transparency fiberglass screen mesh in matching color frames. D121 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG Provide continuous sill under multiple units where shown or scheduled. D122 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG Provide tempered glass at interior in hazard locations per Building Code and as noted. D123 2'-10" 6'-8" 0'-1 3/4" WDI PTD 4.75" SWINGNG Windows shall be primed white interior unless otherwise noted. D124 5' 6'-8" 0'-1 314" WD/PTD 4.75" DBL SWINGNG Hardware(crank,lock,etc.)at operable units shall be stainless steel-provide samples for approval. D125 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG Contractor to verify all unit sizes in the field. D126 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG Provide shop drawing submittal for Architect review prior to order release. D127 3'-8" T-11" 0'-1 3/4" WD/PTD 4.75" POCKET Window heads shall align with door heads,typical. .l D128 2'-4" 61-8" 0'-1 3/4" WD/PTD 4.75" i SWINGNG D129 2'-4" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG WINDOW TYPES D130 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D131 2'-10" 6'-8" 0'-13/4" WD/PTD 4.75" SWINGNG D132 5' 6'-8" 0'-1 314" WD/PTD 4.75" DBL SWINGNG D133 2'-6" G'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D134 1 2'-8 1/2" 6-8" 0'-1 3/4" WD/PTD 4.75" POCKET D135 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" POCKET - D136 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNGLl�I I f (' - - � ---� - --- ! ;' ILIL � _ III - - 1 D137 2'-6' 6'-8" 0'-1 3/4" WD/PTD 14.75" SWINGNG J� D138 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG �- �� I EL �� F__ [ 1 A B C �i III D139 4' 6-8" 0'-1 3/4" WD/PTD 14.75" ' DBL SWINGNG _ L II �' I I 1-__ Ll� D201 2'-6" 6'-8" 0'-1 3/4" WD/PTD 4.75" j SWINGNG D E F G H D202 2' 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D203 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D204 2'4" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D205 2'-10" 6'-8" 0'-1 3/4" WD/PTD 4.75" SWINGNG D206 2'-2" 6'-8" 0'-1 3/4" WDI PTD 4.75" SWINGNG � P�DRy/ J 1702' FOF N INTERIOR DOOR NOTES: INTERIOR DOOR TYPES PERMIT SET - NOT FOR CONSTRUCTION All interior doors shall be 1-panel,solid core,painted on all sides. Paint inside of lock/strike bore hole. 7832 Clay Point Road Residence Hardware shall be installed in the field;do not pre-bore any door. ------------- Finish;TBD-provide samples when specified for approval. FlSherS Island, New York 06390 Hinges shall be square edge butt hinges, 1 112 pr. per leaf on T-0"doors. LAURA � E LEI d rCh IteCtS I.I.c, DRAWINGS AND SPECIFICATIONS,AS Latchsets shall be mortise bore with knobs. ' INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. -� 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE ,,.;r•; USED,IN WHOLE OR IN PART,FOR www.kaehierarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF LAURA KAEHLER ARCHITECTS,L.L.C.. H J K Window and Door Schedule A5 . 1 as noted Print Date:4/21/14 ___._____._....-__._......_.__.__.___...._----_._.____.__.__.__._______..______....---._____--.__._.----_._.__....._.--..._.___._._.__.______._.________ T_ 7832 CLAY POINT ROAD LIGHTING SCHEDULE __,,,,,,,,•,•pe_,___, ,, •.,_ , as of Aprtl 21,2014 Laura Kaehler Architects,L.L C. 80 Greenwich Avenue Greenwich,CT 06830 } m. _,•,,,,••_„ .••„_•••,_,••,,� •, „_•�„_• '.'-"'•."m"”[ "'."'..•."'.... ....�. Tel. 203.629.4646 Fax"203.629 0717 i _ __..,,.•...__.........._ k _ I 39 WEST BRANCH RD LIGHT FIXTURES: 1 i TYPE IMANUFACTUREIR DESCRIPTION HOUSING MODEL NO. FINISH TRIM LAMP WATTAGE TRIM MODEL# REMARKS r A CSL 3"IC/Airtight Eco-downlight w/square EDL-ADJ-WW-2 White White LED 16W-120V EDL-20102-2 Use dimmers-verify manufacturer compaatiti bility k tom B CSL 3"IC/Airtight Eco-downlight wl EDL-ADJ-WW-2 White White LED 16W-120V EDL-4000-2 ` Adjustable square trim C CSL 2"ICI Airtight Eco-downlight EDLM-IC-WW-2 White White LED 14W-120V EDLM-11004-1 c D CSL 3”IC/Airtight Eco-downlight Shower EDL-ADJ-WW-3 White White LED 16W-120V EDL-22'00-3 lensed shower light f E Hera TwinStick2-LED TWINSTICK2LED12W'1 LED 12W-WW STICKPSDIM, driver,DIMCONTROL, , STICKPSDIM,contractor to verify lengths 'Contractor to verify lengths needed to E Alt Philips eW Profile Powercore undercabinet 523-000027-73(19 25")- White LED 1OW-120V achieve continuous illumination.Verify all LED line voltage fixture accessories and connections. F(24) 12 Systems Gens MiniWashery 24"long 51205-A-24-6-CBBR LED 6WIFT Include brackets E05P power box&#SLA-2 fixed _ F(48) 12 Systems Gen5 MiniWasher-48"long S1205-A-48-6-CBBR LED 6WIFT Include#E05P power box&#S A-2 fixed brackets G I LED Interior Stepl,ght w/Integral 120V CSL Driver i SS3008-WT I White LED 2.5W i - -- - r H CSL Linear concealed accent LED strip PD024-H-I-2CWW White White LED 3 6WIFT Dimmable driver#D-134w!power feed i 4'Surface CBS 232 Celebrity'1'x - .. ...._._..._. ._ ..... ...._.... ... .. _.... .... ...._._.._._._.....__._._._._.__ ._ ......... ... .. ............_....................._._ .._—-•. ..... .............. - - . ty CBS232120S0 White FLR 32W � .... .... .. .. ..... ..._ ..... .... ....._ .-_.- Fluorescent K Ceiling fixture FBO L Wall Fixture FBO M Ghidini Steplyte w/Warm Lens 820 8714 RB RIH 5409 Rust Brown - LED 3W-120V Driver-HPF electronic,120-277V i N ... ' I i I i 111 Ili 111 , ! i , I ; i NOTES. ......_..._.__.__._._._._, .,..........:............ .............:.........._....._......._................_............., ......................I.. .... ... ..._...._._......_._..._.__....__...... .. j Electrician to provide facto drilled Hydrel JB1701 waterproof junction boxes and Hydrel UWL-1430 cord seals for all exterior circuits as required(typical)., ) —___,_,_,__,_ •_,__,__,_,_ — • I {................_,.........._........__.._...—...._...._.1._..._._.___.__._....,....._......__..._..........._......_.... ...__..__,......._.___._._.........._....,..__._—_._......... _._ ,...................._......a.__.....,...,..__..I...._...._._..._._.......,.,._ ... E 1 1 Smoke/Carbon Monoxide Detectors shall be Bosch FCP-500-C i � I i i I I V(v ] . F t i I i i Nil it i M TH - f, BATH I - A /' D BEDROOM STUDY I'. 123 - BE _ I BEDROOM ' DINING. 112 K NIN D y, BEDROOM' r 121 104 B cD , i .. , • • , .+ t C ————— K , L A. i11 I t , 1 �I I I OSE B POSITION @ T. 60 : SDI cc " POSITION @ T.O. ,...... COLLAR TIE O 11 O 3 L t , GO LAR TIE - E . -- K - 102 1 � GREAT ROOM I - I I I r 4 ' I1D C HALL -- _ 120 _.._......._._ . _ - _ HALL c; H D3 CONDENSING UNIT- - 2 D I<A BATH ° A PROVIDE ALL CONNECTIONS i i ! ; - _ _. ._ ._ .. I 109 (� Al _.................... r ' i Il 124 r A / _ a _...........-_ --._._....._._.__...._........_.....�._.... __.._............_...._._.....__.........._... _. :.....__.. PWD i .. 117 OAT I I t 118 SD,DD — ��24,: CLOSET , IIA A 4' K �. K' A ,J K D �IJH HIP4�H H Hj OI I --- ( L O _ I _ O - LL D3 I'3Hill KITCHEN o 1 ENTRY01HALL STA I............ ............ .109 1 113 / A A A 114 105 "' HALL 1 7 ----- --- - ! so,co -- ---- - - : 3 3 l 1 1 K WP I C� wE_ C C �C�1 r M U D ROO M _{` E-4z" OE - 115 Cn 41 - - �42' - — -- — — — — — — I I I , ;i t 1L HOME``. \ I< - - ORKSHOP - 126 I I I I I I iI - ---t-- L — —-------- WF X42„ 2 ----------- - - - - - -� / / / — — — — — \ \ \ \ - - - - - - - - - - - - - - - - — — — — — - -- - \ \ ----125 ;I / --------- / \ \ -- �I A � 1 42� — — — — — — — — — — — — — I I ----- - I I J -- I 9 1111 - -------- A 11 I I I i II CONDENSING UNITS- I� I 1111 , 1 PROVIDE ALL CONNECTIONS 1 PROVIDE KEYLESS FIXTURES FOR GENERAL ILLUMINATION F, \•” l; LA NDRY 116 BLOWER TO POP-UP HOOD I , - PROVIDE POWER TO REMOTE it I I I I 11 _. o OA9D ¢ 1111 1 I J II I 111 I I Ilii i P' 18" -----� II GARAGE ';- j ¢ • '111 127 III 1 I I. .I I. I — — — — — — — i I I; '111 f, � '1- - - - - - - - - - - - - - - - - -I� 1 i - - - - - - - - - - - - - - - - - - Ltl — — — — — - 1 — — - — 1 J F — ip , • ,l I i I I I I I 1 • B � W AHU I I I , I I I ELEC METR- 1 i I VER LOCATION I I I I I 1 li .. ..... - ..\... .:.. . . 1 I AHU J J L, I I - = -0- PROVIDE ALL ELECTRICAL COMMUNICATIONS and OTHER DEVICES POWER DEVICES SPECIAL LOAD KEY _ — _ CONNECTIONS AS REQUIRED I 1 I I SYMBOL LEGEND — — — BY EQUIPMENT DB Door Bell Duplex Receptacle # NAME For Power Loads Refer To: 1 — — — — — — -� — — r — T 7— — — — — — — — — — CONTROLS and LIGHTING DEVICES CH Chime �42„ Duplex Receptacle at 42"A.F.F. Al Refrigerator 1 FIRST FLOOR GHTING/ ELECTRICAL PLAN g J E1.1 �j Jamb Switch o Cable TV/Data Outlet Duplex Receptacle Split Wired to Switch A2 n ercoun er — — — — r — — — — — — — O — —� — —L ~— — _ — — — — — — Refrigerator Single Pole Switch Data/Network Double Duplex(Quad) Receptacle 1 ( I I- - - - - - - - - —1 - - - - - - - - - - - - - A3 Range (gas) SDI CC) ELEC I L _ _ _ _ _ _ 3 Way Switch � Audio Speaker Appliance Receptacle refer to Special Load Key I $s A A4 Exhaust Hood PANELS :� I m� ,, D AR �4 4 Way Switch j Telephone Jack (RJ 11) 71 Ground Fault Interrupter Receptacle + P` Cy GFI A5 Dishwasher I I �o��I,P T Timer Switch 1�WP Waterproof Receptacle, GFI A6 U/C Wine Fridge 1 J tdI J .•� D Dimmer Switch PC 42' Clock Receptacle at 42"A.F.F. A7 Microwave Weather Proof Switch Smoke/Carbon Monoxide Detector Single Floor Receptacle ® SDI co ® A8 Washer ® Lighting Keypad Location Heat Detector ® up ex Floor Receptacle Split Ire to Switch A9 Dryer I I O tP $ 3 Recessed Downlight (T) Thermostat or Remote Sensor ® Duplex Floor Receptacle I ,� i702 yQ A10 Grill (gas, exterior) I SOF N a Recessed Accent/Wall-Wash co Carbon Monoxide Detector Iremo n erca met) Continuous Outlet A11 I 1 E-O-> Recessed Accent/Double Wall-Wash ® Transformer Al2 18 ❑o Single Recessed Accent-Special JB Junction Box PERMIT SET - NOT FOR CONSTRUCTION 00 Double Recessed Accent-Special Automatic Garage Door Opener ( I I 1 1 1 7832 Clay Point Road Residence 000 Multiple Recessed Accent- Special Fan/Light Switched Separately ELECTRICAL NOTES: I Fishers Island, New York 06390 Recessed Floor U li ht ® Exhaust Fan — — — — 1 P 9 -Coordinate all framing with electrical and mechanical 1 O plans. Place switch and outlet boxes before pulling wire forDRAWINGS Surface-Mounted Fixture-Junction Box Wall Exhaust Fan approval by owner/architect. J I I I .� AEl' architects I.I.C. INSTRUMENTS OF PROFESSIONAL approval INSTRUMENTS OF PROFESSIONAL it'I . SERVICE,ARE AND SHALL REMAIN Recessed in Wall Fixture �, Disconnect Switch -Coordinate Device locations with trim and details shown in I I ii;; 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. I I b:: 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE interior elevations. :@., .. USED,IN WHOLE OR IN PART,FOR Wall Mounted Fixture Lighting Panel I _ 1 www.kaehlerarchitects.com ANY OTHER PROJECTS OR -Coordinate all AV, Security and lighting controls stem PROVIDE POWER TO PURPOSES, OR BY ANY OTHER Linear Fixture (In Length Shown) ® Power Panel y g g y 1 SUMP EQUIPMENT I 1 PARTIES, THAN THOSE PROPERLY locations with Architect Dr Consultant. I AUTHORIZED BY CONTRACT, Spotlight- Exterior Flood I WITHOUT THE SPECIFIC WRITTEN All switch plates and outlet covers to be screwless. AUTHORIZATION Track Lighting LAURAKAEHLERARCHITECTS,L.L.C.. -Electrician to wire all HVAC components to locations as 8 3 Rope Light- LED determined by HVAC Consultant. I — — — — — - -- - 1 OD I Ceiling Fan - Electrical panel location(s)to be confirmed with Architect. I — O 0 Surface mount fluorescent -Place receptacles horizontally in baseboards unless I Lighting Zone E 1 otherwise noted. Color to be white unless noted otherwise. - - - - - - - - - - - - - - J Lighting and Power Plan I 1 -All receptacles within wood millwork shall have a matching wood coverplate in a matching finish unless otherwise noted. 2 BASEMENT LIGHTING/ ELEC PARTIAL PLAN as noted Print Date:4/21/14 E1.1 i r a r - F l — AA ----- , I - i` I I �I .f \ 1Iv PLAY ROOM i 201 60" 601, rl � ATTIC �I r, \ (T� BATH So ATTIC A 202 D - ' PROVIDE KEYLESS FIXTURES FOR GENERAL ILLUMINATION 2' / r m l I 1 I I MECHANICAL I 1 1 1 1 1 1 iii �l x PROVIDE KEYLESS FIXTURES - - - -- ---- FOR GENERAL ILLUMINATION PROVIDE ALL ELECTRICAL CONNECTIONS AS REQUIRED I 1 I I I I I / r ` BY EQUIPMENT A I I I I I I I I I i l 1 1 I �_ --- 7832 CLAY POINT ROAD LIGHTING SCHEDULE ' __.__._...asofApril21,2014—____.___4____ -�— — Laura KeehlerArchitects,L.L.C._ 80 Greenwich Avenue Greenwich,CT 06830 �-------___.______-_.___... \ ------- 4646 E mmTel. 203 629 Fax 203 629.0717 I LIVING -- --- E LU ROOM 39 WEST BRANCH RD LIGHT FIXTURES: I { { Q ------------- - PE MANUFACTURER DESCRIPTION HOUSING MODEL NO. FINISH TRIM LAMP WATTAGE TRIM MODEL# REMARKS __J Z) 203 JJ 3"IC/Airtight Eco-downlight w/square UseELV dimmers-verify manufacturer ET -------- --- A CSL EDL-ADJ-WW-2 White White LED 16W-120V EDL-2002-2 trim compatibility BAR B CSL 3djusta les E square trim w/ EDL-ACJ-WW-2 White White LED 16W-120V EDL-4000-2 - � --- Adjustable square trim 4 C CSL 2"IC/Airtight Eco-downlight EDLM-IC-WW-2 White White LED 14W-120V EDLM-1004-1 D CSL 3"ICI Airtight Eco-downlight Shower EDL-ADJ-WW-3 White White LED 16W-120V EDL-2200-3 lensed shower light Light. i STICKPS24/60 driver,DIMCONTROL, so�o E Hera TwinStick2-LED TWINSTICK2LED12WW LED 12W-WW STICKPSDIM,contractor to verify lengths a 42" 42" 42" I eW Profile Powercore undercabinet 'Contractor to verify lengths needed to E Alt Philips LED line voltage fixture 523-000027-73(19 25")` White LED 10W-120V achieve continuous illumination.Verify all accessories and conrections .:..^^• _ v v=-"„"" Include#EO5P power box&#SLA-2 fixed _-.. F(24) i2 Systems Gen5 MiniWasher-24"long S1205-A-246-CBBR LED 6W/FT .y ; i, •I brackets F 48 i2 Systems Gen5 MiniWasher-48"Ion S1205-A-486-CBBR LED 6W/FT Include#EO5P power box&#SLA-2 fixed 0 CLO ( ) y 9 brackets �j A mi D LED Interior Steplight w/Integral 120V E { so 206 CSLG iDriver I SS3008-WT While ? LED 25W _ H CSL Linear concealed accent LED strip PD024-H-1-20WW White White LED 36W/FT Di mmable driver#D-1 34w/power feed - CBS 232'Celebrity'V x 4'Surface A J Lightolier Fluorescent CBS23212050 While FLR 32W K DROOM OA _ K Ceiling fixture FBO Y L Wall Fixture FBO j T - c I M Ghidini Steplyte w/Warm Lens 820 8714 RB RIH 5409 Rust Brown - LED 3W-120V Driver-HPF electronic,120-277V N r .. <_ _....._., .! ENOTES: ....._.__._..._.w......_._.__.__w__......._.^...e..._... .._.v__..__..._•_._.___._._.....I__.....__...._...._._-_....._._..._...-........_......._....e._._..._........._...._..—_....._.e......__... _._.._. K _......._.__..._..._..._......._.____.....___.-......__.__...__._..._.._. .-. i t... - E E E i PROVIDE ALL ELECTRICAL Electrician to provide facto drilled Hydrel JB1701 waterproof unction boxes and Hydrel UWL-1430 cord seals for all exterior circuits as required(typical) -- CONNECTIONS AS REQUIRED __._..__.... ._.__..........._....X._._....... _. 1....._....... ...._...__...... ........... . .... 1 i E BY EQUIPMENT Smoke/Carbon Mon xide D e ors shall be Bosch F P-500C o et ct C E �- 3 I - _i. i \ -di I U SYMBOL LEGEND COMMUNICATIONS and OTHER DEVICES POWER DIEVICES SPECIAL LOAD KEY DB Door Bell q Duplex Receptacle # NAME For Power Loads Refer To: CONTROLS and LIGHTING DEVICES cH Chime P42„ Duplex Receptacle at 42"A.F.F. Al Refrigerator S 4. Second Floor �J Jamb Switch oo Cable TV/Data Outlet Duplex Receptacle Split Wired to Switch A2 n ercoun er E1,.2 SCALE: 1/4" = V-0" Refrigerator Single Pole Switch Data/Network Double Duplex(Quad) Receptacle A3 Range(gas) �3 3 Way Switch Audio Speaker A Appliance Receptacle refer to special Load Key A4 Exhaust Hood $4 4 Way Switch Telephone Jack(RJ 11) Ground Fault Interrupter Receptacle GFI A5 Dishwasher $T Timer Switch 1PWP Waterproof Receptacle, GFI A6 U/C Wine Fridge � ©��C� �D Dimmer Switch (PC 42" Clock Receptacle at 42"A.F.F. A7 Microwave a ® Weather Proof SwitchSmoke/Carbon Monoxide Detector ® Single Floor Receptacle A8 Washer Sol co ® Lighting Keypad Locationi H Heat Detector ® Duplex Floor eceptacle Split Wired to Switch A9 Dryer Recessed Downlight (J Thermostat or Remote Sensor ® Duplex Floor Receptacle A10 Grill (gas, exterior) a Recessed Accent/Wall-Wash co Carbon Monoxide Detector Iremo n erca Inet ontlnuous 1702 t4 OutletAll �4F N <_04 Recessed Accent/Double Wall-Wash ® Transformer Al2 ❑O Single Recessed Accent- Special ,16 Junction Box oo Double Recessed Accent-Special Automatic Garage Door Opener PERMIT SET NOT FOR CONSTRUCTION - 000 Multiple Recessed Accent-Special Fan/Light Switched Separately ELECTRICAL NOTES: 7832 Clay Point Road Residence Recessed Floor Uptight ® Exhaust Fan -Coordinate all framing with electrical and mechanical Fishers Island, New York 06390 Surface-Mounted Fixture-Junction Box —17Wall Exhaust Fan plans. Place switch and outlet boxes before pulling wire for approval by owner/architect. D { �I Disconnect Switch LAURA EI ER architects ISI"C� DRAWINGS AND SPECIFICATIONS,AS TT Recessed in Wall Fixture INSTRUMENTS OF PROFESSIONAL -Coordinate Device locations with trim and details shown in \?; Wall Mounted Fixture F__1 Lighting Panel interior elevations. .JI SERVICE,ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich, CT 06830 THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN PART,FOR l— Linear Fixture (In Length Shown) ® Power Panel -Coordinate all AV, Security and lighting control system www.kaehlerarchitects.com ANY OTHER PROJECTS OR locations with Architect or Consultant. PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY Spotlight- Exterior Flood -All switch plates and outlet covers to be screwleSs. AUTHORIZED BY CONTRACT, WITHOUT THE SPECIFIC WRITTEN Track Lighting AUTHORIZATION OF Electrician to wire all HVAC components to locations as LAURA KAEHLER ARCHITECTS,L.L.C.. Rope Light- LED determined by HVAC Consultant. Ceiling Fan -Electrical panel location(s)to be confirmed with Architect. 0 Surface mount fluorescent -Place receptacles horizontally in baseboards unless otherwise noted. Color to be white unless noted otherwise. Lighting Zone Lighting and Power Plan E1 .2 -All receptacles within wood millwork shall have a matching wood coverplate in a matching finish unless otherwise noted. as noted Print Date:4/21/14 LEGEND ._�� _�� ...... �� NEVVBEA� . | | OVERBUILT ROOF FRAMING ' ' -- -- -- -- ~- -- -- ~- EXISTING | | - -- | | � MASONRY VENEER ' NEVVJCUGT i / \ ' �- - - - - - - - EXISTING JOIST WOOD POST ABOVEFLOOR LEVEL(PA) IGH LOW | i . NEVVRAFTERS 13 VVOODPOST BELOVVFLOOR LEVEL(PB) . i ! ~� ^ i /- H|QH 1�NV�� EXISTING RAFTER [� WOOD POST ABOVE AND BELOW�AB � -- -- -- -- � ' POST BELOVVK8USTBEEQUAL SIZE | | _ � ' ____^_- TOPOST ABOVE ' SLOPING MEMBER � � HIGH Lu«« � EXTENT OFFRAM|N [] SQUARE HSS TUBE COLUK�N | ! - TUBE COLUMN BELOW(TC8) � ! TUBE COLUMN ABOVE(TCA) � TUBE COLUMN ABOVE AND BELOW(T7CAB) i FRAMING {� ROUND | / | ' . (SCA) (SCB)(GCAB) ! CHANGE |NFLOOR ELEVATION ° HOLDOVVN (HD) / � CHANGE |NROOF PITCH ! OPENING |NFRAMING ---- FOOTING � ! . FOUNDATION WALL ------ ------ ---- i i CENTERLINE EXISTING ' ! {� FOOTING ------- E�tST|N -' '�-� ---- i ! i EK|ST|NG FDUNDAT|ONVVALL ' ! NEW WALL (E) EXISTING BP BEAM POCKET EXISTING WALL C CANTILEVER BEARING WALL ABOVE CB CEILING BEAM Ci CEILING JOISTS | BEARING WALL BELOWB.O. EXISTING FOOTINGi PIN NEW WALL TO EXISTING WALL WALL ABOVE B.O. NEW FOOTING= ---_---'---_ _ ' I5"SLAB PIN NEW WALL ON GRADE) TO EXISTING WALL B.O. NEW FOOTING= L B.O. EXISTING FOOTING V-0"THICK CONCRETE FOOTIN(§_ B.O. NEW FOOTING= I (3)9 1/2"LVL B.O. EXISTING FOOTING PIN NEW WALL 8"WALL TO SUPPORT F_ TO EXISTING WALL B.O. NEW FOOTING= STONE VENEER. PIN NEW 1 7 1/4"LVIL AT 16' 7 B.O. EXISTING FOOTING, WALL TO EXISTING WALL. EXISTING WALL TO BE CUT DOWN. SEE A-DRAWINGS FOR "PA, TOP OF WALL HEIGHT 2" RAT SLAB OAT EXISTING TOP OF WALL _j EXISTING 3"] CONDITION TO BE VERIFIED Cf) RAT SLAB 04 CE SF E CRAWL SPA E SF NEW 4'-0"WIDE OPENIN(G. EXISTING WALL TO BE CUT DOWN. I .p 0) EXISTING 3' PA SEE ARCHITECTURAL DRAWINGS FOR TOP OF WALL HEIGHTS. 2)2X10 LOW EXISTING (2)2X10 LOW CONTINUOUS CONTINUOUS 7 REINFORCE WITH REINFORCE WITH (2)2X10 REINFORCE WITH (2)2X10 EXISTING SLAB ON GRADE (2)2X1 0, (1)EACH SIDE (1)EACH SIDE (1) EACH SIDE TO BE REMOVED PA F 2A.5 BP HSS PA/HSS F2.5 CRAWL SPA, E F -71 -E711 JAT CMU PIER(E) PA SF SF SF SF SF I I PA PA REINFORCE WITH (2)9 1/4" LVIL FEI iTFURCEE-T ITH" T2_)7174"D A- 1U) L Cmu zot CMU (1) EACH SIDE tV — — I I m CMU BEARING WALL F (1)EACH SIDE PIER PIER—— PIER ABOVE EXISTING TOP OF WALL 1'4" 0 p, Lj CONDITION TO BE VERIRED TYPICAL m > ON GRADE LINE OF NEW/EXISTING SLAB r, _AB F _j r-",-1 F t 8"STEM WALL d SL [ON GRADE] m 04 ga LINE OF CHANGE IN N SLAB HEIGHT. SEE PA co BEARING WALL CONCRETE FOOTING PA TYPICAL DETAIL CMU CMU PIER PIER PIN NEW WALL PIER SF SF SF SF SF TO EXISTING WALL 1 (2)9 1/2"FLVL B.O. EXISTING FOOTING WA FOUNDATION WALL TO EXISTING WALL B.O. NEW FOOTING= LEDGER 4"LEDGE FOR JOISTS 8"WALL TO SUPPORT STONE VENEER. PIN NEW L —_j CONCRETE FOOTING WALL TO EXISTING WALL. L——i V-0"THICK CONCRETE FOOTING 12 P ' ' B.O. NEW FOOTING= B.O. EXISTING FOOTING PA BEARING WALL ABOVE- F-OPENING FOR STAIR uw PROJECT 6"STEM WALL L NORTH SPREAD FOOTING SCHEDULE 4"SHELF FOR SLAB F, FIRST FLOOR FRAMING DESIGNATION DIMENSIONS BOTTOM REINFORCEMENT 1 2 ri '�AND FOUNDATION PLAN 6"STEM WALL If 1-011 NOTES: WITH 6X6 W2.0 X W2.0 WWMOFNE 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF EXISTING PLACED I" FROM TOP. POUR ON CONDITIONS ARE DIFFERENT FROM WHAT|GSHOWN ONPLANS, PRIOR TOANY CONSTRUCTION ORDEMOLITION. 10 MIL POLYETHYLENE VAPOR 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. BARRIER OVER 6"CRUSHED 3. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, 3F 4. SEE ARCHITECTURAL DRAWINGS FOR TOP OF CONCRETE ELEVATIONS AND BOTTOM OF FOOTING ELEVATIONS. 5. ANCHOR BOLTS FOR COLUMN BASES AND FOR BEAM BEARING PLATES SHALL BEGET INTO FORMS WITH TEMPLATES PRIOR PR|ORTO POURING CONCRETE. SF 8. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. 066582 7. GROUT EXISTING CMU FOUNDATION WALL 100Y6 SOLID UNDER COLUMNS AND BEAM BEARING POINTS AMINIMUM OF TWO COURSES IN DEPTH AND 16^ EACH SIDE OF BEARING POINT UNLESS NOTED OTHERWISE. SF 8. 2X10 PRESSURE TREATED LEDGER ATTACHED TO EXISTING FOUNDATION WALL WITH (3)3W^STAINLESS STEEL "HAS"THREADED RODS AT1G^O.C. EMBED G3/4" INTO EXISTING FOUNDATION WALL. LOCATE ANCHORS 3" FROM TOP EDGE AND 3" FROM END OF LEDGER. 3" MINIMUM VERTICAL SPACING BETWEEN ANCHORS. EDWARD STANLEY ENGINEERS LLC S. SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATION. 10. DO NOT LAY STONE FINISH ON SLABS UNTIL SLAB HAS CURED GO DAYS. ��~�0�B 0��~�1�� ~� --_`~ -~ ' ��.~~~.- ~ ~- __' 11 SLABS GROUND DVE�/\G^ LAYER FILL POLYETHYLENE � � dVVonm,S�me� VAPOR BARRIER WITH TAPED JOINTS BETWEEN SLAB AND POROUS F|LL P�OV|DEG�GVV20�VV�OVVELOEDVV|RE � � ' — FABRIC PLACED 1" FROM TOP QFSLAB |NALL SLABS ONGROUND UNLESS NOTED OTHERVV|GE� ' CT 06437 SF SF Gvi|6o,62O3^!58'02lOYoioe 203-458-0219 Fax www.e6vvou]axun|eyenRineemzom PERMIT SET - NOT FOR CONSTRUCTION SHEAR WALL SCHEDULE WIND ONLY- SYMBOL 15/32"CDX PLYWOOD NAILING (3) FRAMING MEMBERS SHEATHING TOP STUDS ABUTTINIG BOTTOM PLATE (2)(4)(5) EDGE FIELD PLATE (6) MEMBERS AND CONNECTION A ONE SIDE 8d@I 6" c 8d @ 12"o.c. 2-2x 2x 2x SINGLE 2x w/1 6d @ 6"o.c. e B ONE SIDE 8d 4" c 8d @ 12"o.c. 2-2x 2x 2x SINGLE 2x w/16d @ 4"o.c. C ONE SIDE X78@ 3" c 8d @ 12"o.c. 2-2x 2x 2x SINGLE 2x w/16d @ 3"o.c. NOTES: (1) FRAMING AT ADJOINING PANELS (ABUTTING MEMBERS)SHALL BE BUILT UP POSTS OF 2-2x MEMBERS WHERE NAILS ARE SPACED AT 2"O.C. SEE STRUCTURAL NOTES FOR NAILING OF BUILT UP POST. (2) PANEL EDGES SHALL BE BACKED WITH 2x OR 2-2x FRAMING INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. (3)WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C. ON EITHER SIDE, PANELS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. (4)PLYWOOD SHALL BE"RATED SHEATHING". SEE STRUCTURAL NOTES. (5)STUDS SHALL BE DOUG FIR LARCH OR SOUTHERN PINE. (6)8d NAILS SHALL BE 2.5"X 0.131" COMMON, OR 2.5"X 0.113"GALVANIZED BOX A REPRESENTS SHEARWALL TYPE AS DESCRIBED IN THE SHEAR WALL SCHEDULE DENOTES THE LENGTH OF WALL TO BE INSTALLED AS DESCRIBED IN THE SHEAR WALL SCHEDULE 2X6 AT 16"O.C. 2X6 AT 16"O.C. 2X6 AT 16"O.C. 2X6 AT 16"O.C. (2)2X8 % �3 '>,,(2)2x8 JCO r1, 6' ti Q CP 61LEDGER LE GE `r LEDGER (2)9 1/2"LVL LEDGER LED E LEDGER �0PA PA PA I PA PAS PA PA (2) 14"LVL pq FLUSH 2 9 1/2" LVL X 1 U -< STEEL LINTEL -- STEEL LINTEL - STEEL LINTEL - ----: STEEL LINTEL a- w (2) 11 7/8"LVL T (2)2X10 T(2)2X10 (2)2X10 > b o = S ` � a) J ° o J J N ,I I i I WALL OVE " Q w U i o (V N I t (2)9 1/2"LVL N O O 1 CD - rn m rn NI U 1 M, Cn N N ch X° W .� rn ;I 10.5' Q I z X I OPEN TO ( . BEARING WALL rn J BELOW BELOW U > (2)9 1/2" LVL (2)9 1/2" LVL I z I J _ �I oo PA LPA I w 1 WALL ABOVE (2)9 1/2"LVL (2)9 1/2" VL I 1 CUSTOM FABRICATED �,, { : 1I .. z1z1 �1I1f— :. ._ IZ1Z171 ��7 ::_Z?IzIZZr - DER FLUSH HEADER FLUS I ` STEEL HANGER HE FLITCH BEAM"B" f # BEARING BEARING CCH MNEY MOASSWALL BELOW — (2)9 1/2"LVL WALL BELOW , � \ CUSTOM FABRICATED CUT BACK AND HANG J J STEEL HANGER I EXISTING ATTIC JOISTS (2)9 1/2"LVL J > CO I FROM NEW FLITCH BEAM WALL OVE -- iv (2)9 1/2" LVL N H1 J U)1 "B STRAP JOISTS ( } J J rn o7 O 1 TOGETHER WITH SIMPSON i U CS20 STRAP. TYPICAL. N �' w 2 7 1/4"LVL CONTINUOUS �=INTERIOR � m LANDING 1 i N (2)9 1/2" LVL _z FRAMING N N N NI O17 (2)2X10 (2)2X10 (2)2X10 U 1 /Y I 1 EXISTING BEARING \ z / BEARING WALL HEADER HEADER HEADER N N N zl WALL ABOVE LANDINGFOR FLUSH FLUSH FLUSH 1 X 1 � 1 � OVERBUILD 1 JOISTS OVERBUILD W1 X .71 1 ; I; 3, U a O - 2X8 CJ ci / 01-1 (2)2X101 ' (2).9 1/4'`kVLr. I o _ 2 9 1/2"LVL (2)2X10 TALL WALL. CONTINUOUS LSL STUDS C X zo AT 16"O.C.. o O 5 -;-.- ; T ------ - Y f' ''.': : ;>�-- x r > - -- I' , _ T_. -;r, , FROM FIRST FLOOR TO ROOF (O t0 2,'�.'_w.. Y__«m.r._. ...<._c.�.lf✓_'.G�_.� STEEL LINTEL STEEL LINTEL STEEL LINTEL 00 coLEDGER !pA X N I ( ) N 4 N STEEL ROD X-BRACING 2X8 AT 16 O.C. 0 0 LEDGERt 2 LEDGER N SEE ARCHITECTURAL DRAWINGS. 14 LVL LOW _ ___ PA N TYPICAL(4) LOCATIONS. CONTINUOUS OVER p ' SHEAR WALL WALL ABOVE V SIMPSON SIMPSON W W C HSS HSSJC1 STRONGWALL 'n STRONGWALL I ' w BEARING WALL Jo z ABOVE AND BELOW J z0 ' X J ; (N2X8 AT 16"O.C. > 2X8 CJ AT 16"O.C. N " U Q KBEARING F- 0 NWALL BELOW N `r° BEARING WALL N 1 rn Q ABOVE . . j (2)9 1/2" LVL '!' N PA HSS Q, / cv; W �2J 4 9 1/2"LVL CONTINUOUS PROJECT FA` :may :. .... % o �L NORTH " a o y�A SECOND FLOOR/ATTIC FRAMING FLITCH BEAM SCHEDULE PA PA PA ' X BEARING WALL X Eo DESIGNATION WOOD PLIES STEEL PLATES ABOVE': 1 " 1 ON F FLOOR P FLITCH 'B' (4)7 1/4" LVL (3)3/8"X 7" 1 .2 SCALE 1/491 = 1 1-011 12"� 4'-0" *SEE TYPICAL FLITCH BEAM DETAIL FOR --- 68'-0' BOLT SIZE AND SPACING J J J Q —� NOTES: N N N M N 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF EXISTING T 0) N 0) m rn CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS, PRIOR TO ANY CONSTRUCTION OR DEMOLITION. rn � N N v ~ N 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. 3. ANCHOR 2X LEDGERS THRU PLYWOOD INTO STUDS. (2) SIMPSON SDWS SCREWS (0.22"X5"LONG)EACH STUD. rn NAIL ROOF PLYWOOD TO LEDGER AT 4"O.C. 4. SEE ARCHITECTURAL DRAWINGS FOR ANCHORAGE OF STONE VENEER. 5. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS, UNLESS NOTED OTHERWISE: MASONRY OPENING LINTEL f NE 4'-0"OR LESS L 4"X 3 1/2"X 5/16" 1 O ' (2) 11 7/8"LVL LOW, (2) 11.7/8' LVL LOW 4'-1"TO T-0" L 6"X 3 1/2"X 5/16" ` p�` 7 p• A. 3 1/2"LEGS ARE HORIZONTAL. PA PA RA PA . B. PROVIDE ONE ANGLE FOR EACH 4"OF WALL THICKNESS C. PROVIDE L 5"X 5/16"ANGLES FOR 6"THICK WALLS AND PARTITIONS. D. PROVIDE MINIMUM 6"BEARING AT EACH END. E. LINTELS OVER 6'-0"SHALL BE FIREPROOFED. -. a F. LINTELS SHALL BE HOT DIPPED GALVANIZED. DO NOT CUT IN THE FIELD. �"cy 066682 ' � DFESm EDWARD Y ENGINEERSLLC 6 Water Street Guilford, CT 06437 203-458-0210 Voice 203-458-0219 Fax www.edwardstonleyengineers.com PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 architects, I.I.c. 80 Greenwich Avenue Greenwich, CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com SECOND FLOOR FRAMING ON FIRST FLOOR PLAN S1 . 2 Scale: 1/4-1'-0" Project#: 14004 Date Issued: 04/14/2014 1 CV LVL (2)7-1 W LVIL- (2)7 1/4"LVL A2J7_1/4!_LV_L \4zi N 2X8 AT 00 KINK 2X8 AT 16"O.C. LU 2X8 AT 16"O.C.— KINK KINK 16"O.C. - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- UJ (n S < 00 _J T_ DECORATIVE FRAMING AND I I Jam, < r l_- Lu . 0 W uJ TIE RODS ATTACHED TO m m JP uJ q r- uJ W p co UNDERSIDE OF EXISTING CEILING. 0 0 I_ 41%1� W SEE ARCHITECTURAL DRAWINGS W 0 - 0 _ cP, W z X X 0 00 W 5 C14 0 co W En 04 (n z 0 = < (n W 5C — 1, W Of Of uJ 0 UJ 0 _J W F- H TN 1W Z Z Y X (2)2XII 0 04 X D W10 z ('/) L51 6 16" LVL RIDGE BEAM 0 -1 (3) 16"LVL X (2)2X1 0 BLOCKING T X RIDGE BEAM (2)7 1/4"LVL I W AT FALSE CHIMNEY W KI 2 1 6 (2) 14" LVL RIDGE BEAM (2) 14" LVL RIDGE BEAM I 'Ln-1 < I W POST UP ca W OPENING /W TO RIDGE 0 HANG LOW DORMER EXISTING RIDGE BOARD (2)2X1 FOR CHIMNEY 0 - RIDGE FROM MAIN RIDGE BEAM W 0 0 97 z7 Of o ofW X 0 IX ,Iwo X (n I I W1 W 0 N KINK BEVEL TOP OF VALLEY X M0 W I U-1 FOR PLYWOOD ATTACH- _J u_ MENT. BEVEL BOTTOM OF VALLEY AS REQUIRED 01 FOR FLUSH CEILING z ICONDITION,TYPICAL. EXSITING BEARING XI Ln < < X I XI WALL UP TO EXISTING 0 W RAFTERS 0>< E. - x tD W cl�j 04 (2)7 1/4"LVL — — — — — — — —— — —— — — — — — — — — — —— — — — — — — - ----------- L — — — — — — — — — — — — — — — — — — — --- — — — — — — - -- — — — — — — — — — — E l I II II (2)7 114"LVLI IEXISTING EXTERIOR WALL I E: :j t :J L (2) 11 7/8" LVL I I I I i FLITCH BEAM SCHEDULE w EXTERIOR WALL DESIGNATION WOOD PLIES STEEL PLATES ABOVE W " (2)9 114" LVL AT RIDGE FLITCH A' (2)7 1/4" LVL AT SLOPE 0 0 (2)2X10 FLUSH *SEE TYPICAL FLITCH BEAM DETAIL FOR BOLT SIZE AND SPACING (.0 W, C) CD , 1 00 CSI X: X X C4 W (2)2XI0 HEADER PROJECT BEARING WALL C 0 FOR CEILING JOISTS OVERBUILD C I NORTH i BE, E E y ROOF FRAMING ON CEILING BEAM -)SECOND FLOOR PLAN 00 XIf = 9-011 W SCALE 1/4 1 12'E=7L_ IV-0- 1:0 :�t --— — —- — — — — — — (2)2X8 CB 00 t NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF EXISTING CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS, PRIOR TO ANY CONSTRUCTION OR DEMOLITION. 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. 2X8 CJ AT 16"O.C. 3. ANCHOR 2X LEDGERS THRU PLYWOOD INTO STUDS. (2) SIMPSON SDWS SCREWS(0.22"X5" LONG)EACH STUD. KINK NAIL ROOF PLYWOOD TO LEDGER AT 4"O.C. 4. SEE ARCHITECTURAL DRAWINGS FOR ANCHORAGE OF STONE VENEER. o 5. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS, UNLESS NOTED W OTHERWISE: 0 0 MASONRY OPENING LINTEL 4'-0"OR LESS L 4"X 3 1/2"X 5/16" co 4'-1"TO T-O" L 6"X 3 1/2"X 5/16" N 00 X 1 04 A. 3 1/2"LEGS ARE HORIZONTAL. B. PROVIDE ONE ANGLE FOR EACH 4"OF WALL THICKNESS ()7 1/4" LVL C. PROVIDE L 5"X 5/16"ANGLES FOR 6"THICK WALLS AND PARTITIONS. Of N E D. PROVIDE MINIMUM 6"BEARING AT EACH END. E. LINTELS OVER 6'-0"SHALL BE FIREPROOFED. F. LINTELS SHALL BE HOT DIPPED GALVANIZED. DO NOT CUT IN THE FIELD. 0 06,5582 FESSko EDWARD STANLEY ENGINEERS LLC 6 Water Street Guilford, CT 06437 203-458-0210 Voice 203-458-0219 Fax www.edwardstonleyengineers.com PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 architects, I.I.c. 80 Greenwich Avenue Greenwich,CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com ROOF FRAMING ON SECOND FLOOR PLAN S1 . 3 Scale: 1/4-1'-0" Project#: 14004 Date Issued: 04/14/2014 STRUCTURAL NOTES HEADERS AND BEAMS FASTENING SCHEDULE GENERAL NOTES 1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, including the New York State Residential Code 2010. 1. Unless noted on drawings, headers shall be as follows. Interior walls (2) 2 x 10's, exterior walls (3) 2 x 10's. Considler LVL in lieu of sawn lumber where shrinkage is not desired. roofs walls and adjacent property as project conditions require. The contractor shall submit shop drawings and 2. Typical post at end of header consists of(1) 2x jack stud and (1) 2x king post unless noted otherwise on plans. Stud to match wall stud size. __.............__._.•..__.. _r_._..__,.. 2. Contractor shall provide temporary shoring, bracing, and make safe all floors, 1 P P Y P 1 ___•"•..•,_.."•"•....•._-...___-.--.___..•._•�."..__-__........ • ......•...,.,..__..•,....••• calculations of the shoring and bracing for the Owner's review. 3. Where posts are not specified, provide 3"minimum of bearing length and support the full width of the beam. _."--.." "" WW.__.....,._ -_.." - _.."._•... -"-"" ____1_____1___ g 9 3. All structural elements of the project have been designed by the structural engineer to resist the required code forces that could exist in the final completed structure only. It is the 4. Beams shall bear on the full depth of a stud wall unless noted otherwise on the drawings. jCONNECTION FASTENING P 1 LOCATION all required bracing during construction to maintain stability and safety of all structural elements during construction until the structure is completed. 5. Where a raised header beam interrupts the two-plies of the top plate, splice the top plate to the header with a Simpson LST or MST nailed to edge of top plate. Engineer to specify size. responsibility of the Contractor to provide q 9 9 Th contractor shall be sole) responsible for means, methods, techniques, sequences or procedures of construction;for coordination of the work of all trades,and for site safety.The Where the bottom ply of the top plate is interrupted by a raised header beam, no splice in the top ply shall be located over the header or within 3'-0"of each end of the header or the splice (3) 8d COMMON, OR 4. e Y P contractor shall comply with the Department of Labor Safety and Health Regulations for construction promulgated under OSHA. Neither the professional activities of ESE nor the presence of shall be located at midspan of the header with 12 10d nails each side of splice. JOIST TO SILL OR GIRDER (3) 3"x 0.131" NAILS TOENAIL ESE, or its sub-consultants at a construction site shall relieve the General Contractor and any other entity of these responsibilities. 5. Construction observations by ESE will consist of review of the project to become generally familiar with the progress and quality of the contractor's work and to determine if the work is SAWN POSTS AND COLUMNS BRIDGING TO JOIST (3) Sd COMMON, OR TOENAIL EACH END accordance with the structural contract documents. Construction observations are not inspections.. Our observations do not guarantee the performance of any 1. Typical post supporting a beam is built up post of 2x members unless noted otherwise. The width of the post shall equal the width of the supported beam. (3) 3"x 0.131" NAILS proceeding in general contractor, subcontractor,supplier or any other entity furnishing materials or performing any work on the project and ESE has no responsibility for failure by contractors and subcontractors to 2. Where wood posts are specified on the drawings,the supported beam(s) shall bear on the full cross section of the post. ( SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2"X 0.135") 16"O.C.,OR TYPICAL FACE NAIL 3 comply with contracts,construction drawings, specifications, or laws. If ESE is not retained to provide construction administration services,the CLIENT assumes all responsibility for 3. Built-up columns shall be fabricated as follows: "x 0.131' NAILS AT 16"O.C. interpretation of the Contract Documents and for construction observation and waives any claims against ESE that may be in any way connected thereto. Column from 2x4 members: of existing construction given in structural drawings are based on information contained in various original design and construction documents provided by the (2) Laminations: (1) row 10d nails on each side of column, 8"OC, staggered. ? SOLE PLATE TO JOIST OR BLOCKING (3) 3"x(3 1/2"X ILS A) 16", OR BRACED WALL PANELS 6. Dimensions and elevations g g AT BRACED PANEL (4) 3"x 0.131' NAILS AT 16" Owner, and limited field observations and measurements. The contractor shall verify all information pertaining to existing conditions by actual measurement and observation at the site. All (3) Laminations: (1) row Simpson SDWS or SDS x 4 screws 8 OC on each side of column, staggered. t discrepancies between actual conditions and those shown in the contract documents shall be reported to the architect for his evaluation before the affected construction is put in place. (4) Laminations: (1) row Simpson SDWS or SDS x 6"screws 8"OC on each side of column, staggered. ' TOP PLATE TO STUD (2) 16d COMMON OR END NAIL 7. The contractor is responsible to coordinate a pre-construction meeting to review structural plans. Meeting attendees shall include, but not be limited to,the contractor, project architect, Column from 2x6 members: (3) 3"x 0.131" NAILS project engineer,framing subcontractor, and concrete subcontractor. (2) Laminations: (2) rows 10d nails on each side of column,8"OC, staggered. 8. Upon execution of the contract,the contractor hereby covenants and agrees to indennnify and saves harmless the owner and engineer of record forever from and against losses and claims, (3) Laminations: (2) rows Simpson SDWS or SDS x 4"screws 8"OC on each side of column,staggered. STUD TO SOLE PLATE (4) 8d COMMON, OR TOENAIL demands, payments, suits, actions, recoveries, and judgments of every nature and description, including attorney's fees, brought against the owner or the engineer of record by reason of act (4) Laminations: (2) rows Simpson SDWS or SDS x 6"screws 8"OC on each side of column, staggered. (4) 3"x 0.131" NAILS or omission of the contractor,or a subcontractor to the contractor, or of an individual„group, or entity, directly or indirectly employed by the contractor or such subcontractor, in the 4. Where posts are specified on the drawings as 4x4, 4x6, etc,they shall be solid, not built up from studs. OR11 5. Where wood posts are specified above and below a level of floor framing, maintain the same cross sectional area through the thickness of the floor either by continuing the post, adding LVL I performance of work for, or the rendering of services to the owner. 9. Drawings shall not be used for construction unless noted"Issued For Construction".and sealed by ESE. Drawings used for bidding purposes shall not be used for construction. blocking underneath,or adding a beam of the same width as the largest post. (2) 3"x COMMON LS END NAIL 10. Wood framing erection shall not proceed until structural steel framing inspections have been completed and ESE has provided written authorization to proceed. 6. Brace the top and base of all posts/columns. (3) 3"x 0.131" NAILS 11. Details on drawings titled, "TYPICAL DETAILS", shall apply to all situations occurring on the project that are the same or similar to those specifically drawn. Such details shall apply whether MANUFACTURED WOOD PRODUCTS i DOUBLE STUDS 6 3 2" 0.135" 24" R FACE NAIL or not they are keyed in at each location. 3" x 0.131' NAILS AT 8"O.C. ' 12. Periodic site observation by representatives of ESE is solely for the purpose of determining if the work is proceeding in general conformance with the structural contract documents and shall 1. LVL(Micro Lam) Beams: Manufactured by iLevel by Weyerhauser. Fb=2600 psi, E=1,900,000 psi. not be construed as exhaustive or continuous to check the quality or quantity of the work and shall not be construed as inspections. 2. PSL (Parallam) Beams: Manufactured by iLevel by Weyerhauser. Fb=2900 psi, E=2,000,000 psi ? DOUBLE TOP PLATES 16d (3 1/2"X 0.135") 16"O.C.OR TYPICAL FACE NAIL 3. PSL (Parallam) Columns/Posts: Manufactured by iLevel by Weyerhauser. Fc=2500 psi, E=1,800,000 psi i 3"x 0.131" NAILS AT 12"O.C. iI CONTROLLED FILL 4. TJI members: Manufactured by iLevel by Weyerhauser. 1. Controlled fill shall conform to grading"A",Article M.0206, of the State of Connecticuit Department of Transportation standard specifications for roads, bridges, and incidental construction. 5. LSL members: Manufactured by iLevel by Weyerhauser. DOUBLE TOP PLATE LAPS (8) 3" COMMON OR LAP SPLICE Structural fill shall be a well-graded sand and ravel/stone material with 100%mass passing the 90 mm (3 1/2")diameter sieve and no more than 10%by weight passing the#200 sieve. 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the proposed substitution. (12}3"x 0.131'NAILS g g 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide, unless noted otherwise. i (3) 8d COMMON Submit an independent gradation analysis and modified proctor test for engineer's review. 2. Controlled fill shall be placed in layers not more than 8"in loose depth. Do not place fill material on surfaces that are muddy,frozen,or containing ice or frost. Place fill materials evenly BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL carrying the material uniform) around the structure in each lift. Fill shall be compacted to 95percent of maximum density measured at optimum moisture content PLYWOOD (3) 3"x 0.131" NAILS adjacent to the structures, y g Y I 8d AT 6"O.C. and tested at each lift to verify density according to ASTM D1557. 1. Wall and floor sheathing shall be plywood panels unless specifically noted as OSB on the drawings. Plywood sha.11l be APA rated sheathing, exposure 1, for the specified span, manufactured i RIM JOIST TO TOP PLATE TOENAIL 3. Fill material fill placement, and fill compaction shall be approved by a testing agency licensed by the State of CT and approved by the owner. either per product standard PS-1 species group 1 or PS-2. OSB shall be APA rated sheathing for the specified spun, made per product standard PS-2,exposure 1. Index stamp shall be 3"x 0.131" NAILS AT 6 O.C. p P 2 16d COMMON visible on all sheets. Panels shall be of the following thickness: Roof 5/8"or 3/4". Walls 1/2". Floors shall be 3/4"'AdvanTech (www.advantechperforms.com) tongue and grooved. i TOP PLATES, LAPS AND INTERSECTIONS ( ) FACE NAIL FOUNDATIONS 2. All plywood shall be glue nailed to floor joists using APA approved construction adhesive (B.F. Goodrich PL400 or approved equal.) Use ply clips or other edge support as required for ' (3) 3"x 0.131"NAILS 1. The contractor shall investigate with testpits the condition and depth of the existing foundation system.The design professional shall observe the exposed conditions prior to excavation for plywood sheathing. CONTINUOUS HEADER, TWO PIECES 16d COMMON new foundations. 3. Leave 1/16"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not tongue and grooved. 16"O.C. ALONG EDGE 2. Building foundations shall bear on firm undisturbed soil having minimum bearing capacity of 3,000 psf. Adequacy of bearing stratum shall be verified in field and inspected by the local ` (3) 8d COMMON CEILING JOISTS TO PLATE building department prior to placing concrete.Adjust bottom of footing elevation as required. SELF DRILLING SCREWS (5) 3"x 0.131" NAILS TOENAIL 3. Prior to placing the bedding layer of crushed stone under slabs on grade, prepare subgrade by removing all unsuitable, loose,disturbed material. If any fill is required, fill must be suitable, 1. SDS screws are by Simpson. Substitutions are not allowed without written permission from Engineer of Record. i CONTINUOUS HEADER TO STUD (4) 8d COMMON TOENAIL well graded granular fill approved by the design professional. The fill shall be placed in 8"lifts and compacted to 95 percent of maximum density measured at optimum moisture content and each lift tested to verify densities by ASTM D1557. LAG SCREWS (3) 16d COMMON MINIMUM € CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 4. Do not place concrete on a subgrade that is frozen, muddy,wet, or containing ice or frost. 1. Lag screws shall conform to ANSI/ASME Standard B18.2.1-1981. Lag screw diameter is the shank diameter. (4) 3"x 0.131" NAILS 5. Do not place backfill against basement walls until all floors bracing these walls are in place and the concrete walls have attained their 28-day strength. 2. Hole diameters in steel shall be 1/16"larger than shank diameter. Holes made in the field shall be drilled. (3) 16d COMMON MINIMUM 6. All exterior footings shall be placed a minimum of 3' 6"below final grade unless bearing on sound unweathered bedrock verified by geotechnical engineer. 3. Lead holes for lag screws shall be bored.The clearance hole for the shank shall have the same diameter as the shank and the same depth of penetration as the length of the unthreaded 7. All interior footings shall be placed 2' 0"minimum below top of slab on grade. shank. The lead hole for the threaded portion shall have a diameter equal to 60 percent to 70 percent of the shanik diameter. (4) 3"x 0.131" NAILS 8. Do not excavate lower than the bottom of the existing foundation without written pernnission from Design Professional. 4. The screw shall be inserted by wrench, not driving with a hammer. Lubricant shall be used on the lag screws to prevent damage to the lag screw. RAFTER TO PLATE (3)8d COMMON TOENAIL 9. A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal.Adjust bottom of footing elevations as required.Verify ; (3) 3"x 0.131" NAILS bottoms of existing footings. METAL WOOD CONNECTORS i 16d COMMON 24"O.C. 10. Preservative treated sills shall be anchored to the foundation wall with 1/2"anchor bolts, with Simpson BPS-1/2-3 washers, with a 2.5" 90 degree hook at the end. The bolts shall be 1. Simpson products installed per Wood Construction Connectors 2013-2014 (C-2013)by Simpson Strong tie. BUILT UP CORNER STUDS 3"x 0.131"NAILS 16"O.C. embedded 7" into concrete and solid grouted CMU block. Locate bolts not more than 12"from corners, at sides of openings, and at 4'-0"o.c. 2. Use common nails at all metal wood connectors. Unless noted otherwise. r 11. All anchor bolts shall be set in forms and wet set unless noted otherwise. 3. Joist hangers, cross bridging and all connectors for wood construction shall be galvanized steel as manufactured by Simpson Strong Tie or approved equal. Special nails as supplied by BUILT-UP GIRDER AND BEAMS 20d COMMON 32" O.C. FACE NAIL AT TOP AND BOTTOM 12. Where allowed in writing,anchor bolts may be set after concrete has cured. Embed Hilti HAS threaded rod 6" into concrete with hilti RE500 adhesive. manufactured shall be used for required nailing. 3"x 0.131" NAIL AT 24"O.G. STAGGERED ON OPPOSITE SIDES 13. Minimum foundation reinforcement shall consist of the following, unless noted otherwise: 4. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector, unless noted on plans i AND Footings: (3)#5 longitudinal placed 3"clear from the bottom and sides. Lap 2'-3" 5. Provide metal post bases and post caps (Simpson type CC)where wood posts connect to wood beams independent of framed walls. � (2) 20d COMMON FACE NAIL AT ENDS Walls: (2)#5 longitudinal placed 2"below top of wall, lap 2'-3". 6. Provide Simpson type ABA or ABU or post base where a wood post bears on a foundation. Bases and caps shall be galvanized at exterior conditions. Use Simpson recommended anchor � (3) 3"x 0.131" NAILS AND AT EACH SPLICE Wall "L"dowels: #4 at 2' 0"o.c. 2' 8"vertical leg. 6"horizontal leg. Embed vertical leg 9"into footing. bolts embedded 8"with Hilti RE500 adhesive into the foundation, unless noted otherwise. ` (3) 10d COMMON 7. Where wood beams bear directly on concrete or masonry piers, anchor beams to piers with Simpson ABA or appr-oved equal,with Simpson recommended anchor bolts embedded in the pier I COLLAR TIE TO RAFTER (4)3"x 0.131" NAILS FACE NAIL CONCRETE 8"with Hilt! RE500 adhesive, unless noted otherwise. I 1. All concrete work shall conform to the ACI "Building Code Requirements for Reinforced Concrete"(ACI 318), latest edition. 8. Anchor the back end of cantilevers with Simpson anchors having an allowable uplift capacity of 1,000 Ib. (3) 10d COMMON TOENAIL JACK RAFTER TO HIP 2. Slab work shall conform to applicable portions of ACI 302.1 R Guide for concrete floor and slab construction, latest edition. 9. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joiist specifier's guide TJ 4000 and iLevel Beam, Header, and Column i (4)3"x 0.131" NAILS 3. Design of concrete mixes, location of construction joints in slabs, staggering of pour placements, location of pour strips, and placement and curing procedures shall be performed by the specifier's guide TJ 9000 by Weyerhaeuser, unless specified otherwise on plan. i contractor in a manner that will minimize shrinkage cracking of the slabs. 10. Provide metal hurricane anchors at each rafter. Unless noted, use Simpson H2A or required by the local governing building code. OR FACE NAIL 4. All concrete for footings,walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 56 days with a maximum slump of to 5". 11. Rafters framed flush to structural ridge beams shall have Simpson LRU hangers. (2) 16d COMMON g P Y g P q sloping specify P g g I 3 3"x 0.131" NAILS 5. Concrete for exterior slabs on grade shall be air-entrained normal weight with a water-to-cement ratio of 0.45 or less and a minimum ultimate strength of 4,500 psi at 56 days. Concrete shall 12. Where hangers are specified or required at slo in or skewed beams,the contractor shall s ecif the correct slope and skew when ordering the hanger. ( ) be moist cured and covered for 7 days. 13. Where ACQ or CuAz wood preservative treated wood framing components are used, all connectors and fasteners shall be stainless steel.Alternate methods for protection against corrosion ; 6. Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.50 or less, maximum slump of 5",and a minimum ultimate strength of 3,500 psi at 56 of connectors and fasteners must be approved by the design professional. ROOF RAFTER TO 2X RIDGE BOARD (2) 16d COMMON TOENAIL days. Concrete shall be moist cured and covered for 7 days. (3) 3"x 0.131" NAILS 7. The contractor shall repair all shrinkage cracks designated as unacceptable by the architect by injection grouting with no additional cost to the contract. STRUCTURAL STEEL OR 8. Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag (GGBFS)OR shall contain 20%fly ash. GGBFS shall 1. All structural steel work shall conform to the following governing standards: (2) 16d COMMON FACE NAIL 11 conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618. A. AISC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, "latest edition. (3) 3"x 0.131" NAILS 9. Concrete design mix shall be submitted for each type of concrete to the design professional for review. The design mix shall be accompanied by test reports conforming to the ACI method B. The American Welding Society (AWS D1. 1) "Code for Welding in Building Construction,"latest edition. for field experience or the ACI method for trial mixtures, including a graph of w/c ratio versus strength, in accordance with ACI 301. The design mix shall be sealed and signed by a 2. All structural steel shall conform to the following ASTM specifications: JOIST TO BAND JOIST (3) 16d COMMON professional en (4)3"x 0.131" NAILS FACE NAIL P engineer. � A. Plates ASTM A36 . (g 10. Reinforcing steel shall be deformed bars conforming to ASTM A615,Grade 60. Reinforcing steel shall be detailed according to the ACI Manual of Standard Practice (ACI 315), latest edition. B. Rolled W-Sections and WT-Sections:ASTM A992 Grade 50 LEDGER TO STUD (3) 16d COMMON 11. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. C. All other rolled sections:ASTM A36 } (5) 3"x 0.131" NAILS 12. Welded wire fabric(WWF) shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. D. Pipe Columns:ASTM A53,Grade B 13. Support and secure) tie reinforcing to prevent displacement during concrete placement operations. Wire mesh must lap one full mesh at each side and end laps. Use vinyl or epoxy coated E. Tube Columns:ASTM A500, Grade B. PLYWOOD STRUCTURAL PANELS: FACE NAIL:6"O.C. AT PANEL EDGES PP Y 9 P P d SUBFLOOR TO FRAMING 3/4"OR LESS:8d COMMON AND AT DIAPHRAGM BOUNDARIES, ties and accessories to secure epoxy-coated reinforcement. Place mesh on chairs to maintain its position during the pour. Rocks, masonry, or other materials may not be substituted for the F. Except when A325SC bolts are specified on the drawings, all bolted connections of beams or girders are to be made with 3/4"ASTM F1852"Twist off"type Tension Control bolts with ASTM ( } 12"O.0 AT INTERMEDIATE chairs. F436 washers, unless noted otherwise. Nuts shall be ASTM A563. Connections are to be standard AISC connectllons. i ROOF AND WALL SHEATHING TO FRAMING): 7/8"TO 1.25": 10d COMMON FRAMING MEMBERS. 4"O.C.TO ALL 14. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practices. G. Anchor bolts: ASTM F1554 Grade 36. 3/4"diameter unless noted otherwise on drawings. Install column anchor Molts using templates and other devices required for accurate installation. I ( ) MEMBERS IN 48" PERIMETER ZONE q p Burning of base late anchor bolt holes will not be allowed.Anchor bolts may not be embedded after the concrete has set without written permission from design professional priorto pouring ` 15. Provide clearances from face of concrete to the closest surface of reinforcement as follows, unless noted otherwise on the structural drawings: 9 P Y P g p P P g ' ALONG EDGES OF ROOF. 11 Concrete cast against earth 3" foundations.weather I Welding be by by AWS. ..-. w-" .. 11 1-11111111--l",.• _ 1-111-111-11-_ .........___�---"-.._1--------••.--""--"-------.."-_. ". - .".. Concrete exposed to ea or earth 2"for#6 or larger ....1.5"otherwise. 3. ng se performed welders certified ..........................._...�.-..._.......�...._........_..... ................... ..................... ...._............._._......._1111...._..-........m-1111.....__..---...__......_....._ Concrete not exposed to weather or earth Slabs, walls,joists::0.75" for#11 and smaller. 4. Welding electrodes shall be ASTM A233, Class E70XX. Use low hydrogen electrodes for A572, Grade 50 steel. NOTES: Concrete not exposed to weather or earth Beams and Columns: 1.5" 5. Shop and erection drawings shall be submitted to the design professional for review and approval. No fabrication of steel shall commence without approved shop drawings. Shop drawings 1. TYPICAL NAILING SHALL COMPLY WITH THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.SEE SHEAR WALL P 16. Coordinate size and location of all openings and iP e sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". shall be reviewed and stamped by the contractor prior to submitting to the design professional.Shop drawings shall conform to customary AISC detailing standards. SCHEDULE FOR NAILING AT SHEAR WALLS. 17. At openings in foundation walls provide (2)#5 bars (1 each face) at each side, placed 2"from edge of opening. Each bar shall extend 2'-0"beyond opening, unless noted otherwise. 6. Steel connections not shown shall be standard AISC framed beam connections and shall be detailed by the fabricator in accordance with the AISC specification above. Details for all 2. UNLESS LISTED ABOVE OR ELSEWHERE ON DRAWINGS, NAIL DIMENSIONS SHALL BE 18. Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. Parallel runs shall be placed a minimum of 3 connections shall be shown on the shop drawings. W COMMON 2-1/2"X 0.131" 10d COMMON 3"X 0.148" diameters on center. No aluminum or coated conduit pipe shall be used. 7. Connections shall be designed for shear and eccentricity. Considering that the connection is an extension of the beam and girders. 16d COMMON 3-1/2"X 0.162" 20d COMMON 4"X 0.192" 19. All grout shall be non-shrink with a minimum compressive strength of 5000 psi. 8. All beams except cantilever beams shall be fabricated with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered end. 20. Install slab curing measures immediately after finishing on the same day as concrete placement. Cure slabs using curing paper or plastic with taped joints. Cover the wetted surface as soon 9. Fabricator Qualifications: A qualified fabricator who participates in the AISC Certification Program and is designated an AISC Certified Plant, Category STD at time of bid. as it can be placed without marking the surface. Keep surfaces moist during the cure period by providing additional moisture,wind barriers, sun protection and other methods to promote a 10. Contractor shall submit current AWS certification for each welder for each weld type shown on the drawings. slow cure. Use of a curing compound is prohibited. Loss of surface moisture shall be inhibited for at least 7 days by recommended methods per ACI 308. 11. All full penetration and partial penetration groove welds shall be inspected by ultrasonic methods by a licensed testing agency engaged by the owner. 21. Provide shop drawings indicating all fabricated dimensions, reinforcing layout, bar marks, cover,spacing, reinforcing grade and finishes,typical erection details,bend types, laps. Show an elevation of each wall. Shop drawings shall be submitted to the design professional ifor review prior to fabrication. 22. Contractor shall coordinate locations, sizes,extent,etc., of curbs,depressions,slopes, recesses, embedded items,openings in slabs,etc.,with architectural and MEP drawings. Information shown on these drawings is schematic in mature and may be incomplete. Indicate alll such items on shop drawings. CONCRETE MASONRY 1. All concrete block work shall conform to the Masonry Standards Joint Committee "Specification for Masonry Structures, ACI 530.1/ASCE6/TMS 602), latest edition. 2. Concrete masonry units shall conform to ASTM C90,Type I,with a net area compressive strength of 1900 psi. 3. Units shall be normal weight, 125 pcf. 4. Units must be sampled and tested in accordance with ASTM C140. 5. Net area compressive strength of the masonry,f'm (mortar and masonry unit assembly)shall be equal to 1,500 psi. 6. All grout shall conform to ASTM C476 and shall have a compressive strength equal to f'm or greater. 7. All mortar shall be Type S per proportion specification ASTM C270,. FRAMING GENERAL 1. All wood framing shall be installed in accordance with the American Forest and Paper Association "Wood Frame Construction Manual", latest edition. 2. All fasteners shall be installed in accordance with American Forest and Paper Association "National Design Specification for Wood Construction", latest edition. 3. All framing lumber shall conform to the following governing standards: A. American Institute of Timber Construction, "Timber Construction Manual,"latest edition. B. American Forest and Paper Association "National Design Specification for Wood Construction,"latest edition. 4. All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. 5. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. Rafters: Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Joists: Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Studs: Douglas Fir Larch Stud Grade, Fc=850 psi, E=1,400,000 psi. Kiln dried 15%moisture content Plates: Douglas Fir Larch Stud Grade. Surfaced Dry. Beams Douglas Fir Larch#1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry Posts Douglas Fir Larch#1, FC=1000 psi., E=1,600,000 psi.Surfaced Dry 6. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-1/2"thick preservative treated TimberStrand LSL treated sills. 7. Rim board shall be 1.25"Timberstrand LSL Rimboard. 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2003. 9. Where sawn framing lumber is flush framed to engineered lumber(LVL, PSL, LSL), glued-laminated, or steel beams,set the girders 1/4"clear below top of framing lumber to allow for framing lumber shrinkage. 10. All rafters and joists shall align directly with studs below;where required install additional studs. 11. Lap all plates at corners and at intersection of partitions. 12. The ends of beams shall be braced against rotation with blocking, hangers, bridging, bolting, or other means approved by the design professional. 13. At end walls where joists are parallel to wall, block first 2 bays where plywood sheathing panel edges are perpendicular to wall and every 4'-0"minimum. O jr41 14. No new or existingjoists shall be cut notched or holes added without approval.J PP 15. Stud bearing walls are to be 2x4 at 16"o.c. at the interior and 2x6 at 16"o.c. at the exterior unless noted otherwise. Stud bearing walls at the lower level of three levels shall be (2)2x4 or(2) '4 2x6 at 16"o.c. aY ,f. 16. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. 17. Where existing wall openings are to be infilled, reframe wall as required so all studs shall be continuous from floor to floor. ° 0 .;i 18. Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely installed, Including roof framing. � 1 065 19. Use double studs at ends of walls and ends of wall openings unless a larger post is specified on plan. 32 20. Provide double joists under partition walls that are parallel to the joist span. E9t � . 21. Use double trimmers and headers at all floor openings where beams are not designated. 22. Install solid blocking between joists under bearing walls that are perpendicular to joists. 23. Install facemount hangers at all flush framing conditions unless specified on plan. See Framing Connectors notes this sheet. 24. Anchor all rafters, hips, valleys and ridge beams to resist uplift E STANLEY ENGINEERS LLC 25. Bevel cut hip beams and valley beams. Nail plywood to beveled beam with 10d nails at 6"o.c. jj +��uWS�� WC, ^ +i R��.A 805 e:A A N ? P !F m �R'VP 3 F• P: 26. Block between all cantilevered joists and. install web stiffeners if I-Joists. 27. All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. 6 Water Street 28. Nails, unless noted otherwise on the drawings, shall be Common nails, as follows: Guilford, CT 06437 8d (2.5"x 0.131"), 10d (3"X 0.148"), 16d (3.5"x 0.162"),20d (4"x 0.192") 203-458-0210 Voice 203-458-0219 Fax www.edwardstanleyengineers.com PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 11 C. . . ;:.."_ ; architects, I.I.c. 80 Greenwich Avenue Greenwich, CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com . STRUCTURAL NOTES AND SCHEDULES S2 . 1 Scale: AS NOTED Project#: 14004 Date Issued: 04/14/2014 TOP OF FOUNDATION WALL EXISTING CONCRETE FOUNDATION WALL. IF WALL IS CONCRETE MASONRY, FILL SOLID WITH GROUT OR TYPE S MORTAR DOWN TO NEW FOOTING FOOTING. 12" NEW FOUNDATION WALL - EMBED 6" MINIMUM WITH HILTI RE500 OR HY150 ADHESIVE I I ° N ° ° ° TOP BARS WHERE < ° ° ° ° OCCURS. SEE ° ° ° 4 ° WALL SECTIONS ° ° 4 ° Orr < ° .a ° ° a Q ° ° a ° ° ° Z • •° Al • EXTERIOR FACE � iv p of ° d ° ° ° ° a ° 12" EXTERIOR FACE < < ° ' 112" 0 CO - - WALL DOWELS ui W ° o_0 of Z / a ° d SEE PLANS+ DETAILS t • • ° • `l ° - g � - - - - - - - � - - -I- - - - - - - - d ° ° CONCRETE RETURN. WIDTH < < ° N I < \ I TO MATCH EXISTING WALL, ° j a °d :_ , _I.....I...l ! ......._I I a C) m a g1 ° ° #5 REBAR AT TOP d ° 4 1'-6"TYPICAL - = FOOTING CONTINUOUS. EXISTING FOOTING 4° ° ° - I I I _ < _ i \ a ° LEAVE FACE ROUGH ° NEW FOOTING • • ° ° • • �< �.......; LU OF WALL AND 32 O.C. °, d' 1 cV ' N r' a ALTERNATE BEND �1 ° \ \ a d �.; I,-s ................: E N O O p" 12 VERTICAL SPACING. U DIRECTION � � , 1 , EMBED 6"MINIMUM #5 REBAR AT TOP OF WALL, z • • INTERIOR FACE INTERIOR FACE I d a i a 1j° ° ---_ I : , I..... -- : BOTTOM BARS ° WITH HILTI RE 500 AND 32"O.C.VERTICAL g ° I SPACING. I PER WALL SECTIONS W -- - ° EXISTING W a ° d ...,1E - T T \ CONTINUOUS WALL a, a I FOUNDATION WALL °° a --- NEW FOUNDATION WALL ~ ' j ' -- ""i _= \ FOOTING ........... E ._.. ... ._._._.__. ! ° EXISTING FOOTING 2 X T MINIMUM FLAT AREA FIRM, UNDISTURBED r - ° BETWEEN SLOPED AREAS OR RECOMPACTED SOIL OUTSIDE CORNER TEE-INTERSECTION INSIDE CORNER °d - Q T Lu J HORIZONTAL REINFORCEMENT AT CORNERS PLAN VIEW PLAN VIEW M 1'-s" 1 ND INTERSECTIONS OF FOUNDATION WALLS ('__2 NEW WALL TO EXISTING WALL- (`_3 TYPICAL STEPPED WALL FOOTING S2 2 SCALE 1 " = 1'-0" S2 2 SCALE 1 " = 1'-0" S2.2 SCALE 1" = 1'-0" INTERRUPT WWM INTERRUPT WWM SAW CUT 1/4 EXISTING FOUNDATION AT JOINT AT JOINT THE DEPTH OF THE SLAB MINIMUM �X X ° X 00 Q z i EXISTING FOUNDATION W O Z F / WALL 0 o Z Z = 2"X 3" CONTINUOUS KEY Q QQ m a m Z //� -I SEGMEINT3TOBEUNDERPINNEDAFTER CONSTRUCTION JOINT SAWN CONTROL JOINT z = w SEGMENT 2. DO NOT EXCAVATE HERE � q _ S I CONSTRUCTION JOINTS SHALL BE FORMED WHEN SAW CUT CONTROL JOINTS SHALL BE SPACED AT 2X THE SLAB " < FLAT JACKS OR TAPERED STEEL SHIMS AT UNTIL UINDERPINNING AT SEGMENT 2 IS it 9 z W I CONTINUOUS CONCRETE PLACEMENT IS INTERRUPTED FOR THICKNESS IN FEET(I.E. SLAB THICKNESS= 5",JOINT SPACING= 10')EACH F- p < 24" O.C.WITH 3"OF DRYPACK AROUND SHIMS C DIRECTION AND SHALL NOT EXCEED 15' � _ � J C7 I 30 MINUTES OR LONGER O 2 J Lu FW � Ow BOTTOM OF EXISTING FOUNDATION I~i ELASTOMERIC J SEALANT 4 O O O O O 2 BOTTOM OF X-s°X, d a dX X -;•;, ,;j;:i .;i /`i '; '`Y''' '' /' % ' i i f f ;/ UNDERPINNINGS 17771 PROVIDE CHAIRS TO ° a MAINTAIN REINFORCEMENT \ SHEETING BOARDS, BRACES, ETC. AT ELEVATION SHOWN CONCRETE SLAB `, 4'-0"MAXIMUM L11 LOWERED GRADE Of - PREMOLDED JOINT TYPICAL 1 O J 6"X6"W2.0 X W2.0 WWM PER PLAN FILLER NEW CONCRETE UNDERPINNING SEGMENTS � TYPICAL ELEVATION SAME WIDTH AS EXISTING FOOTING - SLAB ON SUGGESTED UNDERPINNING SEQUENCE XX-'�X GRADE A. HAND DIG EXCAVATIONS AT SEGMENTS 01 ONLY.WHILE DIGGING, SIMULTANEOUSLY PLACE SHEETING BOARDS AND BRACING.ALL 1 T a Q \ }' PITS TO BE SHEETED ON ALL FOUR SIDES. PACK VOIDS BETWEEN SHEETING AND SOIL WITH SOIL CEMENT. LEAVE A MINIMUM OF ISOLATION JOINT 12'-0"OF EXISTING UNDISTURBED SOIL BETWEEN ALL PITS. B. CLEAN BOTTOM OF EXISTING FOOTING. RECOMPACT DISTURBED SOIL AT BOTTOM OF PIT TO 95%OF SOIL's MAXIMUM DENSITY. � '' 4 C. POUR NEW CONCRETE UNDERPINNING FOR SEGMENTS( 1).AFTER CONCRETE ATTAINS 50%OF DESIGN STRENGTH,AS COMPLETED CONFIRMED BY CYLINDERS OR 96 HOURS, TRANSFER LOAD TO UNDERPINNING WITH FLAT JACKS OR DRIVEN TAPERED 2"X 4" UNDERPINNING SEGMENT STEEL SHIMS . PACK 3" DRY PACK INTO SPACE BETWEEN TOP OF UNDERPINNING AND BOTTOM OF EXISTING FOOTING.ALLOW - I I' CONTROL JOINTS DRYPACK TO CURE BEFORE PROCEEDING WITH STEP"D". D. REPEAT STEPS"A" , "B"AND "C"ABOVE FOR SEGMENTS 2 ONLY. E : E. REPEAT STEPS"A" , "B"AND "C"ABOVE FOR SEGMENTSU3 ONLY. F. DIG OUT SEGMENT®BETWEEN SEGMENTSOANDO .REPEAT STEPS"B"AND"C"ABOVE FOR SEGMENTS 4. ISOMETRIC VIEW (`_4 6"GRAVEL OR 10 MIL POLYETHYLENE VAPOR SUGGESTED UNDERPINNING CRUSHED STONE BARRIER. COLUMN FOOTING BELOW S2.2 SCALE 1 " = 1'-0" SLAB ON GRADE ISOLATION JOINT AT COLUMN NOTES (IF SPECIFIED ON PLAN) 1. THE UNDERPINNING DETAILS SHOWN HERE ARE A GENERAL GUIDELINE FOR THE CONTRACTOR.THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO PREPARE CALCULATIONS AND DETAILS FOR THE UNDERPINNING. SUBMIT SEALED AND SIGNED UNDERPINNING DETAILS AND CALCULATIONS TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL. DETAILS SHALL BE SPECIFIC TO THE FIELD CONDITIONS AND SHALL SHOW AN ELEVATION OF THE WORK, MATERIALS, DIMENSIONS,SEQUENCE,AND MEANS AND METHODS FOR NOTE: THE UNDERPINNING,SHEETING,AND SHORING. 1. ALL SLAB PANELS SHOULD BE APPROXIMATELY SQUARE. THE LENGTH SHOULD NOT EXCEED 1.5 TIMES THE WIDTH. 2. THE FULL EXTENT OF THE UNDERPINNING SHALL BE DETERMINED BY THE ENGINEER OF RECORD AFTER ALL EXISTING SOIL CONDITIONS AND FOUNDATION CONDITIONS ARE CONFIRMED IN THE FIELD. 2. SAW CUT CONTROL JOINTS SHOULD BE CUT WITHIN 4-12 HOURS AFTER CONCRETE HAS BEEN FINISHED. IF RAVELLING OCCURS DELAY 3. A PRE-CONSTRUCTION CONFERENCE AT THE SITE SHALL BE ORGANIZED BY THE CONTRACTOR PERFORMING THE WORK AND ATTENDED BY THE CONTRACTOR,THE ENGINEER OF RECORD,AND THE OWNER'S REPRESENTATIVE. SAWING. DO NOT DELAY BEYOND 12 HOURS. 4. INSTALL DEEPER PITS FIRST. 3. AT ISOLATION JOINTS, USE PREMOLDED JOINT FILLER SUCH AS ASPHALT-IMPREGENATED FIBER SHEETING, COMPRESSIBLE FOAM STRIPS, 5. BACKFILL BEHIND SHEETING BOARDS AS THEY ARE PLACED WITH SOIL CEMENT AND PUMP GROUT BEHIND SHEETING BOARDS AS NECESSARY TO PREVENT SOIL FROM RUNNING OUT FROM UNDER EXISTING FOUNDATIONS. OR OTHER APPROVED MATERIAL. 6. CONTRACTOR SHALL INSTALL ADEQUATE LATERAL BRACING TO PREVENT MOVEMENT IN THE EXISTING STRUCTURES AND UNDERPINNING. 4. FILLING OF CONTROL JOINTS WILL BE REQUIRED WHERE THERE ARE WET CONDITIONS, HYGIENIC AND DUST CONTROL REQUIREMENTS,OR 7. THE UNDERPINNING SHALL BEAR ON SUBGRADE HAVING A BEARING CAPACITY EQUAL TO OR EXCEEDING THE CAPACITY OF THE SUBGRADE UNDER THE EXISTING FOUNDATION.THE SUBGRADE AT THE LEVEL OF THE EXISTING FOUNDATION SHALL BE INSPECTED BY A LICENSED CONSIDERABLE TRAFFIC BY SMALL, HARD WHEELED VEHICLES. PROFESSIONAL ENGINEER RETAINED BY THE OWNER. 5. SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN AS DESCRIBED BELOW: 8. SUBGRADE SHALL BE INSPECTED BY A LICENSED ENGINEER PRIOR TO POURING CONCRETE UNDERPINNING. A. OPTION 1 (WITHOUT CONTROL JOINTS): EACH SINGLE POUR AREA SHALL NOT EXCEED 900 SQUARE FEET AND EACH SIDE OF THE PANEL 9. CONCRETE FOR UNDERPINNING SHALL BE NORMAL WEIGHT WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SHALL NOT EXCEED 30'-0" IN THE LONGEST DIMENSION. EACH SIDE OF THE PANEL SHALL HAVE A FORMED CONSTRUCTION JOINT. 10. DRYPACK SHALL BE A MIXTURE OF 1 PART CEMENT TO 2 PARTS DAMP SAND BY VOLUME,WITH 0"SLUMP. B. OPTION 2(WITH CONTROL JOINTS): EACH SIDE OF THE PANEL SHALL NOT EXCEED 90'-0"IN A SINGLE POUR. EACH SIDE OF THE PANEL 11. GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. , SHALL HAVE A FORMED CONSTRUCTION JOINT. SAWN CONTROL JOINTS SHALL BE LOCATED IN A RECTANGULAR PATTERN AS 12. DO NOT TRANSFER THE BUILDING LOAD ONTO A NEW UNDERPINNING WALL UNTIL THE UNDERPINNING HAS ATTAINED 50%OF ITS DESIGN STRENGTH. DESCRIBED ABOVE 13. IF WALL IS STONE RUBBLE WALL, REVIEW PROCEDURES WITH THE ENGINEER OF RECORD PRIOR TO BEGINNING WORK. EXISTING STONE RUBBLE WALLS TO BE UNDERPINNED SHALL BE TREATED BY PRESSURE INJECTED GROUT AT THE DIRECTION OF THE ENGINEER OF RECORD. 6. NO SLAB PANEL MAY BE CAST ADJACENT TO A PANEL THAT HAS BEEN IN PLACE LESS THAN THREE DAYS. 14. ALL SHEETING AND LAGGING TO REMAIN SHALL BE PRESSURE TREATED TO PREVENT DECOMPOSITION. 7. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW A PROPOSED SLAB CONSTRUCTION/CONTROL JOINT LAYOUT PLAN ALONG WITH PROPOSED METHODS FOR CONTROLLING SHRINKAGE CRACKING IN THE SLABS. 15. DEWATERING IS NOT ALLOWED WITHOUT WRITTEN APPROVAL FROM OWNER'S DESIGN PROFESSIONAL. 8. GRAVEL OR CRUSHED STONE SHALL BE PLACED ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95%OF MAXIMUM DENSITY 16. CONTRACTOR SHALL COMPLY WITH ALL THE RELEVANT PROVISIONS OF THE GOVERNING BUILDING CODE. 17. ALL LOTS, BUILDINGS,AND FACILITIES ADJOINING THE FOUNDATION AND EARTHWORK AREAS SHALL BE PROTECTED AND SUPPORTED. AT THE OPTIMUM MOISTURE CONTENT CONFORMING TO ASTM D-1557 18. ALL UNDERPINNING OPERATIONS ARE SUBJECT TO SPECIAL INSPECTIONS. 19. THE CONTRACTOR FOR UNDERPINNING SHALL HAVE COMPLETED FIVE (5)OR MORE UNDERPINNING PROJECTS OF A COMPARABLE SIZE AND TYPE TO THIS PROJECT AND MUST HAVE AT LEAST FIVE (5)YEARS EXPERIENCE IN THIS WORK. INTERIOR SLAB ON G20. THE OWNER SHALL RETAIN A LICENSED SURVEYOR TO SURVEY ALL LOAD BEARING WALLS, PIERS AND COLUMNS TO BE UNDERPINNED. THE SURVEYOR SHALL CHECK THE DATUM OF SUCH STRUCTURAL ELEMENTS ONCE EVERYWEEK FOR THE DURATION OF THE WORK. rJ EXCAVATED MATERIAL AND SURCHARGE LOADS SUCH AS EQUIPMENT AND TRUCKS SHALL NOT BE PLACED CLOSER TO THE EDGE OF ANY EXCAVATION THAN A DISTANCE EQUAL TO ONE AND ONE-HALF TIMES THE DEPTH OF THE EXCAVATION. 22. THE DEPTH OF THE UNDERPINNING PITS SHALL BEA MAXIMUM OF ONE 4'-0" LIFT. THE LIFT SHALL BE WITHOUT HORIZONTAL CONSTRUCTION JOINTS OR COLD JOINTS. MULTIPLE LEVELS OF UNDERPINNING (STACKED)SHALL NOT BE PERMITTED. D/2 S2.2 SCALE 1 " = 1'-0" BEND DIAMETER SCHEDULE \ \ BAR SIZE BEND DIAMETER, D TURN DOWN W.W.M. TURN DOWN W.W.M. 1 1 #3 THRU#5 D=4d AT STEP AT STEP #6 THRU#8 D =6d COAT ALL SURFACES OF STEEL ENCASED IN OE ��* i KEYWAY ' KEYWAY ��2 #94 THRU#18 D=80d COLD GALVANd CONCRETE IIZED PAINTH 2 T I STEEL COLUMN T.O. SLAB BAR LAP LENGTH SCHEDULE, Ld OR APPROVED EQUAL ^ .�. T.O. SLAB ° PER PLAN HOOKS AND BENDS < PER PLAN X X X X i X X__ SIZE d c 1.5d 1.5d <=c<2d 2d <=c<2.5d 2.5d <c \ 10"X 10"X 3/4"STEEL BASE PLATE �• °� f'c=3 f'c=4 f'c=3 f'c=4 f'c=3 f'c=4 f'c=3 f'c=4 1/4" ` 1„ °° ° "Ld" 12" MIN ON 1Z NONSHRINK GROUT d X ,. , ..z._,..._', ...... °X. r ( #3 #6 65d 56d 44d 38d 33d 28d 26d 23d 71 d 55d 48d 41d 35d 33d 28d 0 82 <4 � �:_r. V r _ ( � s:iw-�1^' .5... .� ..q!Ri. _ 6 1 ° T.O. SLAB __ ;,y-zrt . .:$ ; r_r °a . W_._.:: <. r� a T.O. S d""Lp X° X .._.__�..- . .. ° a PER PLAN _.;;_...._..;r,. PER PLAN. X d X - �1 R DIAMETER LEVELLING NUT I X X X X - X X "X 1 5 IF EPDXY COATED WITH ARENOT PERMITTED �a X X X X X d ° \ I COVER 3d OR CLEAR SPACING<6d I,,_._ II _u. s. .,,.. ,.> ° _- k BAR LAP LAP SPLICE) 00 ,. 2 "LD"X 1.2 ALL OTHER EPDXY COATED �/ �-.�;.' 3. "LD"X 1.3 IF 12"CONCRETE BELOW p ;..-� .<..��, " .> _j Ar�, y ,.......:,,,�: �C-M 1\,..� \,....5% ._._.i �c'�;f _ v ' Ti.'�*.'a ' ^y"v vF !� f .."a_• l 4 S l #S '�. •,y , C� ��.. ..2 _,� a , SPLICE ,C � T '. ..s ....... ..z ... .r.T,.,.. ° 3 Y R ti- i 1 lkk. .Jk ... \cS.S .<... Tr ... X' "i.., S„ ._ (;~ ..._I 1 , � _,;,--._. ............::__. ,.. � � � z�, � �,r:. 4. "LD"X 1.3 IF LIGHT WEIGHT AGGREGATE -I; i E 1 r d --I �.., 6 Water Street ..........:! r _._.... -:::-- r I � - : - I-F r , - ; --'!_ 5. CLEAR COVER>d AND CLEAR SPACE>2d _ _'::._.__, r 1...._ .i I L.........1 }� +�. .y} .-fi , ,< 1 --I .i ,."a • cfv 1Al- 203-458-0210 / ... .. .. . 'E E..N.y...c..Tx...4:..?.'�. _.'.._�"�J:.;....",...i.�`��.i:�W«_I r i'::'::::': ..__:a' ._�.....,,'...... ......... ...__..:;. __.: ...... _ . , .-.-. �.�_, Guilford, CT 06437 .T. _...._I _.:..I ° - REBAR TO BE 6. X 1.3 FOR CLASS BSPLICE /NONSTAGGERED ° 203 458 0210 Voice _.. . .......:.: t .: : - i:. LAP SPLICED a :_.. . TIP .._ _.;, ...... . _ - 1' E ,-- Fax --! 2 9 -' -- -- 2wnvw ed ardstanle en ineers. m j.......... E._._.! I it .. -�O� 3 UNDISTURBED SOIL OR `� UNDISTURBED SOIL OR a ° / "CLEA� PERMIT SET - NOT FOR CONSTRUCTION 8 RECOMPACTED STRUCTURAL 8 RECOMPACTED STRUCTURAL a ' ,' \6' '! - ' SEE PLAN FOR FOOTING SIZE 7832 Clay Point Road Residence FILL.SEE TYPICAL SLAB FILL. SEE TYPICAL SLAB ON � o'. ON GRADE DETAIL GRADE DETAIL ' 3"CLEAR AND REINFORCEMENT. BEAR ° _ ON FIRM AND UNDISTURBED Fishers Island, New York 06390 SOIL 3/4"ASTM F1554 ANCHOR BOLTS . architects, I.I.C. i WITH 6" LEG, EMBED 9" INTO CONCRETE 80 Greenwich Avenue Greenwich,CT 06830 'c', PER TIE HOOK 203.629.4646 Tel 203.629.0717 Fax ELEVATION CHANGE BAR� LAP SCHEDULE CLOSED TIE \�' �� "�-�� www.kaehlerarchitects.com " - - PIPE/TUBE COLUMN 6 T SLAB ON GRADE 7 TYPICAL HOOKS AND BENDS s ON SPREAD FOOTING- S2.2TYPICAL DETAILS SCALE 1r� = 1 .011 .2 SCALE 1., = 1,_0,. SCALE1 _ 1._0,, SHEET A S2 . 2 S2.2 - Scale: V=1'4' Project#: 14004 Date Issued: 04/14/2014 3"X 3"X 1/4" PLATE 3"X 3"X 1/4"PLATE WASHER,TYPICAL -- WASHER, TYPICAL 7" MINIMUM 7" MINIMUM \ PRESSURE TREATED SILL PLATE WITH \ PRESSURE TREATED \ SILL PLATE SEALER, SILL PLATE WITH 1/2"X 10" LONG SILL PLATE SEALER ANCHOR BOLT COORDINATE SO BOLTS P= CONCENTRATED LOAD FROM BEAM OR COLUMN `` 9AT 16"O.C. FIT BETWEEN JOISTS PROVIDE(4)ADDITIONAL BOLTS AS SHOWN 1/2"X 10" LONG ,\\ FILL CELLS SOLID ANCHOR BOLT . WITH GROUT--- STEEL PLATE a ` \ STEEL PLATE SEE STEEL PLATE SEE 3" 0"-16" 16" 16" 4" 4" PLAN FOR SIZES PLAN FOR SIZES TYPICAL ° \ P — ADDITIONAL BOLTS 4 ° „O. " - , _-1 I I i 1- N p P-- ; ...._.........__._. _..._. _..__......._._..._._._._.... ..__... ...__._... _...._._._._...__ __.__ ___.___._.. .__ .__._ ._._ _._._._._-._-_.___ .__._ _________._._.__._._._._._._ _______._._._._._ _._.._. .__._.________.___......._ I � i w a STEEL PLATE FLUSH STEEL PLATE FLUSH BOTTOM OF LVL WITH BOTTOM OF LVL ° \ ; �2 UJ w SO BOTH BEAR ON SO BOTH BEAR ON % SUPPORT SUPPORT d �= ` o_ aSIN � ® ......_......_.... _... _.._......._..�............................ .......... .._.............. .......... ®........._._..........._.._...� ._...._ ....__..._......_...._._..........._.._..._.. .......... _._.............._..........._...._... _._..._..._... .._.... ...._.._._....__..........................__.... .___ -...... N v 4 LVL, SEE PLAN LVL, SEE PLAN FOR SIZE -- FOR SIZE a ° v HOLE PATTERN IN STEEL PLATE SECTION SECTION CONCRETE ° CMU 1/2" DIAMETER BOLTS WITH WASHERS FOUNDATION FOUNDATION BOLTS SHALL BE A307 OR CARRIAGE BOLTS OR A36 THREADED ROD WALL HIGH WIND WALL HIGH WIND NOTE: ALL HOLES 9/16" 7" MINIMUM 7" MINIMUM PRESSURE TREATED FLITCH PLATE BEAM LVL SILL PLATE WITH ,\ 3 PRESSURE TREATED �. SILL PLATE SEALER SILL PLATE WITH �.� 1/2"X 10" LONG �`�, 52.3 SCALE 1 " = 1'-0" SILL PLATE SEALER ANCHOR BOLT \ 1/2"X 10"LONG \' = FILL CELLS SOLID ANCHOR BOLT WITH GROUT AX 0�� O OG� t v d4 / ' 5QP/ i SQPO'i a = ap ° d —FOOTING OR PIER \ ° e� d a �J�jy a a v \ � PER PLAN � \ d BUTT p p d a o o \ JOINT ° a ° (8) 16d NAILS EACH v ° ° o SIDE OF BUTT JOINT v\ DOUBLE CONCRETE ° CMU o \ TOP PLATE 5/8"THICK BASTE PLATE FOUNDATION FOUNDATION o o UNLESS NOTED OTHERWISE WALL i WALL , o ON FOOTING OR PIER �� a / HEADER 1/4" p ° / ° PER PLAN \ ° ° d 4 ° a p 4 ' ° d p° a d ° N STEM WALL °Ct a --- -- -- --- ---- ®o 0o Lop 4 p o BUTT a p JOINT r BUILT UP d POST 0 ON WALL CONCRETE L CMU = FOUNDATION FOUNDATION WALL WALL i TYPICAL COLUMN BASE r��sc�Fss 1 PLATE FOR HSS COLUMN- 2 TYPICAL SILL PLATE CORNER CONDITIONS2.3 SCALE 1.. = 1.-0" S2.3 SCALE 1 = 1 9_011 NOTES: 1. MINIMUM TWO ANCHORS PROVIDED FOR EACH SILL PLATE 2. ANCHORS CENTER ON SILL PLATE WIDTH DOUBLE STUD TOP PLATE TYPICAL BUTT JOINT CENTERED GROUT 100%SOLID ON OPENING �h 1 FULL MORTAR JOINTS ALL SURFACES OF CMU � �o o _ � (8) 12d NAI..-;; EACH �—�SIDE OF BUTT JOINT j � o CMU PIER PER PLAN � VERTICAL REINFORCEMENT PER PLAN FQ o DOUBLE TOP PLATE o HEADER ' a PER PLAN o i SIMPSON STRAP LSTAXX STUD, o ' EACH FACE TYPICAL ' r' DOWELS PLACED DIAGONALLY �Q AT CORNERS. SAME NUMBER AND SIZE AS VERTICAL PIER z REINFORCEMENT U) U �Q BUILT UP POST a � `FQ o Q U J FOOTING,SEE PLAN FOR SIZE AND REINFORCING. L HEADER \op, _"h a Q PER PLAN 4 4 STUD Op S1C � Q Q < BUILT UP • • G Q 4 • POST aSTANLEYENGINEERS LLC il AA j.........; Water Street ............ CONTINUOUS TOP PLATE ' _ ' _... Guilford CT 06437 --- _. N T I N U U DOUBLE 203 45B-021 0 Voce _._._._._, 203-458-0219 fc�x 6 INTERRUPTED BY HEADER 203-45www,e -0219anleyengineers.com 4 TYP I CAL CMU PIER 5 I NTE RRU PTE D BY HEADER 52,3 SCALE 1" = 1'-0" PERMIT SET - NOT FOR CONSTRUCTION S2.3 ALE 1-1 2" = 1 '-0" S2 3 SCALE 1 " = 1 '-0" 7832 Clay Point Road Residence Fishers Island, New York 06390 m... . architects, I.I.c. 80 Greenwich Avenue Greenwich,CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com TYPICAL DETAILS SHEET B S2 . 3 Scale: AS NOTED Project#: 14004 Date Issued: 04/14/2014 SIMPSON CS20 X 18" LONG STRAP TIES AT 16"O.C. ,>%' � ; RATED FLOOR/ROOF SHEATHING. SEE RATED FLOOR/ROOF i STRUCTURAL NOTES j SHEATHING. SEEo ' NAIL PLYWOOD. STRIUCTURAL NOTES % 10d AT 4"O.C.ALONG JOIST/RIM TO PLATE: SOLID BLOCKING IN i LENGTH OF SHEARWALL SIMPSON LTP4 AT XX" FIRST BAY AT 4'-0"O.C. SPACING. NAIL PLYWOOD TO BLOCKING ROOF RAFTER (SEE PLAN FOR ROOF/FLOOR JOIST----\\ \ o SIZE AND SPACING) ` ROOF/FLOOR JOIST i `. ° \�—CONITINUOUS TOP PLATE \ \\ \ 010 CONTINUOUS TOP PLATE EDGE NAIL SHEATHING PER EDGE NAIL SHEATHING PER ROOF RAFTER SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE TOP PLATE .'� ; o < .'J 0, �JOIST/RIM TO PLATE: SOUID BLOCKING AT I SIMPSON LTP4 AT XX" NAIL PLYWOOD. ° INTERIOR WALL (SHOWN) SPACING. 10d AT 4"O.C. .1000 OR CONTINUOUS RIM °° ' ALONG LENGTH °°°° UJ °AT EXTERIOR WALL. ° ° ° MTS12 OF SHEARWALL � 2X STUDS AT 16"O.C. 2X STUDS AT 16"O.C. SIMPSON H2A ,/ / WEB STIFFENER f' � EVERY RAFTER ° / EACH SIDE OF JOIST \ WALL STUD ° / SOLID JOIST(NOT TJI) ° OR RIM. (SEE PLAN) �/ ° ° / BLOCKING AT PANEL /" BLOCKING AT PANEL EDGES(ABUTTING MEMBER) EDGES(ABUTTING MEMBER) JOIST/RIM TO PLATE: PER SHEARWALL SCHEDULE JOIST/RIM TO PLATE: •• PER SHEARWALL SCHEDULE SIMPSON A35 ON FAR ° SIMPSON A35 ON FAR m °° SIDE AT XX"SPACING. — SIDE AT XX"SPACING. ° ° BLOCK BEHIND ALL BLOCK BEHIND ALL PLYWOOD PANEL EDGE PLYWOOD PANEL EDGE o I'. °o ABUTTING MEMBERS(WHEN PLYWOOD ° i'Of ABUTTING MEMBERS(WHEN PLYWOOD ° °° PANELS ABUT ON FRAMING MEMBERS) ° PANELS ABUT ON FRAMING MEMBERS) i POST PER PLAN AT ° SEE SHEARWALL SCHEDULE POSE PER PLAN AT SEE SHEARWALL SCHEDULE END OF SHEARWALL, a> END OF SHEARWALL, COORDINATE WITH m COORDINATE WITH HOLDOWN LOCATION. HOLDOWN LOCATION. EDGE NAIL SHEATHING / EEDGENAIL SHEATHING ° - - TO POST. OPTION 4: /° ° / TO POST. ° // LSTA21 °°°o° ° / ° m HO'DOWN PER PLAN, ° m LTP4 � �'� ° �n� � � � ° �A� � HOEDOWN PER PLAN, SEE'TYPICAL HOLDOWN SEE TYPICAL HOEDOWN I ) .( OPTION 3: MTS20 °° EDGE NAIL TO ABUTTING MEMBERS � ° G1'" ° m DETAIL. EDGE NAIL TO ABUTTING MEMBERS ° G I � m DETAIL. 00 ,- ° 51R OT ° ° 5fR� OT p OPTION 2. LFTA LLJ \ � ° 00 I` ov� ° O I` O��i OPTION 1: CS20 X 22"LONG � ° REIV' G�� G'I ° Q�� OU 1. STEEL CONNECTORS BY SIMPSON STRONGTIE sf1 Of ° 0� �\ 1 1 '� 0f ° 0� 2. CONNECTOR REQUIRED EVERY STUD 00 I� E ° �\ 5 0 f� AVE,( ° 3.SELECT ONE OF FOUR OPTIONS SHOWN oov ° SILL PLATE PER O EIS' /�U I ° \ SILL PLATE PER PAINT PLYWOOD ON INTERIOR I( � SHEARWALL SCHEDULE PAINT PLYWOOD ON INTERIOR -� R V \ SHEARWALL SCHEDULE SHEAR WALLS ON BOTH SIDES OF 0 SHEAR WALLS ON BOTH SIDES OF 0 \ �\ PANELS WITH TEXT AS SHOWN ° \ ° ° \ PANELS WITH TEXT AS SHOWN ° \ \ PLYWOOD- ° \ °° SEE SHEARWALL SCHEDULE ° EDGE NAILING PER SHEARWALL SCHEDULE PLYWOOD- ° EDGE NAILING PER \ ° STAGGER HORIZONTAL JOINTS ° \ SHEARWALL SCHEDULE ° SEE SHEARWALL SCHEDULE STAGGER HORIZONTAL JOINTS \ � � ANCHOR BOLT PER FIELD NAILING PER FIELD NAILING PER STRUCTURAL NOTES WITH ° SHEARWALL SCHEDULE \ / ° \ SHEARWALL SCHEDULE \ 3"X3"X1/4" PLATE WASHER ° \ EDGE NAILING PER ° \ DGE NAILING PER PRESERVATIVE TREATED SHEARWALL SCHEDULE SILL PLATE PER STRUCTURAL SHEARWALL SCHEDULE NOTES, S2.1 TYPICAL SHEARWALL DETAIL - ISOMETRIC TYPICAL SHEARWALL DETAIL - ISOMETRIC 2 JOISTS PERPENDICULAR TO WALL. r3 JOISTS PARALLEL TO WALL SIMPSON LTP4 S2.4 SCALE 1 " = 1'-0" S2.4 SCALE 1" = 1'-0" AT 48"O.C. SIMPSON CS20 j i� a as STRAP WRAPPED / ' a UNDER SILL PLATE CONCRETE / a FOUNDATION WALL 5"MIN. - CONCRETE FOUNDATION HORIZONTAL �450 WALL PER PLAN,8"MIN. �y° _� 4S° REINFORCEMENT 1. STEEL CONNECTORS BY SIMPSON STRONGTIE �'� PER PLAN 2.STRAP REQUIRED AT ENDS OF WALLS AND AT 4'-0"O.C.AND EACH SIDE OF \ \� OPENING (WINDOW/DOOR) IN WALL. j a I f 3. ALIGN STRAPS AT FLOOR LEVELS AND AT ROOF TO CREATE A DIRECT LOAD PATH 4a HIGH WIND - ri _ z \ SIMPSON SSTB PER OUTSIDE FACE —SIMPSON SSTB PER WA L L R E I N F O R C E M EN T PLAN INSTALLED AT OF WALL PLAN INSTALLED AT n — ri 45°TO WALL 45°TO WALL S2.4 SCALE 1 — 1 -0 END CONDITION TYPICAL CONDITION 1 3/4"MINIMUM EDGE DISTANCE _ TOP REINF, 1 ° O PER PLAN LENGTH OF EMBEDMENT PER MANUFACTURERS _� CONCRETE SPECIFICATIIONS t • FOUNDATION WALL E= EDGE NAILS=NAILS AT PER PLAN,8"MIN. % EDGES OF PLYWOOD PANELS MAINTAIN 3" MIN.CLEAR fo FROM BOTTOM OF SIMPSON SSTB FOOTING TO ANCHOR. PER PLAN F = FIELD NAILS = NAILS AWAY FROM THICKEN FOOTING a = p II --• EDGES AND ALONG RAFTER LINES IF REQUIRED. ' •—� a O NS x SECTION STAMP AT END OF SSTB r 5 SIMPSON INSTALLATION- RIDGE BEAM S2.4 SCALE 1 " — 1'-011 EDWARD STANLEY ENGINEERS 6 Water Street EDGE ZONES E: 8d AT 6"O.C. Guilford, CT 06437 F: 8d AT 6"O.C. 203-458-0210 Voice 203-.458-0219 Fax www.edwardstonleyeng i neers.com Fo Oxo° °tie ' ELSEWHERE PERMIT SET - NOT FOR CONSTRUCTION C\O� / G� E: 8d AT 6"O.C. F: 8d AT 12"O.C. 7832 Clay Point Road Residence Fishers Island, New York 06390 d.,.ro. architects, I.I.c. 4 PLYWOOD ROOF SHEATHING NAILING 80 Greenwich Avenue Greenwich,CT Fax 203.629.4646 Tel 203.629.07177 Fax SCALE 1/4" = 1 '-0" www.kaehlerarchitects.com S2.4 TYPICAL DETAILS SHEET C S2 . 4 Scale: AS NOTED Project#: 14004 Date Issued: 04/14/2014 RIM JOIST, BEAM, OR BLOCKING IF APPLICABLE TOP PLATE SIMPSON A34,A35, 7/8"MAXIMUM WOOD SHIM 2X FLAT SHIM BLOCK % LTP4, LTP5 AT XX"O.C. WITH SDS 1/4"X 3-1/2"SCREWS. FOR SHIMS GREATER THAN 718" — 4"SHIM BLOCK ATTACH WITH SDS 1/4"X 4-1/2" (8" MAX. DEPTH) 1/4" HOLES TO ATTACH SEE 5/SSW2 � OPTIONAL BLOCKING O O O O ATTACH TOP OF WALL SCREWS TO SHIM BLOCK INSTEAD OF SDS 1/4"X 3-1/2" ATTACH SDS SCREWS STEEL STRONG-WALL OR FRAMING SD TOP PLATES WITH SDS 1/4"X 3-1/2"SCREWS 0 0 0 SCREWS PROVIDED 0 0 0 0 NAILING TO SHIM BLOCK (PROVIDED) 0 O O O O ADJACENT FRAMING O O O O ADJACENT FRAMING BY OTHERS PRE-ATTACHED STEEL PANEL PER PLANS PER PLANS FRAMING BY / WOOD STUDS I OTHERS, 2x FLAT SHIM BLOCK 4x SHIM BLOCK � 0 0 0 o TYPICAL o JOIST HANGER / (IF REQUIRED) / HOLES DRILLED IN � OPTIONAL PILOT HOLE STUDS FOR WIRING 0 0 0 0 4X SHAPED SHIM PREFBRICATED LES IN STEEL BLOCK(12"MAX. J CRIPPLE SHEAR WALL, ADDITIONAL 1-1/8"0 HOLES O � O O PANEL. (VARY WITHOEACH MODEL} DEPTH (1 TALL END) BLOCKING AND STRAP MAY BE DRILLED THRU L L BY OTHERS WOOD STUDS AT ANY HOLE . . . . . . . . . / ADDITIONAL CUTTING OF STEEL WALL OR ENLARGING SIMPSON A34,A35, . LOCATION MATCHING AN O � O O HOLES NOT PERMITTEDF EXISTING LTP4, LTP5 AT XX"O.C. � � � ° I � � L. OBROUND HOLE IN STEEL Ile� 1° i I PANEL FLANGE ATTACH SDS SCREWS ATTACH SDS SCREWS PLACE SSW PANEL OVER c° TO SHIM BLOCK TO BLOCKING THE ANCHOR BOLTS AND SECURE \ ELECTRICAL BUSHINGS ADDED 0 0 0 0 ° ° ° ° WITH HEAVY HEX NUTS. (PROVIDED) SECTION ° o ° ° AT ALL ROUND MECHANICAL HOLES do! O �O O ADJACENT FRAMING O O O O ADJACENT FRAMING USE 1Y4"WRENCH/SOCKET FOR 3/4" NUT PER PLANS PER PLANS USE 15/8" WRENCH/SOCKET FOR 1"NUT SEE SHEET SX.X FOR NUTS SHALL BE SNUG TIGHT. ANCHOR BOLT DESIGNATION RAKE WALL CRIPPLE WALL DO NOT USE AN IMPACT WRENCH. Bu u SX,X SIMPSON S TOP OF WALL HEIGHT ADJUSTMENTS- (`-2 CONNECTION AT FOUNDATION 3 SINGLE-STORY SSW ON CONCRETE S2.5 SCALE 1 " = 1'-0" �S2.5 SCALE 1 " = 1'-0" S2.5 SCALE 1 If = 1'-0" 1" MIN. -ryp FASTEN PLYS TOGETHER WITH 1/2"PLYWOOD SHEATHING BETWEEN % 16d COMMONS AT 16"O.C.ALONG 2X HEADER PLYS SHALL MATCH EACH EDGE OF BEAM HEADER DEPTH AND EXTEND FULL + +� 16d NAILING. SEE SIDE WIDTH OF SSW, MINIMUM. � 2.. VIEWS FOR SPACING rIN 2,. INSTALL SDS 1/4"X 3-1/2"SCREWS ° ° ° ° / HORIZONTALLY THROUGH LVL OR j INSTALL SDS 1/4"X 3-1/2" 2X HEADER PLYS. (4)TOTAL FOR SCREWS. SEE SIDE VIEW SSW12, (6)TOTAL FOR SSW15, FOR NUMBER&SPACING SSW18,SSW21 AND SSW24 SDS 1/4"X PROVIDED WITH WITH SCREWS (SCREWS BY INSTALLER) WALL NOTES: STEEL STRONG-WALL ` `�—_ WITH SCREWS 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY SDS 1/4"X COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY SHALL BE BROUGHT (SSW18 SHOWN) PROVIDED WITH WALL TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. SSW 2. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. SIDE VIEW SWW WITH MULTI-PLY HEADER SWW MULTI-PLY HEADER CROSS SECTION 4 FIRST F AT WOOD FRAMING_ S2.5 SCALE 1 " = 1'-0" NOTE: MULTI-PLY HEADERS MAY BE USED WITH STEEL STRONG WALL FOR WIND DESIGNS OR IN SEISMIC ZONES 1-3 (UBC)OR SEISMIC DESIGN CATEGORIES A-C (IBC& IRC)ONLY O CFES9t0 EDWARD STANLEY ENGINEERS LLC 6 Water Street Guilford, CT 06437 203-458-0210 Voice 203-458-0219 Fax www.edwardstanleyengineers.com PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 ` architects, I.I.c. 80 Greenwich Avenue Greenwich,CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com TYPICAL DETAILS SHEET D S2 . 5 Scale: 1"=1'-0" Project#: 14004 Date Issued: 04/14/2014 16d NAILS AT 6"O.C. WALL BEYOND 8d NAILS AT 6"O.C. LSL RIM JOIST SILL PLATE AND ANCHOR BOLTS PER BOTH SIDES / 6X6 W2.0 XW2.0 WWM SILL PLATE AND ANCHOR STRUCTURAL NOTES ON SHEET S2.1 i PREMOL.DED JOINT FILLER % PLACED 1"CLEAR SILL PLATE AND ANCHOR / BOLTS PER STRUCTURAL 6"CONCRETE STEMWALL FROM TOP BOLTS PER STRUCTURAL / NOTES ON SHEET S2.1 ` , / CHAMFER EDGE NOTES ON SHEET S2.1 _ i TOP OF SLAB / / TOP OF STEM _X_XX X PER PLANS / V , (1)#5 TOP BAR CONTINUOUS N • PER PLANS L X D LAP 2'-3". PLACE 2"CLEAR / - - 1 X X X X X FROM TOP AND SIDES / \ / !- i '! r'-I-'__;_l D -_ -- - -_ 1 "'i 1 r��I i' _.i' i. : TOP OF\WALL O2 #5 TOP BARS CONTINUOUS t?.. ) >' °• , ... PER PLANS o ,., t;. .. _ I_i 'tI .! {.! `�^ tel,: __).,.i,l ,..�` �,; �F.......l._,(..�t _..... LAP 2 3". P ACE 2 CLEAR FROM :.: - - r : �;: _ ..' D ;...... , r Zl... TOP OF WALL y 2 #5 TOP ARS CONTINUOUS - TOP AND S - O - I PER PLANS - I E Cp- L .... ...... P 2'-3". PACE 2"CLEAR I --I I- I — a - - d 2 #5 TOP CONTINUOUS Q ,.:._�.._I i:._......:i;- �.i 3....,3 e i�.... .... ._. T ..... TJI FLOOR JOIST _.:: .._.....,.;.._ ,. -FROM TOP ND SIDES 4 -; _ -- ' i • • _- _._: I......... 1 d �;.__.�.,:;..._..._ ::., 1 -' ,"'�� Lit LAP 2'-3". PLACE 2"CLEAR PER PLAN a .__.: :-.._._..�I _._..., , --1;:.._...... :......_...:....._.. (;._._.,,; _j i 2X4 KEY WAY D -- -I;: --; , . _..,I 4 MIN. ,:_...... I -�.._:_......i:. :_. _: -W: j::::':! ::' ..; FROM TOP AND SIDES d � #4 AT 2'-0"O.C. #4 AT 2'-0"O.C. L � / a PRE MOLDED COMPRESSIBLE �— #4 AT 2'4"O.C. Z JOINT FILLER POROUS, GRANU R D .� POROUS, GRANU R d / BACKFILL --- % d 6X6W2.OXW2.OWWM ? io Z BACKFILL PLACED 1"CLEAR FROM TOP a ci o ° a cD C TOP OF SLABc;o C.io L o d j PER PLANS c r". c < _. 0 LO U A'..: . ., ,yy a 'T`"c:'i�=.a` il.`.^, 4C. r (D 0c7"S C C? i? r T ` FOUNDATION DRAIN o ~ c --1�> ' oE A DRAWINGS JSE FOUNDATION DRAIN c" I co - (3)#5 BOTTOM, CONTINUO USSEE A-DRAWINGS rLAP 2'-3". PLACE CLEAR a (3)#5BOTTOM CONTINUOUS -- FROM BOTTOM AND SIDES a LAP 2'-3". PLACE 3"CLEAR FROM d . - : : " (3)#5 BOTTOM BARS CONTINUOUS a a i;:;:;:.: I_::�:'. ,�.._.,1 ,. ._.._.I; . 3 CLEAR �' �1 • • • -BOTTOM AND-SIDES 3 i� -- i % . :.: -- Q: LAP 2-3 . PLACE 3 CLEAR _ W. , i. i. - -FROM- BTTOM-AND-SIDES -;; --;I(-_. - --; i1 E...__...: :........:!,..._..._;::.._....,I,,. ....::I - SEE PLAN SEE PLAN 3"CLEAR , s , -' 3"CLEAR I'�._W.; SEE PLAN SEE PLAN I.SEE PLAN SEE PLAN ih SEE PLAN SEE PLAN SEE PLAN TYPICAL SECTION 1 TYPICAL FOUNDATION WALL- 2 TYPICAL FOUNDATION WALL 3 T GARAGE DOORS3.1 SCALE 1.r _ 1 _0,1S3.1 SCALE 1 " = 1._0„ S3.1 SCALE 1 = 1�_011 Q . ti/Ij SF1� a r S 065562 EDWARD STANLEY 1 ERLLC SUZUCTURMS � 6 Water Street Guilford, CT 06437 203-458-0210 Voice 203-458-0219 Fax www.edwardstanleyengineers.com PERMIT SET - NOT FOR CONSTRUCTION 7832 Clay Point Road Residence Fishers Island, New York 06390 architects, I.I.c. 80 Greenwich Avenue Greenwich,CT 06830 203.629.4646 Tel 203.629.0717 Fax www.kaehlerarchitects.com FOUNDATION DETAILS SHEET A S3 . 1 Scale: V=1'4' Project#: 140134 Date Issued: 04/14/2014 3 2 27'-2 1/2" 341 1 41'-1 1/8' W-71/2" 1 45 T-1 0 3/4" 19'-8 1/2" X-4 1/4" 16'�s 14" 3-2u 2'-101/2" 51.110111 51-10 �0'-10 1/2" 8' 4'-10 5/8" !_11 1/8" 61 '-41/211 Z-1/4" 5/8" 3-2" 31 1 71 31 W-11 1/2'. 27'-3/8" 31 71 31 V-11 1/4" T.6.GRA385'DP W.F.) EQ ------------- ————————— F-x44f 4311 =7.7-1— L 7_1 - - - F- L = = = __ -� C = = _ l i i I I N I I I I G I L2 -4 + f_= -4 4P 12 la F Ln J I i '-- � C = til I 19 SC J \ -'71 E PROPOSED R El 2 1 21 1 1 1 TE RA i i �ti PORCH 12 12 31/2 "11 " 28 M - - - - - - - - - - - 19 - - - - - - 15a L - - - - - Tj - - - - - L:— E IN STONE 1E1EE EL:3%5' - - I-_ _______ -_--- - - I 1c T.O.T Ile 0 1 CD1 0)6 4 5P 6c �122 7 H BATH - -1 --j L L D12 STUDY 103 C 21 BEDROU co - - — -- -------------- ------- -- BEDROOM t 1 1 � 123 D107 (DI27) 112 04 C4 BEDROOM I 9b _1/2' 6'-5 1/4" V-110 112n 0) 121ii I X r DINING 79a 41 104 79a J� LO CLOSET DESK 110 D12 11 C� Yx _J — — — — — — — — — — — — — — — — — — — - — - — — — — — — — — — — I— — — — — — — X -- — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — N_ - — -i- — — — i AtL' , 124 120 123 1 I OCLG H 6p 77d C4 I 6P CO) —----- 0 GREAT ROOM cm D120 .3 102 I I I � 'I � O CL@,Hr. 'Co -- o Z 1 0 7'.4"\V.F. c HALL I 0 1 0 i� ' D137 C4 ti V_ I �� RIEF. §1 - 108 D131 1 10 Itt _J BATH ! A> STAIIR� : I 91f CATH 109 8 T T CLIOSET 0 1-1-F1 N ------- 124 0 19 d t5ritl 1)113� Ile D E12 67 -------- ......J 3 10 F_ E50 IOOM r LL PW f 67h 7 - - - - - -- - - STOR. 14 R�&T) FL \1I D138 D116IJ IT T.O.TER F THI LUMBING T_ I H I % - - . L U; EL:39.6' n 1 81n J..' N I I TINI I i i j 41-7 6)8" IBM 4'-4 3/4" 9'-21/2" 21.2"11 1/2" 151-711 1 31/2" 1-51/4" 11 '-6 5/8" 7'-6 om 01 51-4" 'I"C"REN- FFE:39.91 ,34 AL 007 E- HALL 1 1 77 - - - - - - F,I'�__ 6a 114 ENTRY HALL 106 A A, --k- A C1J 6q BENCH U) WI F: SI K - - - - - - - - - - - - - 3 CD103 -A- T F___ _-- -—-_�_-_� _ - - -_-_- - - - p i 1 a I i L G I[ I I I I - DW LT/2 co3. 51/2" L) Z - - - - - - - _:7 MUDIROOM 4a I is - I WORKSHOP - - I I 1 11 : 115 1 0 — — — — — — — — — — - - - - - - - - - - -4 –3 W, 7 128 le 1-1 rVT 3 1/2" yip - - - - - -- -11�7--ENTRY 01 T.O.SLAB EENTRY- EU 39.6' 1100 4 - - - - - - - - - Ili II I - - - - - - - - - - - - - - - — 1-_--- - - - Tic 3TONE la - — — _r — EL�9.611 1 4 C�47 N I A 1 T.O.STONE _1P EL:39.61 4c .3 S IR O F4fi!� - - - - - - - - - - Z : 4' W � i r ------------- i 11 1 1 1 1 If —:-7-- r� TIO.smliIE _._T__ -————————-- LO ---------- E�:J9ZI E 3.1 EL:39.3' M :.2 J 13 \17- 14 li5Ep T _4 A F6(11- I LP - - - - - -I I I ----- - 12a � I i II � I I S � I i I III I I 1 - - - - - - - - - - - - - - - - - - - - - , LAUNDRY - -GARAGE - - - - - - - - - - - D !Ile J- CO - - - - - - - - - - - - T 127 Y^3 — — — — — — -- — L 2L - - - - - - - - - - - - 1- - - - 7 1\112.4 15h co 3c F F 1 15a1 l i I M I I � � I I I 10 �Cli Ln LO CID Lo �4I I T.O.SLAB I I I I EL:39.2' 3 U_1.Z__1.1f �1*1� 7j"�1!'! JE� 'Jffj� Ni 7 _'i: TF i V _qjf'. :QJ D10 D109 C') L -3-1/2� 3�2 - t' i I 1 4-4 1/41 4-7 314" 11-8 3/4u, 1, 6'-21/4" 10'-9 314" 1 5'-8 1/4" 8'-11/4" 1 81-7/8' 4'-117/8" 121 91-21T 8'-4 3/8u 4'-71/4" V-3/4" 1 V-4 3/4" 2'-41/2" 4.110 3/4- 8'-7 7/8n 27-6" 24'-5" 42'-3 38-4 /4' REG/s,,-, 1061-1 1/8" LAU 161O C2 r= D M > D FIRST FLOOR PLAN MAR 2 9 2017 RK IRTTILDTNG DLIW. TOWNT OF SOUTHOLD GENERALNOTE -Notes shall be considered typical for Items Identified and 3a 21 rat slab on 10 mil.vapor barrier on 4" Sa Steel column-see structural plans. 7a Firestopping-Saflng Insulation all around openings. 10a 16a Location of electrical,telephone,security panels. REVISIONS: shall apply at all same and similar conditions;all locations wished stone. 5b Steel beam-see structural plans. 7b R-23 closed-call spay Insulation 10b 116b Electric meter. 7832 Clay Point Road Res idience may not be noted. 3b 5'thick concrete slab on 10 mll.vapor 5c Custom finish-bronze-wrapped surround. 7c R-38 closed-call spay Insulation-provide fire 16c Electric radiant mat under Me # DATE barrier on 6"crushed stone. 5d Custom stainless steel tie-rods. protection coating Ile Attic access hatch-wealherstripped. led Fishers Island, New York 06390 -All dimensions are to face of stud or masonry,unless 3c Condenser pad-5"thick x(as shown) 7d Sound Insulation batts-typical @ all Interior walls. Ilio 1 06/20/14 otherwise noted. reinforced concrete pad on 6"on traprock. 6a Custom built-In cabinets;see Spec. 7e 6"diameter red copper half:round gutter WORKNOTES 3d Beam pocket. 6b 5/4x composite fasda 7f 4'diameter red copper leader,Ile Into subsurface drainage 12a Manufactured casework, WALL TYPES LEGEND: 2 08/01/14 LAURA KAEHLER architects, I.I.c. DRAWINGS AND SPECIFICATIONS,AS 3e Concrete footing and cast-In-place concrete 6c Exposed Fir entry rafters wl clear flnIsh 7g 16 oz.lead coated copper flashing with drlp edge. INSTRUMENTS OF PROFESSIONAL 3 10/08/14 SERVICE,AM AND SHALL REMAIN ia Line of construction above. foundation wall. 6d Wood/composite pergola,painted. 7h 20 oz.lead coated copper dosed valley flashing. 15a Freeze proof hose bibb. EXISTING MASONRY WALL 80 Greenwich Avenue Greenwich,CT 06830 THE PROPERTY OF THE ARCHITECT 3f Stepped footing. 6e 5/4 x composite trim-painted. 71 16 oz.lead coated copper step and counter-flashing. 15b Plumbing vent thru roof. THESE DOCUMENTS ARE NOT TO BE Ib Line of construction below. 3g Sonotube pier for trellis post 6f (2)4'x 8'x 3/4"painted plyHwd sheets to 7j 16 oz.lead coated copper step flashing. 15c Appliance vent cap. 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN RMT,FOR Ic Change of calling height above, mount electric panels and telephone 7k Cedar pressure treated roof shingles-@ 5"TTK 15d Exhaust fan vent cap. NEW POURED-IN-PLACE www.kaehlerarchitects.com ANY OTHER PROJECTS OR 4a 6"(min.)thick stone veneer- CONCRETE WALL PURPOSES. OR BY ANY OTHER 2a Underground Utility entry sleeves- equipment 71 Cedar wall shingles @ 5 112"11W,pro-stained. 15e Boller. PARTIES, THAN THOSE PROPERLY 4b CMU pler-see structural 6g (2)wood clothes poles @ V-6'and T-V AFF. 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank, AUTHORIZED By CONTRACT, verity location WITHOUT THE SPECIFIC WRnTEN 2b Topsoil and seed. 4c Stone pier. 6h Adjustable shelves,In number Indicated. 7n Ice&water shield-T@ eaves&valleys.typ. 15g Air handler. EXISTING 2 X 4 FRAMED WALL AUTHORIZATION OF 2c Perimeter foundation drain-Ile Into new drywells. 4d Thimble to flue for equipment 61 Structural wood post-see structural Mans. 7o Flat roof to be Kemper or approved equal 15h Condenser units. LAURA KAEHLER ARCHITECTS,LL.C.. 2d 24"x 48"Bluestone paving mud-set on 4'concrete 4e 2'thick bluestone wall cap/step. Qj T&0 v-groove board In finish indicated. 7p Board and Batten siding-stain to match clapboard 151 HVAC duct. slab.-running bond pattern. 4f 6"thick solid bluestone steps on now footings. 6k Wood clothes pole @ 5.6"AFF w/16"deep 151 Return air grille. NEW 2 X 4 FRAMED WALL 2e Stone paving set on stone dust. 4g Existing masonry fireplace-InspecV repair firebrick edgebanded birch plywood shell above(or 2 8a Mirror(see Interior elevations for sizes). 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves N noted.) 8b 1/2'Low4ron frameless shower glass-see Interiors 151 Calling supply register. shown. 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 15m Gas valve for 9611, NEW STONE VENEER ON 2g Underslab gmundwater/radon collection 41 4'thick bluestone sub-sill. 6m Amass Panel 9a T&G wood flooring-see finish schedule, 15n Pop-up kitchen exhaust.Provide make-up air. EXISTING 2 X 4 FRAMED WALL pipe system. 4j Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height Indicated 9b Stone hearth 15o Gas,water,electrical services-verify locations,connection. First Floor Plan Al .2 4k New CMU on existing footing So Wood slats for foliage-painted 9c Tie floor-see finish spec. 15p Gas(Propane)log lighter. 41 4'x 4'granite block set In concrete. 6p 2 x 4 wood stud wall construction 9d Metal studs adjacent to Chimney masonry. 15q Floor drain. 4m 6'stone veneer at chimney-replace exist brick 6q 2 x 6 wood stud wall construction 9e Soap recess. 15r Conduit for site lighting circuits. 4n 6'stone veneer at false chimney-see structural 6r Wood stir-oak treads wl painted risers 9f Stone saddle. 15s Propane storage tank. 4o 4'bluestone Chimney cap 6s 2x4 wood stud shear wall-see structural 9g Window shade pocket. 15t Mechanical flue. 6t Custom wood plank Shutters with operable 9h 3cm stone counter 15U Sump pump/pit F as noted F Print Date:3/17/17 3 1-6" 1�2 C 7- - hardware 91 Carpet over strip oak. NOTE: SCREENED PORCH INFORMATION IS PRELIMINARY- FOR RELIMINARYFOR PRICING ONLY. FINAL APPROVAL BY OWNER PENDING REVIEW AND VARIANCE REVIEW. 3 53 6 43 2• 2 2 1 .3 I I I I I I I I I I I I I I I I I I I I ------ PERGOLA-------- \\ 23 I I I 3 I I � 16 d II I r--------- ------------------ --------- -- - ---------- ---- I I I I I i I i I I I EDGE OF TERRACEBELOW 1 I , II I I 2 — — — I ' — — — — — — — — — — — — — I — — — — I — — — — — — — — — — — — — — — — — — — — — — — — I �I � I I 0. 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I I I I I �I�IIIIII - / / ll�\`\\\•\\`III\\I`\`\'iI 7\\`h ❑7k ISiI d W N W SLOPE LOPE LU N . \\ \ \"\ CL \ \ -OSLOP0T I r SOPsop rE E SLOE 212 1212 ,y,-J 12:12 ------112I 112 ----------- W — — — — — — — — — — — — — — — — — — — — — — — — - - — - - — — — - - — — — — — — — — — — — — — I ---- I--- — — — — — — — — — — — — — — — I— -II Ji+rIIII — — — — — - - — — — — — — — — O----------- I - - ------------------ _ -------- ---- ------I-\ --------- _ III,I — — — — -22pp1 I-' ---,---------- -- ------ jIII------I '------�-II;-_-iJIi;-r-Ii-t-_ -I! -.rI� 1 --II-`\-\ ----iIi -III-I -I� _- -'�'--- I ------- ----------------- - -- I' ------ rI II _-- ----------------- - -------- - -------------- W -------------- ------ ------------ _ -- - ----------J-� ------" -- -- yL ------- --------------------- ' SLOPESLOPESLOPEI ------ 12az---- ----t212-- 114 Ii IIit Ii Ii II------III r - = � _ i � __ __ I ___---- _- ------- I---------------7-- ------r- - ------------- -------------- - < - _ _I__- IIr II I I I IIIIIIiII�II a— 15b I OIIiII'IIiI /—I,II/IIIIIIiIII I - -' I►IIIIIIItIIIII W°I� Nr iIIIiIIIi��II I n �----7o ► IIIIiiIIIiIiII�i IIlIIIIlIIiIII IIIIIiIIIIi�IiII IiIIIIii�iII� � IIIIIIiIII IIIIIIIIIIIIIIII r- = = = _ _ -a --- --- -, IIIIIIIIIIIII ------------- ----- -------- -r-----------------7 SL 1/4:12 OPE � IIIIiIIIII P,1 ALL VALLEYS TO BE WOVEN SHINGLES O rn sd I w ra — W CL - Cn \Io N SLOPE SLOPE 12:12 12:12 T a \\ \ 4IiIIIIIII IIIIIIII 3IIIIIIII 3 iIIIIIIIII 2IIIIIIIII 1IIIIIIII E. c 7% n 3 ROOF PLAN 025 SCALE: 1/4" V-0" GENERALNOTE -Notes shall be considered typical for Items Identified and 3a 2"rat slab on 10 mil.vapor banivr on 4" 5a Steel column-see structural plans. 7a FirestoppinSafing insulation all around openings. 10a 16a Locatn of eleccal,telephone,sey panels. REVISIONS: shall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam- ee structural plans. 7b R-23 dosed-cell spay insulation 10b 16b Electric meter. 7832 CIay Point Road Residence may not be noted, 3b 5"thick concrete slab on 10 mll.vapor 5c Custom finish-bronze-wrapped surround, 7c R-38 dosed-cell spay Insulatlon-provide fire 16c Electric radiant met under file # DATE barrier on 6"crushed stone. 5d Custom stainless steel fie-rods. protection coating 11a Attic access hatch-weafherstripped. 16d Fishers isiand, New York 06390 •AII dimensions are to face of stud or masonry,unless 3c Condenser pad-5 thick x(as shown) 7d Sound Insulation batts-typical @ all Interior wafts. 11b 1 06/20/14 otherwise noted. reinforced concrete pad on 6"on taprodc. 6a Custom built-In cabinets;see Spec. 7e 6"diameter red copper half-round gutter WORKNOTES 3d Beam pocket, 6b 5/4x composite%ads 7f 4"diameter red copper leader,tie Into subsurface drainage 12a Manufactured casework. 2 08/01/14 LAURA KAEHLER architects, I.I.C. DRAWINGS AN D SP ECIFICATIO NS,As 3e Concrete footing and cast4n-Mac*concrete 6c Exposed Fir entry rafters w/dear finish 7g 16 oz.lead coated copper flashing with drip edge. INSTRUMENTS OF PROFESSIONAL foundation all. 6d Wood/composite pergola,painted. 7h 20 oz.lead coated copper dosed valley flashing. 15a Freeze proof hose bibb. 3 10/08/14 SERVICE,AE AND HALL REMAIN 1a Line of Construction above. 80 Greenwich Avenue Greenwich,CT 06830 THE PROPERTY OF THE ARCHITECT, 3f Stopped food"g' 6e 5/4 x composite trim-painted. rZ71 16 oz.lead coated copper stepand counter-flash 15b Plumbing vent thru roof. THESE DOCUMENTS ARE NOT TO BE1b Line of construction below. 3g Sorrtbpier for trellis post 6f (2)4,x x3/4"painted plywood sheets to 7] 18 oz.lead coated copper step flashing. 15c Appliance vent cap. 203.629.4646 Tel 203.629.0717 Fax USEDWHOLE OR IN PART FOR Vww.kaehleraChitects.com ANY OTHER PROJECTS OR1c Change of Ceiling height above. mount electric panels and telephone 7k Cedar pressure treated roof shingles-@ 5"TTW. 15d Exhaust fan vent cap. PURPOSES, OR BY NY OTHER 2a Underground utlity entry sleeves 4a 6"(min.)thick stone veneer- equipment. 71 Cedar wall shingles @ 5112 TTWpre-stained. 15e Boller. PARTIES THAN THOSE PROPERLY 4b CMU pier-see structural 6g (2)wood clothes poles@ 3'-0"and7-0"AFF. 7m Cedar clapboard siding w/bead edge @ 7"TTW-stained. 15f Hot water storage tank. AUTHORIZED BY CONTRACT, verfy location 4c Stone per. 6h Adjustable shelves,In number Indicated. 7n Ice&water shield•3@eaves&valleys, p15g Air handler. WITHOUT THE SPECIFIC WRITTEN 2b Topsoll and seed. OF 2c Perimeterfoundatlondrain-tielntonewdrywelis. 4d Thimble to flue for equipment 61 Structural wood post-see structural plans. �� 7o Flat rooftoeem Kemper a ual 15h Condenser units. LAURA xADILERARCHEC ,L.L.c.. 2d x 4Bluestone paving mud set on 4"concrete 4e 2"thick bluestone wail cap/step. 6j T&G v-groove board in finish Indicated. 7p Board and Batten siding-stain to match clapboard 151 HVAC dud. slab,-running bond pattern. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ V-61 AFF w116"deep 15J Return air grille. 2e Stone paving set on stone dust. 4g Existing masonry fireplace-Inspect/repair firebrck edgebanded birch plywood shelf above(or 2 8a Mirror(see Interior elevations for sizes). 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves If noted.) 8b 1/2'Lowaron ameless shower glass-see Inferiors 151 Ceiling supply register. shown, 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet, 15m Gas valve for grill. 2g Undersiab groundwater/radon collection 41 4 thick bluestone sub-sill. 6m Access Panel 9a T&G wood flooring-see finish schedule, 15n Pop-up kitchen exhaust Provide make-up air. pipe system. 4j Provide fresh air Inlet at existing fireplace. 6n Knee Wag @ height Indicated 9b Stone hearth 15o Gas,water,electrical services-verity locations,connection. Roof Plan Al 4 4k New CMU on existing footing 6o Wood slats for foliage-painted 9c Tile floor-see finish spec. 15p Gas(Propane)log lighter. 41 4"x 4"grange block set In Concrete. 6p 2 x 4 wood stud wall construction 9d Metal studs adjacent to chimney masonry. 15q Floor drain. 4m 6"stone veneer at chlmney-replace exist brick 6q 2x6 wood stud wall construction 9e Soap recess. 15r Conduit for site lighting circuits. ❑ 4n 6"stone veneer at false chimney-see structural 6r Wood stair-oak treads wl painted risers 9f Stone saddle. 15s Propane storage tank. 4o 4"bluestone chimney cap 6s 2x4 wood stud shear wall-see structural 9g Window shade pocket. 15t Mechanical flue. 6t Custom wood plank shutters with operable 9h 3cm stone counter 15U Sump pump/pit as noted Print Date:3/17/17 hardware 91 Carpet over strip oak. 5 8 4 3 2 1 4o 4o I I I I I I I I I I I I AL I I I I -_ 4n -- I Di I 7k I 12 1 12 12 12 1 1 I 12D I �12 12D 121 1 1 7h I I I I 7k I I 12 12 I I I --- - �. 12[7 -�--- -- �12 I I I 12 ------ 12 - - ------ 12 � 12 --- -- ------ I I I I .._- --- Q 21 I 12 121-----_-- 12 12 - — -- -- -_— I----- 1 ❑ -- ----- I I I - - Q ' - I— - --- --- - - - - - - - MF 71 -T ---- --- I I J -- 6c - /�y - - - T — ---- - - - r 109'-0" 2nd FLOOR SUBFLOOR -? -- I -_- 1 ____I -- I I 3 -- -- I -- l li - - - — - - - - - - - 109'0x �- 1 I I � 2nd FLOOR SUBFLOOR - •�-- - - - - - - - I I 121/4 I I _; I I - � � II �� i �- I._I '> i ' ,I ' � � I' I - - - - - - - - - — - ---�1 ---,_ 1 1111❑❑ 1111 -- 1111❑❑❑ 1111❑❑❑ - -F1 -IF] ❑ _71❑1111 ❑❑❑11❑ ----- _ _ � �`I, •�� ` 1 1 4a I' I I s Doi ------ 1 — �' _ �`r s - - - -- - -- ---- r x - - - -� - - 1 st FLOOR EXIST/SUBFLOOR 100'-0" �I- - - _ _ _ _ - _ _ - _ - — 99-6 TO GARAGE SLAB(� DOOR ' (39.9 1------------------------------------------------------------------- ----I ----- J A---------------- 1 L L ------------------------------I--------------------------------------I-T----{ li 3f i---------- ----------I i------------------------------------------I------------------r-----------------•L-------------------------------------I -------------------------------------------------fi-------------------------------------------------J I r•-� �--------r ------------� r--' r--' I I I I I L----i I , F--' r-� I I r-------------------------L1,---------------------J F_ _J I I I 1 SOUTH (FRONT) ELEVATION I L------------------------- -�-----------------------_J I I 1 N I I I I I A2.1 2 ' 1 I C _ - 4n 1. Ir-,�- • j 12 - - �12-_®.�12 12 - - - -� -- �- 12 - 12 D 12 - I ----- l l.L 31/2 C - -----� - -12 7 ----- -- ---- 2 12 l ❑ - • , t\ _ v � 7k ,L I u I --------------- r 7S l-iLl I t - - --- - - --- -- - — -- --- - --- I �— 1 ` `•a'�a y � r - 7 J I � r - — - - - - ------- - - - - -- -- - -- - -- - 109'0" i [ � � 2nd FLOOR SUBFLOOR • � I OL 17 , I �J. li L' I' • r , III ' t a i I f I r - 1 \ r _ - — --- - I -I1001-08 - - - � -- ---- -- � _ ' ' ••- - :.. - 1st FLOOR SUBFLOOR -- _.. t i `iT.. - - i -- (39.9 r TO GARAGE SLAB @ DOOR -6 ----� •- --.1 - -- - - r ._...- r.+ '_ -L-------- - L-------------------------------------------------------------- -L--------------- ------------- ------- -1------------------------- -L-----------------------------------------------------------------------------------------—----------------I- �'-rte _ � .-•_I _M.-��-' �W-_... �� L..R_ __ C,a"�-'3-=�•�+ �.�L .-: ._ •-'.T �•-4 _•_...y��- "- Y _-.•� ._ L__________1-------------------------------------------------�______________--------------�__-,1�,_____ _______ _____-_--------------------1____________-_-___________---_________-___-___-_________-__-_-___-_-_______--_-_________________-________-____J 1 I 1 I S r.� '—�•� .moi„'--'-• ( I_______� L____ tira_!.� ms's• ------� -----r------1 I I I 1 I I 3f L I I I ( 1 I 1 I I I 3 VIEW FROM SE ( 2 WEST SIDE ELEVATION _ A2.1 A2.1 GIST", SFO 9 D ` m y ti 2S � FW YORK GENERALNOTE -Notes shall be considered typical for Items Identified and 3a 2"rat slab on 10 mil.vapor barrier on 4" 5a Steel column-see structural plans, 7a Firestopping-Saflng insulation all around openings. 108 16a Location of electrical,telephone,security panels. REVISIONS: shall apply at all same and similar conditions;all locations Crushed stone. 5b Steel beam-see structural plans. 7b R-23 dosed-cell spay Insulation 10b 16b Electric meter. 7 832 C I ay Point Road Residence may not be noted. 3b 5"thick concrete slab on 10 mill.vapor 5c Custom finish-bronze-wrapped surround. 7c R'38 dosed-cell spay Insulation-provide fire 16c Electric radiant mat under file # DATE -All dimensions are to face of stud or masonry,unless barrier on 6"crushed stone. 5d Custom stainless steel tie-rods, protection coating Ile Attic access hatch-weaterstripped. 16d Fishers Island, New York 06390 otherwise noted. 3c Condenser pad-5"thick x(as+shown) 7d Sound insulation batts-typical @ all Interior walls. llb 1 06/20/14 reinforced concrete pad on T on traprodk. 6a Custom built-In cabinets;see Spec. 7e 6"diameter red copper half-round gutter 08/01/14 WORKNOTES 3d Beam pocket. 6b 5/4x composite fascia 7f 4"diameter red copper leader,tie Into subsurface drainage 12a Manufactured casework. 2 LAURA KA E H L E R architects, I,I"c. DRA"""kII AND SPECIFICATIONS,AS 3e Concrete footing and cast-in-place concrete 6c Exposed Fir entry rafters w/clear finish 79 16 oz.lead coated copper flashing with drip edge. ,3INSTRUMENTS OF PROFESSIONAL foundation wall. 6d Woodl composite pergola,painted. 7h 20 oz.lead coated copper closed valley flashing. 15a Freeze proof hose bibb. 10/08/14 SERVICE,ARE AND SHALL REMAIN la Line of construction above. 80 Greenwich Avenue Greenwich,CT 06830 THE PROPERTY OF THE ARCHITECL 3f Stepped footing. 6e 514 x composite trim-painted. 71 16 oz.lead coated copper step and counter-flashing. 15b Plumbing vent thru roof. 203.629.4646 Tel 203.629.0717 Fax THESE DOCUMENTS ARE NOT TO BE 1b Line of construction below. " USED,IN WHOLE OR IN PART,FOR 3g Sonotubepierfortrellispoat 6f (2}4'x 8'x 314 painted plywood sheets to 7J 16oz.lead coated copper step flashing. 15c Appliance vent cap. www.kaehierarchitects.com ANY OTHER PROJECTS OR 1c Change of calling height above. mount electric panels and telephone 7k Cedar pressure treated roof shingles-@ 5"TTW, 15d Exhaust fan vent cap. 4a 6"(min.)thick stone veneer- equipment. 71 Cedar wall shingles @ 5112"TTW:pre-stained. 15e Boller. PPURPOSES. ARnIEs iI M THOSE PPR Y ANY OTHER 2a Underground utility entry sleeves 4b CMU pier-see structural 6g (2)wood clothes poles @ 3'-6"and 7'-0"AFF. 7m Cedar clapboard siding w/bead edge @ 7"TfW-stained. 15f Hot water storage tank. AUTHORIZED BY CONTRACT verify location 4c Stone per. 6h Adjustable shelves,In number Indicated. 7n Ice&Ureter shield-3' eaves&valla WITHOUT THE SPECIFIC WRITTEN pi J @ valleys.typ. 15g Air handler. 2b Topsoil and seed. AUTHORIZATION of 2c Perimeter foundation drain-tie Into new drywells. 4d Thimble to flue for equipment B Structural wood post-see structural plans. 7o Flat roof to be Kemper or approved equal 15h Condenser units, rAURAKAE14LFR ARCHITECTS,L.L.C_ 2d 24"x 48"Bluestone paving mud-set on 4"concrete 4a 2"thick bluestone wall cap/step, 61 T&G v-groove board in finish indicated. 7p Board and Batten siding-stain to match clapboard 151 HVAC duct. slab.-running bond patten. 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 5'-6 AFF w/16"deep 15J Return air gale. 2e Stone paving set on stone dust. 4g Existing masonry fireplace-inspect/repair firebrick edgebanded birch plywood shelf above(or 2 8a Mirror(see Interior elevations for sizes). 15k Combustion air vent. 2f Bluestone tread material-2"th•Iclk,sizes as as required. shelves If noted.) 8b 1/2"Low4ron frameless shower glass-see Interiors 151 Ceiling supply register. F4 shown. 4h Stone terrace and site wails to match house veneer 61 Custom wood medicine cabinet, 15m Gas valve for grill. 2g Underslab groundwater/radon collection 41 4"thick bluestone sub-sill. 6m Access Panel 9a T&G wood flooring-see finish schedule, 15n Pop-up kitchen exhaust Provide make-up air. Elevations A1 pipe system. 4J Provide fresh air inlet at existing fireplace. 6n Knee Wall @ height Indicated 9b Stone hearth 15o Gas,water,electrical services-verify locations,connection. 4k New CMU on existing footing 6o Wood slats for foliage-painted 9c Tile floor-see finish spec, 15p Gas(Propane)log fighter. 41 4"x 4"granite block set In concrete. 6p 2 x 4 wood stud wall construction 9d Metal studs adjacent to chimney masonry. 15q Flexor drain. 4m 6"stone veneer at chimney.replace exist brick 6q 2 x 6 wood stud wall construction 9e Soap recess. 15r Conduit for site righting circuits. 4n 6"stone veneer at false chimnay-see structural 6r Wood stair-oak treads w/painted risers 9f Stone saddle. 15s Propane storage tank 6s 2x4 wood stud shear wall-see structural 9g Window shade pocket. 15t Mechanical flue. 10 0 5 10 20 40 4"Bluestone chimney cap et Custom wood plank shutters with operable 9h 3cm stone counter 15u Sump pump/pit as noted Print Date:3/17/17 hardware 91 Carpet over strip oak. � I ( � I I I z�1 /R1, [7 k] [7 k] [7—k] iL It 7 ' 3 ------ ❑ _J 7F'IH 17C TE _IF7 J I R _T__T 1 7 7777777 777 1091-0 FLOOR SUEIFLOOR HL JH JL1V 4� > ❑ � I I W 13 �— � W 11 I I -- I ' W 111 ---- -- --- �, 11MI ------ ........................ 1001-0 1st FL(MXIST/SUBFLOOR -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-------L------r_1——--------------- ------- ----------- ---- ----------------------------------------------------------- L ------ir--------I r -----------F�'�--- T------------- -------- ------------- -------------------------------- I I I F----------------------------- ------------------------ -------------------- I -I - L---------------L------------------I-------------- ---------------------------------------- ---- ------------------------------------------------------------ —I------------- --------- ------ ------------- --- ------------------------- ---------------------------------- -------------- ----------- ------------------------------- ------------ --- —----- 8 NORTH ELEVATION 12 12 12 - 1/2 12 12 12 12 12 12 12 12 12 12 LH . 7 <W202 > 7 _T 3 Z� TT- 2- 771W—�-1142 - T 77-1 76 T_ ILI L L -I 11 —0-5 W11 > 4a 1 14 02 J S, 1-4 UL IT 7p] !I , k ",I, It F I - 0IIi J I' 1St FLOOR EXIST SUBIFLOOR 100'-0" L — — — — — — — — — — — ........... L-- -------- ------------- L------- 1-----F--------------------------------------------------------------L ---------------------- LT------------ --------L------ ----------------------------------------------------------------IL-------LI -----------------------it L IL 3� VIEW FROM NW ERED Li------------------------------------------ E. -------------------------------------------- 2� EAST SIDE ELEVATION A '>025 O,cAIEW%Io GENERALMOTE -Notes shall be considered typical for Items Identified and 3a 2'rat slab on 10 mll.vapor barrier on 4" 5a Steel column-see structural plans. 7a Firestopping-Saflng Insulation all around openings. 10a 16a Location of electrical,telephone,security panels. REVISIONS: ,,hall apply at all same and similar conditions;all locations crushed stone. 5b Steel beam-see structural Mans. 7b R-23 dosed-call spay Insulation 10b 16b Electric motor. may not be noted. 3b 51 thick concrete slab on 10 mil.vapor 5c Custom finish-bronze-wrapped surround. 7c R-38 closed-eel spay insulation-provide fire lee Electric radiant met under file # DATE 7832 Clay Point Road Residence -All dimensions are to face of Stud or masonry,unless barrier on 6"Crushed stone. 5d Custom stainless steel Us-rods, protection coating lla Attic access hatch-weatherstripped. 16d Fishers Island, New York 06390 3c Condenser pad-5"thick x(as shown) 7d Sound Insulation batts-typical @ all Interior walls. llb 1 06/20/14 otherwise noted. reinforced concrete pad on 6'on traProck. 6a Custom built-In cabinets;see Spec. 7e 6'diameter red copper hall-round gutter WORKNOTES 3d Beam pocket. 6b 5/4x composite fascia 7f 4'diameter red copper leader,tie Into subsurface drainage 12a Manufactured casework 2 08/01/14 IS AND SPECIFICATIONS,AS 39 Concrete looting and cast-In-Mace concrete 6c Exposed Fir entry rafters wl dear finish 7g 16 oz.lead coated copper flashing with drip edge. LAURA KAEHLER architects, I.I.c. INSTRUMENTS OF PROFESSIONAL BENCE,ARE AND SHALL REMAIN to Line of construction above. foundation wall. 6d Wood/composite pergola,painted. 7h 20 oz.lead coated copper dosed valley flashing. 15a Freeze proof hose bibb. 3 10/08/14 THE PROPERTY OF THE ARCHRECT. lb Line of construction below. 3f Stepped footing. 6e 5/4 x composite trim-painted. 71 16 oz.lead coated copper step and counter-flashing. 15b Plumbing vent thru roof. 80 Greenwich Avenue Greenwich,CT 06830 THESE DOCUMENTS AM NOT TO BE Ic Change or calling height above. 3g Sonotube pier for trellis post Of (2)4'x 8!x 34"painted plywood sheet to 7j 16 oz.lead coated copper step flashing. 15c Appliance vent cap. 203.629.4646 Tel 203.629.0717 Fax USED,IN WHOLE OR IN PART,FOR mount electric panels and telephone 7k Cedar pressure treated roof shingles-@ 5"TTW. 15d Exhaust fan vent cap. www.kaehierarchitects.com ANY OTHER PROJECTS OR 4a 6'(min.)thick stone veneer- equipment. 71 Cedar wall shingles@ 51/2"TTW.-pre-stained. 159 Boller. PURPOSES, OR BY ANY OTHER 2a Underground utility entry sleeves- 4b CMU Mer-see structural 6g (2)wood clothes les V-13'andr-O"AFF. 7m Cedar clapboard siding wl bead edge @ 7"TTW-stained. 15f Hot water storage tank. PARTIES, THAN THOSE PROPERLY veffy location AUTHORIZED By CONTRACT 2b Topsoil and seed. 4c Stone per. 6h Adjustable shelves,In number Indicated. 7n Ice&water shield-3'@ eaves&valleys.typ. 15g Air handler, WITHOUT THE SPEC81C WRITTEN 4d Thimble to flue for equipment. 61 Structural wood post-see structural Mans. 7o Flat rod to be Kemper or approved equal 15h Condenser units. AUTHOR17ATIOM OF 2c Perimeter foundation drain-le Into new drywalls, 49 2'thick bluestone wall cap/step. ej T&G v-groove board in finish Indicated. 7p Board and Batten siding-stain to match clapboard 151 HVAC duct. LAURA KAEHLOARCHnM,L.LC_ 2d 24'x 48'Bluestone paving mud-set on 4'concrete slab.-running bond pattern, 4f 6"thick solid bluestone steps on new footings. 6k Wood clothes pole @ 5'6' w1l 6"deep 1 5j Return air grille. 2e Stone paving set on stone dust. 4g Existing masonry freplace-Inspect/repair firebrick edgebanded birch plywood shelf above(or 2 go Mirror(see Interior elevations for sizes). 15k Combustion air vent. 2f Bluestone tread material-2"thick,sizes as as required. shelves I noted.) 8b 1112'Low-fron frameless shower glass-see Interiors 151 Ceiling supply register. shown, 4h Stone terrace and site walls to match house veneer 61 Custom wood medicine cabinet. 15m Gas valve fbrgrill, 9a T 2g Underslab groundwater/radon collection 41 4"thick bluestone sub-sill. em Access Panel &G wood flooring-see finish schedule. 15n Pop-up kitchen exhaust Provide make-up air. A n I 1J d]E < 209 10 -_� cl! IE pipe system. 4j Provide fresh air Inlet at existing fireplace. 6n Knee Wd @ height Indicated 9b Stone hearth 15o Gas,water,electrical services-verity locations,connection. Elevations tal V 2 4k New CMU on existing footing 6o Wood slats for foliage-painted 9c Tile floor-see finish spec. 15p Gas(Propane)log lighter. 41 4"x 4'granite block set In concrete. 6p 2 x 4 wood stud wall construction 9d Metal studs adjacent to chimney masonry. 15q Floor drain. 4m 6'stone veneer at chimney.replace exist bdd( 6q 2 x 6 wood stud wall construction ge Soap recess. 15r Conduit for site lighting circuits. 4n 6"stone veneer at false chimney-Sao structural 6r Wood stair-oak buds w/pointed risers 9f Stone saddle. 15s Propane storage tank. 4o 4"bluestone Chimney cap es 2x4 wood stud shear wall-see structural 9g Window shade pocket. 15t Mechanical flue. 10 0 5 10 20 91 Carpet over strip oak. _"W T hardware 7 6t Custom wood plank shutters with operable 9h Scm stone counter 15u Sump pump/pit as noted Print Date:3/17/1 I --- - - --� -- --- -- -1 -- -- -- - - ---- - EH —I � -.- - -T- r - --� - --- - - - - --- - -- -Z -- -- -- - Z—��- - 7 T - r ] - - - - - - --- - ---- -- ---� � _. 7 � I ] - --- � DT=I-- -- � - --T -1 -- - - I A - - a° _ B.O.COLLAR TIT E 113'-10 3/1 - - -� - L -1 -- -- - --- - 1 - - - -- �r _ EXISTING ATTIC ] -- - - --- - - - 6- -- 1 — - ----- - - i - ---+'—=I----1-- - -_ - - - - ---� ] T - - -- — - -- L-- - - - - - - -- - - I — ---- - - -- - - --- -- - -- - - -- - I 1 t I - - - - — -- - ) � I SCREENED IN r � ------- PORCH I I GREAT ROOM ENTR HALL ENTRY 129 - - - I 102 101 100 --- - I ' ---------- --- I . x/. I � I TT I -- y --- - -- -- - -- - i - - I 1 St FLOOR EXIST/SUBFLO R— - ---- - - - �.- - - --- I - - I7L - - - —1st FLOOR EXIST/SUBFLOOR 100'-0" r— � EXISTING CF AWLS ACE _ I I - --I----- t 1 cross section at Fam Rm 2 Screened Porch E/W A.2.5 a A.a.3 -----\ v I 1 I I I I i I i I 3 Rear Pergola Section A.2.5 +' ��'.. 1 ty s 1 11 V1 I f; 'II - r _� _ '�C..] i;.s h:1 c� _ ,..� . . �— • ...—i - �. :..__-_ p�NEW p J P i • v ' i , 1 .. ......... REVISIONS: __ -j;_-:�_-.:C� .: `v # DATE 7832 Clay Point Road Residence -- 1 06/20/14 Fishers Island, New York 06390 -- 2 08/01/14 LAURA KAEHLER architect I I c DR-`I RAND SPECIFICATIONS,AS — — - AWINGS INSTRUMENTS OF PROFESSIONAL 3 10/08/14 SERVICE,ARE AND SHALL REMAIN 80 Greenwich Avenue Greenwich,CT 06830 THE PROPERTY OF THE ARCHITECT 203.629.4646 Tel 203,629.0717 Fax THESE DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR www.kaehierarchitects.com ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, 5 WITHOUT KooCor Screen Porch 092314 E SPECIFIC WRITTEN AURiORIZATIONOF LAURA KAEHLERARCHITECTS,L.L.C.. A.2.5 Screen Porch/ Rear Pergola Elevations & Sections A.2 .5 06 as noted Print Date:3/17/17