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HomeMy WebLinkAbout42719-Z �cuEFO�,�C Town of Southold 11/13/2019 P.O.Box 1179 • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40828 Date: 11/13/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Pvt Rd Off E End Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 5.4-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/17/2018 pursuant to which Building Permit No. 42719 dated 5/24/2018 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 deck, screened porch and covered porch as applied for. The certificate is issued to Foley,Charles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42719 9/26/2019 PLUMBERS CERTIFICATION DATED 8/29/2019 Thomas Ravino.(Tom>Plumb&Heat) A rized Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42719 Date: 5/24/2018 Permission is hereby granted to: Foley, Charles 35 Lakeview Ave Cambridge, MA 02138 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: Pvt Rd Off E End Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 5.-1-8.1 Pursuant to application dated 5/18/2018 and approved by the Building Inspector. To expire on 11/23/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,078.40 CO -ADD O D $50.00 Total: $1,128.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. MAS 2-019 New Construction: Old or Pre-existing Building: '� (check one) Location of Property: MIyA-TE 2c�a b 6 FF 6*S r C.st> ?.a P�r,> Kr�H'EZ 3 1514.so. House No.(711 CASrcE 0-P) Street Hamlet Owner or Owners of Property: J�_F_I T Z 1;5 b5j Suffolk County Tax Map No 1000, Section 00s- Block Lot _ c Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) -*Fee Submitted: $ %i Applicant Signature oF so�jy®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ roger.riche rt(a)-town.south old.ny.us l�C®UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Foley Address: Prvt Rd off East End Rd City: Fishers Island St: New York Zip: 6390 Building Permit#- 42719 Section: 5 Block: 1 Lot 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Connected Systems License No: 45453-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 X Survey Attic Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 39 Ceding Fixtures 28 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 13 Wall Fixtures 23 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt 2 Recessed Fixtures 19 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Time Clocks Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Disconnect 400a Switches 53 Twist Lock Exit Fixtures TVSS Other Equipment* 12 ft plug mold, 10 ft under cabinet lighting, range hood, 2-bath fans, 2-paddle fan 19-ARC fault circuit breakers Notes- Inspector Signature: VDate: Setember 26 2019 81-Cert Electrical Compliance Form.xls - :..«„«��.- _ - - -. «.,-.tea.... - - - ...... . .............�_..•...--.-m.......-•._.�y � � 1 - - - t 0 SOtir,� Town Hall Annex S Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O V BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERTIFIC-ATION Date: Building Permit No. 42719 Owner: Fritz Foley _-- {please print) Thomas G Ravino DBA Tom's Plumbing and Heating - _. . Plumber:: -- - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (J� —z (Plumbers Signature) - Sworn to before me this day ofAle .r_, 20-IL-Pl-, v -- .y {�� ••� DRF'�, Notary Public, - .. JASON W.DRENA Notary Public-State of New York r NoDiDR6350454 P v V- e Qualified in Suffolk County AVy Commission D uires November7,P020 ;� p,��!c�;••:... :•• - (4 K c� OF SOUIyo tel" * TOWN OF SOUTHOLD BUILDING DEPT. `yQuo, 765-1802 INSPECTION ' ' [ ---FOUNDATION 1ST �> [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .� •�.p.�CQ �_ 1 DATE /10/30//6 INSPECTOR 1 Y �o�apE SOGT,yo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [A"O;FF UNDATION 1ST [ ] ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 02 DATE INSPECTOR 1 ho�a0f SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IPSULATIOWCAIULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [` ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �`-- �--- DATE 0 14 //9 INSPECTOR L i' OE SOUTyy� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 s INSPECTI-ON [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -]` I SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION -° [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ • ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 4 [ ] PRE C/O REMARKS: c , DATE INSPECTOR ' March 15, 2019 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is to let you know that I have inspected the foundation at the Foley project on Fishers Island, permit#42719 for the foundation parging, the tarring and the installation of insulation on the foundation. This letter is to certify that a cement parg coat was completed, over all snap tie locations, and that the waterproofing and insulation work has been completed. If you need any further information regarding the parg coat,tarring and insulation on the foundation, please let me know. Sincere AF? >,>, Bruce ,A& � Register ct License#:0 MAR 2 2 2019 KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 west 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 info@ KinlinRutherfurd.com inflnRutherfurd March 15, 2019 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, On Friday, March 1, 20191 visited Fishers Island and performed a plumbing inspection at the Foley property.This was for work as part of permit#42719 1 met with the general contractor and licensed plumber and inspected all plumbing work.The rough was complete.We performed pressure tests on all lines.The work passed inspection. If you need an fi yr f intion on the plumbing rough in, please let me know. Sincerely, Bruce D. Kinlin-4A 0P �'���`' Registered NewYork"A►' ict License#:029481 nDD LL'�`-1----;` ,---,*.; A f " 1 MAR 2 2 2019 dq_ KiinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 info@ KinlinRutherfurd.com KinhRutherfurd March 15, 2019 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is to let you know that I have inspected the Foley project on Fishers Island, permit# 42719 for caulking including fire caulking. This letter is to certify that all caulking including the required fire caulking has been completed. Sincerely, 111cz Bruce D. Ki � �°• 02090t�g�'yO� Registered Ne ct License#:029481 MAR 2 2 2019 t.-- '�`'Y�. , `••r,a•;, rpm' ,•T hJ KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 info@KinlinRutherfurd.com GNCB40% Consulting Engineers, P.C. Structural Engineering Geotechnical Engineering Historic Preservation April 5, 2019 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Re: Framing Work Foley Residence Principals 711 Castle Road Charles C Brown,P E Fishers Island, New York James F Norden,P E Amy Jagaczewski,P E Permit No. 42719 Principal Emeritus Kenneth Gibble,P E Dear Mr. Verity: Geotechnical Associate David Freed,PE GNCB Consulting Engineers, P.C. is the Engineer of Record for the Foley Structural Associate Residence renovation project under construction on Fishers Island. I Richard Centola,PE reviewed photos showing the progress of construction provided by the General Contractor, H.P. Broom Housewright, Inc. Further, Roxanne L. Brown; Engineer, GNCB, visited the site on February 8, 2019 to review the framing with Gary Mislick of H.P. Broom. At the time of the site visit, the structural work for the project was substantially'complete. Of particular importance is the quality of the materials and workmanship that-meets or exceeds the approved Construction Documents and meets the New York State Building Code requirements. We have reviewed the framing components, including studs, headers, joists, rafters and blocking required to resist gravity loads. We have reviewed shear wall wind resisting construction, including plywood sheathing, holdown hardware and 'metal strapping. J r APR 1 0 2019 ` - 1358 Boston Post Road P.0 Box 802 Old Saybrook,CT 06475 Tel 860 3881224 T. lastname@gncbengmeers coni , gncbengineers com a 1D Foley Residence GNCB Fishers Island, NY Page 2 of 2 Consulting Engineers, P.C. It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. Very truly, 5 QQ,�S CUgr�S�)0 v 90 r `L L 2 NCO 08368� GQ Charles C. Brown, P.E., President slo�a�-� cc: H.P. Broom Housewright, Inc. Hadlyme, CT Harry P. Broom skip _hpbroom.com cc: Bruce Kinlin, Architect New York, New York Bruce Kinlin <bruce@kinlinrutherfurd.com> APR 1 0 2019 �� OCT 2 5 2019 October 23,2019 �,- Fy, Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is to certify that the footings and grade beam for the foley project on Fishers Island, permit#42719 have been built to code. Also attached s of the work in progress. Sincerely, mQ� Z n i >,9To 9�$��p� Bruce D. Kinlin, F N Registered New York Architect License#:029481 Kiri! pultIlerfurJ F�fe��i�t�rtty 4r(-h'fixts. PLLC 212 695 2988 -ju'l i1 itfi??i 2f-:1�f1� MC, 775 582 1736 ;';Ovr Yrlf't' INN 1040'i I!lfD�_I�til!fllfil;[{lrf�tlf{�.LQr1 Foley Residence GCB ••� Fishers Island, NY Page 2 of 2 Consulting Engineers, P.C. It is my opinion that the foundation work is constructed in substantial conformance with our Contract Documents, and meets the building code structural requirements. � of NFA Very truly, y�z\�s cuRrs4V0�� lk r � 083685 Charles C. Brown, P.E., President FSSIONP� cc: H.P. Broom Housewright, Inc. Hadlyme, CT Harry P. Broom <skip@hpbroom.com> cc: Bruce Kinlin, Architect New York, New York Bruce Kinlin <Bruce@kinlinrutherfurd.com> � Tn a. o v October 3, 2019 OCT — 9 2019 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is to let you know that I have inspected the insulation at the Foley project on Fishers Island, permit#42719. This letter is to certify that the insulation meets the specification requested and to the best of my knowledge meets and exceeds compliance with our submitted plans and code requirements. Sincerely, ARctii D Bruce D. Kinlin, AIA Registered New York Architect License#:029481 �OF N 1 i Anchor Insulation 43 Wisconsin Ave,NDrwich.Ct 8607393111 todd.costner anchorinsulation.com j r I March 14,2019 Town Hall Annex Building i Building Department OCT 7 54375 Rt 25 ; PO Box 1179 b Southold,NY 119 Dear Building Dep arfinent 54375 Rt 25 PO Box 1179 Southold,NY 119: Insulation installed t 711 Castle Rd.Fishers Island, NY I Roofline: 7"LaPolla Closed Cell(1149) i Exterior Walls:2"Lal lolla Closed Cell (R13)+R11uf Fiberglass Batt(R24)Total Basement/Crawlspz ce Ceiling JM R30 Fiberglass Batts , Crawlspace Walls: 2'LaPolla Closed Cell With DC 315 Intrum scent Barrier i Any questions,concf rns,orcomments please feel free to call o r email Todd Costner @ 86 319 3935. Email: todd.costner@anchor nsulation.com I Sincerely, ; Todd D.Costner I I i October 3, 2019 OCT - 9 2019 Michael J.Verity :`.' Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is in relation to the Foley project on Fishers Island, permit#42719. Enclosed in this package is a stamped letter from me regarding the building's insulation, as well as a letter from the insulation contractor. Also enclosed is a stamped drawing showing the exterior step built around two sides of the great room of the new construction for your records. I have been told these are the last items needed from our office for you to issue a final approval and CO for the project. Sincerely, 1 Bruce D. Kinlin,AIA Registered New York Architect License#: 029481 9 .. Duet Diaguosties", ixc Air Duct Cleaning & Sealing Specialists 354 Woodmont Road • Unit#13 • Milford, CT 06460 203.734.1532 888.382.8363 Fax 203.734.1534 l; 0 ductdiagnostics.com Duct Blasting Results March 19,2019 RPI License#5053018 Tom's Plumbing and Heating PO Box 534 Fisher's Island,NY 06390 Contact:Tom- 860-460-8950 RE: Fritz Foley Residence—Castle Rd—Fisher's Island—Tax Map 1000/Sec 005/Block 8/Lot 6 AHU Servicing Kitchen—1,080sgft -Permit#42719 -On March 18,20191 completed a duct leakage test on the air transportation system,at the above location. Testing Pressure—25pa A"Post-Construction"test was performed. Total leakage allowed per state law=4cfm per l 00sgft Total leakage measured at 25pa on the system at the above date=2.5cfm per 100sgft Pass Fail l 1,1 " � i A/1 1e-7 ,certify that ducts,air handlers,and filter boxes are sealed and tested by a qualified technician as required by the IECC 2015 as modified by the 2017 New York State Supplement. Signature. Date: Certified Member of the National Air Duct Cleaners Association and Indoor Air Quality Association Vol Duet DiaguoStieSo, LLC Air Duct Cleaning & Sealing Specialists 354 Woodmont Road - Unit#13 - Milford,CT 06460 203.734.1532 888.382.8363 Fax 203.734.1534 j" OD ductdiagnostics.com Duet Blasting Results March 19,2019 BPI License#5053018 Tom's Plumbing and Heating PO Box 534 Fisher's Island,NY 06390 Contact:Tom- 860-460-8950 RE:Fritz Foley Residence—Castle Rd—Fisher's Island—Tax Map 1000/Sec 005/Block 8/Lot 6 AHU Servicing Great Room—910sgft -Permit#42719 i i -On March 18,2019 I completed a duct leakage test on the air transportation system,at the above location. Testing Pressure—25pa A"Post Construction"test was performed Total leakage allowed per state law=4cfm per 100sgft Total leakage measured at 25pa on the system at the above date=2.86cfm per 100sgft Pass Fail I, 1 1^A_ r L- © ,certify that ducts,air handlers,and filter boxes are sealed and tested by auaa lified technician as required by the IECC 2015 as modified by the 2018 New York State Supplement. Signature: Date: Certified Member of the National Air Duct Cleaners Association and Indoor Air Quality Association 9 Duct Diaguostiese, imc Air Duct Cleaning & Sealing Specialists 354 Woodmont Road - Unit#13 • Milford,CT 06460 203.734.1532 888.382.8363 Fax 203.734.1534 ductdiagnostics.com Duct Blasting Results March 19,2019 BPI License#5053018 [D Tom's Plumbing and Heating PO Box 534 LI AUG 1 3 2019 Fisher's Island,NY 06390 Contact:Tom- 860-460-8950 �)V' 1s;air 3�,W _,i 'a RE: Fritz Foley Residence—Castle Rd—Fisher's Island—Tax Map 1000/Sec 005/Block 8/Lot 6 AHU Servicing Kitchen—1,080sgft -Permit#42719 -On March 18,2019 I completed a duct leakage test on the air transportation system,at the above location. Testing Pressure—25pa A"Post-Construction"test was performed. Total leakage allowed per state law=4efm per 100sgft Total leakage measured at 25pa on the system at the above date=2.5cfm per 100sgft Pass Fail I,l M ��� ,certify that ducts,air handlers,and filter boxes are sealed and tested by a qualified technician as required by the IECC 2015 as modified by the 2017 New York State Supplement. li 9 Signature. Date: ?-r Certified Member of the National Air Duct Cleaners Association and Indoor Air Quality Association AUG 1 3 2019 a J J. 165 Benton Street, Stratford, CT 06615p:(203)450-3000,www.homecomfortpractice.com August 13,2019 H.P. Broom—Housewright Inc 711 Castle Road Tax Map 10001Soc 005113Iock 811-ot 6 Fishers Island, NY 06390 Permit#42719 RE: Revised 13 lower Door Test Results for Addition at 711 Castle Rd.Fishers Island,NY. On Friday,July 26,2019,our technician performed a blower door test as per BPI Standards.The results of the test are as follows: BPI required inputs and standards (ASHRAE 62-89). 19NYCRR—Residential Code of New York State- 2016(RCNYS) Zone 4 Square footage 2,009 Corrected Ceiling height 15 Volume 24,644 Floors above grade 1 (15' H) N-factor 15.4 Air change factor 0.35 Minutes per hour 60 Air flow base 144 Minimum-CFM50(MVG) 2,213 Test result @ CFM501,2198 minus 70cfm credit for plastic on openings= 1,228CFM@50. CFM natural 84.28 ACH50 2.98 ACH(natural) .19 Pass Sincerely, , Federico Sanchez �� Qualify Control Inspector(BP[Cert#5038189} Home Upgrade Advisor v n. _ CT. L[C#HIC 0644515 Affordable year-round comfort 165 Benton Street Stratford,CT 06615 o:(203)450-3000 m:(203)690.2967 GNCB 1• Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation April 4, 2019 Town Hall'Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Re: Foundation Work APR 1 0 2019 1._ Foley Residence Principals 711 Castle Road Charles C Brown,P E Fishers Island, New York T• James F Norden,P E r Amy Jagaczewski,P E Permit No. 42719 Principal Emeritus ' Kenneth Gibble,P.E. Dear Mr. Verity: Geotechnical Associate David L Freed,P.E GNCB Consulting Engineers, P.C.-is the Engineer of Record for the Foley Structural Associate Residence renovation project under consttuction'on Fishers Island. Richard Centola,PE reviewed photos showing the progress of the crawl space foundation construction provided by H.P. Broom Housewright, Inc. (HPB), the General Contractor. HPB provided submittals of the Grade 60 steel reinforcing bars and concrete mix designs, which are acceptable. From the photos, the foundation area was excavated to a depth of 3-ft minimum below grade, the required frost depth. The footing bearing surface appears to be suitable granular material. Continuous concrete footings were formed, with 245 bars continuous, placed with clear cover at the bottom of the footings. There are vertical dowel bars with standard hook spaced along the length of the footing. Horizontal bars are also installed, tied to the verticals in the plane of the wall. Concrete sonotube_formed piers are constructed at the screened porch and decks to support the wood framing. The foundation work is substantially complete. The concrete bulkhead/stairs to the basement remain to be ,-- constructed. 1358 Boston Post Road P 0 Box 802 Old Saybrook,CT 06475 Tel 860 3881224 lastname@gncbengineers com gncbengineers com Y ` It �t r w L s s '#r � �, j • � T t O- # i • i i i 4 r f v { r-� � 7 l t lti Foley - Wrap-around Step Photo showing `1-A I !I Continuous Grade Beam (Poured reinforced Concrete) 41 - y - y r • ;'fir . - s - t � } i , t , { • s, a i � y / , s M ♦ ` ti R 1 i f ..we 1 w, w �w son yFoley Wrap-around Sonotube & " Big Foot" Piers f Assembled and readyfor installation t • • • • • COMMENTS FOUNDATION(1ST _ / tw. / INSULATIONMUO ROUGH FRAMING& PLUMBING • ■ ENERGYSTATE • - - _ t< tm:' gif Ap !. ADDITIONAL COMMENTS J, F.4 W ml IF -1 ; - / �► AV Iii -� u���i:�`i • i . vl� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING(DEPARTMENT Do you have or need the following,before applying? TOWN�IIALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planiung Board approval FAX: (631) 765-9502 ( j Survey Southoldtownny.gov PERMIT NO. �Z Check Septic Form N.Y.S.D.E.C. Trustees C 0.Application Flood Permit Examined- 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to. Disapproved a/c Phone: Expiration -,20 2 Building% Inspector PPLICATION FOR BUILDING PERMIT MAY 17 2019 Date MRy_J5 , 20 19 INSTRUCTIONS a. Bbd completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pia ns, accurate plot p an o 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 pen-nit 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. L�� (Signature of applicant or name,if a corporation) 330 WV! i 3 711 sirtZ:CN IOo19s—,r,sw-,r, t bb (Mailing address of ap licarit) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder f*-\J(E V - V,ItJ(-IN. (A9ZVh-rEC-T) Name of owner of premises F iZ t-m �-DLZI-A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: M'4ATE ZD%D OFA Ffl3T Ey4V 2oAID V\S WV4.3 154AND. House Number Street Hamlet Q� County Tax Map No. 1000 Section Oo5 Block_ Lot 0 V� subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SitjZ Ljr VkrnlLy R-EStoEr t'WL b. Intended use and occupancy ,„Q,�,� rgr�,L�H e��oc�,►-ram. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. J q) 7. Dimensions of existing structures, if any: Front 1'13 - (by Rear ((,°�' -r 3/2 Depth 77. Height 7.1'_V Number of Stories Dimensions of same structure with alterations or additions: Front 162 8 3/4 t/ Rear 16.2 Depth 77,�- 2i/tilt Height 27 r- 8" Number of Stories 2. !i 8. Dimensions of e tire new construction: Front III -�% " Rear 4 -7LY4 Depth S3km Height - -U -• It �' Number of Stories I 9. Size of lot: Front 60 •32-I Rear 36�•`I3' Depth 31u•82 'j3f,0•03� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. -I ZD 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises V-9-t,,z F&Le i Address Phone No. Name of Architect 52uc.E t>. KlarLj" Address33ou 3$?K • tm Phone No ziz-us- z"Is» Name of Contractor Address w-f I0010 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 13p-vtc p. klnrLtnt• being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AQ-c4h- sc,-T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perforin 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 this (� day of o.14 20 YA MING ZHAO Notary Public PUBLIC-STATE OF NEW Signature of Applicant No.01ZH6343420 (luslified In New York County My Commission Expires 06.13.2020 SU S�UORJ\\A ATER SzQtft A. Russell 0- LW -SUPERVISOR j\\4A-P4,A\G1EM1E_NT SOUTHOW TOWN HALL-P.O.B-- 1179 U6 47 53 ain Ro2d-SOUTHOLD,NEW YORK 11971 Town of Southold D L� DC 3 - TORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 7y, y o.F jFX7-F0M0"N&. -JUS PROJF= INVOLVF, - ,&N MOC ALL THAT APPLY) Yes NAY 2018 EI PJ A. earing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface- CIO B. Excavation or f illing involving more than 200 cubic yards-of materia within any parcel or any contiguous area. Ej Ed C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t of wetlands, beach, bluff or coastal El 154 D. Site preparation within 100 fee erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i OF] F. Installation of new -or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. --------------- Complete the Applicant section below with your Name, If you answered NO to all of the questions above, STOP Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If YOU answered YES to one or more of the above, please submit Two copies of a Storm-water Management control Plan L and a-completed Cbeck List form to the Building Department with your Building Permit Application. S.C-T.M- 1000 Date APPLICANT: (Property Owner.Design Profemional,Agent,Contract",Otbed OisfuKt NAME: 5?-vcT-- V kirn-iN (Af&oh-ire_-6_ Section Block Lot ".17OR BUILDINIG DEQ ART'NIENT USE ON I Conrad Informallorr. 2—17- 5 ffckp�M—W) Reviewed By: Date- Property Address I.oc,itlort of Construction Work: — — — — — — — — — — Approved for prom-,sing Building Permit. C:V-,b St rnwaier Management Control plan Not Required. Stormwatef Managrinew (,"ontrol Plan i:)Required- -------------------- equiled- Y(�Floward to Engineering Dcpartnienl rof Review) Follim - Sjm(-P -1(Y) MAY ','014 V �y 8s1 APPLICANT: S.c_T:M.'': 1000oak CHAPTER 23 6 (Property Owner,Der(gn Prolee1(onAl,Agent,Contr►Ctor,Merl K•-• vv 6 Stormwater Management Control Plan CHECK LIST NAME: 12AUCC- b K%r'2,1M S^eciondeck let SMCP -Plan Requirements: Provide ONE copy of the Building Permit Application rlem pr.M Date: * The applicant must provide a Complete Explanation and/or Reason for not providing q�!TZq C)S 1- l 6 fill Information that has been Required by the following Checklist! �irmnrte ,N.m,+n I. A Site Plan drawn.to scale Not Less that 60' to the inoh MUST YE If You answered Noor NA to any Item, Please Provide Just if ication. Here! show all of the following Items: NO NA If you need additional room for explanations, Please Provide additional Papei a, Location & Description of Proper-'y Boundaries i 'b.'Total Site Acreage. c. Existing - Natural & Man Made eatures within 50 of the Site Boundary as required by §286-17(C)(2), d. Test Hole Data Indicating Soil Character tics&Depth to Ground Water. 11= Soles M -p J2 t3E Pt wn 5 S e, Limits of Clearing•& Area of Proposed Land Disturbance. F. Existing & Proposed Contours of the Site (Minimum 2 intervals)INF�pi g. Location of all existing & propos structures,-roads, Small incluZie but not be INIted to: �,- driveways, sidewalks, drainage Improvements & utilities, 'W-e maintain, ons ru ion n rano,, i h Spot Grades & Finish Floor Elev tions for all existing & Wire Bac ed Silt Fencing, sta i izatlon proposed structures. Seeding-07 exposed and/or inactive solIF. i I, Location of proposed Swimming Pool and discharge ring. rw o rtiM E&u. I LQ J Location of proposed Soil Stdck lie Area(s). tt„ s txk i.e A,r k, Location of proposed Construction Entr nce/Staging Area(s), I. Location of proposed concrete w shout area(s). M. Location of all proposed erosion&sedir ient control measures. Dmr�DEP T. 2. Stormwater Management Cont(ol Plan mu include Calculations showing DRAINAGE 'qOUTHOLD that the stormwater Improvements are size to capture,store,and Infiltrate Contact T S EnMeering at - on-site the run-off from all Impervious sur aces generated by a two(21 inch Backfill, OR Provi aEn'gineer's(_er-E1fiLdti01l rainfall/storm event, that the drainage Fis 15teen'lintT31lerd 3. Details&Sectional Drawings for stormwater, radices are required for approval. Items requiring details shall includ but not be limited to: a, Erosion & Sediment Controls: b, Construction Entrance & Site Access. c. Inlet Drainage Structures (eg.ca ch basins,trench drains,etc) o d. Leaching Structures (e. .Inftltration basins,swales etca FORINGINEERING DEPARTENT USE ONLY* ► __..._.__ -.. ...1: . .. :. .-. . - -::-..:.:.___� �. _�� — i Additional Information is Required. ikeviewed l Stormwater Management Control Plan is Not Compiete Ap�rovedBy: - - - -- - - - - - - - - - - - - - - - - - - - - - Stormwat�r Management Control Plan Is Co��tplete. Date: -5, l SMCP has been approved by the Engineering Departme��: . 1. _')RM ` SWCP C Teck List -TOS MAI 2014 ; t_; SUFFOC�-�0� BUILDING DEPARTMENT- Electrical'tnsp6ctor i _3 i tido Gy TOWN OF SOUTHOLD �tn o Town Hall Annex - 54375 Main Road =00 130901U0 2019 V' Southold New York 11971-0959 Ix- Telephone (631) 765-1802 - FAX (631) 76&-9,&02 r h r rogerr ,southoldtownny.gov seand@southoldtownn,, qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 0'd l n e'd ac, Name: License No.: 4V 53,-ME n email: ID C&In _. earn Address: f5-9 18a Sb;k CT- moo ] Phone No.: 8G o• 34, p JOB SITE INFORMATION (All Information Required) Name: Fr;+z F6 IN Address: -111 OS-ft64I-; U,! I D An AJ Y Q&3 q O Cross Street: 09} A Phone No.: 3U0 �L9q. OdO Bldg.Permit#: L+a?1 q email: Tax Map District: 1000 Section: S Block: 09 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Eek Cd l 41)01 6A"d FYi S11 ii�iY�"r .2001 �S -4, T-f, Circle All That Apply: Is job ready for inspection?: SYE NO Rough In Final Do you need a Temp Certificate?: YES /00 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 1 vD-1-19 Request for Inspection Formals lJ I Kin n- !F h e-vfuird May 11, 2018 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, We are pleased to submit this application for the Foley Addition, located off Castle Road. on Fishers Island, NY. Enclosed for your revision are: 4 sets of Architectural drawings prepared by KRA 4 Sets of Structural drawings prepared by GNCB Engineers The REScheck Compliance Certificate The Application for Building Permit The Application for Certificate of Occupancy The Storm water Management Work Sheet The Storm water Management Checklist(required plan is included in the drawing set on sheet A021) A blank check to cover the required fees. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, r { Bruce D. Kinlin,AIA �ttt .5l4 Sv ! • '�a •1 t l4 1. } c . '.Z�. :Pv y,r. a ce3 ! MnflnRutherfurd October 23, 2018 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Please find enclosed, for Building department review, revised drawings for an amendment to previously approved drawings for renovations to the Foley Residence located at 711 Castle Road, Fishers Island (Private Road off East End Road). The proposed design revision to our original submission has been made due to structural considerations of the existing house and new addition, and the resulting cost effectiveness of construction.The proposed modifications which you will find on all included drawings are as noted below: - The main change that has been made is to the roofline of the building addition.This revision caused revision to demolition plans, removing part of the existing house which were not previously included, as well as changes to the architectural plans for structure as well as revisions to all structural drawings. - We have removed the previously proposed chimney on the East facade. - Minor changes were made to the window&door configurations. Enclosed for your revision are: 4 sets of Architectural drawings prepared by KRA(split into 2 packages) 4 Sets,of Structural drawings prepared by GNCB Engineers (split into 2 packages) The REScheck Compliance Certificate A blank check to cover the required fees. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, l Bruce D. Kinlin,AIA KinlinRutherfUl d Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 info@KinlinRutherfuidxom Foley- Fishers Island Pool,", FD December 14,2018 ga� MAH X Z9 CME Michael Verity Building Department Town of Southolds Southold Town Hall Annex Architecture 54375 Route 25 PO Box 1179 Engineering Southold, NY 11971 Planning Land Surveying RE: Foley-Fishers Island-711 Castle Rd. SCTM#1000-5-1-8, Environmental Services Dear Mike- We have located the new addition at the captioned site. Enclosed is a copy of our map for your files. Please contact me if there are any questions Sincerely, Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com CC:Jim Florian H.P.Broom Housewright Inc 162 Ferry Road Hadlyme,CT 06439 CME Associates Engineering,Land Surveying,&Architecture,PLLC. �. 860.885.1055 ® www cmeengineering com 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment,Meaning&Excellence.In All We Do. October 18,2019 — 0 CT 2 1 2019 Michael Verity Southold Building Department 53095 Main Road Southold, NY 11971 Dear Michael Verity, Please see the enclosed drawings in relation to the Foley Residence, Permit'Number 42719. Best Regards, Bruce D. Kinlin,AIA „%-,-, _-.17.7-1,11r_I-�A,::::�� e, (s,'� I nvu�, 1- �j,,,”,, ,"',-,.I� ,--11 Z�W-c�;'�C�,�Ij,• - I 'I'�­ __1-T.;, P., .:'ti.' F,�,��A , �, ;?Clz��, " - �,`,, .- 'M7 �: • , , , A0 .Z$�, �, " - -1-TNI, ��,,-- �-,•'k' -,,, �, I , , ., I ,11� 11.✓ , -,�.,-",: ,-1�7 1�_,4 11 ,,� -, . 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I , � III(, � , �-jj,ijjt_ju0e,j)u,L.ft6t be 11MIle - - --- il . - . - -,,'��, I I , - - --- - ­_­ 5h,, - -, 11 �, �� , - I - __- -- I — — �A . , - - - I - -I. - 1�-.�.� I � .- - -- ­ n I ING-' -�, � . . I Construction Entra ce, ,I.? I I I - aintalned Co :fa , �1 �, .. . - A well M 1-� ; , �� . & IN I el, ,;. abilizatio _�� . . . � Wire Bac . Ing,st tj ___ �'1­51 4 4;,, ked Slit fencing, � Is. ____ - osed and/or inactive s I 1�_ i I , 111, .11 pl I L. , ,'�I!i 4 �� Seeding of e)1P �I � I I L\ " III , CASTLE R()),`1 . 1"",��$z 1 11 14 k (J) 71.1 CASTLE ROAD 141�; . A \ / T31 FISHERS ISLAND,NEW YO . 0. 1, - , . 0, ,, . . ,,�T % 6,. \ 10 ll;1 "". I i I ,!�, � , \ ,--7'--) , NEW DECK \ \ I- % ; / _- I .__ &STEPS .__ I . o BLOCK 8 -11 I I, (P 01- LOT 6—A 11 LIMITS OF SITE pp 0" ;1, DISTURBANCE . I /_17 = 1 . 1 6 ACRES+ �,--C 14121SQ.FT AREA— 11 A R EA ly) I I �- - I I PROVIDE SI FENCE . , Au. 0-1, I I MAINTAIN . CONSTRUCTION (S DETAIL) 1. 11t I �I I'D / I I -1 �dk I P; ;.s. 11L I � , I - - � o. / I'lBLOCK 8l 1. KINLIN RUTH�f 111 I& , I-, - AL AL I .�IL IRON 330 WEST 38TH STRE I p I LOT 6 PIPE NEW YORK,NEW YbRX'! , I , EA— 1 .56 ACR S— �F " -----�711 11!� z Au. 11L I" . Ilk .I. I, .11L t,;. . " ,�'.5-, --A� — ,* APPROVA T I -9 ' , I 1�1 Comm ,0,U "' 11 .11u o . l(�- �� Date: '"I , . �jk Iflu 11L A& CO ApproveiI16 ALL AL �, .� L �­ r ';, Illy " , � � — , , N 83o04'00"W \c� " 1 ; , 11,1- I �� I& .% IRON CD " ,, 362.931 11IL/ PIPE ST I� ,.,'�NX , , ­ I, , , , , - I " , I I I """ * , , " I I "�' , , , ` - " , - I" - , , * ��,, I , , I __ I - _1`- ll 11� -1 'I.,-_.,�, ­ 1-1` "I I 11 � I 'll, I --.�1-11 I 1-1 1 -1.1 1.` I."I- .11_1- I � . 1vt�_]�§],��-_"', , , , '' I-", I'll-, 1-11, -11 -1.1 �11�1, - �\- , " ' ' ­­ '""" * -A�', - __ , "" I,", 11 - L., I_ - "",� ,__ I- " ,� , �I I, ,. ,. -1 ,. --,�t� I� , .". �",, . .I �,�\� ,�� `_ �;j "M - - m N, '01 '' I I , � __ I "I � ----I I _ __ I ,�_.,.�� , _ - I - "I-,- ' I T REScheck Software Version 4.6.5 Compliance Certificate Project Castle Road House Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Castle road Fritz Foley Bruce Kinlin Private Road off East end road Kinlin Rutherfurd Architects Fishers Island, NY 06390 330 West 38th Street Suite 1006 New York, NY 10018 2126952988 bruce@kinlinrutherfurd.com Eli i Compliance: 0.0%Better Than Code Maximum UA: 509 Your UA: 509 Maximum SHGC: 0.40 Your SHGC: 0.23 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. Perimeter addition ceiling: Cathedral Ceiling 547 38.0 0.0 0.027 15 addition ceiling-guest: Flat Ceiling or Scissor Truss 550 38.0 0.0 0.030 17 alteration Ceiling: Cathedral Ceiling 1,075 38.0 0.0 0.027 29 Alteration Walls:Wood Frame, 16" o.c. 895 21.0 0.0 0.057 35 marvin Double hung: Metal Frame with Thermal Break:Double Pane with Low-E 142 0.290 41 SHGC. 0.20 marvin fixed casement: Metal Frame with Thermal Break:Double Pane with 47 0.280 13 Low-E SHGC: 0.32 marvin glass door: Glass 97 0.320 31 SHGC: 0.26 Addition Walls: Wood Frame, 16" o.c. 1,458 21.0 0.0 0.057 62 marvin double hung: Metal Frame with Thermal Break:Double Pane with Low-E 86 0.290 25 SHGC: 0.20 marvin fixed casement: Metal Frame with Thermal Break:Double Pane with 33 0.280 9 Low-E SHGC: 0.32 custom window L3: Metal Frame with Thermal Break:Double Pane with Low-E 99 0.270 27 SHGC: 0.22 marvin wood door: Solid 22 0.640 14 custom sliding doors: Glass 124 0.290 36 SHGC: 0.21 Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 1 of10 prelim.rck t , f 1 Gross Area Assembi or . Cavity Cont. U-Factor' UA Floor 1:All-Wood J oistlTru ss:Over Unconditioned Space 1,440 30.0 0.0 0.033 48 Crawl 1: Solid Concrete or Masonry 1,440 0.0 5.0 0.128 107 Wall height: 4.8' Depth below grade: 4.0' Insulation depth: 4.0' 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 2015 IECC requirements in REScheck Version 4.6.5 and to(cmply with the andatory require nts I' ted in the REScheck Inspection Checklist ce )A_/ Name-Title Signe ture Dat Project Title: Castle Road House Report date: 05/11/18 Data filename: I<:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 2 of 10 prelim.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section, Plans Verified Field Verified t # , Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and -.I❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ;❑Does Not [PR1]1 !,energy code compliance for the I Q6) ;building envelope.Thermal $ ,❑Not Observable lenvelope represented on s. a ❑Not Applicable ; ;construction documents. l 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. 103.2, !documentation demonstrate []Does Not 403.7 energy code compliance for z ; [PR3]1 :lighting and mechanical systems. ; ❑Not Observable !Systems serving multiple € ❑Not Applicable :dwelling units must demonstrate _ compliance with the IECC ;Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403.7 1 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 Ion loads calculated per ACCA Cooling: Cooling: tNot Observable I Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Pp Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 3 of10 prelim.rck Section Plans Verified Field Verified # Foundation Inspection Value • Value Complies? Comments/Assumptions &Req.ID 402.2.11 ;Unvented crawl space wall ; R- ; R- ;❑Complies ;see the Envelope Assemblies [F07]1 l insulation R-value. R_ R_ ;❑Does Not table for values. 'J ;❑Not Observable i ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies ;Requirement will be met. [F08]1 ;insulation installed per ❑Does Not j J manufacturer's instructions. ❑Not Observable ; ❑Not Applicable 402.2.11 ;Unvented crawl space continuous �❑Complies ;Requirement will be met. [F09]1 vapor retarder installed over .�❑Does Not exposed earth,joints overlapped ; !by 6 in. and sealed, extending at ❑Not Observable I least 6 in. up and attached to the I❑Not Applicable ; (wall. i ' 402.2.11 ;Unvented crawl space wall in. ; in. ;❑Complies ;See the Envelope Assemblies [FO10]1 I insulation depth of burial or ;❑Does Not Mable for values. !distance from top of wall. ; ;❑Not Observable ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies ;Requirement will be met. [F011]2 Ito protect exposed exterior ❑Does Not 1 insulation and extends a !minimum Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 ;Snow-and ice-melting system li ,❑Complies ;,Exception: Requirement is [F012]2 controls installed. y ElDoes Not not applicable. f - ❑Not Observable I 10Not Applicable j Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 4 of 10 prelim.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, !Door U-factor. ; U- ; U- ❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 '❑Not Observable ®J :❑Not Applicable 402.1.1, jGlazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ;❑Complies ;Requirement will be met. [FR4]1 fare determined in accordance ]❑Does Not :114 twith the NFRC test procedure or ;taken from the default table. ❑Not Observable ( �❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier l ❑Complies ;Requirement will be met. [FR23]1 I installed per manufacturer's s❑Does Not U ;instructions. J❑Not Observable j❑Not Applicable 402.4.3 !Fenestration that is not site built 10Complies ;Requirement will be met. [FR20]1 lis listed and labeled as meeting ,❑Does Not ;AAMA/WDMA/CSA101/I.S.2/A440 1101 ,or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code + ; ❑Not Applicable :;limits. ; 402.4.5 ;IC-rated recessed lighting fixtures; J❑Complies :Requirement will be met. [FR16]2 sealed at housing/interior finish j❑Does Not and labeled to indicate <2.0 cfm ;leakage at 75 Pa. I❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 :insulated >= R-8 where duct is ❑Does Not :completely inside the 0) >= 3 inches in diameter and >= j :building envelope. R-6 where< 3 inches.Supply and ❑Not Observable !return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. € j 403.3.5 ;,Building cavities are not used as �❑Complies :Requirement will be met. [FR15]3 !ducts or plenums. }, }❑Does Not �6 JE]Not Observable ❑Not Applicable 403.4 I HVAC piping conveying fluids R- ; R- ❑Complies :Exception: Requirement is [FR17]2 !above 105 °F or chilled fluids ;❑Does Not not applicable. !below 55 °F are insulated to >_R- i3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC {t '❑Complies ;Requirement will be met. [FR24]1 I piping. i ❑Does Not ! f 14), ]EINot Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 1>_R-3. ! ; E❑Does Not ! U ;❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are #❑Complies ;,Requirement will be met. [FR19]2 !installed on all outdoor air ❑Does Not !intakes and exhausts. ❑Not Observable j ( i❑Not Applicable 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact((Tier Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 5 of10 prelim.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 6 of 10 prelim.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled - ❑Complies ;Requirement will be met. [IN13]z I or the installed R-values i ❑Does Not I provided. " ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- 1❑Complies See the Envelope Assemblies 402.2.6 I ❑ Wood I❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable t❑Not Applicable ; 303.21 ;Floor insulation installed per ; 1❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ;,underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in i ❑Not Applicable ;contact with the top side of ; :sheathing, or continuous I insulation is installed on the ` underside of floor framing and I extends from the bottom to the I top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the 1❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall E] mass El Mass :❑Not Observable ' [IN3]1 ;exterior,the exterior insulation I ; 0) !requirement applies (FR10). E] Steel i E] Steel ❑Not Applicable ; ; ; 303.2 I Wall insulation is installed per (. ❑Complies ;Requirement will be met. [IN4]1 i manufacturer's instructions. f I❑Does Not ❑Not Observable k �❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 7 of 10 prelim.rck 1 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ 402.2.6 Steel ❑ Steel ;❑Not Observable � [Fill' ;❑Not Applicable ; ; 303.1.1.1, :Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ( IE]Does Not [FI2]1 :Blown insulation marked every ;300 ft2. ❑Not Observable j❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 i insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that {extends over insulation. ❑Not Observable i y❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 insulation ?R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 tach in Climate Zones 1-2, and E❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies :Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 I ft2 ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air (conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable pests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. ; 403.3.3 I Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception: All ducts and air [F[27]1 determine air leakage with ft2 ft2 ;❑Does Not handlers are located within ;either: Rough-in test:Total ;❑Not Observable :conditioned space. leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of ;test. Postconstruction test:Total ; ;leakage measured with a ; :pressure differential of 0.1 inch ;w.g. across the entire system ; !including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated t ;❑Complies ;Requirement will be met. [F[24]1 by manufacturer at<=2%of ❑Does Not design air flow. p ; i 1ElNot Observable I )❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]2 i installed for control of primary E ❑Does Not heating and cooling systems and ❑Not Observable ' I initially set by manufacturer to code specifications. ( ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ' ❑Complies :Requirement will be met. [FI10]2 Ion heat pumps. ❑Does Not i ❑Not Observable , ( ❑Not Applicable 403.5.1 :Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2 Isystems have automatic or ; ❑Does Not not applicable. !accessible manual controls. JI ❑Not Observable ' i {❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 8 of 10 prelim.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 {All mechanical ventilationsystem ❑Complies I Requirement will be met. [FI25]2 !fans not part of tested and listed ❑Does Not (HVAC equipment meet efficacy land air flow limits. ❑Not Observable ( , ❑Not Applicable j 403.2 j Hot water boilers supplying heat ' ; ❑Complies ;Exception: Requirement is [FI26]2 !through one or two-pipe heating j ❑Does Not not applicable. systems have outdoor setback Observable I control to lower boiler water JE]Not temperature based on outdoor ❑Not Applicable temperature. ; ; 403.5.1.1 ;Heated water circulation systems ❑Complies ',Exception: Requirement is [FI28]2 i have a circulation pump.The ( ❑Does Not :not applicable. !system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable !pipe.Gravity and thermos- ((( ! ❑Not Applicable syphon circulation systems are ; not present. Controls for i circulating hot water system i pumps start the pump with signal l,for hot water demand within the occupancy. Controls I automatically turn off the pump # ; Iwhen water is in circulation loop ; I is at set-point temperature and f no demand for hot water exists. 403.5.1.2 ``Electric heat trace systems ;❑Complies :Exception: Requirement is [FI29]2 Icomply with IEEE 515.1 or UL ? ❑Does Not !not applicable. 1515.Controls automatically !adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; `desired water temperature in the j piping. r 403.5.2 j Water distribution systems that ❑Complies ;Exception: Requirement is [FI30]2 I have recirculation pumps that j ❑Does Not not applicable. pump water from a heated water (supply pipe back to the heated ❑Not Observable !water source through a cold j ❑Not Applicable water supply pipe have a !demand recirculation water ; system. Pumps have controls ,that manage operation of the !pump and limit the temperature !of the water entering the cold !water piping to 1049F. 403.5.4 1 Drain water heat recovery units ❑Complies 1 Exception: Requirement is [FI31]2 !tested in accordance with CSA I ❑Does Not ;not applicable. B55.1. Potable water-side ; i ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable !individual units connected to one i or two showers. Potable water- side pressure loss of drain water t I heat recovery units < 2 psi for €, j jindividual units connected to three or more showers. 404.1 175%of lamps in permanent - ; E❑Complies ;Requirement will be met. [FI6]1 !fixtures or 75%of permanent j ❑Does Not !fixtures have high efficacy lamps. !Does not apply to low-voltage ( JE]Not Observable lighting. ` ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 no continuous pilot light. ! ❑Does Not j not applicable. � ❑Not Observable , j IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: I<:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 9 of 10 prelim.rck ' r Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 !Compliance certificate posted. ( ❑Complies :Requirement will be met. [FI7]2 ElDoes Not Not Observable j❑Not Applicable 303.3 ;,Manufacturer manuals for I ❑Complies ;Requirement will be met. [F[18]3 mechanical and water heating ,❑Does Not systems have been provided. J❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 05/11/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 10 of10 prelim.rck o 2015 IECC Energy Efficiency ifs Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 5.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 0.20 Door 0.29 0.21 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.5 Compliance Certificate Project Castle Road House Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Castle road Fritz Foley Bruce Kinlin Private Road off East end road Klnlln Rutherfurd Architects Fishers Island, NY 06390 330 West 38th Street Suite 1006 New York, NY 10018 2126952988 bruce@kinlinrutherfurd.com Compliance: 1.2%Better Than Code Maximum UA: 509 Your UA: 503 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Assembly or R'-Value R-Value U-Factor UA Perimeter addition ceiling: Cathedral Ceiling 547 49.0 0.0 0.022 12 addition ceiling-guest: Flat Ceiling or Scissor Truss 550 49.0 0.0 0.026 14 alteration Ceiling: Cathedral Ceiling 1,075 49.0 0.0 0.022 24 Alteration Walls:Wood Frame, 16"o.c. 895 20.0 0.0 0.059 36 marvin Double hung: Metal Frame with Thermal Break:Double Pane with Low-E 142 0.290 41 SHGC: 0.20 marvin fixed casement: Metal Frame with Thermal Break:Double Pane with 47 0.280 13 Low-E SHGC: 0.32 marvin glass door: Glass 97 0.320 31 SHGC: 0.26 Addition Walls:Wood Frame, 16"o.c. 1,458 21.0 0.0 0.057 62 marvin double hung: Metal Frame with Thermal Break:Double Pane with Low-E 86 0.290 25 SHGC: 0.20 marvin fixed casement: Metal Frame with Thermal Break:Double Pane with 33 0.280 9 Low-E SHGC: 0.32 custom window L3: Metal Frame with Thermal Break:Double Pane with Low-E 99 0.270 27 SHGC: 0.22 marvin wood door: Solid 22 0.640 14 custom sliding doors: Glass 124 0.320 40 SHGC: 0.32 Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 1 of 10 permit - revised.rck Assembly Gross Area Cavity Cont. U-Factor UA Perimeter Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,440 30.0 0.0 0.033 48 Crawl 1:Solid Concrete or Masonry 1,440 0.0 5.0 0.128 107 Wall height:4.8' Depth below grade: 4.0' Insulation depth: 4.0' Compliance Statement: The proposed building design described here is c �building plans,specifications,and other calculations submitted with the permit application.The proposed bwldi I een4 s�g00 to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory regwreme i ted i the;lc{ Inspection Checklist. &WG'E b- -A(-col-rec,-f ' -r4 ` � Li Name-Title S1 g A urea n ,;-" �' + Date �5 OF Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 2 of 10 permit - revised.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.lD 103.1, 1 Construction drawings and h ❑Complies ;Requirement will be met. 103.2 documentation demonstrate Not [PRJ]1 !energy code compliance for the �p !building envelope.Thermal ❑Not Observable ; i envelope represented on . ' ; ❑Not Applicable ;construction documents. 103.1, 'Construction drawings and J❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable J :Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ;compliance with the IECC ; !Commercial Provisions. I 302.1, !Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 !on loads calculated per ACCA Cooling: Cooling: :❑Not Observable 00 1Manual J or other methods Btu/hr Btu/hr !approved by the code official. ;❑Not Applicable i ' Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 3 of 10 permit - revised.rck section Plans Verified Field Verified #. Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.2.11 ;Unvented crawl space wall R- R- ;❑Complies ;See the Envelope Assemblies [F0711 :insulation R-value. ;❑Does Not table for values. R- R- �) ;❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall ❑Complies ;Requirement will be met. [F08]1 :insulation installed per El Does Not manufacturer's instructions. ❑Not Observable ' ❑Not Applicable 402.2.11 ;Unvented crawl space continuous �❑Complies :Requirement will be met. [F09]1 vapor retarder installed over i ;❑Does Not ; exposed earth,joints overlapped1119) ; by 6 in.and sealed,extending at ❑Not Observable least 6 in. up and attached to the ❑Not Applicable ; ;wall. 402.2.11 ;Unvented crawl space wall ; in, in. ;❑Complies ;See the Envelope Assemblies [FO10]1 :insulation depth of burial or i ;❑Does Not table for values. ;distance from top of wall. ; ❑Not Observable ;❑Not Applicable 303.2.1 ;A protective covering is installed I , ❑Complies ;Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not U insulation and extends a ; ; ❑Not Observable minimum of 6 in. below grade. I , ❑Not Applicable ; 403.9 }Snow-and ice-melting system I ❑Complies ;Exception: Requirement is [FO12]2 i controls installed. ❑Does Not :not applicable. �J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 4 of 10 permit - revised.rck Section Plans Verified, Field Verified 0 Framing%Rough=ln,Inspection Value_ Value Complies? 'Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;see the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ❑Not Observable U ; ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ; ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance �' ❑Does Not with the NFRC test procedure or []Not Observable ;taken from the default table. []Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier 10complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not U ;instructions, ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 1 AAMA/WDMA/CSA 101/I.S.2/A440 U ,or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures i❑Complies ;Requirement will be met. [FR16]2 1 sealed at housing/interior finish ❑Does Not land labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ; r ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the U ;>=3 inches in diameter and >_ ; ❑Not Observable 1 building envelope. R-6 where< 3 inches.Supply and ; return ducts in other portions of i ❑Not Applicable ; ;the building insulated >= R-6 for ` ;diameter>= 3 inches and R-4.2 .for<3 inches in diameter. 403.3.5 I Building cavities are not used as ; ❑Complies :Requirement will be met. [FR15]3 ducts or plenums. • ❑Does Not U ❑Not Observable I ? ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- 1❑Complies :Exception: Requirement is [FR17]2 !above 105°F or chilled fluids . • ;❑Does Not •not applicable. below 55 °F are insulated to>_R- l� 3 ; ;❑Not Observable ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 .piping, ❑Does Not �i ❑Not Observable i ❑Not Applicable 1 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not J 1 ;❑Not Observable ' ❑Not Applicable 403.6 .Automatic or gravity dampers are I ❑Complies ;,Requirement will be met. [FR19]2 !installed on all outdoor air ❑Does Not i intakes and exhausts. ❑Not Observable ' 11INot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 5 of 10 permit - revised.rck Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 6 of 10 permit - revised.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 :or the installed R-values ❑Does Not `provided. ❑Not Observable I ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable Bj ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the (y ;underside of the subfloor,or floor, ❑Not Observable ; framing cavity insulation is in ❑Not Applicable contact with the top side of ) ,sheathing,or continuous , insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation �j :requirement applies (FR10). ;E] Steel E] Steel i❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ; � I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 7 of10 permit - revised.rck section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, Steel ;❑ Steel ;❑Not Observable 402.2.6 ; [FI1]1 ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every 300 ft2. - ❑Not Observable ❑Not Applicable 402.2.3 !,Vented attics with air permeable ; ❑Complies :Requirement will be met. [FI22]2 !insulation include baffle adjacent ❑Does Not ito soffit and eave vents that ❑Not Observable , i extends over insulation. ; ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the PDoes Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 i ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. 1 ❑Not Observable , ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 I❑Complies :Exception:All ducts and air [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 :❑Does Not handlers are located within <=3 cfm/100 ft2 without air :conditioned space. handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to ; /cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 determine air leakage with ft2 ft2 UDoes Not handlers are located within ;either: Rough-in test:Total ;conditioned space. ;leakage measured with a ; ; :❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable w.g, across the system including ; ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 1 ; 403.3.2.1 ;Air handler leakage designated i❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. i ❑Not Observable I ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [Flg]2 I installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable !code specifications. ❑Not Applicable 403.1.2 i Heat pump thermostat installed I❑Complies ;Requirement will be met. [FI10]2 Fon heat pumps. ❑Does Not M 4 i❑Not Observable I ; ❑Not Applicable 403.5.1 ;Circulating service hot water { ❑Complies ;,Exception: Requirement is [FI11]2 :systems have automatic or ` ❑Does Not not applicable. ;accessible manual controls. i ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House - FI (Foley)\rescheck\284- res check Page 8 of10 permit - revised.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system? ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed # ❑Does Not HVAC equipment meet efficacy g ;and airflow limits. IE]Not Observable , ❑Not Applicable 403.2 i Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [F126]2 !through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback # ❑Not Observable control to lower boiler water !temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 !have a circulation pump.The F ❑Does Not not applicable. ;system return pipe is a dedicated ❑Not Observable ,return pipe or a cold water supplyf !pipe. Gravity and thermos- S ❑Not Applicable ; syphon circulation systems are I not present.Controls for circulating hot water system pumps start the pump with signal ;for hot water demand within the !occupancy. Controls automatically turn off the pump Iwhen water is in circulation loop Hs at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ;❑Complies ;Exception: Requirement is [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not not applicable. ;515.Controls automatically ; adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ; piping. I 403.5.2 ;Water distribution systems that ❑Complies ;Exception: Requirement is [F130]2 !have recirculation pumps that F❑Does Not not applicable. pump water from a heated water ; I supply pipe back to the heated ❑Not Observable !water source through a cold ! ❑Not Applicable water supply pipe have a ; Idemand recirculation water Isystem. Pumps have controls I that manage operation of the pump and limit the temperature I ; of the water entering the cold € water piping to 104917 403.5.4 ;Drain water heat recovery units ❑Complies !Exception: Requirement is [FI31]2 Itested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable !recovery units < 3 psi for ❑Not Applicable ;individual units connected to one i or two showers. Potable water- side pressure loss of drain water ;heat recovery units< 2 psi for ; I individual units connected to ;three or more showers. 404.1 I75%of lamps in permanent I❑Comphes ;Requirement will be met. [FI6]1 fixtures or 75%of permanent £ ❑Does Not !fixtures have high efficacy lamps.; Does not apply to low-voltage ❑Not Observable !lighting. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies ;,Exception: Requirement is [FI23]3 :no continuous pilot light, ! ❑Does Not not applicable. J S ❑Not Observable r ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 9 of 10 permit - revised.rck section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 (Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 - ❑Does Not ❑Not Observable ❑Not Applicable 303.3 i Manufacturer manuals for f ❑Complies :Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Castle Road House Report date: 10/23/18 Data filename: K:\1-ACTIVE PROJECTS\284-Castle Road House- FI (Foley)\rescheck\284- res check Page 10 of 10 permit - revised.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 5.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.20 Door 0.32 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name:-e {� O �< <���� Date: f0&31$ Comments CO j UJ `c�9TE 0� U F a OCT 2 1 2019 °a z 5 a—e ---- ------- - ----� L--- - *•'� #{ - s•^( NEW GRADE BEAM ---------------_ --- L ' I "h I• NEW CONCRETE PIERS i CRAWL BELOW SPACE I .' I OPOS B—6�• 8'-6�• 6'-6X B'-6�• I I I r -I r -I r I •i' 4210 \O /`� AMENDMENi3 10.1519 IL —J L—J L—J AMENDMENT2 10.0819 2 AMENDMENTS 10.17.18 I ISSUED FOR PERMIT 05.1LSB I � I I•i -' I u-o� `° CASTLE ROAD HOUSE j€.DECO-T-v' -----"----- I roan oesso .3' 2X8 FRAMING d --- --�— ---------———————————— )` IPE TREADS .2X8 FRAMING n ` GRACE_ 2X8 FRAMING-- 2X8 FRAMING ) 'yj F •I lZ > r• .� c 710"x CONCRETE 'T--,• ( 12 X 24 GRADE F_l� BEAM L 10" SONOTUBE 1 FOOTING 10" •i <1 ) KINLIN RUTHERFURD ARCHITECTS,PLLC I I BOTTOM OF FOOTING S-0" Nsowrsr sem smnr,sone voos TEL rzv]I essa98e i MIN BELOW < ev man.nvwruan voo�e vwv.p>6l sezna6 >_q�• ADJACENT GRADE (FROST I 26 Y8. DEPTH)TYP LINE OF SCREENED 7" 10" 7" ) PORCH ABOVE 2'-0" O1 01 ) 51 of A2ot s2 1 OL BASEMENT PLAN j O 1 DECK•FOOTING DETAIL ) LANDING FOOTING DETAILS 5 a a a SK-01 0 PROJECT:284 U x - OCT 2 7 2019 J ]C Ii aSr`�ri ��ls -- 3-0 ———— ——————— i "•�`� s - _ -�t - - -"^� �NEW GRADE BEAM ., L I I ,., I• NEW CONCRETE PIERS CRAWL BELOW I ( � �' . SPACE oaasEo 210 `o AMENDMENT3 101519 L—J L—J L—J I 3 AMENDMENf2 100819 AMENDMEM 1 1017.18 ISSUED FOR PERMIT 05.SL18 In I I o 35'-0}g' CASTLE ROAD HOUSE ———I——J L ————— ——-———————— I F �.-.--.�.�-.�wv.ING'—�_DS2X8 FRAMINGING-- 2X8 FRAMING C7j iw��.�...i-+moi - J� _ n:f. ✓�. L PNEW I ERS CONCRETE I 2 X 24 GRADE---, ��{ J BEAM Q�G�w� ' r �- L_ or- �- 10" SONOTUBE •i FOOTING 10" r r / BOTTOM OF KINLIN RUTHERFURD ARCHITECTS,PLLC —I} I FOOTING MIN BEELOWLOW swwRn.NevvaA�rs rte iaa rnM(7 s)s�ii J 1 I ADJACENT GRADE \ xEwvu w l3 (FROST DEPTH)TYP LINE OF SCREENED 7" 10" 7" ` PORCH ABOVE 2'-0" J 01 01 sl 2` s2 1 OZ BASEMENT PLAN ) 01 DECK FOOTING DETAIL 1 01 A201 G l f LANDING FOOTING N DETAILS 2 a SK-01 PROJECT:284 U J ` I i Lj x J I 1 •L. 2 1 2019 OCT 1 a I � I i i } ' `''{ - •^{- NEW GRADE BEAM --- I --� FI -------`i-------- l l L I I• NEW CONCRETE PIERS BELOW CRAWL I I' SPACE OP0S 6 6v 8'-6�" 6-6ye 6-6}0• I I I I I I I I = aQ T X10 \O AMENDMENT 10.1519 i -11L—J L—J i L—J I ) I I AMENDMENT2 10.0879••_ I 2 I AMENDMENT 1 10.17.18 I I 1 I } ISSUED FOR PERMIT 051L78 LW CASTLE ROAD HOUSE I o 35'—OJg" ���""���� 11 USRE MILD I --J L ----- ----------- _ I *TO DECK issxErsuurvox :: ,ii..-R ;• y,•:. V``-.,' '_ _ _ •` f e• _ ELEv -D 2X8 FRAMING--------------------- 2 ___________ IPE TREADS 2X8 FRAMING I � — r -7 'T— GRADE_ 2X8 FRAMING'- 2X8 FRAMING •i �`� I � •� l"' _ '.I,-' ( �ELEV-0`-0� _ J f LC! d+f� ar Ted, L, it� :,N• � /'`�E 'o NEW 10"z10" CONCRETE ( ,i �� - Vis✓' '- +i T— PIERS(TYP) 12 X 24 GRADE'- , .\ "'1 A16 A%/ BEAM !, ,tV` L I ( 10" SONOTUBE a {, 0 F Nr- FOOTING 1-FOOTING 10^ ' BOTTOM OF 1O KINLIN RUTHERFURD ARCHITECTS,PLLC ,. FOOTING 3�-0" ) aaowEs*aa}n srnm,smevaoa tu.lzulssszves L J + L 1 MIN BELOW xexroxn.nEwrwKzro,e r�x.o7sl GRADE (FROST saz irw ADJACENT ( DEPTH)T1'P 26-V LINE OF SCREENED 7" 10" 7" PORCH ABOVE 2'-0" 01 01 112 52 1 OG BASEMENT PLAN 01 DECK FOOTING DETAIL 1 � 01 A201 r %C)" gSia"=�o` LANDING FOOTING N DETAILS SK—®1 PROJECT:294 s J z % J L ly f OCT 2 1 2019 711a +_ _ - - - h 1(/ NEW GRADE BEAM -�` L I I• ) NEW CONCRETE PIERS CRAWL ( I BELOW SPACE I' I ISI PROPOSED _ _—__ __ 2 8-6YB• 8'-6Y8• 8'-6y 8-6V I I I r � r � � � � I •• I I I I I I I I I - as •� pip ,O AMENOMENT3 101519 L—J I I AMENDMENT2 10 08 19 AMENDMENT 1 1017,18 • I ISSUED FOR PERMIT 05.1118 CASTLE ROAD HOUSE J ----- ----------- I fro perk ) I FlSxER515LWD N­x DB3W E-LiV _p ------------------- 2X8 FRAMING _� —————————— IP I 1 E 2X8 FRAMING G � (' GRACE_ AR 2X8 FRAMING— 2X8 FRAMING.1: I I J b NEW 10"x10" CONCRETE L PIERS(T1P) 12 X 24 GRADE BEAM X 02 e L L+ 10" SONOTUBE FOF NDN" I FOOTING BOTTOM OF KINLIN RUTHERFURD ARCHITECTS,PLLC FOOMING BELOW xt�ivvowN.n m�noo�ie 1408 inx`.insi__ J T_aYav ADJACENT GRADE ' 3 (FROST 1 26_ DEPTH)TYP IJNE OF SCREENED PORCH ABOVE �" 10" 7- PORCH p1 Gt 3 sz z 52 t QBASEMENT PLAN 0�1 DECK FOOTING DETAIL 01 Azot Z 1 LANDING FOOTING DETAILS x a a 0 PROJECT:284 SK-01 U J W F S V a a 0 a W a J IZ. vC I I � T 15 NEW GRADE BEAM L I .,, I• NEW CONCRETE PIERS BELOW CRAWL I I ' SPACE I I PROPOSED 8—6yg- 8—6yg- I r -I r r I I I I I I I I I I :" D7 i 210 ,^ AMENDMEM3 10.1519 L—J L_J L_J l a IAMENDMENT 2 100819 I I = I 2 I � AMENDMENT 1 101718 ` ISSUED FOR PERMIT OS.iL]B 72 CASTLE ROAD HOUSE I . -———————— Q''EO DECO_ r¢RE9s vvwu9 xElvm9rca6i99 : - I nt cnsTtE.Roa R .. r.., j: i- '�.•.'.�+`.i- .�. _ I 2X8 FRAMING—� — —L. IPE TREADS 2X8 FRAMING �'y-^rt1,'i_ r;•�3`<< A'A y -+-� r GRACE 2X8 FRAMING-- 2X8 FRAMING ,,JJ ,�.•"T r' iP �; ,,, 1 rNEW CONCRETE•: 12 X 24 GRADE I BEAM Q ti J •�`•+.�t S L 22 10" SONOT FOOTING c /l.�•- ps� y�� �,�� I i 1 FOOTING 10" SRF! ! a+ T' BOTTOM OF KINLIN RUTHERFURD ARCHITECTS,PLLC t ,r' FOOTING 3'-0" ) 330W6T 39TH SiPEff,9119E1We TEL�1u)eesz9ee J + MIN BELOW xcwr9xx nnvra+K vro�9 raepx9�sez-orae �_q�•` ADJACENT GRADE (FROST zs-)�• DEPTH)TYP I --LINE OF SCREENED 7" 7" PORCH ABO '-OL fiy.rt� TING 01 01 sz 52 1 BASEMENT PLAN L�o 1 DECK FOOTING DETAIL 1 01 A2o1 LANDING FOOTING DETAILS x SK-®1 PROJECT,284 2-5 2- r 3-5 3-8 4) L. 260 E 0 3 r C) o .2 7-3 3-2 2-3 LL cc)2 42) cb 7-4 ui = r C) 7-12 7-6 U) a L. CL > C-) 3-1 LuQ 0 '2 ca0 cz !D I-- > 7-5 J-- cn 7-11 co E C:) 0) tV 0 co 0i cz 7-7 0 ■00% w LLJ c*j 1-12 q) - C? U) -Z 7-8A cn > 'a c� 7-10 co c1l) co o POLE 8-1 8-2 Lu U) CID co z #672 2 Ld 7-8B M rr7 7-9 8-4 8-3 & 8-4A a 's ..... ...... .. ..... F, .. ............. 7 -,Ae tA 7 ra R=75.37' / �° 09.34 i .fl'% A W9 A-808' <ly, LOCATION MAP SCALE 1 =400' lAAP REFERENCES 0 R=490.60 '; - I. SITE PLAN CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS '- =299.9r A=50.02'A-148.75' I-LAND, NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC SUITEi30 WEST 38TH STREET, .1 far :, �.. \, TEL: (212) 695-2988 FAX: (775) 582-1736 SHEET A-020.00 SCALE 1/32 = 1" FOR CONSTRUCTION 09.10.18 1110TES ...... 16 g ir R=490.60' A=87.43' THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE till INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE N / \ 7 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 5: 4G7.0,9 W.' 737 45F THE SCOPE OF THE ENGAGEMENT. -m PORTION OF PROPERTY NIF 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY WITH CONSERVATION JOHN A. NEILSEN D PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED R=249.80' BLOCK 8 EASEMENT GRANTED TO LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. A=109.10' ��'o"_S:21-4,09on E THE TOWN OF SOUTHOLD s ro�� LOT 4 & 4A 1,11A 4 MONUME:N7T •N72*5.4'40*E AREA = 3.62± ACRES 18.00' 5 '41 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 12.00' Xr'�� lio., SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL T. 5: 4,95.53 S21*44'50*E �10 ARE THE PRODUCT OF THE LAND SURVEYOR. - 1295 0 X 'r,,D W. .7 RIGHTS TO TRIM 130.00, TIP01. 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND RETAINED IN TION STATION "EAST END 2" THIS AREA R=60.3 BLOCK 8 MON. GEODETIC SURVEY TRIANGULA z NEW BURIED A-25.6 (FOUND) 0 ELECTRIC SERVICE 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK- - LOT 8 ...S 530.88 TAX MAP 1000, SECTION 005, BLOCK 1, LOT 8. 0 AREA= 2.09 ACRES± W 749.28 < A6. TOTAL AREA = 6.34± ACRES. R=60.3T :201 �lk A4 0 MON A-90.88' z LL- CE Z (FOUND) 7. SITE IS LOCATED IN ZONING DISTRICT R-1201. 0 0 0 Ld Lij LL_ -3 m 0 < cr- F- U) 00 _j rL z cs Ld N 0 V) A4 V) 5: 625.42 z ct Z 4gs 9g•\ \ \ / W.- 75 1_9 I E PORCH Ld 0 PROPANLL_ m n TANK V) STONE WALL 4: AA AbV NEW ADDITION .. . ........ W. -19-2019 LOCATED 02 r . (UNDER CONSTRUCTION) ."Am. Iff R A4 A4 L ALft %P sl ME BLOCK 8 . ........... .... ... .... ­­ .. .. . - .. I _Cy DF LOT 7 BLOCK 8 REA= 1.53 ACRES± A� A� s: 669.71 2s LOT 9 W.- 823.60 0 0 vl- < 5: 677.43 W.- 799.52 BLOCK 8 A, A4 top- so. p. LOT 6-A Acv AREA= 1. 16 ACRES± z IR<w AIL A, A, PE BLOCK 8C cn z RIGHTS TO TRIM LOT 6 z L J�RETAINED IN of AREA= 1.56 ACRES± 0 q A4. A4 THIS AREA A4 / - w U) EDGE OF MARSH V) > IRON Ld PIP IRON I G ��L�90 �� 83 04'00" W OQ < rn 362.9,3# IRON PIPE BLOCK 8 co co LOT 10 Nco co m: 0 LEGEND m N c: I (if ctf 1 C14 0 PROPERTY LINE 6z 0 w a -i 0 bi w L_ ABUTTERS LINE z z 0y 0 3: 0 EDGE OF PAVEMENT 0 0 E5 < Ld o w w 0 w w _r 0 NOW OR FORMERLY NIF c_ m 0 0 0 0 - u- UTILITY POLE DATE: 02/21/2019 BOUNDARY POINT 0 SCALE: 1 40' QUALITY CONTROL CERTIFICATION PROJECT: #2018824 GROUP REVIEWED DATE PROJECT MANAGER SURVEY 4.0 20 0 40 SHEET ENVIRONMENTAL P�ll 1 CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL U a CONSTRUCTION LEGEND wTABLE R402.1.2 213r-� NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT o1 A203 EXISTING WALLS 1 TO REMAIN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRASPACE 01 214 sD SMOKE DETECTOR ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL S2.2 co CARBON MONOXIDE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE 30'-4" DETECTOR x 0110 ® EXHAUST FAN 4 0.356 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 — — — — — S .1 NEW TOILET HB HOSE BIB NEW PAINT-GRADE VANITY 4 -1)/4" le 10'-111/2" 4'-10 WITH LAVATORY L. 106 NEW TUB 0 NEW BULKHEAD A211 \ / NEW REFRIGERATOR 4cj-2--2 ' 1 O RELOCATED DISHWASHER 01 �1 I 1 7 CL S2.3 I b N RELOCATED SINK BAT COVERE PORCH " NEW MICROWAVE 1 13 - 1110 00 NO WORK TO BE DONE NEW WINE FRIDGE 4'-93/4" '-0" 2'- 11 rn NEW WITH PAINT-LAVATORY DE VANITY WITHIN HATCHED AREA NEW CABINETRY N 106 5'-0" NEW TOILET " RELOCATED RANGE _I NEW STAIR �j EXISTING ELECTRICAL SERVICE 4 ® i� I 105 00 (o r r _ METER TO REMAIN. 00 IT LL11 �r s Q� BUILD WALL AT EXISTING 5'-2 GUEST NEW WINDOWS TYP. _ POWDER BEDROOM DOOR OPENING. REUSE EXISTING DOOR 108 107 ROOMco 109 0 NEW 6v. r jj I E OUTDOOR SHOWER l� _ _ 18'- N 111 CONTROLS lo )/2„ CL o0 4'-g' 4" CL -O" y I O OUTDOOR tt 1 - -- I SHO ER 'I STUDY � � 30 EXISITNG ; 3, 13/» FR REF ANTR r- I I F - I W I USTOM WINDOW UNITS 4 I r SH 1----1---I 105 OT IMPACT RATED. PAN RY ORM PROTECTION STRUCTURAL 1 UTTERS TO BE STORED IN 2 SEMENT (o Lo - - 7'-6/4" o� 103 RANGE FAMILY / v' = I ROOM = = o caNv I - I M 1 1. i 210 o AMENDMENT 2 10 08 19 I I I I I UP -10)/4 -- I----- a� I ;•� co "N o N 2 TRASH/ RECYCLE AMENDMENT 1 10.17.18 ISSUED FOR PERMIT 05.11.18 € o HALL - KITCHEN 101 irk 103 p o \ 104 / r•) r� 104 CASTLE ROAD HOUSE 25'I 0" \ 711 CASTLE ROAD 2' 7 3/4 03/4 03/4 03/4 2 FISHERS ISLAND,NEW YORK 06390 21'-6" 5, 6, „ 6, „ 5, „ .. 4'-10 2'-7 „ DINING ROOM 2 4 10 -0 )/4 r 11� or ± j 101` . ; I NEW WOOD LANDING 101 � 103 r� N r- � 104 0 = I ED A I 3„ e, 2'-2" 8._6y2„ 8,_5y2,. ,_13/, 1 9'- 9'-7" - �SNCyi� I 3, 6,/ 1+ 1 5'-11� 5,_ � I 4 7 2 I <v G��sy/�i�{� F� Y;.• ls�t;i k.Y: yIy 21'-4" 25,E-8" � -8 i. CUSTOM WINDOW UNITS SCREENED NOT IMPACT RATED. NEW¢ DECK PORCH _I SHUTTERS OTO BE N RAL -\� � a 9 p0 p0 �0 1 BASEMENT KINLIN RUTHERFURD ARCHITECTS PLLC I � 3'-0" -1 ' 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEWYORK,NEW YORK 10018 FAX:(775)582-1736 col ., 6,_8)/8„ 6,-8)/8„ 8, 6,_8)/8» „ I 22'-8y2" 4'-1" NEW WOOD LANDING ` 1 2 2 t 01 01 01 S2.2 S2.1 x S2.3 01 A201 N N A211 2113 2114 FIRST FLOOR W CONSTRICTION PLAN 0 �1 FIRST FLOOR PLAN I d IN O A 10...02 PROJECT: 284 U a a CONSTRUCTION LEGEND U1 TABLE R402.1.2 213 01 A203 NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EXISTING WALLS TO REMAIN � CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL 01 1 SD SMOKE DETECTOR O WALL WALL R-VALUE WALL R-VALUE, WALE 52,2 214 CARBON MONOXIDE ZONE U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE 30'-4" DETECTOR " 01 ® EXHAUST FAN 4 0.351 0.55° 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 — — — — S�.1 NEW TOILET HB HOSE BIB z - l NEW PAINT-GRADE VANITY z \ '5 10 -5" 4"-1Y4" 10'-11/2 4 -10 WITH LAVATORY NEW TUB 106 NEW BULKHEAD A211 \ / NEW REFRIGERATOR 4 RELOCATED DISHWASHER 01 00 I 1 I CL RELOCATED SINK 52.3 a� � BAT N NEW MICROWAVE COVEREI PORCH ® ICO 1110 El I NEW PAINT-GRADE VANITY NO WORK TO BE DON NEW WINE FRIDGE 4'_g3 " WITH LAVATORY WITHIN HATCHED AREA NEW CABINETRY I /4 '-0" 2'- °' RELOCATED RANGE N 106 5'-0" NEW TOILET NEW STAIR EXISTING ELECTRICAL SERVICE 4 ® I 00 METER TO REMAIN. 00 105 --- _ I 5-2 GUEST II NEW WINDOWS TYP. _ BUILD WALL AT EXISTING BEDROOM DOOR OPENING. _ POWDER ��. // l� I �'' REUSE EXISTING DOOR 108 107 ROOM 107 I INTRY 109 0 I NEW OUTDOOR SHOWER 00 lr✓ �I l�: �� 11 - TT _ 18 cl 111 CONTROLS 83/4„ V I I ff ll _ 4' „ CL - ( Y„ I I 94 „ sD OUTDOOR 1 41-0 '� ' SHO ER EXTSTIDNG3 I v FR REF11 301, 4' 10" ANTR =� 3'-1 /4 I r SH I W I USTOM WINDOW UNITS / 105 I OT IMPACT RATED. PAN RY ORM PROTECTION STRUCTURAL I UTTERS TO BE STORED IN 2 i sD / SEMENT -- - _ in I / - - - 7'-63/4„ / 48" I -- 0 „ RANGE p 1 a� 103 I I FAMILY / N 102 I / I ROOM o - ----- -¢ � N ' O _ N MW/ � c -� -CON V-_I - - - -------rn- --- -------- -—� : - i ' 10Y,. j I I rl P - -1 AMENDMENT 2 10 08 19 U I I / � I I i� �� _ 210 4 TRASH/ \ N O N A I I RECYCLE r� �� 2 (0 AMENDMENT 1 10.17.18 As ISSUED FOR PERMIT 05.11.18 o HALL _ KITCHEN 101 103 D �j 104 104 d Lo CASTLE ROAD HO \ _ USE j. 21'-6" 25 }-0" 711 CASTILE ROAD FISHERS ISLAND,NEW YORK 06390 DINING ROOM 4 -10 2 2 -7 q 10'-0" 2, 7Y4„ 5 - /4 6'-0/4 6 -0/4 5 -03/4 I ,�� EXISTfNG �� 103 ., NEW WOOD LANDING 1103 1 O 1 - 1 -0 co N =_ 4 2,-2„ 8'-6Y2„ 8'-5Y2„ '-13/4, I - - 1 3'_6Y" �;� I I' 5'-114„ 5'_ �* g, 7„ g, 7„ 2 I RED ARcy rf 3„ - �� 11 -8 21'-4" I 2 11- �U QJG D,rlo k��G 25 8 s, y � CUSTOM WINDOW UNITSoF SCREENED NOT IMPACT RATED. NEW WOOD PORCH STORM PROTECTION STRUCTURAL DECK - - I SHUTTERS TO BE STORED IN I A0 FO io BASEMENT .- KINLIN RUTHERFURD ARCHITECTS, PLLC 3'-0" '-1 ' 330 WEST:38TH STREET,SUITE 1006 TEL (212)695-2988 I NEW YORK„NEW YORK 10018 FAX:(775)582-1736 6,_8Y8» 6'-8J/8„ 8, 6'-8Y„ „ 8 22'-8Y2„ 4'-1" NEW WOOD LANDING 2 2 �01 01 M 01 S2.2 S2.1 S2.3 101 A201 N aj N N 1 2113 2114 FIRST FLOOR A211 CONSTRICTION PLAN W W x 0 �1 FIRST FLOOR PLAN I z A-101-02 PROJECT: 284 U a CONSTRUCTION LEGEND TABLE R402.1.2 2113 NEW CONSTRUCTION x INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT o1 A203 EXISTING WALLS TO REMAIN CRAWL 1 SD SMOKE DETECTOR d CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB 01 214 ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, S2.2 SPACE WALLCARBON MONOXIDE co R-VALUE R-VALUE R-VALUE DEPTH 30'-4" DETECTOR R—VALUE ® EXHAUST FAN „ 17- 4 0.35' 0.55" 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 — — — — — — S 11 NEW TOILET [H B HOSE BIB z NEW PAINT-GRADE VANITY z \ 101-5" 4 -1Y4" 10'-11)/2" 4'-10 WITH LAVATORY 1 \ / 107 106 NEW TUB NEW BULKHEAD A211 \ / NEW REFRIGERATOR 4' 0 RELOCATED DISHWASHER 01 I I CL RELOCATED SINK 52.3 a, BAT `V COVERE PORCH NEW MICROWAVE 1 1110 NO WORK TO BE DONE NEW WINE FRIDGE 4'-93/4„ '-0" 2'- 00 NEW WITH PAINT-GRADE TORY DE VANITY WITHIN HATCHED AREA NEW CABINETRY _ _ RELOCATED RANGE N 106 5'-0" NEW TOILET NEW STAIR N 3 t - EXISTING ELECTRICAL SERVICE 9 /4 ® I METER TO REMAIN. 00 5 -2 GUEST CO 105 �� BUILD WALL AT EXISTING I BEDROOM NEW WINDOWS EYP. DOOR OPENING. = POWDER II 1 fI REUSE EXISTING DOOR 108 '� 107 ROOM 109 107 ,II II I' lI II II " _ I NEW OUTDOOR SHOWER II If II / II 18, „ „ = N II 111 CONTROLS 12 -834 _ _6 I o0 CL )/„ 4 » CL `n I I-0» sD OU- OOR 3 0 1 1 4 SHO ER -- i7; STUDY — 4 I� 30" 10„ EX151ING 3'-134" FR --LI REF 4 PANTR UNITS SH W I USTOM WINDOW . OT IMPACT RATED. ORM PROTECTION STRUCTURAL PAN RY UTTERS TO BE STORED IN 2 SEMENT I � / 0 u � I / 7 -634„ / M 48" I -- j 8RANGEa� o - - -- - FAMILY / N 102 _ =� = I ROOM N - - --- - - - ---- - -- --------- -- --_ ----------------- UP --- —-- - I 0j \ 1 ' . 10 I J / I � I 210 0 _ )/4 ---�___-- I � � I � � � � N � AMENDMENT2 10.08.19 s U I I I I N O ,. RECYC TRASH/ \ I I \ N AMENDMENT 1 10.17.18 \ ISSUED FOR PERMIT 05.11.18 101 HALL o :� KITCHEN \ 104 O �n 103 D I \ O ,.� 104 I I I \ Ln CASTLE ROAD HOUSE I I \ 21'-6" 25'-0"* = 711 CASTLE ROAD ,1 FISHERS ISLAND,NEW YORK 06390 DINING"ROOM —10 2" —7 4"� 10'-0„ 2� �y4» — — —034 —034 I 4' 2' 1 4 �4 6 5 EXISTING / -�� j NEW WOOD LANDING 103 II i� 104 0 1 I I II 8,_ Y„ 8'-5y2" ,_ )/„ /, 9, 7„ 9, 7„ 3,_ )/„ - �Ep RCy/ 3 �r 2'-2" 6 2 5 2 134 -I - _ 6 2 A I II i 5'-114„ Ir 5,_ a• I E 0 ki �F 11'-8" �2, I II % 21'-4" 25, 8 I I I yT 029 $ y0 I F OF NE`N CUSTOM WINDOW UNITS i ' I SCREENED NOT IMPACT RATED. `\ NEW WOOD PORCH I SHORMERS 0 CBEOSTOREDC MURAL DECK � - - T p0 I p0 10 BASEMENT KINLIN RUTHERFURD ARCHITECTS, PLLC 3'-0" '-1 ' i 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i 6'-8)/8" 6'-8)/8" 8t 6'-8y8" 22'-8)/2„ 4'-1” NEW WOOD LANDING 2 2 01 01 01 M S2.2 S2.1 x S2.3 01 A201 N N N 1 2113 2114 FIRST FLOOR A211 CONSTRICTION PLAN W 01 FIRST FLOOR PLAN d a A-1 0 :..02 O PROJECT: 284 U a CONSTRUCTION LEGEND wTABLE R402.1.2 2130 NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 01 A203 U TO EXIS WALLS EMAIN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL 01 2114 sD SMOKE DETECTOR ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUSPACE E WALL R VALUE, WALL S2'2 po CARBON MONOXIDE �a R-VALUE R-VALUE R-VALUE DEPTH 30'-4" DETECTOR R-VALUE 01 ® EXHAUST FAN 4 0.35 b 0.55 b 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 — — — S '1 NEW TOILET HB HOSE BIB z _ NEW PAINT-GRADE VANITY z \ 100-5" 4 1-1y4 10 11/2 4 10 WITH LAVATORY 0 1 / 107 106 NEW TUB NJ 0 NEW BULKHEAD A211 \ / NEW REFRIGERATOR 4' - r 1 0 RELOCATED DISHWASHER 01 Do o T CL RELOCATED SINK S2.3 BAT N COVERE� PORCH NEW MICROWAVE I :Ell 1- 1110 NEW PAINT-GRADE VANITY NO WORK TO BE DONE NEW WINE FRIDGE 4'-93/4" �'-0" 2'- "" � I � WITH LAVATORY WITHIN HATCHED AREA NEW CABINETRY " 106 5'-0" NEW TOILET RELOCATED RANGE �I NEW STAIRCN - �� _ EXISTING ELECTRICAL SERVICE CL ` METER TO REMAIN. 00 ® 105 00 BUILD WALL AT EXISTING I 5 -2 GUEST NEW WINDOWS TYP. BEDROOM DOOR OPENING. _� 107 T POWDER N / REUSE EXISTING DOOR 108 -� ;n ROOM r✓� .,' l/ w,� ...,.... rn ENTRY 109 107 JJ I -I NEW OUTDOOR SHOWER 18'- iv00 111 CONTROLS I I - �� 12 83/4„ '_6 > I o0 4'-9" 4" CL y„ „ 2 10 CL I - sD OUTDOOR 3 0 1 4 0 I 1 SHOWER -- STUDY 1 „ 30" 4' 10" _ EXISTING 3 „ FR REF PAN1R t 1 /4 SH W I USTOM WINDOW UNITS OT IMPACT RATED. ORM PROTECTION STRUCTURAL PAN RYFi UTTERS 0 BE STORED IN 1 M T 2 '10 SEMENT „ - - - in I 7'-63/„ / r - - - - 4 / 48" I - / RANGE f o� 103 b I FAMILY / N 102 I I- - - =� =� I ROOM 0 O - N - - - —- - - - -------------- -- J__CON -- --------------- -- -- I � 10 N ( I / 1 „ / I ... .� I I I 0 — I - AMENDMENT 2 10.08.19 4I P --- ----- 0 (D o I 1 I I 210 N n U O�4 TRASH/ � I N N 2 RECYCLE AMENDMENT 1 - ) I \ N //i�', 10.17.18 - 1 \ \ ISSUED FOR PERMIT 05.11.18 O101 HALL o _� KITCHEN \ 104 103 D I 104 I 1 O � I s \ I CASTLE ROAD HOUSE 5: 25, 0„ co 711 CASTLE ROAD " 21'-6" FISHERS IISLAN 4, 10 2, 7 2, ' 3�" 3/„ 3/„ 3/„ NEW YORK 06390 ,1 D N ,5 -0 6 -0 1 6 -0 5 -0 'DINING ROOM - 2 y4 k 10 -0 7y4 4 4 4 4 — � NEW WOOD LANDING I - O - - I - 10 103 1, 103 - I� 101 N _ 104 0 k II ( - :) ( 3„ _ a, 2'-2" 8,_6//2„ 8,_5Y2„ ,_13/4' I 9'-7" 9'-7" 3'-6y2" "� �g���E D A�Ctii2 t 5 114 5 - II 11'-8" 2, 1 21'-4" I 25,L8„ ,r I Do � y0 F NE`N i r' 105 CUSTOM WINDOW UNITS r = 1 1 SCREENED NOT IMPACT RATED. NEW WOOD PORCH I STORM PROTECTION STRUCTURAL DECK - - SHUTTERS TO BE STORED IN p0 I p0 10 BASEMENT -I I KINLIIN RUTHERFURD ARCHITECTS PLLC AD 3'-0' '-1 ' 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 6'-8 „ 6' 8 „ 6' 8 1 y8 - y8 8' - �8 22'-8y2" 4'-1" NEW WOOD LANDING 2 2 01 01 01 S2.2 S2.1 x S2.3 01 A201 N N A211 A2113 2114 FIRST FLOOR W CONSTRICTION PLAN 01 FIRST FLOOR PLAN a 1/4'=1'-0' A-Q 1 0 1.0 2 PROJECT: 284 U a a a E~ WUW E U SHEET DESCRIPTION A001 .01 TITLE SHEET AO . GENERAL NOTES A020.00 SITE PLAN A021.01 STORM WATER MANAGEMENT CONTROL PLAN 03 .0 BASEMENT DEMOLITION PLAN 0 A031.01 FIRST FLOOR DEMOLITION PLAN © A032.01 SECOND FLOOR DEMOLITION PLAN A033.01 ROOF DEMOLITION PLAN A100.01 BASEMENT CONSTRUCTION PLAN A101.01 FIRST FLOOR CONSTRUCTION PLAN A102.01 SECOND FLOOR CONSTRUCTION PLAN A103.01 ROOF PLAN A201 .01 SOUTH EXTERIOR ELEVATION A202.01 EAST EXTERIOR ELEVATION A203.01 NORTH EXTERIOR ELEVATION A210.01 PROPOSED SECTION A211.01 PROPOSED SECTION - OMITTED A213.01 PROPOSED SECTION A214.01 PROPOSED SECTION A401.01 WALL SECTIONS A431.01 CONSTRUCTION DETAILS A432.01 CONSTRUCTION DETAILS A433.01 CONSTRUCTION DETAILS A501.01 WINDOW AND EXTERIOR DOOR SCHEDULE A502.01 WINDOW AND EXTERIOR DOOR SCHEDULE E100.01 BASEMENT ELECTRICAL PLAN E101 .01 FIRST FLOOR ELECTRICAL PLAN 1 . SECOND FLOOR ELECTRICAL PLAN P101 .00 PLUMBING RISER DIAGRAM S1 .0 GENERAL NOTES& TYPICAL DETAILS S1.1 FOUNDATION PLAN S1.2 SHEAR WALL LOCATION PLAN S1 .3 FIRST FLOOR FLOOR FRAMING PLAN S1 .4 BALCONY FLOOR FRAMING PLAN S1.5 UNDER ROOF FRAMING PLAN Z� AMENDMENT 1 10.17.18 S1 .6 HIGH ROOF & CEILING FRAMING PLAN 52.1 SECTION ISSUED FOR PERMIT 05.11.18 S2.2 SECTION S2.3 SECTION S2.4 3D VIEW S3.1 TYPICAL DETAILS CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 v A lu t 2� iY TOWN OFSOUaIT 00 "D KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 �� of D.029 L 0 A 0 U x TAX MAP NO . 1000 SECTION 005 BLOCK 8 LOT 6 . 9��OFNE�yO N N 711 CASTLE ROAD TITLE SHEET w N W FISHERS ISLAND, NEW YORK 06390 A-001.01 0 PROJECT: 284 7-12 7-q � 7-6 , 3-I MAP REFERENCES /PROVIDE 1,) SURVEY MAP PROPERTY ) BLOCK 8 - LOTS 6, GA, 7 & 8; 7-5 U �PS�� '_,/ CONSTRUCTION FISHERS ISLAND, NEW YORK; CHANDLER, "' - ENTRANCE 7-7 O NOTES p 6Ev�g5 1.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 7-10 7-8A �Joff e� CHERRY' TAX MAP 1000, SECTION 005, BLOCK 1, LOT 8. S� tx o� p EP \ 2.) TOTAL AREA = 6.34± ACRES. 7-8B s-1 a-2 N76° 75. R \ = 31' \ 3.) SITE IS LOCATED IN ZONING DISTRICT R-120, 1p9 34, 7-9 Ag 1 N 6 A=86, 8' 8-4 8-3 a MONUMENT 8 \ S❑IL CLASSIFICATI❑NS 8-8 8-4A \ P " c (° FND.) /�a�iuo� 1 ,, �� �� ( � ReB - RIVERHEAD VERY STONY SANDY LOAM 3% TO 8% SLOPE C❑NSTRUCTI❑N ENTRANCE / \ - - =TRE \ O' +ei,e R E - RIVERHEAD AND PLYMOUTH VERY BOULDERY NOT TO SCALE \o- CHERi�Y / \ p 8-7 8-6 i SOILS - 15-35% SLOPES G \(P \m % / 6„ 8-9 8-6 © \ -.1 TREE ,,,,� �\„ 8' o `�M;,e ,TREE R=490.60' `feu uQ � R=299.92' \o \ ,�,% A=50.02' Q 1 e-11 \\ A=148.75' \m \\,/ \ DRAINAGE CALCULATIONS a-12 8-10 L'i;� X21 //� �\ NEW ROOF AREA = 2,438 SF s-15 °e-r 10 `� REQUIRED = 2,438 SF X 1.0 X 2/12 = 406 CF e-13 /O63 i e-14 N �i � \ DRYWELLS BUSHES 406 CF / 28.27 CF/VF = 14,8 VF BUSH USE TWO (2) - 6'0 X 8' DEEP DRY WELLS. 5 v�06, S R=490.60' �,' 'L \ C �o, A=87.43' f� ReB - RIVERHEAD VERY STONY SANDY LOAM 3% TO 8% SLOPE ('-� >> RpE - RIVERHEAD AND PLYMOUTH VERY B❑ULDERY „ , 12 �'� TREE SOILS - 15-35% SLOPES LOCATION MAP SCALE 1 =400 TREE 1 0" MONUMENT \ PORTION OF PROPERTY ; € 7 TREEBUSHES a (FND.) ` S 467.09 \� TO HAVE CONSERVATION 6$°151�,� 1340, W 737.45 LEGEND \ R=249.80 EASEMENT GRANTED TO i ,,qA , N 1k000 PROPERTY LINE A=109.10' I °�5`\13' S21°44'50"E 12ABU17ERS LINE \ THE TOWN OF SOUTHOLD �„ Sha E EDGE OF PAVEMENT N72°54'40"E AREA = 3. 62± ACRES TREE �` ' �� 18.00 TREE Co j 6$°�51� " S JO°0 EDGE OF GRAVEL EXISTING CONTOUR - - -- ------ 4 J - . -- 12'TONUMENT `• `�S 17 F 2 FENCE S' RIGHTS TO TRIM w. '/ ` S-495.53 S21°44'50"E O wASH NG?, 9Os, 2�9 , - -�--- --• --- t,__„._ .. ,. �'� R�PpoED�O 0, 6 TREE LINE o- W-1295.70 RETAINED IN S6So�. 30.00 �, AREA . !2 BLOCK 8 _ _ D,, OVERHEAD WIRES THIS AREA 2�' o OT 4 CX, 4A NOW OR FORMERLY —oma o N/F � 1)', 18” R=60.32' UTILITY POLE E � TREE �',� BUSHES 8" A=25.64' o 89, MONUMENT BOUNDARY POINT BLOCK 8 c C o r' �w' TREE 12' y, ° IRON PIPE s� LOT 8 Z'', ROCK TREE ` In sem'' AREA= 2. 09 ACRES± MERESTONE S TYP. 749. 8 , W 749.28 �� \ R= 8 10" ° A= 8 O MONUMENT � � ,l 30" BUSHES TREE` ` CJJ✓ a LROVIDE2r TREE \ v LLS FOR 1` + �I. O ) O R OF DRAINAGE O _ (SE DETAIL) 11sg 45695 S625.42 AMENDMENT 1 10.17.18 C7 u?. (-- \ � \ INC �'�'� 1 W 781.9 t_ ? \ A, - ISSUED FOR PERMIT 05.11.18 STONE WALL"""' ALL SILT FENCE \. s'0" • , WOVEN WIRE FENCE (MIN, 14 S2110, �JL 03 ° EXISTING / \\ \ ,\ �. . \\\ ' GAUGE W/ MAX, 6" MESH cc, - BLOCK 8 0 2 STORY CASTLE ROAD HOUSE SPACING) Q p� h e RESIDENCE WREN �° 711 CASTLE ROAD B L O C K (J O M 4- ° \\ � 1 � FISHERS ISLAND, EW YORK 06390 f 10 MAX. CENT LOT 9 ° 1131 LOT 7 24 �-�1 ° ���\ 1 y's �0s 1 I ER TD CENTER 1& _ ,� AREA= 1 .5 3 ACRES± TREE ° III 36" MIN, LENGTH C u 0 ° - 7� . ° CSI NEW SItECK 2 DRIVEN MIN. 16' �� W 823.60 ° ELEVATION ±36'-0" �Q II INT❑ GROUND �j� 0BLOCK 8 7T� DISTURBANCE 1pv S 1412t SQ.FT. LOT 6—A 0 II HEIGHT S677.43 AREA= 1 . 16 ACRES± ox- W 799.82 _ ❑F FILTER I = 16" MIN, 18" rr- EDGE O E PROVIDE SILT FENCE MAINTAIN DURING IRo ,I� � TRE w� '-MAINTAINED CONSTRUCTION (SEE DETAIL) c ? \ \ \j\�j/\�///\,7:2 PIPE +0�, w. � AREA F� p 6' MIN, ry RIGHTS TO TRIM Fv/ 8 °o RETAINED IN PERSPECTIVE VIEW MAPL o, THIS AREA w, ,,� ,IL o� � WOVEN WIRE FENCE (MIN, 14 °�'� BLOCK 8 1/2 GAUGE W/ MAX. 6' MESH IIII At6,:,-17° o,"� ^a,0' ,,—EDGE OF MARSH SPACING) WITH FILTER z `' 7 00, 7399 � LOT 6 KINLIN RUTHERFURD ARCHITECTS, PLLC CLOTH 4',I � w 4i A EA= 1 . 56 ACR S_ IRON PIPE 36' MIN. FENCE POST o. ^ 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 UNDISTURBED N \� NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FLOW I GROUNDzli III 203 COMPACTED SOIL PROPOSED ROOF LEADER ARCy/ EMBED FILTER CLOTH RESIDENCE IRON A MIN. OF 6" IN GROUND / i0 U PIPE 4' 4" PVC WYE OVERFLOW BLOCK 8 SII -11LIiL 1 Ails �O���O>• \j $ 4,/t f C SECTI❑N VIEW N 83004'001,W cP to 4" PVC CUT MIN. 6" SOIL COVER L 0 T 10 36293 P %9 029N�' y0 C❑NSTRUCTI❑N SPECIFICATI❑NS TO LENGTH OVER DRYWELL ' �Gj�' TF OF NES BLOCKS AND CATCH N BASIN GRATE TO GRADE IRON 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR f PIPE STORM WATER STAPLES, POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD, FILTER FABRIC t/] ( NA - F)OR EQUAL H 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY MANAGEMENT CONTROL PLAN trw 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING, 90' BEND 0 ® 0 ,00 ` 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY 4" SDR 35 PVC °o ® ® ® O SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA SLOPE AS REQUIRED me 0 ® m 00 32 16 0 32 T140N, OR APPROVED EQUIVALENT, 0 0 0 0 m 01 SITE PLAN S STONE OR 130 0 00 o 1/32" = 1'-0" A-021,01 4, PREFABRICATED UNITS SHALL BE GE❑FAB, ENVIROFENCE, OR APPROVED EQUIVALENT, SCREENED GRAVEL GRAPHIC SCALE IN FEET ,' 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' s' PROJECT: 284 DEVELOP IN THE SILT FENCE. ST❑RMWATER DRYWELL DETAIL 8' NOT TO SCALE U a a va, DEMOLITION LEGEND H U w ® EXISTING WALLS TO REMAIN C EXISTING WALLS TO BE DEMOLISHED . w NO x x 0 N BE DONE WITHIN R ATCOHED AREA DEMO INTERIOR WALLS, REMOVE WALLS, WINDOWS AND DOORS FIXTURES AND FINISHES AS SHOWN TT F STUDY � TI T-f - - - LSI ILS R II tITCHEN E IN „ . FOYER" - NXISTIN C _ � � —J o CiViNG ROOM GARAGE �I II - BEDROOM II �.. PANTRY I . I I I AMENDMENT 1 10.17.18 i MIT > - , DININGROOM � ISSUED FOR PER 05.11.18 . s l _zGRT _ _ �jpq I II / cl l / / ;I I JI CASTLE ROAD HOUSE .l I I Ill 1 71 CASTLE ROAD DECK FISHERS ISLAND,NEW YORK 06390 REMOVED EXISTING DEMOLITION SIDING AND TRIM OF WALLS AS NEEDED REMOVE WINDOWS \ TO ACCOMMODATE AND DOORS \ - NEW ADDITION AS INDICATED I II KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WIEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 v� 0294$ yOQ� M OF NE\0 N N w FIRST FLOOR W DEMOLITION PLAN 01 FIRSTFLOOR PLAN D A-031.01 0 PROJECT: 284 U a a DEMOLITION LEGEND U W F ® EXISTING WALLS TO REMAIN U C � EXISTING WALLS TO BE DEMOLISHED 0 N NO WORK TO BE DONE WITHIN HATCHED AREA ROOF BELOW BEDROO 2 CL I— BATH 2 1 T BEDROOM 5 \� \\ BATHROOM 5 ws N LAUNDRY CLOSET I — E7tl 11N �-�- I I I L LL I _ HALL ��1I N i �, I �L.� EXISTING IIL/ L.I� BATH 1 \ EXI NG � .._/ ® BEDROOM 10 CIL BEDROOM 11 � WALK CLOSETBEDROOM 3 \� I CHIMNEY x s N BATH 3 Y/ FF- � PN EXISTN r I I I Il I�I r I I F� �� 1 I�( I�r F 11 \.. BEDROOM B HROOM. BEDROOM 7 �. . AMENDMENT 1 10 17 18 G A BEDROOM 1 CLI II ISSUED FOR PERMIT 05.11.18 ROOF BELOW I L - QZ7 BEDROOM 4 T CASTLE ROAD HOUSE I711 CASTLE ROAD FISHERS ISLAND NEW YORK 06390 �— -j— FLAT ROOFI t. BELOW —� I I I ` I � I I / / I I / I I / I I � I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I - - - � - - � �aDARcy�T OF IN N N w SECOND FLOOR N W DEMOLITION PLAN 01 SECOND FLOOR PLAN 5/32"=1'-0' A-032 .01. PROJECT: 284 U a a H DEMOLITION LEGEND U ® EXISTING WALLS TO REMAIN C EXISTING WALLS TO BE DEMOLISHED t` 0 N NO WORK TO BE DONE TO EXISTING ROOF !1_I Tl REMOVE EXISTING ROOF AS SHOWN REMOVE EXISTING ROOF AS SHOWN 7 1 — 1 IrIT, - - - - - -I- - - - - - - - - - - - ILI `'ti• r / rli / r r / I ( AMENDMENT 1 10.17.18 �I� �I-I ISSUED FOR PERMIT 05.11.18 CASTLE ROAD HOUSE 711 CASTILE ROAD FISHERS ISLAND,NEW YORK 06390 \ I I REMOVE EXISTING ROOF AS SHOWN � , 4 � 4 � 4 4 I l i 1 4 � 4 I — — — — — — — KINLIN RUTHERFURD ARCHITECTS, PLLC II 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 Shy ' 029'�b�ya , TF OF NES M N N w ROOF DEMOLITION H PLAN W 01 ROOFD"PLAN �a A-033 .01 PROJECT: 284 CONSTRUCTION LEGEND U a0 NEW CONSTRUCTION EXIU 01 TOSREMAINTING ALLS TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT S2.2 sD SMOKE DETECTOR 30'-4y8" C0 CARBON MONOXIDE U u CRAWL DETECTOR d CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE NEW 10"x10" CONCRETE ® EXHAUST FAN ZONE LI-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL PIER 10'-5 19'-11y4" R-VALUE R-VALUE R-VALUE DEPTH R-VALUE HB HOSE BIB 4" 01 A203 01 4 0.35' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 o S2.1 N 00 _I -0.. I cV - - - - - - - - - - - I- - - - - ' LEGEND o I — 18'-35/8- � I 01 = NEW ADDITION FOUNDATION. — FOOTING REFER DE O STRUCTURAL D GS FOR 7'-105/8" 2'-s° 7'-105/$" I I FOUNDATION WALL NEW BULKHEAD STAIR ° 00 NEW STAIR 10-5" I O I N L — J I NEW ADDITION FOUNDATION BEAM POCKET I I REFER TO STRUCTURAL DWGS I I I FOR DETAILS X INDICATES LOCATION OF COLUMN 3-0 EMO - - - - - - - `° - - - - - - - - - - � L - - - - �" o UP ° . \\ \ -- �. — 4'_0" CRAWL SPACE _ � PROPOSED I =d, vii - CRAWL I o ----I - -- SPACE �\ \ 1y2" s—sy8" 8'—sy8" 8'—sy8 8'-6y8" ELEV. T-8" I = N N L — J L — J L — J I I N / I I AMENDMENT 1 10.17.18 � BASEMENT �/ EXISTING I I ISSUED FOR PERMIT 05.11.18 _ BASEMENT I M �/ � EXISTING I Q" 35'-Oyg" CASTLE ROAD HOUSE N O I 711 CASTLE ROAD \ � C4 FISHERS ISLAND,NEW YORK 06390 � •• 1. , .. , . I I l0 0 \ F/fIt � o o NEW 10"x10" CONCRETE PIERS (TYP.) \ D7N 1I KINLIN RUTHERFORD ARCHITECTS, PLLC s 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 / I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 7'-4y8" 7'-4y8" 7'-4y8" ol D AFR? chi>` 22'-03/8" I 26'- 8" LINE OF SCREENED ° 2 PORCH ABOVE p 01 e0ol ` S2.3 S2.2 S2.1 / 01 A201 s�yTF. 029��yOQ r OF NE M N N N ' BASEMENT& FOUNDATION W CONSTRUCTION PLAN 01 BASEMENT PLAN A-100. 01 0 PROJECT: 284 U a CONSTRUCTION LEGEND H TABLE R402.1.22113 01 A203 D NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ® EXISTING WALLS u TO REMAIN • � CRAWL 1 SD SMOKE DETECTOR SPACE CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB 01 214 C0 CARBON MONOXIDE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALLO DETECTOR R-VALUE R-VALUE R-VALUE DEPTH R-VALUE 30'-4" ® EXHAUST FAN " — — — — — — 4 035° 0.55° 49 20 OR 13+5 8 , 13 S .1 NEW TOILET 13 19 10 13 102ft 10 01 � � � � � � HB HOSE BIB . PAINT—GRADE VANITY 4�_ „ 4 4'-101 WITH LAVATORYO - /” 10'-111 " Ll NEW TUB C'4 107 106 © NEW BULKHEAD A211 \ / NEW REFRIGERATOR =� ` 4 1 0 RELOCATED DISHWASHER 01 00 I I CL RELOCATED SINK S2.3 a, BAT `V COVERE PORCH NEW MICROWAVE ® 1' NO WORK TO BE DONE NEW WINE FRIDGE1110 °° I NEW PAINT-GRADE VANITY WITHIN HATCHED AREA 4'—g3/4° '-0" 2'- WITH LAVATORY NEW CABINETRY N 106 5'-0" NEW TOILET RELOCATED RANGE I N NEW STAIR EXISTING ELECTRICAL SERVICE j' METER TO REMAIN. I �0 105 BUILD WALL AT EXISTING �n 5-2 GUEST NEW INDOW P. = 107 j BEDROOM I N DOOR OPENING. POWDER REUSE EXISTING DOOR 108 � � ROOM I ENTRYNEW 107 °' J, \ 18'- N o 111 7� CONTROLSOOR SHOWER ',�\ �✓ jj ' '` - 12 '-83/4„ = » � CL 3 ' �I _ zwo CL I 4 -0„ sD OUB OOR o ( � �S 1 SHOWER STUDY - - — EXISTING FR REF P NTR _ w TS 3 SH I � CUSTOM WINDOW UNI i 105 j' NOT IMPACT RATED PAN RY � STORM PROTECTION STRUCTURAL _ _ I / SHUTTERS TO BE STORED IN 2 sD / I BASEMENT / `° =N 7'-63/4" 1 / RANGE b FAMILY N / _ / 102 I __ --- ----- =� F� 'd ROOM -� o '04 Mw/ - i o / ' 10/ rn 4411 _I a� co I I � I I I I I A210 UP I 4 I---�-----J � �- �' N RECYCLTRASHE \ I \ 10 AMENDMENT 1 10.17.18 ISSUED FOR PERMIT 05.11.18 o HALL KITCHEN \ � 101 103 104 \ Ln CASTLE ROAD HOUSE 7 11 CASTLE ROAD 25' 0" FISHERS ISLAND,NEW YORK 06390 , n ,> , „ 1 » 5,_ /4„ 6,_03/4„ 1 6'-03/4„ 5,_03/4„ r� DINING ROOM: 4'—10 2 10'-0" 2 7/4 ' 1U1 / clo 1030" 101 N O I 104 5'-113„ 5,_ 2'-2" 8,_62» 8,_52„ ,_13/4, 7„ 9,_7„ 3,_62„ h / _ 21'-41' 1 �2, 114,> 25,L8» "_* ax I \ _ CUSTOM WINDOW UNITS NOT IMPACT RATED. �I I STORM PROTECTION STRUCTURAL SHUTTERS TO BE STORED IN _` 105 M BASEMENT \- NEW WOOD SCREENED _- PORCH DECK _ y, D _Po 103 KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 NEW YIORK,NEW YORK 10018 FAX:(775)582-1736 I » 6'_gy8° 6'_g1/8°° 8, 6'-8Y8 p,. -, 01 01 01 S2.2 S2.1 S2.3 01 A201 N N 1 1 1 213 214 FIRST FLOOR A211 CONSTRICTION PLAN w w 01 FIRST FLOOR PLAN A-101,01 0 PROJECT: 284 TABLE R402.1.2 CONSTRUCTION LEGEND INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a 0 NEW CONSTRUCTION CRAWL EXISTING WALLS v 01 A203 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE TO REMAIN ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL so SMOKE DETECTOR R-VALUE R-VALUE R-VALUE DEPTH R-VALUE CO DCARBON ETECTOR MONOXIDE 01 S2.2 4 0.35' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 ® EXHAUST FAN HB HOSE BIB 01 — 213 — — S .1 A 2-11 01 S2.3 I I NO WORK TO BE DONE A 11 / WITHIN HATCHED AREA / NEW WINDOWS I \, NEW STAIR21, 55�4%4„ CL I 9 '-33/» '-5y3/4 " ' 42'-6 » 4 2 3'-2/4 3 3 I ' 3 / BEOR60M.,5 /4 21'-6" 25'-0" EXISTING - / 8ATHROOM 5 I ® ® T OPNTO / ---- ---- OPEN TO FAMIL ROOM ---- KITCHEN BELOW B LOW04 / O Q ol e \ I I N A210 O \ l "c'4 I� �— — — — \ 1 AMENDMENT I 10.17.18 \ 1 3 / Lr) 0) ISSUED FOR PERMIT 05.11.18 + N 10'-7 I / \ \ CASTLE ROAD HOUSE 4'-10 _ I711 CASTLE BATH 4 4 / 5'-4" 5'-4" \ \ FISHERS ISLAND,DNEW YORK 06390 - �-81) 10'-8" �, 2'-8" ,� \\ I I �\ no BEDR(70M 4 — — - — -I- — — — — — — — ExISTaNG 5'-11%4" 8' 7/" 8' SY2 8'- %4" 12'-4» 6'- 9'-11 c 59'-113/4" c� 1/ NEW WINDOWS NEW ROOF NEW WINDOWS TYP. ENGLERT ARCHITECTURAL/ `\\ RESIDENTIAL MTL ROOF 17 SYSTEM - 1Y2" SNAP LOCK \ PANELS TO MATCH EXISTING KINLIN RUTHERFURD ARCHITECTS, PLLC I I I 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 0 ARO,y ci 029���y0) M 01 01 01 A201 01 qTF OF NES x S2.3 S2.2 S2.1 N N w SECOND FLOOR 1 1 1 w A211 A213 214 CONSTRUCTION PLAN 01 SECOND FLOOR PLAN 1/4'=I'-0' A-1.02 ,01 PROJECT: 284 TABLE R402.1.2 CONSTRUCTION LEGEND U INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 0 NEW CONSTRUCTION I_4 CRAWLEXISTING WALLS 0_4 01 A203 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE ® TO REMAIN 12ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL O SMOKE DETECTOR un R-VALUE R-VALUE R-VALUE DEPTH F-'' R-VALUE CO CARBON MONOXIDE DETECTOR W 1 74 0.35' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 6) EXHAUST FAN i L HB HOSE BIB u 01 1 1 01 S2.2 A213 214 01 S .1 4 1 • 1 , ! ; ! i ,J I l � . - i t�4 -1 T - 1 1 1 yl J A211 r -I 1 I II O r I-1 1I I I._ I , it r ' i' L 11 IIS l '' 1.1.,1 ,i © 01 , I' - -� r i I - l; - I' L. -� 1'-' `';- i lr 1_. _ I 1 _T_ r`( , 7 r r 1 r `-I L.I._ _ A,I. i - I 1. 52.3 r..I.. 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TO MATCH EXISTING it 'J j L j_1 T Fl OR KITCHEN FLOOR.. -4 Lil ELEV IV-0" +0'-0" 4- I TL4- NEW WOOD DECK KINLIN RUTHERFURD ARCHITECTS, PLLC NEW SLIDING CLASS NEW WINDOWS TYP.J DOORS —STRUCTURAL STORM 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 PROTECTION SHUTTERS NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FOR LARGE WINDOWS AND DOORS TO BE STORED IN BASEMENT p' o AR01 o" C" 0 1 EAST ELEVATION 5/32"=1'-0" N N w EAST /32'=V-0- EAST EXTERIOR ELEVATION A-202 ,01 PROJECT: 284 U a a a rn H U W E� U 0 N I 114 213 2, PROPOSE EXISTING TO REMAIN 2AMENDMENT 1 10.17.18 1 NEW FRAMED Roo ISSUED FOR PERMIT 05.11.18 S .1 S .2 W/ASPHALT SHINGLE g 3 ` NEW FRAMED ROOF -- NEW GUTTERS - - - - - - -- -- -- LISTING ROQE--- --- -- - --- INSTALL NE-_WIND_OWS TYP. --- -- I-- - - — - _ - - -- -- --- - --- ------- -- - ------ - - ------- - - ------------ - -- ----- - -- ----- -- -- ---- ---- -- -- -------- _- -- -- ------ -- W/ASPHALT SHINGLE ---'--- - ---- - TO-MATCkI-EXISTING -- - - - -- ELEV +26'-5 - - --- i. `1r in r T T I' 1.' 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I L_ if � i, T__ '.I ,1, >, FISHERS ISLAND NEW YORK 0639 �I -'O�L< i� L._i t �J.i tai_ I ,J l L 1 1 _I, i r`L i ;` i t i in �I J r'T'y .I �rC' 'f� I t" `1 fi' _ LT I. -_I T T- r• r' r- T r I r'7 r �1'' I '�r'- L 11 , 1 TL, r` i I' T.r r'� i - T -i' r ,''- r - L'--t. i i' I T- l i I` 7' 'i 1 `I r L r' r L.�L rT:, �, �,.� ;r�1 -`r :'r.r �,� ` rr r` J t� 'r = it _ C' _ I I I'I r I ,' .,_I_I 'r, I T _ r tt ,r' II AI I` '1 "I' 17`J I i` i` TIL. rf.i i , C' _.I I1 II I TI`1 - C _.t L i � `l� i' I I i 'i t' rT, t I I i 1.0 N -�1 .1_ i, 1 i _"L J 7 '`i `I` T I T. � � I '1 I t. r'r'. i t 1 L .-i`. 'J" 1 _i. I 1 ,1; I r J - 1 L, © -� ,rr 4I I rT t � r - L _ - Ir`� I r` i f J'i r ,r Lim +19 0 1_Li L, ROQF J ELEV t, ti , r r Y i 1 f 7 r I I i l r` I L •i I i - _I ' I t I 'r•, r, -4 ', ,'-r, I r. LI` rr I 1 1 T in NEW GUTTERS - �- r TO MATCH EXISTING 1:_ I r: I 1 _-: ..r L L I L-, I i 11 I 1 J. l I.0 I_. .I,.I L - L _. i_. L _I_ r, 'r - I 1 l _,_ , ,_..-L,r,_..1�1,i.> , ,�, �,�, ..1.`LTy -,,1 i,` I_f I 1, r , r r � r r � � 11 f t : i r I r r '� , � - .,_I :.:., , - L:- T AZEK TRIM _ 1 , .,.1 .L O, 41 i._ ' T I..�., ri'``' 1_ i-[ I 1.1 ;, T rI L_ L_: I '.L 1. ,ir- rr`t T', r r r _ — ..,-.,.,„-„...' -+! Ll_ _ ( 1 I r• I ' h -_ t ELEV +14'-7” YI t :'J_. ' � ff r f T` . ff T• 1 1.L I L .. T r r r r , O ❑ .L _i__�-. . . r, _ � � � T,I I � � ' � : � � � � � I i 'T` r� r i ' � �''O �I I r , O ;, I � ,--. --- ,- r.• . .. -- � - -� - - - .;. T , _ t.l. 1,J. _=I,__L L T i,•, r,.- r -r r` 207 1 T TL I t• , i I I. 1 _�. i l r` I � T.0 FL SLAB -I- - t-- — � i I T I .1 —ice -1- _ _L-. 1�. Lr _,.1, 1__. Irl ,l.rl r.lr •�_�_ L + -i-- -I -i. -i- ,- _1I- y`IT t 1 7 I• _ , , --=TO Q.FII 1 _1 _ ELEV +8'-11' ,' l' L T Tr, L J �I I •11 , 1 _ '1 r t -� I_ L. i-! , � I r,.. i `I l I I" r lir.•, I-. I i l INSTAR NEW COLUMNS 106 107 T TL L O ❑ ' 109 J 1. L-.i i . TO MATCH EXISTING _.. --r �: , -I T T j _ L.- L.- T ❑ aDJ_-L r1 �.,-L. _.1_,i r.1 1 ; r- NEW FINISH FLOOR I I[ILI ' ELEV. TO MATCH - - -- I. , , .I . - - ' - - EXISTING I T' ' 7 1 _�. ----- I ' � I i I I I IJ I( I `i L �, ,, Ir r' t - I i Ll L __..._ .l-. i. rl.•i 1_ I j iI IRST L30FLOOR---- 0 -- — - `i ,�-�- -- - ---- --- - ----- - — — — --- — ELEV -011 ELEV +0'-0 --- -__ - - - 1: l KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 S .1 S .2 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 1 1 1 214 213 A211 �kED ARIc- Cti ,i NO yah 9h"�y:" , •Yk�S c M 01 NORTH ELEVATION 5/32"-1' 0- N N w NORTH EXTERIOR N W ELEVATION A-203.01. 0 PROJECT: 284 U u u 214 A213 A211 1 1 1 S2. 1 S2.2 52.3 ----------- ------------ AMENDMENTi 10.17.18 -------- ISSUED FOR PERMIT 05.11.18 - ------------ CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 < a0 0 000 o e ICE WINE NMI m KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)5821736 52. 1 52.2 02r' OF 0 1 LONGITUDINAL SECTION A 3/8*-1'-0* N PROPOSED SECTION 214 A21 3 A-210.01 0 PROJECT: 284 U a a F� WUW E� U 0 N 01 A401 t t t t e t t t t t t t ME e t t AMENDMENT 1 10.17.18 t t ® ® ISSUED FOR PERMIT 05.11.18 e t i t t t e CASTLE ROAD HOUSE 711 CASTLE ROAD t ® FISHERS ISLAND,NEW YORK 06390 t t Val t t ® t t t t t t e t t t t t t t t t t t t t t t t t t t ® ® KINLIN RUTHERFURD ARCHITECTS, PLLC t ® t 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 t ® NEW YORK,NEW YORK 10018 FAX:(775)582-1736 t t t t t ��RED ARC 0299`l��pQ� t OF NF- 0 1 F01 SECTION B PROPOSED SECTION e o m-211,01 PROJECT: 284 U a W a H U W H U W x x 0 N Q rO 2 A401 ®ww®®® 1 i AMENDMENT 1 10.17.18 1 ISSUED FOR PERMIT 05.11.18 ----- --------- ------------------------ __ CASTLE ROAD HOUSE ® ®� 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 I I % HOOD �r—ILI -------- Lu �. L \ i• I i � I I i I I POS & PTS & -- aar�s , ------- I LILL ou MA \\ SHELVES POTS & ® POTS 2c CORNER I Li Li I ZX KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 0 Bch%: Com, Qi cq N 01 SECTION D w PROPOSED SECTION H w A-213,01 PROJECT: 284 U a a a E~ UUW E� U - Q a� Z t` 0 N Q rO 4 A401 ®®,wt ww®® w wwwwwwawwwwwwwww�®® Ao 03 Jim j;L e e ® ® A401 ® ®®®®® a®®®® AMENDMENT 1 10.17.18 ® ® ISSUED FOR PERMIT 05.11.18 R ® CASTLE ROAD HOUSE ® 711 CASTLE ROAD i ® FISHERS ISLAND,NEW YORK 06390 / ® ® ® ® KINLIN RUTHERFURD ARCHITECTS, PLLC ® ® 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 ® ® NEW YORK,NEW YORK 10018 FAX.(775)582-1736 ® ® ® ® ED Agcy/� ^ ,G:' v ®e wwwwwww ®� iku,� r \1'T' 0294,6 x 01 SECTION E OF NES N I N w PROPOSED SECTION H W -2 .14,01 PROJECT: 284 U P� can E- u W U 03 04 �A�33 43 03/04 433 j 40' 02 43 04 43 t Eno zh AMENDMENT 10.17.18 ISSUED FOR PERMIT 05.11.18 CASTLE ROAD HOUSE 711 CASTLE ROAD In FISHERS ISLAND,NEW YORK 06390 00 04 ' A431 FIT 03 V ; KINLIN RILITHERFURD ARCHITECTS, PLLC 01 Z 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 Uj NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I' A431 JJ 0 0 LL. Lim I V- 02I A431 ---j c- J 02 ♦ OF to 41f;o� 4mmMMMMM===moo WALL SECTIONS ,gym---------r° J kl ' .� WALL SECTION 0 1 WALL SECTION WALL SECTION 102 WALL SECTION *# 1/2' = 1'-0' 1/2" - V-0* 041/2' = V-0' 031/2' = V-0- A��,01. 01 0 PROJECT: 284 U a a MARVIN WINDOW 1" WINDOW SILL w H c DETAIL AT GUEST ROOM FLOOR FRAMING ¢ 1 WINDOW APRON � 68„ 6$" 4" DETAIL AT SOUTH EXTERIOR 52" 3 WALL & DECK IV 5/4" WINDOW SILLCEDAR SHINGLE 5/aGWB - 1" WINDOW APRON AIR & VAPOR BARRIER R-19 FIBERGLASS BATT Y4" EXTERIOR GRADE PLYWOOD 3/4" PLYWOOD SHEATHING 2X6 FRAMING R-21 INSULATION 3/4" CEDAR SHINGLE PT 2X12 LEDGER $, GWB 2X6 FRAMING 2X6 BOTTOM PLATE 34" STRIP OAK FLOORING REFER TO ENGINEER SHEARWALL 1X4 IPE DECKING PLAN FOR HOLD—DOWN DETAILS, r \' SPECS. AND LOCATIONS 3/4" SUBFLOORING 2X6 SOLE PLATE DETAIL AT KITCHEN DOORS T.O. 01-1 FIRST FLOOR S.F. _ 3 " /4 FINISH FLOOR ° _�O_ELEV. 0'-0" ° PLYWOOD SUBFLOOR ° (26' ABOVE SEA LEVEL) - -` 11�/" TJI®230 i 11 ir EXTERIOR SLIDING DOOR TBD _ ' i R-30 BATT INSULATION ___T.0_ FIRST FLOOR S.F. I - R-21 BATT INSULATION ELEV. 0'-0" 3/4" PLYWOOD SHEATHING 1" RIGID INSULATION — I III IM JOIST 3/4"X4" AZEK TRIM s TRIP OAK FLOORING / 11 TJI8210 @16 O.C. BEYOND (1)2X46XPRESSURERTREATED H /4 SUBFLOORING 5 T.O. SILL PLATE T.O. FIRST FLOOR S.F. i ------- --- ------------------------------------------ ,\; . J „ � ELEV -1'=5j11 n SILL PLATE ; ELEV. 0'—O" 11?/S TJI®230 "� 2 RIGID INSULATION REBAR (2)#5 FOUNDATION_WALL \ � ' : , ,. ---- J/ \\ R-30 INSULATION i - ',, R-21 BATT INSULATION <, - _ ELEV. -1 - )8' `, ANCHOR BOLT REFER T.O. DECK \ „ 5/ ELEV -0'-6" MIN j' _- 1 RIGID INSULATION (2) 1 a X 11% LVL TO ENGINEER SPECS. y -- ------= --� -----------'-- - PT 2X12 FRAMING r / FOR SPACING � I l k�` 2X10 PT SILL PLATE AND EMBEDMENT) O T.O. _SILL PLATE ! J %" ANCHOR BOLT » __,_—„________, 1X4 IPE DECKING ;' CONTINUOUS 1Y2 STONE VENEER 4 ELEV. -1 -58 13/4” X 11%" LVL RIM JOIST FLASHING (REFER TO CME SHEARWALL PLAN FOR _�, / 1"X TRIM SPECS. - SPACING AND ENBEDMENT) 2" RIGID INSULATION 2X12 LEDGER ---- ---------------- PT -- _ --- I -:=v�a.- _ .� OVER LIQUID TO FOOTING --- I --------------- 2 PT SILL PLATE NO OVERHANG _ " #5 REBAR APPLIED WATERPROOFING 4 ` ; FLASHING CONTINUOUS FLASHING ° T.G. FOUNDATION WALL ------- --- ---- ' S " ANCHOR BOLT 5"VERTICAL REBAR # # 5 VERTICAL REBAR ELEV. -1 -2'/s /8 24 O.C. (TYP.) 24" O.C. (TYP.) (REFER TO ENGINEER SPECS. 3" FROM INT. FACE (TYP.) 3" FROM INT. FACE (TYP.) FOR SPACING AND EMBEDMENT) - - - - " l(`- (2) #5 REBAR - - - - FOUNDATION WALL - 10 POURED CONCRETE y - -- - - 2" RIGID INSULATION #5 REBAR VERT. - -- © 24 O.C. TYP. - - -- 3 FROM INT. FACE TYP. TO FOOTING OVER LIQUID 10" 2" 10" CONC. FDN. WALL APPLIED WATERPROOFING AMENDMENT 1 10 17 18 " WATER PROOFING --- - MEMBRANE ISSUED FOR PERMIT 05.11.18 2" 1 2" RIGID INSULATION TO FOOTING OVER LIQUID FOUNDATION DETAIL DETAIL AT GUEST ROOM FOUNDATION 06�+ FOUNDATION WALL DETAIL AT SCREEN PORCH APPLIED WATERPROOFING AT INTERIOR FAMILY ROOM WALL = 1-1/2' = 1'-0' PROTECTIVE MEMBRANE w_ FOUNDATION WALL DETAIL CASTLE ROAD HOUSE = 031-1/2' = 1'-0" 711 CASTLE ROAD 4 04 FOUNDATION WALL DETAI AT DECK z FISHERS ISLAND,NEW YORK 06390 1-1/2" = 1'-0' #5 VERTICAL REBAR r 24" O.C. (TYP.) 4 _ �;,,, i� Wit- 3" FROM INT. FACE (TYP.) #5 VERTICAL REBAR #5 VERTICAL REBAR 24" O.C. (TYP.) - 24" O.C. (TYP.) 10" FOUNDATION WALL 3" FROM INT. FACE (TYP.) ` % 3" FROM INT. FACE (TYP.) WATER PROOFING MEMBRANE " 10" FOUNDATION WALL 10" FOUNDATION WALL REINFORCE WITH #4 BARS VERT 4" CONC. SLAB WATER PROOFING MEMBRANE WATER PROOFING MEMBRANE +STD HOOK AT CENTER OF WALL + - #'4BARS hORZ TOP, BOTTOM + MID Y2" EXPANSION JOINT #5 REBAR #5 REBAR HEIGHT OF WALLS, TYP 4" CONC. SLAB 4" CONC. SLAB 2x4 KEYWAY VAPOR BARRIER SLOPE WITP MORTAR FOOTING 2x4 KEYWAY Y2" EXPANSION JOINT Y2" EXPANSION JOINT SLOPE TOP WITH FOOTING #5 FOOTING DOWEL EA. SLOPE TOP OF FOOTING WITH MORTAR VAPOR BARRIER / VERT. W/ 24" LAP VAPOR BARRIER WITH MORTAR #5 FOOTING DOWEL EA. 6" GRAVEL 5 FOOTING DOWEL EA. KINLIN RUTHERFURD ARCHITECTS, PLLC VERT. W/ 24" LAP ALTERNATE HOOKS VERT. W/ 24" LAP ALTERNATE HOOKS 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 6" GRAVEL GRAVEL 6" GRAVEL ALTERNATE HOOKS NEW YORK,NEW YORK 10018 FAX:(775)582-1736 GRAVEL 4" DRAIN PIPE GRAVEL I (' 4" DRAIN PIPE „ 4 DRAIN PIPE QED ARC ­711d y f 1 1 nl y . Q ^ O 0 Q . - i•,\.' w� O,,I��L f11V7 f N _ " 3" CONSTRUCTION DETAIL ' � S TYP ' w #5 REBAR TYP. ALL TYP. #5 REBAR TYP. ALL fl,Ir 2 —#5 REBAR TYP. ALL 7" 10" 7" AROUND CONTINUOUS 1 _0 AROUND CONTINUOUS 7 10 7 AROUND CONTINUOUS z 2'-0" BOTTOM OF FOOTING-----' BOTTOM OF FOOTING 3'-0" MIN BELOW 2'-2" 3'-0" MIN BELOW 2'-0" BOTTOM OF FOOTING ADJACENT GRADE ADJACENT GRADE A-431,01. 0 3'-0" MIN BELOW FOOTING DETAIL SCREENED PORCH (FROST DEPTH)TYP. FOOTING DETAIL AT BASEMENT (FROST DEPTH)TYP. FOOTING DETAIL PROJECT: 284 ADJACENT GRADE 051-1/2" = 1'-0" 02 1-1/2" = 1'-0' 0 1-1/2" = 1'-0" (FROST DEPTH)TYP. U a a a H v w H v x r, 0 N NEW ROOF SHINGLES TO MATCH EXISTING EXTERIOR GRADE PLYWOOD 2X12 ROOF RAFTER R-38 ROOF INSULATION 6X6 POST 30# BUILDING FELT ` ICE & WATER SHIELD ?Y CONTINUOUS AT EDGE AZEK COLUMN CASING AZEK COLUMN BASE SIMPSON H10 OR H2.5A MARVIN DOUBLE HUNG WINDOW EAVE FLASHING TRIM DETAILS TBD BLOCKING WOOD WINDOW SILL T.O. FIRST FLOOR S.F. _ ------------------------------------------------ ' -------- WOOD WINDOW SILL - 3/4' W AMENDMENT 1 10.17.18 ELEV. 0'-0" 3 �> WOOD APRON U /4 AZEK TRIM 3/4" WOOD APRON GUTTER TO MATCH EXISITING ISSUED FOR PERMIT 05.11.18 HEIGHT TBD T.O. DECK ;. ; , (2) 2X6 SILL PLATE 1 R S AND MOLDING ---- X TRIM M PI ECE ELEV. -0'-6" MIN >. TO MATCH EXISTING DETAIL (3)2X6 HEADER 5/8" GWB R-20 WALL INSULATION CASTLE ROAD HOUSE I III II 1111 II IPE DECKING 2" WOOD BASEBOARD :_ 2X6 WALL FRAMING 711 CASTLE ROAD Od I I I I �¢' OAK HARDWOOD FLOOR FISHERS ISLAND,NEW YORK 06390 ----'F =LL ------ - V I V_I____ _____ _________ __ CEDAR SHINGLES 3/4" EXTERIOR GRADE AlAl (2) 2X12 PLYWOOD SHEATHING 017 I l l l bl AIR & VAPOR BARRIER %4" SUBFLOORING 4„ I II II 3/4" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER I 111 2X6 FRAMING WINDOW CASING 6x6 PT POST & R-21 BATT INSULATION POST BASE 1 X12 AZEK TRIM AN- T.O. 2ND FLOOR SUB-FLOOR ROOF EAVE DETAIL 2X6 BOTTOM PLATE REFER TO _ CMECPK SHEARWALL ELEV. +9-4Y ' PLAN FOR LATE4" -- -- - -- S4 WINDOW SILL -- ----- CONNECTIONS - !j '! _ 5/4' WINDOW APRON EXTERIOR GRADE - -. - R-21 BATT INSULATION PLYWOOD SHEATHING 1 RIGID INSULATION CEDAR SHINGLES ; 2&"X11/8" TJI®210 @16" O.C. ;i ;'!I _ AIR & VAPOR BARRIER 1BEYOND 3/4" EXTERIOR GRADE PLYWOOD 12" CONC. PIER (2) 13/4" X 11-/8" LVL 2X6 FRAMING W/ R-21 BATT W/ 1—#5 VERT + HOOK (2) 2X6 TOP PLATE INSULATION FLASHING KINLIIN RUTHERFURD ARCHITECTS, PLLC REFER TO CMECPK SHEARWALL - ��N STANDING SEAM METAL ROOF - 3— #4 BARS BOTTOM, PLAN FOR TOP PLATE ao 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 QZ -_O O EACH WAY CONNECTIONS 30# BUILDING FELT NEW YORK,NEW YORK 10018 FAX:(775)582-1736 5/s» GWB 5/a" GWB//ri REFER TO CMECPK SHEARWALL s 3/4" EXTERIOR GRADE PLYWOOD----- PLAN LYWOOD i _ �ER�D ARcy n PLAN FOR SHERWALL LOCATIONS /8" GWB AND SPECS. WOOD CROWN TBD 2X12 ROOF RAFTER — - 0 3/4" WINDOW CASING 3/4' WOOD TRIM 2X11 LEDGER PT (3) 2X6 HEADER 5/8„ GWB cn o �: 4298 Y2" INSULATION 3/4" WOOD CASING FQF NE\4J M ~ MARVIN DOUBLE HUNG WINDOW N N 3-011 N 2 CONSTRUCTION DETAILS w 03 WALL/ FLOOR DETAIL AT SECOND FLOOR BAY WINDOW 02 WALL/ FLOOR DETAIL AT SECOND FLOOR 01 ROOF DETAIL AT SCREENED PORCH a -1/2" = l'-0• 1-1/2" = V-0' 1-1/2• = ,'-o• A-432 .01 PROJECT: 284 U a a a H U W H U NEW ROOF SHINGLES TO MATCH EXISTING r RIDGE FLASHING 2X12 RIDGE BOARD EXTERIOR GRADE PLYWOOD 1 METAL STRAP R-38 ROOF INSULATION Cl © NEW ROOF SHINGLES 2X12 ROOF RAFTER TO MATCH EXISTING RIDGE FLASHING (3)1 X 18 LVL RIDGE BOARD EXTERIOR GRADE ` - PLYWOOD METAL STRAP f R-38 ROOF INSULATION 2X12 ROOF RAFTER / 6X6 POST BEHIND BEAM BEHIND ROOF SHINGLES 03 ROOF RIDGE DETAIL TYPICAL NEW ROOF SHINGLES TO MATCH EXISTING -1/2" = 1'-0" TO MATCH EXISTING 3/4' EXTERIOR GRADE 3/4" EXTERIOR GRADE PLYWOOD PLYWOOD 2X12 ROOF RAFTER 2X12 ROOF RAFTER NEW CEDAR SHINGLE ROOF R-38 ROOF INSULATION 1`. `" ._. %" R-38 ROOF INSULATION EXTERIOR GRADE 30# BUILDING FELT I ROOF PITCH CHANGE PLYWOOD ICE & WATER SHIELD ! FLASHING R-38 ROOF INSULATION CONTINUOUS AT EDGE i 2X8 SHED ROOF RAFTER SIMPSON H10 OR H2.5A j % MAIN ROOF RAFTER EAVE FLASHING 30# BUILDING FELT ICE & WATER SHIELD BLOCKING ! I CONTINUOUS AT EDGE �\� ) BLOCKING 1X TRIM PIECES AND MOLDING TO MATCH EXISTING DETAIL i EAVE FLASHING r GUTTER TO MATCH EXISITING 1X TRIM PIECES AND MOLDING TO MATCH EXISTING DETAIL SIMPSON H10 r/ 'I OR H2.5A VERHANG TOMATCH EXISTING OVERHANG TO MATCH EXISTING (3) 2X6 HEADER /( AMENDMENT 1 10.17.18 TRIM TO MATCH EXISTING �1 2X6 WALL FRAMING 2X6 WALL FRAMING ISSUED FOR PERMIT 05.11.18 3/4' EXTERIOR GRADE 3/4" EXTERIOR GRADE PLYWOOD SHEATHING PLYWOOD SHEATHING AIR & VAPOR BARRIER 5/a" GWB AIR & VAPOR BARRIER CASTLE ROAD HOUSE WINDOW CASING 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 { WINDOW SILL WINDOW SILL - 5/4" WINDOW APRON 3/4' WINDOW APRON EXTERIOR GRADE (3) 2X6 HEADER DOUBLE SILL PLATE PLYWOOD SHEATHING 2X6 5/" GWB WINDOW CASING AIR & VAPOR BARRIER NEW SHINGLES WINDOW TO MATCH EXISTING R-20 WALL INSULATION DETAIL AT WALL WITH 2" OVERHANG TO ACCOMMODATE THIN-STONE VENEER KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 C 5/4" WINDOW SILL 5/4" WINDOW SILL 3 5/4" WINDOW APRON 02DORMER ROOF DETAIL TYPICAL /4 WINDOW APRON 1-1/2* = 1'-0• 3/4" EXTERIOR GRADE 0)3, 2X6 DOUBLE SILL PLATE PLYWOOD SHEATHING 9T 029 yC" 5/a" GWB FBF �d � AIR & VAPOR BARRIER M NEW SHINGLES N - TO MATCH EXISTING R-20 WALL INSULATION CONSTRUCTION DETAILS v� H w a 0 1 DETAIL AT GUEST BEDROOM ROOF I ,_1/2" _ V-0* A-433.01 O � PROJECT: 284 U a a 5'-14" RO H U 6'-32" RO 2'-84" RO I I 4'-112» RO 2'-8j" RO ----------------------------------------, ----------------,I 5,-3 i" RO I I 2 • ' I I I I I I I I r ---------------, I I I r----------------� F------------ 2'-7" RO I I I I I I I I I I I I I I I I I I I I I I I I O r----------------, 00 I I I I I ib i i --t I I I I I � I I I I I I I I I I •• I I I r I I I I I I I I I I P7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A B C D E F G (2) CUDH-NG 2424 CUDH-NG 2622 CUSTOM - FIXED SINGLE PANEL WINDOW (2) CUDH-NG 3228 CUDH-NG 2628 CUCA3040 (2) CUDH-NG 2622 102.1, 102.2 103,104 108 109, 207 101, 201 105 106,107 2'-84" RO r----------------� I I I I I I I I I I I I I I I I I I I I 2'-9" RO 0 10'-9" RO I I � I I I I Q ---------------------------------- ---------------- 5'-5" RO --------------------------- r ----------------------------------, I O 0 i 0 UN00 ' , 6100 I I I� I I Lr7100 I I I I � t I CV i i I i i I I N I I I I I I I I AMENDMENT 1 10.17.18 H J K ISSUED FOR PERMIT 05.11.18 TRANSOM WINDOW- (2) CUCA3224 CUDH-NG 2626 (4)MULLED TRANSOM WINDOW- 205, 206 208 (4) CUCA3228 CUCA3228 203 CASTLE ROAD HOUSE 202, 204 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 WINDOW SCHEDULE NOTE: SEE SHEET A502 FOR WINDOW ELEVATIONS FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 101 103 HALL A MARVIN (2)CUDH-NG 2424 DOUBLE HUNG 4'-11 2" 4'-81, Y WHITE CLAD 102.1 104 KITCHEN B MARVIN CUDH-NG 2622 DOUBLE HUNG 2'-8 4" 4'-4" N WHITE CLAD 102.2 104 KITCHEN B MARVIN CUDH-NG 2622 DOUBLE HUNG 2'-8,1" 4'-4" N WHITE CLAD 103 106 FAMILY C TBD CUSTOM UNIT FIXED 5'-12" 8'-6 2" N WHITE CLAD 104 106 FAMILY C TBD CUSTOM UNIT FIXED 5'-12" 8'-6 2" N WHITE CLAD 105 107 GUEST BEDROOM D MARVIN (2)CUDH-NG 3228 DOUBLE HUNG 1 5'-4" Y WHITE CLAD KINLIN RUTHERFURD ARCHITECTS, PLLC 106 107 GUEST BEDROOM E MARVIN CUDH-NG 2628 DOUBLE HUNG 2'-8 4" 5'-4" Y WHITE CLAD 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 107 108 BATHROOM E MARVIN CUDH-NG 2628 DOUBLE HUNG 2'-84" 5'-4" Y WHITE CLAD NEW YORK,NEW YORK 10018 FAX (775)582-1736 108 111 ENTRY F MARVIN CUCA 3040 CASEMENT 2'-7" 3'-38" Y WHITE CLAD 109 104 KITCHEN G MARVIN (2)CUDH-NG 2622 DOUBLE HUNG 5'-3 4'-4" Y WHITE CLAD ,e\ .ti� ki SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior 40 ¢J Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS i - 201 201 BALCONY A MARVIN (2)CUDH-NG 2424 DOUBLE HUNG 4'-111/2" 4'-8" Y WHITE CLAD M 202 104 KITCHEN H MARVIN CUCA3228 TRANSOM 2'-9" 2'-38" N WHITE CLAD �y� 0294'611 yQ� 203 104 KITCHEN K MARVIN (4)CUCA3228 TRANSOM 101-91, 2'3 8" N WHITE CLAD OF NE-"N N 204 104 KITCHEN H MARVIN CUCA3228 TRANSOM 2'-9" 2'-38" N WHITE CLAD WINDOW SCHEDULE ,N 205 106 FAMILY I MARVIN (2)CUCA3224 TRANSOM 5'-5" 1'-118"N WHITE CLAD MARVIN WINDOWS SPECIFICATIONS Ln DOUBLE-HUNG WNDOWS: CASEMENT WINDOW,: rWT 206 106 FAMILY I MARVIN (2)CUCA3224 TRANSOM 5'-5" 1,-118" N WHITE CLAD ULTIMATE NEXT GENERATION SERIES CLAD DOUBLE HUNG WINDOWS ULTIMATE SERIES CLAD CASEMENT WINDOWS 207 104 KITCHEN G MARVIN (2)CUDH-NG 2622 1 INTERIOR FINISH: PRE-FINISHED WHITE INTERIOR FINISH: PRE-FINISHED WHITE DOUBLE HUNG 5'3 4'4" Y WHITE CLAD EXTERIOR FINISH: WHITE EXTERIOR FINISH: WHITE C/1 GLASS: LOW-E3 IMPACT RESISTANT GLASS(TEMPERED) GLASS: LOW-E3 IMPACT RESISTANT GLASS (TEMPERED) z� 2085'-0" Y HARDWARE: INTEGRITY SERIES LOCK&KEEPER- WHITE HARDWARE: INTEGRITY SERIES OPERATOR HANDLE-WRITE 201 BALCONY J MARVIN (2)CUDH-NG 2626 DOUBLE HUNG 2'-8 q I--i a 0 PROJECT: 284A-501.0 :1 01 WINDOW SCHEDULE NTS U a a a E~ U F- 10'-0" RO t12'-54" U _ , F______________________________________________________________________________ --------------------------------- ----------------------------------------- ---------------------- _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I POCKET FOR SLIDING LITE i I i POCKET FOR SLIDING LITE r't2 00 O I I p I I I I I I I I I I I I � ! � C 00 I I I I I I I I I I I I I I I I I i t I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I i I L_______________________________________ -_____-_ J A B SLIDING PATIO DOOR WSPD10080 OXXO- CUSTOM HEIGHT CUSTOM UNIT- DOUBLE SLIDING FRENCH DOOR 101 DETAILS TO BE CONFIRMED 103 6'-1$" RO 6'-18" RO 3'-21j" RO r--------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AMENDMENT 1 10.17.18 I I O O i i II i 1 I � I p ISSUED FOR PERMIT 05.11.18 I I � r7U-) LOO 0 1 O 00I I 00 I 00 I I I I CASTLE ROAD HOUSE I I 711 CASTLE ROAD I j j FISHERS ISLAND,NEW YORK 06390 I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I C D E SLIDING PATIO DOOR SLIDING PATIO DOOR CUSTOM SOLID WOOD PANELED DOOR - WSPD6080 OX - CUSTOM HEIGHT WSPD6080 XO - CUSTOM HEIGHT DETAILS TO BE CONFIRMED 104 105 106 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 D ARCyi EXTERIOR DOOR SCHEDULE NOTE: SEE SHEET A502 FOR EXTERIOR DOOR ELEVATIONS FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior , Door # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 1 101 104 KITCHEN A MARVIN CUSTOM UNIT (modified WSPD10080) SLIDING PATIO DOOR OXXO 10'-0" 8'-5 16" '9�> 29� O M 102 104 KITCHEN OMIT OMIT OMIT OMIT OMIT Y OMIT OMIT FOF NE�� 103 106 FAMILY B MARVIN CUSTOM UNIT DOUBLE FRENCH DOOR SLIDING 12'-5 4" 8'-7" Y leaf size TBD pending hardware spec N 104 106 FAMILY C MARVIN CUSTOM UNIT (modified WSPD6080) SLIDING DOUBLE PATIO DOOR 6'-18" 8'-56" Y EXTERIOR fil 105 106 FAMILY D MARVIN CUSTOM UNIT (modified WSPD6080) SLIDING DOUBLE PATIO DOOR 6'-18" 8'5 16" Y W 106 111 ENTRY E TRUSTILE CUSTOM UNIT INSWING 1 a'SOLID WOOD DOOR 3' 2 8'011 ' Y DOOR SCHEDULE Y a d o 01 WINDOW SCHEDULE PROJECT: 284A-502 ,01 I Nrs U GENERAL ELECTRICAL NOTES: ELECTRICAL LEGEND ELECTRICAL NOTES: .a a 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY vn WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE — SECTION R313.1 U 2. ALL RECEPTACLES ARE TO BE "DECOR4" STYLE, AND ALL DIMMER SWITCHES 10 WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE 01 A203 REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE W RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY HARD—WIRED WITH BATTERY BACKUP AND INTERCONNECTED. REVIEW ALL H ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT. LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 0 WATERPROOF RECESSED LIGHT FIXTURE -QG.F.l. GROUNDED FAULT RECEPTACLE OUTLET u 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. /ALARMS 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. + SURFACE MOUNTED LIGHT FIXTURE QUADRUPLEX RECEPTACLE 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE — UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT AS TO WHICH FIXTURES WILL HOLD HIGH—EFFICACY LAMPS. , �� INTERCOM b TELEPHONE/DATA PRIOR TO INSTALLATION. 4. ARC—FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. $ SWITCHQ TELEVISION 3. ELECTRICAL INSTALLATION TO BE DESIGN—BUILD BY A LICENSED CONTRACTOR. 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE $p DIMMER SWITCH ® EXHAUST FAN 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING NOTED. WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE $s 3—WAY SWITCH 0 THERMOSTAT ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. $so 3—WAY DIMMER SWITCH �M SMOKE/CARBON MONOXIDE DETECTOR 5. ELECTRICAL PANELS AND SUB—PANELS LOCATIONS TO BE COORDINATED WITH $o�R DOOR OPERATED SWITCH El DOORBELL ARCHITECT PRIOR TO INSTALLATION. =0 DUPLEX RECEPTACLE HE FIXTURE FITTED WITH A 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE oN W.P. WATERPROOF DUPLEX RECEPTACLE HIGH—EFFICACY LAMP WITH FIXTURE REQUIREMENTS. ALL 3—WAY SWITCHING TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. )) 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS c.7 ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS SPECIFICATIONS. I � � I NO WORK TO BE DONE =-D WITHIN HATCHED AREA -- ---- D to i SID sD OUTDOOR I SH ER I STUDY EXISTING I DW FF R REk� ANTRY 3D SH I I I — — — F.I. TO LIGHT ABOVE I %T) LIG TIELO I 48" w I I TO IG RANGE IRANGE ` TO LIGHT G.F.I. I - }-(--} � ABOVE 4-- —— I TO LIGHT N O MW/ _ __—_— r \ ABOVE IC Q I)fRASH/ �' - O o M FECYCLE—I----- I M —— TO LIGHT L——=� —�—(—� J c.F.l. AMENDMENT I 10.17.18 ABOVE zh ISSUED FOR PERMIT 05.11.18 D TO LIGHT ABOVE CASTLE ROAD HOUSE 0 M 711 CASTLE ROAD DINING ROOM I FISHERS ISLAND,NEW YORK 06390 Fl- EXISTING c � T 1 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 D A,f,r, 01 A201 FOP NE`N M N N N ENERGY ANALYSIS FIRST FLOOR vi WORK TYPE: ALTERATION TO EXISTING SINGLE—FAMILY RESIDENCE ELECTRICAL PLAN W ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION O �I FIRST FLOOR PLAN NEW LIGHT FIXTURES TO BE AT LEAST 75% OF THE PERMANENTLY INSTALLED FIXTURES WILL BE FITTED WITH EITHER COMPACT FLUORESCENT LAMPS,T-8 OR 75% OF THE PERMANENTLY INSTALLED E-100, E-101 & E-102 I �. INSTALLED THROUGHOUT THE SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS INTERIOR LIGHTING FIXTURES WILL BE (ELECTRICAL PLANS) INTERIOR OF THE HOUSE OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 FITTED WITH HIGH—EFFICACY LAMPS. N�ZO�■0 WATTS OR LESS. [2009 IECC SECTION 404.11 O PROJECT: 284 U a a a F 01 A203 U U 0 NO WORK TO BE DONE WITHIN HATCHED AREA CL II I I BEDROOM 5 II EXISTING BATHROOM 5 II 1 1 EXISTING ® TLIGHT ABOVETO LIGHT ABOVE I� 111 TO LIGHT ----rn IT--- ABOVE 57 O Cj 111 III � III I I I � III � III III AMENDMENT 1 10.17.18 To LIGHT III ABOVE zh ISSUED FOR PERMIT 05.11.18 � III J III III TO LIGHT ABOVE CASTLE ROAD HOUSE e I 111 BATH 4 711 CASTLE ROAD FISHERS(ISLAND,NEW YORK 06390 BEDROOM 4 �'`-� EXISTING L CL / ^- I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 �R c �%. ✓Q tST��T 029�a1 01 A201 F OF NE`N M N N w SECOND FLOOR N W ELECTRICAL PLAN 01 FIRST FLOOR PLAN N-10 2.0 1 PROJECT: 284 r GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS LIVE LOADS WOOD NAILING SCHEDULE REFERENCE IS MADE RESIDENTIAL DWELLING HABITABLE AREAS TO DRAWINGS UPON WHICH FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF GNCB CONSULTING ENGINEERS, P.C. 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) CONNECTION NAILING WORK IS BASED: SNOW LOADS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT GROUND SNOW LOAD, Pg=20 PSF STRESSES: JOIST TO SILL OR GIRDER,TOE NAIL 3-8d ARCHITECTURAL DRAWINGS BRIDGING TO JOIST,TOE NAIL EACH END 2-8d BY: KINLIN RUTHERFURD ARCHITECTS, PLLC FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF 330 WEST 38TH STREET SUITE 1006 BENDING, REPETITIVE USE Fb = 1, 035 psi SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc NEW YORK, NY 10018 WIND LOADS BENDING, SINGLE USE Fb = 900 TOP PLATE TO STUD, END NAIL 2-16d TENSION PARALLEL TO GRAIN Ft = 575 WIND EXPOSURE CATEGORY: C STUD TO SOLE PLATE,TOE NAIL 4-8d PREPARED FOR: COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 711 CASTLE ROAD HOUSE BASIC WIND SPEED=120 MPH (3 SEC. GUST) SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED STUDS, FACE NAIL 16d AT 24"oc COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc FISHERS ISLAND, NY MODULUS OF ELASTICITY E = 1,700,000 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d GENERAL DATE: AUGUST 10,2018+AMENDMENTS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE PER MANUFACTURER'S RECOMMENDATIONS. ALONG EACH EDGE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT Woc, UNLESS NOTED OTHERWISE CEILING JOISTS TO PLATE,TOE NAIL 3-8d 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d AND EXISTING CONDITIONS. OTHERWISE. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: RAFTER TO PLATE,TOE NAIL 3-8d 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING LAMINATED VENEER LUMBER(LVL) BUILT-UP CORNER STUDS 16d AT 24"oc AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP FOR THE BUILDING DURING CONSTRUCTION, INCLUDING,BUT P40T LIMITED TO MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb = 2,600 AND BOTTOM AND STAGGERED 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 2-20d AT ENDS AND AT WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv = 285 EACH SPLICE COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 PLYWOOD: UNLESS OTHERWISE PARALLEL TO GLUE LINE-TENSION STRESS Ft = 1,555 NOTED FOUNDATIONS APA-RATED PLYWOOD FLOOR SHEATHING 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON TIMBERSTRAND STRAND LUMBER(LSL) 3/4"TONGUE AND GROOVE 8d NATURAL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC STUD/COLUMNS MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM MODULUS OF ELASTICITY, MIN. E = 1,300,000 psi ROOF SHEATHING 5/8" 8d ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. E = 1.550,000 WALL SHEATHING-PER SHEAR WALL NOTES 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. BENDING Fb = 1,700 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. NOTES: CONDITIONS ENCOUNTERED. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE SCHEDULE BASED UPON COMMON WIRE NAILS. 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 6. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 7. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER,REMOVE ALL OR OTHER FINISH APPROVED BY ENGINEER. FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS 11. WOOD I-JOIST SERIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYER.HAUSER.. COMMON WIRE NAIL DIAMETERS RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL 6d 0.113" BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. 8d 0.131" REINFORCED CONCRETE 10d 0.148" 12d 0.148" 16d 0.162" 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 20d 0.192" SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH POST BASE AS FOLLOWS: WALLS AND FOUNDATIONS 3,000 PSI FRAMING TO PIER INTERIOR SLAB ON GRADE 3,500 PSI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FULL SHEET REVISION 1 EXTERIOR SLAB ON GRADE 4,500 PSI iv 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD GRADE 60. 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. 12"DIA.CONC PIER SNOW SPEED DESIGN UNDERLAYMENT HAZARDS ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR z WITH 145 VERT+ LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN HOOK DEPTH POSITIONS INDICATED. L 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PER ARCHITECT NOT APPLICABLE 1 REVISION 1 11 OCT 2018 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE q 3-#4 BARS BOTTOM. TO HEAVY INDICATED SHALL BE: M c7 EACH WAY CONCRETE POURED AGAINST EARTH 3" a RESIDENTIAL CODE OF NEW YORK STATE CONCRETE POURED IN FORMS,BUT w CASTLE ROAD HOUSE EXPOSED TO EARTH OR WEATHER: m Fishers Island,New York a. BARS#5 AND SMALLER 1-1/2" U- b. BARS LARGER THAN#5 2" 6. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. 130 41M S-1 R1 FI CONCRETE ' POST Of FICF BOX 802 FOOTING 1/2"DIA.ANCHOR �'� oF17 SAYBR""K 2 FT.SQ. BOLT WITH CONNFC11Cllr 06475f I IONI:860 388 1224 3"x3"x.229" FAX: 860 31 R84613 1 i PLATE WASHERS i Consulting Engineers, P.C. TYPICAL CONC PIER AT PORCH U.N.O. 0 OF kj�- q-r .0 16 DIA. 16 DIA. \ SQPG\� �Q� ,uutj 0 WELDED WIRE SAW CUT FABRIC CONTROL JOINT AS ,: a Q ,O° q REINFORCEMENT SOON AS - `g 7; 1 1/2"CLEAR ON CONCRETE WILL M,q'0' SFO 685 BRICK OR BLOCK NOT RAVEL(24 HRS • ; Ssimr\r\ Ew �" SUPPORTS MAX) 0 \ °•' HOOK ALL HORIZ. p REINFORCEMENT o - •._ ; a`= a_ AS SHOWN OR KINLIN RUTHERFORD ARCHITECTS, PLLC �'. d•< PROVIDE HOOKED SPLICE BARS(TYP) 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 00 GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER TYPICAL ANCHOR BOLT DETAIL o PER ARCHITECT �� � � �� � � � `�� � � �� � -� �• NOTES: 10 MAY 2018 PERMIT SET o I I -I -I I III-III- I- I I HORIz. � �° ,, vIE or. _ _ _ _ 1. PROVIDE MINIMUM 7 EMBEDMENT. D � 0�� SLAB ON GRADE BEARING SURFACE: III-I I -III-I I-IIII I -III- I REINFORCEMENT 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". WITHIN THE BUILDING AREA _ _ _ _ CONT.THROUGH JOINT ( I I I ( -III- ( I I I I I I- 3. MIN. 2 BOLTS PER PLATE. REMOVE ALL TOPSOIL, MAN-PLACED FILL, 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD n rT 5 ^;1 r SUBSOIL AND ANY OTHER UNSUITABLE -II- I I II I I T/3 T/3 OF SILL PLATE. G MATERIAL TO EXPOSE NATURALLY DEPOSITED- U INORGANIC SAND/GRAVEL, OR REPLACE I I-IIIIII-III I ( I I-III III- O UNSUITABLE MATERIAL WITH COMPACTED oX STRUCTURAL FILL ti T0NV"'d 0 i°S,0=1 0ITDi SEE ARCHITECTURAL DRAWINGS T FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT TYPICAL CONCRETE WALL REINFORCING GENERAL NOTES & TYPICAL SLAB ON GRADE DETAIL DETAILS FOUNDATION -ANCHOR BOLTS TYPICAL DETAILS G C1 J DRN BY:JJS / RLB CHK BY: CCB / RLB simoiJ PROJECT: 17186 DATE: 05/10/2018 3 7 9 10 30'-4" EXISTING TO REMAIN EXISTING FOUNDATION 10'-5" 1 19'-11" 6-6 5/8" WITH MODIFICATIONS i i BOTTOM OF FTG ELEV 1'-0" ( TO BE DETERMINED BY 4 1/8" 1 ARCHITECT 1 S2.2 4" BOTTOM OF FTG DEPTH S2.1 3 FT MIN. BELOW GRADE i — — — -- ------- o '.T I (V 60 I N I r - - - - - - - - - - - - - - - - , co OUTLINE OF 7'-10 1/2" 2'-6" 7'-10 1/2" COVERED PORCH ABOVE F / Pipe3STD— f—►o 1 `° I >-° 1 ° r— — — — — — — — — —/,, — I I N bo S2.3 I / TOP OF SLAB i ELEV INDICATES 144 TOP&BOTTOM -4'-91/4" x 4'-0"IN SLAB AT CORNERS,TYP. 1 REFER TO ARCH DRAWINGS FOR BULKHEAD STAIRS a � 31_0" - � _ CONCRETE FOUNDATION SEE SECTIONS I `d FURRED OUT WALL WALL FOR WALUFTG ABOVE PER ARCHT REINFORCING I . a 4'-0" I I I r> I INFILL EXG CONC I I FOOTING PROJECTION 2x STAIR WALL —�— 1-8 3/8 WALL WITH CMU {L J I _ TO MATCH CRAWL SPACE - 7 3 FT. HEIGHTI 0O CRAWL SPACE MIN TO BOTTOM FLOOR EL I OF JOISTS EXG V-0" V-0" 8'-61/8" 8'-61/8" 8'-61/8" V-61/8" BEAM POCKET WALL PER TYP. x4 x4 I DETAIL FULL SHEET REVISION 1 POST UP -I 1 —I I— F —I ( v • - - — - - — - — - - — - - — - - 0 -I ----}--o-�—I- �4 }—e —}— II I I II I J L —IJ L — J L� - -1 1 N O 1 O l a :c DEMO EXISTING L V.I.F.TO COORDINATE MASONRY T.O.W. FOR NEW "Z-6- INFILL CONC PIPE COL FOUNDATION WALL I 1 REVISION 1 11 OCT 2018 SLAB 101, SO THAT EXG FIN FLOOR 7"10" T' CONFIRM WITH 1 - CONC SLAB AND NEW FIN FLOOR SQ. FTG ARCHITECT IF I co MATCH ELEVATION 2'-6"x2'-6"x 1'-0" CONTROL JOINTS ul REINF W/3-#5 BARS TO BE USED 1 ' TOP OF EXG-- ( 41 EA.WAY BOTTOM SEE TYP. DETAIL o CASTLE ROAD HOUSE THIS AREA SHOWN V.I.F. TOP OF NEW I FOR REFERENCE ONLY CONC WALL F LOCATE BENEATH CONC WALL I I o Fishers Island,New York ELEV.-0-11 3/8 +/- Q 17"10'7 PANTRY WALL _ ELEV.-1-2 7/8 ABOVE -1 a — — — — — — — — — — — — — — — — — — — — — — - -- - ° °d •;� POST OfFICf BOX 8(22 yO �. - - •.e- - - �; - - ° Q ade _ - <V - I b SAY[IROCJK — — - -- - — - — / _ - a _ d ad� d _ ,..� t•� wA dam° _ _ D 1 CJ CONNFCTICM 00475 E c P!10N1:SGO:1823 1224 DOWEL 6" INTO i� / FAX: 860 388 4613 EXG CONCi r I Consulting Engineers, P.C. GNCHI Nr1NI I RS.CO.a1 °�° WALL,TYP. © CONC FOUNDATION 9 (I i o WALL+FTG PROJ I iI THIS AREA FOR COORDINATE 'C 1 OF NS �' — - - - — — — - - - - — �= — - - - — - - - �— — — — — 'I - - - G �.�P�� CURt�s� p� PORCH FO AND bOUTLINE OF I 2'-0" HOUSE FOUONDAT O ; N _ , i SCREENED PORCH PROJECT co _ o ABOVE SQ. FTG REFER TO SHEAR WALL LOCATION PLAN NORTH c�J'F , — 83685 i 2'-0"x2'-0"x T-0" AND NOTES ` �FFSSIONt`�� H —� - - — — — — — — - - - - - - - - - - - - — - - - C) — H REINFW/245BARS 12"DIA._SON_ `" EA.WAY BOTTOM ` BOTTOM OF FTG i FORMED AT PIER 3'-0"MIN. BELOW GRADE EDGE OF + 1-#5 BAR AT CENTERLINE+HOOK (FROST DEPTH) KINLIN RUTHERFORD ARCHITECTS' PLLC - DECK ABOVE v i I i INTO FTG i _ 1 I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 v c 10 MAY 2018 PERMIT SET I I I i i 7'-4 1/8" 4'-9 3/4" 2'-6 3/8" 1, 7'-4 1/8" bn �- 22'-0 3/8" 1 26'-0" FOUNDATION PLAN 1 2 5 6 8 DRN BY:JJS / RLB CHK BY: CCB / RLB 1 FOUNDATION PLAN „ _ , .. X1 . 1 14 - 1 -0 PROJECT: 17186 DATE: 05/10/2018 1 EXTERIOR PLYWOOD LEGEND: WOOD SHEAR WALLS WALL SHEATHING PER SHEAR WALL 5" HOLDOWN HARDWARE 5" MIN. FROM END OF SEE SHEAR WALL NOTES NOTES ANCHOR BOLT SHEAR WALL PANEL FOUNDATION WALL 2x WOOD BELOW x STUD WALL x o 0 PER PLAN 31/2" 3 1/�� MIN.WOOD FRAMING M MEMBER THICKNESS N SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS INDICATES WOOD SHEAR WALL: WITH HOLDOWN HARDWARE AT EACH END OF SOLID WALL (NO OPENINGS) SEE HOLDOWN(H/D) MODEL PER PLAN EXTERIOR PLYWOOD WALL SHEATHING PER SHEAR WALL HOEDOWN HARDWARE WALL OR DOOR HOEDOWN HARDWARE 5" NOTES \V5'-,' ANCHOR BOLT OPENING ANCHOR BOLT FOUNDATION WALL 2x WOOD x BELOW x STUD WALL - — — — — — PER PLAN �co I MIN. WOOD FRAIMING 31/2" N 31/2" MEMBER THICKNESS PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS INDICATES WOOD SHEAR WALL: WITH HOLDOWN HARDWARE AT EACH END SEE HOLDOWN(H/D)MODEL PER PLAN SHEAR WALL LEGEND DO SHEAR WALL o ¢ HD9B HD913 ' HD9B HD913 PERF. SHEAR WALL I I Q HD913 ( HD9B I ' FULL SHEET REVISION 1 i F-o-1 HD96F OPENING— 71HD9B L J I z w w 0 0 I SHEAR WALL PERF. S.W_ . ": � I 0 wU. 1 REVISION 1 11 OCT 2018 I a HD913H 9B HD93 — — _HD9B— — — — — — — — = HD9B HD96 HD9B HD913- — — — — HD913- — — SHEAR WALL- -� — 41 HD9B CASTLE ROAD HOUSE J ` Fishers Island,New York H; PLYWOOD SHEATHING 0 1'-0" ON EACH SIDE OF WALL HD913-1 13 AT THIS LOCATION a o ¢ 1:A0 1-1 M S'I 12EE '1 o i f o-1 i 0-1 I j POST OFFlcl BOX 1302 �' � C)I-D SAY 3R(DOK 0 0 0 J L J L J L JOlt; l i 1O'NU:8 of 138 122 i SHEAR WALL NOTES (= FAX: 860 3813 467 3 PLYWOOD SHEATHING _ HD96 Consulting Engineers, P.C. �-Nc-131 rvr,In1 I Izs.cc�n3 I ON EACH SIDE OF SHEAR WALL I 1. SHEAR WALL LOCATIONS ARE NOTED ON KEY PLAN. HD9B HD9B r AT THIS LOCATION 2. SIMPSON HOLDOWNS AT EACH END OF HD96 I of _ ' PERFORATED SHEAR WALL PANEL. HD9B J OF NE HD9B+7/8"DIA.BOLTS. a 3: — — — — — — — — — — -� I,I,Y 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOEDOWN ANCHORS EMBEDDED INTO FOUNDATION. HD913 o 4. EMBED 7/8"DIA.ANCHOR 15"MIN. INTO HD9B PERF. SHEAR WALL; c/ z FOUNDATION. 5. LINO,DOUBLE UP WOOD FRAMING AT SHEAR WALL I 368mo'' �j CHORDS OR USE SOLID WOOD POST AT EACH m JF 5 Ci SHEAR WALL PANEL END. ATTACH STUDS �FESSIONI'� ,� TOGETHER WITH 1/4"x 3"SDS SCREWS AT 8"oc. INSTALL ANCHORS L'J A MINIMUM OF 5"FROM ENDS OF FOUNDATION ; WALLS. Q 6. PLYWOOD SHEATHING 19/32"(5/8") �] �—i ! REFER TO SHEAR WALL SHEAR WALLS ARE SUPERIMPOSED KINLIN RUTHERFURD ARCHITECTS, PLLC NAILED WITH 10d(COMMON WIRE NAIL SIZE) LEGEND AND ONTO ARCHITECTURAL DRAWING PLAN AT 3 oc AT PANEL EDGES AND 6"oc AT FIELD NAILING SHEAR WALL NOTES 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 TO INTERMEDIATE STUDS. NEW YORK,NEW YORK 10018 FAX:(775)582-1736 9 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. x 8. SOLID BLOCK AT ALL PANEL EDGES WITH 10 MAY 2018 PERMIT SET DIMENSIONAL SIZE TO MATCH FRAMING. 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES " OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES TO FALL ON DIFFERENT FRAMING MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S RECOMMENDATIONS. G rl 00 l� I SHEAR WALL LOCATION J SHEAR WALL NOTES 1 78� HEAR�WALL LOCATION PLAN PLAN - 1 -0 DRN BY:JJS / RLB CHK BY: CCB / RLB 1 .2 PROJECT: 17186 DATE: 05/10/2018 EXISTING 3 30'4" 9 10 10'-5" , 19'-11" , 6-6 5/8" S2.3 +6x6 S2.2 I S2.1 I PT POST ' PT (3)2x8 , I I CONCRETE FOUNDATION I 1 FF 1 d I BELOW I i IIII II II II II II II Il ,1111 � TIF IIII II it II II II II II _ _ - — _ _ _ - — - - -' - - - — - A 0 IIII II II it II II II II r — - - � - - - - I II II II II II II II II II II II II II it a I!!I II II II II II II II 1 I I I PSL POST IIII II II 11— II-� a II II i I IIII 51/4"x51/4"PSL II II II II II II II II II II II II it II v 111 II II II II NII II II I I I 1 1 IIII II II it I I II II II I I I I I I I I I I I I I I I coL BLW (BEAM BELOW IIII II II II II II II 11 I I I I I I 11 11 11 PiOWTID 142) 1 0/4x1117/8 tVL I I I II I 1 11 11 11 11 11 11 11 11 11 11 111 I I 11 III 1 44 -11 - 1+= -H -11 - 1+- -I+ -11 - 1-I_ 44 -11 - 1+- -I f -1 II FII II IF II II 1I II I II II I I1 II If II II II II 1I II II III I ' N bo III II II II IIo 11 11 111 11 11 11 11 11 11 11 11 oil II II II II SEE BULKHEAD PER III I I I I I I I ° I I I I I I I I I I I I I I I► I I I I I l l l o I I I I I III I i ARCH DWGS. o I I I I I I I I I I b� I I I I 1 11 I I I I I I I I I I I I I I I I c:) I I'Dcn co I I I I I I I I 1-f1--"7T-"�i-"-I-I�--11---1�-- 1 II II II II II II II II II �IIQ II II II IIS BELOW ONC FOUNDATION WALL I I I I I I I I I III I III I I I I I I I I I I I I I I I I I I I I I I I I I I I (I I I I I I I I III 13/4"x 117/8"LVL 51/4"x51/4"PSLI I I RIMBOARD,TYP. 51/4"x51/4"PSL 1/4"11/4"PSL HDR AT III f l I I I I I I I I I I I I I I I I I I DOUBLIE O I I I I I I I I I I I I I I 11 - - 1/4"x51/4"PSL OPENING I I I I I I I I I I I I I I I 11 I I I I I I 2x6 WOOD STUD WALL PSL POST I I f 1 1 1,/4"x5 1/4"PSL 51/4''x5 1/4"' I I i FURRED OUT - -------- V.I.F. I I I I I I I I I I I I I I WALL PER I PSL PosT I I I I I I I I I I I I I I I I I I I I I - - - - - - B _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TI _H _ IT_ -TI ARCHT. _ 1/4"x51/4"PSL II 11 LSL FULL HEIGHTII f- II I I �I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2x6 WOOD STUD WALL I / II II TYP. 11 n n 11 111 I II 11 it II II II II II II it II II II II it II II II it it II II II II II III II II it II II II II III I I I I I I I I I I I I I III III I I I I I I I I I I I I I I 11 113/4"T&G PLYWOOD1 I I I I I I I I III I / OPEN II II II II II II II III I I I I I I I I I I I I I I I l i I I I I I I I I I I I I 11 N 11 11 FLOOR SHEATHING I I I I I I I I III I 00 / / \ II II II II II II II 111 I II II II II II II II II II II II II II II II� �I II II II II II II II II II 111 I to (2) 1 3/4°x 71/4" P OPEiiNINGExG PIPE COL LVL HEADER AT Ii co ~ a I I I I I I I I I 111 I it II II II II co STAIR OPENING II II II II f II II III I I I i t I I I I I I I I I I I I (BELOW I I I I I I I I I I I I � I Ii II 4 �IIII �IIII I�III IIII IIII II III I I I I I I I I I I I I II II II II II II II II I1I1 �° xIF 441 11 11 II 11 11 11 II III I Pip�3STR 11 11 1 Pipe�PTD I I Pi e3sTO i►c� I I I I I I�Ipe3�TD 11 la 11 11 11 11 1 1I lI I i I I I I I I IIII I C FULL SHEET REVISION 1 - �- - fI I I- - { - i -II I H =t= —- EXG 6 DEEP STEEL BEAM I I I I I I I I I I II I 1 �III II II II -II II III I t I!I FI'FI Lo !I R EL11 '4'11I Ii It� II II 1111 1111 (2)1111 3/4W11 1171I$I LV1II1 I1I1 I1I1 1II1 1111 III 111 111 Ia LII. THIS AREA SHOWN EX CO RELATIVE DATUM CARRYING BEAM III II II II II II II iI tI 1I 1I 1I 1I 5 SL FOR REFERENCE ONLY PSLPOST 1 REVISION 1 11 OCT 2018 co c 1 31/2" 11 0 11 II II II II II III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I TYP.AT - 1 II 11 oII II II 11 II FAMILY ROOM II 11 II II II II II II i II �JI II II II II II '1._o". 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GNC111 NGIN)I RS.00A4 FOUNDATION PORCH TO OPEN II II II II II FULL HEIGHT II II II II II III F WALL _ I HOUSE " IigOF NEw �Ire, y s C_ _ _ STRUCTURAL WALL AT PLANE OF Ti �90,p o I WINDOW OPENINGS SHOWN z, '' _ l I II 11 zo 0 l 11 11 11 11 11 11 ill II I II II 11 II 11 NII REFER TO ARCH DWGS FOR 2x10 PT_@ 16"oc w 1 STAGGERED DOOR OPENING III I I II 11-x'11 II II II I I I I 11 II 6x6 PT POST II I o��� �� — — — — — — — — — — — — o ( 1 11 a 11 II II II II 11 II II ON 12"DIA. REQUIREMENTS H `L�� - - (3R-xlO PT— - — - - I cN _ _ _ _ _' SONOTUBE FORMED - - - II II II II II II II II II II -ii-CONC SEET PIER Ii II II H — � � — — — � — — � 11 SEE TYP. DETAIL n _ _ 7T � � 11 /� 0 11 ,II 11 II 11 II 11 11 II TRIM 11 II 11 II 11 11 11 pll A N PLAN 11 /]` -� _ )2xjp PT //c1/ // // 4 1/2" (3)2x12, II I (2)2x12 P i� II II 11 II I II I) II �II REFER TO SHEAR WALL LOCATIO LA �0 _ PT BEAM TYP. 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DETAILS I , NO STORAGE PERMITTED 3/4"T&G PLYWOOD SHEATHING I I , cl) I i , = HIGH CEILING IN I , -T g KITCHEN SECTION I I I , (3) 1 3/4x51/2 LVL HEADERS (2)2x10 RIDGE BM BETWEEN COLUMNS/STUDS AT WINDOW OPENINGS U O (0 2x12 LEDGE RAF ERS 2x12 @16"oc I PT I , i 2x8 w N FULL SHEET REVISION 1 CEILING JOIST F AT 16"oc L BEYOND 03 SECOND PT lu u u u u u u u FLOOR (3)2x1 STRAP RAFTER TO 3-1/4"DIA. LEDGERLOK 9'-711 HEADER TO POST I FASTERS PER STUD+ 3) 1 3/4x5 1/2 LVL I 1 REVISION 1 11 OCT 2018 TYP, i SLOPING SEAT HEADERS BETWEEN I (3)2x8 PT (3)2x8 PT RAFTER HANGER FULL HEIGHT COLUMNS EACH RAFTER 51/4x51/4 PSL POST+ POST CAP CASTLE ROAD HOUSE 2x6 LSL WOOD STUD WALL 2;x6 LSL WOOD STUD WALL - i � I FULL HEIGHT TO EAVE i FULL HEIGHT TO EAVE Fishers Island,New YorkQ OPEN o CS 20 STRAP FROM x6 '• 1 30 F I-NAS'1 6tF I-"I o PT OSTPOS0 •'•/ CAI[Srf ICU 130x 802 AY13RC70K O SILL PLATE-TO 1 FT. UP STUD +POST CAP "", c"") •% coNNIcl Icul o64�s 6x6 i I O EVERY OTHER STUD + POST BASE / PI 1 NNf:860 388 1224 PT POST+ LAP JOISTS AT 8d NAILS TO STUD, Y . FAX: 860 388 461 3 POST BASE 1 3/4x11 7/8 LVL RIM TOW ELEV V.I.F.TO COORDINATE C:ONC WALL `x° Consulting Engineers, P.C. cNcl;l NcaNl I Ks.c<�.M i I -1'-2 7/8 T.O.W. FOR NEW STOLID BLOCK N 2x PT SILL PLATE+ WITH RESPECT TO FOUNDATION WALL BETWEEN LEDGER TO RIM+ SOLID ANCHOR BOLT 0'-0"RELATIVE DATUM SO THAT EXG FIN FLOOR , FLUSH FRAME JOISTS FINISH FLOOR BLOCK UNDER I SEE TYP. DETAILS AND NEW FIN FLOOR I WIPH JO HANGERS REFERENCE DATUM OF NEW r� POST ( MATCH ELEVATION 02 FIRSTFRAMING U TIS DECK TIES PORCH TO HOUSE ------------------------------------- -- - - - - - - - - - - - - - - PT — 1171W Tdt 230 @16'�c — 2-SPAN CONT.— — — — — _ — — — — 117/8"TJI 230 @16"oc 2x8 @16"oc PT (3PT8 0 (2)2x12 — — — — — — _ � . GRADE VARIES 2) 1 3/4x11 7/8 LVL a - a ��r CARRYING BEAM EXG 12"COEJC WALL , SEE ARCH DWGS f. >: �. SEE TYPICAL I �� ✓ PT 2x12 LEDGER::::�� �- 12 DIA. CONC PIER DETAILS ` 12"CONCRETE WALL = 12"DIA. 10"CONCRETE WALL BOTTOM OF t A :�, ^ �; GRADE VARIES CONC , 10"CONCRETE WALL SEE ARCH DWGS FOOTING REINF WITH CONIC SLAB+WWF Pi e3STD 3'-0"MIN. BELOW PIER #/4 BARS VERT+STD HOOK P -4'-91/4" /` BEYOND • KINLIN RUTHERFORD ARCHITECTS PLLC ADJACENT GRADE _ AT CENTER OF WALL i 10"CONCRETE WALL _ :��I � I_ _ _ BOTTOM OF (FROST DEPTH) 2 FT oc+ _x a a �e�#a x�x—a=x, . —— —x—»—x—=T '—xe—x ex—x—x—a —.—x--xx x�x a x—x x=.-4 —— —x—. —x — FOOTING 330 WEST 38TH STREET,SURE 1006 TEL:(212)695-2988 Np x' x ° I �� 3'-0"MI OW NEW YORK,NEW YORK 10018 FAX:(775)582-1736 #4 BARS HORIZ TOP, - _ N. BEL ---- — BOTTOM&MIDHT OF WALL, o ADJACENT GRADE x 2'-0 TYP. FhCLEAR _ , q • I— TYP. 10 MAY 2018 PERMIT SET I I , ,� 2-#5 BARS 2 ft oc V bars 7 10" 7 BOTTOM-CONT 040ct2018 TYp, SEE TYP. DETAILS HPB INTERIOR COLUMN+ 2'-0" COLUMN CP&BASE PLATE � I c I `or I I Q r- v ti i SECTION 'J 7 DRN BY:JJS / RLB CHK BY: CCB / RLB U SECTION THROUGH SCREENED PORCH, S2m2 - KIT HEN & EN Y PROJECT: 17186 1 DATE: 05/10/2018 3/8 = 1 0 J H G E I I , I I I I I I I I I I I I I I I I I I I I 1 3/4"x 14"LVL RIDGE BOARD KITCHEN ROOF RAFTERS OVERBUILD I I ( I 3/4"PLYWOOD T&G SHEATHING �ZZ-1 II II II � 0-0, I I I NO STORAGE PERMITTED SDS 1/4"DIA x 3"L 3/4"T&G PLYWOOD SHEATHING i JOIST TO RAFTER TYP. I _ 2x12 @16"oc CEILNG JOISTS ; co + MATCH KITCHEN CEILING (2)2x6 WALL I '� HEIGHT TOP PLATES (3)1 3/4x5 1/2 LVL HEADER ( I I (3) 1 3/4x5 1/2 LVL , HEADER �,— FURRED OUT WALL PER ARCHITECTURAL DRAWINGS I I I I I I I I I , FLOOR JOISTS I I I , 2x10 16"oc I 03 SECOND _ _ I - j_ - - - - - - - - _ — _ FLOOR FULL SHEET REVISION 1 I I I FULL HEIGHT FULL HEIGHT 9t-711 2x6 LSL 2x6 LSL I I I WALL STUDS , I3/4x91/4 LVL WALLSTUDS LEDGER TO ATTACH (2) 1 3/4x91/4 LVL FULL HEIGHT i FLOOR TO WALL AT STAIR OPENING 51/4"x 51/4" I 1 REVISION 1 11 OCT 2018 3-1/4"DIA. LEDGERLOK PSL POSTS FASTERS PER STUD j PER PLAN I I I I I I i CASTLE ROAD HOUSE IFishers Island,New York 3/4"T&G PLYWOOD FLOOR SHEATHING j I 1 30 1 l M S-1 R('E I I I DEMO EXISTING FIRST FLOOR "—D SAY E3 ooK FRAMING ABOWE BASEMENT FINISH FLOOR CONNf CTICUI 06475 REFERENCE DATUM / III IONF:1360 1138 1224 DECK JOISTS I RIM JOIST STRAP JOIST TO REPLACE WITH NEW 2x JOISTS FAX: 860 388 4613 O j 02 FIRST FLOOR Consulting Engineers, P.C. GN031 NGINI I RS.COM 2 2x10 PT x10 PT 2x8 PLATE,TYP. - - - , - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAMING 0" I W6X9—I (2) 1 3/4"x 7 1/4"LVL OF NEW y0 y ' 2x PT CONT. EXG AT STAIR OPENING DO NOT ' SUPPORT DECK JOISTS I SILL PLATE+ (3)2x10 P�1" ;Q Z � ONTO CANTL FLOOR JOISTS DRILL IN EPDXY �, Lu (3)2x10 PT 1/2"DIA ANCHOR BOLTS < EXISTING EXISTING FOUNDATION WALL FOUNDATION WALL TO REMAIN TO REMAIN`" SEE TYP DETAILS FOR DECK PIERS ' I 9 IKINLIN RUTHERFURD ARCHITECTS, PLLC BOTTOM OF FTG , G I I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 3 FT MIN. BELOW I I I I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 a GRADE,TYP. EXG CONC SLAB ° I 10 MAY 2018 PERMIT SET K - - - -- - - - - - - - - - - - - - - - - - - - - - = BASEMENTS I � �"- .9- .:. - � � , .° - -° �_ -. �- � .: - - - - - - - - - - - - -8'-61/2 � � I I y �n 0 r r- i SECTION G J 1 DRN BY:JJS / RLB SECTION AT STAIR HALL & BALCONY n OVERLOOKING KITCHEN CHK BY: CCB / RLB / 1 „ = 1 3/8 '-011 PROJECT: 17186 S2m3 DATE: 05/10/2018 = � _ _ ~ -- ---7 FULL SHEET REVISION 1 LM VIEW SE -�' 1 REVISION 1 11 OCT 2018 CASTLE ROAD HOUSE Fishers Island,New York 130 FI-M S112FI 1 • POST Of FICU ROX 801 / C31-D SAYBR4D"1C N CONf CT IC U I 06475 PI IONI:860:388 1 114 FAX: 860 388 4613 _ Consulting Engineers, P.C. GN031 NGINI I RS.C'O.tii OF NEW YO ,uRT S y cc w j KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 10 MAY 2018 PERMIT SET f: 0 x v R U ac 0 f) C� Q V N n M VIEW NW r a 3D VIEWS c M G w U DRN BY:JJS / RLB CHK BY: RLB / CCB J 2mS4 PROJECT: 17186 DATE: 05/10/2018 G PROVIDE 1 1/4"x 18 GA 3/4"T&G ROOF SHEATHING,TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE 8-1 1/2"x10d NAILS PER SIDE EACH BEVELED RAFTER BLOCKING AT PROVIDE 1 1/4"x 18 GA 5/8"T&G ROOF SHEATHING, TYP. (16 NAILS PER STRAP) EACH RAFTER UNLESS NOTED OTHERWISE METAL STRAP WITH 8-1 1/2"x10d NAILS ROOF RAFTERS PER SIDE EACH BEVELED PER PLAN RAFTERS.SEE PLAN FOR SIZE. RAFTER BLOCKING AT SOLID BLOCK AT SLOPED SEAT PANEL EDGES RAFTER HANGER (16 NAILS PER STRAP) EACH RAFTER L) z ATTIC FLOOR JOIST EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. SEE PLAN LRU LAP PLYWOOD SLOPED SEAT RIDGE BEAM - RAFTERS RAFTERS. SEE PLAN FOR SIZE. PANEL 1-'0" SIMPSON H2A SKEWABLE MIN HURRICANE CLIP HANGERS AT RIDGE BOARD. SEE PLAN FOR SIZE. ABV&BEL FLREACH RAFTER TO RAFTER TO HIP BEAM o _z CONT RIM WALL STUD RIDGE BOARD - RAFTERS BOARD RIDGE STRAP. INSTALL PER MANUFACTURER'S SOLID BLOCK RAFTER TO WALL CONNECTION RECOMMENDATIONS AT PANEL EDGES TYP. DETAIL RIDGE BEAM ON POST HIP BEAMS AND VALLEY BEAM STRUCTURAL RIDGE BEAMI A I tj ►ST WALL SHEATHING LAP RAFTER TO WALL CONNECTION ROOF RIDGE BOARD DETAIL ANCHOR POST TO BEAM WITH SIMPSON POST AT FIRST FLOOR FRAMING LTS12 STRAP EACH SIDE POST ON SUPPORT ROOF RIDGE BEAM DETAILS FLOOR JOIST FLOOR JOIST PER PLAN PER PLAN FULL SHEET REVISION 1 SIMPSON JOIST HANGER WASHERS REQUIRED. ix EA EACH JOIST EACH SIDE OF BEAM BOLT HOLES 9/16"DIA. MAX. MIN. END DISTANCE 6". SUPPORTING V-0" BEAM PER PLAN 1 REVISION 1 11 OCT 2018 CASTLE ROAD HOUSE N J Fishers Island,New York 0 FLUSH FRAME BEAM/JOIST 0 m I MULTIPLE PLY N o — � _ — LVL BEAM Q— _ 1:30 1 l M S'l R1=FT :• POST OFFICE 130X M2 LVL'S OLID SAYt3RC:C_3K CONNFC11Cl1T 06475 2'-O" •� Pi IONF:f160 388 1224 SIMPSON FAX: 860'388 4613 STEEL COLUMN CAP Consulting Engineers, P.C. GNCBI NGINI I-RS.(-O.M F_ 1 1/2" 5" 1 1/2" MULTI MEMBER LVL CONNECTION I N F NEW y -� OUTLINE OF O��R IS 9 0� o o FOOTING BELOW ,`�r v 90, I o o I FULL DEPTH 4" STD PIPE COLUMN PRE-FORMED ISOLATION JOINT ?s 3 5 f BASE PLATE STD PIPE COLUMN(PER PLAN) WELD TO BASE PLATE ; WELD BASE OF COLUMN ` TO BASE PLATE TOC EL (4)1/2"DIA.ANCHOR BOLTS L _ SEE PLAN 1/2" 1/2"GAP AROUND BASE PLATE - �- I I I I KINLIN RUTHERFORD ARCHITECTS PLLC BEAM CONC 5/8"x8"x0'-8" 00 z, X FOUNDATION TOP OF INTERIOR ;' =rte.' % , r'y % a G WALL FOOTING NON-SHRINK BASE PLATE 330 WEST STREET,suRE tons TEL:(212)695-2988 SEE TYP. DETAIL GROUT PLAN r=- II NEW YORK,NEW YORK 10018 FAX:(775)582-1736 CV ") J L 10 MAY 2018 PERMIT SET x BOF EL 3/4" SEE PLAN NON-SHRINK v GROUT BEAM PER PLAN 3-#5 BARS EACH WAY x BOTTOM x 0 nr Q x N BEAM POCKET DETAIL AT CONCRETE WALL STEEL PIPE COLUMN TYPICAL INTERIOR COLUMN TYPICAL DETAILS M G C] J DRN BY:JJS / RLB CHK BY: RLB / CCB rj S3w1 PROJECT: 17186 DATE: 05/10/2018 GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS LIVE LOADS REFERENCE IS MADE RESIDENTIAL DWELLING HABITABLE AREAS WOOD NAILING SCHEDULE RERE DRAWINGS UPON WHICH FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF GNCB CONSULTING ENGINEERS, P.C. SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) CONNECTION NAILING WORK IS BASED: GROUND SNOW LOAD, P 20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT JOIST TO SILL OR GIRDER,TOE NAIL 3-8d ARCHITECTURAL DRAWINGS 9= STRESSES: BRIDGING TO JOIST,TOE NAIL EACH END 2-8d BY: KINLIN RUTHERFURD ARCHITECTS, PLLC FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 330 WEST 38TH STREET, SUITE 1006NEW YORK, NY 10018 WIND LOADS BENDING, SINGLE USE Fb = 900 TOP PLATE TO STUD, END NAIL 2-16d TENSION PARALLEL TO GRAIN Ft = 575 WIND EXPOSURE CATEGORY: C STUD TO SOLE PLATE,TOE NAIL 4-8d PREPARED FOR: COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 " 711 CASTLE ROAD HOUSE BASIC WIND SPEED= 120 MPH (3 SEC. GUST) SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED STUDS, FACE NAIL 16d AT 24oc COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc FISHERS ISLAND, NY MODULUS OF ELASTICITY E = 1,700,000 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d DATE: AUGUST 10,2018+AMENDMENTS GENERAL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE PER MANUFACTURER'S RECOMMENDATIONS. ALONG EACH EDGE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 3"oc, UNLESS NOTED OTHERWISE CEILING JOISTS TO PLATE,TOE NAIL 3-8d 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d AND EXISTING CONDITIONS. OTHERWISE. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4• ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: RAFTER TO PLATE,TOE NAIL 3-8d 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING BUILT-UP CORNER STUDS 16d AT 24"oc AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP FOR THE BUILDING DURING CONSTRUCTION, INCLUDING,BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb = 2,600 AND BOTTOM AND STAGGERED 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 2-20d AT ENDS AND AT WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv = 285 PLYWOOD: UNLESS OTHERWISE EACH SPLICE COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 NOTED PARALLEL TO GLUE LINE-TENSION STRESS Ft = 1,555 FOUNDATIONS APA-RATED PLYWOOD 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON TIMBERSTRAND STRAND LUMBER(LSL) FLOOR SHEATHING NATURAL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC STUD/COLUMNS 3/4"TONGUE AND GROOVE 8d MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM MODULUS OF ELASTICITY, MIN. E = 1,300,000 psi ROOF SHEATHING 5/8" 8d ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. E = 1.550,000 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. BENDING Fb = 1,700 WALL SHEATHING-PER SHEAR WALL NOTES 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. NOTES: CONDITIONS ENCOUNTERED. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE SCHEDULE BASED UPON COMMON WIRE NAILS. 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 6. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 7. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL OR OTHER FINISH APPROVED BY ENGINEER. FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS 11. WOOD I-JOIST SERIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. COMMON WIRE NAIL DIAMETERS RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL 6d 0.113" BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. 8d 0.131" REINFORCED CONCRETE 10d 0.148" 12d 0.148" 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 16d 0.162" SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 20d 0.192" 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: POST BASE WALLS AND FOUNDATIONS 3,000 PSI FRAMING TO PIER INTERIOR SLAB ON GRADE 3,500 PSI EXTERIOR SLAB ON GRADE 4,500 PSI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FULL SHEET REVISION 1 - (V 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 GRADE 60. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. 12"DIA. CONC PIER SNOW SPEED DESIGN UNDERLAYMENT HAZARDS ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR z WITH 145 VERT+ LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN 2 HOOK DEPTH POSITIONS INDICATED. L 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PER ARCHITECT NOT APPLICABLE 1 REVISION 1 11 OCT 2018 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE o 344 BARS BOTTOM. TO HEAVY INDICATED SHALL BE: M O EACH WAY CONCRETE POURED AGAINST EARTH 3" o RESIDENTIAL CODE OF NEW YORK STATE CONCRETE POURED IN FORMS,BUT m CASTLE ROAD HOUSE EXPOSED TO EARTH OR WEATHER: a. BARS#5 AND SMALLER 1-1/2" � U- Fishers Island,New York b. BARS LARGER THAN#5 2" 6. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. 1 30 (-LMS(Rt-G`f CONCRETE POsr O1 FICE Box 801 FOOTING 1/2"DIA.ANCHOR '� C-31D SAYE3KOOK q 2 FT.SQ. BOLT WITH G V(Do' CONN[C 11CU1 06475 PI IONI:860:488 1224 3"x3"x229" FAX: 860 388 4613 TYPICAL CONC PIER AT PORCH PLATE WASHERS Consulting Engineers, P.C. GNE C131 NGIN1RS.COM U.N.O. i i i OP OE 16 DIA. 16 DIA. \ SQPG\� � r W yO,p WELDED WIRE SAW CUT , FABRIC CONTROL JOINT ASC 4 ' REINFORCEMENT SOON AS41 ' t� ' 3 `c 1 1/2"CLEAR ON CONCRETE WILL tij ��- BRICK OR BLOCK NOT RAVEL(24 HRS • ; = �" w- ' SUPPORTS MAX) 1J S A HOOK ALL HORIZ. REINFORCEMENT AS SHOWN OR KINLIN RUTHERFURD ARCHITECTS, PLLC - `Q• < PROVIDE HOOKED r SPLICE BARS(TYP) 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW'YORK,NEW YORK 10018 FAX:(775)582-1736 co GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER TYPICAL ANCHOR BOLT DETAIL PER ARCHITECT 10 MAY 2018 PERMIT SET -IIII I -III-I I I I -III= HORIZ. _ NOTES: -I -IIII 1. PROVIDE MINIMUM 7"EMBEDMENT. SLAB ON GRADE BEARING SURFACE: REINFORCEMENT 3. MIN.2 BOLTS PER PLATE.2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". DD WITHIN THE BUILDING AREA I-i I II i-IIII I I I I i -I - CONT.THROUGH JOINT REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ _ _ 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD SUBSOIL AND ANY OTHER UNSUITABLE MATERIAL TO EXPOSE NATURALLY DEPOSITED T/3 T/3OCT 2 5 20118 0o INORGANIC SAND/GRAVEL, OR REPLACE �-� - - - -� -� -� �- U OF SILL PLATE. O UNSUITABLE MATERIAL WITH COMPACTED4 X BUMD O DE, STRUCTURAL FILL -,r TOWN OF SOUTHOLD SEE ARCHITECTURAL DRAWINGS T FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT TYPICAL CONCRETE WALL REINFORCING GENERAL NOTES & % M TYPICAL SLAB ON GRADE DETAIL DETAILS FOUNDATION -ANCHOR BOLTS TYPICAL DETAILS u DRIN BY:JJS / RLB CHK BY:CCB / RLB S1 0 J PROJECT: 17186 DATE: 05/10/2018 3 7 9 10 30'-4" EXISTING TO REMAIN EXISTING FOUNDATION 10'-5" I 19'-11" 6'-6 5/8" WITH MODIFICATIONS I I I BOTTOM OF FTG ELEV TO BE DETERMINED BY 1 41/8" ARCHITECT S2.2 4" BOTTOM OF FTG DEPTH S2.1 3 FT MIN. BELOW GRADE I I o N I o i fV d F — — — — — — — — — — — — — — — - .e � I I - zt 1711 10„7" ao OUTLINE OF T-10 1/2" 2'-6" in 7'-10 1/2" COVERED PORCH ABOVE I I _ a " :<d ' I // Pipe3STD—{—►o I co N 1 4 - - - - - - - - - -/yL - -J I I / I S2.3 1 TOP OF SLAB 1 ELEV INDICATES 1-#4 TOP&BOTTOM I A 4-9 1/4" x 4'-0"IN SLAB AT CORNERS,TYP. 1 ° I I 1 REFER TO ARCH DRAWINGS FOR BULKHEAD STAIRS — 3'-0" CONCRETE FOUNDATION SEE SECTIONS _ FURRED OUT WALL °" WALL FOR WALUFTG ABOVE PER ARCHT REINFORCING I • a CD - - - - - - - -i t. - - - - - - - - - - - - - - - - - - - 4'-0" ( I :L I o INFILL EXG CONCFOOTING PROJECTION 2x STAIR WALL 1'-8 3/8" WALL WITH CMU II TO MATCH CRAWL SPACE L J 3 FT. HEIGHT I co CRAWL SPACE MIN TO BOTTOM ") a a L FLOOR EL I OF JOISTS r EXG 1'-0" 1'-0" 8'-61/8" 8'-61/8" 8'-61/8" 8'-61/8" I ° WALL BEAM POCKET LEA Izk PER TYP. x4 x4 1 DETAIL FULL SHEET REVISION 1 POST UPr F F y - - - - - - - - - - - - - - --I ----I - o-�—I- N }—e —}— - — -{—o--{-- - °a- - - - - C 0 0 0 - -I L —� —I L — J L _ -1 I N DEMO EXISTING V.I.F.TO COORDINATE d MASONRY T.O.W. FOR NEW "Z-6- , 2'-6" 1 REVISION 1 11 OCT 2018 INFILL CONC PIPE COL FOUNDATION WALL I I = SLAB10„ ` SO THAT EXG FIN FLOOR 7"10" 7" CONFIRM WITH _ CONC SLAB AND NEW FIN FLOOR SQ. FTG ARCHITECT IF I o 0 MATCH ELEVATION 2'-6"x2'-6"x l'-0" CONTROL JOINTS � REINF W/3-#5 BARS TO BE USED I o THIS AREA SHOWN TOP OF EXG �_ V.I.F. TOP OF NEW F EA.WAY BOTTOM SEE TYP. DETAIL I CASTLE ROAD HOUSE FOR REFERENCE ONLY CONC WALL LOCATE BENEATH CONC WALL I I Fishers Island,New York ELEV. -0'-11 3/8"+/-' 0 17"'l 0"7" iv PANTRY WALL _ ELEV.-1'-2 7/8 a ABOVE — N — — — — — — — — — — — — — — — — — — — 130 F 1M sFF2FF- F D •'� POST ofFICFBOX 802 OI_[_� SAYBR(D"K CONNECTICUT 06475 E - - - - - - _ PI ZONE:860:188 1224 DOWEL 6" INTO I i� FI I N EXG CONC F Cons0in9 Engineers, P.C. GNCliG.lNl I R 0 :388 CO WALL,TYP. I --co CONC FOUNDATION co l i I o I WALL+FTG PROJ ;r OF NEW YO �' - - - - - - - - - - - - - - a= - - - - - - - - I- - - - - I - - G COORDINATE AFOR ��,�� ��lfFt IS ,& OUTLINE OF PORCH FOOTING ANDC) co I I z SCREENED PORCH I 2'-0" HOUSE FOUNDATION PROJECT I C) ABOVE SQ. FTG REFER TO SHEAR WALL LOCATION PLAN NORTH `v I 2'-0"x2'-0"x 1'-0" AND NOTES H - - - - - - - - - - - - - - - - - - - - - - _ H REINFW/2-#5BARS 12"DIA. SONOTUBE `4 EA.WAY BOTTOM FORMED CONC PIER I, BOTTOM OF FTG + 145 BAR AT T-0"MIN. BELOW GRADE EDGE OF o� CENTERLINE+HOOK ( (FROST DEPTH) DECKABOVE INTO FTG KINLIN RUTHERFURD ARCHITECTS, PLLC I K — 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 OI 10 MAY 2018 PERMIT SET I I I 7'-4 1/8" 1 4'-9 3/4" 2'-6 3/8" T-41/8" 22'-0 3/8" 1 26'-0" I I I I I FOUNDATION PLAN 1 2 5 6 8 DRIN BY:JJS / RLB CHK BY: CCB / RLB n FOUNDATION PLAN PROJECT: 17186 Simi DATE: 05/10/2018 EXTERIOR PLYWOOD LEGEND: WOOD SHEAR WALLS WALL SHEATHING PER SHEAR WALL 5" HOLDOWN HARDWARE 5" MIN. FROM END OF SEE SHEAR WALL NOTES NOTES ANCHOR BOLT SHEAR WALL PANEL FOUNDATION WALL 2x WOOD x 0 0 BELOW x STUD WALL PER PLAN 31/2" 3 1/�� MIN.WOOD FRAMING M MEMBER THICKNESS N SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS INDICATES WOOD SHEAR WALL: WITH HOLDOWN HARDWARE AT EACH END OF SOLID WALL (NO OPENINGS) SEE HOLDOWN(H/D)MODEL PER PLAN EXTERIOR PLYWOOD WALL SHEATHING PER SHEAR WALL HOLDOWN HARDWARE WALL OR DOOR HOLDOWN HARDWARE 5" NOTES 5" ANCHOR BOLT OPENING ANCHOR BOLT FOUNDATION WALL 2x WOODBELOW x PER LAN x STUD WALL I—c iMIN.WOOD FRAMING 31/2" c" 31/2;,,--"' 1/2" MEMBER THICKNESS PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS INDICATES WOOD SHEAR WALL: WITH HOLDOWN HARDWARE AT EACH END SEE HOLDOWN(H/D) MODEL PER PLAN SHEAR WALL LEGEND JSHEAR WALL Q HD9B 70 vluvbitf� HD913 — — — — — — — HD9B PERF. SHEAR WALL I I Q FULL SHEET REVISION 1 HD9B I HD96 441 0I . HD9B —OPENING— �HD9B L ! 1 ._ Z d w I I o SHEAR WALL PERF. S.W. - � I O LL �II I w if 1 REVISION 1 11 OCT 2018 HD9BI H 9B HD9B, — — — — — — a — _HD9B — — � J = HD9B HD913 HD96 HD9B — — — — HD9B- — — SHEAR WALL- HD9B CASTLE ROAD HOUSE Fishers Island,New York PLYWOOD SHEATHING 1'-0" ON EACH SIDE OF WALL I71 HD9B J 13 AT THIS LOCATION -1 (_ `l f -1 1:10 I 1 m s i Uz E-r--r POST OFFICF BOAC 802 0 0 LLJ CONNFCTICIJT 06475 P!IONI:860:188 121.1 = FAX: 860 388 4611 SHEAR WALL NOTES PLYWOOD SHEATHING _ HD96 Consulting Engineers, P.C. GNCBI NGINI F RS.COM I ON EACH SIDE OF SHEAR WALL 1. SHEAR WALL LOCATIONS ARE NOTED ON KEY PLAN. HD906 HD913 AT THIS LOCATION 2. SIMPSON HOLDOWNS AT EACH END OF HD96J PERFORATED SHEAR WALL PANEL. HD96 ; a Q _ _ ! — _ — — — — — _ _ _ OF NEW ),, HD9B+7/8"DIA.BOLTS. a n _ a_• �� RTI 'Q,f 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN ANCHORS EMBEDDED INTO FOUNDATION. HD9B 2 4. EMBED 7/8"DIA.ANCHOR 15"MIN. INTO PERF. SHEAR WALL' ti FOUNDATION. HD9B 5. LINO, DOUBLE UP WOOD FRAMING AT SHEAR WALL 85 CHORDS OR USE SOLID WOOD POST AT EACH t�' 0836 SHEAR WALL PANEL END. ATTACH STUDS � )ROFE,z,N-" TOGETHER WITH 1/4"x 3"SDS SCREWS AT 8"oc. INSTALL ANCHORS LTJ A MINIMUM OF 5"FROM ENDS OF FOUNDATION ; WALLS. O 6. PLYWOOD SHEATHING 19/32"(5/8") REFER TO SHEAR WALL SHEAR WALLS ARE SUPERIMPOSED KINLIN RUTHERFURD ARCHITECTS, PLLC NAILED WITH 10d(COMMON WIRE NAIL SIZE) n l"J LEGEND AND ONTO ARCHITECTURAL DRAWING PLAN G AT 3 oc AT PANEL EDGES AND 6"oc AT FIELD NAILING SHEAR WALL NOTES 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 TO INTERMEDIATE STUDS. 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. 10 MAY 2018 PERMIT SET 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING. 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES OF SHEAR WALL,OFFSET VERTICAL PANEL EDGES U TO FALL ON DIFFERENT FRAMING MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S RECOMMENDATIONS. y x SHEAR WALL LOCATION SHEAR WALL NOTES U 02 SHEAR WALL LOCATION PLAN PLAN z /8" = 1'-0" DRN BY:JJS / RLB CHK BY: CCB / RLB J S1m2 PROJECT: 17186 DATE: 05/10/2018 EXISTING 3 30'-4" 9 10 10'-5" i 19'-11" i 6-6 5/8" S2.3 S2.2 PT + S2.1 6x6 PT POST PT I i (3)2x8 i I i I CONCRETE FOUNDATION i T i T i l BELOW i IIII II II II II II II II ,1111 IIIIII II II II II II II - - - - - - - -'- - - - - - - A – – ►III 11 ►I II II II it 11 r – I I - - - - - - - - 1 a IIII 11 II II II � II II II I I I II II it II II II II II II it II II II III I I I I I I I I i t I I I I I I I I I I I I I I I I I I f PSL POST IIII II II it--�f-� a II II I I I I 5 1/4"x5 1/4"PSL III II II II II N II II II 11 I II II II II II II II II II II II II II III I IIII I I II II I I II II I 111 I COL BLw 'B'EAM'' BELOW I I I I III I I I I I I I I I I I I Pi03STV 1(12) 10/4x1117/8 II_VL I I I I 1 IIII II II II II II II II I � ( I I I — — — — — I II li II II II it II II II II II II II III I I ±+ _I I— It- + —11_ 1+ -14 —11_ I+- -f f —11= 1+- —III SII II II II II it II i II II II II II II II II II II II II Il III i I III II II II II, 11 11 1 11 11 II 11 II 11 II 11 11 oil II II II II r BULKHEADSEE ARCH DWGPER III I I I I I I I ° I I I I I I I I I I I I I I I I I I I i l l l o I I I I I I III 1 III II II II Ib II II I II II II II II II II II II ollw 11 11 II 11 I 1-I�--rtt��-tl��—I-I"'"I'�-11---11�-- 1 II II II I I II II II I I II N IIB II II I I III EXG CONC FOUNDATION WALL -' BELOW �II II II II I00 it II 1 II II II II II II it II II SII II II II III I I I I I I I I I I I I I I I I I I I I I I I I I I i t I M I I I I I I I I I 13/4"x 117/8"LVL 5 1/4"x5 1/4"PSL I ,i „ I I /,1, RIM BOARD,TYP. II it ii II II II II II II II II II II II II II II II II 51/4"x51/4"PSL 1/4"x51/4"PSL HDR AT I I DOUBLE I I LINO 51/4"x51/4"PSL OPENING 1 1 I I 11 I I I I I I I I I I I I I I I I 2x6 WOOD STUD WALL PSL POST I I I I I I V.I.F. I 1,/4"x5 1/4"PSL 51/4"x5 1/4 I I FURRED OUT - -------- }-- I I I I I I I I I I I I I I I PSL POST I I I I I I I I I I I I I I I 11 I I III WALL PER _ _ _ - - - - - - B ARCHT. _ _ _ _ 71 — IT -fl 1/4"x51/4"PSL II 11 LSL FULL HEIGHTII II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II 2x6 WOOD STUD WALL II III I 11 I I I I I I I I I I III I I I I I I I I III I TYP. II II II II II II it II II II II II II II I I II II II II II II III I I I 11 I I I I I I I I III I I I I I I I I I I I I I I I I 11 113/4"T&G PLYWOOD( I I I I I I I I III 1 OPEN it II II II II II II III I I I 11 i t i t I I I I I I I I I I I I I I I I I I I I I I M I I I I FLOOR SHEATHINGI I I I I I I I I III i00 / \ II II II II II II II III II 11 II II II II II II II II II II II II IINI II II II II II II II II II III I EXG PIPE (2) 1 3/4"x 71/4" OPENING Fes-a o LVL HEADER AT II II II it �� II N III I II li II II II II II II iI Ii II II it II IIS I II II II II II II II II II III I COL 1 STAIR OPENING II II II II II II it 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 II II II II II II II II �l II II (BELOW II I1I1 IIII IIII IIII IIII IIII IIII IIIIII I �3I I 1I I1 1i 1t 1I QI ipeI PI TD I I I I I I I I I I Pipe3STD Tipe3Pip TD 4x4 1 11 11 11 11 11 11 10 11 11 11 1I 1I I I i t I I I I III I LL SHEET REVISION 1Q- 1II 11 II 11 II II I co I - tI= =rt= - I= - - - — - — - — C( -4 = i_ 11 11 it 11 11 - EXG 6"DEEP STEEL BEAR.1 I _ iij 11 11 11 II 11 11 111 I II II II II II II II 11 II II II II II II II II II II II II it II II II II II i II IF I I FIN FLOOR EL 0'-0"I I I I I I I I (2)1 h 3/4 11 71$LVt!I I I I I I I I I I I i t I I I I I I I I I I I I I I I THIS AREA SHOWN I II II II II II II EX COL. FOR REFERENCE ONLY a I l II II II II II II II III I 1 RELATIVE DATUM1) CARRYING BEAM I I I I I I I I III 5 PSL POST SL 1 REVISION 1 11 OCT 2018 I II II II II II II — II II �� �� I� II II II II II II II it II I 3 1/2" I I I I I I I I I I I I I IiI I I I I I I I i t I I I I I I I I I I I I I I III I TYP.AT w I 11 II o 11 11 11 11 11 I I I I I I I I I I I I I I I I I I I I I I I I I I FAMILY ROOM co I II II SII II II II II II '1�_0. I IExd ICor� I I I I I I I I I I I I I I I I i I I I I I I I I f I I I I I I I I I I I I I I I I I I III I LO II II II i�l II II II 1 110000 11 11 11 11 11 11 II 1 IFo' N� DAFON�tIALI.J I I I I I I I I I I I I I III I 111 11 II II 11 11 II 11 N BELOW II II II II II II II II II II II II II II CASTLE ROAD HOUSE i I II II II II II II I I II II II II II II II III I 1II II II II II li II II II II II II II II II II II II II II II II II II III I Fishers Island,New York CON I I I II II II II II II II III I i BELOW " I I I I I I li I I I I I I I I I I I I I I I I I I I I I I I I I I f l I I I I I I I I I I coNc WALL II 11 II II II II II II I I BELOW II DN II II II II II II I 11 11 11 11 11 11 — I� -1 —11 - 11- - -11 - 11— - - - - - - - - - - - - - _ — •. POST OI VICE 80X 802 1 _ _ _ _ (� _ _ [�,_ Q _p _LL_ 11 -411 _ CSI-D 5AYf3hC�C�K II 5114"x5 f/4"P�L I) ( — — — — — — — — — — — — — — — — D CONNECIICUT 06475 PI IO VE:acro:Ian 1224 II II II II II PSL POST BETWEEN II II II III 1/4"x51/4"PSL CONC W ALL I FAX: 860 389 4613 FXV CONIC I 11 2 DCK TIES 11 II Consulting Engineers, P.C. GNCKI NGINI I RS.COA1 mIF BELOW FOUNDATION PORCH To FULL HEIGHT WALLHOUSE I � _ _ _ _ _ _ _ _ - - _ IIII II II II II II II II II IIS II 11 II II II II II IIII f� _ _ _ _ __ 1 it II II II II II II II III II _1111 II _ II II II I _ oFNRWe G to w it II II II II II II it II Ii II II II II II II G STRUCTURAL WALL AT PLANE OF �j = _ _ _ _ _ _ _ _ _ _ a I 1 I SWINDOW OPENINGS SHOWN 2x10 PT @ 16"oc REFER TO ARCH DWGS FOR -- --S - - - - - - - -II- - 6x6 PT POST II - - - H STAGGERED DOOR OPENINGo II it REQUIREMENTSN ON 12"DIA. RMED 11 1'4 INa — -O -1-CONCPIER(42xa0-PT- - - - _ — — _ 36a5 P ` SEE TYP. DETAIL IL� ,III II II II II II II II II II ' II II II II II II II IIII 25c1 pT 11 // 0 11 11 4 1/2" PT BF�M II I ((,P 12 PT RIM II i II 11 II II II II II III REFER TO SHEAR WALL LOCATION PLAN _ _ AND NOTES KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,'w -'11– �°~�l 11 IIII I I I I I I I I I I I I I I I I IiI I I I I II II I I I I I I ISI I L� _��— �� �I—� � �� 695-2988 NEW YORK,EW YORK 10 18SUITE 1006 FAX:TEL:(775)582--1736 J - -- - - - -t2r2X,ouPT _ _� ___ - - J vT 10 MAY 2018 PERMIT SET 0 v 7'-4 1/8" I 7'-41/8" 7'-41/8" 22'-0 3/8" 26-0" G rl t� Q I I I a FIRST FLOOR FRAMING 1 2 5 6 8 PLAN DRN BY:JJS / RLB CHIC BY: CCB / RLB m3 1/411 n FIRST FLOOR FRAMING PLAN PROJECT: 17186 S1 1/4" = 1'-0" DATE: 05/10/2018 14 7 9 10 3 I I I , S2.3 I I S2.2 S2.1 i i � I l i i 1 (3)2x8 PT x l (3)2x 6 HDR (3)2x 6 HDR CL N i 2x6 WOOD STUD WALL M I I 5 1/4"x5 1/4"PSL PSL POST o � � I 0 2x6 WOOD STUD WALL o I c/) co ( c N � 0 � co I X x N W N � I CEIL JSTS 2x8 @16"oc m 5 1/4"x5 1/4"PSL N 51/4"x5114"PSL51/4"x51/4"PSL v CS 16 COIL STRAPS 5 1/4"x5 1/4"PSL I I CONT.AROUND CORNERS 5 1/4"x51/4"PSL CONT PERIMETER BEAM , SEE SECTION 1 2x6 LSL WOOD STUD WALL I (3) 3/4 17ALVLJ�Owli 4'-0" FULL HEIGHT 2x6 WOOD STUD WALL FURRED OUT WALL - — - — B PER ARCHT 1/4"x51/4"PSL 51/4"x51/4"PSL 2x6 LSL STUD2x6 WOOD STUD WALL 5 1/4"x5 1/4"PSL v POSTS FULL HT FULL HT 51/4"x51/4"PSL POST PSL POST BELOW STAIR 16"oc BELOW g HIP BEAM OPENING O " O LVL HEADER POST DOWN aJo w 51/4"x5 1/4"PSL5 1/4 a 2 1 3/4"x 91/4" TO BASEMENT i ( ) POST BELOW X w �A x4 X aw v a M F— ttg FLUSH FRAME W/ HIGH CEILING IN KITCHEN " z O II (JOIST HANGERS 1� ( ) M U (NO CEILING IN FAMILY ROOM) v v J �- IIIIIIII� rtI - - - - - - - - — - — - — - — - - — - - — - — - — - — - - - — - — - — - — - — - - — - — — - - - - C II II II I II II II I+ 2x6 WOOD STUD WALL FULL SHEET REVISION 1 // II II !I II II II II I� LOW WALL AT 5 1/4"x5 1/4"PSL EDGE OF BALCONY PSL POST BELOW 4x6 POST UP+ DOWN n / II II II o II 0 II II _ II I+ DORMER I (I II II I II II Q I+ OPEN TO BELOW FULL HT COLUMNS AND STUDS PSL POST ABOVE 00 BETWEEN OPENINGS BELOW Ln 1 REVISION 1 11 OCT 2018 I/ II I) II NII Q II II M I+ IN KITCHEN WALLS 51/4'x51/4 PSL u, Ii II II II II II N m I+ II II II II II I CS16 COIL STRAP ACROSS PSL POST PSL POST CONT PERIMETER BEAM II it II II II II II I AT SCREENED PORCH ROOF BEAM POST ABOVE 6x6 (3) 1 3/4x11 7/8 LVL LOW 6x6POST ABOVE CASTLE ROAD HOUSE TO TOP OF KITCHEN PANTRY WALL AT DORMER AT DORMER Fishers Island,New York 11 3/, c91/4 LVLTI LEDGER II II II EAST AND WEST SIDE OF PORCH JL -j it D EXISTING "' 51/4"x5114"PSL _ _ _ _ 130 1-f m s f RFf.t w 6x6 51/4"x51/4"PSL 51/4"x5 1/4"PSL i 51/4"x51/4"PSL F 51/4"x51/4"PSL 2x6 WOOD STUD WALL 5 1/4"x51/4"PSL 51/4"x5 1/4'PSL rOST OFFICE BOX 802 Z5114 x51/4'PSL W �1* "I-D SAYf3RCJC)K o POST BELOW IN PLANE OF WINDOW] POST BELOW POST BELOW CONNECTICuf 06475 PI1O'Jf:860_1138 1224 JFULL HEIGHT LSL I WALL '� FAX: 960 388 4613 2x6 STUD WALL = Consultin Engineers, P.C. GNCI31 NGINI[RS.CO,M THIS AREA SHOWN 9 9 FOR REFERENCE a I REFER TO ARCH DWGS FOR INNER DOORS ONLY — - — - - - — - - - — - - R- - - - - - - - - - - — - - — - — - - - - - G STAGGERED (NO CEILING IN SCREENED PORCH) I SEW Y0Rk ' p IS 8 0� 2x4 WOOD STUD WALL 2x4 WOOD STUD WALL cam' I 2 d INFILL TO LOW SLOPED I INFILL TO LOW SLOPED .Z SCREENED PORCH ROOF i SCREENED PORCH ROOF - - - - - - - - 6x6 - - - - - - - - - - - - - - - - - - ��--� �_ �6 �P i i ��SFO PRO�SS\o PT POST BELOW TYP. KINLIINRUTHERFURDARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 l I (3)2x10 PT HEADER I 10 MAY 2018 PERMIT SET NEW v l i i G' 1 2 5 6 8 SECOND FLOOR & LOW 04 SECOND FLOOR FRAMING & LOW CEILING FRAMING PLAN n CEILING FRAMING 1/411 DRN BY:JJS / RLB CHIC BY:CCB / RLB SlA PROJECT: 17186 DATE: 05/10/2018 3 4 7 9 10 S2.2 I S2.1 II II III I I I I — — — — — — — — — — — — — — — — -- - — - — - — - — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - — III II i III III I rl - - - - - -- - - - - S2.3 II II I II I OVER BUILD ONTO EXISTING ROOF OVER BUILD KITCHEN ROOF ONTO STAIR HALL/ BALCONY ROOF — — — — — — — — — — — — — L — — — — — — — - - - - - - -E 3 -E 3 Lj — — — — — — — — — — — — — - - - - - - - - - - - - - - li it II I II OVER BUILD FAMILY ROOM ROOF ONTO KITCHEN POSI IIS T BELOWIIII ROOF 4x6 III I VERIFY IN FIELDII II II II II II IIDOUBLE UP JOIST EXISTING CONDITIONS II III II II 11 2x12 i WHERE NEW CONSTRUCTION 0 MEETS EXISTING (D w c = .o I I I F FAMILY ROOM ROOF 2x12 r N I zo LU >< ABOVE /c.4 0 FULL SHEET REVISION 1 z 2M / x C, x co i II CN IINII� ==3Iilll II II 0 c) Q Q 4x6 w C/) 1 REVISION 1 11 OCT 2018 POST o BELOW il LII DORMER CASTLE ROAD HOUSE Fishers Island,New York III II II II II III III II� I - ----- ---------5--1/-4'-'x5--1/-4'-'P-S-L----IN-D-I INDICATES---------------- II II II II I i PSL POST BELOW 130 1 1 m s I R U 1-1 II I'I POST OrFICU BOX 802 OI.(7 SAYBIRC3"K — — — — — — — CONNFCTICUT 06471 - - — — — — ILIUM III IONI:860:188 1224 — — — — — — — — — — — � IIIv FAX: 860 388 4613 Consulting Engineers, P.C. CN031 NGINI I RS.CoXi I II III NEw yob TIS co Uj IIII - - - - - - - - - - - - - - - - - - - - - - - - - -- H ) v �I pal �I 411 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 — — — — — — — — — — 10 MAY 2018 PERMIT SET 7E U in HIGH CEILING FRAMING PLAN U 2 6 8 DRIN BY:JJSIRLB CHK BY:CCB/RLB S1m5 PROJECT: 17186 UNDER ROOF FRAMING PLAN DATE: 05/10/2018 3 4 7 9 10 I I I S2.2 S2.1 I I I I I I U I I - i (I= co NII I I I I i 6x6J - — - — - — -'— - — - — - - A II SII II II II II II II II ll 11 lin I II_ _ I II II II IIII II II II it II II II ll II 111 1 I I1 =I II II 11 IIII II II II II II II II II II I PSL POST R'A 4RS 2x8 @16_oc I (RAFTERS 2x8 @1 " c I I I I I I BELOW = = = = = I.Ji � II II II II II II II II II II II 1 I1 � I`I I II III III II II I Ill GUEST BEDROOM II II Il II _ _ = ROOF BELOW II il l ___ _ _ _ _ lit it II IIII II II II II t I I II ' 4 w 1 _ _ = of = = I� I�i � it II II IIII II SII II II II II II II � � II ' S2.3 _� _ _ # ll� it II II IIII II SII II II II II II Iii r II _ _NII-III III II II IIII II XII II II II II IIIL _ EXISTING BUILDING I 1 --I I II ISI III II it IIII N CD II N II it II II II 1 __ I� fflSII II II II II II I1 �� 1 H CONT 2x12 PT SLEEPER FOR OVER BUILD I I ( II II I II I l) IIII II II 11 I II I I II 1 � - 1 - _ _ _ _ _ - - I� I I II I I l I CONT 2x12 PT SLEEPER FOR OVER BUILD +A35 FRAMING CLIPS @ EA RAFTER .• I I I I I I II 1111=I II IIII I I II II II II I I II � l _ — I J +A35 FRAMING CLIPS @ EA RAFTER II I III II II II 11 5117/4"xg "SSL ilk 1` I I —II —111]-- I —II — -+ —II — I- _ i _ _ _ _ _ _ _ �_- -_ — —11 j1_ I -fl- -tI� - • 1 11 II II I U// � II II II II II II II II II II II I1 I1 11 I II II N IIII N � � N � � II 1 II II 11 ,, / I I Il ll II II 11 11 11 II all 11 11 11 III 11 , U II II 11 II 1111 II II II 11 11 11 I 11 11 11 J' m 11 - - I II I1 I1 I�I 111 II 11 II Iloll II II II II 11 11 11,� MATCH EXISTING / I 1I I1 11 ) II �/ IIII I II II II II II II II II II II II I'dv I I II II 111' �Q _ - _ II x ��` I II ROOF RIDGE I1 II II I1 �11� j �/� - - II, �IIrI II II II II I1 II 11 11 IN 11 11 II �+ U ___=1 OVERBUILD ` I I N I1 II I�+t�`��/c = _ _ =I HEIGHT I I / a ;\ / II II x RAFTE 2x�;z @1 oc II II II II II II II II II II II II " it - II II II IF1 1 II II II II IIw II II _�= w � Q //c � � — I I I I I I g w I I IIII II IqI1I1II II II II IIw i 11 CONFIRM II II w OERBUILDI II II II II II II II I II II II 1III II II II Ila�- ONIIIII III IEXISTING TO II - =II_ _ II IiI II�I1II /_=/-- _ ________ = _ DETERMINE IF LL _ _ _ I 11 11 II 11 11 11 II II II II U1Ix QII��REINFORCEMENT I O II II IIII II II II II HHRC HIP RIDGE REQUIRED AT 1 3/4"x 14"D LVIL RIDGE BOARD =BLWSW (_ 14 L R GE M ROOF FRAMING u u u 6x FTERS 2x12 @16"oc — I FULL SHEET REVISION 1 OVERBUILD " A - - - - - - - 7F -TF -IF SOLID BLOCKING l l l l 1 o _ _ _ _ - =II I w z II 11 II II II 1 I� \ \ I I II II II IIII II II II II II II I I II II II (>\\ \� III I m I II 11 1I 11 � te\ \ I \\ � I1100 g� 11 II --J- P) 1 4x1 7/8 l[ L II Do113- F_ Qo \\ I II 11 II 11 I1 / II 11 \\ II II II II roII II IIII II II I1I1 - \ " = - - _ _ _ II 1 REVISION 1 11 OCT 2018`° - - - - ~ NII II n\\= _ - - II II - I� II II II II II II II II II II 11 I1 Q: �\\ II II II IIS / II 11 w �I1 \ �� _ _ _ �) CI II II N NI II II it x�II cX coe WII = n II II II 11 11 11 II co 11 11 II 11 II 11 w- II II 1lI 1l \\ ��II XM l \\ \\y \am =I CASTLE ROAD HOUSE II II 11 I w II Fishers Island,New York11 11 wI,PSLLL ti1/4,JI51/ u II II II I1 I1 I1 I1 (> \� - I II II II I /II I II II II II II 1 11 \ �I�1 II II \\ II 11 1 1 * 11 (2-)11 3-/4 91/4FIILV-L 11 - II 11 II II II II =1 1 311r43xp41�1c 1171/U84LVL LHO1W - 11- ll-___44-=H= \\ -�04MR RI-f � OFFBOX"1J SAYf3RC)C)KI� - 1)II CONN1: 860 T 0 388 1224 II II II II N N N II IN II II II II N II IIII FAX: 860'388 461'3 / (3) 1 3/4x51/2 LVL 11Il HEADERS AT II II II II II III II II II II II II IIII Consulting Engineers, P.C. GNCHI NUNI I RS.COM UPPER WINDOW OPENINGS II II III II II II it II II Ill l / IIIII II II II II II II II III II II II II II II III I EW y �I - - - - - -I- - -o G FN — VIII II II II II II II - II -II II II II SII II II - II - IIII tl II IISCREENED PORCH II ,II II II NII II II II Ili I � .-- , _ \ VIII II II II IIBELow t--}�_I� N II it Ii II IIII ? II II N N II N II II dl II II wll N II N Nil �% rJ II it II -ii—IF -11 II II II II it �II II II II III �— _ _ _ lull it II II II II II II II III II II II II II II VIII IN it II II II II II it Il III II II II II II II VIII IN II II II II II II II II II II II II II II II IIII KINLIN RUTHERFURD ARCHITECTS, PLLC N II II II II II I II ,il II - II II II II N N W 330 WIEST38TH STREET,SUITE 1006 TEL:(212)695-2988 G - - — - - - — - - — - - - - I- - - - - - - - - - - - - -I— - J NEW YORK,NEWYORK 10018 FAX:(775)582-1736 fttttt� I i i I , 10 MAY 2018 PERMIT SET I I I I I ti U in I I I I I c 0o I I I I I 2 G ROOF FRAMING PLAN 1 2 5 6 8 U DRN BY:JJS / RLB =� HIGH ROOF FRAMING PLAN CHK BY:CCB / RLB S106 PROJECT: 17186 DATE: 05/10/2018 G F C 6x6 STUB POST UP TO SUPPORT i END OF FAMILY ROOM RIDGE BEAM I SEE TYPICAL DETAILS ROOF RIDGE BEAM ' H C HIP RIDGE CONNECTOR 3) 1 3/4x14 LVL RIDGE BM FAMILY ROOM DORMER HEADER I (2) 1 3/4x11 7/8 LVL 3/4"T&G PLYWOOD OVER BUILD ONTO ROOF BEYOND ROOF SHEATHING FAMILY ROOM ROYF i I TYP. ON FLAT 2x SLEEP ROOF BEYOND rr I fillER i X12 @ (3) 1 3/4117/8 LVL i (3),1 3/4x71/4 LVL HI DORMER HEADER I , ` OPEN �0 7s,° 2x1 2 R i ==y.0e AST ERS @ 16" 1/1 SEE LVL MULTIPLE I (2)2x6 TOP PLATE °c PLY CONNECTION CONT eE JCI�OND SEE ROOF RAFTER i TYP. DETAIL ' — — — — — — — — — — — — — — — — — — -- — -- — BEYOND, TYP DETAILS — — — — — — — — — — — — — — — — — — - — — — — CEILING JSTS 2x12 @16"oc FLOOR FULL SHEET REVISION 1 i I (3) 13/4117/8 LVL9'-7" CS 18 COIL STRAPS FULL WIDTH HEADER AT CORNERS EXTEND 4 FT IN ( h 3/4111718 LVL LOW I CONT. EACH DIRECTION AROUND PERIMETER BEAM, CONT.I PLANE OFWINDOWS IN CORNER, CONT. STRAP 51/2" 2x6 OUTER WALL i 1 REVISION 1 11 OCT 2018 REFER TO ARCHITECTURAL \3) 13/41117/8 LVL LOW DRAWINGS FOR STAGGERED i PERIMETER BEAM, CONT. i l DOORS SEE SCREENED PORCH I INTERIOR SEE SHEINTERIOR AR WALL DETAILS BEYOND SHEAR WALL LOCATION PLAN, i SHEAR WAL CASTLE ROAD HOUSE PLYWOOD ON LEGEND&NOTES OPEN BOYHOOD O OF 2 STUD WALL WOOD STUD WALL 2x6 WOOD STUD WALL BOTH FACES OF Fishers Island,New York STUD WALL I ' is;o ('I nn slKlt-t CO • SAY13 802 ••,t CONNECT CUT 0((,479 � I � CSI-L7 F2C7 �K CONC FOUNDATION SOLID BLOCK BETWEEN 3/4"T&G PLYWOOD FIN. FIRST FLOOR / rl+ntir.rs�>cr-3stz 1124 WALL BELOW FLOOR JOIST BAYS FLOOR SHEATHING REFERENCE DATUM FAX: NG 3rI R .0 4613 Consulting Engineers, P.C. c;rvc'IstNc;INI I Rs.C<�.�1 TYP. 0:ELEVATION=LOOR FRAMING JOI 8"TJI 230 117/8"TJI 230 @16"oc —13/4117/8 LVLNE 16"o 2 SPAN pF YO l_ RIM BOARD,TYP. =a 8 6" 2) 13/4117/8 LVL 6" 2x6 PT SILL PLATE Bgoz'� +ANCHOR BOLTS PER W i FTGS BEYOND' _ a �;:�„' WALL BEYOND F SIMILAR M a TYP DETAIL PORCHAT EENED', I Pi e3STD 01110”CONC WALL c° z 3sa5 r P a -4'-9114" c., g 10'CONC WALL 'Zs SEE TYP. DETAIL TOP OF CONC REINF WITH F N� OFESS\O INTERIOR COLUMN SLAB ELEV M #4 BARS VERT+STD HOOK 2x4 AT CENTER OF WALL ND FOOTING % "�-- #4 BARS HORIZ TOP, + —x—x —_x—x�x_� —x —x—x—x_. = _ T"—_=— ——�T.�x—.�x—xr�x��—�;x— x =——x—x�x—x—x—x= x— KEYWAY --� - I — BOTTOM&MIDHT OF WALL, TYP. KINLIN RUTHERF URD ARCHITECTS, PLLCo o M I ( INSULATION PER — 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 r I CLR I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ,_ 1 2 7" 6' 2'-6" 6 6 1 0 6 COVER 10„ ARCHITECTURAL DWGS 7 I 'I 10 MAY 2018 PERMIT SET I x c fl Df' Q x N SECTION THROUGH FAMILY ROOM & GUEST ROOM c SECTION M G G� U DRN BY:JJS / RLB CHK BY:CCB / RLB S2ml'J PROJECT: 17186 DATE: 05/10/2018 J H G C 1 3/4"x 14"LVL RIDGE BOARD AT KITCHEN ROOF I I I 1 3/4"T&G PLYWOOD ( FAMILY ROOM ROOF ROOF SHEATHING I OVERBUILDS ONTO KITCHEN ROOF '� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP EXG ROOF 23'-7„ SEE RIDGE BOARD/ROOF TYP. DETAILS ti rNOSTORAGE PERMITTED 3/4"T&G PLYWOOD SHEATHING I � , ------IFT co I I , I- c = HIGH CEILING IN N � KITCHEN SECTION i 3) 1 3/4x51/2 LVL HEADERS (2)2x10 RIDGE BM BETWEEN COLUMNS/STUDS ' AT WINDOW OPENINGS v 0 i E ' i I � 2x12 LEDGER I RAERS 2x12 @16"oc I PT \ I , ' 2x8 i N FULL SHEET REVISION 1 CEILING JOIST AT 16"oc u- 11 BEYOND - - - - — - - - — - - — — - 03SECOND PT u u u u u u u FLOOR � (3)2x10 STRAP RAFTER TO ' 3-1/4"DIA. LEDGERLOK HEADER TO POST FASTERS PER STUD+ 3) 1 3/4x5 1/2 LVL 9' 7" 3 2x8 PT 1 REVISION 1 11 OCT 2018 TYP. i SLOPING SEAT HEADERS BETWEEN ( ) (3)2x8 PT RAFTER HANGER FULL HEIGHT COLUMNS EACH RAFTER 51/4x 5 1/4 PSL POST+ POST CAP 2x6 LSL WOOD STUD WALL CASTLE ROAD HOUSE 2x6 LSL WOOD STUD WALL J FULL HEIGHT TO EAVE Fishers Island,New York i J I i , FULL HEIGHT TO EAVE OPEN In x6 1:30 ": 1-m s I R 17 o CS 20 STRAP FROM PT POST •� POST Of FILE BOX 8o2 6X6 I '� C"ONNFCIICL/1 06475 i 00 SILL PLATE-TO I EVER OTHER STUDUP STUD + POST CAP COLI? SAYRh'OC�K FAX: 1360 3[313 461 3 PT POST+ +POST BASE / P110N1:1360 398 1224 LAP JOISTS AT 8d NAILS TO STUD,TYP. POST BASE I 1 3/4x11 7/8 LVL RIM TOW ELEV V.I.F.TO COORDINATE CONC WALL (x° Consulting Engineers, P.C. cNCE3I Nc:INFFtts.c<�.a1 -1'-2 7/8 T.O.W. FOR NEW SOLID BLOCK N 2x PT SILL PLATE+ WITH RESPECT TO FOUNDATION WALL BETWEEN LEDGER TO RIM+ SOLID I ANCHOR BOLT 0'-0"RELATIVE DATUM SO THAT EXG FIN FLOOR i FLUSH FRAME JOISTS FINISH FLOOR WITH JO HANGERS REFERENCE DATUM pF NEIN BLOCK UNDER SEE TYP. DETAILS MATCH ELAND NEW FEVATION IN FLOOR TYP. 02 FIRST FLOOR ��s U POST DECK TIES PT I , PORCH TO HOUSE I 2x8 @16"oc PT 3)2x8 FRAMING Q ----------------- — - — - - — - — - — - — I 0" r (2)2x12 — — — — — — — 117/$_'TJ 230 @96!!c — 2-SPAN CONT.— — — — — — — — — — 11 7/8"TJI 230 @16"oc )2 , 'U GRADE VARIES •. 083685 SEE ARCH DWGS z '- - : SEE TYPICAL I (2) 1 3/4x11 7/8 LVL 12 DIA CONC PIER r`.y , .. <: PT 2x12 LEDGER CARRYING BEAM - EXG 12"CONC WALL - F OrFss1�NP� DETAILS , , 12 CONCRETE WALL GRADE VARIES BOTTOM OF '%a 12"DIA. ( 10"CONCRETE WALL '' ? ' ' 10"CONCRETE WALL -_� f�;�,;` '``� _ _ SEE ARCH DWGS �1 _ _ KINLIN RUTHERFURD ARCHITECTS PLLC FOOTING PIER i REINF WITH CONIC SLAB+WWF Pipe3STD -4'-9 1/4" 10"CONCRETE WALL 3'-0"MIN. BELOW _ PIER I #4 BARS VERT+STD HOOK .� BEYOND - E I I (— ADJACENT GRADE AT CENTER OF WALL BOTTOM OF G H) -- ---- - NG X' x x _ - _ _ — _ _ 330 WEST 38T H STREET,SUITE 1006 TEL:(212)695-29883�OI TYP. NEWYORK NEWYORK 10018 FAX:(775)582-1736 MIN. BELOW(FROST DEPT #4 BARS HOkIZ , BOTTOM&MIDHT OF WALL ADJACENT GRADE `-` ': I TYP. 10 MAY 2018 PERMIT SET 2-4' I I —MCLEAR 4 245 BARS 2 ft oc V bars 7" 10" 7" BOTTOM-CONT 7 04Oct2018 + TYP. SEE TYP. DETAILS U i i HPB INTERIOR COLUMN+ 2--0" COLUMN CAP&BASE PLATE � I i G 1 N y k SECTION M G U DRN BY:JJS / RLB CHIC BY: CCB / RLB � SECTION THROUGH SCREENED PORCH, S2w2 KITCHEN & ENTRY PROJECT: 17186 1 '- " DATE: 05/10/2018 3/8 = 1 0 J H G E I I , I I I I I I I I I I ( I I I I I I I ( I i I I 1 3/4"x 14"LVL RIDGE BOARD I I I I KITCHEN ROOF RAFTERS 3/4"PLYWOOD T&G OVERBUILD SHEATHING I I I NO STORAGE PERMITTED SDS 1/4"DIA x 3"L 3/4"T&G PLYWOOD SHEATHING JOIST TO RAFTER TMP' I 2x12 @16"oc CEILNG JOISTS I V + MATCH KITCHEN CEILING (2)2x6 WALL I �` HEIGHT TOP PLATES (3) 1 3/4x51/2 LVL HEADER I I I II I I ( I (3) 1 3/4x51/2 LVL , HEADER �.— FURRED OUT WALL PER ARCHITECTURAL DRAWINGS I I I I I FLOOR JOISTS I , 2x10 16"oc 03 SECOND - - - - - - � - - - — - — -I- - — - — - -�-- - — - — - - - - - - - - - - - - - - — - — - — - - 1- - - - - - - - - - FLOOR 7FULL SHEET REVISION 1 I I I IFULL HEIGHT — FULL HEIGHT I , WALL STUDS , I WALL STUDS I I I 1 3/4x91/4 LVL LEDGER TO ATTACH (2) 1 3/4x91/4 LVL FULL HEIGHT FLOOR TO WALL AT STAIR OPENING 51/4"x 51/4" I I I 1 REVISION 1 11 OCT 2018 3-1/4"DIA. LEDGERLOK PSL POSTS FASTERS PER STUD PER PLAN I I I I I I I I I i CASTLE ROAD HOUSE Fishers Island,New York 1 I I I I 3/4"T&G PLYWOOD FLOOR SHEATHING 1 30 F I M S-1 RF'F'I '.'% POST OFFICF BOX 802 DEMO EXISTING FIRST FLOOR 0 '� CON C11CUTooI< I I FINISH FLOOR coNNFcIIcuT 064773 FRAMING ABOVE BASEMENT I QPI ICOM:860:388 1224 DECK JOISTS , RIM JOIST STRAP JOIST TO REPLACE WITH NEW 2x JOISTS REFERENCE DATUM FAX: 860 388 4613 (2)2x10 PT x10 PT 2x8 PLATE,TMP . I 02 FIRST FLOOR Consulting Engineers, P.C. C,NCBF Nc;INi I RS.CO.41 FRAMING ul Lo PSE OF" (2) 1 3/4 x 71/4"LVL I I W6X9 i 2x PT CONT. EXG AT STAIR OPENING DO NOT i �= - SILL PLATE+ (3)2x10 P�' SUPPORT DECK JOISTS I DRILL IN EPDXY (3)2x10 PT ONTO CANTL FLOOR JOISTS I a ' d 1/2"DIA ANCHOR BOLTSs,c� d EXISTING EXISTING SSIMI FOUNDATION WALL FOUNDATION WALL TO REMAIN TO REMAIN SEE TYP DETAILS I I I - - FOR DECK PIERS I 9 KINLIN RUTHERFURD ARCHITECTS, PLLC BOTTOM OF FTG I I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 3 FT MIN. BELOW I I I I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 GRADE,TYP. EXG CONC SLAB d -' I I , 10 MAY 2018 PERMIT SET BASEMENT 1/2I EMENT —V - - - - - - - - - - - - - - - - — — _—" — — — — — — — — — — O � I I 00 G Cr Q t- u 0.i V ,-1 SECTION M G Ca U SECTION AT STAIR HALL & BALCONY DRN BY:JJS / RLB OVERLOOKING KITCHEN CHK BY:CCB / RLB S2m3 PROJECT: 17186 DATE: 05/10/2018 i -- -------- i FULL SHEET REVISION 1 n 3D VIEW SE L �— 1 REVISION 1 11 OCT 2018 CASTLE ROAD HOUSE Fishers Island,New York k`� \ 1:30 F-LM S'l Rl-1 1 POST OFFICE BOX 801 4 G 110 •'••� C31_D SAYF3RC3C)K CONNLIICUI 06475 PIONF`8((1 388 1224 Z FAX: 860 388 4613 Consulting Engineers, P.C. GN('lll NGINFFRS.COAI OF N (1/y S C R /S�9 s _.._.... ... ! �F S KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 10 MAY 2018 PERMIT SET y x, in G fl to Q N (j)-A3 VD 3D VIEW NW c 3D VIEWS M G W U DRN BY:JJS / RLB ti CHK BY: RLB / CCB 'J S2m4 PROJECT: 17186 DATE: 05/10/2018 PROVIDE 1 1/4"x 18 GA 3/4"T&G ROOF SHEATHING,TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE 8-1 1/2"x10d NAILS PER SIDE EACH BEVELED RAFTER BLOCKING AT 5/8"T&G ROOF SHEATHING,TYP. (16 NAILS PER STRAP) EACH RAFTER PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE METAL STRAP WITH 8-11/2"x10d NAILS ROOF RAFTERS PER SIDE EACH BEVELED PER PLAN RAFTERS. SEE PLAN FOR SIZE. RAFTER BLOCKING AT SOLID BLOCK AT SLOPED SEAT PANEL EDGES RAFTER HANGER (16 NAILS PER STRAP) EACH RAFTER o z ATTIC FLOOR JOIST EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. SEE PLAN LRU LAP PLYWOOD SLOPED SEAT RIDGE BEAM - RAFTERS RAFTERS. SEE PLAN FOR SIZE. PANEL 120" SIMPSON H2A SKEWABLE MIN HURRICANE CLIP HANGERS AT RIDGE BOARD. SEE PLAN FOR SIZE. ABV&BEL FLR EACH RAFTER TO RAFTER TO HIP BEAM o z CONT RIM WALL STUD BOARD RIDGE STRAP. INSTALL RIDGE BOARD - RAFTERS PER MANUFACTURER'S SOLID BLOCK RAFTER TO WALL CONNECTION RECOMMENDATIONS AT PANEL EDGES TYP. DETAIL RIDGE BEAM ON kl- POST HIP BEAMS AND VALLEY BEAM SR STRUCTURAL RIDGE BEAMIHIiAHOST WALL SHEATHING LAP RAFTER TO WALL CONNECTION ROOF RIDGE BOARD DETAIL ANCHOR POST TO BEAM —\ WITH SIMPSON POST AT FIRST FLOOR FRAMING LTS12 STRAP EACH SIDE POST ON SUPPORT ROOF RIDGE BEAM DETAILS FLOOR JOIST FLOOR JOIST PER PLAN PER PLAN FULL SHEET REVISION 1 SIMPSON JOIST HANGER WASHERS REQUIRED. x EA EACH JOIST BOLT HOLES 9/16"DIA. MAX. EACH SIDE OF BEAM MIN. END DISTANCE 6". SUPPORTING 1 REVISION 1 11 OCT 2018 BEAM PER PLAN to CASTLE ROAD HOUSE J— O FLUSH FRAME BEAM/JOIST Fisherslsland,NewYork 0 m MULTIPLE PLY C-41 o _ �_ _ — _ LVL BEAM Q— — — LVUS f OST Of FIL LE BOX 8101 CAD 5AYf3R4DC-)K 2'-0" Ulu uo CONNFC11CU1 06475 SIMPSON FIX860 388 14 FAX:: 8 B60 3884613 STEEL COLUMN CAP Consulting Engineers, P.C. GNCBf NGINI FRS.COA1 F , 1 1/2" 5" 1 1/2" MULTI MEMBER LVL CONNECTION N �E OF NEW OUTLINE OF LS R 3 �O o o FOOTING BELOW z I O O I FULL DEPTH 4" I STD PIPE COLUMN PRE-FORMED \ 685 BASE PLATE STD PIPE COLUMN(PER PLAN) ( i ISOLATION JOINT FfSSION WELD TO BASE PLATE I I WELD BASE OF COLUMN - " TO BASE PLATE TOC EL (4) 1/2"DIA.ANCHOR BOLTS L SEE PLAN x x x x— x x x x 1/2" 1/2"GAP AROUND BASE PLATE - a �. ,. }a KINLIN RUTHERFURD ARCHITECTS PLLC CONC _ A BEAM x 5/8 x8 x0-8' IL 1J ' cel FOUNDATION TOP OF INTERIOR 1 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 WALL FOOTING NON-SHRINK BASE PLATE NEW YORK,NEW YORK 10018 FAX:(775)582-1736 SEE TYP. DETAIL GROUT PLAN --'il :i -- r — cv - '' "' L " 10 MAY 2018 PERMIT SET x BOF EL 3/4" SEE PLAN NON-SHRINK v GROUT BEAM PER PLAN 345 BARS EACH WAY U BOTTOM r G rl D1 Q ti BEAM POCKET DETAIL AT CONCRETE WALL STEEL PIPE COLUMN TYPICAL INTERIOR COLUMN TYPICAL DETAILS c M G GQ U DRN BY:JJS / RLB CHK BY: RLB / CCB S3m1 PROJECT: 17186 DATE: 05/10/2018 ��P�E��R2g6 x SHEET DESCRIPTION 901 m 6- A001 TITLE SHEET A002 GENERAL NOTES C0l- 1L,�'R A020 SITE PLAN A021 STORM WATER MANAGEMENT CONTROL PLAN TC Oct z A030 BASEMENT DEMOLITION PLAN voC �4 �o � - A031 FIRST FLOOR DEMOLITION PLAN �� r) �. p� A032 SECOND FLOOR DEMOLITION PLAN ir;u E1033 ROOF DEMOLITION PL t , r^..I:. A100 BASEMENT CONSTRUCTION PLAN A101 FIRST FLOOR CONSTRUCTION PLAN A102 SECOND FLOOR CONSTRUCTION PLAN A103 ROOF PLAN C(:)MPLY WITH ALL CODES OF °tae eT NEW YORK STATE &TC)�3'IV CODES A201 SOUTH EXTERIOR ELEVATION ust4 aids aS�°de AS REQUIRED fr--- ..� A202 EAST EXTERIOR ELEVATIONI MIA� � eta A203 NORTH EXTERIOR ELEVATIONS • LJ «J A210 PROPOSED SECTION A211 PROPOSED SECTION v A212 PROPOSED SECTION o O �1°�1e�ce�• A213 PROPOSED SECTION the A214 PROPOSED SECTION dOR A401 WALL SECTIONS A431 CONSTRUCTION DETAILS GIL A432 CONSTRUCTION DETAILS A433 CONSTRUCTION DETAILS � �,r� l3C V r /"►i�C 1 A501 WINDOW AND EXTERIOR DOOR SCHEDULE A502 WINDOW AND EXTERIOR DOOR SCHEDULE C T.-r7FiCATION '. -<A0 CONTENT BEFORE E100 BASEMENT ELECTRICAL PLAN -JCATE OF OCCUPANCY E101 FIRST FLOOR ELECTRICAL PLAN E-102 SECOND FLOOR ELECTRICAL PLAN ;.� ��DER USED IN WATER ` ' 'L1°SYSTEM CANNOT r,,`EED 2/10 OF 1%LEAD. 1101 PLUMBING RISER DIAGRAM 131.0 GENERAL NOTES& TYPICAL DETAILS PLUMBING ALL PLUMBING WASTE FOUNDATION PLAN ;�1.2 SHEAR WALL LOCATION PLAN &WATER LINES NEED TESTING BEFORE COVERING 1.3 FIRST FLOOR FLOOR FRAMING PLAN 51.4 BALCONY FLOOR FRAMING PLAN 131 .5 UNDER ROOF FRAMING PLAN S1 .6 HIGH ROOF & CEILING FRAMING PLAN ISSUED FOR PERMIT 05.11.18 52.1 SECTION S2.2 SECTION 52.3 SECTION S2.4 3D VIEW CASTLE ROAD HOUSE S3.1 TYPICAL DETAILS 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 BRED A C D. k n OF NES y KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 L E R 0 A D 0 Uz'r Etmm x 'TAX MAP NO . 1000 , SECTION 005 , BLOCK 8, LOT 6 . N '711 CASTLE ROAD TITLE SHEET N E-1 W FISHERS ISLAND, NEW YORK 06390 W (D x A-001,00 o PROJECT: 284 GENERAL NOTES CODE ANALYSIS 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPANCY: R3 (SINGLE FAMILY) 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING RIDGE: EXISTING TO REMAIN FOLEY ADDITION - FISHERS ISLAND CODE OF NEW YORK STATE. TYPE OF CONSTRUCTION: TYPE 5 U TABLE R301.2(1) w 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING DESIGN CRITERIA: PRESCRIPTIVE CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA x CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 eld 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, AND Ground Seismic SUBJECT in DAMAGE FROM Winter Underlay WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD Snow Wind Speed Design Frost Line Design Underlay Flood SUBCONTRACTORS. FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) Load (MPH) Category Weathering Depth Termite DTemp Required? Hazard 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. Moderate Sligghtht to � COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 45 120 B Severe 36" to Heavy Moderate 11 B Yes N/A ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. 6. REQUIF'ED INSPECTIONS AND SIGN OFFS. AT THE: COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND LATERAL FRAMING AND SHEAR CONNECTIONS: z 7. SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE TABLE 402.1 .1 W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CONSTRUCTION NOTES UPLIFT CONNECTIONS: CRAWL 0 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.38 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW OR 3.3 IN THE W.F.C.M. ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. R-VALUE R-VALUE R-VALUE DEPTH R-VALUE AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, 2. BEFORI_ COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. 4 13 10 0.35' 0.60' 38 13 5/10 19 10, 2ft 10/13 BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE / / GOVERNING AGENCIES. RAFTER/TOP PLATE CONNECTORS: 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTIONS WITHIN 6 Ff. OF ALL SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH CONNECTOR SPECIFICATION: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF RIDGE STRAPS: EXISTING CONDITIONS. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE IN TABLE 3.4 OF THE W.F.C.M. RIDGE SIMPSON LSTA 24 ® 16 O.C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY OVERTURNING RESISTANCE: DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. HIP RAFTER SIMPSON LSTA 24 ® 16 O.C. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED FASTENERS TO EACH POST. RAFTER TO STUD/TOP PLATES HTS 28 ® 16 O.C. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. MIN. U.O.N. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. RAFTER TO HEADER HTS 28 ® 16 O.C. 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL BE MEASURED FROM TOP OF FDN. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE WITH COUPLER NUT AND THREADED ROD AS REQUIRED. INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY HEADER TO JACK STUD LSAT 18 - 2.5 FT TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE ROOF SHEATHING: IN ACCORDANCE WITH THE SPEC. HEREIN. IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT LSAT 30 - 3 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY 6 SPACING AT PANEL EDGES AND 12 SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MSTI 48 - 10 FT CONTRACTOR'S OPERATIONS. MILE PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED WALL SHEATHING: MSTI 72 16 FT - REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2y4" LONG MIN. 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" INSPECTIONS AND SIGN OFFS. O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. STUD TO SILL SIMPSON LSTA 36 @ 16 O.C. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. INFORMATION OCCURS ON THE DRAWINGS. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF FLOOR JOIST BRIDGING: NAILING SCHEDULE: (FROM WFCM) THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND FLOOR DIAPHRAGM BRACING: EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. AND/OR RECOMMENDATIONS. 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, WOOD STUDS: RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. INTERIOR WALLS, OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST ISSUED FOR PERMIT 05.11.18 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND TOP PLATES: CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP DISPOSE OF ANY RESULTING TRASH. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE CASTLE ROAD HOUSE AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND 711 CASTLE ROAD RIM JOIST TO RAFTER END-NAILED 3-16d EACH END FISHERS ISLAND,NEW YORK 06390 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD ( ) GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT COORDINATE WITH OWNER. 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD ���E� ARcy� OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 5-16d PER 2 X 6 STUD ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND 6-16d PER 2 X 8 STUD INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR '" � 3-16d (1,2) PER FOOT 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE BLOCKING (FACE-NAILED) ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST OF '9TH 29 yO x WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END I�E`N RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST KINLIN RUTHERFURD ARCHITECTS, PLLC LEGEND RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 - - PROPERTY LINE (D DETAIL REFERENCE RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT -- - CENTER LINE NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING - - - - HIDDEN, FUTURE, OR 01 SECTION REFERENCE A211 1021 EXTERIOR DOOR TAG ELEVATION TAG 102> WINDOW TAG 01 A-201 n EXTERIOR ELEVATION EXISTING CONSTRUCTION INTERIOR DOOR TAG 01 w N GENERAL NOTES V' 04SHEET o2 INTERIOR ELEVATIONS PARTITION TYPE w 03 w Q z 1 REVISION CLOUD WALL SHINGLE A-002 .00 o PROJECT: 284 i 7-12 7-4 / 7-6 3-1 7-11 7-5 7-7 1 � 5 �. 0FN6�198 `\ 7-10 7-8A l PNf Q,P CHERRY sEs°E O EPSP ANO 1 e-1 a-2 1 I' �w \ 7-8B N61pg.3�' \� R=75.31, 7-9 � N A=86,68' `\ 8L4 B—a ��� MONUMENT 8 \ s—B 8-4A (FND.) z \ 11� 12" < <�� TRE \\ �1 o CHERRY , �` \ 8-7 8-6 �w 1 ' � TREE 8 0 \ 9-1 X. ;'� TREE \ 1 t 1 R=490.60' �'A �Q \ \ LTA R=299.92' 1 0 i A=50.02' B—u \\ A=148.75' \m 8_L2 \ � / 0 �\ e-15 j 0566 6 / �° \\ 8-13 a 8 � _ BUSHES BUSH \ �t` 5 R=490.60' / 120 „ A=87.43' tC` 10” LOCATION MAP SCALE 1 "=400' TREE TREE 10" MONUMENT �\ BLOCK 8 PORTION OF PROPERTY BUSHES TREE (FND.) S467.09 TO HAVE CONSERVATION 6a°�51°,� r34o W 737.45 LOT 4 & 4A EASEMENT GRANTED TO ,� , � R=249.80 p, A=109.10' 1� ° " °15 S21 44 50 E 1 2 THE TOWN OF SOUTHOLD „ 0$ E 10 S 18.00 TREE N72°54'40"E AREA = 3. 62± ACRES j TREE- c"; 6$°151p S��°03' o 10-- 12.00' S21044'50"E �'S� r�g•0sF 22j96, s RIGHTS TO TRIM 70 000. RETAINED IN S 30.00' THIS AREA 24'/ 1 g" R=60.32' 8 9 �F TREE �`cG , . BUSHES g A=25.64 MONUMENT BLOCK 8 �� TREE 12' LOT 8 ROCK TREE 46 91' _\ AREA= 2. 09 ACRES± (TYP.) S530.88 W 749.28 '1 \ R= MONUMENT BUSHES TREE 0 (�'"EE A C 30 ti ��� TREE L o 0 o z 0��s 00"5 8 — 0s S S625.42 W 781.91 .4 ISSUED FOR PERMIT 05.11.18 L E W STONAL/ \ �N CID � EXISTIN2 STORY (P G ` CASTLE ROAD HOUSE tv BLOCK 8 rP o RESIDENCE 711 CASTLE ROAD h� CbLOT h / e -� ° FISHERS ISLAND,NEW YORK 06390 BLOCK 8 � `�� AREA= 1 . 53 ACRES± 24" ��� '�` ° _° o: TREE LOT 9 ( L—Lj 0' e EXISTING 90 S 669.71 ° PORCV r 2 A W 823.60 �' LI FINISH FLOOR ° ELEVATION t36'-0" ° ° `\,\ w � BLOCK 8 D AR � cy o col, L O T 6—A S677.43 AREA= 1 . 16 ACRES± O-, W 799.82 18 ,, etc / SFT TRE /( � EDGE OF s " �k IROR -AL ANTAINED PIPE SOS � � AREA9 '9T y0 FOF NO 8" N \_RIGHTS TO TRIM MAPL °Q, RETAINED IN I& / ,°' THIS AREA ,,L ,,L /(,�� ) O-V � BLOCK 8 N �o• EDGE OF MARSH 6�°7rbo 3994 v — LOT 6 ,� KINLIN RUTHERFURD ARCHITECTS, PLLC A EA— 1 .56 ACRES_ IRON PIPE 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 03`3' X63011 o, — IL 19, IRON PIPE �O 11L AIL �� N 83°04'00" W \vo 362.93' N I �IRON PIPE w SITE PLAN C7 BLOCK 8 W LOT 10 W x z 01 SITE PLAN 32 16 o 32 C7 1/32' = 1'-0" GRAPHIC SCALE IN FEET A- -0-20,00 PROJECT: 284 U W W a V) 17- u DEMOLITION LEGEND H EXISTING WALLS d TO REMAIN C EXISTING WALLS TO BE DEMOLISHED W x F� z z 0 N Q l f \ NO WORK TO BE DONE EXISTING WALL TO BE REMOVED REMOVE ENTIRE EXISTING FOUNDATION WITHIN HATCHED AREA TO ACCOMMODATE NEW ADDITION f; l II \ I �- ISSUED FOR PERMIT 05.11.18 Il - - - - - - - - - - -1 L - - - - - -I- - - - - - - - - - - - - - � EXISTING MASONRY TO BE REMOVED I CASTLE ROAD HOUSE 711 11 LE ROAD ISHERSTISLAND, EW YORK 06390 � - - - - - - - - - � I I I GDAgCyi I NES yoe II I II II II II I KINLIN RUTHERFURD ARCHITECTS, PLLC I I � 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 II I M X N N � BASEMENT W N .. W DEMOLITION PLAN 01 BASEMENT PLAN W I 5/32.4-0• d 0 A-030. 00 PROJECT: 284 U W W a H w DEMOLITION LEGEND H U EXISTING WALLS TO C REMAIN EXISTING WALLS TO BE DEMOLISHED W x z a z 0 N 0 / NO WORK TO BE DONE \ WITHIN HATCHED AREA f +F REMOVED EXISTING DEMO INTERIOR WALLS, REMOVE WALLS, WINDOWS AND DOORS SIDING AND TRIM FIXTURES AND FINISHES AS SHOWN ✓� AS NEEDED TO ACCOMMODATE NEW ADDITION ( ILII r - - - - -❑- - - - - - - - - — o \ I II i STUDY I. -7FT-� _I --'L 1.1_ ( , RE II � ITCHEN II L IIFOYER — LIVING ROOM ExlsnN � � I I � 9 GARAGE o BEDROOM - _Ilo II ll/ >= I / / PANTRY 2] II III / ISSUED FOR PERMIT 05A1.18 DINING ROOM 1 , — ® 1l I I I \ CASTLE ROAD HOUSE 711 CASTLE ROAD 11 \ DECK^ FISHERS ISLAND,NEW YORK 06390 (� — ® III II ® ® II I- - - - - - - - �IEDARcy — — — — — — — REMOVED EXISTING PARTIAL DEMOLITION\ SIDING AND TRIM OF WALLSASNEEDED TO ACCOMMODATE ANDDVE 0 RSDOWS \ NEW ADDITION AS INDICATED OFN . I II KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 I II cn w FIRST FLOOR N E- DEMOLITION PLAN W W 01 FIRST FLOOR PLAN 5/32`--l'-0" W d A-031.00 PROJECT: 284 U a W P, H U H DEMOLITION LEGEND x EXISTING WALLS Q TO REMAIN C EXISTING WALLS TO BE DEMOLISHED W x H z a z 0 N 0 NO WORK TO BE DONE WITHIN HATCHED AREA ROOF BELOW PARTIAL WALLS TO REMAIN TO SUPPORT EXISTING ROOF BEDRO 2 BATH 2 CL -71 \ \ BEDROOM 5' — \. / ® BATHROOM 5 LLLL LAUNDRY II CLOSET III I LL I I� . LL nN � - - HALL \�I i I I LL_ L� BATH 1 BEDROOM 10 I rON J --_ , BEDROOM 11 _ ,I` WALK—IN /3 CLOSET l/ BEDROOM 3 `� / CHIMNEY \ xl N isnN BATH 3TING / I BEDROOM 8 ( I I I I ' I I 11 BEDROOM 7 ROOM I I I I I I I I I I I I BEDROOM 1 CL L� r ROOF BELOW \ ISSUED FOR PERMIT 05.11.18 11�-�dJ , BEDROOM d.= I � CASTLE ROAD HOUSE 711 CASTLE ROAD ( I I FISHERS ISLAND NEW YORK 06390 FLAT ROOF BELOW f Q 2 4 . F � I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 I I I m N SECOND FLOOR W W DEMOLITION PLAN w Q 01 SECOND FLOOR PLAN I �-0' z A-032 .00 PROJECT: 284 U a C. H w DEMOLITION LEGEND x U ® EXISTING WALLS TO REMAIN C EXISTING WALLS TO BE DEMOLISHED W x x x z z 0 N NO WORK TO BE DONE TO EXISTING ROOF 11 /1 7� EXISITNG ROOF TO REMAIN REMOVE EXISTING ROOF AS SHOWN Il AND BE PARTIALLY MODIFIED AS SHOWN r I r7 r , r -J I I I I I I I I I r , r r L -1 I-II I-I-I �IJ I ISSUED FOR PERMIT 05.11.18 CASTLE ROAD HOUSE \ \ \ I 711 CASTLE ROAD r FISHERS ISLAND,NEW YORK 06390 ` - ED A&C �\ �\ �' - - - - - - - - - - - - I OFNENT4 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I I rn M N N N ROOF DEMOLITION W N V) PLAN W x 01 ROOF PLAN V I 5/32.=I.-0* W Q A-033.00 PROJECT: 284 u TABLE R402.1.2 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CONSTRUCTION LEGEND F 0 NEW CONSTRUCTION U CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL EXISTING WALLS 5 01 A203 ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, SPACE TO REMAIN vmt7p R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE sD SMOKE DETECTOR CO CARBON MONOXIDE 4 0.351 0.55° 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 DETECTOR 01 ® EXHAUST FAN W A213 HB HOSE BIB 01 NEW 10"x10" CONCRETE 214 PIER /8„ 0 N 01 01 17'-9y2" I A211 A21 0 _ I I � I NEW BULKHEAD STAIR I = NEW STAIR10 ^ NEW ADDITION FOUNDATION. REFER TO STRUCTURAL DWGS FOR DETAILS _ 020 no I 1' 0 ' I 6'-6y2" i 4'-0" I � N CRAWL \ I ---- SPACE 2-4 N 11 U P ELEV. 7-8 Q \ 1 00 01 210 11 Lo A210 0 \ 11 11 ISSUED FOR PERMIT 05.11.18 it 11 BASEMENT /f EXISTING CASTLE ROAD HOUSE 1/ 11 I711 CASTLE ROAD 24'-97/8" FISHERS ISLAND,NEWYORK 06390 11 I I I _ I I �l I ARC 11 I o o 0 o NEW 10 x10' CONCR TE TF I Lo PIERS (TYP.) OF. � I _ = I KINLIN RUTHERFURD ARCHITECTS, PLLC CV CV 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)5824736 I 0" 6'-6y8" 10" 6'-6y8" ,0" 6'-6y6" ,0" I I I LINE OF SCREENED PORCH ABOVE d; O1 01 01 01 >C A211 A212 A213 O1 A201 214 tV N w BASEMENT N W CONSTRUCTION PLAN w 01 BASEMENT PLAN a A-100.00 0 PROJECT: 284 TABLE 402.1 .1 CONSTRUCTION LEGEND a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW CONSTRUCTION H u CRAWL EXISTING WALLS 01 A203 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE TO REMAIN x . ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL (so SMOKE DETECTOR R-VALUE R-VALUE R-VALUE DEPTH R-VALUEC0 CARBON MONOXIDE DETECTOR 01 01 01 4 0.35' 0.60' 38 13 5/10 19 10/13 10, 2ft 10/13 ® EXHAUST FAN A21 1 21 213 HB HOSE BIB x 30'-4" /n-1 lo z 214 7NEW TOILET z g'_ 2'-11y2" 9'-8" 114„ NEW PAINT-GRADE VANITY WITH LAVATORY o I 00 1 2'- 4'�7 NEW TUB N o NEW BULKHEAD NEW REFRIGERATOR ' 4 0 1 I RELOCATED DISHWASHER I I CL ' RELOCATED SINK `00 I COVEREa PORCH `r BAT�I � NEW MICROWAVE I a o 108 13 0 opf 00I NO WORK TO BE DONE NEW WINE FRIDGE I 5'-0 3'0 ' ' o) NEW PAINT-GRADE VANITY WITHIN HATCHED AREA I y2 1 y2 -3 4 WITH LAVATORY NEW CABINETRY BUILT IN MILLWO K 9 RELOCATED RANGE CLOSETS 106 5' 0" NEW TOILET (Q r NEW STAIR I 04 2 "I EXISTING ELECTRICAL SERVICE coCL 9'-1 34„ ® _Y4 GUEST r 105 r _ METER TO REMAIN. I 5 —0" BUILD WALL AT EXISTING WINDO DOOR OPENING. O C° POWDER BEDROOM I REUSE EXISTING DOOR 108 rnNTRY 107 ROOM 107 NEW OUTDOOR SHOWER 111 ❑ CONTROLS Fl 5'-0" 3 2, >, ,_1034., 1 oO sD CL _ '-6 OUTDOOR 2 CL M SHO ER 1 4I-p„ fl STUDY 4 i 30^ 4' 10" E EXISTING I I FR REF PANTRY 105 I SH I W I CUSTOM WINDOW UNITS NOT IMPACT RATED. PAN RY I I I STORM PROTECTION STRUCTURAL w I I SHUTTERS TO BE STORED IN 2 - - - I D co BASEMENT � I - - -lo y2 I - =N ' — � 8'-7 I I 10 NEW FIREPLACE !� 48^ r7 RANGE -I --- / 1 3 1 „ a o I----I -) \ FAMILY cel 102 I 4,-8„ MW/ Do =N ROOM o CON�G 00 I� 01 a ( _ 2 U P I 1 A ✓ T O 210 0 TR SH I N LRECYCLE N 2, g1�„ N r. 2 ISSUED FOR PERMIT 05.11.18 o HALL KITCHEN 10' 101 � sD �j 104 10 �; CASTLE ROAD HOUSE 21 -7 i 711 CASTLE ROAD 24'-4" FISHERS ISLAND,NEW YORK 06390 4,- p 5'-43/„ 5'-2y„ 5'-43/ , 00 DINING ROOM y2 4 2 I 4 Exlsrwc -7 5'-7 5'-7" 5'-7" i 101 0 l O 5'-102„ 11, 6„ 5'- 2 _ 101 102 103 1 103 104 e. i i / 3,-43/4„ 3'- -5 .000 _ _ _ QED AR 7„ 5' �„ 6, 7„ y„ c 21'-4y2„ 1 25'-8" tum ��' ���`. SCREENED CUSTOM WINDOW UNITS J N N PORCH N NOT IMPACT RATED. S i I STORM PROTECTION STRUCTURAL 29�� yQ `o 105 `�' r? SHUTTERS TO BE STORED IN SOF BASEMENT NEW DECK WOOD _ 1 I i D KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 I 6'-8y4" g 6'-8y4" g 6'-8y4" 22'-8y2„ I I �' 01 A201 -,r 01 01 01 01 N A211 21 213 214 FIRST FLOOR W CONSTRICTION PLAN 01 FIRST FLOOR PLAN z 0 A-10 1.0 0 PROJECT: 284 TABLE 402.1 .1 CONSTRUCTION LEGEND a a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW CONSTRUCTION H CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL EXISTING WALLS 01 A2O3 SPACE TO REMAIN v ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL sD SMOKE DETECTOR R-VALUE R-VALUE R-VALUE DEPTH R-VALUE �a CARBON MONOXIDE DETECTOR 4 0.35° 0.601 38 13 5/10 19 10/1310, 2ft 10/13 ® EXHAUST FAN HB HOSE BIB H 01 01 z 2;13 214 a z 0 01 01 A211 A21 I NO WORK TO BE DONE WITHIN HATCHED AREA I l II I I I NEW WINDOWS i WITHIN EXISTING WALLS I I ^- NEW STAIR I i I 55'-5y4" CL -113 „ k.. 128' �4 I 26,-V2„ �// lo -63� 9 -4y4 16'-2" - - — — 1 1p 5'-� ��--- 8�0� 1 32 2 6 i 3, 3�,. 3, 33�„ BEDROOM 5 ' - 4 22'-1�4„ 250-1' 2" ' EXISTING I I O . BATHROOM 5 EXISTING In 00 I I -- -- 1 ---- J I 1.-31„ 10„ 2 GI STAIR to ---- OPEN TO I OPEN TO AT77C DAN FAMILYROOM -' - allo cLo 1 ® --- 1 KITCHEN BELOW BLOW N 0 1 .N / 210 s --- - �- -I - - — � � � ] ��- - - — — — — — — — - - I - - r\ 201 1 in N A 0 p M3 � BALCONY / / \ \ 201 — — — — — -� — — / \ ISSUED FOR PERMIT 05.11.18 rn I I I II / I \ 10'173/4" 10' CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND, EW YORK 06390 13ATH 4,, — — — — — ( — / x_1'0 5,_4„ 5,-4„ I I 5,-4„ CN 10 0 O BEDROOM 4 — — - � — ``- ' I -�- I --- Exl 5'-103 9 _ Y 1 ,20 0„ 13'-6y4„ sr1Nc 20 i i 2 4 12' 10„ 4 2 1 2 2 5 - � cr i i K i CL 3 _ � E F G I 26 4 ti 4 , W 2 1 NEW I WINDOW WITHIN NEW ROOF I NEW WINDOWS TYP. �FOF NES EXISTING WALLS ENGLERT ARCHITECTURAL/ RESIDENTIAL MTL ROOF SYSTEM - Q2" SNAP LOCK PANELS TO MATCH EXISTING KINLIN RUTHERFURD ARCHITECTS PLL 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i I I I I x ., N 01 A201 N 01 01 01 01 w A211 A21 213 214 SECOND FLOOR nl f~ x CONSTRUCTION PLAN cona 01 SECOND FLOOR PLAN z c� ° A-102 .00 PROJECT: 284 U U EXISTING TO REMAIN I PROPOSED A211 A212 ZI A214 01 01 Ol 01 INSTALL NEW WINDO ISSUED FOR PERMIT 05A1.18 NEW FRAMED DORMER TO EXISTING ROOF TO R MAIN TIED INTO EXISTING ROOF ------------ - ----- --W/CEDAR SHINGLE ------- ___-_ ----- -------------------------- ... T.0 EXISTING ROOF - - --- ---- STANDING—SEAM AIN 7T -- METAL SYSTEM -4' ELEV +26' C14 ...... . ... ......................... AZEK TRIM T.0 NEW ROOF ................. ELEV +23'-7" CASTLE ROAD HOUSE NEW FRAMED ROOF & 'TALL NEW WINDOWS DORMER loo 711 CASTLE ROAD j'i L3, ........... IN LE FISHERS ISLAND,NEW YORK 06390 2� W/CEDAR SHINGLE Z_ ... .. . ..... . ......... J. ---------- - ----------- I.0 NEW ROOF T .... ......... 7 ......... ............... ........... J ........... NEW MASONRY CHIMNEY .......... NE GUTTERS AZEK TRIM In b ❑❑ _ 03 EXISTING ...........I -_ � ; ; : L L111 D AR 0 'co ---_-----. ..... 02 j ............. .......... T.0 FL. SLAB r: -71 +9'-7' .................. .......... ------------- ------------- ----------------- -------------------- N SHUTTERS FOR r LARGE WINDOWS AND DOORS TO BE STORED IN BASEMENT 00 INSTALL NEW COLUMNS .......... ------------- ---------- ---- TO MATCH EXISTING J .............. NEW FINISH FLOOR ELEV.V. TO MATCH EXISTING ILLIl lit---------------i I E —1 KITCHEN FLOOR ELEV +0'-0" W IF I F N/+16--n" NEW STONE DECK Wtl NEW WOOD DECK! NEW EXTERIOR 'WALlINSTALL NEW REMOVABLE KINLIN RILITHERFURD ARCHITECTS, PLLC SIDING TO MATCH SCREENED TRANSOM, SCREENED EXISTING CEDAR SHAKE N�" SLIDING GLASS PANELS AND DOORS DOORS 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 01 SOUTH ELEVATION 5/32`=1'-0• SOUTH EXTERIOR CIO ELEVATION INDO t3� F77 Erx,_,_ ;❑ iH __ _ -_ _-_w, t ILI A-201.00 PROJECT: 284 U a W t1, E-� U W E✓ x U Q w�w W H z z 0 N 01 10 NEW MASONRY CHIMNEY ISSUED FOR PERMIT 05.11.18 I - ELEV OOF - - — _ .. °i EXISTING ROOF TO REMAIN NCASTLE..... ...,,..... ... i ROAD HOUSE 00 NEW FRAMED ROOF _ E I W/CEDAR SHINGLE 711 CASTLE ROAD FISHERS ISLAND,NEWYORK 06390 ......... .... ._.. NEW FRAMED DORMER TO TIE INTO14EW......_.. ...., ........................ W ELEV +19'-11" ROOF WITH W/CEDAR ...__....... ._. .... _-._-...._.._.. .._ .-._ ..-.._.___....__. .._ ..__ ...._..__.__.__..._ SHINGLE m to STANDING SEAMII ARCHITECTURAL/ LL -- METAL ROOF SYSTEM - - -r IE _ � _ ` ELEV +13'-2" NEW FRAMED ROOF -- '��R ApL'Fy, NEW FINISH FLOOR W CEDAR SHINGLE ao ELEV. TO MATCH .......... ��, ,._.. . ... / n EXISTING T.0 Fl. SUB FLOOR _ Z ELEV +9'-7" - - -- - - � 2 - ---- NEW GUTTERS INSTALL NEW COLUMNS \ - _' - TO MATCH EXISTING �9 O� O TO MATCH EXISTING \ ;. # j AZEK TRIM T� g INSTALL NEW REMOVABLE / \ -_ OF NES co SCREENED TRANSOM, SCREENED ao PANELS AND DOORS -I - - -.- -,-- L', - NEW EXTERIOR WALL SIDING TO MATCH EXISTING EXISTING CEDAR SHAKE \ f 1. J NEW FINISH FLOOR ..................... "..I .... .. - -• -` , ...; ELEV. TO MATCH FLOOR .. - ----- -- ELEV±36•-O" ELEV +O'-0• ---- .... --I IL 11 - -'-- -- -------._.._ NEW WOOD DECK K NEW SLIDINIG GLASS NEW WINDOW TYP. INLIN RUTHERFURD ARCHITECTS, PLLC DOORS STRUCTURAL STORM 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 PROTECTION SHUTTERS NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FOR LARGE WINDOWS AND DOORS TO BE STORED IN til BASEMENT 210 01 EAST ELEVATION Y 5/32"_l,-O" iv w EAST EXTERIOR N � W ELEVATION W x Q A-202 .00 0 0 PROJECT: 284 U a a P, V) F� - U W E- U ¢ W x x z z r, 0 0 I I A214 A27 A212 A211 PROPOSED I EXISTING TO REMAIN 1 1 1 1 I ISSUED FOR PERMIT 05.11.18 NEW FRAMED ROOF Dp EXISTING ROOF REMAIN --------- T-0 FxI�rIN�R00F __ __. .___ ...--- -- -- -_..--- IN WS TYP. - ---- W/CEDAR SHINGLE STALL NEW N " ELEV +26'-4" NEW GUTTE S / I TO MATCH EXISTI G N T.0 NEW ROOF ELEV +23'-7" — _.,_ - AZEK TRIM— T.0 , CASTLE : :. oD ......... .... ..... I ..:....:.....:.... ,.,.. ... ....... ..,.. �.'r ... .. ..,.-. .. 711 CASTLE ROAD \11�lx - : FISHERS ISLAND NEW YORK 06390 : T-O NEW ROOF . a : ELEV +19'-11" { f : I RS ._._.. - -- 00 � NEW GUTTERS TC EXISTING -- --- - ...:. TO MATCH AZEK TRIM — — _ v - I A A - T-O NEW ROOF I 1 I `7 R V C • � T =' ,- J NEW I OR C? J rr •I loo NE FINISH FLOOR '.. .. n V. TO MATCH FlF T.0 FL SLAB ... —�—R - EXISTING EL + —7 : ------- — T.O CEILING : ELEV +8'-8" � — s` fi'�6 INSTALL NEW COLUMNS _. � I — '- �_ ---- _— ... :, .,..-, ' �.:; 9 r--, ` Q F. TO MATCH EXISTING co j i / NEW FINISH FLOOR --- i 00 f ......--... L j ELEV. TO MATCH --T EXISTING ' I ' ST F O KITCHEN FLOOR ELEV±36'_0., ELEV +0'-0" - i --------------- _:.. ........ KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 1 1 1 1 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 214 213 21 211 01 NORTH ELEVATION 5/32'=1'-0" + N �1 w NORTH EXTERIOR N W ELEVATION W x a 0 A-203 .00 PROJECT: 284 U A-, U W h x U Q W x x x z a z 0 N F —————— I I I I I I I I I I I I I I I I --._-_------.-...I. ..............._._........__.._._..................................- _..............._....... ._...... __.. ....__.__._.._....__..._.__..._..._..__.__ __...._.__._..____.._._...___.._- ------ ----- .......__..._ ._ ._......__.. .... _ -.. -_. _.. .._.. -..... - -- - - - - - I __ ....... . _ _ _................................- .................._..._.................................................. -..................................._..........-.-_..............._.. I I ....._.........._...............................----------............ _................--..-. I I I_...................................................._.......... ...................... ISSUED FOR PERMIT 05.11.18 ------------- __. .. - - - ------- -- --- ------- _ ...... - - I I CASTLE ROAD HOUSE I 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 I I - I I I I I ADJ. ADJ. ��F�D ARq'), $HELVES - SHEL\S /G, G fC✓^�i�� PULL-OUT \ o / PULL-0 OF NE��O SHE VES \ ICE WINE - -_ _ ELVES BOTTLE _ -- PULL T - I ----- - - J ---- -----� ---- KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 cn x 01 LONGITUDINAL SECTION A N I 3/8`- -0- N w PROPOSED SECTION N W W x a -A-2 .10.00 0 PROJECT: 284 U W W Q» E-' U W H x U C� d W x H z a z r 0 N 01 A401 ® --- -- - --- --- ---------------� ® I I ISSUED FOR PERMIT 05.11.18 � I I --------- CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 rc NVA /to// KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX,(775)582-1736 e M N ® 01 SECTION B N ® PROPOSED SECTION L W W z CD ®® ® � -211..00 PROJECT: 284 U W W A, U W x U ¢ W x x x z z r 0 N rO 2 A401 � 'o k o� e I ISSUED FOR PERMIT 05.11.18 Q d v CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 HOOD �-D A T i Cy / \ A,, �a v / UTENSIL CSS O Q, \ / INSERTS OF N 00 \ / PULL—)UT %L—OU MAGI \ / SH S SHELVES ® CORNER KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 d' 01 SECTION C 3/8'=1'-0' N w PROPOSED SECTION N W W x a -212 .00 PROJECT: 284 MR V//.......... ISSUED FOR PERMIT 05.11.18 I land, im-11 ji-i I CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 ARn Ax --- -------------------------------- A UTENSIL 1 N SFIR ----- ---------- --- ----- ;00-0E-0000-a-ool OF IN El I IMACI t LOU -7�1 F=-] CO . ER %,�EUS / // / ////�� / / /// KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 r,77, cn 0 N 1 SECTION D PROPOSED SECTION o . -A-2 .13 ,00 PROJECT: 284 U U (�O 4 llA 51 10 0 10 0 0 10 10 4v --------- -------------------- It F1 —- --------------------------------------------------------- rO 3 ....... �01 ISSUED FOR PERMIT 05.11.18 x .. 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KINLIN RUTHERFURD ARCHITECTS, PLLC 01 Z 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 A431 00 NEW YOR EW YORK 10018 FAX:(775)582-1736 } 1 0 1 1 ~m A43 02 02 1 1 1 A431 A431 .. ! - 1 ... 1 1 .1 ::::: 1 1 1 1 1 1 1 G N : , 1 1 1 W , WALL SECTIONS ;..1 1 1 1 a _.m.® ® ___.m.` z 0 WALL SECTION WALL SECTION /� 04 WALL SECTION �3 WALL SECTION 021/2'= 1'-0. 1 1/2• = 1'-0• /���,0 .L�®0 O 1/2' = 1'-0' 1/2' = 1'-0' A PROJECT: 284 U a P, MARVIN WINDOW 1" WINDOW SILL x 1" WINDOW APRON g x 3 4 z EXTERIOR DOOR 01 Z1, A401 %4" WINDOW SILL CEDAR SHINGLE 68 A" STRIP OAK 1" WINDOW APRON AIR & VAPOR BARRIER 51" o FLOORING -" EXTERIOR GRADE PLYWOOD 2 1X4 IPE DECKING 3/4" SUBFLOORING 2X6 FRAMING 1" RIGID INSULATION R-21 INSULATION PT 2X6 FRAMING " GWB R-21 BATT PT 2X12 LEDGER 2X6 BOTTOM PLATE INSULATION 3)/4" STRIP OAK FLOORING 1X4 IPE DECKING Y ELEV. 34" 5/a" GWB - '�-� / SUBFLOORING (26 ABOWE SEA LEVEL) R-19 FIBERGLASS BATT T.O. FIRST FLOOR S.F. 3/" PLYWOOD SHEATHING ----------------- - 4 0'-0" 3/4" CEDAR SHINGLES 26ABOVE SEA LEVEL ( ' ) - REFER TO CME S100 2X6 FRAMING SHEAR ' ..�,... WAL L/HOEDOWN PLAN FOR: REFER TO ENGINEER SPECS. - --- _:... HOLDOWN ANCHOR BOLT FOR HOLD-DOWN DETAILS _....................... .............._...._........................................._..._..... AND LOCATIONS - " LOCATIONS AND SPECS. AND _.. .,_.-.L.I... .._.,...... I SHEARWALL ---- o0 - ----- -- ---- 11"' TJI®210 ®16" O.C. BEYOND - --- LOCATIONS AND SPECS. 2X6 SOLE PLATE I i Y4" FINISH FLOOR 2" RIGID INSULATION ------------- PLYWOOD " 4 SUBFLOOR 11 TJI®210 ®16 O.C. BEYOND T.O. FIRST FLOOR S.F. T.O. FOUNDATION WALL J R-30 INSULATION i I 2Ys"X11�/g TJI®210 ------------------------------- --- --. A I ELEV. 0'-0" ELEV. -1'-2Ys ��(� 2" RIGID INSULATION R-30 BATT INSULATION- (2) 1%" X 11%' LVL "� PT 2X12 FRAMING R-21 BATT INSULATION 2X10 PT SILL PLATE _ T.O. FOUNDATION WALL) R-30 INSULATION ELEV. -1'-�" ��`, �. 1" RIGID INSULATION CONTINUOUS %" ANCHOR BOLT (2) 1Y4" X 11%" LVL (2)13/4'X113/8" LVL RIM JOIST FLASHING (REFER TO CME SHEARWALL PLAN FOR PT 2X12 FRAMING ;; 2X12 PRESSURE TREATED " SPECS. - SPACING AND ENBEDMENT) ','._ 2X10 PT SILL PLATE SILL PLATE T.O.-SILL PLATE NO OVERHANG CONTINUOUS ANCHOR BOLT > ELEV 1 FLASHING #5 REBAR FLASHING (REFER TO CME SHEARWALL PLAN FOR ----- #5 VERTICAL REBAR SPECS. - SPACING AND ENBEDMENT) FIRST SHINGLE COURSE J T.O. FOUNDATION " i I I ELEV. 1'-2Y" 24 O.C. (TYP.) II I ' 3" FROM NO OVERHANG � OM INT. FACE (TYP.) #5 REBAR s/s„ (2)#5 REBAR ---.---_-_.. : ANCHOR BOLT II 10" POURED CONCRETE \-#5 VERTICAL REBAR (REFER TO ENGINEER SPECS. 4 `� q i i Ili 2" CANTILEVER FOUNDATION WALL 3'4"FROM (NTP)ACE (TYP.) FOR SPACING AND EMBEDMENT) )yl ........._...... _........_._..._...... _...._. . F --r, , CONCRETE ,; _....................._._ ............ DATION WALL 2" RI POURED CONCR ER FOUNDATION GID INSULATION y4 ' r co TO FOOTING OVER LIQUID , ...........__.. _. APPLIED WATERPROOFING 2" RIG .................... .. ....---- 4 ID INSULATION s .... 4 TO FOOTING OVER LIQUID 4 APPLIED WATERPROOFING _.... _....... _. y ISSUED FOR PERMIT 05.11.18 ......... 2" RIGID INSULATION 10" TO FOOTING OVER LIQUID APPLIED WATERPROOFING 1 -0 2 10" CASTLE ROAD HOUSE LE ROAD OCFOUNDATION WALL DETAIL AT SCREENED PORCH 04 FOUNDATION WALL DETAIL AT DECK 7SH11 ERSTSLAND, J 03FOUNDATION WALL DETAIL FISHERS ISLAND,NEW YORK 06390 1-1/2" = 1'-0' 1-1/2" = 1'-0' 1-1/2"= 1'-0" DETAIL AT UN-FINISHED BASEMENT #5 VERTICAL REBAR 24" O.C. (TYP.) 2" 10" 3" FROM INT. FACE (TYP.) Y" EXPANSION JOINT #5„VERTICAL REBAR 10" POURED CONCRETE �4" POURED 2�4 O.C. (TYP.) E� AAC,y FOUNDATION WALL CONCRETE SLAB i 3 FROM INT. FACE (TYP.) WATER PROOFING MEMBRANE " i, "" 'a 2-0 X1 -0 POURED .�-�:�` ` 2" RIGID INSULATION CONCRETE FOOTING ' 10" FOUNDATION WALL #5 REBAR 6x6-W2.9XW2.929 SLOPE TOP OF FOOTING WITH W.W. MESH MID-DEPTH WATER PROOFING MEMBRANE 9T�OF NE`N�O MORTAR #5 REBAR 4" CONC. SLAB GRAVEL SLOPE TOP OF FOOTING #5 FOOTING DOWEL EA. , Y2" EXPANSION JOINT WITH MORTAR VERT. W 24" LAP VAPOR BARRIER KINLIN RUTHERFORD ARCHITECTS, PLLC / VAPOR BARRIER VERT. W/FOOTING4" AP EA. ALTERNATE HOOKS ALTERNATE HOOKS 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 4" DRAIN PIPE ------ T.O. CONCRETE SLA -------ELEV. -10'-1�g„ ---- 6„ GRAVEL !.. GRAVEL ' 4" DRAIN PIPE j --------T_0_ FOOTING ' r ELEV. -10'-4 1 '.. � o —— / n- " 2" RIGID ih i 3 INSULATION CONSTRUCTION DETAILS w TYP. 2'-0" 6" COMPACTED GRAVEL 3" #5 REBAR TYP. ALL TYP. 15 REBAR TYP. ALL AROUND AROUND CONTINUOUS z CONTINUOUS 2'-O" o 02 FOOTING DETAIL AT BASEMENT 11 01 FOOTING DETAIL AT CRAWL SPACE PROJECT: 284 A-431.00 1-1/2" - 1'-0" 1 I 1-1/2'= 1'-0" U W P, H U W E� U Q EXISTING ROOF & PITCH W ROOF SHINGLES TO MATCH EXISTING z EXTERIOR GRADE z PLYWOOD R-38 ROOF INSULATION ROOF SHINGLES 0 2X12 ROOF RAFTER TO MATCH EXISTING -- 2X10 COLLAR TIE NEW ROOF PITCH R-38 ROOF INSULATION . �/" EXTERIOR GRADE ROOF PITCH CHANGE 4 PLYWOOD FLASHING R-38 ROOF INSULATION ---------- ----------- 2X8 DOUBLE HEADER 2X8 SHED ROOF RAFTER . ".�... 2X8 ROOF RAFTER MAIN ROOF RAFTER BEYOND 30# BUILDING FELT ICE & WATER SHIELD CONTINUOUS AT EDGE �� 2X6 WALL FRAMING BLOCKING EAVE FLASHING 1 X TRIM PIECES AND MOLDING TO MATCH EXISTING DETAIL OVERHANG TO MATCH EXISTING SIMPSON H10 OR H2.5A 3/4" EXTERIOR GRADE PLYWOOD SHEATHING AIR & VAPOR BARRIER WINDOW CASING GWB 2X HEADER WINDOW CASING MARVIN WINDOW NEW ROOF SHINGLES TO MATCH EXISTING EXTERIOR GRADE PLYWOOD 2X12 ROOF RAFTER 04 ROOF DETAIL AT BEDROOM R-38 ROOF INSULATION 30# BUILDING FELT < ICE & WATER SHIELD CONTINUOUS AT EDGE EAVE FLASHING BLOCKING SIMPSON H10 OR H2.5A MARVIN DOUBLE HUNG WINDOW ISSUED FOR PERMIT 05.11.18 MARVIN DOUBLE 3 „ 3 , 1X TRIM PIECES AND MOLDING HUNG WINDOW /4 WOOD WINDOW SILL �'4' WOOD WINDOW SILL TO MATCH EXISTING DETAIL WOOD APRON WOOD WINDOW SILL 3/,/4" WOOD APRON OVERHANG TO MATCH EXISTING WOOD WINDOW SILL 3/4" WOOD APRON 2X6 DOUBLE TOP PLATE CASTLE ROAD HOUSE 3/4" WOOD APRON 2 2X6 SILL PLATE 2 2X6 SILL PLATE ( ) ( ) R-20 WALL INSULATION 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 2X6 WALL FRAMING 5/s GWB 5r" GWB 5/" GWB Y2 WOOD BASEBOARD Y� WOOD BASEBOARD 3/a" EXTERIOR GRADE WINDOW CASING '� PLYWOOD SHEATHING OAK HARDWOOD FLOOR 3/" OAK HARDWOOD FLOOR CEDAR SHINGLES CEDAR SHINGLES AIR & VAPOR BARRIER Y2" RADIANT HEAT PANEL Y/2" RADIANT HEAT PANEL NEW SHINGLES AIR & VAPOR BARRIER %4" SUBFLOORING AIR & VAPOR BARRIER 3/4" SUBFLOORING TO MATCH EXISTING CEO ARC 3/4" EXTERIOR GRADE PLYWOOD 3/4" EXTERIOR GRADE PLYWOOD WINDOW CASING 2X6 FRAMING 2X6 FRAMING R-21 BATT INSULATION R-21 BATT INSULATION ~ 2X HEADERAV wC� �JG ✓ '° , T.O. 2ND FLOOR SUB-FLOOR T.O. 2ND FLOOR SUB-FLOOR t � 2X6 BOTTOM PLATE ______________ 2X6 BOTTOM PLATE _ REFER TO CMECPK SHEARWALL ELEV. +9-4Y2" REFER TO CMECPK SHEARWALL ELEV. +9-4Yz" �N' PLAN FOR BOTTOM PLATE PLAN FOR BOTTOM PLATE y� 29Q y0 CONNECTIONS CONNECTIONS 5/a" WINDOW SILL SOF IN 5/4" WINDOW APRON EXTERIOR GRADE �_---- /4" WINDOW SILL R-21 BATT INSULATION R-21 BATT INSULATION PLYWOOD SHEATHING 5 1" RIGID INSULATION 1" RIGID INSULATION 3/" W 7 ,� 700 CEDAR SHINGLES 4 WINDOW APRON KINLIN RUTHERFORD ARCHITECTS PLLC 2Y,s X1 1/(a TJ1�210 ©16 O.C. 2Ys X1 1% TJ1210 ©16 O.C. AIR & VAPOR BARRIER BEYOND BEYOND 3/4' EXTERIOR GRADE PLYWOOD 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 (2) 13/4" X 11�/g" LVL (2) 13/4" X 11%" LVL � 2X6 FRAMING W/ R-21 BATT 5/8 GWB NEW YORK,NEW YORK 10018 FAX:(775)582-1736 (2) 2X6 TOP PLATE > (2) 2X6 TOP PLATE > INSULATION REFER TO CMECPK SHEARWALL �iN REFER TO CMECPK SHEARWALL FLASHING PLAN FOR TOP PLATE OO PLAN FOR TOP PLATE 00 CONNECTIONS CONNECTIONS STANDING SEAM METAL ROOF /s GWB 30# BUILDING FELT GWB 5 REFER TO CMECPK SHEARWALL REFER TO CMECPK SHEARWALL 3/4" EXTERIOR GRADE PLYWOOD PLAN FOR SHERWALL LOCATIONS 5/g" GWB PLAN FOR SHERWALL LOCATIONS 5/g' GWB AND SPECS. WOOD CROWN TBD AND SPECS. WOOD CROWN TBD ji M 2X10 ROOF RAFTER 3/4" WINDOW CASING 3/4" WOOD TRIM 3/4" WINDOW CASING %" WOOD TRIM N 3 2X6 HEADER 5/8" GWB 3 2X6 HEADER 5/a" GWB Y2' INSULATION WOOD CASING Y2" INSULATION 3/a" WOOD CASING w MARVIN DOUBLE HUNG WINDOW------------- INDOW MARVIN DOUBLE HUNG WINDOW CONSTRUCTION DETAILS x _z 03 WALL/ FLOOR DETAIL AT SECOND FLOOR BAY WINDOW On WALL/ FLOOR DETAIL AT SECOND FLOOR 01 ROOF DETAIL AT SCREENED PORCH A-432 .00 1-1/z'_ �-oG1-1/z' _ l'-a' -�/z' _ �'-o' PROJECT: 284 U a W p, F-' U W x U Q W x H NEW ROOF SHINGLES z TO MATCH EXISTING a RIDGE FLASHING z 2X12 RIDGE BOARD EXTERIOR GRADE PLYWOOD METAL STRAP R-38 ROOF INSULATION 2X12 ROOF RAFTER 03 ROOF RIDGE DETAIL TYPICAL -1/2' = V-0' NEW ROOF SHINGLES TO MATCH EXISTING RIDGE FLASHING 2X12 RIDGE BOARD 3/4" EXTERIOR GRADE PLYWOOD METAL STRAP R-38 ROOF INSULATION 2X12 ROOF RAFTER tK ISSUED FOR PERMIT 05.11.18 NEW DORMER ROOF PITCH NEW DORMER ROOF PITCH ROOF SHINGLES `ice ; CASTLE ROAD HOUSE TO MATCH EXISTING ROOF 711 CASTLE ROAD f FISHERS ISLAND,NEW YORK 06390 EXTERIOR GRADE ��x PLYWOOD R-38 ROOF INSULATION i 2X8 HIP ROOF RAFTER i 30# BUILDING FELT F,EC AFR? ICE & WATER SHIELD \g��G�O //lv��F�� CONTINUOUS AT EDGE1- 2X6 WALL FRAMING SIMPSON H10 OR H2.5A BLOCKING 29���COQ EAVE FLASHING OF NES 1X TRIM PIECES AND MOLDING TO MATCH EXISTING DETAIL OVERHANG TO MATCH EXISTING V8" GWB KINLIN RUTHERFURD ARCHITECTS, PLLC 3/4" EXTERIOR GRADE 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 PLYWOOD SHEATHING NEWYORK,NEWYORK 10018 FAX (775)582-1736 AIR & VAPOR BARRIER AIR & VAPOR BARRIER WINDOW CASING OZ DORMER ROOF DETAIL TYPICAL 01 DORMER RIDGE DETAIL TYPICAL 2X8 HEADER 1-1/2' _ V-13" I MARVIN WINDOW M N N N W CONSTRUCTION DETAILS W x Q z A-433 .00 PROJECT: 284 U a 'WINDOW SCHEDULE NOTE: SEE SHEET A502 FOR WINDOW ELEVATIONS x Q FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Windlw� ow # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS w 101 103 HALL A MARVIN (2) CUDH-NG 2426 DOUBLE HUNG 4'-11 1/2" 5'-0" Y WHITE CLAD x 102 1047 KITCHEN B MARVIN (2) CUDH-NG 2626 DOUBLE HUNG 5'-3 1/2" 5'-0" N WHITE CLAD z103 106 FAMILY C MARVIN CUSTOM UNIT FIXED 5'-8" 8'-8 1/2" N WHITE CLAD 104 106 FAMILY C MARVIN CUSTOM UNIT FIXED 5'-8" 81-81/211 N WHITE CLAD 0 0 105 107 GUEST BEDROOM D MARVIN (2) CUDH-NG 3630 DOUBLE HUNG 6-111/2" 5'-8" Y WHITE CLAD 106 107 GUEST BEDROOM E MARVIN CUDH-NG 3230 DOUBLE HUNG 3-2 1/4" 5'-8" Y WHITE CLAD 107 108 BATHROOM F MARVIN CUDH-NG 2830 DOUBLE HUNG 2'-10 1/4" 5'-8" Y WHITE CLAD 108 111 ENTRY G MARVIN CUDH-NG 2826 DOUBLE HUNG 21-101/411 5'-0" Y WHITE CLAD 109 104 KITCHEN B MARVIN (2) CUDH-NG 2626 DOUBLE HUNG 5'-3 1/2" 5'-0" Y WHITE CLAD SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 201 201 BALCONY A MARVIN (2) CUDH-NG 2426 DOUBLE HUNG 4'-11 1/2" 5'-0" Y WHITE CLAD 202 104 KITCHEN H MARVIN (2) CUCA3236 CASEMENT 5'-5" 21-115/8" Y WHITE CLAD 203 104 KITCHEN H MARVIN (2) CUCA3236 CASEMENT 5'-5" 2'-115/8" Y WHITE CLAD 204 104 KITCHEN H MARVIN (2) CUCA3236 CASEMENT 5'-5" 21-11. 5/8" Y WHITE CLAD 205 106 FAMILY I MARVIN (4) CUCA3040 CASEMENT 10'-1" 3-3 5/8" Y WHITE CLAD 206 104 KITCHEN B MARVIN (2) CUDH-NG 2626 DOUBLE HUNG 5'-3 1/2" 5'-0" Y WHITE CLAD 207 201 BALCONY J MARVIN (2) CUDH-NG 3228 DOUBLE HUNG 3-2 1/4"" 5'-4" Y WHITE CLAD L S C H E D'A U L E EXTEFR" IOR D00 ""A i NOTE: SEE SHEET A502 FOR EXTERIOR DOOR ELEVATIONS FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Door # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS ISSUED FOR PERMIT 05.11.18 101 104 KITCHEN A MARVIN CUOFD5480 OUTSWING DOUBLE FRENCH DOOR 5'-5 5/8" 8'-0" N WHITE CLAD 102 104 KITCHEN A MARVIN CUOFD5480 OUTSWING DOUBLE FRENCH DOOR 5'-5 5/8" 8'-Of N WHITE CLAD CASTLE ROAD HOUSE 103 106 FAMILY B MARVIN CUSTOM UNIT SLIDING DOUBLE FRENCH DOOR 11'-3" 8'-8 :1/211 N WHITE CLAD 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 104 106 FAMILY C MARVIN CUSTOM UNIT SLIDING DOUBLE FRENCH DOOR 6'-7" 8'-8 :1/2" N WHITE CLAD 105 106 FAMILY D MARVIN CUSTOM UNIT SLIDING DOUBLE FRENCH DOOR 6'-7" 8'-8 1/2" N WHITE CLAD 106 111 ENTRY E TRUSTILE 7 CUSTOM UNIT INSWING 14" SOLID WOOD DOOR 3-2 7/16" 8'-0 1/4" N AF?q , �cO p�p• k�� F� 29���'y04 MARVIN WINDOWS SPECIFICATIONS: OF NES DOUBLE—HUNG WINDOWS: CASEMENT WINDOWS: ULTIMATE NEXT GENERATION SERIES CLAD DOUBLE HUNG WINDOWS ULTIMATE SERIES CLAD CASEMENT WINDOWS INTERIOR FINISH: PRE—FINISHED WHITE INTERIOR FINISH: PRE—FINISHED WHITE EXTERIOR FINISH : WHITE EXTERIOR FINISH: WHITE KINLIN RUTHERFURD ARCHITECTS, PLLC GLASS: LOW—E3 IMPACT RESISTANT GLASS (TEMPERED) GLASS: LOW—E3 IMPACT RESISTANT GLASS (TEMPERED) 330 WEST 38TH HARDWARE: INTEGRITY SERIES LOCK & KEEPER — WHITE HARDWARE: INTEGRITY SERIES OPERATOR HANDLE — WHITE NEWYORK,NEW TRK 100 ITE 1006 FAX:(775)582-1736 NEW YORK,NEW YORK 10018 FAX:(775)552-1736 'cY M (V (V w N WINDOW AND EXTERIOR w DOOR SCHEDULE w x Q z c� PROJECT: 284A-501,00 U a a W4'-111" RO 5'-34" RO 5'-8" RO 6'-114" RO 3'-24" RO H 1 - --- ----i i----------- -i --------------------------- ----- ------ -� r --------- U i------- ------------- I I I I I I I I I I I I I I I I I I I I I I I p I i 0 = i 0 0 oI o I I in I I in I 1 I I i I I I I I I I I z i i Ii' Lo I I I cco I I ,may I 1 I I 00 I I I I I I I I I I I I I I I O (2) CUDH-NG 2426 (2) CUDH-NG 2626 CUCAP6096 (2) CUDH-NG 3630 CUDH-NG 3230 101, 201 102, 109, 206 103, 104 105 106 2'-101" RO 2'-101" RO 5'-5" RO 10'-1" RO 3'-21" RO r------ -- -------------� I I I I I I I I 1 I I I I I I I I I I 1 / I I I I p 10 p I j I p i / N in I I in I I I I I I I I i I I I I I I w 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 I I I I I i i I I I I I I I I I I I I O O O O CUDH-NG 2830 CUDH-NG 2826 (2) CUCA3236 (4) CUCA3040 CUDH-NG 3228 107 108 202, 203, 204 205 207 ISSUED FOR PERMIT 05.11.18 02 WINDOW SCHEDULE SCALE: 3/8' = 1'-0' CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 EC ARC 24'-5" 11'-3" RO 6'-7" RO 6'-7" RO t„ 5-55" RO 8 � r------------------------------� - CSS O �N 29 ------------- -------, I I ATF OF ,�E� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I / \ i POCKET FOR SLIDING LITE i 4 D i POCKET FOR SLIDING LITE i D Q > Q I I I I I I I I I I I I I I I & i I o KINLIN RUTHERFURD ARCHITECTS, PLLC I 1 p I I Of o I 1 00CID 1 of 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I I I I I j I 0�1 1 .=1� NEW YORK,NEW YORK 10018 FAX (775)582-1736 00 00 I I -.0 I I 1 I I I I II 1 1 I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I \ I I II I I I I I I I I I I I I L- 1 1 I I ------------------------------JI --- ------J I I1 M O N O _ O W O N WINDOW AND EXTERIOR CUOFD5480 CUSTOM UNIT CUSTOM UNIIT CUSTOM UNIT CUSTOM SOLID WOOD PANELED DOOR DOOR SCHEDULE • W 101, 102 103 104 105 106 x Q z 01 EXTERIOR DOOR SCHEDULE I SCALE: 3/8' = 1'-0' PROJECT: 284A-502 .00 GENERAL ELECTRICAL NOTES: ELECTRICALU LEGEND 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. a KD WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES OUTLET, ONE SIDE ONLY U ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. + RECESSED LIGHT FIXTURE H ® WATERPROOF RECESSED LIGHT FIXTURE �G.F.l. GROUNDED FAULT RECEPTACLE OUTLET 01 A203 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. U 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. + SURFACE MOUNTED LIGHT FIXTURE QUADRUPLEX RECEPTACLE PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE AS TO WHICH FIXTURES WILL HOLD HIGH—EFFICACY LAMPS. El INTERCOM b TELEPHONE/DATA 4. ARC—FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. $ SWITCH QQ TELEVISION W 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE DIMMER SWITCH H NOTED. ® EXHAUST FAN $a 3—WAY SWITCH Qr THERMOSTAT IL $30 3—WAY DIMMER SWITCH so z SMOKE/CARBON MONOXIDE DETECTOR DOOR OPERATED SWITCH p DOORBELL 0 DUPLEX RECEPTACLE � HE FIXTURE FITTED WITH A =Qw.a. WATERPROOF DUPLEX RECEPTACLE HIGH—EFFICACY LAMP ell rj SSIIN 5, I I I II-- -III I III ' ----I�{ II III N ELEV. 7'—B' O N O r. 4 ISSUED FOR PERMIT 05.11.18 EXISTING ELECTRICAL TO REMAIN CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 cc Lq 0 029 �1 F 0 F �I F KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 L� n 01 A201 N ^ N w BASEMENT N W ELECTRICAL PLAN w 01 BASEMENT PLAN x I a EN-1.00.00 0 PROJECT: 284 GENERAL ELECTRICAL NOTES: ELECTRICAL LEGEND ELECTRICAL NOTES: 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - SECTION R313.1 F 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES OUTLET, ONE SIDE ONLY REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DEFECTORS TO BE U ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. RECESSED LIGHT FIXTURE HARD-WIRED WITH BATTERY BACKUP AND INTERCONNECTED. REVIEW ALL W LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. H ® WATERPROOF RECESSED LIGHT FIXTURE �GFI GROUNDED FAULT RECEPTACLE OUTLET O1 A203 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. � QUADRUPLEX RECEPTACLE 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. SURFACE MOUNTED LIGHT FIXTURE 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS C4 PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL UNDER CABINET STRIP LIGHT 9$ FLOOR RECEPTACLE SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - AS TO WHICH FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT n INTERCOM b TELEPHONE/DATA PRIOR TO INSTALLATION. 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. $ SWITCH 0 TELEVISION 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. W 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE $G DIMMER SWITCH ® EXHAUST FAN 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING NOTED. $, 3-WAY SWITCH O THERMOSTAT WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. $30 3-WAY DIMMER SWITCH 5D SMOKE/CARBON MONOXIDE DETECTOR z `M DOOR OPERATED SWITCH 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH 0 DOORBELL z ARCHITECT PRIOR TO INSTALLATION. DUPLEX RECEPTACLE HE FIXTURE FITTED WITH A 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE zQW.P. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. O 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS I 1� SPECIFICATIONS. G.F.I. N NO WORK TO BE DONE WITHIN HATCHED AREA -- ---- / I - HE / \ D / \ III OUTDOOR I SD sD SHOWER I I - 4 3D STUDY 1 _ 4_ o �� EXISTINGI r _1 ow FR 18'.. RE 30" PANTRY SH I D _ FR REF o 1 L -- J ----- I I I I — — — G I. I II 1 1 _ L— _ 48" r G.F.I. L u I I RANGE RANGE Fr_ ILL.— II —M w7 / I o II L Q I- — —— G .I. II cowv. 'I - CHIMNEY 0 I R CL A) J L ISSUED FOR PERMIT 05.11.18 G.F.I. D CASTLE ROAD HOUSE 711 CASTLE ROAD n FISHERS ISLAND,NEW YORK 06390 DINING ROOM I " EXISTING r�RED AR �i 0 - Z ATF �948k OF NEW i J KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01®1 N FIRST FLOOR w N N ENERGY ANALYSIS ELECTRICAL PLAN W WORK TYPE: ALTERATION TO EXISTING SINGLE-FAMILY RESIDENCE O FIRST FLOOR PLAN ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION a Q NEW LIGHT FIXTURES TO BE AT LEAST 75% OF THE PERMANENTLY INSTALLED FIXTURES WILL BE FITTED WITH EITHER COMPACT FLUORESCENT LAMPS,T-8 OR 75% OF THE PERMANENTLY INSTALLED E-100, E-101 & E-102 EN-1 0:1.00 INSTALLED THROUGHOUT THE SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS INTERIOR LIGHTING FIXTURES WILL BE (ELECTRICAL PLANS) IN ERIOR OF THE HOUSE OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 FITTED WITH HIGH-EFFICACY LAMPS. WATTS OR LESS. [2009 IECC SECTION 404.1] PROJECT: 284 GENERAL ELECTRICAL NOTES: ELECTRICAL LEGEND ELECTRICAL NOTES: U 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. a 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY CIO KD WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - SECTION R313.1 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE F" OUTLET, ONE SIDE ONLY U ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. � RECESSED LIGHT FIXTURE HARD-WIRED WITH BATTERY BACKUP AND INTERCONNECTED. REVIEW ALL 0 WATERPROOF RECESSED LIGHT FIXTURE =@G.F.l. GROUNDED FAULT RECEPTACLE OUTLET 01 A203 LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. QUADRUPLEX RECEPTACLE U 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. SURFACE MOUNTED LIGHT FIXTURE 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - AS TO WHICH FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT QM INTERCOM b TELEPHONE/DATA PRIOR TO INSTALLATION. 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. $ SWITCH Q TELEVISION 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. tL W 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE $D DIMMER SWITCH NOTED. ® EXHAUST FAN 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING H $3 3-WAY SWITCH (D THERMOSTAT WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE IL ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. R $3D 3-WAY DIMMER SWITCH c,° SMOKE/CARBON MONOXIDE DETECTOR z Z $oma" DOOR OPERATED SWITCH DOORBELL 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH DUPLEX RECEPTACLE ARCHITECT PRIOR TO INSTALLATION. � HE FIXTURE FITTED WITH A 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE o �w.P. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS SPECIFICATIONS. NO WORK TO BE DONE WITHIN HATCHED AREA CIL BEDROOM 5 I I I I I EXISTING I BATHROOM 5 I I I EXISTING I I I I IGS--- � z - --III H_--- N III o III III I III III ISSUED FOR PERMIT 05.11.18 � III III � III r=�1 iii CASTLE ROAD HOUSE I� III711 CASTLE ROAD BATH 4 FISHERS ISLAND,NEW YORK 06390 it 11 i 11 - - - ��J1 BEDROOM 4 --- --- EXISTING I'' �D AR CL 1 it Jy, 0 4$1� OQ� NE`s y I. I I I , KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 iI NEW YORK,NEW YORK 10018 FAX:(775)582-1736 l 01 X201 N N w SECOND FLOOR N ENERGY ANALYSIS W WORK TYPE: ALTERATION TO EXISTING SINGLE—FAMILY RESIDENCE ELECTRICAL PLAN x O 1 FIRST FLOOR PLAN ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION I 1/4"=1'-0" Q NEW LIGHT FIXTURES TO BE AT LEAST 75% OF THE PERMANENTLY INSTALLED FIXTURES WILL BE FITTED WITH EITHER COMPACT FLUORESCENT LAMPS,T-8 OR 75% OF THE PERMANENTLY INSTALLED E-100, E-101 & E-102 EN-102 00 INSTALLED THROUGHOUT THE SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS INTERIOR LIGHTING FIXTURES WILL BE (ELECTRICAL PLANS) 0 INTERIOR OF THE HOUSE OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 FITTED WITH HIGH-EFFICACY LAMPS. ■ WATTS OR LESS. [2009 IECC SECTION 404.1] PROJECT: 284 U W W E� u U W H x x ¢ x w x H z PLUMBING NOTES: w z 1.) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT O 2.) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. u THE TOWN OF SOUTHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4.) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I I I I I I I #2 I j L"V.T.R SECOND FLOOR CEILING I I I I I I I I I I 0 ISSUED FOR PERMIT 05.11.18 I I 00 I I I I I I #2 SECOND FLOOR JAL"v.T.R CASTLE ROAD HOUSE 711 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 I 1 KITCHEV 2" MASTER BATH j 1 2-1 0 11/2" 11/2"1 T 1 1 1 1 1112"1 11/2"I 11/2"1 2'1 o I 1 1 1 1 1 4" �ED ARc Sink 1 4" 1 1 I 1 F.A. 1 Lay. I Dish 0 1 0 1 2 WasherI ,,,1 Tub o =1 W.C. g FIRST FLOOR "' Sj� 0. C.0.1 2" 2" 112" 4" TF OF NEIN 4 4" C.O. 4" 4" TO SEPTIC, SEE o ATTACHED SITE AND 1 SEPTIC DWG KINLIN RUTHERFURD ARCHITECTS, PLLC 0 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 BASEMENT cn N N w PLUMBING RISER N W DIAGRAM W x w PLUMBING RISER DIAGRAM P-101.0c 0 01 NOT TO SCU PROJECT: 284 GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS LIVE LOADS WOOD NAILING SCHEDULE REFERENCE IS MADE RESIDENTIAL DWELLING HABITABLE AREAS TO DRAWINGS UPON WHICH FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF GNCB CONSULTING ENGINEERS, P.C. SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) CONNECTION NAILING WORK IS BASED: GROUND SNOW LOAD, P 20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT JOIST TO SILL OR GIRDER, TOE NAIL 3-8d ARCHITECTURAL DRAWINGS 9= STRESSES: BRIDGING TO JOIST, TOE NAIL EACH END 2-8d BY: KINLIN RUTHERFURD ARCHITECTS, PLLC FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 330 WEST 38TH STREET, SUITE 1006NEW YORK, NY 10018 WIND LOADS BENDING,SINGLE USE Fb = 900 TOP PLATE TO STUD, END NAIL 2-16d WIND EXPOSURE CATEGORY:C TENSION PARALLEL TO GRAIN Ft = 575 STUD TO SOLE PLATE,TOE NAIL 4-8d PREPARED FOR: COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 711 CASTLE ROAD HOUSE BASIC WIND SPEED= 120 MPH (3 SEC.GUST) SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED STUDS, FACE NAIL 16d AT 24"oc COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc FISHERS ISLAND, NY GENERAL MODULUS OF ELASTICITY E = 1,700,000 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d DATE: MAY 8, 2018 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE PER MANUFACTURER'S RECOMMENDATIONS. ALONG EACH EDGE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE CEILING JOISTS TO PLATE,TOE NAIL 3-8d 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d AND EXISTING CONDITIONS. OTHERWISE. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: RAFTER TO PLATE,TOE NAIL 3-8d 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING BUILT-UP CORNER STUDS 16d AT 24"oc AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb = 2,600 AND BOTTOM AND STAGGERED 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 2-20d AT ENDS AND AT WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv = 285 PLYWOOD: UNLESS OTHERWISE EACH SPLICE COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 NOTED PARALLEL TO GLUE LINE-TENSION STRESS Ft = 1,555 FOUNDATIONS APA-RATED PLYWOOD FLOOR SHEATHING 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON TIMBERSTRAND STRAND LUMBER(LSL) FLFLTONGUE AND GROOVE gd NATURAL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC STUD/COLUMNS MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM MODULUS OF ELASTICITY, MIN. E = 1,300,000 psi ROOF SHEATHING 5/8" 8d ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. E = 1.550,000 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. BENDING Fb = 1,700 WALL SHEATHING-PER SHEAR WALL NOTES 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. NOTES: CONDITIONS ENCOUNTERED. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE SCHEDULE BASED UPON COMMON WIRE NAILS. 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 6. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 7. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL OR OTHER FINISH APPROVED BY ENGINEER. FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS 11. WOOD I-JOIST SERIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. COMMON WIRE NAIL DIAMETERS RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL 6d 0.113" BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. 8d 0.131" REINFORCED CONCRETE 10d 0.148" 12d 0.148" 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 16d 0.162" SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 20d 0.192" 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: POST BASE WALLS AND FOUNDATIONS 3,000 PSI FRAMING TO PIER INTERIOR SLAB ON GRADE 2,500 PSI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXTERIOR SLAB ON GRADE 4,500 PSI N 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 GRADE 60. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. 12"DIA. CONC PIER SNOW SPEED DESIGN UNDERLAYMENT HAZARDS ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR Z WITH 145 VERT+ LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN 2 HOOK DEPTH POSITIONS INDICATED. p 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PER ARCHITECT NOT APPLICABLE 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE o 3-94 BARS BOTTOM. TO HEAVY INDICATED SHALL BE: M c7 EACH WAY CONCRETE POURED AGAINST EARTH 3" o RESIDENTIAL CODE OF NEW YORK STATE CONCRETE POURED IN FORMS, BUT m CASTLE ROAD HOUSE EXPOSED TO EARTH OR WEATHER: a. BARS#5 AND SMALLER 1-1/2" Fishers Island,New York b. BARS LARGER THAN#5 2" 6. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. CONCRETE 1 30 I I M ti`I KI f T POST OFFICE BOX 802 FOOTING 1/2"DIA.ANCHOR NO •.�� of-tinge Y13 o 2 FT. SQ. 475 BOLT WITH PI IONf:860 ass 1224 3"x3"X.229" FAX: 860 388 4613 TYPICAL CONC PIER AT PORCH PLATE WASHERS / Consulting Engineer, P.C. GNCBI NGINI I RS.CO.41 U.N.O. i ET OFti 16 DIA. 16 DIA. �\ / SQPG`� RHES� 9 WELDED WIRE SAW CUT \ / o FABRIC CONTROL JOINT AS a '` a " REINFORCEMENT SOON AS ° - e"= a' ', 1 1/2"CLEAR ON CONCRETE WILL BRICK OR BLOCK NOT RAVEL(24 HRS ss/�NqL ENG SUPPORTS MAX) 0 a HOOK ALL HORIZ. p �/ REINFORCEMENT °/fix=--- 6~x -�_ _ AS SHOWN OR KINLIN RUTHERFORD ARCHITECTS, PLLC $ +" a. < ' PROVIDE HOOKED J SPLICE BARS (TYP) 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 co GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER TYPICAL ANCHOR BOLT DETAIL PER ARCHITECT 10 MAY 2018 PERMIT SET NOTES: III I x HORIZ. SLAB ON GRADE BEARING SURFACE: REINFORCEMENT _~ 1. PROVIDE MINIMUM 7" EMBEDMENT. WITHIN THE BUILDING AREA CONT.THROUGH JOINT 2. MAXIMUM PERMITTED HOLE SIZE FOR R ANCHOR BOLT IS 9/16".7_1 3. MIN,2 BOLTS PER PLATE. REMOVE ALL TOPSOIL, MAN-PLACED FILL, SUBSOIL AND ANY OTHER UNSUITABLE ' T/3 T/3 MATERIAL TO EXPOSE NATURALLY INORGANIC SAND/GRAVEL, OR REPLACE DEPOSITED( IIII-III-IIIIII-IIIIII-III- v O UNSUITABLE MATERIAL WITH COMPACTED b X STRUCTURAL FILL U) SEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT TYPICAL CONCRETE WALL REINFORCING GENERAL NOTES & Cl TYPICAL SLAB ON GRADE DETAIL DETAILS FOUNDATION -ANCHOR BOLTS M TYPICAL DETAILS Ci 7. DRN BY:JJS / RLB CHK BY:CCB / RLB U S1 ■ PROJECT: 17186 DATE: 05/10/2018 3 7 9 10 I I I I I I 1 I I S2.2 ( I I I I I 30'-4" EXISTING EXISTING 10' 19'-11" 6'-6 5/8" TO REMAIN WITH MODIFICATIONS1 1'-0" S2.1 I I o — _ I — — — — — — — — — — — — — — - 17"10'7" EXG BULKHEAD OUTLINE OF I 7'-10 1/2" 2'-6" 7'-10 112" lk TO REMAIN COVERED PORCH I 1 REFER TO ARCH DWGS ABOVE e I I I REMOVE PORTION 7 - OF e OF EXG WALL - N I I N G — — — — — — — — — y c? i S2.3 1 INDICATES 144 TOP&BOTTOM e ^ x 4'-0"IN SLAB AT CORNERS, TYP. 1 -- - - - - - - 31_0" I g =- CONCRETE FOUNDATION SEE SECTIONS WALL z FOR WALL/FTG 00 L, REINFORCING �'` .. d e• - a,-. ,9. e - . • _ O _d$`. — — — — — — ~ — — — — — — — — — — _ _ ' °— -°: .• a.. — — — — 1, . 4'-0" j P °4 FOOTING PROJECTION 1 _ I. M 1 00 Qa;• FILL EXG CONC � — 2x STAIR WALL - �- 1'-8 3/8" r ALL WITH CMU CRAWL SPACE REFER TO 1 bo TO MATCHCRAWL SPACE I ( `4� 3 FT. HEIGHT ARCH DWGS FL�OR '_OlTo MIN TO BOTTOM CHIMNEY WO FLOOR EL I OF JOISTS I ° `• d` O WALL 1 0 V 0 8 31/8 I 8 3 1/8 8-31/8 8 3 118 f 1 0 _ „ „ „ „ 4 - - -�­PXOIST UP iN rte) p C7 N C e — – — – — – — – — – — – — – — – — n – - - -� —cam L _J ° O O O DEMO EXISTING V.I.F.TO COORDINATE MASONRY T.O.W. FOR NEW INFILL CONC PIPE COL FOUNDATION WALL 7"10" 7" SLAB 101, SO THAT EXG FIN FLOOR CONFIRM WITH CONC SLAB AND NEW FIN FLOOR 1 SQ. FTG ARCHITECT IF I MATCH ELEVATION 2'-6"x2'-6"x 1'-0" CONTROL JOINTS 11" 9" 10"1'-0" - REINF W/345 BARS To BE USED - CASTLE ROAD HOUSE TOP OF EXG EA. WAY BOTTOM SEE TYP. DETAIL 1 M THIS AREA SHOWN - V.I.F. ti TOP OF NEW CONC WALL fi - C) Fishers Island,New York FOR REFERENCE ONLY LOCATE BENEATH CONC WALL 6r ELEV. -0'-113/8"+/ PANTRY WALL ELEV.-1'-2 7/8 °o ABOVE a a I - 17„10"7„ — — — — — — — — — — — — — — — — — — — — — — — — 13011MSIRIF1 G 2j C3LI� SAYf3RC)'"K ° °_ - ;a _ a :_d• y s. d' ' '- ♦ rd- PGSI 01-FICF BOX 80_> - - - - - -" e° •,d'e ' ea N a C(�NNFCI ICU"1 06475 DOWEL INTO d ° " a D / VI IONI 860 3813 1224 E c%FAX: 860 388 461:3 EXG CONC Consulting Engineers. P.C. NCi31 NC,INI I as.cc�nA WALL,TYP. M r r' CONC FOUN N M I N •d;• i WALL+F PRO • I ch — — --- — — — — — --1 — — — — — VpJE -I I COOR TE I �ESOFtic�` ` CG9� REA FOR 12"DIA. SONOTUBE PORCH FOOTING AND I �� O C) HOUSE FOUNDATION ( PROJECT Ao o FORMED CONC PIER OUTLINE OF + 1 BAR AT 2'-0" SQ. FTG REFER TO SHEAR WALL LOCATION PLAN I NORTH a I SCREENED PORCH I CENTERLINE+HOOK 2'-0"x2'-0"x 1'-0" AND NOTES • ABOVE INTO FTG REINF W/245 BARS , SS��NAL ENG as , a,° .:, .'•, -;. I - EA.WAY BOTTOM I--I - - - - - =�. - - - - - - - --- - - - - - - -N BOTTOM OF FTG T-0" MIN. BELOW GRADE : a ° (FROST DEPTH) a I KINLIN RUTHERFURD ARCHITECTS, PLLC �1 330 WEST 38TH STREET,SURE 1006 TEL:(212)695-2988 1 !. NEW YORK,NEW YORK 10018 FAX:(775)582-1736 G I 10 MAY 2018 PERMIT SET I I I I I I I I v I I I I I I 7'-4 1/4" 4'-9 5/8" 2'-6 5/8" T-31/2" I I . I r 22'-0" I 26'-0 3/8"11 Ilk ' I I I w I I FOUNDATION PLAN 1 2 5 6 8 10 DRN BY:JJS / RLB CHK BY: CCB / RLB FOUNDATION PLAN 1/41' — 1#-Off PROJECT: 17186 Simi DATE: 05/10/2018 3 7 9 10 I I I I LEGEND: WOOD SHEAR WALLS 5" HOLDOWN HARDWARE 5" MIN FROM END OF SEE SHEAR WALL NOTES ANCHOR BOLT SHEAR WALL PANEL I 30'-4" 31/2" 31/2"MIN.WOOD FRAMING 6'-6 5/8" +' �/ MEMBER THICKNESS INDICATES WOOD SHEAR WALL: FOR SHEARWALL WITH HOLDDOWN HARDWARE HD913 REQUIREMENTS AT EACH END OF SOLID WALL I I (NO OPENINGS) 4- 51 HOLDOWN HARDWARE MIN FROM END OF 5" I HD96HD96 _ _ ANCHOR BOLT SHEAR WALL PANEL ( — - Iw . d o I J 3 1/2" MIN.WOOD FRAMING WALL OR DOOR 3 1/2. MEMBER THICKNESS w FOR SHEARWALL OPENING REQUIREMENTS I HD96 ° PERFORATED SHEAR WALL HD913 e I �/ O I w 4HD9B HD96 _ I z z INDICATES WOOD SHEAR WALL: OPENING �i I o w I WITH HOLDDOWN HARDWARE HD9B AT EACH END -� I PERF. SHEAR WALL I 0 z I w z i °' = w a I - d IL ° I — _1 a HD9B t HD9B-1 - - - - - - R H13196 Q- •° - - ea - m • e `. - e•• - a;-. - - - _ _ - - . < _ _ Q' J- <q •t — — — — — — — — — — — — — — — — -- —� — -_ I HD9B SHEAR WALL \\ HD9B HD96 - I PLYWOOD SHEATHING ON EACH SIDE OF WALL I I AT THIS LOCATION ° d O ❑ WALL i - I p Q p V J LI� O O O I :a � co - I HD96 a° PLYWOOD SHEATHING a ON EACH SIDE OF WALL AT THIS LOCATION HD96 e�a I CASTLE ROAD HOUSE HD913 I Fishers Island,New York J a ♦ _ e e• ., d ' °• - .e s• ° •_P h •_ : t •° - '� a d- \` —_ ._ —... J 1:40 F-I NA _ _ ° ' •a - ° - a°..b ..d'e - SIRt 1 F 1•HD9B d•e•` ., - etr N °" (� •;� POS T OFFICE BOX 802CS - ° ° • e D $ I D SAYF3RC7OK HD913 HD913 °. - - - - - CONNF CiICU I 06475 OPENING 1 1'110-N 3 J860 88 46 24 FFAX13 d • I I Consulting Engineers, P.C. GNCBf NIGINI I-RS.CON1 PERF. SHEAR WALL — — — - - - - - - - - - - - - - - - - - - - - - — G •_ I I ( SHEAR WALL NOTES SZPTE OFti 1. SHEAR WALL LOCATNS ARE 2. S MPSON HOL OWNS AT EACH END NOTEDON KEY PLAN. PRLES�Gq�F� 1 PERFORATED SHEAR WALL PANEL. � _ I HD96+7/8DIA.BOLTS. n T 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN a4 " e e •. ,e_ I I ANCHORS EMBEDDED INTO FOUNDATION. 4. EMBED 7/8"DIA.ANCHOR 15"MIN. INTOSS�ONq�ED1G�N�Q "- -.• - - H - - - - - — =;_ — - - - - - - - - - —,- - — — — — — H I AT FOUNDATION. CHORDS ' I 5. UNO, DOUBLE UP WOOD FRAMING AT SHEAR WALL a•• e (I I SHEAR WALL PANEUSEOL LID END. ATTACHWOODSSTUDEACH I' I KINLIN RUTHERFORD ARCHITECTS PLLC TOGETHER WITH 1/4"x 3"SDS SCREWS AT 8"oc. INSTALL ANCHORS 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 A MINIMUM OF 5 FROM ENDS OF FOUNDATION NEW YORK,NEW YORK 10018 FAX:(775)582-1736 WALLS. G 6. PLYWOOD SHEATHING 19/32"(5/8") NAILED WITH 10d(COMMON WIRE NAIL SIZE) 10 MAY 2018 PERMIT SET AT 4 oc AT PANEL EDGES AND 6"oc AT FIELD NAILING TO INTERMEDIATE STUDS. 7. NO HORIZONTAL JOINT IN SHEATHING FOR A x I I I I I I MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING. Y I ( I 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES TOF SHEAR WALL, OFFSET O AON DIFFERENT FRAMING VERTICAL EDGES MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S I 1 I RECOMMENDATIONS. I I 0 SHEAR WALL LOCATION M 1 2 5 6 8 10 PLAN U DRN BY:JJS / RLB u 1 BASEMENT PLAN CHK BY: CCB / RLB 1/4" = 1'-0" S1 .2 PROJECT: 17186 DATE: 05/10/2018 4 EXISTING 3 9 (10 I I I 30'-4" I I I I V-6 5/8" PT POST I i 1 6x6 I 1 CONCRETE 1 I I S2.3 I S2.1 I FOUNDATION S2.2 I , PT (3)2x8 BELOW I I I _ - — - — - - - — - — - — - A IT- I -II - 11 -11 IIr - - - - - - - - - _ a IIII II it II II II II II 1 ! I If II If ii II it II II 11 II II II II III I I N IIII II it II II II II II I I II II II II II II II II II II II II II III I v III II IIO II II II II II I i II II II II II II II II II II II II II II I I `o i I II II II it II II II it II II II II It III I IIII II II -I{-►{I II II II I I I COL BLW BEAM BELOW I I IIII II II N II II II !! !! 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WqWALL STUD IIIIII I I LINO co 111 it II II II II II FF _Tj M (> __U J_ 1 (> (1 Ill_ (l 11 I 11 11 LSL FULL HEIGHTI I I III I I I I I I I I I I I I I I I I I I i t 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 t I I I I I I III 1 I I I I I 2x6 WOOD STUD(WALL III i I I I I I I i I I I I I I 11 III I I I I a � II II II II II II II II II II II II II II III I I I I I I I I I I I I I I I III I I i t I I I I I I I I I I 1 I I I I I I z I I I I I I I I I I 113/4"T&G PLYWOOD( I I I I I I I I I I I OPEN i t I I I I I I I I I i t III 11 11 I I I I I I i t I I I I I I I I I ° I I I I I I I I I I I I FLOOR SHEATHING( I I I I I I I I IIIco �III 11 II II II II II III 11 II II II II II II 1 II II II Q II II II II II II II II II II II II II II III (2) 1 314"x 71/4" _ U a. EXG COL PIPE1 LVL HEADER AT I I I I I I I I I T I I i t III I I I I I I i t I I I I I I I I I I I I I N I I i t I I I I I I I I I I I I I I I I I I I I I I I I III FIREPLACE UNIT+ STAIR OPENING ,� I I O i l I I i t x l �- I I I I III I I I I I I I I I I I I I I 1 i t I I I I o l l I I I I I I I I 11 I I BELOW I I I I I I I I I I I I III CHIMNEY — POST ` `L ipe3§ITD I I I I I I I I IPipe T Pip ST Pi 3ST PER ARCHITECT I ITf Tr ^f1 - 11- nn� nnI I 1 I nnI I I I nnI 1 I I 11 I I I 1 I I I 11 11 Q I 11 11 1 I 1 I �� R I I 11 11 I I 1 I 11 u, �I II II II II II II �I II �I II �! �I �I I II it II II II II II II II II II II I II II II II II II II II II II II II I Q 1 I I I 11- 71 - �I r - - - (,—I Irt - ,—I - I= i� t I-- I 1=-tom- 1=-I t-=�1�- t =-1 - t =� +— 11=-#-oo-n 1 C r_I_!_ JL _lL �1 � I I I EXG s° DEEP STEEL eEArt1 1 I I I I I I I I II iI or - — - - - �� JI _ IL �i1= IL 11 =(I - ( I I I II II II II II Ii II II II II II II II II II II II 1I o 1 a co �, =1 = 1 I - I -I = 1 I �1 ,_ ..II II 01 THIS AREA SHOWN I I _ I Ir _ ((- -y I -- I I I 7I I I I I �i I III I FIN FLOOR ECU-101"0 1 I I I I (2)I h 3/46d1171� LVt1l 11 I I I I I I I I I I I I 11 I I I I I I I I I FOR REFERENCE ONLY q l 1 I II,, SII " III I�. II. II, II I 1 I I I l I RELATIVE DATUM CARRYING BEAM '� J �I �'_ �� (2) 13/4"x 71/4"] f I ,3 1/2' I LVL BELOW 11 I I I I I I NEW STUD WALL I I I I I I I I I I I I I I I I I I I f l I I I I I I I I I I (3) 1 3/4"x 7 v4 1 w It i s I I X 11 i I I I I I I 111 X I I I I I I I I I I 1,I I �_xG cG �C 1 I I I I I I I I I I I I I 1.55E LSL COL 600, - FULL HT, TYP.I I I I 1I 11 IIIIIII II II —IIII —IIIIII M I li III I IIIIII —IIIIII--iIItI1 (I—I II II —IIII 11�OUN—DA11—TII II IONI1I1 WALL ALLtI IIi IIII _1II1 1II11 �i II1 IIIIIIII ►I III IIIIII FIIIIII IIIIII III III iII tII II III II II IIII iII tI III III III III —III II — IIIIII— N.O. .O. II II— IIIIII IIIII1I 1-III MM121x81NIIFILL BELOW U. CONC INFILL BETWEEN I, II II II it II II II II 10" D CASTILE I FRAMING+JOIST ROAD HOUSE IF,HANGERS 1 I I CONIC WALL Fishers Island,New YorkEXG STUDS AT AT FOUNDATION &CHIMNEY CONWALL BELOW FLOOR LEVEL I I 1 1 f V.I.F. 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