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HomeMy WebLinkAbout43275-Z o�si F J�,,, Town of Southold 7/18/2020 ?!� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41270 Date: 7/18/2020 THIS CERTIFIES that the'building ALTERATION Location of Property: Winthrop Dr,Fishers Island. SCTM#: 473889 Sec/Block/Lot: 9,10-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2018 pursuant to which Building Permit No. 43275 dated 12/5/2018 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: interior alterations to existing single-family dwelling as applied for. The certificate is issued to Harvey IV,Alexander of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. .43275 6/10/2020 PLUMBERS CERTIFICATION DATED AuthonzW Signatur K TOWN OF SOUTHOLD BUILDING_DEPARTMENT TOWN CLERK'S OFFICE oy. • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 'Permit#: 43275 Date' 12/5/2018 Permission is hereby granted to: Harvey, Elizabeth c/o Alexander Harvey IV 7304 Brightside Rd Baltimore, MD 212121011 To: construct interior alterations to existing single-family.dwelling as applied for. At premises located at: Winthrop Dr, Fishers Island SCTM # 473889 Sec/Block/Lot#9.-10-7 Pursuant to application dated 11/27/2018 and approved by the Building Inspector. To expire on 6/5/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.80 CO -ALTERATION TO DWELLING $50.00 Total: $352.80 B 'Idin ector Form No.6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0C' J6 _-045 New Construction: Old or Pre-existing Building: I,,,✓ (check one) Location of Property: Li 9141 \e"Il 14 aQ I)►', qf> GYM J_,Aand, House No. Street Hamlet Owner or Owners of Property: IX Suffolk County Tax Map No 1000, Section �'/� Block Lot 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: $ 4�0 Applicant Signature Of SOUr��l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 o roqer.richert(a�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Harvey Address: Winthrop Drive City: Fishers Island St: New York Zip: 6390 Building Permit#: 43275 Section: 9 Block: 10 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 11 Switches 3 Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment: 2-paddle fans, 3-under cabinet lights, 1-bath fan, 2-dish washers, 2-electric ovens, 1-gas cook top,5-combi nation GFCI/ARC fault circuit breakers Notes: kitchen and bath alterations on first floor Inspector Signature: _2Q tzi2 Date: J 4/C."' /0 2�Z� 81-Cert Electrical Compliance Form.xls -- 5000, OF SOUlyO� * * TOWN OF SOUTHOLD BUILDING DEPT. °ycouHn, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -���.•�2 .cv DATE INSPECTOR - "s\ 50, OF SO(/TyO� TOWN OF SOUTHOLD BUILDING DEPT. courm��� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [Vf-ROUGH PLBG. [ ] 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: DATE 9 INSPECTOR 5 �O�aOF$UUjyo� �y� # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE=& CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O t. REMARKS: DATE �g 1-12 INSPECTOR oF soulyO TOWN=017 SOUTHOLD-BUILDING DEPT. 765-1802 INS -PECTION [ ] FOUNDATION 1 ST [- ] ROUGH PL13G. [ ] FOUNDATION 2ND - [� � ]� IN UL-ATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL ` [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' --[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: C. D. DATE �3 ��' ' INSPECTOR -1 OF SOUlyolo ..TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ -]-,IN LATION/CAULKING [ ] 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 INSPECTOR J� 1 SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _ . .-INSPECTION [ FOUNDATION 1 ST [ ] RO GH PLBG. U. ] F UNDATION 2ND [ IN ULATIO HULKING FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE''RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATI N [ ] PRE C/O REMARKS: . -Z� - ooe CIO. DATE INSPECTOR ' I 1 • • 1COMMENTS FOUNDATION(1ST) 'FOUNDATION ( I .. nmrm ROUGH FRAMING& PLUMBVG INSULATION �I ENERGYSTATE . I Ef WAS EM091 AMR RAW � . , & % TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �J� Survey Southoldtownny.gov PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined .5 20 /6 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: n- Approved 20 `� Mail to: T6 Id lop pQ/71 4 t/ Disapproved a/c 1,1,&A I(A f*51wrg .--2 , 1j 7 Phone: 0tfb Expiration 20 &51- 611 U44 a— Bulq!LyIn ctor APPLICATION FOR BUILDING PERMIT Date C� W ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. '\ APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ' / I&q rsl(gr5 /54�, �Y (Maifing address of applicant) 4D to a , State whether applicant is owner,lessee agent,archi ct, ngin er,general contractor,electrician,plumber or builder Ole Mj UCirc.�i-&1_1 /_y Name of owner of premises Anevni '-/O xanak✓" - (As dn the tax roll or latest deed) If applicant is a corporation,si nature of duly authorized officer Ye.d_ d Goo ✓e /c/en (Name and title o corporate officer) Builders License No. �- 5u 5 75- Plumbers License No. ?lo(�)`) Electricians License No. "4 Other Trade's License No. 1. Location of lend on which proposed work will be done: �S�j ��a-n tl e m r. House Number Street Hamlet �y County Tax Map No. 1000 Section Block )O Lot T 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 ;l r b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear De th Height Number of Stories 0— &D (37ZA f6 E _ EX(s 77 Dimensions of same structure with alterations or additions: Front Rear Fbc) _ Depth Height Number of Stories 6 _,T /> w/ 8. Dimensions of entire new construction: Front N P . Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated / 12.Does proposed construction violate any zoning law, ordinance or regulation?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 Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO ✓ * 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"10 � T r-J(�Ycs� 1 d dlo, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the `=irnole- 0C;V14V_0_CA1y (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn Ofore me thi day of i 20 Notary Public Sigp4ure of Applicant Ua��LZZS� cr BUILDING DEPARTMENT-Electrical nos e�r,�-�� ��'� TOWN OF SOUTHOLD ( ( " ovg Town Hall Annex - 54375 Main Road Box 1179 Southold, New York 11971-09 FEB - 5 2019 4 ' '= Telephone (631) 765-1802 - FAX (631) 765-9502 roger,richert .town.southold.ny.us;� } D �.DE APPLICATION FOR ELECTRICAL INSPECTION TOE®1�'3® 6iD REQUESTED BY: —�,,i,� � Date: - Company Name: Name: l License No.: �g�y �/� _ email: Address: -10� Phone No.: JOB SITE INFORMATION: (All information Required) Name: Address: i Cross Street: Phone No.: BIdg.Permit#: r email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) �-�- Circle All That Apply: Is job ready for inspection?: YE NO �uh Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (Ali information required) Service Size 1 Ph 3 Ph Size: A #Meters _ Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected -Undergrounds-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formats �I zs 2�5 �� o�osuFFoc,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 N Z Southold, NY 11971-0959 Q • BUlLD1NG DEP�4RTMENT. - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: E-71 r zOL L �✓Lc /"I X �f.n o% ct,-mot Jam/ Location of Property: ��h`�J'1�u r S /3 -J��c C/ AJ Please take notice that the'-(check applicable line): New commercial,or.resid.ential structure 'Addition to existing commercial or residential structure Rehabilitation'to.•an existing commercial or residential.;structure to be,constructed o'r performed at the subject property reference above.will.utilize (check applicable.line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction{TC) in the following location(s) (check applicable line)- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FIR) Signature: Name (pers submitting this form): "fed I L. Idy . Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 1/2" The construction type STROKE designation shall be ccls 6611517 66111777 &CIV7eo.r CCV77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F» FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS F ccR�� ROOF FRAMING' 11FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES 4Scott A. Russell '0 Ir STORA�1 WA\T)ER SUPERVISOR NIANAGIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 p �r 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ky�o t}-C Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) i DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes .No (CI-IECK ALL THAT APPLY) i ❑["A. Clearing, grubbing, grading or stripping of land which affects more t than 5,000 square feet of ground surface. 1 ❑ B. Excavation or filling involving more than 200•cubic yards of material within any parcel or any contiguous area. - C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site-preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[ F: Installation of new or resurfaced impervious surfaces of 1,000 square ti 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. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, 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 Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: 0e.t—im DistrictNAME: �4arec �1d0 1 � �ar�,o Block Lot y�6yni" '/� ) [� FOR BUILDING DEPARTIN4EiNT USE OIt`L, Contact lnformau 1 Q )I' 5 71 V q/.)- /q .7elrylar.e�umEcri / R - p Reviewed By: l��V.1�t\,�P�c--11' Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — �07 ; It mac, ' Approved for processing Building Permit. 0 ����/�J `f-� Stormwater Management Control Plan Not Required. F� J- ,v� / a h�, Al ❑ Stormwater Management Control Plan is Required D(03gO ' (Forward to Engineering Department for Review.) 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File Name:RSM 1aNM KKNen NEW deft PSL POST USE STRONG DRIVE NEW 44 PSL POST I I I Z Q aeve Nm Pa90 i/( DO\VN TO BEAM FASTENERS DOWN TO BEAM W LU z BELOW.USE SST{pCZ BELOW,USE SST{PCZ ` Q POST LAP 13)DE 000G+7R BEAM POST CPP /�j UNOERWALLABOVE USE 11 SOS}a 3� 'r^■1� O _ ___ _ _ _ FASTENERS TO CONNECT s� FORTE_ }'a VFASTENERS NEWCOLUMNTOBEAM, Ir ..S.RE'-il2T PASSED TO CCNNECTNEW COLUMN TO NEW BEMA NOTREONRED, BEAM,TP, E)WTINGOOUBLEJUSTUNOER tl-1 - Smvtl Tbw hmninO,Flpwb 6forwaO aLwe WPLLABOW TO RFl- Z 3 pl—(a)2,10 Dpuglaa Rt-La-N..2 _ (n W � " Overall Lengi,h,,,,•15'4- 0 1 0 •m`".>�c""'s"",,.... ��s�.8.•.a:'' Ef051ING 9N05 14•y ISSUED FOR FULLY BLOCKED FULLYSLOCI(ED ® COLUMN COLUMN PERMIT uL,r�a2a�depllDmD�„tamrtMLp�t(m�Lor�e...p�,m�L�ar�pq,. I I I I I I N i 1 I I 1 De"nRasu1t8`"«.v:C',.•!ww aw-xv .-hasp" - w.a_Eme,mpw(vuYa}. srvw0a. /� E%ISTNGBEPM BENONG waeaxea tm. umer n�m r,>ml aiXt - Lwsmp wxoT,w:waaerea ONSTONEWALL E%ISTWG WOOD BFNa RENSION DATE: ALTEF3ATIONS TO DRAWING: t Ueaoran• 9sas w:av L—) °p°°`• !.Ymu(Rsn1 sssvarr sn9 papa(rss) num sPaeat .asp j 1.10.6.18 FOR REVIEW Imalct RO O1W Dr8' 0.I]5 AmN(Ua99.) - nt(m Spma / SLEEVED COLUMN rsa SLEEVED COLUMN CM 2.1D.10.16 FOR REVIEW ✓JbaEDalri 001011 0.750 �1 N411 - 10L mSPam SSTILC SST-LLC u.p �km:ua9®!manm•R. j COLUMN c 3.10.15.18 FOR PERMIT rw rasewnim[,eom�.pewmrawmxrceaaaeca:menv>.u.lmr,ecx CONCRETE FlLLEO PIPE CONCRETE FILLED PIPE .panvt eamam.vm�aawawm>•rm<Isra<�.wq..aem.,.a.. jCOLUMN 4.6.9.19 AS-BUILT DRAWINGS •AwLmtmXduwume<tmmws 6 ewln9taaTa-��+ •law.loeevrrntk.}t> �/ E%I511NG5TONEWALL p Sv9Pprts raq n prawma rhK' am«tne iwe bxaw 4 j� TO REMAM 'per ,a'A,'" '°A..p q..a ,mm Nv •: // �.:�,!:'•,q .-,,:n PHASE' J7�-E. OIL COLUMN BASE, -LOW COLUMN BASE. RIt! m r v� AT(ACHED PAAGE SEE ATfACHEO IMAGE D ursmiN•) 1srOw1 DI 5BAA5 EACH WAY 131 PSBARSEALH WAY lul rrnw) /�� NEW CONC.FOORNG NEW CONE.FOOTING ' Membat Notes -l- DRAWING NAME: PRE-MOLDED F]LLER PRE-MOLDED FILLER We arhae rsNe, � re�.aa• COIAPACTEDGRA4EL COMPACTED GRAVEL STRUCTURAL °am p�Y,�.Y ap p�Ym�m mY DRAWINGS �F—. TNICKE EW SLAB TO Lasprymmmsaawlw.a•mm,aa..wrn u*•awlmvmmp}ema sxe..eowam REMP)NUNG REOUVCOLUMN. ,(t NO FOOTNG REWIRED JOB k, i1822-HARVEV RESIDENCE /'� smmanrwnln wwm FlLE NAME a�mNYmrq 2 RUCTURAL ELEVATION @ NEW BEAM �� DRAIVN BY' D.AN, pATE IO.IS.IB G Scale 1/4=V-0„ CHECKED BY D.AN. SCALE AS NOTED 1 STAMP SHEET' Ism:•ma°$e1''•a"^' Drs t:iW1212D139-22 PM MC - TI US DOCUMENT.INCLUSIVIEOF TI IG IDEAS m of v,wa a,,.a m:.m®e"�in°t�"• rv[OWEevI.+,Bgx:Vl.).O.isL Data:W.i.a.2 AND DESIGNS INCORPORUNWIIIiREIN.IS ;Tam s«sq, Rk Name:Fginvs[sIaN KItOKn FURNISI IIO AL SrRVSTRUNg-Or S1 .1 Page l/3 ONTRACTOII TO VERIFY 111L.I.I. MILE P OPrR F SERVICEANU 12f:AiAINS TIIG DIMIiNSIONS IN III.FIELD SOLF:I'ItOP[It"1'Y OF 3(A D[SIGN I'LfIS.LLC [A�NI;IIE11IR I"ANYDISCREPANCIES AND IS NOT 10 I3E USED IN ITNERBEFORE OfIIERPROJECISWTIIIOUF I112EXPRrSS DING WIT.i WORK. WRI"ITI:NAUTIIORIL\TIONOf IIIii AItCl IITECI MEMBER REPORT PASSED GENERAL NOTES Second Floor Framing,Floor:Beam @ Kitchen Opening - - - - - 3 piece(s) 1 3/4"x 14" 2.0E Microllam@ LVL 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 DESIGN W/AMENDMENTS. a plu Overall Length: 14' 7" I 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE - - _ P _ SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER + I + T FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA 0 0 1 I - -1 KITCHEN 1 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. 1 10o I OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme, CT. EL CEILING HEIGHT111" I OWNER. dnoe@360designplus.com 14' 14'L0" II I R E V I S I O N S (617)-549-5457 E 4x6 PSL POST Qt�SPAN II NEW 4.6 PSL POST KEY DATE DESCRIPTION Do VN TO BEAM DOWN TO BEAM Q CONSULTANTS: W,USE SST-EPCZ I II BELOW,USE SST-EPC j All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. PO T CAP I I POST CAP Design Results Actual@ Location Allowed Result LDF Load:Combination(Pattern) System:Floor NEW LVL13EAA ABO (3)1 x�14�I"III2.OE Member T Drop Beam MICROLLAM L CON�T�;a5312 2 Member Reaction(Ibs) 8781 @ 14'S" 13781(3.50") Passed(64%) -- 1.0 D+1.0 L(All Spans) Use :' I (3�)@ 4"O.C.1 EACH SIDE II I Building Use:Residential Shear(Ibs) 7227 @ 13'1 1/2" 13965 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 - r Moment(Ft-Ibs) 29721 @ 7'7 5/8" 36387 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0,217 @ 7'3 1/2" 0.356 Passed(U787) 1.0 D+1.0 L(All Spans) - 10�-] 1/2" S-4 1�2" - - 4 Total Load Defl.(in) 0.502 @ 7'4 7/16" 0.712 Passed(L/341) 1.0 D+1.0 L(All Spans) 10 •Deflection criteria:U.(V480)and TL(L/240). \ _ / NEW ER JOIST - - HANGER SST-HU2103 ¢J •Top Edge Bracing(Lu):Top compression edge must be braced at 8'9"o/c unless detailed otherwise. USE STRONG DRIVE LL u- - - •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'7"o/c unless detailed otherwise. FASTENERS (9 F¢ _ _ 11 Bearing Length Loads to Supports(Ibs) 1 _ _ _ _ _ o¢0 LEGEND: Supports Total Available Required Dead Floor Live Total Accessories - - 1 ��� ® STUD WALL 1-Column-PSL 3.50" 3.50" 2.07" 4417 3719 8136 None L - J _ _ _ J 2-Column-PSL 3.50" 3.50" 2.23" 5062 3719 8781 None NOTE: PROVIDE(3)JACK STUDS Multiple Member Connections @ GSTII EW�W/(2) ALL DIMENSIONS TAKEN FROM FACE - - OF STUD UNLESS NOTED OTHERWISE Type Location I Fastener I Placement Rows O.C, #of Fasteners Details Uniform 0 to 14'7" 1 Strong-Drive@ SIDS Screw SDS25312(3-1/2") 1 Both Sides 2 24" - L17 NEW BEAM NOT REQUIRED, EXISTING DOUBLE JOIST UNDER Dead Floor Live WALL ABOVE TO REMAIN Loads Location(Side) Tributary Width (0.90) (1,00) Comments 0-Self Weight(PLF) 0to14'7" N/A 21.5 - STRUCTURAL PLAN @ NEW BEAM 1-Uniform(PSF) 0 to 14'7"(Front) T S" 12.0 40.0 Default Load I 1 2-Uniform(PSF) 0 to 14'7"(Back) 5'4" 12.0 40.0 Default Load Scale 1/4 = I t-OII 3-Point(Ib) 10'7 1/2"(Top) N/A 1379 - 4-Uniform(PLF) 0 to 14'7"(Top) N/A 3B1.0 Member Notes Beam located where wall is removed at existing kitchen Weyerhaeuser Notes 14'-0" Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator susTcINABLE FORESTRY,"JRIATIVE NEW LVL BEAM ABOVE(3)1 a'x 14"2.0E MICROLLAM LVL CONNECT W/SDS25312(3?)@ 24 O.C.EACH SIDE Weyerhaeuser ForteWEB Software Operator Job Notes Designed: 10/12/2018 4:34:13 PM UTC NEW 2x10 JOIST HANGER z David New Beam For Fishers Island Kitchen.Including (61 Design Plus support for wall above on second Boor. ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 SST-HU210-3 Z 0 (617)549-5457 POST dnoe@360designpius.com File Name: Fishers Island Kitchen fBELOW, T USE STRONG DRIVE 4x6 L Page 1/1 FASTENERS DOWN TO BEAM j z 9 EPCZ BELOW,USE SST-EPCZ(3)2x10 DUG-FIR BEAM POST CAP Q UNDER WALL ABOVE U) [USE(4)SDS 4"x 3 2" 0 STENERS TO CONNECT co USE(4)SDS 4"x 4"FASTENERS NEW COLUMN TO BEAM, MEtw1BER REPORT PASSED TO CONNECT NEW COLUMN TO NEW BEAM NOT REQUIRED, TYP. W Second Floor Framing,Floor Joist for wall above BEAM,TYP. EXISTING DOUBLE JOIST UNDER = z 3 piece(s)2 x 10 Douglas Fir-Larch No.2 WALL ABOVE TO REMAIN H Overall Length: 15 4" 0 0 ;r EXISTING 2X10'S 14' 9" � ISSUED FOR: FULLY BLOCKED FULLY BLOCKED a ® COLUMN COLUMN-1 PERMIT All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. I H H H H Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor / EXISTING BEAM BEARING Member Reaction(Ibs) 1360 @ 2" 6328(2.25") Passed(21h ° ) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam ,'i ON STONE WALL EXISTING WOOD BEAM REVISION DATE: ALTERATIONS TO DRAWING: , l Shear(Ibs) 1188 @ 1'3/4" Buiding Use:Residential 4995 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 j' j 1. 10.6.18 FOR REVIEW Moment(Ft-Ibs) 5059 @ 7'8" 5294 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.128 @ 7'8" 0.375 Passed(L/999+) 1,0 D+1.0 L(All Spans) SLEEVED COLUMN CAP SLEEVED COLUMN CAP 2. 10.10.18 FOR REVIEW Total Load Defl.(in) 0,431 @ 7 8" 0.750 Passed(L/417) 1.0 D+1.0 L(All Spans) SST-LLC SST-LLC •Deflection criteria:LL(U480)and TL(L/240). 3. 10.15.18 FOR PERMIT •Top Edge Bracing(Lu):Top compression edge must be braced at 8'8"o/c unless detailed otherwise. / CONCRETE FILLED PIPE CONCRETE FILLED PIPE •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'3"o/c unless detailed otherwise. ;j' COLUMN COLUMN 4. 6.9.19 AS-BUILT D RAW I N G S •Applicable calculations are based on Nos. EXISTING STONEWALL Bearing Length Loads to Supports(Ibs) $UppOttS Total Available Required Dead Floor Live Total Accessories TO REMAIN 1-Stud wall-DF 3.50" 2.25" 1.50" 969 409 1378 1 1/4"Rim Board / �� / 2-Beam-LVL 3.50" 3.50" 1.50" 970 409 1379 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. '«.g+,.;�;,'�w •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. , Dead Floor Live F - PHASE: Tributary Width / LOLLI COLUMN BASE, "'""" '""'"w' LOLLI COLUMN BASE, Loads Location(Side) y {0.90) {1.00) Comments / (1 0-Self Weight(PLD 1 1/4"to 15'4" N/A 10.6 SEE ATTACHED IMAGE SEE ATTACHED IMAGE 1-Uniform(PSF) 0 to 15'4"(Top) 1'4" 12.0 40.0 Default Load (3)#5 BARS EACH WAY (3)#5 BARS EACH WAY CDS 2-Uniform(PLF) 0 to 15 4"(Top) N/A 100.0 NEW CONC.FOOTING NEW CONC.FOOTING Member Notes Floor Joist/Beam for wall above after entry wall is removed I DRAWING NAME: PRE-MOLDED FILLER PRE-MOLDED FILLER Weyerhaeuser Notes �-COMPACTED GRAVEL COMPACTED GRAVEL STRUCTURAL �' 2'-6" Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at DRAWINGS Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. EXISTING THICKENED SLAB TO The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator REMAIN UNDER NEW COLUMN, DRAWING NOTE: NO FOOTING REQUIRED REVISIONS NOTED ARE TO THE BEST OF JOB#: #1822-HARVEY RESIDENCE 360 DESIGN PLUS'S KNOWLEDGE AS INDICATED.A FIELD OBSERVATION WAS FILE NAME: # SUSTAINABLE FORESTRY INITIATIVE MADE DURING THE END CONSTRUCTION Weyerhaeuser STRUCTURAL ELEVATION @ NEW BEAM TO REVIEW ANY ALTERATIONS TO THE DRAWINGS. DRAWN BY: D.A.N. DATE: 10.15.18 Scale 1/4 - 1 l_011 CHECKED BY: D.A.N. SCALE: AS-NOTED TA �� p ARC SHEET: ForteWEB Software Operator Job Notes Designed: 10/12/2018 4:20:22 PM UTC THIS DOCUMENT,INCLUSIVE OF THE IDEAS David New Beam For Fishers Island Kitchen.Including AND DESIGNS INCORPORATED HEREIN IS V' AND ' 360 Design Plus support for wall above on second floor. ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 Q v�- (617)549-5457 FURNISHED AS AN INSTRUMENT OF A dnoe@360designplus.com File Name: Fishers Island Kitchen CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE Ir S1 . 1 Page 1/1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS LLC # �' AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN - TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS (P 'z" PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT "9�.F 04 1399 �0� 6 ' uE51GN FLU5 .,, LLC cl 5 ar hit tural 5CrViCe 16j n 4 5tonewood Drive , Old Lyme , CT OG37 I www . 360de5l n IU5 . Com dnoe 360de51 n IU5 . Com t 6 17) 549 - 5457 PROPOSED RENOVATION5 TO THEO HARVEY RE51DENCE FOR PERMIT -B -K 15 OC'n"O" 2018 G Pv OAti W ELECTRICAL ,�°Fo3s� 0Q� � APPROVED AS NOTED INSPECTION REQUIRED : N E� W DISL D NEW YO ATE: 5 B.P. 9 S FIS NOTIFY BUILDING DE L E fl-ROF WINT '"" FEE: BY ' PART ENT AT W 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: FOR POURED CONCRETE Q 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST W OBEFR ER. ALL CONOSTRUCTIOo SHAOLL MEET THE LOCATION MAP REQUIREMENTS OF THE CODES OF NEW TRUSS PLACAR®IP�G REQ+JIfi�� RK STATE. NOT RESPONSIBLE FOR EX I E AND A L EXA N D E R H A R DESIGN OR CONSTRUCTION ERRORS. WINTHROP DRIVE (10 z 0 FISHERS ISLAND NEW YO RK COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE NEW YORK STATE & TOWN CODES CERTIFICATE OF OCCUPANCY Q AS REQUIRED AND CONDITIONS OF r SOLDER USED IN WATT" = 0 SUPPLY SYSTEM CANNOT z CONTRACTOR: XD EXCEED 2/10 OF 1% LEAD. WAUZ s<C� DARED TOLDO EC--� . .. THE TOLDO COMPANY ` . . ..:=. _ as,�1„s,s�dr�VA��., D � [sfaadTlcatre OPO BOX164 OCCUPANCY OR T���I�G 6�=G� : .�n(Nd Ferry District(;') o FISHERS ISLAND, NY l};F iS UNLAWFUL `:THOU"" CERTIFICATE JC�} §t45 7 G✓ ` V 06390 OF OCCUPANCY six.r, r,1s[ rdsc6c r: 00 t � . RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 z OF THE TOWN CODE. GENERAL NOTES SECTION R314 SMOKE ALARMS SILL 36" SILL 36" SILL 36' SILL 36" R314.1 Smoke detection and notification.All smoke 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WINDOW 60" WINDOW 60' WINDOW 60" WINDOW 60" alarms shall be listed and labeled in accordance with UL 217 NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 _ and installed in W/AMENDMENTS.accordance with the provisions of this code DN - DN and the household fire warning equipment provisions of 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE (DE'S9N-L plu I I NFPA 72. J I — — — I NFPA Smoke detection systems.Householdfire alarm systems installed in SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER accordance with NFPA 72 that include FOR RESOLUTION PRIOR TO START OF WORK. I I EXISTING DOOR + smoke alarms,or a combination of smoke detector and audible notification David A. Noe AIA HEIGHT6'-1o• L 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS device installed as required by this section for I DEN DW smoke alarms,shall be permitted.The household fire alarm OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE 4 Stonewood Dr.SILL52" 103 OWNER. ® ° I KITCHEN I— — SILL system shall provide the same level of smoke detection and Old Lyme CT. WINDOW 44" ° I 100 I WINDOW 44" alarm as required by this section for smoke alarms.Where a CEILING HEIGHT111" I CEILING HEIGHT111" ° household fire warning system is installed using a combination of smoke R E V I S I O N S dnoe@360designplus.Com °— detector and audible notification device(s),it (617)-549-5457 shall become a permanent fixture of the occupancy and KEY DATE DESCRIPTION I I owned by the homeowner.The system shall be monitored by I— an approved supervising station and be maintained in accordance with 1 30•WALL DN NFPA 72. CONSULTANTS: L — 36'FRIG. Exception:Where smoke alarms are provided meeting the 22 — — — — requirements of Section R314.4. — — — — R314.3 Location.Smoke alarms shall be installed in the following locations: 3 DN_ 1. In each sleeping room. — — 2. Outside each separate sleeping area in the immediate — — vicinity of the bedrooms. — — 3. On each additional story of the dwelling, including — — basements and habitable attics but not including crawl ENTRY — — spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening 101 door between the adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than — — — — one full story below the upper level. — — FAMILY — — R314.3.1 Alterations, repairs and additions.When 102 — — alterations,repairs or additions requiring a permit occur, CEILING HEIGHT 111" or when one or more sleeping rooms are added or created — — — — WINDOW 44" in existing dwellings,the individual dwelling unit shall be WINDOW 44" WINDOW SILL52" _ _ _ _ " equipped with smoke alarms located as required for new dwellings. 15 RISERS @ 8 15 RISERS @ 8;" Exceptions: UP 14 TREADS @ 1U' 14 TREADS @ Io• — 1. Work involving the exterior surfaces of dwellings,such as the replacement of roofing or siding, or the addition or replacement of windows or doors,or the addition of a porch or deck,are DN exempt from the requirements of this section. 2. Installation,alteration or repairs of plumbing or EXISTING DOOR SILL 27" SILL 27" SILL 27" SILL 27" EXISTING DOOR mechanical systems are exempt from the requirements of this section. HEIGHT 8'-0" WINDOW 70" WINDOW 70' WINDOW 70" WINDOW 70" HEIGHT 8'-W R314.4 Power source. Smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source,and when primary power is EXISTING FLOOR PLAN interrupted,shall receive power from a battery.Wiring shall I be permanent and without a disconnecting switch other than Scale 1/4 = 1 I-ou those required for overcurrent protection. Exceptions: 1. Smoke alarms shall be permitted to be battery operated when installed R308.4.2 GLAZING ADJACENT TO DOORS in buildings without commercial GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL power. BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE 2. Hard wiring of smoke alarms in existing areas shall OF THE GLAZING IS LESS THAN 60 INCHES(1524 MM)ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I not be required where the alterations or repairs do w }- 1.WHERE THE GLAZING IS WITHIN 24INCHES(610 MM)OF EITHER SIDE OF THE DOOR IN not result in the removal of interior wall or ceiling z THE PLANE OF THE DOOR IN A CLOSED POSITION. finishes exposing the structure, unless there is an Z 2.WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN attic,crawl space or basement available which could Q A CLOSED POSITION AND WITHIN 24 INCHES(610 MM)OF THE HINGE SIDE OF AN W IN-SWINGING DOOR, provide access for hard wiring without the removal z of interior finishes. Q R314.5 Interconnection.Where more than one smoke alarm is required to be installed within an individual dwelling unit (f) SUNROOM inaccordance with Section R314.3,the alarm devices shall be O — interconnected in such a manner that the actuation of one Qrr U) 105 alarm will activate all of the alarms in the individual unit. EXTENT OF NEW WORK NOT MEASURED — EXTENT OF NEW WORK — — Physical interconnection of smoke alarms shall not be LIJ SILL 36" EXISTING EXISTING DOOR required where listed wireless alarms are installed and all 7 WINDOW 60• WINDOW TO TO REMAIN Z 6'-3" REMAIN SILL 36" SILL 36" SILL 36" alarms sound upon activation of one alarm. _ U) WINDOW 60" WINDOW 60" WINDOW 60• Exception: Interconnection of smoke alarms in existing H DN DN EXISTING CHASE areas shall not be required where alterations or repairs do J 2•_3" EXISTING DOOR �_g" o not result in removal of interior wall or ceiling finishes TO REMAIN -I exposing the structure, unless there is an attic,crawl space m — _ PA RY BROO or basement available which could provide access for O BATH o ca _ 2'-0" 4'-g" 4'-0"� 2'-g" UNDER COUNTER interconnection without the removal of interior finishes. : S WASHER AND 36" 104 EXISTING ASONR = : DRYER SECTION R315 FREESTANDING N 10 'n CHIMNEYTOR IN `D to E 1"3 w VANITY, — ;�, ;� = DRYER CARBON MONOXIDE ALARMS CENTERED s I DEN I 2'-0" `0 I R315.1 Carbon monoxide alarms. For new construction,an wiNoow ° E 'S w 103 — 5'_4" `n I SILL 52" approved carbon monoxide alarm shall be installed outside of ° " N CLG.HEIGHT 111° F_ o WASHER WINDOW 44" each separate sleeping area in the immediate vicinity of the W NDOW 44" I DW I I I I bedrooms in dwelling units within which fuel-fired appliances are installed ISSUED FOR: EXISTING 36' RIG. N and in dwelling units that have attached WINDOW To EXISTING OOD L — JI L_ — — REMAIN,SEE BURNING TOVE TO I I garages. PERMIT R308.4.5 I REMAIN I I I ° ® II �, KITCHEN R315.2 Carbon monoxide detection systems.Carbon monoxide detection o �" `o `� ° N 10o systems that include carbon monoxide detectors and audible notification PREFAB I I I II CEILING 1EIGHT 111" DN appliances, installed and 0 NEW BARN DOOR @ SHOWER shleves �; 30" AL I— — —II maintained in accordance with this section for carbon monoxide alarms and ENCLOSURE EXISTING OPENING NEW BEAM A OVE TRASH o� _ _ _ _ I —OVEN _ _ — + — — I� I NFPA 720,shall be permitted.The carbon (REVISION DATE: ALTERATIONS TO DRAWING: — _- — — — — — — monoxide detectors shall be listed as complying with UL INFILL WALL 24687WALLAS 1 , " DN 2075. Where a household carbon monoxide detection system 1. 10.6.18 FOR REVIEW 4-0 3-0 — — is installed, it shall become a permanent fixture of the occu2012 INTERNATIONAL RESIDENTIAL CODE@ 63 2. 10.10.18 FOR REVIEW cLosET O \ os g�_p" �4 — — BUILDING PLANNING3. 10.15.18 FOR PERMIT 4'-0 3 pancy,owned by the homeowner and shall be monitored by RA I — — — — I an approved supervising station. DOOR = Exception:Where carbon monoxide alarms are installed II I I — — meeting the requirements of Section R315.1,compliance `-1 L — _ — _ — with Section 3 15.2 is not required. — — �1'-9" 2'_6" L1'-9" — — R315.3 Where required in existing dwellings.Where work requiring a permit occurs in existing dwellings that have — — — — — — attached garages or in existing dwellings within which fuelfired _ _ appliances exist,carbon monoxide alarms shall be provided in accordance with Section R315.1. (PHASE: R315.4 Alarm requirements.Single-station carbon monoxide alarms shall be SILL52" FAMILY o DINING ROOM _ _ SILL52" listed as complying with UL 2034 and WINDOW 44" 102 I 102 WINDOW 44" shall be installed in accordance with this code and the manufacturer's CIDS _ 15 RISERS @ 8 CEILING HEIGHT 111 00 TABLE SHOWN IS FOR _ installation instructions. UP 14 TREADS @ 10 REFERENCE ONLY 151 TREADS @$0" ENTRY N DRAWING NAME: 101 DN LEGEND: ® STUD WALL EXST. / PROPOSED EXISTING DOOR SILL 27" SILL 27• SILL 27" SILL 27" EXISTING DOOR WOOD HEADER SCHEDULE HEIGHT8'-0" WINDOW 70" WINDOW 70• WINDOW 70" WINDOW 70" HEIGHT8'-0" NOTE: FLOOR PLANS ALL DIMENSIONS TAKEN FROM FACE ROUGH OPENING HEADER JACK STUDS KING STUDS NOTE: OF STUD UNLESS NOTED OTHERWISE ,SOB#: #1822-HARVEY RESIDENCE WIDTH SIZE EACH SIDE EACH SIDE SMOKE ALARM REQUIREMENTS FRAME WINDOW AND SEE SECTION R314 fOR (FILE NAME: (DRAWN BY: D.A.N. DATE: 10.15.18 UP TO 3'-7" (2)-2x6 2 1 EXISTING DWELLING DURING ALTERATIONS OF AN @ NLESS NOTED OTHERWISE 3'-8"TO 4'-6" (2)-2x8 2 'CHECAED BY: D.A.N. SCALE: AS NOTED NOTE EXTERIOR WALLS TO BE 4'-7"TO 5'-6" (2)-2x10 OR (3)-2x8 2 2 2xG UNLESS NOTED OTHERWISE S R RCy/ SHEET: 5'-7"TO 6'-5" (2)-2x12 OR (3)-2x10 2 2 2 PROPOSED FLOOR PLAN AND INTERIOR WALLS TO BE 2x4 THIS DOCUMENT,INCLUSIVE OF THE IDEAS O� 1D N UNLESS NOTED OTHERWISE AND DESIGNS INCORPORATED HEREIN,IS !� `''5v O� Scale 1/4 - 1 I-0II FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE y A1 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN N - TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS j� Oq 0399 O� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 0 .( GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 PAINTED MOISTURE RESISTANT PAINTED MOISTURE RESISTANT—N., W/AMENDMENTS. DESIGNS plu GYP.WALLBOARD; BENJAMIN GYP.WALLBOARD; BENJAMIN 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE MOORE AURA BATH AND SPA. MOORE AURA BATH AND SPA. EQUAL EQUAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER COLOR BY OWNER COLOR BY OWNER FOR RESOLUTION PRIOR TO START OF WORK. EXISTING WINDOW TO PAINTED WOOD TRIM David A. Noe, AIA REMAIN, NEW PAINT. PREP MATCH EXISTING PROFILE 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE AS REQUIRED NEW SOLID CORE POCKET OWNER. Old Lyme, CT. EXISTING PLUMBING DOOR, MATCH EXISTING dnoe@360designplus.com CHASE TO REMAIN DOORS IN THE HOUSE NEW TRIM, MATCH REVISIONS (617)-549-5457 EXISTING z KEY DATE DESCRIPTION Ql CONSULTANTS: NEW FAUCET, BY OWNER 24" TOWEL BAR —ILL z NEW 36"FREESTANDING N VANITY, BY OWNER 1 -10 1/2" Q w of Z,,` 3 NOTE: O PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL o � 0 BARS,HOOKS AND I g HOLDERS o PAINTED WOOD BASE M _ N TRIM MATCH EXISTING PROFILE z INSTALL NEW PANASONIC SILL 36" BATHROOM VENT W/6" NOTE: TO DEN/OFFICE Q WINDOW 60" DUCT.VENT TO EXTERIOR PROVIDE SOLID BLOCKING I -0" EXISTING WINDOW TO 1 -g AS REQUIRED FOR ALL L 3 REMAIN " NEW BASE TRIM MATCH BARS, HOOKS AND PREFABRICATED SHOWER BASE. 6-3 HOLDERS I EXISTING COORDINATE ROUGH OPENING W/ xMti..._.. .� MANUFACTURES REQUIREMENTS AND RECOMMENDATIONS DN SOUTH ELEVATION ROOM #104 1 WEST ELEVATION ROOM #104 NEW COMFORT HEIGHTir TOILET � p 2co 0 z SCALE: 1/2"=1'-0" A5.1 SCALE: 1/2"=1'-0" A5.1 �. m F- z 2 Lu > (D � Ir J W X O � OW2 Wf— e `vW0 O N (nu- i BATH 36"FREESTANDING F 1(4 VANITY,CENTERED WOOD FLOOR ¢O EXISTING WINDOW TO UNDER WINDOW REMAIN S 0 g PAINTED MOISTURE RESISTANT GYP.WALLBOARD; BENJAMIN NEW PAINTED WINDOW 0 MOORE AURA BATH AND SPA. TRIM, MATCH EXISTING (� O E AS W o o DEN COLOR BY OWNER PROFILE L N O CLG.HEIGHT 111" EQUAL EQUAL 0 a 0 ol LJJ PAINTED GYP.WALLBOARD; SILL 52" � z PREFABRICATED SHOWER BENJAMIN MOORE AURA BATH WINDOW 44" " EXISTING WINDOW TO 3 1 2 z ENCLOSURE AND SPA.COLOR BY OWNER REMAIN,SEE R308.4.5 5I-1 / 10 1/2 Cui ) z PREFABRICATED SHOWER EXISTING PLUMBING > Z DOOR CHASE TO REMAIN (D Q d z 4"SHOWER CURB _N a- u) SHELVES, DEPTH OF TOWEL ¢ -11" > NEW 36 FREESTANDING ;n \ VANITY BY OWNER PREFAB SHOWER -CD CD 0 it � fD U) ' \\ DOOR,0 COOR.W/ o igIM i \ SHOWER BASE AND + W \ z WALLS �- \ X GFI shleves U)_I — ' w bj °o PREFAB SHOWER `�i � NEW TOILET, NEW TOILET ENCLOSURE,W/ ILLNEW TOILET \` `� PREFABRICATED WALLS COMFORT HEIGHT INFILL WALL cn \ " NOTE: \ `4 SHOWER CURB PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL GENERAL NOTES: NOTE: BARS,HOOKS AND PROVIDE BLOCKING HOLDERS COORDINATE OUTLETS WITH BACKSPLASH, TOP OF OUTLETS OVER THE AS REQUIRED FOR COUNTERTOP TO BE 44" ABOVE FINISH FLOOR. SEE ELECTRICAL ALL MOUNTING IN ISSUED FOR: 50-0" S-0" S-0" L DRAWINGS FOR PLUG AND SWITCH LOCATIONS BATHROOM PREFABRICATED SHOWER BASE. BATHROOM LAYOUTS ARE FOR BIDDING PURPOSES ONLY, CONTRACTOR PERMIT COORDINATE ROUGH OPENING W/ TO VERIFY ALL DIMENSIONS IN FIELD BEFORE ORDERING CABINETRY, TYP MANUFACTURES REQUIREMENTS AND RECOMMENDATIONS NORTH ELEVATION ROOM #104 3 EAST ELEVATION ROOM #104 4 ENLARGED PLAN ROOM #104 5 REVISION DATE: ALTERATIONS TO DRAWING: 1. 10.6.18 FOR REVIEW SCALE: 1/2"=V-0" As.1 SCALE: 1/2"=I'-o" As.l SCALE: 1/2"=I'-o" A5.1 2. 10.10.18 FOR REVIEW 3. 10.15.18 FOR PERMIT F I N I S H S C H E D U L E PHASE: ROOM # NORTH EAST SOUTH WEST FLOOR CEILING REMARKS CIDS PTD.GYP./ PTD.GYP./ SAND AND REFINISH 360 DESIGN PLUS IS TO TOILET 105 PREFABRICATED PREFABRICATED PREFABRICATED EXISTING FIR FLOOR. BE HELD HARMLESS FOR SHOWER PTD.GYP. CONTRACTOR TO PROVIDE PTD.GYP. FLOOR FINISH ENCLOSURE ENCLOSURE ENCLOSURE @ @ SHOWER @ SHOWER WATERPROOF FLOOR BATHROOM DRAWING NAME: FINISH INTERIOR ROOM FINISH SCHEDULE ROOM #105 ELEVATIONS JOB#: #1822-HARVEY RESIDENCE SCALE: 1/2"=1'-0" A5.1 FILE NAME: DRAWN BY: D.A.N. DATE: 10.15.18 CH C ED BY: D.A.N. SCALE: AS NOTED ST RD AR SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS AND DESIGNS INCORPORATED HEREIN,IS �� L -�0� FURNISHED AS AN INSTRUMENT OFN CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE c� A5 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN N TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT ���0 040399 �O� GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 3- 6 PAINTED GYPSUM 3'-6" NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 WALLBOARD W/AMENDMENTS. DES1GNwpLvpIU, 1x PAINTED TRIM,TYP. 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA EXISTING WINDOWS TO K' K' 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. REMAIN, RE-PAINT. ALL OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE OWNER. Old Lyme, CT. dnoe@360designplus.com co REVISIONS (617)-549-5457 M � z KEY DATE DESCRIPTION w CONSULTANTS: o Qz co cm ....... DE ..... ......... PAINTED CABINETRY W/ : IN- d I il I BEASTILES RAILS AND o o D O 0 O UNDER COUNTER WASHER AND W DRYER,INSTALL = CD PER o a D o MANUFACTURERS M z BROOM REQUIREMENTS PANTRY CLOSET11 AND W RECOMMENDATIONS O¢ UD TO SUNROOM 1 4- 2'-6" 2'-3" L 2'-3" L 2'-9" NOTE: 27"BASE CABINET W/ COORDINATE CABINETRY NOTE: NOTE: FILLER AS REQUIRED W/NEW UNDER COUNTER CABINET SIZES ARE FOR CONTRACTOR TO PROVIDE WASHER AND DRYER BIDDING PURPOSES ONLY; SHOP DRAWINGS TO CONTRACTOR TO VERIFY ARCH.OF ALL CABINETS ALL SIZES PRIOR TO PRIOR TO ORDERING ORDERING. SOUTH ELEVATION ROOM #104 1 WEST ELEVATION ROOM #104 2 SCALE: 1/2"=1'-0" A5.2 SCALE: 1/2"=1'-0" A5.2 F I N I S H S C H E D U L E 2'-9" 3'-3" 4'-0" W NEW BEAM, SEE ROOM # NORTH EAST SOUTH WEST FLOOR CEILING REMARKS STRUCTURAL NOTES w N Z TOILET 105 GYPSUM GYPSUM GYPSUM M z o N/A WALLBOARD/ WALLBOARD/ WALLBOARD/ SAND AND REFINISH CABINETRY/ CABINETRY/ CABINETRY/ EXISTING FIR FLOOR PTD.GYP. W z TILE TILE TILEUE1 Q J I o- �_ 1 - rh O I-00 O 00 ¢ U) w w ROOM FINISH SCHEDULE ROOM #105 30" WALL z = A5.1 I OVEN ............. CD SCALE: 1/2"=1'-0" (� I I z I I W I I I 30" WALL I o I OVEN I I I s I I = o L J o o i 36"FRIG. ISSUED FOR: 3'-3- 3'-6" P E R M I T NOTE: NOTE: SHALLOW BASE CABINET SIZES ARE FOR CONTRACTOR TO PROVIDE CABINET BIDDING PURPOSES ONLY; SHOP DRAWINGS TO CONTRACTOR TO VERIFY ARCH.OF ALL CABINETS ALL SIZES PRIOR TO PRIOR TO ORDERING REVISION DATE: ALTERATIONS TO DRAWING: ORDERING. 1. 10.6.18 FOR REVIEW 2. 10.10.18 FOR REVIEW EAST ELEVATION ROOM #104 3 3. 10.15.18 FOR PERMIT SCALE: 1/2"=1'-0" A5.2 PHASE: CIDS DRAWING NAME: INTERIOR ELEVATIONS JOB#: #1822—HARVEY RESIDENCE FILE NAME: DPAWN BY: D.A.N. DATE: 10.15.18 C E CKED BY: D.A.N. SCALE: AS NOTED IeR D q SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS V I RC AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE W c� A5 . 2 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS LLC = AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS '`="=-'F v PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT F0 '0399 OQ� LIGHTING FIXTURE SCHEDULE SUNROOM GENERAL NOTES KEY TYPE MANUF. MODEL REMARKS io5 NOT MEASURED 301 ESN' 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITHRECESSED LED PHILIPS L3 RDW INSULATION CONTACT NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015W/AMENDMENTS. plu O DOWNLIGHT LIGHTOLIER COORDINATE TRIM W/OWNER AND ARCH. DN 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE BATH GFI SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER DECORATIVE GFI DN SUPPLIED BY TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND 1oa I Z � � � � Z � FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA O SEMI-FLUSH — _L — — _j � — — OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. — PENDANT ¢= EQUAL AL =le 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. C SURFACE MOUNTED SUPPLIED BY TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND Cv, A` _ 104 _ — _ _ i Uj Z GFI OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme CT. O CLOSET FIXTURE OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. GFI I / GFI � f1 A A I dnoe@360designplus.com 1, GFI I PROVIDE R E V I S I O N S (617)-549-5457 PANASONIC VARIES VENT TO EXTERIOR-IN WALL FIXTURE,SEPARATELY SWITCHED, 1 �K D DEN _j — K TCHEN FEEDS FOR D FAN/LIGHT FIXTURE gy SQFT LIGHT/FAN CONTRACTOR TO VERIFY MODEL,SUPPLIED AND INSTALLED ° ® V FAN/LIGHT 103 = 100 O COMBO c3 REQUIRED KEY D FEED FOR w I FEED FOR I w CEILI G HEIGHT 111' BY MANUF. ATE DESCRIPTION CLG.HEIGHT 111" TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND FRIG EQU L L DW UAL — — CONSULTANTS: O WALL SCONCE BY OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. TO NOTE: c', REMOVE ALL EXISTING ELECTRIC Q co BASEBOARDS AND INSTALL NEW BASE TRIM I ® I SID 2 F PENDANT LIGHT BY OWNER TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND TO MATCH EXISTING @ RM 103 DEN A I ° A "42A� DN OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. XFIXTURE 24 v shleves FEE FO 11--1-- --}- - /,i/.i' TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND — � G CEILING FAN BY OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. w — — — = w — + a EQUAL GFI EQUAL I _ DN I GFI — — LIGHTING FIXTURE SCHEDULE A A A/ SCALE: 1/4"=1'-0" E1.1 DIRECT TV NOTE: \ ¢ HOOK-UP COORDINATE ALL��((✓✓IFI LOCATIONS 1 w GFI / 1 STAIRUNDE AND CABLE LOCAI�ON5 W1 I GFI I — — OWNER AND ARCH IN THE L — ___ ____ — J — — FIELD ' / PROVIDE FEEDS FOR / — - - — G / G COOKTOP SECTIONE3902 - - GROUND-FAULT AND ARC-FAULT CIRCUITINTERRUPTER / EQUAL EQUAL EQUAL PROTECTION i E3902.1 Bathroom receptacles.All 125-volt, single-phase, / FAMILY 15-and 20-ampere receptacles installed in bathrooms shallE 102 —have ground-fault circuit-interrupter protection for personnel. — — B NOTE: DINING ROOM — — E3902.2 Garage and accessory building receptacles.All UP 1 CEILING HEIGHT 111" REMOVE ALL EXISTING ELECTRIC 102 125-volt, single-phase, 15-or 20-ampere receptacles installed BASEBOARDS AND INSTALL NEW BA5E TRIM n' in garages and grade-level portions of unfinished accessory TO MATCH EXISTING. REMOVE ALL WALL ENTRY 'VSCONCES AND MIRRORS @ NORTH WALL r 101 buildings used for storage or work areas shall have groundfault OF FAMILY ROOM 102 LEGEND: circuit-interrupter protection for personnel. 3 3 DN E3902.3 Outdoor receptacles.All 1 25-volt,single-phase, 15-and 20-ampere receptacles installed outdoors shall have ® STUD WALL ground-fault circuit-interrupter protection for personnel. E3901.4.3 PE14INSULAR COUNTERTOP SPACE Exception: Receptacles as covered in Section E4101.7. NOTE: Excepts Crawl space receptacles.Where a crawl space is at AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT ALL DIMENSIONS TAKEN FROM FACE or below grade level,all 125-volt,single-phase, 15-and 20- EACH PENINSULAR COUNTERTOP SPACE WITH A LONG OF STUD UNLESS NOTED OTHERWISE ampere receptacles installed in such spaces shall have DIMENSION OF 24 INCHES(610 MM) OR GREATER AND A SHORT ground-fault circuit-interrupter protection for personnel. DIMENSION OF 12 INCHES(305 MM) OR GREATER.A PENINSULAR E3902.5 Unfinished basement receptacles.Al 125-volt, COUNTERTO'IS MEASURED FROM THE CONNECTING EDGE. single-phase, 15-and 20-ampere receptacles installed in unfinished basements shall have ground-fault circuit-inter ELECTRICAL PLAN Z rupter protection for personnel. For purposes of this section, unfinished basements are defined as portions or areas of the u z basement not intended as habitable rooms and limited to stor Scale 1/4 = 1 -0Uj age areas,work areas,and the like. > z Exception:A receptacle supplying only a permanently Q J installed fire alarm or burglar alarm system. C� E3902.6 Kitchen receptacles.All 125-volt.single-phase, ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS LIGHTING SYMBOLS O 15-and 20-ampere receptacles that serve countertop surfaces rr C) shall have ground-fault circuit-interrupter protection for per— rr sonnel. DUPLEX RECEPTACLE LL LIGHT LIFT S SURFACE MOUNTED FIXTURE _ GE E3902.7 Sink receptacles.All 125-volt, single-phase, 15- SWITCHED RECEPTACLE 14 TELEPHONE/DATA P PENDANT FIXTURE w and 20-ampere receptacles that are located within 6 feet z = (1829 mm)of the outside edge of a sink that is located in an ® SINGLE FLOOR RECEPTACLE Nfl PUSH BUTTON SWITCH CEILING MOUNTED FIXTURE WET LOCATION Cf) area other than a kitchen,shall have ground-fault circuitinterrupter ® DOUBLE FLOOR RECEPTACLE WALL MOUNTED FIXTURE U— protection for personnel. Receptacle outlets shall $ SWITCH Uj not be installed in a face-up position in the work surfaces or 220V RECEPTACLE 3 = THREE WAY W WALL MOUNTED FIXTURE WET LOCATION countertops. 4 = FOUR WAY WPC WATERPROOF RECEPTACLE D = DIMMER ® RECESSED LIGHT FIXTURE GFI=@r GROUND FAULT INTERRUPTER L = INDICATOR LIGHT ® RECESSED LIGHT FIXTURE WET LOC. Q CEILING MOUNTED JUNCTION BOX J = JAMB SWITCHS SURFACE MOUNTED FIXTURE MS = MOTION SENSOR sD SMOKE/CO DETECTOR CEILING FIXTURE W/PULL CHAIN ® HEAT DETECTOR CABINET FIXTURE ISSUED FOR: TO THERMOSTAT QUAD RECEPTACLE 'd E�' EXTERIOR SPOT LIGHT © CABLE TV I(!) RECESSED LIGHT W/EXHAUST FAN PERMIT �- DIRECT WIRE/SPECIAL CONNECTION CAMERA SYMBOLS CEILING LIGHT W/EXHAUST FAN © ELECTRIC PANEL C> SECURITY CAMERA 0J MAIN DISCONNECT REVISION DATE: ALTERATIONS TO DRAWING: © DOOR CHIME 1. 10.6.18 FOR REVIEW Q GARBAGE DISPOSAL 2. 10.10.18 FOR REVIEW 3. 10.15.18 FOR PERMIT LIGHTING SYMBOLS GENERAL NOTES L LOW VOLTAGE FIXTURE 1. ALL ELECTRICAL TO COMPLY WITH STATE STRIP/TASK LIGHT AND LOCAL CODES. TRACK LIGHT 2. LIGHT FIXTURES, POWER,TELEPHONE, ® STEP LIGHT CABLE AND DATA LOCATIONS SHOWN DIAGRAMATICALLY. G.C.TO COORDINATE EXACT LOCATIONS WITH ARCHITECT IN PHASE: Vx4'CEILING FIXTURE FIELD BEFORE FRAMING IS COMPLETE. 3.G.C.TO COORDINATE REQUIREMENTS CIDS 2'x4'CEILING FIXTURE FOR ALL ELECTRICAL AND POWER FOR APPLIANCES AND EQUIPMENT.VERIFY PRIOR TO INSTALLATION. DRAWING NAME: 2'x2'CEILING FIXTURE 4. PROVIDE SMOKE/CO DETECTORS IN I BEDROOM LOCATIONS TO MEET LOCAL CODE. ELECTRICAL PLANS 5.ALL CIRCUITS IN BEDROOM (SWITCHES, CEILING LIGHT W/FAN LIGHTS AND OUTLETS)TO BE ARC-FAULT CIRCUIT INTERUPTER-AFCI. 6.ALL RECESSED LIGHT FIXTURES AT CLOSET JOB#: #1822-HARVEY RESIDENCE LOCATIONS TO HAVE PROTECTIVE LENS FILE NAME: COVERING AS REQUIRED BY CODE. DRAWN BY: D.A.N. DATE: 10.15.18 C E KED BY: D.A.N. SCALE: AS NOTED SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS D q ti tii� AND DESIGNS INCORPORATED HEREIN,IS `=`.�'' O FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE y * E1 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 0399 Q� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT MEMBER REPORT PASSED GENERAL NOTE Second Floor Framing,Floor:Beam @ Kitchen Opening - - - - - 3 pieces) 1 3/4"x 14" 2.0E Microllam@ LVL 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 DESIGN �u W/AMENDMENTS. Overall Length: 14' 7" I _ I I I 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER T FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA + e I I 4 Stonewood Dr. e _ 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS KITCHEN I OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme, CT. ' CEILING HEIGHT 111' I OWNER. _7 dnoe@360designplus.com 14 14'LO" I) R E V I S I O N S (617)-549-5457 BY© - - 4x6 PSL POST CLEgR SPAN KEY DATE DESCRIPTION II NEW 4x6 PSL POST Do N TO BEAM I DOWN TO BEAM Q CONSULTANTS: USE SST-EPCZ I II BELOW,USE SST-EPC I All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. PO T CAP I II POST CAP System:Floor NEW LVL BEAN ABOVE(3)1 "x 14J•III2.DE Design Results Actual @ Local ion Allowed Result LDF Load:Combination(Pattern) MICROLLAM L CON T�SDSIE5312 I 2 Member Type:Drop Beam I Member Reaction(Ibs) 8781 @ 14'5" 13781(3.50") Passed(64%) - 1.0 D+1.0 L(All Spans) Building Use:Residential (3,,11 @ 4"O.C{EACH SIDE II Shear(Ibs) 7227 @ IT 1 1/2" 13965 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 L I - -11 c Q Moment(Ft-Ibs) 29721 @ 7'7 5/8" 36387 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso 3 Live Load Defl.(in) 0.217 @ 7'3 1/2" 0.356 Passed(L/787) -- 1.0 D+1.0 L(All Spans) - 10'-7 1�2" 3'-4 1�2" - - Total Load Defl.(in) 0.502 @ 74 7116" 0.712 Passed(U341) - 1.0 D+1.0 L(All Spans) NEW 2x10 JOIST - •Deflection criteria:LL(L/480)and TL(I./240). HANGER SST-HU210-3 D�" _ - N •Top Edge Bracing(Lu):Top compression edge must be braced at 8'9"o/c unless detailed otherwise. USE STRONG DRIVE LL Cn •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'7"o/c unless detailed otherwise. FASTENERS (7 ¢ _ LEGEND: Bearing Length Loads to Supports(Ibs) 1 p Supports T otal Available Required Dead Floor Live Total Accessories I I I I F LL O - - ® STUD WALL 1-Column-PSL 50" 3.50" 2.07" 4417 3719 8136 None L _ -1 _ _ _ L _ 2-Column-PSL 3.50" 2.23" 5062 3719 8781 None PROVIDE(3)JACK STUDS NOTE @ OUTSIDE WALL W1(2) - - ALL DIMENSIONS TAKEN FROM FACE Multiple Member Connections _ _ KING STUDS - _ OF STUD UNLESS NOTED OTHERWISE Type Location Fastener Placement Rows O.C. #afFasteners Details Uniform 0 to 14'7" Strong-Drive(E)SDS Screw SDS25312(3 1/2") Both Sides 2 24" - L17 Dead Floor Live Loads Location(Side) Tributary Width (0.90) {1.00} Comments 0-Self Weight(PLF) 0to14'7" N/A 21.5 - 1 STRUCTURALLAN @ P NEW BEAM 1-Uniform(PSF) 0 to 14'7"(Front) 7'S" 12.0 40.0 Default Load 2-Uniform(PSF) 0 to 14'7"(Back) 5'4" 120 40.0 Default Load Scale 1/4 = 1'-O 3-Point(lb) 10'7 1/2"(Top) N/A 1379 - 4-Uniform(PLF) 0 to 14'7"(Top) N/A 381.0 Member Notes Beam located where wall is removed at existing kitchen Weyerhaeuser Notes 14'-0" Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to Li www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator NEW LVL BEAM ABOVE(3) 1 J"x 14"2.0E MICROLLAM LVL W SUSTAINABLE FORESTRY INITIATIVE CONNECT W/SDS25312(3 z")@ 24"O°C.EACH SIDE Weyerhaeuser }}} ForteWEB Software Operator Job Notes Designed: 10/12/2018 4:34:13 PM UTC NEW 2x10 JOIST HANGER W z David New Beam For Fishers Island Kitchen,Including 360 Design Plus support for wall above on second floor. ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 SST STRONG -3 z - (617)549-5457 File Name: Fishers Island Kitchen NEW 4x6 PSL POST USE STRONG DRIVE NEW 4x6 PSL POSTLii dnoe@360designplus.com DOWN TO BEAM FASTENERS DOWN TO BEAM Z Page 1/1 BELOW,USE SST-EPCZ BELOW,USE SST-EPCZ Q J POST CAP (3)2x10 DUG-FIR BEAM POST CAP UNDER WALLABOVE Ocr CQ " MEMBER REPORT PASSED = LU W Second Floor Framing,Floor Joist for wall above f ) co 3 piece(s)2 x 10 Douglas Fir-Larch No.2 LIJ LJL- Overall Length: 15' 4" 0 6 EXISTING 2x10'S 14' 9" $' ISSUED FOR: FULLY BLOCKED FULLY BLOCKED O © COLUMN COLUMN PERMIT All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. _T Design Results Actual @Location Allowed Result LDF I Load:Combination(Pattern) System:Floor EXISTING WOOD BEAM Member Reaction(Ibs) 1360 @ 2" 6328(2.25") Passed(21%) 1.0 D+1.0 L(AII Spans) Member Type:Flush Beam REVISION DATE: ALTERATIONS TO DRAWING: Building Use:Residential Shear(Ibs) 1188 @ V 3/4" 4995 Passed(24%) 1.00 11.0 D+1.0 L(All Spans) Building Code:IBC 2015 17 1. 10.6.18 FOR REVIEW Moment(Ft-Ibs) 5059 @ 7'8" 5294 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.128 @ 7'8" 0.375 Passed(L/999+) 1.0 D+1.0 L(All Spans) SLEEVED COLUMN CAP SLEEVED COLUMN CAP 2. 10.10.18 FOR REVIEW SST-LLC SST-LLC Total Load Defl.(in) 0.431 @ 7'8" 1 0.750 Passed(L/417) 1.0 D+1.0 L(AII Spans) 3. 10.15.18 FOR PERMIT •Deflection criteria:LL(U480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at B'B"o1c unless detailed otherwise. CONCRETE FILLED PIPE 77 . CONCRETE FILLED PIPE •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'3"o/c unless detailed otherwise. COLUMN y - COLUMN •Applicable calculations are based on Nos. Bearing Length Loads to Supports(ibs) Supports Iota! Available Required Dead Floor Live Total Accessories 1-Stud wall-OF 3.50" 2.25" 1.50" %9 409 1378 1 1/4"Rim Board 3V.` 2-Beam-LVL 3.50" 3.50" 1.SO" 970 409 1379 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. > •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. M PHASE: Dead Floor Live Loads Location{side} Tributary Width (0.90) (f.00) comments /SEE COLUMN BASE, ' LOW COLUMN BASE, 0-Self Weight(PLF) 1 1/4"to 15'4" N/A 10.6 - TTACHED IMAGE SEE ATTACHED IMAGE �D BARS EACH WAY (3)#5 BARS EACH WAY 1-Uniform(PSF) 0 to 15'4"(Top) 1'4" 12.0 40.0 Default Load 2-Uniform(PLF) o 15'4"(Top) N/A loao4 NEW CONC.FOOTING NEW CONC.FOOTING Member Notes l I DRAWING NAME: Floor Joist/Beam for wall above after entry wall is removed PRE-MOLDED FILLER PRE-MOLDED FILLER We erhaeuser No#es 2'_6» COMPACTED GRAVEL COMPACTED GRAVEL - 2" STRUCTURAL Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at DRAWINGS Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/dmument-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator STRUCTURAL ELEVATION NEW BEAM JOB#: 1822- RVEY RESIDENCE A (IcSjSUSTAiNABLEFQRESTRYiNITIATIVE 2 FILE NAME: Weyerhaeuser Scale 1/4 = 11_011 D N BY. D.A.N. DATE: 10.15.18 E KED BY, D.A.N. SCALE: AS NOTED R� SHEET: ForteWEB Software Operator Job Notes Designed: 10/12/2018 4:20:22 PM UTC THIS DOCUMENT,INCLUSIVE OF THE IDEAS J " AND DESIGNS INCORPORATED HEREIN IS ;5 - O� David New Beam For Fishers Island Kitchen.Including 360 Design Plus support for wall above on second Floor. ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 FURNISHED AS AN INSTRUMENT OF �{ (617)549-5457 File Name:Fishers Island Kitchen CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS TIRE S1 . 1 dnoe@360designpius.com Page 1/1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS. )' 040399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT F 0F 1 a APPROVED AS NOTED DATElV5h B p # . ..., FEE: �jJ�, NOTIFY BUILDING DEPAR LLCNT AT �Iy E5 I G N p LU 539 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWC REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION � 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. C51archit (5ctural 5CrViCe5 d 61 ALL CONSTRUCTION SHALL MEET THE YORK STATE. NOT RESPONSIBLE FOR REQUIREMENTS OF THE CODES OF NEV, DESIGN OR CONSTRUCTION ERRORS. Drive , OId Lyme , CTOG37 ��������t��;;4 5tonewood1 � � -.� www . 3 (S0des1 n I U5 - Com d noe 3 60de51 n I U5 . COM t 6 17) 549 5457 COMPLY WITH ALL CODES OF g g NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL .SA OLDZQI!�1Z69, INSPECTION REQUIRED ��[� l YI ,Uo�v A ,, D SOUTH AI V CTT'Z7ZUP � TRUSS PLACARDING REQUIRED PROF' 05ED RENOVATION5 TO ° OCCUPANCY QR THEO USE IS UN�_��'V�-UL WITHOU►- 0%ERTIFICATE OF OCCUPANCY PLUMBERCERTj,1CAT/ON ON LE AD C�/4,'./ 'Vi BCFOF,'F CERTIFICATE OF OCCUPA/V, EY E SOLDER 4IEFr CHARV R SIDENCE !r, SUPPL YSYSTEM C nVi'VOT R PUP�OFF EXCEED 2/10 O,c 1�� EAD. RETAI"� n�-r!�a R t•rATF r �i 236 OFTH FOR----'--P -uRM1T RED Ay \DAIVOCTOBER 15 2018 `.�y� mom '1r :'7 '9 Og03g9 OQ`� U °F w 0 U) L E FIS " D NEW YO Wl **JTHRO ti-ERS ISL w ry - - Q O"ER: LOCATION MAP EXI E AND ALEXAN D E R HARVEY o WINTHROPDRIVE �z ztee, FISHERS ISLAND NEW YORK .a O CONTRACTOR: fi�8 w JARED TOLDO r W (/) THE TOLDO COMPANY f iv8ra�rs I�3ar?�3 t�lanc#7t? �tr� P O BOX 164 O 6�rrp District FISHERS ISLAND, NY ra N 06390 ✓ k t 3�t?�rs 1s(�nd�chacsl i .ID z SECTION R314 GENERAL NOTES SMOKE ALARMS SILL 36" SILL 36" SILL 36" SILL 36" R314.1 Smoke detection and notification.All smoke 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ' WINDOW 60" WINDOW 60" WINDOW 60" WINDOW 60" alarms shall be listed and labeled in accordance with UL 217 NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 _ and installed in accordance with the provisions of this code W/AMENDMENTS. d7 DN DN and the household fire warning equipment provisions of DESIGN plu NFPA 72. 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE — — — — J — _ — — I R314.2 Smoke detection systems. Householdfire alarm systems installed in SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER accordance with NFPA 72 that include FOR RESOLUTION PRIOR TO START OF WORK. EXISTING DOOR I L smoke alarms,or a combination of smoke detector and audible notification 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS David A. Noe AIA HEIGHT6-10" device installed as required by this section for DW OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE , SILL 52" Dio3N Dr. KITCHEN r — SILL smoke alarms,shall be permitted.The household fire alarm system shall provide the same level of smoke detection and OWNER. 4 StOneWOOd Old Lyme CT. WINDOW 44" 00 o 100 I WINDOW 44' alarm as required by this section for smoke alarms.Where a CEILING HEIGHT 111' ® I CEILING HEIGHT 111' I household fire warning system is installed using a combination of smoke R E V I S I O N S dnoe@360designplus.com detector and audible notification device(s), it (617)-549-5457 shall become a permanent fixture of the occupancy and KEY DATE DESCRIPTION owned by the homeowner.The system shall be monitored by Q an approved supervising station and be maintained in accordance with 1 CONSULTANTS: A�DN 30"wALL 3s"FRI NFPA 72.G' Exception:Where smoke alarms are provided meeting the Q — — — — requirements of Section R314.4. — — — — R314.3 Location.Smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate — — vicinity of the bedrooms. — — 3. On each additional story of the dwelling, including — — basements and habitable attics but not including crawl ENTRY — — spaces and uninhabitable attics. In dwellings or dwelling units with split levels _ _ and without an intervening 101 door between the adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than — — — — one full story below the upper level. — — FAMILY — — R314.3.1 Alterations, repairs and additions.When — — 102 — — alterations, repairs or additions requiring a permit occur, CEILING HEIGHT 111' _ _ or when one or more sleeping rooms are added or created • — — in existing dwellings,the individual dwelling unit shall be SILL 52" _ _ _ _ SILL 52"WINDOW 44" WINDOW 44" equipped with smoke alarms located as required for new dwellings. 15 RISERS @ 8j" 15 RISERS @ 8 " — Exceptions: UP 14 TREADS @ 10" 14 TREADS @ 10. 1. Work involving the exterior surfaces of dwellings,such as the replacement of roofing or siding, or the addition or replacement of windows or doors,or the addition of a porch or deck, are DN exempt from the requirements of this section. 2. Installation,alteration or repairs of plumbing or SILL 27" SILL 27" SILL 27" SILL 27" mechanical systems are exempt from the requirements of this section. EXISTING DOOR EXISTING DOOR HEIGHT8'-0" WINDOW 70' WINDOW 70" WINDOW 70' WINDOW 70" HEIGHT8'-0' R314.4 Power source.Smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source,and when primary power is XISTINGFLOOR PLAN interrupted,shall receive power from a battery.Wiring shall D4scale be permanent and without a disconnecting switch other than 1/4 = V-0° those required for overcurrent protection. Exceptions: 1. Smoke alarms shall be permitted to be battery operated when installed R08.42 GLAZING ADJACENT TO DOORS in buildings without commercial GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL power. BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE 2. Hard wiring of smoke alarms in existing areas shall OF THE GLAZING IS LESS THAN 60 INCHES(1524 MM)ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: not be required where the alterations or repairs do w ' 1.WHERE THE GLAZING IS WITHIN 24INCHES(610 MM)OF EITHER SIDE OF THE DOOR IN not result in the removal of interior wall or ceiling z THE PLANE OF THE DOOR IN A CLOSED POSITION. finishes exposing the structure,unless there is an 2.WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN attic,crawl space or basement available which could - A CLOSED POSITION AND WITHIN 24 INCHES(610 MM)OF THE HINGE SIDE OF AN i0 IN-SWINGING WINGING DOOR. provide access for hard wiring without the removal z of interior finishes. Q R314.5 Interconnection Where more than one smoke alarm is required to be installed within an individual dwelling unit > 0- (n SUNROOM inaccordance with Section R314.3,the alarm devices shall be O interconnected in such a manner that the actuation of one Cc CQ 105 1 alarm will activate all of the alarms in the individual unit. EXTENT OF NEW WORK NOT MEASURED — EXTENT OF NEW WORK — — Physical Interconnection of Smoke alarms shall not be SILL 36" EXISTING EXISTING DOOR required where listed wireless alarms are installed and all I"' w Lii WINDOW 60" WINDOW TO TO REMAIN _1 " REMAIN SILL 36" SILL 36" SILL 36" alarms sound upon activation of one alarm. z 6-3 WINDOW 60" WINDOW 60" WINDOW 60" Exception: Interconnection of smoke alarms in existing DN DN EXISTING CHASE areas shall not be required where alterations or repairs do LL 2,_3" [To ING DOOR 1'_9" not result in removal of interior wall or ceiling finishes W cc Q I1. EMAIN I exposing the structure, unless there is an attic,crawl space m z y PA TRY BROW �, 0 I — — — — — — I or basement available which could provide access for _TJ 24 '-0" 4'-9" "� " UNDER COUNTER interconnection without the removal of interior finishes. O BATH o � S 4-0 2-9 WASHER AND 36" 1oa EXIST] G MASONR R DRYER SECTION R315 LO FREESTANDING ao CHIMN O R N E ,53 W CARBON MONOXIDE ALARMS VANITY, — ;�, ;�, = DRYER CENTERED S I D I 2'-0" I R315.1 Carbon monoxide alarms. For new construction, an UNDER E 1 4 W 5'-4" ,r, I approved carbon monoxide alarm shall be installed outside of WINDOW o s. 00 1 — SILL 52" N N WINDOW 44" each separate sleeping area in the immediate vicinity of the SILL 52" ° CLG. EIGHT111" o WASHER WINDOW 44' I DW I I I bedrooms in dwelling units within which fuel-fired appliances are installed ISSUED FOR: EXISTING ISTING WOOD 3 'FRIG. L — _JI and in dwelling units that have attached WINDOW TO garages. P E R M I T : RNING STOVE TO R 08.q REMAIN,SEE R AIN I I ° ® II a' KITCHEN R315.2 Carbon monoxide detection systems. Carbon monoxide detection N 10o systems that include carbon monoxide detectors and audible notification PREFAB oI g I N CEILING HEIGHT 111" DN appliances, installed and SHOWER U shleves w NEW BARN DOOR 0 30' AL — -II maintained in accordance with this section for carbon monoxide alarms and ENCLOSURE EXISTING OPENING NEW BEAM ABOVE TRASH a�177_ _ __ _ I OVEN _ _ — + — — � I NFPA 720,shall be permitted.The carbon �- — — — —— — monoxide detectors shall be listed as complying with UL REVISION DATE: ALTERATIONS TO DRAWING: INFILL WALL 2asa `� 'i , " „ DN 2075. Where a household carbon monoxide detection system 1. 10.6.18 FOR REVIEW — 4-0 3-0 — — is installed, it shall become a permanent fixture of the occu2012 CLOSET � — — INTERNATIONAL RESIDENTIAL CODE@ 63 2. 10.10.18 FOR REVIEW I I �`0. 4'-0 3 4" — — BUILDING PLANNING 3. 10.15.18 FOR PERMIT OPEN WALLAS 6-0 pancy,owned by the homeowner and shall be monitored by REQUIRED TO — — ACCOMMODATE NEW I — — — — I an approved supervising station. DOOR Exception:Where carbon monoxide alarms are installed o _ _ I I I meeting the requirements of Section R315.1,compliance with Section 3 15.2 is not required. — — �l'-9" 2'-6" L1'-9" — — R315.3 Where required in existing dwellings.Where work requiring a permit occurs in existing dwellings that have — — — — — — attached garages or in existing dwellings within which fuelfired _ _ appliances exist,carbon monoxide alarms shall be provided in accordance — — — — with Section R315.1. PHASE: R315.4 Alarm requirements. Single-station carbon monoxide alarms shall be SILL 52" _ _ FAMILY o DINING ROOM _ _ SILL 52" listed as complying with UL 2034 and WINDOW 44" WINDOW 44" CDS � 102 shall be installed inaccordance with this code and the manufacturer's _ 15 RISERS @ 8 J' CEILING HEIGHT 111" TABLE SHOWN IS FOR _ installation instructions. UP 14 TREADS @ 10" REFERENCE ONLY 14RISERS @8 0" ENTRY N DRAWING NAME: 101 DN LEGEND: STUD WALL EXST. / PROPOSED EXISTING DOOR SILL 27" SILL 27" SILL 27" SILL 27" EXISTING DOOR WOOD HEADER SCHEDULE HEIGHT8'-O" WINDOW 70" WINDOW 70" WINDOW 70" WINDOW 70" HEIGHT 9-0" NOTE: FLOOR PLANS ALL DIMENSIONS TAKEN FROM FACE ROUGH OPENING HEADER JACK STUDS KING STUDS NOTE: OF STUD UNLESS NOTED OTHERWISE JOB#: #1822-HARVEY RESIDENCE WIDTH SIZE EACH SIDE EACH SIDE SEE SECTION R3 14 FOR FRAME WINDOW AND FILE NAME: SMOKE ALARM REQUIREMENTS UP TO 3'-7" (2)-2x6 2 1 DURING ALTERATIONS OF AN DOOR HEADERS @ G'-I O DR N BY: D.A.N. DATE: 10.15.18 EXISTING DWELLING UNLESS NOTED OTHERWISE 3'-8"TO 4'-6" (2)-2x8 2 C KED BY: D.A.N. SCALE: AS NOTED 4'-7"TO 5'-6" (2)-2x10 OR (3)-2x8 2 2 NOTE EXTERIOR WALLS TO BE 2xG UNLESS NOTED OTHERWISE S ER D,q SHEET: 5'-7" TO 6'-5" AND INTERIOR WALLS TO BE 2x4 THIS DOCUMENT,INCLUSIVE OF THE IDEAS 'QC, (2)-2x12 OR (3)-2x10 2 2 2 PROPOSED FLOOR PLAN UNLESS NOTED OTHERWISE AND DESIGNS INCORPORATED HEREIN,IS Pv`� ;LA-ti0 Scale �4 — I -0° FURNISHED AS AN INSTRUMENT OF k (� CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE ,. Al . DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS LLC 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 399 0 GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 PAINTED MOISTURE RESISTANT PAINTED MOISTURE RESISTANT—", W/AMENDMENTS. DESIGN piu GYP.WALLBOARD; BENJAMIN GYP.WALLBOARD; BENJAMIN 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE MOORE AURA BATH AND SPA. MOORE AURA BATH AND SPA. SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER COLOR BY OWNER COLOR BY OWNER EQUAL EQUAL FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA EXISTING WINDOW TO PAINTED WOOD TRIMlo REMAIN, NEW PAINT. PREP MATCH EXISTING PROFILE 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. AS REQUIRED NEW SOLID CORE POCKET OORSPEER dnoe@360designplus.comCIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme, CT. EXISTING PLUMBING DOOR, MATCH EXISTING REVISION S CHASE TO REMAIN DOORS IN THE HOUSE NEW TRIM, MATCH (617)-549-5457 EXISTING z KEY DATE DESCRIPTION CONSULTANTS: NEW FAUCET, BY OWNER 24" TOWEL BAR c� 2 z ' NEW 36"FREESTANDING VANITY, BY OWNER J NOTE: 0 PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL o BARS, HOOKS AND d HOLDERS o PAINTED WOOD BASE I TRIM MATCH EXISTINGcli f= PROFILE z z � INSTALL NEW PANASONIC SILL 36" BATHROOM VENT W/6" NOTE: TO DEN/OFFICE Q WINDOW 60" DUCT.VENT TO EXTERIOR PROVIDE SOLID BLOCKING „ 1 -g AS REQUIRED FOR ALL 3-0 EXISTING WINDOW TO 11 REMAIN BARS, HOOKS AND NEW BASE TRIM MATCH HOLDERS PREFABRICATED SHOWER BASE. EXISTING COORDINATE ROUGH OPENING W/ MANUFACTURES REQUIREMENTS AND RECOMMENDATIONS DN SOUTH ELEVATION ROOM #104 1 WEST ELEVATION ROOM #104 NEW COMFORT HEIGHT TOILET p o LE: 1/2"=1'-0" A5.1 SCALE: 1/2 =1-0 A5.1 `i' < z z SCA " ' " m � F- z � 0 Ow = ` 6 � w1r O_ I- wN CO o LL BATH 36"FREESTANDING 104 VANITY,CENTERED WOOD FLOOR EXISTING WINDOW TO UNDER WINDOW S o PAINTED MOISTURE RESISTANT REMAIN GYP.WALLBOARD; BENJAMIN 0 O NEW PAINTED WINDOW O E A5 W 0 z DEN a 0 103 TRIM,MATCH EXISTING WI.. 0° MOORE AURA BATH AND SPA. PROFILE O CLG.HEIGHT 111" COLOR BY OWNER Ncr EQUAL EQUAL SILL 52" //\3 ow N 0 U LJJ lo PAINTED GYP.WALLBOARD; � PREFABRICATED SHOWER BENJAMIN MOORE AURA BATH WINDOW 44" w z ENCLOSURE AND SPA.COLOR BY OWNER EXISTING WINDOW TO 1�2" z z REMAIN,SEE R308.4.5 5'-1 10 1/2 C) W Q PREFABRICATED SHOWER EXISTING PLUMBING > z DOOR / CHASE TO REMAIN z (D _ Q 100e SHELVES, DEPTH OF TOWEL Q NEW 36"FREESTANDING 4"SHOWER CURB `D CO \ VANITY, BY OWNER :E rr 0 PREFAB SHOWER co (n \ DOOR,COOR.W/ o \ O I J I� i \ SHOWER BASE AND � = W WALLS M v + a < N r GFI shleves � z w o PREFAB SHOWER > u- `D NEW TOILET, NEW TOILET ENCLOSURE,W/ PREFABRICATED WALLS NEW TOILET' COMFORT HEIGHT INFILL WALL � rn NOTE: \ `4"SHOWER CURB PROVIDE SOLID BLOCKING ` AS REQUIRED FOR ALL GENERAL NOTES: NOTE: BARS, HOOKS AND PROVIDE BLOCKING HOLDERS COORDINATE OUTLETS WITH BACKSPLASH, TOP OF OUTLETS OVER THE AS REQUIRED FOR COUNTEKTOP TO 5'-0„ 3'-0" 3'-0" �, DRAWINGS R PLBUG ANDS WITCH LOVE ISH f LOOK.OCATIONS SEE ELECTRICAL ALL BATHROOM ING IN ISSUED FOR: PREFABRICATED SHOWER BASE. BATHROOM LAYOUTS ARE FOR BIDDING PURPOSES ONLY, CONTRACTOR PERMIT COORDINATE ROUGH OPENING W/ TO VERIFY ALL DIMENSIONS IN FIELD BEFORE ORDERING CABINETRY, TYP MANUFACTURES REQUIREMENTS AND RECOMMENDATIONS NORTH ELEVATION ROOM #104 3 EAST ELEVATION ROOM #104 4 ENLARGED PLAN ROOM #104 5 REVISION DATE: ALTERATIONS TO DRAWING: 1. 10.6.18 FOR REVIEW SCALE: 1/2"=I'-O" As.l SCALE: 1/2"=I'-O" As.l SCALE: 1/2"=I'-o" As.1 2. 10.10.18 FOR REVIEW 3. 10.15.18 FOR PERMIT FINISH S C H E D U L E PHASE: ROOM # NORTH EAST SOUTH WEST FLOOR CEILING REMARKS CIDS PTD.GYP./ PTD.GYP./ SAND AND REFINISH 360 DESIGN PLUS IS TO TOILET 105 PREFABRICATED PREFABRICATED PREFABRICATED EXISTING FIR FLOOR. BE HELD HARMLESS FOR SHOWER ENCLOSURE PTD.GYP. ENCLOSURE CONTRACTOR TO PROVIDE PTD.GYP. FLOOR FINISH @ ENCLOSURE @ SHOWER @ SHOWER WATERPROOF FLOOR BATHROOM DRAWING NAME: FINISH INTERIOR ELEVATIONS ROOM FINISH SCHEDULE ROOM #105 JOB#: #1822-HARVEY RESIDENCE SCALE: 1/2"=1'-O" A5.1 FILE NAME: DRAWN BY: D.A.N. DATE: 10.15.18 C KED BY. D.A.N. SCALE: AS NOTED RC SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS ti0 yij, AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF �� �� CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE AA5 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC - AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN A TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS O40399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �O GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH PAINTED GYPSUM 3'-6" NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 WALLBOARD W/AMENDMENTS. DESIGN 6 pfu 1x PAINTED TRIM,TYP. 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE acli SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLUTION PRIOR TO START OF WORK.IV— David A. Noe, AIA M M 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. EXISTING WINDOWS TO REMAIN, RE-PAINT. OORR�SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme, CT. a aFI—1 F, dnoe@360designplus.com REVISIONS (617)-549-5457 Z KEY DATE DESCRIPTION a L Q CONSULTANTS: o .... ........... z MID CAD '.............. ................ �x............._.._....... ................_.........._......... I 3 PAINTED CABINETRY W/ BEADED RAILS AND STILES o UNDER COUNTER O F 0 WASHER AND 0: w DRYER,INSTALL = a (n LL a o PER o Q o MANUFACTURERS z 'O BROOM REQUIREMENTS PANTRY CLOSET AND o} RECOMMENDATIONS O a� U� 00 TO SUNROOM 2'-6" 2'-3" 1'-9" 2'-3" 2'-9" NOTE: 27"BASE CABINET W/ COORDINATE CABINETRY NOTE: NOTE: FILLER AS REQUIRED W/NEW UNDER COUNTER CABINET SIZES ARE FOR CONTRACTOR TO PROVIDE WASHER AND DRYER BIDDING PURPOSES ONLY; SHOP DRAWINGS TO CONTRACTOR TO VERIFY ARCH.OF ALL CABINETS ALL SIZES PRIOR TO PRIOR TO ORDERING ORDERING. SOUTH ELEVATION ROOM #104 1 WEST ELEVATION ROOM #104 r2 SCALE: 1/2"=1'-0" A5.2 SCALE: 1/2"=1'-0" A5.2 F I N I S H S C H E D U L E 2'-9" 3'-3" 4'-0" ROOM # NORTH EAST SOUTH WEST FLOOR CEILING REMARKS NEW BEAM, SEE W JSTRUCTURAL NOTES IN V, 0 >. LJJz TOILET 105 GYPSUM GYPSUM GYPSUM ''' - z o N/A WALLBOARD/ WALLBOARD/ WALLBOARD/ SAND AND REFINISHLu CABINETRY/ CABINETRY/ CABINETRY/ EXISTING FIR FLOOR PTD.GYP. z TILE TILE TILE > Q a V M p �00 O 00 Q ® M CQ uj ROOM FINISH SCHEDULE ROOM #105 300 I w I I o z = OVEN I A5.1 —> U) SCALE: 1/2"=1'-0" I a U) > LL I I I I I 30" WALL I o OVEN I I I a I I a o L o I I L36'FRIG. I � I ISSUED FOR: 2'-9- 3'-3- 3'-6- -6a PERMIT NOTE: NOTE: SHALLOW BASE CABINET SIZES ARE FOR CONTRACTOR TO PROVIDE CABINET BIDDING PURPOSES ONLY; SHOP DRAWINGS TO CONTRACTOR TO VERIFY ARCH.OF ALL CABINETS ALL SIZES PRIOR TO PRIOR TO ORDERING REVISION DATE: ALTERATIONS TO DRAWING: ORDERING. 1. 10.6.18 FOR REVIEW 2. 10.10.18 FOR REVIEW EAST ELEVATION ROOM #104 3. 10.15.18 FOR PERMIT 3 SCALE: 1/2"=1'-0" A5.2 PHASE: CIDS DRAWING NAME: INTERIOR ELEVATIONS JOB#: #1822-HARVEY RESIDENCE FILE NAME: DRA BY: D.A.N. DATE: 10.15.18 CHE ED BY: D.A.N. SCALE: AS NOTED ST RIC SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS �� J\� /v AND DESIGNS INCORPORATED HEREIN,IS lV FURNISHED AS AN INSTRUMENT OF ^ c CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 'a A5 . 2 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 9 04039'� y0� 0� E L I G H T I N G F I X T U R E S C H E D U L E ' SUNROOM GENERAL NOTES T T 105 KEY TYPE MAITl V V F. MODEL REMAFXS NOT MEASURED 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH RECESSED LED PHILIPS L3 RDW INSULATION CONTACT O NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 .� sD DESIGN �' OA DOWNLIGHT LIGHTOLIER COORDINATE TRIM W/OWNER AND ARCH. W/AMENDMENTS. plu - DN 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE C;0A TH GFI SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER DECORATIVE GFI FOR RESOLUTION PRIOR TO START OF WORK. SUPPLIED BY TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND a I Z I I I I I David A. Noe AIA O SEMI-FLUSH OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. " — -L — — J I- — -1 — Z cr 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. PENDANT �= EQUAL AL � -m-F SURFACE MOUNTED SUPPLIED BY TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND / — �(z��I � — — _ _ Z i GFI OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme CT. O CLOSET FIXTURE OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. GFI I / _ OWNER. "�"A A A I dnoe@360designplus.com ( (617)-549-5457 PANASONIC VARIES VENT TO EXTERIOR-IN WALL FIXTURE,SEPARATELY SWITCHED, ° 1 1 D DEN J GFI J K TCHEN I FEEDS FOR R E V I S I O N S D FAN/LIGHT FIXTURE BY SQFT LIGHT/FAN CONTRACTOR TO VERIFY MODEL, SUPPLIED AND INSTALLED ° ® FAN/LIGHT 103 < I F = 10o I W/o AS O 1 coMBo I FEED FOR I CEILI G HEIGHT 111° REQUIRED KEY DATE DESCRIPTION CLG.HEIGHT 111" FEED FOR w I BY MANUF. TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND FRIG I EQU kL L°W UAL I I- — — CONSULTANTS: O WALL SCONCE BY OWNER OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. NOTE:a) REMOVE REMOVE ALL EXISTING ELECTRIC I ® I w BASEBOARDS AND INSTALL NEW BASE TRIM OF PENDANT LIGHT BY OWNER TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND TO MATCH EXISTING @ RM 103 DEN PA I ° A I A� sD DN OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. WET Lo TIONza v Lhlvls FEE FO I /FIXTURE O CEILING FAN BY OWNER TO BE SELECTED BY CONTRACTOR SHALL INCLUDE COST OF INSTALLATION AND —�3�3 — — — —I— w — + OWNER/ARCHITECT WIRING FOR ALL FIXTURES NOTED AS SUPPLIED BY OWNER. DN I EQUAL GFI EQUAL GFIco — — LIGHTING FIXTURE SCHEDULE A _ — ' — — —0 , co — — J A A A/ SCALE: 1/4"=1'-0" E1.1 DIRECT TVHOOK- UNDER COORDINATE ALL�'�(✓✓IFI LOCATIONS 1 w GFI I I GFI STAIR AND CABLE LOCATIONS W/ I , OWNER AND ARCHIITECT IN THE L - - — FIELD I / PROVIDE FEEDS FOR / — — / G v / r COOKTOP SECTION E3902 V GROUND-FAULT AND ARC-FAULT CIRCUITINTERRUPTER / EQUAL EQUAL EQUAL PROTECTION _ _ E3902.1 Bathroom receptacles.All 125-volt,single-phase, I FAMILY 15-and 20-ampere receptacles installed in bathrooms shall — — I 102 — — have ground-fault circuit-interrupter protection for personnel. — — W NOTE: DINING ROOM — — E3902.2 Garage and accessory building receptacles.All UP 1 CEILING HEIGHT 111` REMOVE ALL EXISTING ELECTRIC G \ 125-volt,single-phase, 15-or 20-ampere receptacles installed BASEBOARDS AND INSTALL NEW BASE TRIM 1 8ENTRY N in garages and grade-level portions of unfinished accessory TO MATCH EXISTING. REMOVE ALL WALL SCONCES AND MIRRORS @ NORTH WALL buildings used for storage or work areas shall have groundfault OF FAMILY ROOM 102 circuit-interrupter protection for personnel, s s LEGEND: E3902.3 Outdoor receptacles.All 1 25-volt, single-phase, 15-and 20-ampere receptacles installed outdoors shall have ® STUD WALL ground-fault circuit-interrupter protection for personnel. E3901.4.3 PENINSULAR COUNTERTOP SPACE NOTE: Exception: Receptacles as covered in Section E4101.7. E3902.4 Crawl space receptacles.Where a crawl space is at AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT ALL DIMENSIONS TAKEN FROM FACE or below grade level,all 125-volt,single-phase, 15-and 20- EACH PENINSULAR COUNTERTOP SPACE WITH A LONG OF STUD UNLESS NOTED OTHERWISE ampere receptacles installed in such spaces shall have DIMENSION OF 24 INCHES (610 MM)OR GREATER AND A SHORT ground-fault circuit-interrupter protection for personnel. DIMENSION OF 12 INCHES (305 MM) OR GREATER.A PENINSULAR E3902.5 Unfinished basement receptacles.All 125-volt, COUNTERTOP IS MEASURED FROM THE CONNECTING EDGE. single-phase, 15-and 20-ampere receptacles installed in unfinished basements shall have ground-fault circuit-inter ELECTRICAL PLAN LL.I Z rupter protection for personnel. For purposes of this section, unfinished basements are defined as portions or areas of the 1 Scale /4 — -0" z Q basement not intended as habitable rooms and limited to stor- age areas,work areas, and the like. > z Exception:A receptacle supplying only a permanently Q installed fire alarm or burglar alarm system. E3902.6 Kitchen receptacles.All 125-volt.single-phase, ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS LIGHTING SYt BGL S O -� 15-and 20-ampere receptacles that serve countertop surfaces shall have ground-fault circuit-interrupter protection for per ID M C0 - sonnel. =CI: DUPLEX RECEPTACLE LL LIGHT LIFTS SURFACE MOUNTED FIXTURE E3902.7 Sink receptacles.All 125-volt, single-phase, 15- SWITCHED RECEPTACLE TELEPHONE/DATA P PENDANT FIXTURE w and 20-ampere receptacles that are located within 6 feet U) z (1829 mm)of the outside edge of a sink that is located in an ® SINGLE FLOOR RECEPTACLE QO PUSH BUTTON SWITCH CEILING MOUNTED FIXTURE WET LOCATION Cn area other than a kitchen, shall have ground-fault circuitinterrupter ® DOUBLE FLOOR RECEPTACLE WALL MOUNTED FIXTURE H protection for personnel. Receptacle outlets shall SWITCH W not be installed in a face-up position in the work surfaces or 220V RECEPTACLE 3 = THREE WAY WALL MOUNTED FIXTURE WET LOCATION countertops. 4 = FOUR WAY WPC WATERPROOF RECEPTACLE D = DIMMER ® RECESSED LIGHT FIXTURE GFI=@c GROUND FAULT INTERRUPTER L = INDICATOR LIGHT ® RECESSED LIGHT FIXTURE WET LOC. J CEILING MOUNTED JUNCTION BOX J = JAMB SWITCHS SURFACE MOUNTED FIXTURE MS = MOTION SENSOR sD SMOKE/CO DETECTOR CEILING FIXTURE W/PULL CHAIN ® HEAT DETECTOR CABINET FIXTURE ISSUED FOR: TQ THERMOSTAT QUAD RECEPTACLE EXTERIOR SPOT LIGHT @ CABLE TV ® RECESSED LIGHT W/EXHAUST FAN PERMIT -®- DIRECT WIRE/SPECIAL CONNECTION CAMERA SYMBOLS ® CEILING LIGHT W/EXHAUST FAN E® ELECTRIC PANEL C> SECURITY CAMERA MAIN DISCONNECT REVISION DATE: ALTERATIONS TO DRAWING: © DOOR CHIME 1. 10.6.18 FOR REVIEW O GARBAGE DISPOSAL 2. 10.10.18 FOR REVIEW 3. 10.15.18 FOR PERMIT LIGHTING SYMBOLS GENERAL NOTES L LOW VOLTAGE FIXTURE 1. ALL ELECTRICAL TO COMPLY WITH STATE STRIP/TASK LIGHT AND LOCAL CODES. TRACK LIGHT 2. LIGHT FIXTURES, POWER,TELEPHONE, ® STEP LIGHT CABLE AND DATA LOCATIONS SHOWN DIAGRAMATICALLY. G.C.TO COORDINATE EXACT LOCATIONS WITH ARCHITECT IN PHASE: 1'x4'CEILING FIXTURE FIELD BEFORE FRAMING IS COMPLETE. 3.G.C.TO COORDINATE REQUIREMENTS CIDS 2'x4'CEILING FIXTURE FOR ALL ELECTRICAL AND POWER FOR APPLIANCES AND EQUIPMENT.VERIFY PRIOR TO INSTALLATION. 2'x2'CEILING FIXTURE DRAWING NAME: 4. PROVIDE SMOKE/CODETECTORS IN ELECTRICAL PLANS BEDROOM LOCAATIONSTIONS TO MEET LOCAL CODE. 5.ALL CIRCUITS IN BEDROOM (SWITCHES, CEILING LIGHT W/FAN LIGHTS AND OUTLETS)TO BE ARC-FAULT CIRCUIT INTERUPTER-AFCI. 6.ALL RECESSED LIGHT FIXTURES AT CLOSET JOB#: #1822-HARVEY RESIDENCE LOCATIONS TO HAVE PROTECTIVE LENS FILE NAME: COVERING AS REQUIRED BY CODE. _ DRAWN BY: D.A.N. DATE: 10.15.18 Ck.K, D.A.N. SCALE: AS NOTED y� SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS \DtA �O AND DESIGNS INCORPORATED HEREIN,IS �n-A FURNISHED AS AN INSTRUMENT OF y CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 'k E1 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 9�� 04 0399 y0� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OF NE WFORT E MEMBER REPORT PASSED GENERAL NOTES Second Floor Framing,Floor:Beam @ Kitchen Opening - - - - - 3 piece(s) 1 3/4"x 14" 2.0E Microllam@ LVL 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE.INCLUDING IRC 2015 DESIGN W/AMENDMENTS. (31u Overall Length: 14' 7" 1 F:=J I 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLUTION PRIOR TO START OF WORK. David A. Noe, AIA 0 0 - KITCHEN 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS 4 Stonewood Dr. F,00-1 OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE Old Lyme, CT. CEILING HE 11 1" OWNER. dnoe@360designplus.com 14' ' 14'LO" II I R E V I S I O N S (617)-549-5457 © 4x6 PSL POST CLEr sP"N II NEW 4.6 PSL POST KEY DATE DESCRIPTION Do N TO BEAM I DOWN BEAM Q CONSULTANTS: W,USE SST-EPCZ I II BELOW,,U USE SST-EPC 1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. PO T CAP I II POST CAP Design Results Actual @ Location Allowed Result LOF Load:Combination(Pattern) System:Floor NEW LVL B ABOV0(3)1 'x 1JJ4"II2.0E Member Type:Drop Beam MICROLLAM L CON T VVI SD925312 2 Member Reaction(Ibs) 8781 @ 14'5" 13781(3.50") Passed(64%) -- 1.0 D+1.0 L(All Spans) I Building Use:Residential (3 J1 @ "O.CJ EACH SIDE II Shear(Ibs) 7227 @ 13'1 1/2" 13965 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 L - Moment(Ft-Ibs) 29721 @ 7'7 5/8" 36387 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD 3 Live Load Defl.(in) 0.217 @ 73 112" 0.356 Passed(L/787) - 1.0 D+1.0 L(All Spans) - 10'-7 1/2A S-4 1/2" - - Total Load Defl.(in) 0.502 @ 74 7/16" 0.712 Passed(V341) - 1.0 D+1.0 L(All Spans) _ \ NEW 2x10 JOIST w x g •Deflection criteria:U.(L/480)and TL(L/240). _ V,rn •To Ede Bracing Lu:To compression edge must be braced at T 9"o/c unless detailed otherwise, HANGER SST DRIVE� J - - P 9 9( ) P p 9 USE STRONG DRIVE LL v_ •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'7"o/c unless detailed otherwise. FASTENERS 0 0 co Bearing Length Loads to Supports(Ibs) F - I ir o¢EL LEGEND: Supports Total Available Required Dead Floor Live Total Accessories I I I RO STUD WALL 1-Column-PSL 3,50" 3.50" 1 2.07" 4417 3719 8136 None - - 2-Column-PSL 3.50" 3.50" 2.23" 5062 3719 8781 None NOTE: PROVIDE(3)JACK STUDS @OUTSIDE WALL W/(2) - - ALL DIMENSIONS TAKEN FROM FACE Multiple Member Connections - - KING STUDS - - OF STUD UNLESS NOTED OTHERWISE Type Location I Fastener I Placement Rows O.C. #of Fasteners Details Uniform 0 to 14'7" I Strong-Drive@ SDS Screw SDS75312(3-1/2") 1 Both Sides 2 24" L17 Dead Floor Live Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0to14'7" N/A 21.5 - STRUCTURAL PLAN @ NEW BEAM 1-Uniform(PSF) 0 to 14'7"(Front) 7'5" 12.0 40.0 Default Load 2-Uniform(PSF) 0 to 14'7"(Back) 5'4" 12,0 40.0 Default Load Scale 1/4 = 1 l-OII 3-Point(lb) 10'7 1/2"(Top) N/A 1379 4-Uniform(PLF) 0 to 14'7"(Top) N/A 381.0 - Member Notes Beam located where wall is removed at existing kitchen We erhaeuser Notes 14'-0" Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator NEW LVL BEAM ABOVE(3) 1 "x 14"2.01E -MICROLLANJ LV W {dS�susTAINABtE FORESTRywInaTlvE CONNECT W/SDS25312(3 " 24"O.C.EACH SID Weyerhaeuser ll ForteWEB Software Operator Job Notes w Designed: 10/12/2018 4:34:13 PM UTC NEW 2x10 JOIST HANGER Z David New Beam For Fishers Island Kitchen.Including 360 Design Pius support for wall above on second floor. ForteWEB VIA,Engine:V7.3.0.262,Data:V7.2.0.2 SST-HU210-3 .. (617)549-5457 dnoe@360designplus.com File Name:Fishers Island Kitchen NEW 4x6 PSL POST USE STRONG DRIVE NEW 4x6 PSL POST Z e DOWN TO BEAM FASTENERS DOWN TO BEAM j Pa 1 z g /1 Q BELOW,USE SST-EPCZ BELOW,USE SST-EPCZ O� ( � POST CAP (3)2x10 DUG-FIR BEAM POST CAP Q J C/ UNDER WALL ABOVE Q- U) r • U r MEMEMBER REPORT PASSED rr � � � Second Floor Framing,Floor Joist for wall above UJ 3 piece(s)2 x 10 Douglas Fir-Larch No.2 z U_ Overall Length: 15' 4" 0 0 i, EXISTING 2x10'S 14' 9" ISSUED FOR: FULLY BLOCKED FULLY BLOCKED ' © © COLUMN COLUMN PERMIT____1 I , All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @Location Allowed Result LDF Load;Combination(Pattern) System:Floor Member Reaction(Ibs) 1360 @ 2" 6328(2.25") Passed(21%) -- 1.0 D Member Type:Flush Beam EXISTING WOOD BEAM+1.0 L(All Spans) Building Use:Residential REVISION DATE: ALTERATIONS TO DRAWING: Shear(Ibs) 1188 @ 1'3/4" 4995 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 1. 10.6.18 FOR REVIEW Moment Dells) 5.12 @ 7'8" .37 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso � SLEEVED COLUMN CAP SLEEVED COLUMN CAP Live Load Defl.(in) 0.128 @ 7'8" 0.375 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) t SST LLC SST-LLC 2. 10.10.18 FOR REVIEW Total Load Defl.(in) 0,431 @ 7'W 0.750 Passed(L/417) -- 1.0 D+1.0 L(All Spans) •Deflecbon criteria:ILL(L/480)and TIL(L/240). 3. 10.15.18 FOR PERMIT •Top Edge Bracing(Lu):Top compression edge must be braced at IV8"o/c unless detailed otherwise. CONCRETE FILLED PIPE ,,T,". CONCRETE FILLED PIPE •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'3"o/c unless detailed otherwise. COLUMN y COLUMN •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total I Available Required Dead Floor Live Total Accessories 1-Stud wall-DF 3.50" 2.25" 1.50" 964 409 1378 1 1/4"Rim Board x•:,' 2-Beam-LVL 1 3.50" 1 3.50" 1 1.50" 970 409 1379 Blocking ..�g. \..&%.-�..'µ•.ill °,:,J'. •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. - +..���, •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Live ,` >° PHASE: Loads Location(Side) Tributary Width (0.90) (1.00) comments C(3)#5 N BASE, LOLLI COLUMN BASE, 0-Self Weight(PLF) 11/4"to 15'4" N/A Io.6 -- < D IMAGE SEE ATTACHED IMAGE CIDS 1-Uniform(PSF) 0 to 15'4"(Top) 1'4" 12.0 40.0 Default Load •_ ACH WAY (3)#5 BARS EACH WAY 2-Uniform(PLF) 0 to 15'4"(Top) N/A 100.0 - OOTING NEW CONC.FOOTING Member Notes " Floor Joist/Beam for wall above after entry wall Is removed I I PRE-MOLDED FILLER PRE-MOLDED FILLER DRAWING NAME: Weyerhaeuser Notes 2'-6" COMPACTED GRAVEL COMPACTED GRAVEL � 2r_cn STRUCTURAL V Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the ovenll project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at DRAWINGS Weyerhaeuser facilities are third-party certified to sustainable forestry;tandards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESP-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wc>odproducts/document-library. The product application,input design loads,dimensions and support infomation have been provided by ForteWEB Software Operator STRUCTURAL ELEVATION OEW BEAM JOB#: #1822-HARVEYRESIDENCE /�, 2 FILE NAME: (d'�SUSTAINABLEFORESTRYtNiTiATNE Scale 1/4 = 1!-Olt Weyerhaeuser h DRAAN BY: D.A.N. DATE: 10.15.18 CH C ED BY: D.A.N. SCALE: AS NOTED f ST R )yc SHEET: ForteWEB Software Operator Job Notes Designed: 10/12/2018 4:20:22 PM UTC THIS DOCUMENT,INCLUSIVE OF THE IDEAS 1D q '>/� David New Beam For Fishers Island second io.Including AND DESIGNS INCORPORATED HEREIN IS �n 360 Design Plus support for wall above on second tour. ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 , ' { , (617)549-5457 FURNISHED AS AN INSTRUMENT OF " n dnoe@360designplus.com File Name: Fishers Island Kitchen CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE S1 . 1 Page 1/1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN '- .� TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 9 �40399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �r �O 0F