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1�1'— +�►FFOtr� Town of Southold Annex 9/19/2014 " P.O.Box 1179 54375 Main Road +F"fir Southold,New York 11971 stir CERTIFICATE OF OCCUPANCY No: 37165 Date: 9/19/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 390 Mechanic St, Southold, SCTM#: 473889 Sec/Block/Lot: 61.4-15.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/1/2013 pursuant to which Building Permit No. 38006 dated 5/7/2013 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: addition and alteration to an existing one family dwelling as applied for. The certificate is issued to Rowe,Trevor&Derosier, Lois (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38006 8/25/2014 PLUMBERS CERTIFICATION DATED 9/9/2014 Geor e Berry, Jr. A h ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'at 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#: 38006 Date: 5/7/2013 Permission is hereby granted to: Rowe, Trevor& Derosier, Lois PO BOX 637 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 390 Mechanic St, Southold SCTM #473889 Sec/Block/Lot# 61.4-15.1 Pursuant to application dated 5/1/2013 and approved by the Building Inspector. To expire on 11/6/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $919.20 CO -ADDITION TO DWELLING $50.00 Total: $969.20 uildi g Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICEA.TE OF OCCUPANC' This application must be filled in by typewriter or ink and submitted to the Building Department with the following A,- For new building or new use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2, Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical i�taliation from Board of Fire Underwriters. 4. •Sw.ora statement from plumber certifying that the solder used in system contains less than 2119 of 1%lead. 5. Commercial building*industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliauce'from architect or engineer responsible for the building: .6. Submit Planning Board Approval of completed site plan.requirements. 13. 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 epmpleted 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. Certifeaie 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 House No. Street Hamlet Owndr or Owners of Property: Tn-„)�, �{,Yr Suffolk County Tax Map No 1000, SectionBlock Lot subdivision Filed Map. Lot: Permit No. 3z�-Date of Permit. Applicant:App A/1 Health Dept.Approval: Underwriters Approval: ?fanning Board Approval: Zequest for: Temporary Certificate Final Certificate: (check one) =ee Submitted: $ Applicant Signature SO(/l�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , Q roger.richert(a--town.southold.ny.us Southold,NY 11971-0959 Q Iy�OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rowe Address: 390 Mechanic St City: Southold St: NY Zip: 11971 Building Permit#: 38006 Section: 61 Block: 4 Lot: 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ COrazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust fans Notes: Inspector Signature: 6 Date: Aug 25 2014 81-Cert Electrical Compliance Form.xls w $ufFot,��o Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 'y�O �aO� Telephone(631)765-1802 Southold,New York 11971-0959 .t BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1 L Building Permit No. �j d0 rj Owner: 7121 JN- 4 Lo 1 S Vow/ (please print) Plumber: c a (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f(Plumb ignature) Sworn to before me this day ofej0� 20� Y NotaryPublic, County i 1 �o��,oF soujyolo N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM s DATE INSPECTOR 36of s d N • Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T N [/FRAMING DATION 1 ST [ ROUGH PLUMBING [ DATION 2ND [ ] INSULATION / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ak)r c� D DATE INSPECTOR i oF so�lyo� � e ll TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] 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 INSPECTOR'( OF SO(/Tyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE S INSPECTO �►UN ?n14 June 111h, 2014 Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Rowe Renovation/Addition This letter is to certify my 6/10/14 inspection of the insulation installation at the home of Trevor and Lois Derosier, 390 Mechanic Street, Southold, NY. The insulation installation conforms substantially with REScheck envelope assemblies and the code requirements set forth in the 2010 Energy Conservation Construction Code of New York State. Sincerely, Anne Surchin, R.A. ED Aqc Q � � �9 019005 yOQ OF NE`t'� A; 1 1 �I 0 ;�' • 1 i • 1 f:M • r rAFA i 4i Aa"w A IN&ULATION PER Y. STATE ENERGY CODE --------- ---- ML WA i�I, ` • r ADDITIONAL . , NTS H � �, _��� +► Com' � � � �� .i� i 12 �•► 1 = 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application ' Flood Permit Examined '20 Single& Separate Storm-Water Assessment Form Contact: Approved Mail to: Disapproved a/c Phone: Expiration ,20 But mg Inspec nnil PLICATION FOR BUILDING PERMIT Date A , 20 T. 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. Qmnu) (Signature of applicant or name, if a corporation) 355 ql" ')& ,�t%t So tk OI (Ma' ing address f applicant) I State whether applicant is owner, lessee, agent, architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises 7T tvo- Ayy Lo 15 %x:a 5 e-4- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: '310 M.LC4�0,0,_ Sl . 2a . u House Number Street Hamlet County Tax Map No. 1000 Section 61 Block Lot ( �, 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 ,41 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— r, . a 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 1 2 , Rear .2� Depth Height 'Z 3 ` - 6'' Number of Stories "2- Dimensions ZDimensions of same structure with alterations or additions: Front 5L>R✓6'-r Rear Depth Height Number of Stories �2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing contract)above named, CONNIE P. BUNCH (S)He is the A Notary Public,c J"u-of New York (Contractor,tl Corporate Officer, etc.) 050 Ouaiified+ E185 County Commission . W;3s Aprd 14,2�� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ? �4 �1 day of 201 Notary Public Signature of Applic.924t 3 � o0 Town of Southold - Chapter 236 - Stormwater Management Bbl SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL. INFO TION: (All Requested Information is Required for a Complete Application) APA MME: Owner -CwotdlaM-Conlrsow or Other(circle one) Propsrq OWNER Or Dinstant that Appllgtlf) G 5UR�iE i N REOVblt. POW& L6►S roele! Address 55 `(0.!N4S /AVL 6 u .�� Address: s Q b Telepltonse -765 -636'4 Face (366-376' 3 S06 Telephonse 1 CS - 5$6`� Fate E-Mail 15UrJ\ �c GdE-MaU: i<OU.ie E? 2-1)66. I Propwty Addrasa: 3 Brief De wripaon of Construction Activity,Proposed Str china BMPs,sol i 7000 I ,I Stabairitioa Bhf1%Project Scope and/or Setjuawe of Construction Activity i ta.rw sera.., swa, Lot Irrovies Additional Pages a IJeecee) e Nome of Contrmcmr wmNf w Cotiset Person Rnparmible for knpkmo,feart of SWPPP: - �-_--------------------------------------------- O ) I Talepbonse Face -_-_----_-------_-•--------------------------- f E-Mev: ----- -----------------•---------- !'. Name of Parsons Responsible for Installation 8 Mmtnfsronw of Erosl*n Control ------------------------------------------- practice. --------------------------------------------- Telepimmse Fax -------- --------------------- _^___._. E-Mail: h Total Arae of U TOW Ares of Land ------ Project Psteele: 1 s)S I 1 S+F. antfw Ground DWwbanoe: 'f7 8 q S, i Project Duration: Start t End2 i( -..------------------.---------,--__ _ .. ___ Dere 7 I�j Dala: J I_1 twne.rartarnsr ) --------------------------------------------- f WlNthis Project Disturbefive(5)orMore Acres at _-_.__. __..____ ._ _._______.________.___-- Any One TimeDuriztheProposedDevelopment7 Yes No ---_-------_.-------------------------------- `. e IFYES:PimaAnswrtheFoyaelnal _ __.._----__._...--------------- a. Does the Applicant have a Qualified Inspector On Q 7-1 Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP indicate How Frequently the Site O List the NAMEES1r description*fall Potenvelty Impacted Walerbedies amdforwetlands: i Inspections will Occur and for What Period of Time 7 Yes No ------J.! C 1J c. Does the SWPPP Adequately Identify AN Temporary = = -- and/orPermanemt Soil StabalizabnMeasures 7 Yes No _"----------'---------------_...______..__..._..---___ d. Does the SWPPP Adequately Identify a Complete 0 0 ___..__-•-•-._-.._......_._._._..._.-----_...... ...._ _.._ ._ __ ..__----- _.._.. . � f Project Phasing Plan 7 Yes No stews of Impsoud W*Wtb*dy:(sg.TMD(,309(d)Uslsd,Impaired-) e. Does Bre SWPPP Indicate Additional Site Specific Practices that WId be Lrdlized to Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DECType of knpacted waterbody..leg.Lake,creek,Bay.Pond,sound,Freshwater Wedend-) Of Intent and SWPPP Acceptance Form far Reviewiew Q by the Town of Southold? Yes No S7 A'1F OF NFW YORK, e o ew or I. COUNTY OF...........................................SS No.01 BU618505o i aualified in Suffolk County d tike �O 2GN i N C mmi That I.......... .. ...?................................................being duly sworn,deposes an(psays t�ia6�1 ermit, I Ti"(Name of individual signing Document) I . Andthat he/she is the ......................................................................... . .........,.... ................................................. .........._... i. (Owner,tbntracfar,Agent,Carpareee Otliceretc..) Owner and/or representative of the 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 herewith. Sworn to before me this; _.. ..!.!... ,,22 .................kY of-- ....... .... ....-----------......,2OJ3 NotaryPublic: .. ..lP............. �' ............... ... :r.....�-..... . .................. ................... (Signehae err ApplitaM) SWPPP Assessment FORM: 03-12 j i OTr SC��/lyD Town Hall Annex 41 Telephone(631)765-1802 i s 54375 Main Road CA (631)76 ,95 ; P.O.Box 1179 G @ roaer.richert _#own.sou o .ny.us Southold,NK 11971-0959 Q �O i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date:, �1c/ Company Name: z Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) ! *Name: *Address: *Cross Street: ! 1 *Phone No.: Permit No.: j. Tax-Map District: 1000 Section:� Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1 (Please Circle All That Apply) *Is job ready for inspection: a �9/ NO ough In Final � *Do-you need a Temp Certificate: YES/� ! Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 450 200 300 350 r her ! New Service: Re-connect Underground Number of Meters Change of Sery verhead Additional Information: PAYMENT DUE WITH APPLICATI JAN - 9 2014 I - BI-DG. DFPT. 'TIOLD 82=Request for inspection Form I ��t � �� I SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 101"UNTI, August 26, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Trevor Rowe PO Box 637 Southold NY 11971 Re: 390 Mechanic St, Southold TO WHOM IT MAY CONCERN: The FollovAng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. p 0 val. P �Rii n ealthDe rtment A val. (5L Plumbers Solder%Certi te. (Ail pe its involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38006 —Addition/Alterations • ��. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT �►-ear6 wP beros,�r ORMER Q NIR / N E ACR. on I,,-- in' �2 a t Pi eKIn4f %0S Pr .�- W TYPE OF BUILDING �. RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS J U c) / v 6 1 4n HT efelt'w k - b Nq 9 �ao5-LL 12-' 41171.1-ea Il 7'� A vie anvs�a, gab AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH t House Plot BULKHEAD Total DOCK Ell ■t B Gil■■■�Y�� SLFiDI.I� COL�NJY TAX MAP 'i DIST I000 Sffz 61 DoT J5 M A/N R D. (Rou7f 2S) � a .� Er i Z iI V Fr iv) .HETNOO/}T EP�s�a.�iOC C.IY/,PCN „i/f.Pi7.ouiir^'�� RN �t �� (� i�er.wsrrr' fR. BA � ') 00 F 10,+'0 N 67" 47" _ a f••' h u C-1: Tt -11- 4p� .�� . o h 1 n.I sQ 237✓ � • Z I S 63' S4. OD t' ���y Ibe 4^d Surve7on isdsad sol a embou.d iust boring Rr-Wro (: iet ul tb.sun T��p to be.v lid[[ve copT• sd s1uR oo[be mnsidee•'d w the pr•P•?[7 wnh rhe minimum sunduds nl nc�Ns. York Stue M srRseo(a dbTs�io^�i shorn hesenn(rw'o�Mrrsetrrrn to pscpued in ucad•a,: �rK usd thnekK.te not i^sodsd JPS d herev.sb.11 rvo adz to d.Pn menu)•",q snd ese tiro o(k�.Rpsy^g pNtrritrg�� N L^d Tide Ass^riuion. sua fa wham r lines.ee for.spelt pool.p--. .nd nv Ara belnl(tv the rid.cornp.nT• go`' l.uiWing{or•^7 r pDO�t D0. is pfel d' ed but— .ddisiorul iMtitrttof 5ea�vn e�rsx^7m—m of e""/nn,'b.. M.,k ble tondwt t ttrtihed. �� of oris:veer h+.ivl.don ©CO Utruthaised.basion a ioa Vw. r L.S• d rh<Ne•'Yssh Spse EdvratJ. MAP OF PROPERTY DONA��ESTO E �InuaE SOtIrNO,tD R1CM/►RD W14Lf4E10MM-A"o— , TONIN OF SOV r I D.i C--W. Y. 2 T � SURVEY.ms-.µ,Y. 11717 n C n.w Mmidt•ti N T l glla ,4L/4tJS �TASKf¢ T.L e7 S"RKKCDNfi�'!v'/r gli h; s FOR SVITIcIw Ta_tool lRANSMA SFCU,@/TY 7/TLf ` �iv.4P o KR n q�'1(. Lem •, S` 7 k, lr` ?� �,• t 5 JoS �y' .. n�peF � �w a:t� �,�,. ..-e •{r",L�i "'�' .V�`v . i'i i - 4 .f ♦ i��?,: �(J,y,t�' spit .�'�'� st^ REScheck Software Version 4.4.3 Compliance CertificateCNJ( 4 1� r � Project Title: Rowe Residence Renovation/Addition + Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family 05% 18005 Project Type: Addition/Alteration TF OF NCO Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 390 Mechanic Street Trevor and Lois Rowe Anne Surchin Southold,NY 11971 390 Mechanic Street Anne Surchin Architect Southold,NY 11971 P.O.Box 1201 631-765-5868 Southold,NY 11971 tlirowe@yahoo.com 631-765-6364 surchin2mac.com Compliance:11.4%Better Than Code Maximum UA:211 Your UA:187 The°r Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • Assembly Area c_, R-Value R-ValLle or D•• i Perimeter • Ceiling 1:Cathedral Ceiling 693 38.0 0.0 19 Ceiling 2:Flat Ceiling or Scissor Truss 138 21.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 30 15.0 0.0 2 Wall 2:Wood Frame,16"o.c. 978 21.0 0.0 46 Window 1:Vinyl Frame:Double Pane with Low-E 6 0.270 2 Window 2:Vinyl Frame:Double Pane with Low-E 8 0.280 2 Window 3:Vinyl Frame:Double Pane with Low-E 92 0.300 28 Window 4:Vinyl Frame:Double Pane with Low-E 28 0.310 9 Door 1:Glass 41 0.310 13 Basement Wall 1:Solid Concrete or Masonry 861 0.0 10.0 53 Wall height:7.8' Depth below grade:6.7' Insulation depth:7.8' Basement Wall 2:Wood Frame 110 0.0 12.0 7 Wall height:1.0' Depth below grade:0.0' Insulation depth:1.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date REScheck Software Version 4.4.4 Compliance Certificate Project Rowe Renovation/Addition Energy Code: 2010 New York Ener 9Y Conservation I `SUN 1 ?014 i11 LJ Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition ,!OLD Heating Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 390 Mechanic Street Trevor Rowe&Lois Drosier Anne Surchin Southold,NY 11971 390 Mechanic Street Anne Surchin Architct Southold, NY 11971 P.O. Box 1201 631-765-5869 Southold, NY 11971 tlirowe@yahoo.com 631-765=6364 surchin@mac.com Compliance: trade-off Compliance: 7.7%Better Than Code Maximum UA: 26 Your UA: 24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly 01' or Door UA Perimeter- U-Factor Wall 1: Wood Frame, 16"o.c. 72 13.0 0.0 5 Window 1:Vinyl Frame:Double Pane with Low-E 16 0.290 5 Wall 2: Wood Frame, 16"o.c. 107 19.0 0.0 6 Ceiling 1: Cathedral Ceiling 76 19.0 0.0 4 Floor 1:All-Wood Jo ist/Truss:Over Unconditioned Space 76 19.0 0.0 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Aameh-Title- 4Siiat'urre� Date Project Title: Rowe Renovation/Addition Report date: 06/10/14 Data filename: 13.rck Pagel of 1 &VoAt A Nailing Schedule GENERAL NOTES RIS�check Software Version 4.4.3 120 M.P.H. Wind Zone within 1 mile of water 1. Prior to submitting a Proposal,Bidders shall visit the site and carefully examine the existing premises and Co Hance Certificat work to be altered and demolished,and shall familiarize themselves with existing conditions and the nature + and scope of the work and difficulties that attend its execution. Submission of a Proposal will be construed Joining Elements Method Nail Type Nall Spacing as evidence that such an examination has been made, and later claims for labor, materials or equipment & Number required, or for difficulties encountered, which could have been foreseen had such an examination been made,will not be recognized. Roof Framing 2. The existing residence%vil[be occupied at tinnes during the entire period of construction. The Contractor Project Title: Rowe Residence Reno tion/Addition will cooperate with the Owner to minimize conflict, protect persons and property, and to facilitate Roof rafter to to toe-nail 3-8d per rafter occupancy and usage of adjacent rooms. Energy Code: 2009 IECC P plate toe:-na3. The Contractor shall assume full responsibility for the protection and safekeeping of products and Location: Suffolk County,New York L/ Roof rafters to ridge,valley, toenail 4-lbd Construction Type Single Family i or hip rafters face-nail 3-16d equipment to be used for this construction contract while stored on the Project premises. YP � S y 4. The Contractor shall be familiar with and responsible for adherence to governing regulations of Glazing Area Percentage: 17% Heating Degree Days: 5999 {'ening joist to top plate toe-nail 3.8d per e joist oist authorities having jurisdiction. Climate Zone: 4 5. All construction shall conform to the Building Code of New York State effective August,2010. (Note: 11'ith ceilingjoists installed Ymn!!el to rafters, fire stare of the toerraits in the rafter auri ceiling joist shalt he a rrrirrinurnr of 3.) 6. All construction shall conform to the Energy Conservation Construction Code of New York State,based - � Construction Site: Owner/Agent; Designer/Contractor: Ceiling joist parallel to rafter face-nail 3- Ibd each overlap upon the ICC International Code, as published by the international Conference of Building Officials, 390 Mechanic Street Trevor and Lois Rowe Anne Surchin Ceiling joist laps over partitions face-nail 3- 16d each overlap effective December 28,2010. Southold,NY 11971 390 Mechanic Street Anne Surchin Architect Blocking between ratters toe-nail to,top plate 3-ltd 7. The Contractor is to provide and maintain constant control of dust, debris and lead containment for Southold,NY 11971 P.O.Box 1201 between rafters toenail to rafter 2-8d each end renovation, repair and painting during all operations, including the provision of temporary interior and 631-766-5666 Southold,NY 11971 Blocking bthrough overlap Sd exterior protection barriers to safeguard building occupants, pedestrians, adjacent automobile parking, tlirowe@yahoo.com 631-765-6364 Collar tie e rafter Each nail 4 building equipment,and existing and new appliances. surchinOmac.com Rim board or subfascia to rafter end-nail 2- d each end 8.• The Contractor shall keep the construction site as clean as possible and remove demolition and construction debris from the site at the end of each day and legally dispose of same. Consult with owPasses ner for using trade-oft ROOF High Wind Clips and Straps location of dumpster. 9, The Contractor shall restore to satisfactory condition all new and existing construction work and other Compliance:42.8%Better Than Code Maximum UA:211 Your UA:184 Ridge tension strap to top face-nail 0-8d per rafter improvements that are damaged as a result of contract operations. The%Better or worse Than Code index reflects how Gose to compliance the house Is sed on code trade-off rules of rafters 10. Do not scale the drawings;written dimensions supersede scaled dimensions. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code h a 11.The Contractor shall verify dimensions on the drawings and measurements at the site and be responsible b- 10d per rafter for their correctness. No extra charges or compensation will be allowed on account of differences betweenGross Roof with ceiling joist and face-nail to rafter rafter connection: "Simpson face-nail to double top plate 6- 10d per rafter actual field dimensions and those indicated on the drawings. Any differences found shall be reported to the ` I-110-2"hurricane ties(required t;0' Architect at once, in sufficient time for the Arrchitect's consideration and direction before the Contractor Perimeter each rafter) proceeds with the work involved. Ceiling 1:Cathedral Ceiling 693 42.0 0. 17 12. If any discrepancy or conflict should appear in the drawings, the Contractor shall, before proceeding Ceiling 2:Cathedral Ceiling PLUMBERfERTIFIC•OA,TION°0 5 with the work in question,notify the Architect and request an interpretation. Li no case shall the Contractor Roof Sheathing proceed with the affected work until advised by the Architect. Wall 1:Wood Frame, 16"o.c. ON LSD£ N Er vna 2 Wall 2:Wood Frame, 16"o.c. TE 1 0 46 13. Unless specifically called out as"existing", all noted materials are new. CERTIFICAT��QF ' � UPANCY 270 2 At roof rake&plywood sheets 8d 4" o.c. 14. The word"provide"means to supply and iinstall. Window 1:Wood Frame:Doublq Pane with Low- above rake and lookout rafters 15. The Contractor shall provide and be reslponsible for any and all safeguards required by any law, Window 2:Wood Frame:Double Pane with Lo -E SOLDER USED IN WATER o. 60 2 ordinance,permit,insurance requirements,arid)Architect's admonition,or that conditions and contingencies Window 3:Wood Frarne:Double/Panwilhw-E 0.3 28 Within 4'perimeter edge zone at edge of sheathing 8d 6"o.c. require at the project site,including but not limited to,protection of openings cut in walls and floors,for the Window 4:Wood Frame:DoubI w-E SUPPLYS TEMCSINNOTositive revention of accident to the public, air to the workmen, or damage or injury to public or private EXCEED OF1°/o LEAD. 0310 13flb'rthnr 4'of!hc Yeriareter edge of the in field of sheathing rid (�"o•c. P P Door 1:Glassroof, including 4'cr nil sides of the roof property.Yenk,enr'c nerd�nh1e edges esceltt at roof 1,6. The General Contractor and Subcontraclo�rs shall be insured as required to perform the work of this Basement Wall 1:Solid Concret861 0.0 10.0 53 Project. Wall height:7.6' rake and lookout rafters.) Depth below rade:6J' Within the interior zone of at edge of sheathing 8d 6" o.c 17. The Building Construction Work Permit twill be paid for by the Owner and will be obtained by the P 9 l ID V,§-- the roof(More than 4'genas from the in field of sheathing &i 12" o.c. Owner's Representative. All other permits required by authorities having jurisdiction, such as permits for Insulation depth:7.6' roe edges nerd enk.) specific trades, are to be filed for, paid for, and obtained by the Contractor. Scheduling and obtaining Basement Wall 2:Wood Frame �A iMtOj � 0.0 12.0 f Y , _ Wall height: `��Oa required inspections from authorities having jurisdiction is the responsibility of the Contractor. The e � : ' Contractor shall file for, pay for, and obtain the Certificate of Occupancy from the local Building Depth below grade:AO' Insulation depth:1.0' Roof Covering Department. 18. The Contractor shall supervise and direct the demolition and construction 1Vork,using his best skill and Asphalt strip roof shingles h 12 gauge shanks per shingle attention. The Contractor is solely responsible for all demolition and construction means, methods, Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Fiberglass/ p p }, (Hot-di�red,gnlnnrrized steel mails with n ruiuirrnun techniques, sequences and procedures, and for,coordinating all portions of the demolition and construction calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in {1 3/8"diameter head,Trail to extend.nrirr. 7/8"through Work under the Contract. Safety }>rovisioms of applicable Federal (OSHA), EPA, State, Local Caws, REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck kispection Checklist. roof deck, AST11i F 1167,of U.S.A.or Canadian in 9.) Construction Codes, and sound construction Piractice shall be observed and maintained by the Contractor at all times. In the event of a discrepancy betweein the various standards of safety required, the most stringent �;hi9GJ r �! r,Y; provision shall be considered to he applicable in an given situation. Contractor is responsible for accurate ---- - ----- -------- _ - ---- ----- - - - PP Y g Name-Title Signature Date Wall Framing fit of all construction including c);vner-supplied materials. 19. Architect is not responsible for floor finishes chosen by others. Upper top plate to lower plate face-nail 2-16d per foot 20. Finished grading to code around ne%v construction shall slope away from house and blend into existing. RETAIN STORM WATER RUNOFF To face-nail 4- 16d joints-each side 21. Concrete shall be ai.r-entrained normal weight concrete, have.a 28-day compressive Strength of 3000 PURSUANT TO CHAPTER 236 P Plates at intersections ace-na 2- loci o c P.S.I.,w/max.slump of 5",conforming to A.C.I.301-72. Stud to stud face-nail Built-up header,piece-to-piece face-nail 16d It)" o.c.along perimeter 22. All structural members to be Doug.Fir,strutctural grade 1500 P.S.I. p F THE TOWN CODE. P P P 23. All flush framed conditions to be securely tteco-ed. APPROVED AS NOTED Continuous header to stud tae-nail 4-sd 24. 1 Ieating&cooling vents to match existing. Top or bottom plate to stud end-nail 3- lhd per 2 x b stud ,j`o6a Stud to sale late toe-nail 4-tad 25. All interior trim,casings etc,to match exiting as per dlvgs._and Owner's directive. DATE: B.P.# PLUMBING P 26. General contractor is responsible for coordination for all trades. Bottom plate to floor joist, rim joist, face-nail 2 Ibd per foot 27, Contractor to repair at his/her own cost an area damaged(site,bld r utilit )b y construction. 1 ALL PLUMBING WASTE end joist or blocking P Y 6 g Y 1 FEE: BY: Endwall corner studs(Shearwall) face-nail 2- Ibd 6" o.c 28. Where new construction meets existing,blend the intersection so that no seam or joint is visible. NOTIFY BUILDING DEPARTMENT AT &WATER LINES NEED n' ll it wood ane) face-nail lid 3" o.c.(r,perimeter edge 29. All products,materials,etc.,to be installed as per manufacturer's recommendations. TESTING BEFORE COVERING Shear a } ) p 30.Contractor shall protect all plantings designated by owner during construction. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Walls High Wind Ties, Straps and Anchors 1. FOUNDATION - TWO REQUIRED 16 10d per strap FOR POURED CONCRETE Cn' I IC- O Header over jack stud at non-impact tact-nail 2. ROUGH - FRAMING & PLUMBING O�VUP�t " 'a i `�'>lass windows"Sim son # LSTA21" Lalry 3. iPJSULATION 1I `� b P (1 regnned C4'each end) ��� I� b s '• ; „ �o f 4. FINAL - CONSTRUCTION MUST C ice strap b 1 Aa BE COMPLETE FOR C.O. WITHOUT !� s - ��TC Jack stud to rim joist tea all windows face-nail 14-10d F 1 W "Simpson# L51'A 18" e 'ALL CONSTRUCTION SHALL MEET THE w;t,,;,,end0f Rowe Residence Renovation Addition - Code Anal S1S � d REQUIREMENTS OF THE CODES OF NEW �I- OG'�U��� >aE �` 5/8" mudsill anchorbalt embedded 15" 6"-12" each plate,33" o.c. Max 120 M.P.H. Wind Zone within they Wind-Borne Debris Region-'Prescriptive Design YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Ol screwed l4-SDS 'd" x 2-1/2" per hoiddown Corner I lolddot�ns{C.s,dewalls) Reference Standards for 120 m.p.h.winds zone design: "Simpson # HDU5-SDS2.5 embedded 11 1/4" S/8" anchor bolt dia. per holddown startin r b"-12" within American Forest and Paper Association ((AF&PA), Wood Frame Construction Manual (WCFM) for One and Two- COMPLY WITH ALL CODES OF 3" x 3" bearing plate screwed down with not g "simpsan LBPs�/�„ end of pate, 1 per bolt Family Dwellings-latest edition NEW YORK STATE'&TOWN CODES American Society of Civil Engineers, Miinimum Desmon Loads for Buildings and Other Structures AS REQUIRED F Wall Sheathing (ASCE 7-98) SMTRMTDWM At all locations lid 6"o.c.at plywd.edges 40 psf E� MMD 12"o.c.in plyivd. field Structural Design Loads: Floor live load S0(}�I�IB Roof dead load 15 psf Floor Framing (Prescriptive design to code) $ e� $ Floor dead load -slab on grade Ground snow load 45 psf Joist to sill, top plate or girder toe-nail 4-8d per joist 2- C -- toe-nail lid each end Exposure: Bridging to joist each end Seismic Zone: B Blacking to joist toe-nail 2-8d Severe Rowe Renoyation/Addition Blocking to sill or top plate toe nail 3-16d each block Weathering: • face-nail 3-16d each joist Ground Snow Load: 20 390 'Mechanic Street, Southold, New York 11971 Ledger strip to beam 36 General Notes,Code Analysis,RESc joist an ledger to beam toe-nail 3-fid per joist Frost Depth: hec ergs Band joist to joist end-nail 3- 16d per joist Termite: N'1-}] Data,Nailing Schedule,Schedule of Drawings Band joist to sill t top plate toe-nail 2-16d per foot Decay: S-NI Design Temperature: �$�- aQ�y. SCALE DRAWN BY: JOB NO: Floor SheathilIg lee Shield Underlayment• Yes ¢�� `'�.. :• As Shown ARS 127-2L r� 8d 6"edge/12" field At all locationsI Square Footage of Addition - 831 sq. ft. CHECKED: ISSUED: REVISED: Ceiling Sheathing ARS 4/1/13 Gypsum wallboard 5d coolers 7"edge/10"field1g005 0+(. �� � ¢ OF Al fr1E* Window Protection e Surchin Architect P.O.Ann Box 1201 Southold New York 11917 Structural plywood panels mechanically fastened 2 1/2" #8 wood screws 16" o.c. 7/16"minimum thickness ��4 xPl.y/8 TSIs — 2 x ms's NORTH -- - r -L:HOLLOW LOIRE j W/GWouT If EoLT 9T5AA WAi_L 31 - ID1A. N48" �uI`�T'E Wr 10 I/z . w 6 A)L POLY V,13, U EW FOOTI H d1 'v' 'd # lox # 10 WtEL ' � v I I WIC MF-SH 4OVF_� / MIL p�Ti�, l L S�CT�o i pDLY>;TH Y L E}.1 E VA l✓01e 'E KI V V/ \L L TKOWEL �IhUISH SUl�t1AGE I t/e, ± IN 6 FEET, _.._ 1 WAT 12 1.ItJ E Mo, KE 111.w FOICCE V w/ . . .. ., - I q { 111/b T.11 E60 @ 16 MW�3 C01,46, FACE aF ------ - - # \ 1A 156?Wr E N t4zrr:�K r, r,--rH pO KC.H GOLu,kN Wit; . P ° \ F ✓ ADC N L/0 WE7W �T��, 0 TT(��, - 1 — --r r7l -4 i1 / - - - - - - - -._--- - - - --T `Al2FK0x L0C47rIbN or. l KJ� r'G, iNI.OM�N� WATEK CkT�1�C� rtFr_ tl-rF SM NEW FULL' 13A� �-AENT � , I►JTCI �1rza�t ocicETlT�rr ,) i IP 5&A\/A-rF, 126ruLLY INj VICINPTy e4l.)7-1W& WA7F K 5E1KV ICt , o -~GALV, ANGHOK 7'1 E5 &V 2'4"o.t, 1tr--1-IcAL.tg JUNCTIoNea � 'WHERE 4 �C15T'!�. r-DUNaJ&TIb tJ LUAU-z;, McE7 + A: � f — �J I L e x 1-- I' PC, P=TA�t 3000 4 11 — _ i - - - O 2XI0 mak ZATEPCI�,T`G, GKAWL- - E•icIZTG. Gli¢1?1;1, I 1 .GK J015T�j G"' ICa"D,G. I l • 2 x -4' luN�xCAV.RlTE>fi 6 0 i ' I Kow e bl,l a ELIC'C� F— EXCAVATE 4` LOVEL To Saw re- SLAB F:�N ELEvATIokl AbJ LALLY COL, = :>✓TWEEN T11 's �� p l: 11%)QKFACle FoK TO ALI&N W/ Cow, 4Ekl0vE -N55 CbL. ¢ P,e, FauutJAT IOIJ WALL i � ' c 300G7 ��, I, / •� ]IA TEL -FK0M ��I`} /z��� f 3 I'G, !�aLfi.k3 W/ �_ LI IJ E OF rAV _ l x��12" 16" 5 b ML pOLYIWt;TH 10 #104 10 WMF_4H OVeK I �\ -4- — - IYL.ENE V,g. - Y- g1�PPoeT i T --1 i I� / I GL u xl,E 4�X E, l LZAV E 04v' 7'/0 4 L' 6 To I I l ' CCIJC, MIK A �I7N 3� 15/Q J 5� �� T ' kEMOVE 50',r i � N 4- -4 1��•T�L_L (12) 5/s'` X 2Ill" I �c15'1 G °�(04 G r HCl STI N �iA� N I;u n 1JA�E 1_ -' i ��p�Ck21+l6j,L"SP,4GEx'�a II SI:CT1DN Dfi it E—�uIN Ol: 151L F TO ETH 13pL ��H I N>7 OF 13 LIC WALL `b:o x'6 m MCA z x 1 a IZV&>,K I � � 6A tAe�4T w1140W � �� �hrU ---. 10 4TALL FTC-. U u P I in THI�U - bLTEi� THOU 1312AGECI�,T'C�: PpUNnATION 6T�M Wa4 8"416", IN l I TX, L. s,`GlDEI"1 r. 1.t. 11/4" TI M>rt<R GTrzNJt�) I' WALL OF HOUSE LIIJTIL ij �'-D" SECTiON�, ! — —' ; 'SHAY r-OA ( IWSLJL 15r-7W9 STS, -I- LC L I�IMEofi�e p w/I/� " I� F NbTN,yy/O�k 15 IN PLACE 7 PAYS • - - - }-- r-- 1 C15T'�. CIeA1X/� I Cp C�/�.LV, f1�LT� 6- 1(0"D,G, ` � ' 1'AtpC1�Y� p, LEpG> E Ft;1� j►,'1.,Xllx/8" (uF.I�xcAvA -tr) —_ G112pEf (Z)2u105 (MGA 4 I ALIGN -r22r W/T/,p 'Ethos �_ 1 THPeu-Bovr'Ep .To 4-c4 I. j ! 2x.(, -ITS IN 6�1�T' • 1 11, 13jLcoI c WA,l �.TEp Pb�TS I I EMIrNT tI�E id'` 4" 1 gn I� , fi�E/��,4•� I. " _ a 501-1 c; �ul�ar.-OUT — —�---���- _ - -��— +--- -- --- - -- -- - - --- � e: e,- •� �' 12 �LEGE �G3T"'G �l:ME!.1'r kC 1 kl 0 - -:f _ ' I it GTE F q EW FTG. 'ro ALI&N To LAWP6 PIW,AFTrzK Foundation Notes Cot.l�rleAt,To t K 1. Concrete shall be air-entrained normal weight concrete having a Rowe Renovation/Addition w le, Ta W07'1 FY ,414(,x-II'��GT 28-day compressive strength with a maximum slump of 5", 390 Mechanic Street, Southold, New York 11971 AS TO aEi°TH OF 9X1417 G conforming to ACI 301,latest edition. Foundation Pull F-00 T'+Tto4 4 COWPITIONS 2. All wails shall have 1/2"0 x 12-1/2"anchor bolts @ 6'-0"o.c.max. Provide min.2 bolts per sill.Place bolts F-0" from all corners. SCALE: DRAWN BY: JOB NO: 3. Brace all walls until first floor is in place. As Shown ARS 127-21- 4. Snap ties shall not be snapped for 1 week after pouring. 5. Snap ties shall not be snapped at same time both sides. CHECKED: ISSUED: REVISED: 6. Snap inside ties before parging exterior ties. ARS 4/1/13 7. All deck posts to be MCA treated. OF It 8. All footings are to bear on undisturbed virgin soil.Minimum depth Anne Surchin Architect PL() B0)1 Southold 5 to b/o footings shall be X-4"below grade.Excavate as req'd until suitable bearing soil is encountered. L„ - ' kj0 t2.TH - 31-2,j�" 2'-D'l - --- - --- ---- -- ----- i2:D. R,0 12 b - - - - WALL TO 1�6 1 eMOVI.V ` ----- I Io ill � cl Aa Por"CH ROOF vu r�1 PM" t pAIke I � w hi � .. Uorj I- �FW e JFPor�r, A� SEw�LI AU&U WALL W/COLUMN \ i c I �/ � N i Y q ,f 1 it ' = A �� 16„ W/i? i MA5TEK 15K , lfC?I�G-H o ' 15HEW°6 $f 3 �N i I i I I - --- ------ -- - - _ -- -- iu I x i C OFi?�- _� -- = = I [:DOK3HU/1<4. F 7 - tz.o; c, l ti' � � I � ��,��.;~��- AEov�. - --- ► � , -- ---- - -- I �If.,T'C , Wl�bovtl,.,� I (i i gOLJWV IW6ULArJ0I J W\ i - � „ � --- I "6X� woos GneaEh ; , j \ --K4p �TV t2 WALL �,I-IE�VES A'rAGAlFa W/ 5"r(v"x 5/g" i kIu I I,T- I!',j - - - > .x �, j STEEL FLATL e 1i ( I !2EMCN5 WA)-L, N =-j Ifs % A � b f I I ow FiT-Hnt Sing uwm. I I TIE Kota H.aNfjC,5 FlqdMI 13 �nll, // I ' I ATrIL TIeuS{'> Atz� EGU�Er ID �Sl! M G'W% 009 n� K K �� 1 G Y K 1 Tt,H 5 h� X91 " ` ' -- --- - = ii -- i F ` _ Ni I �oN Iii' S l.� Tie. L, DN -' ' j-T Y+(WP STOVE rA(-H �IV9 Z0WIWWw � 2-I? 56b7G, ; r0 K0 f , - v - - - Hai t I � \� J' - t 'IN r, Dp (r)Z Y(05 GPI., QN HVK .----- . ` - - ---- -/O I - 4' . t�EA GI` NEV11 U, N�"i�K11GTibt� � I l p I A I Rowe Renovation/Addition . KST F:L-00 K I L„�� \ I " 390 Mechanic Street, Southold, New York 11971 First Floor Plan SCALE: DRawiv�Y: Jo>3 nlo: As Shown ARS 127-21- CHECKED. 27-2L Mva. CHECKED. ISSUED: REVISED: s1' 19005 ��' ARS 4/1,/13. ,rF OF p OF 11 "i ' GALLEi7 Nal2'rH __---• XLINE GF F':X`-r"p'I0R WAL-L, OLITSPIM FAce e*-L w ( 2 xt2 R1� COLI.At TI Se AIZE 5 APOeW IN -rRe MA-VMP. E;P-"W7 A. I,PY OUT "FTPI SO MAT �xPo G-5 AlZ� G�NT�,IZ�C7 ©W IMP WINS I I ¢"0-c" 9*11L, WACIN* 4pFaZIMETER ZINE Q Y�8 wTER`✓e 1&, O.G. }hM, DI1TI.11 Or- IN'f�I21l7tZ LAA17 EX I yT Pa<A RGOF KOOF SHeATHING .4' mp-IMETER Z" ING WAt L' MEOW eL ev e NAILING /r - -- - -- - " LOOKO rr ITER I KOOK l�LhlLlhJ l7l�G _ NOTr- SCALar) PLATE FA2FUeV 71AA J D( WA-MiWv TO WTERS 6ELoW. I 2�tv I,ED�CtiF.R i2!GLXAR AIR GAP 'TYi' er_,jweeH EXIST CHIMNEY WIND&V NEW WOW r-RAMING (2 2x12 VALI,tsY - _ -3 it VENT THRU ROOF' riAl~TM 'r` ? 2 x s3 LEtX R 12` O.G. TYI° - - -- - 2x� GRIGKET RAFTERS @ I2�OG, r(r �{t7E OF 2x12 RME I GuT w* PF✓ Fw`l• _ -_ _= I I ?N ('ANTI"�Y I HALF bk7H ! K{TGKEfJ 23110 VALLEY MKEA (TYP P, GKIC, - - FAcJrW TO TD{' 47F: N - I I W.M. I I AW ! FlKrT F� We-r FA,1, �----� 2 t C.O. 1 p — - HOU9te TRAP 4"G.►, To NI�.W Goulst( At'PROV17 WASTE DISi'O�AL SYST!✓M IT 4-H PL...L)KAE5NG SGH5,MA'71G . Na SG�t.E Rowe Renovation/Addition 390 Mechanic Street, Southold, New York 11971 Framing Flus&Details' ��oF ,MIWO 4tiv '`� SCALE: DRAWN BY: JOB NO: It �I-l.��I + 'a As Shown RB 127-21- v CHECKED: ISSUED: REVISED: 'PA 7 900'x' �► ARS �4/1/13 7pF GF NE's�p� OF 11.. S L NOTE �O'<1it7 f�lOTES II.1121CA71 CoNT I N UOUe, L0^12 PATH i;DK wtuq/HUMCo44E i r-AUIKF-ArNTm AiK-A-VENT' 12iP&S VEW7-(UWt76 e t2 6,I� 154141W KXAFT, FXBV, 10" CAVIFp1AL "Tr5 pw. ,L1 L "_1oH 5 M} JV i LLE" W1 t`Al1ZhPAGE - F'�DV1n� I LAYSK SFLP-AVHF-KIW& "WCATHOF,WA'rtk" UWPP-KI.AYAF-WT 15Y R&AF" r TS113p1;,r-Av� TO SAIVE, V-0" IN117E E�CT1 tel Ut2 WXL L U Nts . >Q�M.+�l u 11E1e OF too F UW bf IELA`(MF1J-r TO 51; 15 L$. ASPH,&I,-T , PArf-K LAFFEP Z" FAhrEW Ah P(X COPE 4 A"N u FA(TU K6 W 1'� I z 12 1UeTrtUCTI oW6. KoT7, MF, THPN $9`6,C„ r 7 MAX OV159LAP, )✓IJP+ L1V' OF417 13Y V-0„ F 113 9e,LA" r�H i N GALE 5 t3Y''GAl~' 110 M,P,H. IeATFb COLD K ;TYLE 6"( OWN59, NAIL w/HCrr PI PPEL &^I-V. r STEEL HAiL W/Mak, 5/8"C Ht^V. NAIL 'rp VCrll QP 1/8" TH K U KOO F . P7,CGK, (6) 12 CA,, ebHA44k4, Kle 5HINGL�- ---- - ' I/�" arc 1�l.YWt7, �,H�.TH1N� t---- �, •. — - - — l3/O GOLD TIES COLIAtZ. '1�1L5 F1e0ML,1�LIG!"I ��c8y32"D,G, L. ----- . ,kA.FTER Tb FLA7E 70 57U - � ' - _--,�- ------- - MW ALUM FLAaHl G AT EX11t' GHIMMY 177 NSW/ ROOF J UNO'TFD�1$ 111r — — CONCA°ALep UM 9-Mr FI.�+'di AT RETURN WALLS 1^1r --- �- INCa - / PAN F-iAOHING ; ALUM Gott 5rOG4e, W/ rA(, y 14,MIW FNNT I=1N154-t To T MA .4.1 THE 9-r"n 95NM RMF �/ -- — - - - - CONCEAL. t ALUM �:L004%* 1lr P RcvF WALLNCTI NC - ----- - -- --- �u a 7 j - I - --- 1-0 0.0.0- ALUM WANDINC> beAM RzOF AT WINMV WELL -- -- W/ FAINT FiA rc;K( PWI914 . cc1. K t,-,r ,-v/NV K 1I � __ . C5eA NT ATINC- -- I'RloK -to C8PAFz 541tN6LE (-rYP, : : -70 50E*l,42 0t2 /411 - - -. CONGEALEt7 AWM FLASHIN& AT WINNOW WELD R�TUW WAL1,5 NP 1 - O o.�. ALUM SMAMING SAM fz00F IN WINGL'"W WELI, W114 S:12 P11W > I.t c 1 YoND le' TO MAT E- -r f GFi i GOF :I� = 'lTcGHi - T/O PLATE r— - - i , 3 TV SIJt✓FL iZ Rowe Renovation/Addition - - 390 Mechanic Street, Southold, New York 11971 North and East Elevations SCALE: DRAWN BY: JOB NO: b� As Shown ARS 127-2L CHECKED: ISSUED: REVISED: . 1/4" _ I� Q„ �A ARS 4/1/13 6 1900 of t . F OF N90 t i CONGF.AL�G ALUM �p % � _ FWk%N& 7Yfo C, FVC4/WAU- du�c Owl SZf C•Kli-KET MY Nt7 @ f�TCH I \-77 i- - -� NEW ALUM STEP FLASHING L - - - - - -ria FLATe GF1 WMX i Vu'1 - � � I h -- �I ! - GKAf2E Mew IAF c9loKe;T - — ------ --- - ------- I f�GNI"fEGTI�RAI- fzGt�F ��-FtItJGI+� vvF,1�. �ot.� t�c�FINC� avF_,t2 "We4 H&,WPTGN� `SELF-ACiIE121NG-� UNVW4AYMENT- Pt!'f'l W OrEK FWnRE CKIGKLT i Co��� r-✓TAif�l� _0 Z f - EPTL, FLUE PIM N Imo. I L ��- 7 i Q -r/,O F',A- , -- rz 'Mov>✓ I;xIcT wl�c�w a� i i i U- -7/0 LG012 - Rowe Renovation/Addition 390 Mechanic Street, Southold, New York 11971 - - West and South Elevations SCALE: DRAWN BY: JOB NO: ''�� � ��►" As Shown ARS 127-21- CHECKED: ISSUED: REVISED: �.. ARS 4/1/13 NEEM OF It OF - -_ T1LE -- - - --- — I + - -- - J' Ll f I I — — - < SNE 0 r ATIN - O 1 3 0 r _ f- LtVAT10N L. UIA\Tio�j ELtV/AT10Q i ! 1 I <0> p I TCH I/0"/ F T, 1<. Hrti73�' 'V4 I H'1✓Sc;N �f'✓Ef< MILLS N - - \ —•IIJFINIT�' �i�AIQ W/ N - Tl LE 1 Hc, �IZT (,KATE __. I/s" HA L-r I-DuN p MA57�K 5ATH C IAN I a%s 2 Pt7A► L �SfCTio N FU�.I. SjZE • N N I Rowe Renovation/Addition --- -- -- - 390 Mechanic Street, Southold, New York 11971 Misc.,Interior Details,Kitchen -- - SCALE: DRAWN BY: JOB NO: ��•� • As Shown ARS 127-21- T r`A f' IN' CHECKED: ISSUED: REVISED: 8 (�] f f✓"• � /\J L 7-0!f ! �I �E V/ �7 10 'PA �9 pg ARS -1/1/13 �IJLL Sid� wr � � F OF NO OF 1k Anne Surchin Architect P�0�Box 1201 Southold New York 11937 OrtN 4HE1.V5'2 AT r*Jn OF UFPEk U1srt 2 f- - Hid 73O GNOWW MOWIUG , ")/4" 8 / HUv,,,oN 1¢iV K MIU-5 , +I -- — -- 1 1 fel..l Co>`l � TILE W—kSPL.A6H •—� rt - �--- TJ LF- 6AC,KSPiA�,�# - - r5x-1 ,I"& k-1 *E _-- I 1Y%! Z V2." TYP, 3 CIA GA ,r„ VAT 10 � �L nVA710 N � It - I/2" = 11-01t � 31- 611 -'� Hoof J viz Burr CA w66 +C-r r) -1 /2 WODf7 cAr �'�V) .r• � I 3%� 1 GK I LI. 2l/2.'k-rye, ✓(-'_�_-1/2 •p11 4 - 2L� o_w__ e R_ _e. novaton/Addfic ff Lr /ATIaN 390 Mechanic Street, Southold, New, , York 11971 Ititchen Flevattoa8 , SCALE: DRAWN BY:, JO$NO: As Shown ARS 127-21- CHECKED: 27-2L-"k—t1L CHECKED: ISSUED: REVISED:. Y .QRS 4/1013 0 7900 OF F OF Jul -- CAP S-UNC>LL-e O�✓F-�Z '' tiNG+t.I�,VLNT IL Rllx VENT Imo' "MRTAINTEED OR ARCH ITEGT APPpot,/ED E hL TD cxmmY W/ IW MPH WIND ZONI✓ KIVGF. iEWoIoN STY-Ar To F, NcA tzAFTER ✓IMPe tow 4 H U 212 M-1WWP PATTERNS FOK ARC44PV 0611,N& y y� EVERY a' AND. NAIL, 2 X4 s ON EME ALGNCy pm1Mf;' pfz. C* CI*VE. V+n pIYWD wic-4 F-eawp Wx LA`(mIQ 5GRE1NI p TO 2 A*S WITH VV' eQVV GLUSP I 4 Tb P1,11 Wa,11 %Awkrm FL-(WD GYP, PSD. ,biNTs In.. / I JU 7l 40 N Y pow E to 15EA A 2 I ( 2 > . F _ � @ LVL NeAM-R- I T IL I ( i ('Z� A �4 X I I�P> LVto L s I FUIK OUT A5 ---- — ?D ALICVJ NEW FASCIA o W1 EXIST WALL - 4 9URFAGE ftYOND 2X45 P, I(fl O.G. SOFFIT FKAMt,, '/I,'' C7%(PSUM 50AKVP Sf�tPSOt,,I MUMU N� FSU 212 BRISE SoLEIL VL 5OFFF7 T/O I°I.ATE 2 � �AMtC-Y WM i T/O euefI.4w12 CSI AM " � I 2 10 MGA rEATEV = TYP L1 -51-I^M STI. 69ACKeT "I VW TD COL: + 1 GK 5 @ I Co"O.G. �9 L 5 A 5 x 5/ib 5`'/4;' %` H 5.X5 x" STI. COL �9 WELt7Et7 TO Et+il7 G7F L'TO FORt`1 FbGKR'r FOR.. EVES "MIQ.I.I t*�V'1,1W TO qT1, DK*GKPT WI-TH (S) ij2'� eivvr2;'. '�`¢'►� X 12�ANGF•if7�Z PaD4T ' (4 sea`d) NEW F"ASP IN PACA C-04C. STAIR 1S"X lS x"S DEEP ' �►4Vl' I►ialolllll+tl► LONG FTG TYP FOF1 u�+ Imo_ 390 Mechanic Street, Southold; Ne York 11971 t75GK +X4 MCA rb5r f W. svPPORT 3 x 3 x I C�E,F:P GONG. FOOTW& 44 l IF bNe @ 4 O.G. bOTN WAYS *��.� .EALF. " DRAWN ft JOB N ` As Shown 'ARS ` 127-2L RB 1C. ��iC `T'ia�l • � `CHECKED: ISSUED: REVISED. - �1 r 1i�Ou ARS 4!1/13 4 , 7900 OF b life • LUu-e SCKEW pLYwoov w ad Door Schedule (Exterior) NO NAILS � symbol , Mamufact4refs Type Robgh Opening Lites Qty Remarks I �TIr.1-L �C IZ e`WS. '�" D,C, PAT7�1Zj.! L 1 N 0r,Z'(65 5 HYD N Windaw,# W x H 514" PLYWD0C2 F-,A.GH A A21 Awning T-0 5/8"x 2'-0 5/8" 1 2 / t:I12E Tyr. FON ALL B WDH24310 Double-hung 2'-61/'8"x 4'-0 7/8" 1 3 — -- C SIMPSON 7015TDL French Dr. 2'-8"x 6'-8" 15 1Poplar interior primed(replacement dr.) r/f N 2 w 12 D FWH27611AL Frwd.Inswing Dr. 2%6"x 6'-8" 1 1 Price w/hinged insect screen option -- ` (in kind replacement dr.) f ,4x E WHD(3)2446 Double-hung T-5 5/8"x 4'-8 7/8" 4(top sash) 3 (3)factory mulled units over 1 White keepers. 1 FW021611S F=wd.stationary 2'-1" x 6'-11 4 2 G FW060611PALR Frwd.outswing 6-0"x 6'-11" 4 per panel 1 �'• CO H WHD(3)24310 Double-hung T-5 5/8" x 4'-0 7/8" 4(top sash) 3 (3)factory mulled units over 1 operator for each I WHD(3)2036 Double-hung 2'-21/8" x 3'-8 7/8" 1 1 ' J WHD(3)2032 Double-hung 2'-21/8"x 3'-4 7/8" 1 1 K Flexiframe triangle 6'-0" x 1'-9" 1 1 light pattern as per elevation Interior Doors 1 Simpson.744 FP T-0" x 6'-8" 1 2 Simpson 744 FP pocket dr. 2'-4" x 6-8" 1 soft close hardware,privacy latch .3 Simpson 744 FP T-V' x 6'-8" 2 3/4 "� HA 6,1 N G 4 Simpson 744 FP 2'-6" x 6-8" 1 f?�175 5 Simpson 744 FP 2'-4"x 6'-8" 2 (1)pair 6 THIMMA Tku T S.10D FI IEE VX, 3'-O"x V-8" I Notes: 1. All window and exterior door units to be Woodright,400 Series by Andersen,and hinged Frenchwood in family room and kitchen. i 2. Exterior color on Andersen units to be White. C 6 x 6 , SET l%LUhH W/ 3. All awning windows to have.fold'ing operator handles, "Metro hardware" in white. Li VI1.1h �2M, CL•1L'V 1�,irLOW 4. All double-hungs new and existing to be fitted with Opening Control Device kit in White. \ 5. Provide "TruScene"insect screens with white frames for all.new windows. 6. Divided light windows will be full divided light units with metal spacers and 3/4' grill widths. 7. All windows to have corrosion-resistant,stainless steel/sea coast hardware,housings and components.S. All units to have Low V insulated glass. 9. All exterior units.to have 51/2" installation clips at jambs for house. 7'- 2 y2" 5'- (o" 1J•TS 10. Single unit Andersen Frenchwood door to have hinged insect screen in white with Antique brass'Whitmore' hardware. __ _ 11. Simpson replacement door# 7015 to have And ersen'Whitmore' hardware in Antique brass. 12. All new exterior French doors to have keyed locks for same key in each. 1g' •p t 13 Simpson interior doors to be paint grade poplar. - - - ----- -- —---- ---- --- '� PrTAI L = ,STT IG TKU55 • 3/4 KOL2 - �- • ��2'' GYt? tie. FF,T, IL 5r_CTIDN e 'D / FLATS Rowe ReneVation/Ad& ion 390 Mechanic Street, Southold, New York 11971 / 5 , Detail Sections of Truss,Window&Door Sebe l ` SCALE: DRAWN BY: J08 NO: As Shown ARS 127-2L RB �'.�• no � CHECKED: ISSUED: REVISED: �rE OF N ARS 4/4/13 OF. R, .17 Notes: 1. The contractor shall provide all labor, equip. & materials and perform ail operations as L3pglex Romptea, shown on drawings. 2. The installation.shall be in accordance with the National Electric Code, > A, all NFPA Duplex Ploor Receptade regulations and muniripat ordinances. 3. the contractor shall obtain and pay'For any permits required for the installation of the + G.F,i, de serified work. 4. All electrical equipment shall be U.L.approved. QuWruplex Receptacle 5. Contractor,shall furnish fire underwriters inspection certificate. 6. '" Door-chines by'Nutone(locate in stairwell). Weatherproof Duplex Receptacle 7. Mini downlights to be low voltage halogen MR 16'sby Lightolier. 8. Smoke detectors - provide photoelectric, interconnected non-ionization type in every R Range bedroom(as req'd,),hallways and within F of kitchen. I' % All switches to be Lutron maestro touch dimmers or architect approved equal. Color of SwitchGF I receptacles and switch plates to be selected by Owner. Q Jamb switch `f2H AFr W. 1,C, 10. Provide whole house surge protector at panel box. 11. Provide for back-up generator. 3-Way Switch ". 12. Carbon monoxide detectors to be interconnected, placed in a common avea on any story 3 -- i. having a sleeping area,fuel-fired equipment or fireplaces. Dimmer Swims i 13. Combination,smoke and carbon monoxide detectors are permitted if UL listed for such t use. �Q Telephone Jack _ _ —;� i 14. Both smoke and carbon monoxide detectors to have power interruption battery back-up. 0 Cable TV Jack Q Qums Doorbell Adjttatable Low'Voltage Receswd Light Fbftre Under Cot mte9e;t w descent Fluorescent Fixture 1' ( p • Wall Mticttbed Light Fixture Stype lobe selected by owner) i , � 1�1A5E r- �'/�•T �i2 i ICY 42`� Dowa*ht Paidant Fixture Surfaee Mounted Light Fixture i ! ) Trade Lighting Special Purpose Outlet Sudace Motu►ted_Paddle Fan MD �` / ,+2:�AFF 42 AFF 6 i E E 6 Q) Thermostat l ucntdisw C o=ohed Exhaust Fan — — Carbon ode Detector WP Smoke Detector MQ Combined Smoke and Carbon Monodde Detector %/ CSF I T i r-AmlLY KPOM KITCH EN LIvIN, k60A . 42'A F XX { � / �I Hoow Gr- FF I ` I '� � � T � `427►FF E _ Ile E 4Z All "l ♦ i i 42 AFF r � x f-LECT"' IC-AL rtLr ,\ we + intc> atA+ al 390 Mechanic Street, Southold,New York.11971 w!�i SCALE: bRAAWN 15y' JOB No.. • As Shown RS 127-2L • CHSCKEI�; ISSUED: REVISED: OA,r 70 AIDS 411113 f F> - , a �r. Y' 3: 3 e 4. i N � PLA KOPAA LIV El GL. �D INCHp I W i�! CCDM,. 0 t 71_a,{ DU F1.1G: I'�•}.JTk'( W001:2 bI LGD rpt - j 7 - 1 Cl-DSf-T - tvOXCH &Vr DELM K-17CHE� � fN i i � DITCH ,01,E I I I/ 1 K57 FLOOK rLA�J 1/4 {' ; � � -o {I 4 k Rowe Renoir o koAftion t 390 Mechanic Street, Southold, New York 11971 E - 11111"Como -otos SCALE: DRAWN'BY: M NO: ' � A-1ShownARS . 127-21 ® CHECKED: ISSUED: EV-ISED: V, f ARS 12116/12 1 01900 NNCO0 0 d Ec • 1 OF e ..........__ ,., ,.... 3 S 0 Nailing Schedule GENERAL NOTES REScheck Software Version 4.4.4 120 M.P.H. Wind Zone within 1 mile of water 1. Prior to submitting a Proposal,Bidders shall visit the site and carefully examine the existing premises and Compliance Certificate work to be altered and demolished,and shall familiarize themselves with existing conditions and the nature 1 Joining Elements Method Nail Type Nail Spacing and scope of the work and difficulties that attend its execution. Submission of a Proposal will be construed 1Z g yp p g as evidence that such an examination has been made, and later claims for labor, materials or equipment & Number required, or for difficulties encountered, which could have been foreseen had such an examination been made,will not be recognized. Project Rowe Renovation/Addition Roof Framing 2. The existing residence will be occupied at times during the entire period of construction. The Contractor will cooperate with the Owner to minimize conflict, protect persons and property, and to facilitate Energy Code: 2010 New York Energy Conservation Roof rafter to top plate toe-nail 3-8d per rafter occupancy and usage of adjacent rooms. Location: Suffolk County, New York Roof rafters to ridge, valley, toe-nail 4-16d 3. The Contractor shall assume full responsibility for the protection and safekeeping of products and Construction Type: Single-family or hip rafters face-nail 3-16d equipment to be used for this construction contract while stored on the.Project premises. Protect Type: Addition 4. The Contractor shall be familiar with and responsible for adherence to governing regulations of Heating Degree Days: 5750 Ceiling joist to top plate toe-nail 3-8d per joist authorities having jurisdiction. Climate zone: 4 5. All construction shall conform to the Building Code of New York State effective August,2,010. Permit Date: {Note: 11 rfh ceiling joists installed parallel to ra{tern,Nu';our of the toenails in the rafter oral ceiling joist Stulll be n rrrirrmnun aj 3.) g b 6. All construction shall conform to the Energy Conservation Construction Code of New York State,based Ceiling joist parallel to rafter face-nail 3- 16d each overlap upon the ICC International Code, as published by the International Conference of Building Officials, Construction Site: . Trevor rRowe Designer/Contracto Ceiling oist laps over partitions face-nail 3- 16d each overly effective December 28,2010, 390 Mechanic Street Trevor Rowe&Lots Drosier Anne Surchin 1,1 P P p Southold,NY 11971 390 Mechanic Street Anne Surchin Architc[ Blocking between rafters toe-noil to,top plate 3-tid 7. The Contractor is to provide and maintain constant control of dust, debris and lead containment for Southold,NY 11971 P.O.Box 1201 Blocking between rafters toenail to rafter 2-8d each end renovation, repair and painting during all operations, including the provision of temporary interior and 631-765-5869 Southold,NY 11971 tlirowe@yahoo con 364 Collar tie to rafter fac-nail 4-Sd through overlap exterior Protection barriers to safeguard building occupants, pedestrians, adjacent automobile parking, surchin@mac. com Rim board or subfascia to rafter etid-nail 2- !6d each end building equipment,and existing and new appliances. 8: The Contractor shall keep the construction site as clean as possible and remove demolition and Roof High Wind Clips and Straps construction debris from the site at the end of each day and legally dispose of same. Consult with owner for Compliance: • trade-off location of dam ster. p Compliance: 9.4%Better Than Code Maximum UA: 32 Your uA. 29 9. The Contractor shall restore to satisfactory condition all new and existing construction work and other The%Better of woise Than Code Index reflects how dose to Comphance the house r5 oaSecl on[title trade-off rides Ridge tension strap to top face-nail 6-8d per rafter improvements that are damaged as a result of contract operations. it ooEs NOT provWe an estimate of energy use ur cost relative to a munmmrvcode home of rafters 10. Do not scale the drawings;written dimensions supersede scaled dimensions. 11.The Contractor shall verify dimensions on the drawings and measurements at the site and be responsible Envelope Assemblies Roof with ceiling joist and face-nail to rafter h- 10d per rafter for their correctness. No extra charges or compensation will be allowed on account of differences between rafter connection: "Simpson face-nail to double top plate h- l0d per rafter actual field dimensions and those indicated on the drawings. Any differences found shall be reported to the Gross Area Assembly Cavity cont, H10-2" hurricane tics(required ct or Architect at once, in sufficient time for the Architect's consideration and direction before the Contractor Perimeter each rafter) proceeds with the work involved. 12. If any discrepancy or conflict should appear in the drawings, the Contractor shall, before proceeding .Wall 1:Wood Frame, 16"o.c. 72 15.0 0.0 4 with the work in question, notify the Architect and request an interpretation. In no case shall the Contractor Window 1:Vinyl Frarne:Double Pane with Low-E 16 0 290 5 Roof Sheathing proceed with the affected work until advised by the Architect. Wall 2:Wood Frame, 16"o c 107 21 0 0.0 6 13. Unless specifically called out as"existing",all noted materials are new. crawl 1:Masonry Block with Empty Cells 103 0 0 10.0 7 At roof rake& plywood sheets tid 4" o.c. 14. The word"provide"means to supply and install. Wall height.4 0' above rake and lookout rafters 15. The Contractor shall provide and be responsible for any and all safeguards required by any law, Depth below grade:2.7' ordinance,permit,insurance requirements, and Architect's admonition,or that conditions and contingencies Insulation depth:4.0' Within 4' perimeter edge zone at edge of sheathing 8d a"o.C. require at the project site,including,but not limited to,protection of openings cut in walls and floors, for the Ceiting 1:Cathedral Ceiling 76 21.0 0.0 4 (Within 4'o{the perimeter edge of flit, in field of sheathing; 8d a"o.c. positive prevention of accident to the public, or to the workmen, or damage or injury to public or private Floor 1:All-Wood)oist[rruss.Over unconditioned Space 76 21 0 0 u 3 roof inchiding 4'ori all sides o{the roof property. peak,eave and gable edges eirept at roof 16. The General Contractor and Subcontractors shall be insured as required to perform the work of this compliance Statement The proposed budding design proposed here is consistent with the building plans,010 New York,and other calculations submitted with the permit application.The proposed building has been designed W meet the 2010 New York Energy rake inlrl lookout rn fters.) Project. Conservation Construction Code requirements in REScheck Vernon 4 4.4 and to comply with the mandatory requirements listed in Within the interior zone of at edge of sheathing 8d h"o.c. 17. The Building Construction Work Permit will be paid for by the Owner and will be obtained by the the REScheck Inspection Checklist. the roof(A lore thnu 4'await from the in field of sheathing tid 12"o.c. Owner's Representative. All other permits required by authorities having jurisdiction, such as permits for _T _ roof edges and peak.) specific trades, are to be filed for, paid for, and obtained by the Contractor. Scheduling and obtaining Name-Title Signature Date required inspections from authorities having jurisdiction is the responsibility of the Contractor. The Roof Covering Contractor shall file for, pay for, and obtain the Certificate of Occupancy from the local Building Department. Fiberglass/Asphalt strip roof shingles h 12 gauge shanks per shingle 18. The Contractor shall supervise and direct the demolition and construction Work,using his best skill and (Plot-dipped,galvanized steel nails tttith a urirrinrrrrrr attention. The Contractor is solely responsible for all demolition and construction means, methods, 318"diameter head,mail totntend min. 1/8"thiou, h techniques,sequences and procedures, and for coordinating all portions of the demolition and construction on{deck,.-1S"T,11 F 116?,of U.S.A.or Cnuadimr rujg.) Work under the Contract. Safety provisions of applicable Federal (OSHA), EPA, State, Local Laws, i - - - - - ---- ---- - -- - -- ---- - - Construction Codes, and sound construction Practice shall be observed and maintained by the Contractor at Project Title: Rowe Renovation/Addition Report date: 10/30/13 all times. lin the event of a discrepancy betiween the various standards of safety required, the most stringent Data filename: Unt`led rck Page 1 of 1 Wall Framing provision shall be considered to be applicatble in any given situation. Contractor is responsible for accurate Fit of all construction including owner-supplied materials. 19. Architect is not responsible for floor finishes chosen by others. Upper top plate to lower plate face-nail 2- 16d per foot 20. Finished grading to code around new construction shall slope away from house and blend into existing. Top plates at intersections face-nail 4- 16d joints-each side. 21. Concrete shall be air-entrained normal weight concrete, have a 28-day compressive strength of 3000 Stud to stud face-nail 2- 16d 24" o.c P.S.1.,w/max.slump of 5",conforming to A.C.I.301-72. Built-up header,piece-to-piece face-nail 16d 16" o.c.along perimeter 22. All structural members to be Doug.,Fir,,structural grade 1500 P.S.I. Continuous header to stud toe-nail 4-tad 23. All flush framed conditions to be securely teco-ed. Top or bottom plate to stud end-nail 3-lad per 2 x 6 stud 24. Heating&cooling vents to match existing. Stud to sole plate toe-nail 4-tid 25. All interior trim,casings,etc., to match existing as per dtvgs.and Owner's directive. Bottom plate to floor joist, rim joist, face-nail 2- I6d per foot 26. General contractor is responsible for coordination for all trades. end joist or blockin1�, 27. Contractor to repair at his/her own cont any area damaged(site,bldg.,utility)by construction. Endivall corner studs(Shearwall) face-nail 2- 16d a" o.c. 28. Where neiv construction meets existing;,blend the intersection so that no seam or joint is visible. Shearivall plywood panel . face-nail tid 3" o.c.(m perimeter edge 29. All products, materials,etc.,to be installed as per manufacturer's recommendations. 30.Contractor shall protect ail plantings designated by owner during construction. Walls High Wind Ties, Straps and Anchors Header over jack stud at non-impact face-nail i6-I0d per strap glass windows"Simpson 9 LSTA2I" 0 required(6,each endl jack Stud to rim joist 0'all windows face-nail 1.1-1 Od per,trap "Simpson q LSTA18" 5/8" mudsill anchor bolt embedded 15" 6"-12" within end of Rowe Residence Renovation/Addition - Code Analysis each plate, 33" o.c. max 120 M.P.H. Wind Zone within the Wind-Borne Debris Region -'Prescriptive Design Corner 1 tolddowns(0)sieiewalls) screwed 14-SU1) 4" x 2-1/2" per holddown "Simpson ft HDUS-SDS2.5 embedded 11 1/4" 5/8" anchor bolt dia. per holddown Reference Standards for 120 m.p.h. wiind zone design: 3" x 3"Bearing plate screwed down with nutstartin•g6"-.12" P _-'yl within American Forest and Paper Association(AF&PA), Wood Frame Construction Manual (WCFM) for One and Two- "Simpson LBPS 5/8" end of plate, 1 per bolt Family Dwellings-latest editionI i r �l --- Wall Sheathing American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures JAN 2 7 2014 At all locations tid 6"o.c.at plywd.edges 12" o.c. in plywd. field Structural Design Loads: Floor live load 40 psf --"- Floor Framing (Prescriptive design to code) Roof dead load 15 pst OLD Floor dead load -slab on grade T`I Joist to sill, top plate or girder toe-nail 4-8d per joist Ground Snow load 45 psf Exposure: C Bridging to joist toe-nail 2-8d each end Ex P Blocking to joist toe-nail 2-8d each end Seismic Zone: B Blocking to sill or top plate toe-nail 3- I6d each block Weathering: Severe Rowe Renovation/Addition Ledger strip to beam face-nail 3- 16d each joist Ground Snow Load: 20 390 Mechanic Street, Southold, tiew York.11971 joist on ledger to beam toe-nail 3-8d per joist Frost Depth: 36". Band joist to joist end-nail 3- I6d per joist Termite: 1\I-11 General Notes,Code Analysis,RESrJuckEnergy Band joist to sill or top plate toe-nail 2- 16d per foot Decay: S-ill ED Data,Nailing Schedule,Schedule of Drawings qp�, Design Temperature: 115� A Stl tij SCALE: DRAWN BY: JOB NO: Floor Sheathing ice Shield Underlayment: Yes �C?��� 9 F0 As Shown ARS 127-21- ,n, ,� At all locations 8d 6"edge/12" field Square Foota a of Addition - 831 s . ft. * ' Ceiling Sheathing q g o Q� CHECKED: ISSUED: REVISED: Gypsum wallboard 5d coolers 7"edge/10"field If 019oO ARS -1/1/13 10,29 Window Protection OF Structural plywood panels mechanically fastened 2 1/2" 98 wood screws 16"o.c. SoutholdAnne Surchin Architect Box 201 7/16" minimum thickness O M I� V --• L1N1; e2F LAZY 5tj5 4 Ott 2 tol'ZN E t2 P LI U.O uT E ELDw GL C1 `^ tf 2 1 w wA t 5Xi61r'G WALL — - - -- - -- i - -- --- - _ - WALL. TO �iE QSMtVE b_ UTIL, GL, - — - ! JI�NWA5NEt2 I SI.N k V 22F" \ III I j NI o �e I At5Dve (TYI°•) ! p �x LIrJ� dvF>ewcli�: AD/E W/ ExParEd VLPrrElrt 171,ILZ KA_^FEPL 69A P`G Trim TO MAT(,H exlfrt'. I - a x 'CIE CL?l.01� sv Ll N L° OF lF I Oe'E HIP — N - i ! 1 �QGk POKC,H G A — - - STAr •l I ver/n _4" FA�fH I ip ' 1 U/x. i I i / SH4:LVEa _ ; ups -gy`�T�/ /HALF - ���/// K1TG ;,dNbE�SE�I o3 HSN if f" 1'-Z" C - , �i 2' 2��d,x3•�y/�R.O, - I �) --- -- t -r NT5 C-t 1" � FIeEEZE 1=KOOF � � 19 I IID E 131b 71 S ; t i I w l r N.T�. FX IST G �Dt�CN I --- - ---- . CZl i'L/ E E�►sT'� DEL 'G W/ 14 < � T� G vLlE?t11�1.G�1 N G��' Fii� , K 1 TG H I1 KI r�1� TIS y SEAL .kt.L �ib> OF WOOF W1 PIZIt cEK br-FO eE WAILING JA(;K UP ToOkCH INSTALL D)K kEPLA6G - �T�� uwvsk i 06T, W/ I�"u IS° 12" pc, FrGf �`c ? 3oc i'f>! FTU M.I►� 44" bEL�� GI G I;a- Fez. TSP 'FN V WALL. V�>et W 6-600,5 �4 12tr6 AEP W ro Po U Y-FW LGNC, FTG. CTEN b I N 2 0 FiLi. GMU GC)Mf CChJTAIN'� 1�EL3A S �o�irJ w/hra>�T • WHERE �PLiCt�y C C-dd iZ > LAP t 4 16" A4"4, D i W t2\w _=���CL. 7;2 AkAX SO THAT WO U!%�J t21 T' '2,( 6 LVL JDtsTs FIeDkt 2 x 8 50 W t3/D At, Tb AU&N W/ E c(WrG To �.tAIcE 7/D N>✓1u �U>�f'I...,�t�I G N wc�/15CIIJt'. � I . .' 111 � l%T(�.Uf Hl:l'� FN b5 kt�.T +►—�,. x,10„± 3,. p„ 3`-4i1 4„ �, p�1e�.CJy GEIL'�. QTS, UuT+L Nf7125 ,4EE i i; _--- - - NT5 'C 3ooa 1'5,1, FDIC P c. T�,w/��� # 4 ISE ,.VIEW �r� To B ON UNUKruKeP Sail - ���� ° IW�7, t� �it i Na �IEIr1 �TJS, t!N r?�� �. }- {�-�'NT�-� _._ ' _ __ �••- -- _ _ __i_ � � . I Nv If w FTG. �. .� .., � _- T � , . p BALK � KH i u ; RC1 TGH EN r`� >< _ - —— -- — - _. i / _ ! 2" T �1� aur-Ie & �l,I i, rot-Y 5 �L>;U � ExlyTs� ll,t TEI2 T Ib tJ -��I — VA.4K. 5,k -f-Mr- ov'EI? FAle H l q F-W !LCI _ I IS �-� 1ZFmov'E Z" WAITS UNC j F JwG%LL 31h," SLAx W'4W HN I 1 i��T'� `vA�,fAkF_N To AvA H4./F_ fl©LY. ,Y leEIhIST_ALI. I 1N',atl. f,*I T5, LEVEL`/8,t ,M-Tf'iD>tuV_FIN •�—" U ! - i `'; 1 ii 5TAL•L ,%A15 A$owov UpIr'el ►` ' Rowe Renovafion/Ad&6on It! ' PANIXY I I ACG.t:�,5 To >:uu, I?yuE�T ti 1 FIT N E/75 'PAP �„ za" 390 Mechanic Street, Southold, New York 11 71 I] r. .. i .— = =tea— — —, �i # -� �c Pl�g t r �,�- Demolition,Foundation,Kitchen/Pantry 3-4 4 •a. SCALE: DRAWN BY: JOB.NO: �uT kITCIE►�,tZEMt T NT5 NT5 E�AR 127-2L C As Shown ARS Ta r�� P.su ltl�UI.ATE 1K//Akv.IMu N rP.&FT' F1Efs t? 9c'y. F� GAIN, Af4 CHo12."fl r,h e 2.4" O.C. ir Q = i I CJ 'V i �11,1.Ea f.�vriY 1>~ No Il�15uL 15 p12F1�L►JT Y5>eT, AT 'J UPf-T10Hs WHF_P NEWti � T i� Ddu W I� Tn CHECKED: ISSUED: REVISED: , ':crr � ARS 4/1/13 10/29/13 M.�1YT("fiYpl Lv►t-) �y� 019005 yOQ 111-7/la s F OF NF`N OF Cc> ��. I .r Masonry Wall Mortar joint Reinforcing Notes NOTE K Ie��T F,K.E17, vi' Ft 15=kc,I Ass (!7rcTTS 1. Protection of work: During erection,cover top of walls with 15OX E D 0715_e,TES 1 N I2l C AT r, 114SU L -'J0H1W17 A1,4J Vl LLE" �A 1Z6FAGE heavy waterproof sheeting at the end of each day's work.Cover CONTINUOUS L0^1p PATH r-OK partially completed structures when work is not in progress. W1ub1 HUWAC44S FkOVI V e I L-AYEIe, SELF-APHEKIIJ& 2. Extend cover a minimum of 24" down both sides and hold 'C y",SRA,\1ENT' KIV&S \/EWr(Uhl t7F.K "WEATHF RWAT68 " U ubEKLAYAEWT 15Y cover securely in place. „_ "&Af":f%yCT EN n'&,�� TO 1:AV1 , 2'-0" CAP) 13*-( �r=4;r 3. Do not apply uniform roof loading for at least 12 hours after 1W/o IPe );k7V_1eIOKWALL UNE , XL/NLJWVUaF {e00 f U1J n5>eLAYM>:1JT TD $L 16L8, building masonry walls or columns. 4. Concrete Masonry Units: Manufacturer's standard units A510Hhl-T bW&A FAI M LAP P E b 2".FAtiTEW A6 ?I 91C CODE 4 MAN U F,[GTLI Kf K'S with nominal face dimensions of 8"x 16"x 8"thickness. 1 uGTtZUCa"I U1J5. NOT 1+AOtZE TH PN 36" D.'LA 5. All concrete block shall be hollow load-bearing as defined MAY, OVtRIAp, 1-1,117 LA.? 01%-T 13Y 61-0" byA.S.T.M.C90. I>3EI�fsL,�Sb gHINfrl.E5 TO MATCH WINIPOW 1=L,�,�1-IIf•IC� NbTES 6. Each course of block(running bond)shall be�solidly bedded r5 1 cT I t,4 CSS (WLO?t 4 ;TYLE 6Y in mortar with vertical joints breaking over the center of the I be anchored to the existing corners and intersections luc/1 NW r 1<Ah N I N[ch X45 ti(A1J U DWN E 1p) NAIL 1N/HD 1' "b 1 P PF b GALV, by an alternate lapping of units,and b course below.Units shall be bonded �Y FO Ir„T I FI 0M 15LV6, 6Y7 &KOW 1°" STEEL NAI L W/MIN, 5/6"d7 H EAP, „ adjacent construction.No cells shall be left open in face surfaces. �' U�'E M MDI STD r •rr Of FLYWp NAIL TO 1s,Mal17 1/8" TH IeU X00'F tiHEArH'c. AT esmv, JA4415y' t.1IAM-K FINC,, PECKS ((ce) 1Z .Cry,51-JAWkh PVC 5HIW"P 7. The top row of load-bearing walls shall be filled and rammed S, USI: "F©KTI FL45H 25" M s,,SH'&C'W I N 170W with mortar. -1 135 OVJr t I ll f,1Z7b1it/ FINK IdI AT1/14 6p$4 P U(WP, 4,H ETH I NC. 8. Horizontal joint reinforcing is to be placed typically in joints 16"o.c.vertically and in additional location noted below. 9. Place in first and second bed joints immediately above and — AL I GN T/O N 6 Ra F 5H1;A"fN ING W/ below wall openings. Joint reinforcement at openings should .LE>?6�12 fiLUtV TD SHEATH`S i- t2 extend not less than 24"past the opening. - SCKI!WW 1NTa HoUe E )=1AMIIJG - �.2• 4 10. Joint reinforcement is to be of the single Wythe wall "ladder" kg ' type such as "Lox All # 220 Ladder Mesh" as manufactured by 't'4��.� — "51AI?50N" 1tZA HUKK 16ANe T)e Komi -ro rLwrE-TO $TU 12 Hohmann & Barnard, Inc.", Hauppauge, NY, or "D/A 3200 K Ladur"by"Dur-O-Wall",or equal. g Iso 1/6a c. �' -•E5U__ LOUV15K VEWT, WHIT'S-� 2A. --(to c-r ` @ ((a��.OG, `� 11. Joint reinforcement is to be fabricated from zinc-coated cold- - - ' TTOW drawn steel wire and is to consist of (2) deformed longitudinal IW I x 6 AZ'U Fle FEZF_ T%)A4K.V wires No. 9 gauge or larger, weld connected with smooth No. 9 r pL �� `NbR MM (3)'1X(01 WE)3/g° PLS' MCA 95 gauge cross wires. _ 2 x 8 Joi,,m e ovr_CKAW& To-MAT( FiC15 -I& l AFT5K TAILS 12. Zinc coating is to be hot dipped galvanized and applied ata 'IZ�p bt= pLaTE weight of not less than 1.5 oz. per square foot of uncoated wire `_ 10 surface. (2)Z x 6,S Td p FLA'TE d 13. Out to out spacing of longitudinal wires is to be 1 5/8" b10 NF�EIe tless I - - _ _ _ than the actual width of the masonry units. 14. Cross wires in"ladder" type of horizontal joint reinforcement are to be spaced @16"o.c' 1 2.x6 >2OUF1le 5TU12t2INGLLV I6" DACILLE17 W1 It-7-1 - 15. Joint reinforcement should be furnished in flat sections 10 to I iIRAFT-FAZ4P �TT ►N S U I iATION t5Y`.10H NS A,%AW VI LLL_, 20 Feet in length. ' 1 PAP 1512 EAGER 5 19F. TO 13E ZTApLF.b d1J 1'/f" S711 p rA['"".L 1ti// r 16. Factory prefabricated Corner sections shall be used at all new &121AF(1 NSIn15 ROOM), PO STAPLE 1114 UkLl. C�WITYA corners. a f; 1X1, GYFaUM, WA L>30,0-mp TOP DF SILL t>'LATtiw I 5/6" - ''A>7VANTEGH " TES G hut31=L, SGI2EWE17 r— I$" IZIED C,F- PL1Xr15C.T10W 15LUE LA15F,L,MATGH deXr& = F &"612 TO _r/0 I'A1JtL5 TD AL-14� �J<p05U1c� boUtS4E S'1',4KT'5K VElJTt:n00 ID yc// TOP 4F r_uIe,T'G SU5FLooR, V, 1,F, / KAlll bCI�EEN � "HONMC SLIGtCEk" �Y �3ENJA/�llu O'�31Nk,E >` OVSK Z-M-Y "6LIFEK JUN�I3pTE�C�'"�Y '� FCD12T11=1�E�," OV�IQ 1/1" Cbx POYWb SNE TH'fa, N �'' � � - �� _ �,> I :C '._Z �. SIticPSOW' LyTA 18 STlQAI'S , 14-14 WA11.2 CONN4GTIN� K�V I�r.4cr Fh615h SAXT .INS1�L. ,, _ -S'TUt2S TO 'KIM J01Sr TO SILL FLAT% . 2�6 LVL JOISTS l�" 0,� Jill 2'' �,TYI�b>=oaM "WALLM,4S�'' Jt-lo RZ11P I_"- L1L '6Y P4W,rHEM1CAV LINTEL 1=1QOM (Z) 3'/2" x �'/2" x 5/16 . Z„ p6, 12%T 5LA b F�� > 3000 P�,,I, 'WHITe mww& A/oz 6LXX STt: L 75 6UPP0P_r& (2)4x8 C014G 15Lk5 177s FI-r[-H GlIAvF, 6” poWN rOM 10' LENGTH 1 6 MIL I°•OL` S'rk'W VAI"OK R.IEft• I 5,/B" �. IS" C,QLv, A41JGa•10!IC EoLTs EA5wovtp 15'' u 6'-D" MAx,P1eDvIt7E M1W . Z Bbl►TS E SILL 57A1z11WG G`-12" Wh1 1W _Nt2 PF L�,(GH 51Lj. pLrl'r{'c,1�120VInE Vic VX S/b" THK CAULK MCA 2,w6 6 ON TD ALUM• TEfZVI i I 1 UKiK4 RAM yC1�.EWED WH W/NUT e- FACH BOJ.T, • SHIL'LV dVEI� SILL SLAL• �` u `' ----- 8"x16" CoWT P,e,, FTG - XV/4)44 10EI N Fo It61 NGT7 t'Sxt:S, U P-�PUGEn • $ETVv'E1 N IMAM ; W TH,A" FT S 7D $E FOKA(t b �j 6UK I N` ON - - WATE�KOOF I W ,-'TIJ F1=-W-biz I Ha Rowe Renovation/Addition µEM15 ANE $Y"'I' a MGO ,60 Al L 390 Mechanic Street, Southold, New York 11971 THIU_ktE55 (WET) 40 M1 L5 CL1q17 Building Section"A"&Details n SCALE: DRAWN BY: JOB N0: As Shown ARS 127-2L ED 4,gCy �4A.Sugc �A A CHECKED; ISSUED: REVISED: 3 .� ARS 4/1/13 10/29/13 • 1/17/14- '9 019006 ypQ OF rD Anne Surchip. Architect PO Box 1201, ;outh,)Id New York 11917 4 r 'J\ 1 i I I eCti�A taF NEvv Cort5YtvucT' - ,----_..__ WDN 2036 •� 0335 ' , C+ T/0 450tri-60K 1/411 1, o k1 _ WL�VAT V _ H. T1rf F�ASHIUG -- ------ ...--- ---- - P e NEW FOOF/" - -__ - __ _ JUNG?IONS• -- - -- - REW CVGKF_T + _r ED rr -- -- — ; Z —--- i I — --�---- . I�t=Ml ErstJT'G W 7 N�JDW S Q Q� i 9TF °»oo� AUQ� wS0N2o36 � G135 !� Q � E_. B}LCD - — _ Rowe Renovation/Addition } 390 Mechanic Street, Southold, New York 11971 I ------_ � elevations SCALE: DRAWN BY: JOB NO: A�eA or ►,i 4'CG}Y.' "1' As Shown RB 127-2L NORTH �L.�U��TION 5OU7H � �EVATION CHECKED: ISSUED: REVISED: I/4'I II.011 ARS 4/1/13 10/29/13 1/17/1+ OF b 3„ 6 1/� x3 C,p.v, FOK wIWpit/ HK 730 CKOWW titDLbt►:IG , V4" 'SW' V CA46W&4, 10 Kl T'eAFA/p4N TKY, 5AT14 +I _ a • �I & �'� (71 _- 2�.p' 1'-U" 3 -O" �o/�•�' 2'_ 8' �.., 6f,�„ -----Z _D. . _ 3' -3" 2'-Ot' 7u f-VAT I O ISI W t f-VAT 10 ffA�>r41, - QD -� VNTA-HOOP T1 LL l3 IC�,1'lbhW C3 IZAN 6,E — - I / �' A — — b — — — j . OPP�S,. NAu G I nI -ld' ! 1 -4 ' 2 2'-C7 2 D '3'-O 2 3 ►z' 2 -D ' '- " 'I2" i Rowe Reno, G L VA-71 O N 390 Mechanic Siff ►12" = I'-a" Inferior Deb ` SCALE: DRAG D ARc'�s - As Shown � ,�1nSCy TSO CIA CHECKED: ISSUF ARS 41 - ��OF NE`s Al 1 !, { u !� t t H 12 73D 3/4"x 3 i/Z„ __-- HUbSdN 10MIZ AU-5 , � F l i \ i SaCTC N FULL 512E 0-2-ITAIL - Toff 1c16lc . vT VENT 'moo RcVF le* ft Rowel vIRr.3T FtG>aZ 390 Mech -3 ���Z�► • �� Mist.D �PED A&C� SCALE: p,.Su y��� As Showr Gouwrf 65(e ` HOUSE 1wAp�sD�/�D 1MAGJtE UISP�..kl' S'V,?T�C,M Q F - a CHECKEO: • ���l.�M�ING ��i��MP�-'I"IG_ 0 190oyo4 ARS . Off' NEv NO SCA L-S N b 1tTH Duplex Receptacle Duplex Floor Receptacle 1 G.F.I.Receptacle t3F1 Quadruplex Receptacle weatherproof Duplex Receptacle WP R Range Switch p jamb switch 44 c�, 3-Way switch /�. `r3 . i f Gf 4e_"AFF I ^_ TF� j o Dimmer Switch 1 - - N ,I )v Adjustable Low Voltage Recessed Light Fixture ILI — 1�C7 Under Counter,-LEO bR HQI.06,F_N Fixture 10 , I be selected,by owner) \ Vyai}Mounted Light Fixture(type to Y ® Downlight Pendant FiaYture A Surface Mounted Light Fixture (� Special Purpose Outlet �4— - -- CMD Carbon Monoxide Detector i I _ _ IaT� YJJ�.51tE�; l HAA W i l21� 0 Smoke Detector _ _ H UO P /CMd Combined Smoke and Carbon Monoxide Detector 'I i I ' X I II Notes: _ 1. The contractor shall provide all labor, equip. & materials and perform all operations as shown on drawings. 2. The installation shall be in accordance with the National Electric Code, BOCA, all NFPA regulations and municipal ordinances. 3. The contractor shall obtain and pay for, any permits required for the installation of the specified work. 4. All electrical equipment shall be U.L.approved. 5. Contractor shall furnish fire underwriter's inspection certificate. E 6. Mini downlight in kitchen to be low voltage halogen MR 16 by Lightoli,er. 7, Smoke detectors - provide photoelectric, interconnected, non-ionization type in every .bedroom(as req'd,), hallways. (exact locations T,B.D.) 8. All switches to be Lutron maestro touch dimmers.or architect approved equal. Color of receptacles and switch plates to be selected by Owner. 9. Carbon monoxide detector to be interconnected, placed in a common area on any story Rowe Renovation/Addition having a sleeping area, fuel-fired e+4m.ent or fireplaces. 390 Mechanic Street, Southold, New York 11971 10. Combination smoke and carbon monoxide detector are permitted if UL listed for such use and installed within 5`of kitchen ElecWcal Plan 11. Both smoke and carbon monoxide detectors to have power interruption battery back-up. BUgCy� SCALE: DRAWN BY: JOB NO: As Shawn RB 127-21- d- « CHECKED: 15SUED: REVISED: NA-q�� 0ISIZO OQ ARS 4/1/13 11/3/13 OF NE DF