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HomeMy WebLinkAbout37474-Z OFFO(,fC Town of Southold Annex 8/28/2013 P.O.Box 1179 z 54375 Main Road oy Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36468 Date: 8/28/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 715 Legion Ave.,Mattituck,NY, SCTM#: 473889 Sec/Block/Lot: 142.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/14/2012 pursuant to which Building Permit No. 37474 dated 8/27/2012 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: "as built"alterations to an existing one family dwelling as applied for. The certificate is issued to TSC Holding LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37474 8/21/13 PLUMBERS CERTIFICATION DATED 8/20/13 SOS Mecahnical /luxorized Sign ture �gUFfOI,��, TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE �y • 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#: 37474 Date: 8/27/2012 Permission is hereby granted to: TSC Holding, LLC, C/O McCarthy Management, Inc. 46520 County Road 48 Southold, NY 11971 To: Alterations to a Single Family Dwelling; Window Replacement, Repair& Replace Plumbing & Sheetrock, as neccesary, install new Electric Service & Wiring, as applied for. At premises located at: 715 Legion Ave., Mattituck, NY SCTM # 473889 Sec/Block/Lot# 142.-2-4 Pursuant to application dated 8/14/2012 and approved by the Building Inspector. To expire on 2/26/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.- For new building or new use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 S50.00, Swimming pool i 50.00, Accessory building$50.00,additions.to accessory building$50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3_ Copy of Certificate of.Oecupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. New Construction: Old Pr Pre-existing Building: (check one) Location of Property: X G . House No. 0 Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section oZ Block Lot Subdivision Filed Map. Lot: . L Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary, Certificate Final Certificate: check ne) Fee Submitted: $ Ap na ure suFl=ot� Town Hall Annex p� �'4f,� Telephone(631)765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 �y?j�l �.a0� roger.richert(a)town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: TSC Holdings Address: 715 Legion Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 37474 Section: 142 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 49 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 9 Smoke Detectors 7 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower 1 Range Recpt 1-50 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect W Switches 46 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan, 4-paddle fans Notes: Inspector Signature: Date: Aug 21 2013 Electrical Certificate.xls I SO(/r�,o . Town Hall Annex Telephone(63.1)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 1 197 1-0959 �' �O COUNTY,� BUILDING DEPARTMENT - TOWN OF SOUTHOLD .CERTIFICATION Date: O�v Building Permit No. Owner: I S Ho W i tv LL el (Please t) Plumber: (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%o. .. = lead. (Plu ers Signature) Sworn to before me this day of 20 E Notary Public, e l Count BLOC. DEPT, y TOWN W SOUMOLD Notary Public, 40 Ruth Love Notary Public State of New-York No. 01 L060540& oualified in Suffolk-County f Commission Expires March_5,20 hod ono 39 c� qf so �o�y00UN1'I,N�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] �LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) e REMARKS. � L ootpvc a DATE INSPECTOR OF SOUlyOlo ��y00UNVI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 L� INSPECTION t [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION el [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI [ ] ELECTRICAL (ROUGH) [-,ELECTRICAL (FINAL) REMARKS: <le= - DATE 2l 1 INSPECTO a JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: August 27, 2013 To: Town of Southold Building Dept Re: Permit# 37474 Legion Ave Mattituck,NY 11952 To Whom It May Concern: This letter certifies that a inspection was performed on the above mentioned project, all work under this permit was performed onformance with all State and Local Codes. Any questions feel free to call. Si cerely, F w Y J s ,Deerkoski P.E. LU �o 0. 0725�� ROFESSIONP� 1 n I�J AUG 2 7 2013 MG.DEPT. TOWN OF SOUTHOLD FIELD Il�TSPECT107 REPOR3' DATE COMA�ff�,NTS FOUNDATION(1ST) � cI FOUNDATION(2ND) ROUGH FRAMING& PLUMBING y z INSULATION PEP N.Y. STATE ENERGY CbDF, G FINAL `d'oZoZ 5' ADDITIONAL COMMENTS y > 3 r y V i _ 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 Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date August 13 20 12 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 aliplicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal oraniolitiorl as herein described.Jhe applicant agrees to comply with all applicable laws,ordinances,building code,housin od ,and gul ti n and to a it authorized inspectors on premises and in building for necessary inspections. r� (Signature of a p'cant or na if a cor oration) 46520 County Road Southold,NY 11971 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises TSC Holdings,LLC (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: 715 LEGION AVENUE MATTITUCK,NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 142 Block 2 Lot 4 Subdivision Filed Map No. Lot f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work RENOVATION&REPLACE WINDOWS (Description) 4. Estimated Cost r (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 36' Rear 26' Depth 41' Height Number of Stories 2 1/2 STORY Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 60' Rear 60' Depth 160' SUFFOLK FEDERAL CREDIT UNION 10.Date of Purchase JULY 3,2012 Name of Former Owner ESTATE OF NANCY JANE LESSARD 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO 46520 COUNTY ROAD 48 14.Names of Owner of premisesTSC HOLDINGS,LLC Address SOUTHOLD,NY 11971Phone No.631-765-5815 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 X *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 X *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 X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOL� Thomas J.McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Member of TSC HOLDINGS,LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this H day of APqST 2012 4Notary Public tate�of New York SignAofAppl.. \ No. 01 L06054063 pualires March 5,2 _,Commissionn Expires SOO. Town Hall Annex Telephone(631)765-1802 54375 Main Road y (631)765-.50 P.O.Box 117s Q roper.richert(aRown.sout�io�d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN.-OF SOUTHOLD APPLICATION FOR ELECTRICAL- INSPECTION REQUESTED BY: Date. 1 l Company Name: Wed _�LhU Name: License No.: Address: ` Q j Phone No.: (� 1 — �gs—S46 04;� JOBSITE INFORMATION: (*Indicates required information) *Name: I 6 d I1I a� *Address: rll. 2 t V e *Cross Street: *Phone No.: Permit No.: 7 7 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO Rough In Final *Do you need a Temp Certificate: YES/ 0 r Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead. Additional Information: PAYMENT DUE WITH APPLICATION 6'0 82-Request for Inspection Form �e C" TOWN OF SOUTHOLD .. PROPERTY RAC CAR® OWNER STREET j VILLAGE DISTRICT Sy LOT :1;k �II!}- il(��(.�.f .�� ! }•C� �� -tip= ,� ..- 7 % w FORMER OWNERL ar)6 - eoss ,r �I N f ACREAGE I / S f w p TYPE OF BUILDING RES. 9 ,,� SEAS. VL. FARM COMM. I IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS /� d 7 3 D D 3 a 212,2174 x f . ov Soo 3900 .3 6 C AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE O r Farm Acre Value Per"Acre Value ! �® J ,L Tillabile 1 - - L�L1 lz� �7— eSQrd �,5� j J�i � Aft2 NOMAJA Tillable 2 . Tillable, 3 Woodland Swampland Brushland ,,,.House Plot Tota I r ' r M 4 �� �a;r r � � r •k' '• '.�.�—'"-a,, it.� jf s4:..�t ';y` ■■■■■■.�����I�■■■■■■■■ gq ;t— C > =.t Cam..:. '�pr 1. �$ `W •• Y r MONO 0■■�!■cME■000I2■■■■■■■■ ■■■,l ■■■310E■■■■■■■ ■■ IWMMI■■■WI�!■■■■■■■■ ■■■L ESE■■■■M■■■■■■■■ ■■■■■ ■■RI MON■■■■■■■■ ■■■■■■�■■■■M■■■■■■■■ t Rooms Ist Flo Rooms 2nd Flo ■■■■■■�:�■■fir■■■■■■■® I I 3 7 � 7� BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted. Date Reviewed: r Applicant: c Owner: - v Architect/Engineer: Estimated Cost: SCTM# 1000 - 1 T2 ' - Subdivision: Zone: `�° Conforming? IVO Property Address: -� City: /Ya:&_'t�' L Pre C.Os? YCS Building Permits (Open/Expired): BP "— -Z/C/O Z- — ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y oGDetermination: SToR MW ,T �.:R. N r, F REQ. Lot Size: ACT. Lot Size: ( `j 0 REQ. Lot Cov. d°` ACT: Lot'Uov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. 35 ACT. Height R E 4. SoTH SIDES A CT Pro' ct D scription: Q- Wate front? Y o 1r-- E V �r J If yes, water body: 45anel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLRN S��� SIGNED, SFrILED SuPVEY ©� Suffolk County Health: Y-ol If yes, *Bed#: _*Date: _/ / *.Permit#: Town Septic: YC) - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y 06- Date: 1 /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y o>o Date: /_/_ Permit#: or NJ Letter-Notes: Southold ZBA: Y oo Date: / / Permit#: -Notes: Southold Planning: Y oo late: / /_ Permit#: -Notes: Town Landmark C of A: Y oaTE: _/ /_ *NYS CODE-Compliance(page 2): Y or N CoNTKA<T,0X LICENSE AIS,+BILITY I-1AB11.ITY Wkl►fENS CoMP�NS4TIOW— Notes: Fee Structure: Calculation. Foundation: SF First Floor: SF + Initial Fee: $ G ® r 00 Second Floor: SF + Additional Fee ( �: $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ + Additional Fee $ C OF FSE) a AS BUILT FEE -6- TOTAL: $ 0 0 t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed; 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Iee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N •WALL STUDS: Y/N GIRDERS: WN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: YIN wiNDOW AND DOOR SCHEDULE: •IYIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N PENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS- Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N .ENERGY CALLS: Y/N (RES CNEC K) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) WCARTHY XAMIGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 -.SOUTHOLD, NY 11971 A DATE ` JOB NQ. (631) 765-5815 .FAX (631) 765-5R316 ATTENTION TO V V V RE: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESe DESCRIPTION C -� oil AVG 2 8 i+rl nr THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT �-7 JOB NO. (631) 765-5815 FAX (631) 7 5-5$1 fu TO 6 ATTENTION © ,n ` d S®0 RE: �\Vl n L WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESe o , t t THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I AUG ,. TOVM of SOL'THOLD COPY TO N SIGNED: If enclosures are not as noted,kindly notify us at once. J Md.'CAR Y it i A AMVGMEN a• INC. LETTER OF e e 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT ] JOB NO. (631) 765-5815 F 1) 765-5816 l/ /'� ATTENTIO TO E U� 1 lidl t RE: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE. • DESCAIPTION n r I '!A�Dor ))eu3 tol-h roo Yi^- v L THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Returri corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS j l I I 0 2 TOWN OF SOUMOLD COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Ymma Ytvurq Land sar:,cyt �lS��°(°` t '�• dVV 17.%Mmdtr taro.xete../is.r w YqrL fit V xam..e�e r, 7YKi. b�.yw. 1 e cp, � fha+wir C. �'elyai, N1ytiu.r. i rJ A..wu� F.eM,ra 7as�d Srr•xr 0 1 w g�v �. Y d�`'w�`• � V► a alt°�� �- ?"'f •� �RV t fz: LWIS USSARD 15 WY L MAD a{; MATTiTUCK Do v!: sclio D SUYI(Ak. County, New J dk Asp. Co. lcex uad�: aaa , rah 7 J =rero m• .1:F K*--T LCSSRAD .. �� •A�Rllr ai�lo�af�trotc�� WA ,3 54.1 T:1 A10,:1!ti r REScheck Software Version 4.4.3 Compliance Certificate Project Title: Le&n House Ener 3 9Y Code: 2010 New York Energy Conservation Construction Code Q�G 2 201 Location: New.York County, New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 4910Climate Zone: 4 ✓ �g�0 SO``��0.0 \OWN OC Construction Site: Owner/Agent: Designer/Contracto Nancy Dwyer Design Consulting,Inc. Southold,NY Compliance:0.8%Better Than Code Maximum UA:354 Your UA:351 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. • Gont Glazing 'UA Assembly • or •• Floor 1:All-Wood Joist/TMSs:OVer Unconditioned Space 964 21.0 0.0 40 Wall 1:Wood Frame,16"o.c. :._. 1403 15.0 0.0 91 Window 1:Vinyl Frame:Double Pane with Low-E 148 0.320 47 Door 1:Solid 38 0.290 11 Door 2:Glass 39 0.310 12 Wall 2:Wood Frame,16"o.c. 952 11.0 0.0 76 Window 2:Vinyl Frame:Double Pane with Low-E 94 0.320 30 Ceiling 1:Flat Ceiling or Scissor Truss 630 19.0 0.0 32 Ceiling 2:Flat Ceiling or Scissor Truss 334 30.0 0.0 12 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The sed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. .3 a to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signatu Date pF N P!4, W LLJ <i 072..E 4 Project Title: Legion House /27/12 09 Report date: Data filename: C:\Users\Absolute#2\Documents\REScheck\legion.rck Page 9 4 e+ REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: New York County, New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 4910 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.326 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.290 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joistrrruss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or.caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: Legion House Report date: 09/27/12 Data filename: C:\Users\Absolute#2\Documents\REScheck\legion.rck Page 2 of 4 Wood-burning fireplaces have gasketed doors and outdoor combustion air. rC1 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayediblown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. LI Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: LI Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ll Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough4n total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Legion House Report date: 09/27/12 Data filename:C:\Users%Absolute#21DocumentslREScheckXlegion.rck Page 3 of 4 Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2, Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. O Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Lj Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'cl. Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Legion House Report date: 09/27/12 Data filename:C:\Users\Absolute#2\Documents\REScheck\legion.rck Page 4 of 4 TSC Holdings, LLC PLUMBER CERTIF/CA:TION 46520 Route 48 OA(LEA,D C-0'N-T`ENT BE>++ORE Southold, NY 11971 CER 'IFICATE.OFOCCC/P,gNCY OCCUPANCY OR -soLDlcR.us.USE., WATER SUPPLY SYSTEM CANNOT USE IS UNLAWFUL RE : 715 Legion Ave EXCEED 2110 OF 1/LEAD. WITHOUT CERTIFICATE Mattituck,NY OF OCCUPANCY August 13, 2012 PLU;(�B.�NG ALL,.PL41,40 NOM, ASTE -4 4VA1'ER:UNES;.NEED. T ; t`ESTlNG BEF, COVERING' o whom it may concern, I am enclosing this letter as a supplement to my building permit application. It is my intentions to: Replace plumbing as needed, Install New electrical service and wiring place windows with vinyl replacement windows. —C4�,WW Moog -qm( Thank you �U Thomas J. McCarthy Member APPROVED AS NOTED ELECTRICAL • c B.P.# 0 00 a0 � INSPECTION REQUIRED FEE. r NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED COMPLY WITH ALL CODES OF FOR_POURED CONCRETE 2. ROUGH - FRAMING R PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED 4. FINAL - CONSTRUCTION MUST >UTHOLDOWNZB BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW OWNT ESYORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TSC Holdings, LLC 46520 Route 48 Southold, NY 11971 RE : 715 Legion Ave Mattituck,NY August 13, 2012 To whom it may concern, I am enclosing this letter as a supplement to my building permit application. It is my intentions to: Replace plumbing as needed, Install New electrical service and wiring Rfiplace windows with vinyl replacement windows. kjL'Atu Thank you Thomas J. McCarthy Member I C� as Co daM , �rr � a 7/6 - Tw c o P� m 14 Z - XL �jq- 61 LIAOOSE RMF- P6(ZjO-/i _ qq 13AIM � `�� . co do�Nl 'ID J 2-T LVL RIM FRAMED Ul CONTINUOUS AROUND 1N MUDROOM d uv 0 p ...... 30G0 ... K N N N a 2 MUDROOM BESTING REFRAMED •• •• WALL LEGEND: I cep G.B y IXISPNG C%fCRIOR WALL- 2-2-X 10'HEADER 9}'LW.FRAMED N 0 Q ..� WAS-'CSC+ FRAME 0 5HEATHING TO •.. GDG•e ...... .•....... .— .' REMAIN;PROV DE NEW R-I S INSULATON 8'iY PIATE HIS IdaFA —T t}'GYPSUM BOARD ON INTERIOR ALONG BACI.WALL IXISTING INTERIOR WALLO2'X 45TUDS TO REMAIN;PROVIDE}'GYPSUMBOARDONEACHSIDE;U5E F- < M015TURC M15TANT BOARD IN KITCHW, U r 2 BATH t LAUNDRY AREAS t U5E QMCN(BOARD U1 EN F%ISTN DftFFRANFD ON ALL ARPA9 TO RCQNC TILP Qy x V I Q NEW CONSTRUCTION- 3 -� �O Y•L_—'_._ _ ! 3 V a W i 0 W E C t 2.X 4.R WALL TO W REFRAM H WITH _ O Q u 2'X 4.INSULATION ®I G'O.C.;�'SHEATHING, - JR.Nr OK STATION t}•GYPSUM BOARD ON R p INTERIOR SIDE - p� INTERIOR WALL5 BEING REERAMED TO BE IXISPNG DROPPED HEADER IXST.DRP MDR -I- A-`-'� 2'X 4'STUDS Q I G'O.C.WITH}'GYPSUM TO REMAIN;2-2'X I O'„d BOARD EACH 51DE 2-PLYWOOD FLRCH W ALL HEADERS TO REMAIN u UNLESS OTHERWI5E NOTED; (� RE PROVIDE 2-2-X8-HEADER5 IF -t Z U= KITCHEN G¢EUO+ATED (� NECESSARY ABODE ANY WINDOW DINING ROOM ° is ��-_---� Q Z ORDOCR EPsiWG�RENOVATFO %'a ,� Z O - n ro o >-- O d IXST.10'DRP MDR I L-� W cCD U NI N C7 Li' 5UNROOM I o �L'' 11111 CD O HuSTING a RENp✓ATFD J em ° mx EXISTING FIREPLACE; L��rr��J a I W 9 PROVIDE HEARTH t G1A59 `� 0oo222f DOOR ENCLOSURE � ¢, UVING�ROOM x F IS U m E>n5iluGt FD p Z IS 3ose W Z n J ar IXISPNG MASONRY N ENTRY STOOP WITH ROOF A a' OVER TO REMAIN Z VVV O Q U z Z Z Lu EXISTING FIRST FLOOR PLAN o SCALE: a•=I'-O' PAGE: 4 O Z N I pUTUNC OF RR9T I G FLOOR WALLS BELOW f f�t O Z Z y� NEW 2' sKArbx I ®16' I 4- - - - - -- - - -F,- " II i 1 2-�'LVL HEADER oI o i rLU . NEW tCD%PLYWOOD SHEATHING THIS 2 X 117 LEDGER BOLTED TO - HOU5E FRAMC;HANG RAFTERS EDRBS Z W O o WALL LEGEND: W BEDROOM sae 20fC+ \�' BATH C EXISTNG OD FR WALL- Q Z BUSTING•—RENOVATED u z xFuwAreD O a 4LCLSET 2'%AN;PR IDE N t SHEATHING TO Z Q ® i AN;PROVIDE D 0 K-15 INSULATION Q Q }'GYPSUM BOARD OH INTERIOR O G � " STING INTERIOR WALL- 0 LINEN 2'X W STUDS TO REMAIN;PROVIDE = W NEW}.GYPSUM BOARD ON EALH SIDE:U5C DL MOISTURE RESISTANT BOARD IN KITCHEN, BATH t LAUNDRY AREAS 6 USC QMCNT BOARD i ON ALL ARCA5 TOM ME TILE Q DOMN e U O 266p 2u NEW CONSTRUCTION- U IXTCRIOR WALL TO BE RCPRAMtD WITH I h�S 2'X 4'STUDS®I C'O.C.;�SHEATHING, G i rod �'ca 8 XdsNUG' R-15 INSULATION 4}'GYPSUM BOARD ON * INTERIORSIDE 15EDROOM INTERIOR WALLS BEING REFRAMED TO BE EXISTING ROOP SHEATHING IXIS INf G A RENOVATED 2'%4'STUDS®I G'O.C.WITH}GYPSUM Tqq REMAIN;NEW FELT t BOARD EACH SIDE ARCJIITCCTURAL A5PHALT RgOP SHINGLES(TYP) 2� 5EDROOM ALL HEADERS TO REMAIN RNSTNG A RENOVATED UNLE55 OTHERWISE NOTED; M U O .-w. ® PROVIDE 2-2-X B'HEADER5IP Z NECESSARYABOVEANYWINDOW — A N; OR DOOR CI[GFi 26CA L1 2G60 IN�UWreD./ OLITUNt a RRST RODe RSwFtr J r FLOOR.WALLS BELOW IX1STI G ENTRY PO— ROOF STRUCTURE TO Z O IREMAIN:NEW ROOFING N N Lli EXISTING SECOND FLOOR PLAN SCALP: I L- PAGE: 5 30� � mas J. McCarthy Real Estate, Inc. ",cv.thomasjmccarthy.com BUILD PERMIT # 37474Z r r } r kti y�D fi fff fi ! 4 x19a'?fib tM.i 631 ,765,5815 Southold Square, Rt. 48, Southold, NY 11971 LEGION HOU5E � N O Diu p °L Q O N W Z N Z Q hWJ1 jj LILLE1 -UL1 `f O LLfflu } lu r It LLtLfll- z Z I- <t > m 2446 2446 2446 IL U Q Z 1= O 0-1 z FM J1.11 -JAI LU iuLLLL LLtULW wU 2846 2846 �II6� \J 244f0 24410 24410 24410 � fl- z 0 - - L O Z FRONT ELEVATION i 1T Fi AUG 2 7 2013 SCALE: �— -- LlLiffl C24 O EGR S 2446 _ u H-_u U wLELI z o Lut- cn 2442 2442 3246 2846 2846LUL z p } 4.3 z � z U LU LEFT SIDE ELEVATION Z, NEW ), ��.DEERkor/r. SCALE: 4" r 1 w z PAGE: opROFES i � N Z — O Q O N > Z NUJ p w C9 Z J w O II � II � } w r 2 Z z ec s U z .. .. O 5 z w a 11 2042 _uLff 6 zo 0 0 QQ .. ..ILL 11 T__ I..L U 28A6 BACK ELEVATION U SCALE: 4" c2a o U EAR 5LJz - 2aa6 -- � z w U IIIIII J m LLLj p � . U RM � 2 UU z U zc Q 2646 I O t V J LU fc Z.x w RIGHT SIDE ELEVATION `Fa �a. 072`�°� PAGE: � s5��� SCALE: ' 2 N z N 20-2" 0- Lu O II-9 N ON p EXISTING SLAB ON GRADE 11 TO REMAIN; PROVIDE VAPOR z SECTON U BARRIER AND INSULATION > w A N l9 N m 12'-5 I/2" z 0 = to EXISTING CRAWL SPACE oC z t� EXI5TING 5LAB ON GRADE Q ,u m TO REMAIN; PROVIDE VAPOR x i0 TO REMAIN U Q U BARRIER AND INSULATION N _� O w oC O w Q ►� FOUNDATION WALL LEGEND: EX15TING 5" CONCRETE BLOCK FOUNDATION WALL TO REMAIN CONTINUOUSLY AROUND z Lu BLOCK WALL LOWERED z FOR ACCE55 INTO CRAWL � � rLu n V °o x V-- z O EXISTING BILCO N v Q ~ 00 ENTRANCE II EXISTING BASEMENT z TO REMAIN O NEW 3 2"5TEEL LALLY' Z COLUMN BURIED IN = 24"X 24"X 1 2" POUND CONCRETE FOOTING I b�-3" �'-e" 6'-I I• 3- 4" LVL GIRDER F— U N EXISTING FIREPLACE FOOTING TO REMAIN z Q EXISTING CRAWL SPACE TO REMAIN O x V— cV U �` zo = U zL_ c K-21 IN5ULATION z @� TYPICAL ALL AREAS — UP cz Lo Lu Z I o,_a, 26,_2„ L O } 3G_2" Z ( l SECTION � v z A z z o — o EXISTING FOUNDATION PLAN Lu 0 SCALE: —11 = I'-al �F NEW YO DEER�G?�j PAGE: 012' �,OFESS\ 3 a 2- 7 4" LVL RIM FRAMED z CONTINUOUS AROUND N MUDROOM (L o p oC N 3OG8 O ZO N IJ Q 0� Z SECT ON MUD ROOM q EXISTING REFRAMED Z NEW 2"X 8"C.J. Q, J w WALL LEGEND: I G" O.C. v Q DOWN 2- 9 2" LVL FRAMED EXISTING EXTERIOR WALL- 2- 2"X 1 O" HEADER. 4- ABOVE WALL 7777 2"X 4"STUD FRAME*SHEATHING TO 6068 o REMAIN; PROVIDE NEW R-15 INSULATION 8'-0" PLATE HEI O z"GYPSUM BOARD ON INTERIOR ALONG BACK WALL 0 EXISTING INTERIOR WALL- DRYER o6 BATH 2"X 4"5TUD5 TO REMAIN; PROVIDE NEW O NEW 2" GYPSUM BOARD ON EACH SIDE; USE EXHAUST FAN MOISTURE RESISTANT BOARD IN KITCHEN, v >- Lu BATH * LAUNDRY AREAS t USE CEMENT BOARD o DEN wAshER b z z EXISTING REFRAMED x rl- ON ALL AREAS TO RECEIVE TILE Q N ® Q Q NEW CONSTRUCTION - w z - z 1- 1= Lu EXTERJOR WALL TO BE REFRAMED WITH w w z O 2"X 4"STUDS @ 16"O.C.; 8"SHEATHING, z v — O w R-15 INSULATION - GYPSUM BOARD ON W DOWN Lu INTERIOR 51DE -4 _ >Y INTERJOR WALLS BEING REFRAMED TO BE EX15TING DROPPED HEADER EX5T. DPP HDR 2"X 4"STUDS @ I G"O.C.WITH i" GYPSUM TO REMAIN WI BOARD EACH 51DELu z ALL HEADERS TO REMAIN o oET :iLu�UNLESS OTHERWISE NOTED; o KITCHEN �� PROVIDE 2- 2"X 8" HEADERS IF w U z EXISTING t RENOVATED Q Z NECESSARY ABOVE ANY WINDOW DINING ROOM " z z 2 x Z OR DOOR EXISTING 8 RENOVATED co Q O SD x 3U �o > wU o ZU xxxxxxxxxxxxxxxxxxx I-1 �— z ��-- O '.GF.5 OO I I DOWN x x �-- I� D(5T. DRP HDR U 0 U SUNROOM ((V/ EXISTING t RENOVATED j EX15TING FIREPLACE; Q I ZS PROVIDE HEARTH *GLA55 z o DOOR ENCLOSURE N � E0 (Uz Uz Q z LIVING ROOM x EXISTING t RENOVATED N (3 xO UP U O Lu z Z — Ln � ULn L7777771 17�— FA 1777" z J m EXISTING MASONRY • ENTRY STOOP WITH ROOF Z o se AoN OVER TO REMAIN U O 3 Q U z z Z o Us w EXISTING NRST FLOOR PLAN of NEw o Y SCALE: DEc- �� = I'-O" * �`` ' R�sod r R cr- n w PAGE: �ss1 4 U� z N ag tu o °C N 00 czz N o u Q n z OUTLINE OF FIRST FLOOR WALLS BELOW C9 z NEW 2"X 8" R.R. lu J w secnoN o @ 16" O.C. A I i2 O N o m 12 O I 41 x N 2- 9 2' LVL HEADER Ouj 4 Oo o 12 = I o~C z r z �o Q u-I ,Z/ m 31 �T� xq U Q U NEW g"CDX PLYWOOD o O I 0 ~ SHEATHING THIS AREA = — � U, CQ lu 2"X 1 O" LEDGER BOLTED TO HOUSE FRAME; HANG RAFTERS EGRESS z W O WALL LEGEND: W BEDROOM 206e (o BATH ? 2068 RENOVATED EXISTING EXTERIOR WALL EXISTING RENOVATED - Q z U z CLOSET 2"X 4"STUD FRAME* SHEATHING TO Z 112scz.�r. 5/ z REMAIN; PROVIDE NEW R-15 INSULATION Q 17.5%LIGHT 9.6%VENT " GYPSUM BOARD ON INTERIOR 3 OV-- EXISTING INTERIOR WALL- 0 LINEN 2"X 4"STUDS TO REMAIN; PROVIDE ® ITT 2 68 NEW� GYPSUM BOARD ON EACH SIDE; USE i• 1868 246b MOISTURE RESISTANT BOARD IN KITCHEN, BATH t LAUNDRY AREAS * USE CEMENT BOARD LL Qx ON ALL AREAS TO RECEIVE TILE DOWN > U O 2668 W NEW CONSTRUCTION - 0 '- EXTERIOR WALL TO BE REFRAMED WITH O 2668 2"X 4"STUDS @ I G"O.C.; 8"SHEATHING, O 'Lcx STING R-15 INSULATION 4 2" GYPSUM BOARD ON Ln x IMNEY INTERIOR SIDE I BEDROOM INTERIOR WALLS BEING R1 FRAMED TO BE EXISTING ROOF SHEATHING EXISTING * RENOVATED 2"X 4" STUDS @ 16" O.C.WITH Z GYPSUM T REMAIN; NEW FELT CLOSET BOARD EACH 51DE 159`5Q.FT. S/ 20G8 ARCHITECTURAL ASPHALT 7.5%LIGHT R OF SHINGLES(TYP) U Q 9.8% 206e BEDROOM ALL HEADERS TO REMAIN z EXISTING III: RENOVATED UNLESS OTHERWISE NOTED; U I�sa� S/ PROVIDE 2- 2"X 8" HEADERS IF z O 17.5%LIGHT UPTO NECESSARY ABOVE ANY WINDOW t0 I 9.8%VENT AT OR DOOR 2068 CLOSET 2668 uj Z IN ULATED w� W 2068 DOOR SWEEP OUTLINE OF FIRST J m FLOOR WALLS BELOW LAI U EXISTING ENTRY PORCH p } (ROOF STRUCTURE TO IREMAIN; NEW ROOFING z Z � SEAON I I � f^ O LU C) OF NEIv A 5 I DEFT Y0�1 EXISTING SECOND FLOOR PLAN °�-p i II w SCALE: a = 11011- , 4 ` w _ z F 0 7 2,�c PAGE: vie 0 7 �� �1 4"o ROOF VENT ROOF LJ 4 N ATTIC B N BATH 2 � In O o-/ °C O N 11/4 112 1114 DRYWELL O Z N 0 0 � 0') Z W. U Z SECOND FLOORuj 2----- Q C.0 H 1 11/4 3 4 SECTION N m 1 A KITCHEN BATH I LAUNDRY 1 114 1 1/4 F.A.I. 1 1/4 1 1/4 1 1/2 4 D.W. SINK W � 0 0 } ju tu FIRST FLOOR z z 2 Q UJ >L cq 2 1 114 3 U Q U C.O.I 3 a z _ TOSUFFOLKCOUNTY FIRST FLOOR ROOFLINE z �- DEPT.OF HEALTH O SERVICES APPROVED 0 Q oC HOUSE SANITARYSYSTEM. 0 L m W TRAP BASEMENT z SLOPE" 114" PER FOOT PITCH TO HOUSE RUNOFF CALCUTATION5: LLW DRAIN I Roof area — 1 246 sq.ft x .167 x 7.5 = 1563 gallons REQUIUD (3)4'-O'O X 4'-O"KNGS W PLUMBING RISER DIAGRAM IO2 = Q z WALL LEGEND: NOT TO SCALE z o O EXISTING EXTERIOR WALL- Q ~ DR. LL I OISREMA KNEE WALLS > `� ~ 2"X 4"STUD FRAME*SHEATHING TO REMAIN; PROVIDE NEW R-15 IN5ULATION 0 4 2" GYPSUM BOARD ON INTERIOR �-- W Ix v EX15TING INTERIOR,KNEE WALL- F-- Ix 2"X 4"STUDS TO REMAIN; PROVIDE z z ATTIC R-1 5 INSULATION 4�" GYPSUM BOARD Q Io� UNHEATED, UNHABITADL.E o I ON SIDE TO ATTIC r \ • 60 u ALL HEADER5 TO REMAIN U I EXISTING RIDGE TO REMAIN °O ' w ( UNLESS OTHERWI5E NOTED; ~ PROVIDE 2- 2"X 8" HEADERS IF FIRST FLOOR ROOFIJNE I I NECESSARY IEXISTING • t� CHIMNEY xi �1 z_ � Q U I � o ( z I GAF 30 YEAR ARCHITECTURAL �4 I ASPHALT ROOF SHINGLES W/ 15# I cz z FELT WITH ICE 4 WEATHER5HIELD Lu @ PERIMETER5 *VALLEY5 ( J ITYPICAL ENTIRE ROOF Q 4� }- z7� L_. ._l Z 0 Q z SECTION � O S A — � DRYWELL W OF NEIV DEE4 y0? * �� �0 EXISTING ROOF PLANLu � �� SCALE: a" PAGE: nOFE S S 10`�°�� I 1'. ALTERNATIVE FOR OPENING PROTECTION WOOD 5TRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 711 G'AND MAXIMUM PANEL SPAN OF 8'-0' SH ALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDI NGS. PANELS EXISTING ROOF STRUCTURE APP. . RIDGE HEIGHT •_ SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. AND CHIMNEY TO REMAIN (REFER TO SECTION I GO9.1 A AND 1 GO9.G.5 AND TABLE I GO9.1.4) Cn TABLE I GO9.1 .4 _ z N WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS _ FASTENER SPACING(INCH ES) „lr� O N PANEL SPAN<2' 2'-0"<PANEL 4'-0"<PANEL G'-O'<PANEL 0 Z FASTENER TYPE O' SPAN<4'-O' SPAN<E-0' SPAN<8'-0' EXISTING SHEATHING; NEW O Q M z 2 112 NG WOOD SCREWS I G I G 12 9 �.Q' ATTIC - GAF 30 YEAR ARCHITECTURAL 2 u2•ra WOOD SCREWS I IG IG 12 GOOF UNHEATEDI, NHABIT LE A5PHALT ROOF SHINGLES W/ 15# z _\O FELT WITH ICE *WEATHER5HIELD A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF ���C\� @ PERTMETER5 4 VALLEYS J w H EIGHT OF33'-0'ORLESS F TYPICAL ENTIRE ROOF U Q } B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL r EXISTING CEI LI NG 5TKUGTURET0 REMAIN R-19 1 N5U LATION --' EXI5TING TOP PLATE •_ CAPACITY OF 490 LB.S. z"GYP UM BOAR ALL HEADERS TO REMAIN EXISTING EXTERIOR WALL BEDROOM 7YPIC L ALL A BEDROOM UNLESS OTHERWISE NOTED; TO REMAIN PROVIDE 2- 2"X 8" HEADERS IF NECESSARY ABOVE ANY WINDOW a � 0 2 X 4 INTERIOR ^� + O>- �� " OR DOOR b 2"X I ON LEDGER BOLTED TO STUD PARTITION LU L EXISTING HOUSE FRAME @ 16"O.C.; EXISTING EXTERIOR WALLS, N z z HANG NEW RAFTERS FROM LEDGER 2"X 4"STUD FRAME 4 SHEATHING TO Q w ,2 m WITH 51MP50N W28 CONNECTOR ,6"O.C. REMAIN; PROVIDE HOUSE WRAP U Q j CEDAR SNAKES, NEW K-15 INSULATION SECOND FLOOR •_ z I FASCIA w/VENTED SOFFIT; CEILING HEIGHT NEW °X I"GYPSUM BOARD ON INTERIOR •_ of O ~ H7 CONNECTOR R-19 INSULATION EX15TIN 2"X 8"STRUCTURE TO REMAIN Q -19 INSULATION J 2- 2"X 10" H EADER; 51MP50N C520 STRAPPING EXISTING: 2"X 4"STUD WALL @ 2- 2"X 10" HEADER ABOVE 16" O.C. W/ R 15 INSULATION !"GYPSUM BOARD TRIMMED OPENING; 2"X 4" = z *�"CDX PLYWD. SHEATHING w/ - TYPICAL ALL AREAS INTERIOR STUD PARTITION W HOUSE WRAP CEDARSHAKI;S JDEN DINING ROOM LIVING ROOM EXISTING SLAB ON GRADE EXISTING (W TO REMAIN; PROVIDE VAPOR FIREPLACE V Q O BARRIER AND INSULATION FIRST FLOOR •_ z 311 " PLYWOOD PLYWOOD 51-113171-00R R-2 I INSULATION b g" DIAMETER ANCHOR BOLTS EXISTING 2"X 8" STRUCTURE TO MAIN _ Q Q W/ 7" MIN. DEPTH @ 48"O.C. 2°X 6"ACID F.J. 16"O.G. _ W/MIN. 3"X3"x-L"WASHER @ PLATE GRADE 0 O UNEXCAVATED LU BASEMENT ! _ 121� NAILING SCHEDULE EXISTING `''STRUCTURE - FOUNDATION WALLS, FOO1fL G5 CTI 2001 56C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL EXISTING I CWALL5 I BLOCK m Q GIRDERS, COLUMNS � SLAI FOUNDATION WALLS� REMAIN � JOINT DESCRIPTION NAIL QUALITY NAIL SPACING TO REMAIN U ROOF FRAMING IN ALL AREAS , l RAFTER TO TOP PLATE TOE NAILED 8'-0'WALL:3-8d PER RAFTER v I O'-O'WALL:4-8d PER RAFTER BASEMENT DEPTH CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-6d PER JOIST IO'-O'WALL:4-8d PER.105T CEILING J015T TO PARALLEL RAFTER FACE NAILED 5EE TABLE 3-7 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED 5EE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE i BLOCKING TO RAFTER TOE NAILED 2-811 EACH END RIM BOARD TO RAFTER END NAILED 2-1 6d EACH END WALL FRAMING BUILDING SECTION "All TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-1Gd 24'O/C SCALE: 4" = I '-O" GENERAL WIND PROTECTION CONNECTION NOTES H EADER TO HEADER FACE NAILED 1 Gd 1 G'O/C ALONG EDGES TOPOR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X45TUD Adapted from Standard for Hurricane Resistant Residential Construction; 55TD ! 1 3-I Gd PER 2XG STUD 10-99 and 2001 513C High Wind Edition Wood Frame Construction B 4-16d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, Fasteners and Connectors for Wood Frame Construction r BANDJO15T,END JOIST,OR BLOCKING FACE NAILED 2-16d PER FOOT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING I SEVERE FLOOR FRAMING I . A continuous load path between footings, foundations walls, floors, studs and U( c0 JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST FROST LINE DEPTH 3'-O" roof framing shall be provided. Ln BRIDGING TO J015T TOE NAILED 2-8d EACH END BLOCKING TO J06T TOE NAILED 2-6d EACH END TERMITE MODERATE TO HEAVY u.,J Z n BLOCKING TO SILL OR TOPFLATE TOE NAILED 3-1 Gd EACH BLOCK DECAY SLIGHT TO MODERATE 2. Approved connectors, anchors and other fastening devices not included in ' LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST WINTER DESIGN TEMP. I I the Standard Building Code, Table 2306. I shall be installed in accordance with m BAND JOIST TO J015T END NAILED 3-1 Gd PER J015T DESIGN LOAD CALCULATIONS ICE SHIELD UNDER- AS PER MANUFACTURER'S BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT manufacturer's recommendations. r^ LAYMENT REQUIRED SPECIFICATIONS/STATE CODE QV 1 ROOF SHEATHING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lb9f) FLOOD HAZARDS 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the STRUCTURAL PANELS 4-PERIMETER FDfF 70NF_IG'O/C-6'AT PANEL EDGES EXTERIOR BALCONIES 6O weather or subject to salt corrosion in costal areas, shall be stainless steel or U 84 AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD DECKS 40 — INTERIOR7ONF-IG'O/C-G•AT PANEL EDGES AND 12"AT TABLE R30 I .6 hot dipped galvanized. z U z 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD ATTICS WITHOUT STORAGE 30 - Q FOR ROOF SHEATHING WITHIN 4'-O.OF THE PERIMETER EDGE OF THE ROOF,INCLUDING W 'ON EACH SIDE OF THE ROOF PEAK,THE 4'-0'PERIMETEK EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ATTICS WITH STORAGE 40 4. Where windows and doors interrupt wood structural panel sheathing and CEILING SHEATHING ROOMS(OTHER THAN SLEEPING ROOMS) 40 ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 siding, framing anchors or connectors shall be provided at the top and bottom Z o GYPSUM WALLBOARD SdCOOLERS -'EDGE/10'FIELD SLEEPING ROOMS 30 STRUCTURAL MEMBER ALLOWABLE DEFLECTION of cripple studs, header studs, and at least one stud at each side of opening. _ WALL SHEATHING Rafters havin6j 51ore5 qreater U1 80 5. Ridge STRUCTURAL PANELS 8d 4'FD+ 70N -IG'O/C-G'AT PANEL EDGES AND 12"AT e straps shall be attached to each pair of opposing rafters except where W INTERMEDIATE 5UPPORT5 INTHE PANEL FIELD CRITERIA FOR CALCULATION OF DEAD LOAD than 3/1 2 with no finished ceilin collar ties of I xG or 2x4 lumber is located in upper third of attic space and 84 INTERIOR 70NE-Ir'O/C_G'AT PANEL EDGES AND 12-AT ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. INTERMEDIATE 5UPPORTS IN THE PANEL FIELD attached to rafters attach to each pair of rafters. FIBERBOARD PANELS 711 G' Gd 3'EDGE/6'FIELD ARCHITECTURAL GRAPHIC STANDARDS 2532' 8d 3'EDGE/6'FIELD Interior walls t partitions H/I 80 G. Uplift connectors shall be provided at each rafter bearing. OF NEI, GYPSUM WALLBOARD 5d COOLERS 7'EDGE/10'FIELD kk.. YV gA 4'EDGE 70NF-I G'O/C-6'AT PANEL EDGES AND 12'AT SNOW FI OOrS 4 I altered cei I1 n s U3 60 ' HARDBOARD - INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7. Floor to floor hold-downs to be provided every 48, and every 16" ifr 8d INTERMEDIATIOR E_IG•O/C-G'ATPANELFIELD AND 12•AT GROUND 5NOW LOAD 45 lbs. All other structural) memebers U240 of exterior corners. * �, INTERMEDIATE 5UPPORT5 IN THE PANEL FIELD r Exterior walls with plaster or H/360 n' FLOOR St1EATHING SEISMIC stucco finish 8. 51ll Plate to Foundation Anchorage: S)II plate shall be anchored to 2 w 5TRUCTURALPANEL5-i'ORLE55 8d G'EDGE/12'FIELD g foundation with anchor bolts having a min. bolt diameter of 5/8 and i �,,r I,. a �u PAGE: DE51GN CATEGORY Exterior walls- wind loads with U240 2 Jong regmrements are a on wail sheathug nm a inches .a[ a Panel a ge. wa eat mg is mile Inchcs .at the panel edge Co obtain 118" washers. A minimum of one anchor bolt shall be provided within 6 `� �-'�Z � h,her shear capacrties,ruing rgmrements for structural members Shall be doubled,or altermte connector,each»shear platen,shall be—d to maintain the brittle finishes 2 load path. -_ WIND inches of each end of each plate. Anchor bolts shall have a minimum em When wall eheaUurig rs canGnuoue over connected member,the tabulated number of rolls shall be permitted to be reduced to 1-1 6d nail per fad. WIND SPEED 1 20 mph Exterior walls- wind loads with U 120 of 7 inches in concrete/masonry foundations. Anchor bolts shall be locat �S 10`��� Corrosion rcn�starR I I a eroofi nmisand IG esta es are r—tted,check 1BC for additiorui re ulremente. EXPOSURE CATEGORY B flexible finishes within 12 inches of corners and at spaang not exceeding 4 feet on center. I