Loading...
HomeMy WebLinkAbout46336-Z of SOOTyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd 00UNT1.a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46850 Date: 02/11/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 565 Old Main Rd Laurel,NY 11948 Sec/Block/Lot: 122.-7-2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/03/2021 Pursuant to which Building Permit No. 46336 and dated: 06/03/2021 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 & alterations to an existing single family dwelling as applied for. The certificate is issued to: Janice Fliss Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 46336 11/13/2024 PLUMBERS CERTIFICATION: Mattituck Ph mbin 11/19/2024 Autho ized Wgriature ofsuaryO TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46336 Date: 06/03/2021 Permission is hereby granted to: Renewal Date: 09/16/2024 Janice M Fliss 565 Old Main Rd Mattituck, NY 11952 To: Construct an addition&alterations to an existing single family dwelling as applied for. Premises Located at: 565 Old Main Rd, Laurel, NY 11948 SCTM# 122.-7-2 Pursuant to application dated 06/03/2021 and approved by the Building Inspector. To expire on 09/11/2026. Contractors: Required Inspections: Fees: Pa i Total S )/�op Building Inspector TOWN OF SOUTHOLD �o�SUffQL�cOG�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 46336 Date: 6/3/2021 Permission is hereby granted to: Fliss, Janice 565 Old Main Rd Mattituck, NY 11962 To: Construct an addition & alterations to an existing single family dwelling as applied for. Replaces BP# 39010 At premises located at: 565 Old Main Rd., Laurel SCTM # 473889 Sec/Block/Lot# 122.-7-2 Pursuant to application dated 6/3/2021 and approved by the Building Inspector. To expire on 12/3/2022. Fees: PERMIT RENEWAL $283.80 Total: $283.80 Building Inspector g lXc TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39010 Date: 7/3/2014 Permission is hereby granted to: Fliss, Janice 565 Old Main Rd Mattituck, NY 11952 To: construct an addition & alterations to an existing single family dwelling as applied for At premises located at: 565 Old Main Rd, Laurel SCTM #473889 Sec/Block/Lot# 122.-7-2 Pursuant to application dated 6/30/2014 and approved by the Building Inspector. To expire on 1/2/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $427.60 CO -ADDITION TO DWELLING $50.00 ELECTRIC $90.00 Total: $567.60 Building Inspector i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 219`fiV New Construction: V Old or Pre-existing Building: (check one) Location of Property: ST-D S d/& M 0 Ir-, R &aA_ M a 7'�I r-�u C✓K House No. Street Hamlet Owner or Owners of Property: J an 1 C-c M F Suffolk County Tax Map No 1000, Section a a. Block 7 Lot a Subdivision 29 Filed Map. Lot: 3 Permit No. I D Date of Permit. 2�� I Applicant: :J "i c c. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pl�cant Signature pF SOUT��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlinla_town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Janice Fliss Address: 565 Old Main Rd city:Laurel st: NY zip: 11948 Building Permit#: 46336 Section: 122 Block: 7 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 18 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 1 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit/40 Used (7) 115ArcFault Btreakers Notes: AS BUILT NO VISUAL DEFECTS " Addition on Rear of House Master Wing, Service & HVAC Inspector Signature: Date: November 13, 2024 Copy ,�®F SO(/p�® �®Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAP P.O.Box 1179 ® ® a® roger richertC@town.southold.nY.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION • Issued To: FIISS Address: 565 Old Main Road City: Laurel St: New York Zip: 11948 Building Permit* 40513 Section: 122 Block: 7 Lot: 2 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 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 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Connect Electric Water Heater to Existing 240 V Circiut. Notes: Inspector Signature: Date: April 13, 2016 Electrical 81 Compliance Form.xls .................... ......... .. ............. ...... ...... ....... .................... ........ Town Eiali Annex Nt 63I)765 1802 d: ... ..... FW(631)3.65�9502 ...... ........ P,Q,.B.ox:1179 . ......... Southold,NY 1197.1-0959: ................ .. .... V. -T BVILDiNG:b AR.'.'&mN..T. : F .......... .......... ..................... .... TOWN OF SOUTHOLD vl, -;jC.!t-9-TIFIC A:Tl:.O:N D :D t...": ..J-.4/............. .... ........... .................................. ......... Own. 0t: a 7' lease ..................... ............ prant I utfi ber .. ,:.:.M _T J. ............................. .................................... .... .. ...... ......... ...................... ..... ... ................................................................ ........ :(Please print) '!:.cet+ity.:ihat:,the.::solder,..u.se.d,m::the:water::supply:system,.,00ntaitts,.Ioss;:than::-2/.i:o,cit IN Ieaii ............... ..................... U (P.IU!"M- :be"is"i S.li�' tore'): ay Sworn to befb..re.me::...i..s..: q- 44ay of .............. CHELSEA L. CHALONE Notary Public, State of N6w York .................. Registration#01CH6287106 Qualified In Suffolk County -Commission Expires Aug.5,201s— . ... .... ..... . ... .. ....................................................................... ....................................................................... ............ ...... ................ ........ ... .... 1 . D so�ryolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �7 INSPECTOR .2L l/p`�r p 0(/l�olo �L C L • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 VI LATION [ ] CAULKING REMARKS: C 6 \ ^ DATE < INSPECTOR OE SOUjy�lo Comm 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 k,- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ODE VIOLATION [ ] CAULKING REMARKS: t 0" (� DATE l INSPECTOR 1- OF SOUlyOlo cOUMY,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1-ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING i STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE S ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: (W&-)-&4 J-- 1 1 � DATE IN PECTOR 4z # TOWN O ySUOUTHOLDD BUILDING DEPT. o�+N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [. ] CODE VIOLATION n �n] PRE C/O [ ] RENTAL REMARKS: C-, a- L d f _ a { DATE I hA INSPECTOR *pF SOUIyO� _ # TOWN" OF SOUTHOLD BUILDING DEPT. cou ,� 631-765-1802 1-NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKIN [ ] FRAMING /STRAPPING [ 4"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: )Om k Ine, So 4c-e- Cea�*ticek. �ml 49v?-m( oe AC6 iez4vce�P ue ALd7e., 2 DATE 02 INSPECTOR. lop [AIR CONDITIONER MFR MOD, N0. A4AC3030A100 DATE 0/2020 Oqq SERIAL NO. 202425M48F VOLTS 208/230 PH Ht 60 MINIMUM CIRCUIT AMPACITY OVERCURRENT PROTECTIVE DEVICE 16.0 AMPS MAX USE 1 BREAKER (HACK) USA CANADA 410A 4 LBS. 25 25 10 OF SC(T)U) OR 02 SEE SH CHART IN LITERATURE OR 1.87 kg(SI) R u n Tru SCCR 5kA rms Trane US Inc () CONDENSING UNIT illillillillillllllllIIIIIIIIIIIIIIIIIIIII1YLER, TX 75701 0 !� US L(STEDsa11619 ASSEMBLED IN USA COMpR M11,T. 12 3 RLA OUTDOOR USE DESIGN 208/230 V 63.0 LRA DESIGN p� 0.90 FLA stallSI - HIGH 480 LOW 480 208/230 V 1/8 HP Prohlblte11 F IIS D UR outheastand Southwest. CERTIFIEDTM sitar wWW•ah rid irectory.org 4%St Small AC anda+at,w ap rd 210/240 s +nn 4 Ai"On y"In the Con,cle[e sYetem i f�illlllllll�ll It IIII�IIIIIIIII(I�III(( r ••s If�IIIIIII�I�I�IIIIIIIIIIIII�II � r� odvirl, o�A9,M1.10007 AIR HrANOL-ER prRMpdd 9d pal V d MODEL: /d0 p9� COOL/MQ CAP•- nd�oA Ap NZ 1 oEal°N pR f B0. 120V 7. fLA 10 p 76 t/pM q frq/4EA'A N r r!? HP VvL fAof, 10 0 Afro 0 M p1OR, 96 IN CAPACIrom. Ton r MAX MAX SYAr1C gEF spfcs OvrL� HEMP' ,�e© //FA1rNo PNA�E/N2' OB6B0B�Ba H ArP �d AMp MODEL C111� 1 r1 A MP CKr.AMP t/ACRJ r/8 MAX C/O 8/0 cONMECT/ON g/1f 1a0 DEp•f• L E7 WA rf q rf qA URE pE f00 ps/. MAX/MUM peg WArf-q R + 22 MAX/MUM aYd BEM ©F/ELO C�NVEf� d�clo�� only. coPP�� con L01 /1` d�2 C m/n/mljn' befois lnp rwr&d 0r fd Infof'ir/on NuMeEll r,./r0 muter b 0 for PP&c/f/c $E/gIA�- Junn/Y /nar��cr/on s•r nr/on �'OO[ IwG us 14✓OeeOB 71 ,� rA MUM 9Y.Mr.-IM w WAS r Ii -- � .i e, EWA MIA IN$TJLATION PEA N.Y. STATE ENEROY CODE Ia e • + Q 1. T1 M i ig / r 1 0 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.!��Q Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20-4Z Storm-Water Assessment Form Co �t Approved 3 20 �I I 'I- t� Disapproved a/c e: Expiration 20_/6, Building Inspector BLDG. DEPT. TOWPI OF SOUTHOLD APPLICATION FOR BUILDING PERMIT Date &(4q U ,20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. . b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or name,if a corporation) lMat,, P-C4• (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ;J�V 1 t C-X- A S S (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 prop sed work will be done: f House Number Street Hamlet County Tax Map No. 1000 Section o�a. Block Lot Subdivision Filed Map No. Lot j 2. State existing use and occupancy of premises pd intended use and occupancy of proposed construction: a. Existing use and occupancy R b. Intended use and occupancy R P,ud,vTfi- -t hex,) w a 5*e✓' d Pdea n„-,1&7q, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost " 0,0 0() Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units__LNumber 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 3 ti Rear 3 V Depth �/O Height 1 g ' b Number of Stories 19- Dimension of same structure with alterations or additions: Front 3 V Rear 3 Depth HO'-2 " Height Number of Stories 07- r 8. Dimensions of entire new construction:Front _Rear Depth o� Height I 11 Number of Stories / 9. Size of lot:Front /S�/ , Rear /g/,S/ / Depth 4us-T',,2Gi 10.Date of Purchase Name of Former Owner /V,,2,cV /l a ty r DG K r 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 x Will excess fill be removed from premises?YES_NO�( 14.Names of Owner of remisesMkn� lit I;h LS Address,S&SS0��` 64 � Phone No.(�3l dQ J- V1 S/S Name of Architect he ,-r r -17'w< Address&lD6s7ranmev Rib hone No (ail Sq 9-9-�/U(o Name of Contractor '16b 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 *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 NFW YORK) �) //��S: COUNTY OF��` being duly sworn,deposes and says that(s)he is the applicant i ame of individual signing contract)above named, (S)He is the u 7-V 2/-- (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. Swo to before me this r d of Al(t.Q 20i , Notary h.35lic,. ffi W Yo Signature of Applicant No OfBg099317 Qualified=yrt"Suffolk. County Commis?t"POW Sept.29,, Qg� Fp BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y per.:Y Telephone (631) 765-1802 - FAX (631) 765-9502 � � jamesh(aD-southoldtownny.gov— seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dater Z Company Name:: r— Electrician's Name: License No.: Elec. email: ,c 9 N qLySq o a.�, Elec. Phone No: 63 0 1 request an email copy of Certificate of Compliance Elec. Address.: o,Bo JOB SITE INFORMATION (All Information Required) Name: i G—e, lE:: h Address: ovo, Cross Street: idv RI-) Phone No.: 61341 i�'7 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): #-5 ,�61 //1 A-2)6,1- oA) Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES�NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F2 R H Frame D Pole Work done on Service? DY N Additional Information: 3 as PAYMENT DUE WITH APPLICATION I o . 1 , 2A "f�a;o( reC- =k- I085"1 - 0 P BP sotlyo! d I Town Hall Annex 41 Telephone(631)765-1802, 54375 Main Road aaxx(631)76 P.O.Box 1179 fOQErrlChertown.sou5ggotl nV.us Southold,NY 1197I-0959 I, BUILDING DEPARTMENT f TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G i-e l' CL-A SIL'11 Date: `1 l Company Name: r-D�(tgt Name: License No.: aa� Address: P 3 ' 'Phone No.: ,� JOBSITE INFORMATION: (*Indicates required*information) *Name: *Address: SCn S' 01 cL Y)a t'- R aL *Cross Street: r Ca u U 00 *Phone No.: Lv Permit No.: Tax-Map District: 1000 Section: / Block: _ Lot:,,-2 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) eATOWN-) I i (Please Circle Alf That Apply) *Is job ready for inspection: YES/ NO. Rough In Final k *Do-you need a Temp Certificate: YES! NO f Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 360 400 Other I *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 .82=Request for Inspection Form l0 -SWitches j ( J Duvets _ / ? /a ore Pee m GF('s Surface cU-4- IZ.. H H's f UC US Fridge iiW POOL Fans Z i�ao F� W�ID ; Panel Pump Trnsfmr imokes S DW Generator Salt Gen. Win° k� i n s ) Water Boil seat Pucks ERV rest Hot DeHUM Transfer NOT TUSISPA , ED& a ombo Cooktop Minisplit Blower �C l6 AH Hood @rawer I� �a WAVE -MMR Have- Used ub Amps 7�J Have -4C)Usedq •1' Scott A. Russell SUPERVISOR ANA\(G IEMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YOM 11971 ti Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLYE ANY OF TM FOLLOWING: 2 (CHECK ALL THAT APPLY) Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0[ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 10.0 feet of horizontal distance. ❑[] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ! E]0 E. Site preparation within the .one-hundred-year floodplain as depicted � i on FIRM Map of any watercourse. i ❑[g F. Installation of new -or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes in-kind replacement of impervious -surfaces. ..__._. ........_. . .. -- If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department with your Building Permit Application. - --------=- --- -=-- - -- __ _ -- S.C.T.M. ": 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME: J _%(C /I'I_ Eh J_ U, Section Block Lot J FOR BUILDING DEPARTNIENT USE ONL "»' Contact Inforrna' n • (rdcphane Numherl Reviewed By: - - - - - - - - - - - - - - - - - - Date: �G Property Address/Location of Construction Work: — — — — — — — — — — — — — — — /! Approved for processing Building Permit_ Stormwater Management Control Plan Not Required. ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM A SMCP-TOS MAY 2014 APPLICANT: S.C.T.NL"': 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) - - �P.TT— V_ N I Stormwater Managez>Ea.ent Control Plan CHECK LIST NAME: Section Block Lot S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. rkn.vrm, � PY g PP Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! ..ynalurr T&p—Nd.h. 1. A Site Plan drawn.to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of PropertyBoundaries b. Total Site Acreage. C. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing,& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all Impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls: b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) d. Leach Ing Structures (e. .Infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed & I Stormwater Management Control.Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. ` Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 CONSENT TO INSPECTION Jay\1 C.c M F—h SS ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at S(P S (01rj- fYlaiv1 Y-0- f'Yloy tv c-K which is shown and designated on the Suffolk County Tax Map as District 1000, Section ) a a , Block 2, Lot. That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: AJe ti,�. 4-o i3acj<- "�h ot)s !e of WacLey, 8edy-onm*-190LA That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: J (Signature) (Print Name) (Signature) (Print Name) ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 53 1-599--81019 July 3,2014 FAX TRANSMITTAL : 631-765-9502 PAGES Town of Southold Pat—attached is REscheck as requested for Janice Fliss residence. THANK YOU Bob Tast E E D JUL - 32014 BLDG.DEPT. TOWN OF SOUTHOLD 6001100'd b19# 03: 10 V1031VOILO :woad February 25,2016 Janice M Fliss 565 Old Main Road Mattituck NY 11952 D 631-298-4145 FEB 262016 To: Town Of Southold Building Department BUILDING DEPR Fax 631-765-9502 TOWN OF SOUTHOLD Dear Tracy, As per our conversation on Feb. 25, 2016,I am requesting an extension of building permit ft 39010 for six more months. Thank you for your assistance. I will be in touch with you soon concerning the other maters we discussed. Janice M Fliss Southold Town Building Department P.O. Box 1179 Permit#: 46336 53095 Main Rd Southold,New York 11971 Permit Date: 6/3/2021 (631) 765-1802 U, Expiration Date: 12/3/2022 Parcel M: 122.-7-2 BUILDING PERMIT RENEWAL LETTER Dated: 5/7/2024 Applicant: Fliss, Janice Location: 565 Old Main Rd., Laurel Work Description: ADDITION/ALTERATION Construct an addition&alterations to an existing single family dwelling as applied for. Replaces BP#39010 A FEE $2S3.801 REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Fliss, Janice Address: 565 Old Main Rd Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 CZl.O�- C C— (��I 2 F9 Le O o 38q THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 46336 53095 Main Rd Southold,New York 11971 Permit Date: 6/3/2021 (631)765-1802 Expiration Date: 12/3/2022 Parcel ID: 122.-7-2 BUILDING PERMIT RENEWAL LETTER Dated: 5/7/2024 Applicant: Fliss,Janice Location: 565 Old Main Rd.,Laurel Work Description: ADDITION/ALTERATION Construct an addition&alterations to an existing single family dwelling as applied for. Replaces BP#39010 A FEE OF$283.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Fliss,Janice Address: 565 Old Main Rd Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF PROPERTY IN MA TTITUCK TOWN OF SO UTHOLD �t SUFFOLK CO UNT�; N. Y. 1000-122-07-02 SCALE.• 1'--30' MAY 29, 2014 STEEL ear FND. �J PLAWER 1 /X r c OVER HANG rn x 19.9 12' a, 1 STRY. PVC BLDNG. Z NEu O O AIC y a ❑ 1 0 28.1 i q FR. ARBOR � x I s m y I m o • Si FR. er.W. �. N ._ q POND, DECK J -- 70 Q \� / 590 oc n ` 12.7 E PORCH W O ' h METAL Q . 15.9 OD 1 SrRY. x Co (�1 FR. HOUSE $ 20.Y x�x CONC. 20-V �• W _O CO FLAG POLE Z c e t STEEL ROO fNID. 462.42' PICKET FENCE'S PICKEr FENCE 151.00' S88'34'50"W 49.00' S84'42'10"W CONC. APRON OLD MAIN ROAD OF NEvv; 0 co �3 �, i AREA=39,230 80. FT. � J ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION .Y S LIC. NO. 49618 OF SEC770M 7209OF THE NEW YORK STATE EDUCATION LAW. ECON/C S ORS, P.C. EXCEPT AS PER.SECRON 7209-SUBDIVISION 2. ALL CERAFICATIONS 166JO 765— 20 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET *HOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 14-050 REScheck Software Version 4.5.0 Compliance Certificate Project FUSS RESIDENCE ALTERATION Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 24% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ROBERT C.TAST,ARCHITECT Compliance: 2.3%Better Than Code Maximum UA: 132 Your UA: 129 The%Better or Worse Than Code Index reflects how close to compllance 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 Glazing Assembly or Cavity Cont. or Door UA Perimeter 1.1-Factor Floor 1:All-Wood joist/Truss:Over Unconditioned Space 402 30.0 0.0 0.033 13 Floor 2:Slab-On-Grade:Unheated 53 15.0 0.724 38 Insulation depth:2.5' Ceiling 1:Flat Ceiling or Scissor Truss 589 30.0 0.0 0.035 20 Wall 1:Wood Frame, 16"o.c. 464 19.0 0.0 0.060 21 Window 1:Vinyl Frame:Double Pane with Low-E 75 0.350 26 Door 1:Glass 35 0.320 11 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 uilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi 4.5 and to comply with th mandatory requirements fisted in REScheck Inspe on h klist. Name-Title V Si ature Date Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: CADocuments and SettingslRobert FleminglDesktoplFLISS 21RESCK.rck Pagel of 7 600/Z00'd b19# OZ: IO VIOZ/b0/L0 :IU0J REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plays Yerifred Fte#d 1/erified # Rre-lnspec#lion/Pion l�teview yaiue, Va#t{� Cpmpiies� Comments/Assumptions 103.2 Construction drawings and r.fft q F {,} <z `, S ❑Complies [PR111 documentation sufficiently y.❑Does Not demonstrates energy code �F; compliance for the building s Y "k �� h4 ; t #❑Not Observable _ envelope. _ ,- ❑Not Applicable 103.2, Construction drawings andrrsC` c �� ` r t r}❑COmp11e5 y — 403.7 documentation sufficiently �° r= �+ f f❑ Not (PR3]1 demonstrates energy code xr1Q, compliance for lighting and xf. ��: tj xw � ki� .❑Not Observable mechanical systems.Systems , ' { ,� '❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. Heating and cooling equipment is Heating: Heating: ❑Complies [PR2] `_..-r sized per ACCA Manual S based Btu/hr Btu/hr []Does Not 1 on loads per ACCA Manual J or Conlin Conlin other approved methods. g' g -]Not Observable Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: Hi 1 -h act im (Tied) 1( g _ p r_ I.2_1Medium Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: C:\Documents and Settings\Robert Fleming\Desktop\FLISS 2\RESCK.rck Page 2 of 7 ..................... 600/1300'd bl9# 2:10 vloz/b0/LO -IU0Jd Zoo Atew York Foundation Inspection Complies? Comments/Assumptions: Ener i ,, `:. Exposed foundation insulation ❑Complies 11",Q1IJ? :: protection. ❑Does Not > ? ❑Not Observable ❑Not Applicable Snow melt controls. i ❑Complies [.F012]2:`= []Does Not <'0. " ;= ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1!High Impact(Tier 1) F 2 I Medium Impact(Tier 2) !3 !Low Impact(Tier 3)-- Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filenarne: C:\Documents and Settings\Robert Fie ming\Desktop\FLISS 2\RESCK.rck Page 3 of 7 600/b00'd V[S# LZ: LO VLOZ/b0/LO :W0JJ ` ` 402.4.4 'Fenestration that is not site built ElComplies [FR2011 is listed and labeled as meeting ElDoes Not 40 or has infiltration rates per NFRC .--.,E]Not Observable 400 that do not exceed code '.,[]Not Applicable IC-rated recessed lighting fixtures. and labeled to indicate Ut:=2.0 E]Not Observable cfm leakage at 75 Pa. E]Not Applicable In unconditioned spaces or outside the building envelope are []Not Observable insulated to R-6. Not applicable if ElNotApplicable all systems are ductle ss. Com 403.2.2 All joints and seams of air ducts, plies [FR13]1 air handlers,filter boxes,and E]Does Not building cavities used as return -;OY- U, able ducts are sealed. ElNot Obsery as 0 Co 4. Building cavities are not used IWU mplies [FR15J ducts or plenums. DDoes Not []Not Observable ONot Applicable HVAC above 105 9F or chilled fluids ElDoes Not below 55 PF are.insulated to R-3. E]Not Observable 1-FRI-81 pipes are insulated to R-2. E]Does Not E]Not Observable ONot Applicable Automatic or gravity dampers are DDoes No air t installed on all outdoor intakes and exhausts. vable C]Not Applicable AdditimnaUCom pact -...".11NIedium Impact(Tier 2) T,Low Impact(Tier 3) T Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: CADocuments and 5ettingsVlobertF|enuing\Desktop\FL|SS Z\RESCK.nck Page 4of 7 800/900'd h19# 2: iO VLUC/hO/lO :W0JJ Q- Mery pl+es�_ Comments/Assumptions P% C n 11 installed insulation labeled or �Com pile installed R-values provided. ElDoes Not ONot Observable . . ....... ........ E]Not Applicable Additional Comments/Assumptions: iLlHigh Impact(Tier 1) ... --2Medium Impact(Tier.2) 3 T6ow Impact(Tier 3) Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: C:\Docurnents and Settings\Robert Fleming\Desktop\FLISS 2\RESCK.rck Page 5 of 7 600/900'd VlS# 2: 10 VIHIVOILIJ :WOJJ ^ ` 402.4.2.1 verified by blower door test result 0Does Not r�qulrement may instead be met via visual inspection, in which []Not Applicable case verification may need to occur during Insulation Inspection- Elcom Wood-burning fireplaces have plies gasketed doors and outdoor Not combustion air. f[]Not Observable iElNot Applicable IF1411 construction with maximum DDoes Not leakage of 8 cfm to outdoors,or -]Not Observable 12 cfm across systems.For rough-in tests,verification may E]Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handier. lies ,4 Programmable thermostats C]Not Observable Heat pump thermostat installed omp lies on heat pumps. ElDoes Not E]Not Observable ONot Applicable Circulating service hot water systems have automatic of E]Does Not accessible manual controls, '[]Not Observable iONot Applicable ssible switch on heaters for swimming )ools. ONot Observable E]Not Applicable 40;0. Timer switches on pool heaters Complies vElDoes Not and pumps are present. EINotApplicable ClComplies 4 He cover Covers on pools heated LJDoes Not over 90 QF are insulated to R-12. ble El Not Observa 30Not Applicable Comp es Not tApplicable NO facturer manuals for DComplies mechanical and water heating E]Does Not uipme []Not Observable E]Not Applicable AdditionalComments/Assumptions: Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: C:\Dncumems and 5ettings\RohertF|eming\Desktup\FUSS Z\RESCk.nck Page 6of 7 - 600//OO'J VLS# 2: 10 ViE/V0/l0 :NOJJ 1 Liigh Impact(Tier 1) 2;1 Medium Impact(Tier 2) i 3 !Law Impact(Tier 3) Project Title: FUSS RESIDENCE ALTERATION Report date: 05/02/14 Data filename: C;\Documents and Settings\Robert Fleming\Desktop\FLISS 2\RESCK.rck Page 7 of 7 soo/goo'd V19# zz: Lo rloz/vo/zo tuoiJ 2010 New York Energy Conservation Construction Cock Energy Efficiency Certificate Wall 19.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Window 0.35 Door 0.32 Heating System• Cooling System• Water Heater• Name• Date• Comments 600/600'd VIS# N:10 VINIVOIL0 :woad ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 July 3,2014 FAX TRANSMITTAL : 631-765-9502 PAGES Town of Southold Pat—attached is REscheck as requested for Janice Fliss residence. THANK YOU Bob Tast F UE JE�00 — 3 2HBLDG.DEM TOWNOF SOUT 600/ 100'd V19# H:10 VLHIVoito :o,oad ONE5TORY ADDITION FLISS SID NC MATTITUCK TOWN Of 5OUTMOLD , 5Uf fOLK COUNTY, NEWYORK ADDREVIATION5 GENERAL NOTES - I . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL.WORK AND OBTAIN ALL. DIMENSIONS TO NAILING SCHEDULE. DRAWINGS p A IN5LIRE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK, REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL PRESCRIPTIVE DESIGN LIMITATIONS: LIST O� D I\AWL N GS A/C -AIR CONDITIONER CONDITIONS WHICH MAY INTERFERE WITH OR OTNERW15E AFFECT, OK PREVENT, THE PROPER EXECUTION AND TITLE ADJ. -ADJACENT COMPLETION OF THE WORK. (AS PER 2001 \A/ECM TABLE 3. 1) _ AO_ PLANSSHEET NOTES AFF. -ABOVE FINISHED FLOOR 2. ALL. CONSTRUCTION SHALL. COMPLY FULLY WITH THE APPL.ICABL.E PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST JOINT DESCRIPTION NUMBER OF NUMBER OF A kIB!1TE EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. COMMON NAILS BOX N K NAIL.SPACING [IMITATION REFERENCE Flcukes PKOPosFD A-2 ELEVATIONS � SECTIONS ALLOW. -ALLOWANCE ALT. -ALTERNATE secTloN ALUM -ALUMINUM NUMBEkOFsrOkIFS A-3 DETAILS, NOTES RISER 3. ALL REQUIREMENTS SPECIFIED IN THE CODE 5HALI BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. K O O F F R A M I N G - 3 1.1.3.1a A/P -A5 PER THIS SHALL. NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE FLOOR SYSTEMS DIAGRAM 8 MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. RAFTER TO TOP PLATE(TOE-NAILED) (TADHE 3 4A) 3 -8d 3 - loci PER RAFTER3.1.3.2,r I UMBFk JOIST SPAN 26' "I 5'-4' JOISTS JOIST SPACING 24" 3.1.3.2b 1 6" BAIT. -BATTEN 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL. INSPECTIONS AS REQUIRED BY APPROPRIATE CEIL ING J05T TO TOP PL ATE (TOE-NA(LED) ..(TAB1 E 3.4A) 3 -8d 3 - 1 od PER-1015T CANTILEVFK-S -5LJPPOKTING LOADBFAKING WAttS oK 5HFA1;WAl I5 d(depth)' 3.1.3.2c. 2,la N/A DI-DG. -BUILDING BUILDING DEPAKTMENT5 ETC. CERTIFICATE OF OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN RELEA5E5 _ SETBACKS-IOAUBEARING WAILS OP,SFIEAKWAIIS d 3.1.3.2d 2.Id N/A IS SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. CEILING JOIST TO PAKALLEL_KAFTEK(FACE-NIAILEV (HEEL_JOINT) FLOOR VERTICAL FLOOROFFSFT CJ -CEILING JOISTS 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. I G"O.C. RAFTER 3:1 2 I U I Gd I 0-4Ud DIAPFIkAGMS FLOOR DIA'HRAGM ASPECT RATIO - d 3.1.3.2e 1.2 NIA CT -COLLAR TIES SLOPE: 4:12 8- I Gd 8 -40d FLOOR DIAf HRAGM Of FNINGS TABLE 3.I EB 3.1.3.2t - 1:I.25 CANT. -CANTILEVER G. GENERAL CONTRACTOR SHALL. COORDINATE FOR�A5E AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL.TRADES. ALL.SLOTS, (TABLE 3.9A) 5:12 G_ I Gd G -40d EACH LAP 1F.55 OF 12'DIMENSION 3.1.3.2g 1.4 NA 7:12 5 16d 5 -4Ud OF BlD'G.DIMENSION Cl.. -CLOSET SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. WALL SYSTEMS 9:1 2 AND GREATER 4- I Gd 4-40d CEIL. -CEILING 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS LOADBEARING WALL F1a lo' 3.I.3.3k HEIGHT _ CEILING JO15T LAPS OVER F nKTITION (FACE--NAILED) NON d_OADBEARING WALL FIEIGMT CI R. -CLEAR 20' 3.1.3.3ai C.O. -CLEAN OUT REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. WAIL STLlUS 24"O.C. 3.1.3.3h I 0'RAFTER SLOPE: 3:12 10- I Gd 10-40d WAt L.STUU SPACING 6" COL. -COLUMN 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL. MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL. PRIOR TO ORDERING. (TABLE 3.9A) CONE. -CONCRETE 4 1 2 8- I Gd 8-4Ud SHEAkWAI l LINE OFFSETCODE FIRE SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL. CODES AND NEW YORK STATE BUILDING 5:12 G - I Gd G -40d EACH LAP SI-IFARWAI.t_S SrieARWALL 5TOKYOFF51`7 4 3.1.3.3c I. 3.Ib N/A AN ALMS I5 7:1 2 5 I Gd 5 40d 5NFARWALt SEGMENTS ASPECT RATIO d 3.I.3.3d I.E N/A AREA OF PROP05ED ADDITION CPT. -CARPET 9. PROVIDE , TABLE 3.17D 3.1.3.3e 1.7 1:2.5 CT. -CERAMIC TILE CODE AND INSTALLATION. 9:12 AND GREATER 4- 1 Gd 4-40d ROOF _`:,YSTEMS 402 sf D 10. REPAIR AL.L. DAMAGES TO EXISTING BUILDINGS 4 51TE INCURRED DURING COURSE OF CONSTRUCTION. REPAIR MATERIALS, DBL.. -DOUBLE WORKMANSHIP AND FINISH SHALL MATCH EXISTINGADJACENT UNLESS OTHERWISE DIRECTED BY OWNER. COL LAP TIE To RAFTER(FACE-Nn1LED) RAFreksPANmoklr_oNrALPROJEcrION1 tL1MBFk zE' 3.1.3.4a 1 z' OCCUPANCY: RAFTER SLOPE: 3:1 2 3 - I od 3- 1 Od RAFTet_S RAFTER SPACING 24"O.C. 3.1.3.4b - 10. Resldentlal DIA. -DIAMETER (TABLE 3.GA) 4:1 2 2 - I Od 2 - I od RAFTER OVFKhIANG LFNGTI-I @ EAVF IF55 OF 2'OR KAFTER 3.1.3.4c 2.1 2'0"± DIST. -DISTANCE CONCRETE DN. -DOWN 5:12 2 - IUd PER TIE s1'AN/3 REFERENCE STANDARDS: I , ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51 2 - l od kAKE OVEkHANG LENGTH DW. -DISH WASHER G:1 2 AND GREATER 2 - 1 Od 2 - I Oci LESS OF 2'Ok PEkLIN 3.1.3.4c z,1 g 6° Resldentlal Code of New York State DWG. -DRAWING UNLESS OTHERWISE NOTED. CONCRETE EXPOSED TO WEATHER SHALL. BE AIR ENTRAINED. SPAN/2 E BLOCKING TO RAFTEK(TOE-NAILED) 2 - 8d 2 - I Od EACH END RooF store Wood Frame Construction Manual nF � Pn 2. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI FLAT - 12:I z 3.1.3.4d 7±:12 KOOF Climate Zone: 4 RIM BOARD TO RAFTER(END-NAILED) 2 - 16d 3 - �6ci EACH END EA. -EACH BUILDINGS CODE, ACI 3 16, AND MANUAL.ACI 315. DIAPI-IRAGMS ROOF DIAPHRAGM ASPECT PATIO TABLE 3.IEA 3.1.3.4e 1:1 25 Degree Days: 5750 E DESIGN LOADS: -ELECTRICAL PANEL CARPENTRY Ea. . _EQUAL WALL FRAMING ttics: 20 psf EQUIP. -EQUIPMENT I . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLE-95 OTHERWISE NOTED. EXIST. -EXISTING TOP PLATE TO TOP (FiASF)ON SI1FATt11NC•NAILED PLATE (FACE-NAILED) -I Gd I 2 - 16d I PEK FOOT CLIMATIC * G EOG RAP H I C DESIGN CRITERIA 5L.epingtRoomsn tha 30 psf g Rooms 40 psf EXT. -EXTERIOR 2. ALL STRUCTURAL. FRAMING LUMBER SHALL BE #2 OR BETTER DOUG-FIR, F8= 1 ,200 P.5.1, /-.ND E = I ,000,0OO P.S.I. UNLESS OTHERWISE �N 6•O.C.oc AT rANeI eucEl INDICATED, WITH 5PP UTILITY 5HOE5 AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH PB = 1450 P.5.1.. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4 - I Gd 5 - 1 Gd JOINTS-EACH SIDE _ tabs: 40 p5f F FAI. -FRESH AIR INLET(INTAKE) 3. ALL. ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHAI_l. MEET THE REQUIREMENTS OF THE STUD TO STUD(FACE-NAILED) 2 -1 Gd 2 - 1 Gd 24"O.C. SNOW (5 PEED IN DE5 GIN c L NUEKIAY- FLOOD Handrails: 200# SUBJECT TO DAMAGE BY WINTER FD. -FLOOR DRAIN LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF wEANG FROST LINE UE�IGN QUIRMFNT Roof: 20 psf ground snow load LOAD MPH) CATEGORY TERMITE DECAY TEMP. HAZARDS FF. -FINISH FLOOR THE AMERICAN PLYWOOD ASSOCIATION. HEADER TO HEADER(FACE-NAILED) I Gci I Gd I G"OC ALONG EDGES LNG DEPTH KEQDIkED Basic Wind Speed: 120 mph FIN. -FINISH N/A PER MUD.TO SNGI-IT TO Uplift: 18. I# 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE TOP OR BOTTOM PLATE TO STUD (END-NAMED) 2 - I GJ 2 -40d PER 2x4 STUD 20 PSF 120 K 301.2.2 SEVERE 3101. I-IEAVY MODERATE III YES No Dead Loads: 10 psf FIG. -FLOORING 3 - I Gd 3 -40d PER 2xG STUD FL. -FLOOR CHEMICALS OR CREOSOTE, TO DEFINITE RETENTION,-) AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. FLUOR. -FLUORESCENT BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. BOTTOM PLATE TO FLOOR JOIST, BANDJo15T,ENDJOIST OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT DEFLECTION LIMITS: (FACE-NAILED) (BASED ON SHEATHING NAMED a 6"O.C. AT PANEL EDGE) Rafters with no ceiling attached: L./ 180 FP. -FIRE PROOF r • ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL. oors: 1./ 300 -FIBERGLASS � FG DE51GN SPECIFICATIONS FOR 5TRE55 GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL. BE FURNISHED AND INSTALLED, COMPLETE F L O O R FRAMIN G FP5C -FIRE PROOF 5ELF-CL05ING WITH ALL FA5TENING5, ANCHOK5, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL. BOLTS G CONNECTING WOOD MEMBERS SHALL BE 5UPPLIED WITH AND TIGHTENED AGAINST STEEL. WASHERS OR PLATES. J015T HANGERS AND JOIST TO SILL,TOP PLATE OR GIRDER(TOE-LNALED) 4 -8d 4 - I od PER JOIST GA. -GAGE CONNECTORS, STEEL, BRIDGING AND OTHER 5'.7' CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW GAL.V. -GALVANIZED YORK STATE BUILDING CODE REQUIREMENTS. vd`LFRE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE BRIDGING TO JOIST(TOE-NAILED) 2 -lid 2 - I Od EACH END GL. -GLA55 FURNISHED IN ADEQUATE NUMBER AND SIZE. BLOCKING TO JOS5T(TOE-NAILED) 2 -8d 2 - Lod EACH END GYP BD. -GYPSUM BOARD G. ALL CARPENTRY WORK SHALL BE PERFORMED IN;:ONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF h BLocKtN1G To sn_L-OF,Tor PLATE(TOE-NAil1_EC 3 - 16d 4- 16d EACH BLOCK MANUFACTURER5' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: HDR. -HEADER A. DOUBLE ALL JOISTS UNDER PARALLE!-- PARTITIONS ABOVE. LEDGER STRIP To BEAM (FACE-NA(LED) 3 - a Gd 4- 1 Gd EACH JOIST HM. -HOLLOW METAL HD -HOLD-DOWN STRAPPING B.IFASTEN SECURELY ALL PARTS Of CARPENIFY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - loci PER JOIST HB -HOSE BIBB (NON-FR)fEZE) SECURE WITH SUFFICIENT NAILS, SPIKES AND50LT5 TO INSURE RIGIDITY. HVAC HEATING VENTILATION f- AIR CONDITIONIMG C.I NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 16 INCH BAND JOIST TO JOIST (END-NA(LED) 3 - I6d 4 - L Gd r'EK JOIST I METAL 5TRAP5 AND TWO 8D NAILS TO EACH JOIST, BAND JOIST TO SILL OR Tor PLATE(TOE-NAVLEF)) 2 - I ,d 3 - I Gd L'EK FOOT INSUL. -INSULATION INT. -INTERIOR D. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL- CORNERS FOR SECURING DRYWALL, ETC.. ROOF S f1 E A T f1 I N G LFORM SURFACES WITH FRAMING MEMBERS,OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT EACH END. AM. -LAMINATE E. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED STRUCTURAL PANELS: - PANEL INTERMEDIATE L.AV. -LAVATORY SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. (TABLE 3.8) EDGES SUPPORTS LD'R -LEADER (ALUM. U.O.N.) INTER10DR ZONE 8d I Oci 4" G„ M F. ALL STUDS SHALL. BE PROVIDED AND SECURED TO SUPPORTING MEMBER5 !N 5TKIC1 ACCORDANCE WITH NEW YORK STATE CODE AND A5 NOTED HEREIN. 4" 4" MAX. -MAXIMUM PERIMETTEKEDGE ZONE 8d I od ALL PTE ^LINES i Wp,S D MFG'R. -MANUFACTURER (1) PLATES AND BLOCKING SAME WIDTH A5 RELATED STUDS OR WIDER. &WATER LINES NEED MISC. -MISCELLANEOUS (2) FRAMING TO SUIT WORK OF OTHER TRADES. GABLE ENDWALL RAKE WITH I.00KOUT BLOCM 8d 1 od 4„ 4„ TESTING BEFORE COVERING M.C. -MEDICINE CABINET (3) PROVIDE SOLID BEARING FOR FULL.WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. N G. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; CEILING S h E A T f1 I N G PLUMBER CERTIF 53 E-F d? ONI_EAU CONTENT ref-a„qe NA. -NOT APPLICABLE STAGGER JOINTS. GYPSUM WALLBOARD 5d COOLERS 5ci COOLERS 7" EDGE/ 10" FIELD NIC -NOT IN CONTRACT 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED STEEL.JOIST HANGER. CERTIFICATE USOF ED hV ATER Y NT5. -NOT TO SCALE WALL 5 f1 E A T I-1 I N G 0 8. PROVIDE FIRE STOPPING A5 PER NEW YORK STATE BUILDING CODE REQUIREMENTS. SOLDER USED Il'V WA TER 0C. -ON CENTER 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNE55 AS SHOWN ON DRAWINGS. INSULATION STRUCTURAL PANEL INTERMEDIATE SUPPLY SYSTEM CAN^>iO)T PANELS/HARDBOARD EDGES SUPPORTS EXCEED 2/10 OF 1% LEND. OPNG. -OPENING SHALL. BE PROVIDED AT ALL UNHEATED TO HEATED 5FACE5. ALL THERMAL. INSULATION SHALL HAVE A FOIL.VAPOR (TABLE 3.9) INTERIODRZONE 8ci I Od G" G" OPF. -OPPOSITE BARRIER SURFACE EXPOSED TO HEATED SURFACES. 4'EDGE=ZONE- 8d I od APPROVED AS NOTED PNL. -PANEL 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL. (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE G" G" DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. FIBERBOARD rnNELS: 71 '1 �� DATE REMARKS PREFAB. -PREFABRICATE f �� ! 7/I G" Gd 3 - 3"EDGE/G" FIELD DATE• 1 � B.P.# PKE55. -PRESSURE 1 1 . ALL. STEEL HARDWARE IN CONTACT WITH PKE55URE TREATED LUMBER SHALL. BE STAINLESS STEEL. 3 _ M 25/32" 8d 3"EDGE/G" FIELD FEE: /a/ (� BY j PROP. -PROPERTY 12. ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. BERT C. TAST, A.I.A. PT. -PAINT PM FOR GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10' FIELD NOTIFY BUILDING DEI� T AT 7G5-1802 8 AM TO 4 PM FOR THE ARCHITECT POCK -POCKET (DOOR) FOLLOWING INSPECTIONS: Q FLOOR S h E A T M I N G 1. FOUNDATION-TWO REQUIRED QT -QUARRY TILE FOR POURED CONCRETE 620 05TRANDF-R AVENUE STRUCTURAL PANELS: 2. ROUGH-FRAMING,PLUMBING, RI\/ERHEAD, NY 1 Ia01 R WINDOW NOTE 1" 8d Lod Gil EDGE/G" FIEIU EDGE/ 12" FIELD STRAPPING, ELECTRICAL&CAULKING 631-5aa-8106 F 651-727-0144 R. -RI5ER ENERGY NOTES GREATEKTHtirI I° I od I Gd 6 RCNYS -RESIDENTIAL. CODE OF NEW YORK STATE 3. INSULATION KEINF. -REINFORCE ALL NEW WINDOWS AND GLASS DOORS 5HAL.L MEET THE 4. FINAL CONSTRUCTION &ELECTRICAL KLQD. -REQUIRED CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E NAILING NOTE5 MUST BE COMPLETE FOR C.O. REV. -REVISION CERTIFIED CONFORMANCE FOR ZONE 4 1 99G AND OR A5TM E 1 88G OR : ALL CONSTRUCTION SHALL MEET THE RM. -ROOM I . NAILING REQLJIREMENT5 ARE BA5E070N WALL SHEATHING NAILED G' ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS REQUIREMENTS OF THE CODES OF NEW ONE STORY RDDITION RR -ROOF RAFTERS WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL NAILED 3" ON CENTER AT THE PANEEI EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL FL155 RESIDENCE THE CONTRACTOK SHALL. PROVIDE PRECUT 1/2" PLYWOOD MEMBERS SHALL BE DOUBLED, OR.ALTERNATE CONNECTORS, SUCH A5 511EAK PLATES, SHALL BE USED TO MAINTAIN THE YORK STATE. NOT RESPONSIBLE FOR UTHOLD j HAVE AN APPROVED VAPOR BARRIER (PERMEANCE PANELS TO COVER [HE GLAZED OPENINGS * SHALL PRE I OAD PATH. DESIGN OR CONSTRUCTION ERRORS. MSUFFO K TOWN , SOYORK SAN. -SANITARY RATING OF 1 .0 PERM) INSTALLED ON THE "WARM IN DRILL EDGES AT 1 2" O.C. TO ACCEPT 2-1/2" #8 WOOD 2. WHEN WALL SHEATHING 15 CONTINUJOU5 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE SUFFOLK COUNTY,NEw PORK 5D. -5MOKE DETECTOR WINTER' 51DE OF THERMAL INSULATION. SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS PERMITTED TO BE REDUCED TO I - 16d F'EK FOOT. 5F. -SQUARE FOOT (FEET) FOR FASTENING. RETAIN STOMA WATER RUNOFF SL. -SLIDING (DOOR) WINDOWS SHALL_ HAVE A MAX. AIR INFILTRATION PLATING 3. CORK0510N RESISTANT I i GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING OF 0.3 CFM PER SQUARE FOOT OF WINDOW AREA. CODE OF NEW YORK FOR ADDITIOWA.REQUIREMENTS. PURSUANT TO CHAPTER 236 T SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION 4. All QUANTITIES ARE BASED ON 10`DC SPACING FOR RAFTERS, JOISTS AND STUDS. OF THE TOWN CODE. T -TREAD RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. 5. FOR ROOF SHEATHING WITHIN 4 FEEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF SITE= PLAN NOTES TAG. -TONGUE AND GROOVE WALL STYLES PEAK, THE 4 FOOT PERIMETER EDGEEZONE ATTACHMENT REQUIREMENTS SHALL. BE USED. TOS. -TOP OF STEEL THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND G. FOR WALL SHEATHING WITHIN 4 FEE:T OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE TOW. -TOP OF WALL. CAST IRON RADIATOR CUT SHEETS WHICH WILL BE USED, USED. TYP. -TYPICAL. IN SUFFICIENT DETAIL., AS REQUIRED BY THE BUILDING w - DEPARTMENT AND FOR OWNERS APPROVAL. FKOP05ED STUD +.} SCAwI. PREPARED AFRIL 29,2014 T.O. -TRIMMED OPENING LiWAIL UPARTITION SCALE-. NONE UL. -UNDERWRITERS LABORATORIES I ALL THERMOSTATS SHALL BE ADJUSTIBLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT, .Los NO., � � U.O.N. -UNLESS OTHERWISE NOTED EXTING STUD v ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED WALL/PARTITION VET. -VINYL COMPOSITION TILE BY CODE. Cr N`Zt"� DRAWING NO.`�• \/IF -VERIFY IN FIELD rF�' ' r (•^, HVAC CONTRACTOR SHALL VERIFY HEAT L055 L _ _ _ _ _j PARTITION TO BE ' W CALCULATIONS. DEMOL_15HED c e 1 :;,•e., -WITH PROPOSED LOADBEARING ' _ I I WWF -WELDED WIRE FABRIC: `�41-'r� y;y'V"; THE ARCHITECT CERTIFIES THAT TO THE BEST OF H15 STUD WALL/PARTITION L WP -WATERPROOF A-s KNOWLEDGE BELIEF, AND PROFESSIONAL JUDGEMENT c THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY PROPOSED CONCRETE tV CONSERVATION CONSTRUCTION CODE OF NEW YORK rc~ y A-O STATE. - -- - - - - -� - - - - - - I I EXISTING FOYER II I I I - - - -- - - — _ I o I I X R I � I C-%ISTIN6 CELLAR E%STING ROOM EXI5THry LIVING ROOM EXISTIN6 RIPI PATCH OFDIws TO EXISTING KITCHEN rJ HOLD !1111 T sw MATCH EXISTIN6 REP THIS ALL nwT _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ REMovEF RELOCATE E%15TIN6 ATRIUM DOOR AS SHOWN PLASH m REMOVE Ex15TINT� p. MIST V ADJACENT ELREI NO K FIRECTm of VERTICAL. REEUILD WALLS / OwNeR ' wOF Ex sr Ne CONE 51 AEOVE suRFAcSs - xF III As REam / /EDI ROO LAUNDRY/FOYEIR o o 3 OVERFRn E NEW ROOT - ~ N ovER Ex1s wb - / ovERPgAME New u o REMOVE E IST SHINGLES / RODE OVER E%15TIN6 ❑ RELOCATE DRYER / - REML`IE EXIST / sNIN6L�5 IST. AT VENT As eRILKC-T - FULL LEADMIDOX4 / vlREemo aY CE 1 WATER LEADER TO OWNER MARD �„ fvwxe — PANTRY mix I »s oowELs x Ir SHIELD B' s O RI L X =,_O. LONE f a' 0 c, - vRrwELL \ / oucT ro oRYE MIry I'- INTERSECTION B - ----- - --- ------ ---� u�«mi,uiuiieiiu LE IrvTEftSEenoN FL HOLD 10 z HOLD I_ _ - - — _ _ _ _ _ _ _ _ —J �I VCwCLOSETII~L _ JIIIF� IID 4COevS-CLT �.o., , ,�^^ ...,...L.... III DDI ovERHANS AsI axlo ® IO" o.e. of ACCESS `3 e IFN 7 10 REWI OVERI TO ni IIID •• ••• x 1a' •. •L LC I SMOKE IF - 75 /y a MATCH Ex1snN6 I n b ADJUST - OATH ^ - _ p11 y L+ z' scREED sLne I•-6 ASPHALT 5HIN6LE5 TO MATCH - 111 O O p RAWL SPADEr�� 1X6 EXISTIN6 OVER 300 FELT 34" INSULATED O D 1� w ERE ACCESS DOOR eT oErr raR - - CONE Fre. w1TH s S J w 1L - CANER - DOusLE srEEL coL n NOTE FRAL _1 o 9x o ® 6 ' o c. 9• JOISTS ALL SIDES 2x5 RR a IIS ;n SL�1 Gf(L u6HTw6i o - O G T' S RELEPTALLES A5 II F F — J ° i ¢2x5 RR ® Ib" oc . �l� 2x6 RRsl6�� G"—" r1111r_"Ii -n _Ii11cCERANM1 �rILEI °� i I Ivn, IC_ _ _ _ _a. L Ic' N, DIRECTED DY DINNER 5 al - - z - OVER ARD Maus 4 11 5 _ XII RELocnm P cElurvs aI 9HOM�ER 1 1 K EXIST IN6 X hTRWM F 2X10 m Ib" 0C r; 11 HA57EF EEROOIDOOR DIM L HOLD DOM1I _. I. Ao"x IO^ wrvc rPomlrve � �� 1N umummuv^� — DOM111 _ _ JI r111°I°i11111 I�IIIIIIILs,:u� - - '1 FRwINI 41 cTN3o — AREAHAADJ, LOUVER vinj, .1, CONCRETE HAI nr AREAHAY As REOUIREo 12 DOOR AD ED p-p DRELTD 9Y OWNER ROOF PIAN FLOOR PLAN FOUNDATION PLAN 51 f IM = I " 5CALE . 114 - I'-OFICA C ' I/I = 1 '-0" IMSER Dere REMARNO ROBERT C. TASTF A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11501 631-599-6106 F 631-02"1-0144 ONE III APTON FLIES RESIDENCE MATTITKK,TOM OF EONNOLO %THOLK ODATT MEN YORK PLANS DRAHNS FAeI AIAIL 2m,W14 ] FLF LOS NO, XX vPAWINs NO u � FPIEp YO 4(' r1rIS �Ne IOR NOTE. S AND TO COMMENCING N6 ANY AFFECTING MEN RICKS ONTRACTOR SHALL VERIFY EXISTING ROOF CTION PIT ' AND CONDRSECTI N - NOTIFYAMEN CRICKET AT ROOF INTERSECTION - NOTIFY ARCHITECT OF ANY DISCREPANCIES - 5LINO FLASH R INTERSECTIONS ■ REPAIR OR REPLACE SIDING AS / RD ASPHALT SHINGLESS 70 TO MATCH � EXISTING EXISTING WER 30N FELT ///'''ASPHALT 5HIHOUSE TO MATLH / EXISTING OVC-R 30k FELT LEADER BO% f LEAOE / RI06E VENT 2032 WINDOW EXISTING TO REMAIN IH:" X Ih/p" ML RIDGE - EXISTING BC-DROOM � 1 � e x'N TJN RIF 11 I ATION R5o F61NwLATION _ I I _ I J I IL J_ _ _ '/ —CEDAR SIOIN6 To MATL \ l / R- 9 INSULATION III —EXISTING -PAINT TO MATLH PRIME \ O 2%6 STUDS a I6, O.L. - J/T" PLYWOOD SHEATHING MEDIA ROOM TTP, nu ExTER1LR / TYVEK HOUSE WRAP S 3/4" Tfb AOVANTELH GC-OAR SIDING TO MATCH SHEATHING - GLUE f `� MA"jTER BEDROOM E%SI71NO - EALKFRIME f NAIL OVER PRE55URE - PAINT TO MATCH L- TREATE-D 2Y3 C EXISTING LIVING ROOM SLEEPers (212%6 PRESSURE TREATED FULL THILK BLOWN 2%10 FLOOR JOISTS - SEE PLAM5 - SEE DETAl15 DWG INS'1L. PLAN FOR SPACING A-3 --- -- bg, - - - - - - / ` WEST ELEVATION ft-30 NSU_ ',IIIIII"� ��I IIIIi� Izoi 5CAIE I/4" = 1101, MEMBRANE f II le - II IIII ASPHALT jjlll '!y/I" DAMPROO IN6 OVER EX15T. SLAB 10" O FOUN VERIFY EXIST. 3" GONGSLAB WITH 20" X 101, . FOOTING IN FIELD cow FOOTINS EX15TINS ROOF TO REMAIN EXISTING CELLAR SECTION B-6 till SCALE J/411- 1 Oil FE11-- V P ASPHALT SHINGLES TO MATCH EXISTING OVER 90% FELT 51, GUTTER TO MATCH EX15T EXISTING To REMAIN T — - - - -- - - PRIOR 1I PR RTANY CONSOCTI � % UJB" ML RIDGE �) /2" PLYWDOO HEnTHIN \- _ III 1 CONDITION AND H OO TRO 2%10 RR a b" L. FLASHING f INTER ON ON 2x NOTIFY OWNER OD 265ANOER5EN WINDOW5 TO ` \ L _ - DISCREPANCIES MATCH EX15TIN6 TYPICAL 2X1O RR 0 16^ OC ADJUST OVERHAWG AS EAST ELEVATION UNLESS NOTEp 41 EX1571ND REERUFY IN _ _ — SCA.F M 1 -0• KL' R-50 PC INSULATION - YIELD _- z FROV1oE AIR TO C%m51TINb OB GKPRIMENe y yV MAINTAINnIR5/SHEATHING WTEPH WHo�R r� o VENTED SOFFIT - RAFTEW 'p E 4 AR TO IL MATERIAL AR OWNER MR GYP 11 MASTER B o. WITH EXISTING TO REMAIN - -- — PLYMOOP 3 gLL5 f LqL IL wrvrec2 vnm PAINT TO MMLN BATH R-IR INSULATION \` ROBERT C. TAST, A.I.A. _ - TQ REMAIN ARCHITECT REMOVE: l i_ UNDER NEW [,I l1110VERLAY ❑ ft-30 F6 NSUL. 10 OONO, WALL WITH 20" 620 1 % 104 CONC. HFOOTING El R VERHEADI ER VENUE 631-599-8106 F 651-121-0144 TLONG, SLAB -- - -- -- - EXISTING TO REMAIN ONE EI Avull IOFLI55R SECTN A-A 5CAIE Il4"= I'-0" - E-SOPS MATfIPKK, al F ll M l Si LUN , NEW TORK ❑ -TO _ A rCH 6 MA � 00 ELEVATIONS $ SC-GTIONB PAINT 70 MATn PlU EXISTING TO REMAIN "`v PREPAREDAPRIL21v 14 u . Y = , be 40. XX 26523 ANDERSE — E of MEIN p0 vwwlNe NO L - - J ENDOWS TYPICAL- — J SN,. tr Tr EXISTING - TYPICAL _ _ _ _ _ 1NCESSN- - -CTI r /)1 NORTH fLEVATION SCALE 1/4'= I '-C' A - 2 Li a. Qi I511 loE5o1T rouinlNou Npr., Mu OUT TO d1TFIT:lua o :1.1„011 F5 IN I,. KF z' INL I° 0 OF�TA. MIIICoNfloll INI- NFFK,OFF - - AANI1LP 4 rt,vSNI° IOO T11% 07 lr� T OF Krule OC 11�IAN COFITNETENNINUFFID111 r. la 91ArhFNJ OT FKKOL NAL I ON TO sFICI IF N% oEn Of I OFF,F 9 ANCHOR NE BOLT SPACING CRAWL SPACE RIDGE STRAP ' z , RA�ER/TOP PLATE STRAPPING A-3 sLACV' NOA-3 sLALF ' NOW A3 scALFNONE II JOINTINrlrrw,, ,1%I 5 1 5FIF5FAI woF1WFON 11\1CUINFINO lANT TOTTING III CFO - - - 0-- - - 1' — -"- - Ia _ ea' IT LVL: 9h OF OF 11 ` ,milv l @ ITV7 77 A FwFrn FUum - - J' .� mlofI 3 TYPICAL PLYWOOD NAILING PATTERNry 4 ROOFSHINGLE NAILING DETAIL Fl-3 SCAI[ , N7 A-3 BCAIE , NONE `IFFNINNFJ TOO 51 OFF I, NO FINE TIFFS w mK I . lsiee NEFENTO m _ a.or _ r v3-0 5FCNIAN5 TO' me ��51FII UI FONT 1 11 NdJLFLI inL Fill I PLATT IN 0.111011 1A11 .TOTA1 IN °SII mIINAPLT IF NPIF5111 11 VF O F,l FOO o, Forvmol 1 � . F FO F„ TF ,LT, J � TII OF F,F1A11 l rAwFAFT 5PLANCFK�, F o 511 NIF 01 OTE F 5180ANN OF 511011 l3FnvID r Al L foF Nf I.FANI„e v T / o FOUNDATION WALU FLOOR 5TRAP PING 5 SIAB/ LOPR 5TRAPPING / 6 ANCHOR BOLT 5PACINGC� 5LA6 A-3 acnLC- I NONE A-3 3CAIC NONE A-3 SCAIC- i NONe INni1 III AT113u"Kws IK10NvwN � OFISI 1NcwnNF ANI INC, F lud IC, FIT 43 C 5FIJ TO FRUIT 5111C1 OF" NI nn1NNKW11A OF�tiKb NFA, NN TI)TREIFIED-0 S' VTR. AN EXISTING BATH SOON a°” lwi��Nl n�niO.°i°OA I - NuM1 DAM RNd AlFl CORNER HOLDDOWN DETAIL L A-3 sLn!e NQNF ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 -0^ VfF 4" ufk 631-599-al F 631-121-0144 1 - - __ — — - Opi EXISTING BATIi ME 1 EXISTING TO RE G 4 INOVITION FIXTURES TO REMAIN -- -- - - 2" NEW DATri TH ISSTRE51DEN0E T MAIIITKK, iOWN ofLo SIFFOLK GP1Ntt� NEWT OOI RK 2n IkI " L 111111 DETAILS, NOTES k R15ER I . T ,-I ��.�_ IJ � , I� IYe" DIAGRAM "(DIED nwlL a�, 10 vwwlwz vREruem la EcuE1 41 CQ of rv[LV�� vpµlNe SID. IT I FI\ KAABsFla SANITARY RISER DIA RAM „ A-3 sCALE , NOW + No 5 A A