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HomeMy WebLinkAbout49718-Z �o�guFFOIKcoGy Town of Southold 7/31/2024 P.O.Box 1179 0 o • 53095 Main Rd . y o�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45411 Date: 7/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5405 Pequash Ave,Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/14/2011 pursuant to which Building Permit No. 49718 dated 9/19/2023 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: additions and alterations, including finished basement,to existingsingle family dwelling as applied for. The certificate is issued.to Petra II LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-24-0406 5/14/2024 ELECTRICAL CERTIFICATE NO. 49718 6/25/2024 PLUMBERS CERTIFICATION DATED 5/22/2024 INhris Kinski AVorid S' tore °�g�EFU TOWN OF SOUTHOLD ay BUILDING DEPARTMENT co 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#: 49718 J Date: 9/19/2023 Permission is hereby granted to: Vasady-Kovacs, Julie 478 13th St Brooklyn, NY 11215 To: ALTER BASEMENT & DORMER ADDITION & PORCH WINDOWS AT AN EXISTING DWELLING AS APPLIED FOR. FIRST 7/30/13 (Replaces BP#36257) At premises located at: 6405 Peguash Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 110.4-8 Pursuant to application dated 3/14/2011 and approved by the Building Inspector. To expire on 3/20/2025. Fees: PERMIT RENEWAL $359.00 Total: $359.00 I Building Inspector So�ut . TOWN OF SOUTHOLD 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#: 36257 Date: 3/22/2011 Permission is hereby granted to: Vasady Kovacs,.Julie 478 13th St Brooklyn, NY_ 11215 �2-D To: ALTER BASEMENT & DORMER ADDITION & PORCH WINDOWS AT AN.EXISTING DWELLING AS APPLIED FOR. At premises located at: 5405 Pequash Ave Cutchogue . SCTM #473889 Sec/Block/Lot# 110.4-8 Pursuant to application dated 3/22/2011 and approved by the Building Inspector. To expire on 9/21/201.2. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $578.00 CO -ALTERATION TO DWELLING $50.00 Total: $628.00 Building 'Inspector Y 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy 1$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. z�31/41,1/ New Construction: Old or Pre-existing Building: 1// (check one) Location of Property: - �®�' ��CS7 C/C� { e9lla House No. Street Hamlet Owner or Owners of Property: \2U1,1L- S 9VA.0 Suffolk County Tax Map No 1000,Section //0 Block_ C`7 Q Lot ©(� Subdivision Filed Map. Lot: Permit No. Date of Permit. 3 ' Z2-�� Applicant: G�GC� Health Dept.Approval: Underwriters Approval: Planning'Board Approval: Request for: Temporary Certificate Final Certificate: V (check one Fee Submitted:$ -"©c plicant Signature so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ., �Q sea n.deviin(W-town.south old.ny.us Southold,NY 11971-0959 0 OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Petra 11 LLC Address: 5405 Pequash Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 49718 Section: 110 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Gerard Electrical License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X Loft X . Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 5 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt 8 Recessed Fixtures 50 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 2 Transfer Switch UC Lights p' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect �, Switches 4g 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro/ Hood, DW, W/D, 200A Panel 40 Circuit/ 35 Used Notes: One Story w/ Finished Basement Inspector Signature: Date: June 26, 2024 S.Devlin-Cert Electrical Compliance Form Town Hail Annex f� 54375 Main Road Telephone(631)765-1862 P.G.Box 1179 Southold,NY 11971-0959 -D �DD 4 `Mwil JUL 1 9 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUILDING DEFT. TOWN 3)F SOUTHOI,r � CERT +IG'ATTC�Iti late: . Buildine Permit_N Owner: zti LL l ; ' (Please print) Plumber: _ (Please priuL': I certifythat'the solder used in the kvater supply.sa>v�m ! es lead- than 2t10 of 1%Iead '. I (Plumbers Signature) Sworn to before me third``° day of ' 20 A Li Notary Public, U Rk __County JESSICA HARRIS NOTARY PUBLIC-STATE OF NEW YORK Ne.OTHAb235954 9Uallfied in Suffolk CounIV My Ccmmission Exp0e0 Apfi) 1 i,aQ7 1 ie �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOU DATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR i L� pF SO(/r�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE,A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR -ho pE SO//lyo� �ycoUHi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OE SOUly�6 . ,,3 - 7 'w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r r T DATE f INSPECTOR tio�afq SO�Tyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ /] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS• i DATE INSPECTOR OE SOUIyO� * # TOWN OF SOUTHOLD BUILDING.DEPT. cou 631-765-1802 qvil INSPECTION [ ] FOUNDATION 1ST [ ] #GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ! Y INSPECTOR q7 7/9 � �s �e`//�/,u ash •v�� �aOF SOUTy o V * TOWN OF' SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [)C� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Arno o ft Co i rl VAA kjAk< DATE ao 9-3 INSPECTOR OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 qvl INSPECTION [ ] FOUNDATION 1ST [ y1Kc0- UGH 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 [ ] PRE C/O [ ] RENTAL REMAR4: 7 4� \ ' �WtA DATE "-v W-) INSPECTOR 04 ho�aOF SOGlyolo TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 D . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] Fp6UNDATION 2ND [ ] INSULATION/CAULKING [ 'FRAMING /STRAPPING [ ] FINAL w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 (,, 1� V �& DATE INSPECTO OF SOGlyo�o I 5 l b g # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 T [ ] ROUGH PL13G. [ ] FOUNDATION 2N [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e ew, "a d/ Z/- DATE INSPECTOR I OP SOGIyo� # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: 4 as AV kovi'mac, kkV Ir ate. �. - Sp VX41 4� ` v iuk> 3 br o n Ph Ltz ( (s4t,CI& DATE INSPECTOR / OF SOUIyOIoYq7 v ���S # TOWN OF SOUTHOL�BUILDING DEPT. o � 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 �rl PRE C/O [ ] RENTAL REMARKS: P P\e �,^wnX14- Va W f('Q IiYt (,7r J'�tiK, n r�� �,�,Jr(7 JI JA &a h o' &,a"d DATE L INSPECTOR . / pF SOUIyOIo -1 1 TOWN. OFSOUTHOLD BUILDING0 6EPT. o � 631-765-1802 INSPECTI.ON [ ] .FOUNDATION 1ST/ 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 ] PRE C/O [ ] RENTAL REMARKS: 6A.e DATE INSPECTOR ` OF 50Ulyo� -TOWN OF SOUTHOLD BUILDING DEPT. I00 631-765-1802 qq-�tl ' : INSPECTION ' . . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -] NSULATION/CAULKING [ ]- FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ], FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL J' .REMARKS:- pl ati r ol c DATE '�-lg(V4 = INSPECTOR Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e:frank@frankuellendahl.com June 23, 2011 Property Owner: Julie Vasady-Kovacs 478 13" Street Brooklyn, NY 11215 Project: Dormer Addition at 5405 Pequash Ave in Cutchogue, NY PERMIT#36257 - INSULATION INSPECTION ROOF INSULATION The contactor installed closed cell foam insulation between the existing 2x6 Rafters and the new 2x6 dormer rafters in accordance with the specifications in the permit application which call for an upgrade of the existing R-17 to R-30. WALL INSULATION The contactor installed closed cell foam insulation between the existing 2x4 studs in the end gable walls of the main roof and the new 2x4 dormer walls in accordance with the specifications in the permit application which call for a R-value of R-17. The actual insulation value is R-19. I hereby state that the information provided above is true to the best of my knowledge. ! r •®� 0 F nk Uellendahl ® l� NEI Copy: Building Department SUN 2 4 2011 Owner # BLDG.DEPT. ,%' TOWN OF SOUTHOLD 4 D,e fino ns" latio�"�' asQ 317 Burmarr alv.Rlvd,Certori,NY 11933 JUL 1 9 2024 CERTIFICATE OF INSULATION BIDING DEFT. TOWN ')F SOMOI, JOB INFO: Picchione,Artie DATE OF INSTALLATION: 12/21/23. _ 5405 Pequash Ave Cutchogue,.NY.1193S 2x15 Closed"Sloped Ceilings Gable.Walls ,INSULATION TYPE, INCHES R-VALUE INSULATION:TYPE INCHES R=VALUE ❑ OPEN CELL FOAM ❑ OPEN.CELL FOAM ❑O. CLOSED CELL FOAM 5T R-;35 n �CLC&6,CEIL.FOAM 3" R-21 ❑' FIBERGLASS [j FIBERGLASS ❑ CEllUC05E n CELLULOSE 20 ExteriorWalls Exteddr�Cellar Walls:& Rim Joists ,INSULATI04TYPE INCHES R-VALUE INSULATION TYPE INCHES R=VALUE ❑ 'OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM d CLOSED CELL FOAM, 2" R-14. ❑ FIBERGLASS 3 S" R-15 [] FIBERGLASS ❑ ROCKWOOL [] ROCKwobL p FIRE CAULKED'TQ CODE DATE OF,INSULATION`, 12/21/23. '❑ FIRE BLOCKED TO-CODE DATE'OF"iNSTALATION: :N/A. p AIRS EAL SUBSTATE TO CODE DATE•OF.INSTALATION: 1J21/23 ❑ IGNITIdN BARRIER.TO-CODE DATE OF INSTALATION: N/A, ❑ THERMAL.BARRIERTOCODE DATE OFINSTALATI.ON: N/A- .1 Tammy:"Mazzara 'certify that the residence referenced above was insulated Ts per.signed proposal"by builder./homeowner,:and the instillation was�conducted in conformance.to applicable code5 and:standard's and regulations. AUTHORIZED SIGNATURE 1: �1 0 • • 1 1 • 11 lie sv _MLll�...'_ . ..0 i STATE ENERGY CODE WT'Ari 1 e "WWm i �. r8 RIM ► / `��.� � Lo in, in ADDITIONAL coRaFs PW1l / 11 • I_� �J _� I Mil in' r1Q�f�% 1*[�.� - ,""ri�� 'r�.'�.i��►rr,. - o - a _ _. l I� TOWN OF SO, Ir -. BUILDING PERMIT APPLICATION CHECKLIST f BUILDING DE NT Do you have or need the following,before applying? TOWN HALL, MAR ,1 2011 Board of Health Lull r_• ;r, SOUTHOLD, I 4 sets of Building Plans ^ TEL: (631)765 8 2 - - Planning Board approval 6 L'JG.C~ FAX: (631) 765 5 2 `T010':?F G, O+a7 _ Survey. SoutholdTown. o ork.nef PERII�IT NO. Check __.._".. +_ Septic Form N.Y.S,D.E.C. Trustees Flood Permit Examined 5ki,20 Storm-Water Assessment Form Contact: Approved Mail to:. . Disapproved a/c _qy�Lv1 f C L(Q k 106, h L Phone:" U�a 24 Expiration 20 �-- Building Inspector •APPLICATION FOR BUILDING PERMIT. Date 0 QGR "K ,20_d_ INSTRUCTIONS: a.This application MUST be completely filleddn 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"aftec the date'of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may•authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new,permit shall be required. APPLICATION IS HEREBY MADE to the.Building Department for the issuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with,all,applicable laws,ordinances;building code,housing code,and regulations,and,to,admit authorized inspectors on premises and in building for necessary inspections. , (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer, general contractor,electrician;plumber of builder Name of owner of premises (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. C .'-/WOR E Ze ,�L( Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work,will be done: House Number Street . , t Hamlet County Tax Map No. 1000 Section'.` "0 Block 04 Lot Subdivision Filed Map No. Lot 2. State existing use and.occupancy of premises and intended use and occupancy;of proposed construction:, = a. Existing.use and.occupancy 5 UC . b. Intended use and occupancy 3. Nature of work.(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 1014JO G(J IZEI�C L C- a�C (Description) 4. Estimated;Cost '� �� O� Fee ©!7 (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of-cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 2f3c Rear 26, Depth 'f Height V Number of Stories I _ Dimensions of same structure with alterations or additions: Front 2a�5 Rear Depth Height '' �- � - `-`Y ' -- Number of Stories / 8. Dimensions of entire_ new construction:Front Rear Depth Height Number of Stories ^ °` 9. Size of lot: Fronts r Rear- , f Depth ��.�-' 10.Date of Purchase Name'of Former`Owner. 11.Zone or use district'iri which premises are.situated. 12.Does.proposed construction violate.any zoning law, ordinance or regulation?'YES. NO. ` �. 13.Will-lot.be;re=graded?;YES ; , NO�/ Will excess fill be removed,from premises?YES NO, 14.Names of Owner of premises SDI cr�� -/-ZO.Address 0tw41� • •1121 . Phone No.,7WP9�6 cf47 3? Name of ArchitectO4il-I Ll�l� Address. 8. r,D7`ll1hone.No ,/tea"l 4 c/"�2¢ Name Hof Contractor' Address hone No:'0a 1�`44Z�L 12� 15 a. Is this properry`witliiri 100 feet of a`tidal wetland or a`freshwater wetland?'*YES NO *IF YES,'SObTHOLD'TO"TRUSTEES'&D.E:C:PERMIT_S MAY BE QUIRED. 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 ,V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF`= „ F'Gl lre k Z_Ae11 //1 dq1 i'l being'duly sworn,deposes'and says'that(s)he'is the'applicant (Name of individual signing contract)above named, (S)He is the P-Cl (Contractor,Agent,Corporate Officer,-etc.) of said owner or owners,and is duly authorized to perform or have performed the saio work and to make,and file.this application; that all statements contained in this application are true to the best of his knowledge d be and that the•work will be Ian- performed in the manner set forth in the application filed therewith. Sworn to before me this AVM - day of �j-k,221'64- -20- ��c ► " r r ,z OTH r, Notary Public NOWry Public State of New York No.ON6190696'r . Sig;5t&6 of Applicant Qualified-in Suffolk Count; - Commission Expires July 2S-?n_11— f o��OF SO(/j�o Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(631)765- 5 2 P.O.Box 1179 Q roger.richert aC I own.south�oQd.ny.us • �O Southold,NY 11971-0959 O C4UNtY BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �- r� Date: LL / _ 0 Company Name: PL „, C AS- _ -6T- Name: ` oki Tli License No.: Address: t ev��zt S �� SO)+�-r da`ra Phone No.: _ JOBSITE INFORMATION: (*Indicates required information) *Name: Kls kr/kc5 *Address: a� ft-Q v.4 S14 tO 6��r *Cross Street: /q"�h,v 2 p *Phone No.: 1.3 Y- 9 a( Permit No.: ,f3 (� +- 3 6 291 Tax Map District: 1000 Section: . Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) -- -- --- - - —.. Cu -- (Please Circle All That Apply) Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: ES iNO 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 82-Request for Inspection Form C),o if 1) `�:.�r BUILDING DEPARTMENT-Electrical Inspector '' ►� �a TOWN OF SOUTHOLD F; Town Hall Annex- 54375 Main Road PO Box 1179 Southold, New York 11971-0959 $1#a s` Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov seandl'c�southoldtownn rLgov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: y z tCCA C— Name: �> License No.: N 6 _ct email: Address: - Z." t r & / 2. Phone No.: -7 7 V 3/q Z JOB SITE INFORMATION (All Information Required) Name: Address: I���z,, !�V c, C cA�0 Cross Street: p ZJQ C�� Phone No.: Bldg.Permitt --b 6 ZS-3 email: Tax Map District: 1000 Section: 0 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) fr Circle All That Apply: Is job ready for inspection?: YES / O 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 Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIO `4 GIP -R-e- V't CA ( 01;�L(o'S Request for Inspection Form.xls r � - j rm G� r^ ,ate 104 U FVt r �gUFFat/( ";� r'��(� 1..4'f 4iJ �, 111CD1`�G DEPARTMENT- Electrical Inspector C� F TOWN OF SOUTHOLD H z NOV 2 �"RTn Hall`Annex - 54375 Main Road - PO Box 1179 o ^' '' Southold, New York 11971-0959 y9y Off• Telephone (631) 765-1802 - FAX (631) 765-9502 a t, . ,;.,; rogerra-southoldtownnv.gov - seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: (?e�`ctr �-�mac. c,c�' --T ,W C. Electrician's Name: 4 or-c -t-) Q-\.v LCC t eD License No.: to F_- 't 0S(, 4 Elec. email: (� e ��� .�t G0-1 Gwic �( ,GO Elec. Phone No &o ) 0 'J q- �2•o ❑I request an email copy of Certificate of Compliance Elec. Address.: 3 Lk 8 S-r Q ear ��w`L I �'( 2 JOB SITE INFORMATION (All Information Required) Name: V(e ✓1 e S 1 Address: DS` we Cross Street: S.® eV-, d Cgo,0 5 Phone No.: &3 ( 7 2 Y.-k .2,6 Bldg.Permit#: 'f'q-1 email: tCC [Cxfe® 7 ,C Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ffNO D Rough In Final Do you need a Temp Certificate?: D YES, NO Issued On Temp Information: (All information required) Service SizeD1 Ph D3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect ElUnderground DOverhead # Underground Laterals 1 F12 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �" 4zt)�) 0(-0C9q� / � �h `BUILDI'NG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cm z NOV2 0 T�Wm Hall Annex - 54375 Main Road - PO Box 1179 York,1 19715Nw Southold, e 't•I� 0�. _ .,Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(-southoldtownny-gov - seand(ED-southoldtownny.govK' APPLICATION FOR ELECTRICAL.INSPECTION ` s ELECTRICIAN INFORMATION (All Information Required) Date: '2 a-�j Company Name: ear- �� �G �c.c�' �'�.► C_ Electrician's Name: (,cA- QL�v Lcc.i eD License No.: `t 4 Elec. email: C zra rk-, ` 'eC4a ,C-0-1 9) GwtCIL( .GO Elec. Phone No 1 216 ❑I request an email copy of Certificate of Compliance Elec. Address.: 3L{ W l S'f Q) ee-.r VC,—V- ( l -2- JOB SITE INFORMATION (All Information Required) Name: : 1�e- �3 e S 1 Address: 2 26�,L>jk_% �,- ki)e Cross Street: S o ` e w-J (,P.Or,,S Phone No.: &3 L 77 Y-,k 2,6 Bldg.Permit#: �� email uCc l�rr�►•r�® <.(,Q' Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?:. ❑ YES �1O ®Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES R"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 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address: i Switches 1 �� r Outlets ' GFI's I Z Surface 1 57 Sconces H H's UC Lts Fans y Fridge�� HW I I 1 1 W/D /G Exhaust � Oven in� a-\2 I Mini Smokes �I � DW arbon 1 ro/k,,--,,, Generator =ombo Cooktop Transfer aC I AH 1 Hood SSemrvice penal: ��. ��0 1 :omments _ � d e P � e � i� A - i Town of Southold � I to i Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERiY LOCATION: S CTM* THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A !�! rODQ &V Q¢ �� STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN sic eon ado c —Lot CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW PORK. f l SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a What is the Total Area of the Project Parcels? Will this(include Total Area of all Parcels located within , Project Retain AN Storm-Water Run-OF ' the Scope of Work for Proposed Construction) e -F-90 Generated by a Two(2")Inch Rainfall on Site? (&F.rAcres) (This item will Include all runoff created by site b. What is the Total Area of Land Clearing clearing and/or construction tion activities as well as ail and/or Ground Disturbance for the proposed CJ� Site Improvements and the permanent Creation of j construction activity? (S.F./Acres) impervious surfaces.) I PROVIDE BRIEF PROJECP DESCRIMON MMVW8AdhAratakraM as nrs.atai 2 Does the Site Plan and/or Survey Show All Proposed , Drainage Structures Indicating Size&lactation?This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. ��ee 3 Does the Site Plan of practices iSurveyces that describe the erosion and sediment control practices that will be used in control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. cT 4 Will this Project Require any rand Filling,Grading or / I Excavation where there is a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards v of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities it Encompassing an Area in Excess of Five Thousand(5,000 S.F.)Square Feet of Ground Surface? a _/ {{I 6 Is there a Natural Water Course Running through the E Site? Is this Project within the Trustees jurlsdiclion general DEC SWPPPReciulrwmnb., or within One Hundred 0W)feet of a Weiland or SubMISObn of a SWPPP Is requbed for eA Construction activittes involving w Beach? repre of one(1)or more acres; including disturbances of less then a acre that T Will there be Site preparation on Existing Geode Slopes art of a larger common plan that wili ultimately disturb one or more acres of land; NwhichO Exceed Fifteen preparation feet of Vertical Rise to Including Construction activities involving sole disturbances of less than one(1)acre where One Hundred Fifteen of Horizontal Distance? a the DEC has determined that a SPDES pemdt is required for storm water discharges. I- (SWPPP's Shall meet the Minimum Requirements of the SPDES general permit g W)Ii Driveways,Parking Areas or other Impervious for Storm water Discharges from Construction activity_Permit No.GP-0-10-01.) Surfaces be Sloped to Direct Storm-Water Run-Off 1/1.Tire SWPPP shall be prepared prior to the submittal of the NOI.The N01 shall be into and/or in the direction of a Town tight-of way"? submited to the Department prior to the commencement mnencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 No this Project Require the Placement of Material, required•post-construction storm water management practices that will be used arulla Removal of Vegetation and/or the Construction of any V constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town RlgMof--Way,or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?pins ham identify potential sources of pollution which may reasonably be expected to affect the non might the bhshudlon of bd� ) El quality of storm water discharges. NOTE: if Any Answer to Questions one through Nine to Answered with a Check Mark 3.All SWPPPa tiret require the post-cohsWction storm water management practice in a Bar and the emnstrradion aite disturbance is bebvean S 000 S.F.&1 Acre in aria, component shall be prepared by a quelitlad Destgn Professional I-lom sed In New York a Storm-Waten grading,Drainage&Erosion control Plan is Roquked by the Town of that Is knowledgeable In the principles and practices of Storm Water Managorart. Southold and Must be submitted for Review Prior to InumWe cf Any Building Permit. (No7E: A geed/shark(.)')anNcrAnswa foreeh9h Question is Ftequikad nor a Campiare appUcariae) - STA-17E OF NEW YORK, � COUNTY OF.»....L� Z,D._. ...... That z,.»: Lr�; being drily sworn,deposes and says that he/she is the (Name of Individual [iiiahmer� applicant for permit, And that he/she is the ...x4C4 ���C� .......»......»................................... A9�t.CoporeteOfRoer,era) ....»..........»...................... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewi . Sworn to before me this; .........I......1. . ..........da of............................................a-� .2011 NotaryPublic: ..... .t............... ...............................................». ............ *(8w;atwe ...................................... Vl f Applicant) FORM - 06110 1101ani flublic,State of New York No.01 T06190696 Qd3liNd in Suffolk County j Corp. ryr)irgc Ally 28,201 k ' 1 I Z 65'OSIOQ'i�q%) Town of SoutholdErosion, Sedimentation A Storm Water Run-off ASSESSMENT FORM PROPERT1r LOCAMON: =T.KX THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A we IIO OB STORi -WATERp GRADING.DRAINAGE AND EROSION CONTROL PLAN +mac" c" —Ut CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW PORK. i i SCOPE OF WORK - PROPOSED CONSTRUCTION Yr M# / WORK ASSESSMENT_ Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain Al Storm-Water Run-Off (Include Total Area of all Parcels located within the Scapa of Work for Proposed Construction) Generated by a Two(2')Inch Rainfall on Site? `t tSR,�) (This gem will include all run-off created by site j b. What is the Total Area of Land Clearing clearing and/or construction activities as well as al ; Vn and/or Ground Disturbance for the proposed SI= Site Improvements and the permanent creation of i construction activity? (s-F-ram) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION tPr wAm-n dpom-Nadal) 2 Does the Site Plan and/or Survey Show All P Drainage Structures indicating Size&Location?n7 This Thls Item shall include all Proposed Grade Changes and 2r2V17 j,Ve0 OF VO4eA1(t-1 . Slopes Controlling Surface Water Flow. 3 aanndwsed ment control practices that wildbe used town f control site erosion and storm water discharges. This LfJ2:QJt,;?6-Zd!5 /fAf item must be maintained throughout the Entire Construction Period. v" 4 Will this Project Require any Land Filling,Grading or l Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material withhin any Parcel? r 5 Will this Application Require Land Disturbing Actfuitles /► I Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the 6 Site? Is this Project within the Trustees Jurisdiction General DEC SWPPP Requirements: or within One Hundred(100)feet of a Weiland or Ii Submission of a SWPPP is required for all Construction activities involving sal Beath? disturbances of one(1)or more acres; including disturbances of less then one we that T WIII there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately distrab one or more saes of land; Will t Exceed Fifteen preparation feet of Vertical Rise t0 Including Consinniion activitles involving salt disturbances of Tess than one(1)acre where whiOne Hundred(Fifte of Horizontal Distance? a the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall most the Minimum Requirements of the SPDES Gu mual Permit 8 Will Driveways,Parking Areas or other Impervious /r for stomp water Discharges faun Construction activity-Permit No.GP-0 04101.) Surfaces be Sloped to Direct Storm Water Run-Off a 1.The SWPPP shall be prepared prior to the submittal of the NOT.The NOl shag be into and/or in the direction of a Town tight-of-vay? submitted to the l apartment pdor to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control pracdees and where 9 Will this Project Require the Placement of Material, required,po -construction storm water management practices that will be used andror Removal of Vegetation and/or the Construction of any V constructed to reduce the pollutants in storm water discharges and to aswro Item Within the Town Right-0f-Way,or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shelf identify poterdlal sources of pollution which may reasonably be expected to affect the Area?(This rem will NOTindw&an trrstsuom cf Ddwa.W Apwm) quality of storm water discharges. E: tfArw Answer to Box and the eorrsuucQue Question Ono thr u la between Nine is Anzwored 5 anti Ace ten Mark 3.All SWPPPs that require the post�srstrudion storm water management practice in a component shell be prepared by a qualif ed Design Professional Licensed In NewYork a 8t0nu4 lhW,Gmdlna Dra)nvae 3 Erosion control Plan to Required by Ow Town of that Is knowledgeable In the principles and practices of Storm Water Management. Southold and bust be submitted for Review Prior to isauunce of Airy Building Permit (NOTE A Cho*Mwk(J)andlcrAmmrfor cam QueomisReph7edforecomptowApobow) STATE OF NEW YOM COUNTY OF.':5V &'Y '/ .../....SS 1liat I,.. l!� ��11e 4%..�v!`_....being duly sworn,deposes and says that he/she is the applicant for Permit, .. ....... ....... .. . (Name ofin&WuaiakJ ngDoccument) And that he/she is the ....A............... �`c' ................................................... ........................................................... ..I...... (owner.CautranXor.Agnint,Corporate 011faer,eta) Owner and/or representative of the Owner or Owners,and is drily 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 vdfl be performed in the manner set forth in the application filed herewi . Swom to before me this; ...............� Vie: .........da of...�,Qf;r�-�..::1............. 20-0 NotaryPublic: ... ............................................. ........... ....................................... . ... VIrKI TnTI4 (sisnanaaotAppn�1) FORM - 06/70 o ary u fc,State o eW York . No.01T06190696 Qualiified in Suffolk County Commissicl-1 Expires Judy 28,201 — Southold Town Building Department gUfFOt��oG. P.O.Box 1179 Permit#: 36257 y 54375 Main Road og Southold,New York 11971 Permit Date: 3/22/2011 (631)765-1802 Expiration Date: 9/21/2012 Parcel ID: 110.4-8 BUILDING PERMIT RENEWAL LETTER. Dated: 7/30/2013 Applicant: JULIE VASADY-KOVACS - Location: 5405 PEQUASH AVENUE, CUTCHOGUE Work Description: ADDITION/ALTERATION ALTER-BASEMENT&DORMER ADDITION&PORCH WINDOWS AT AN EXISTING DWELLING AS APPLIED FOR. A FEE OF $289.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JULIE VASADY-KOVACS Address: 478 13TH STREET BROOKLYN,NY 11215 The permit listed above has expired. Please contact our-office as soon as possible to begin the renewal. process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department \ps�FFot.!�cp P.O.Box 1179. 54375 Main Road Permit#: 36257 o' • = Southold,New York 11971 Permit Date: -3/22/2011. (631) �1 765,1802 Parcel.ID: 110.-4-8 Expiration Date: 9/21/2012 BUILDING PERMIT RENEWAL LETTER FINAL- NOTICE Dated: 10/24/2013 Applicant: JULIE VASADY-KOVACS Location: 5405 PEQUASH AVENUE, CUTCHOGUE Work Description: ADDITION/ALTERATION ALTER BASEMENT&DORMER ADDITION&PORCH WINDOWS AT AN EXISTING DWELLING AS APPLIED FOR. J A FEE OF $289.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JULIE VASADY-KOVACS Address: 478 13TH STREET BROOKLYN,NY 11215-520.7 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY'NO''. 10- 1 0344 1DIST: loon SECTION: I 10 BLOCK: 4 ITAX LOT: 8 MAP OF PROPERTY TITLE No. STA- I O- 1009 SITUATE AT THE OFFSET 5.OR DIMENSIONS SHOWN HEREON. F 'FROM THE PROPERTY LINES TO THE 5TRL'CTUR 5. CuTctjO , U(�- ARE. FOR A SPECIFIC PURPOSE AND USE: ' THEREFORE THEY" ARE NOT INTENDED TO F '�-+� T�y�/ MONUMENT THE PROPERTY UNE5 OR TO GUIDE THE - TOWN OF v O U�!',! ;'' :L D ERECTION OF FENCES. ADDITIONAL STRUCTURES - OR ANY OTHER IMPROVEMENT SUFFOLK COUNT)�-NN Y LOT NUMBERS: LQ ?o a N 57045'00" E•. ..::' 1 7.5.00' m //I? PrPE FOt1rID �P�1 Y5 1 CAL UNAUTHORIZED ALTERATION OR ADDITION 70 THIS O SURVEY 15 A VIOLATION OF SEC.ION 7209 OF THE NEW I' I 38`-24 v 33'-4' IO.2Z� m W3,-O q" YORK STATE EDUCATION LAW. COPIES OF THI5 SURVEY MAP NOT BEARING THE LAND \ d 1 0'-O' ONE STORY N LOT AREA = o W ¢ SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT f ATTIC FRAME 6 2 5,750.00 SQ, ff ¢ Q _ I BE CONSIDERED TO BE A VALID TRUE COPY. Q ,- _�u : ti DWELLING o u Q_ Q � U K No.5405 k U p O GUARANTEES OR CERTIFICATIONS INDICATED HEREON I b'`as OW OQ a� 2�V Q SHALL RUN ONLY TO THE PERSON FOR WHOM THE 1 T SURVEY 15 PREPARED,AND ON HIS BEHALF TO THE TITLE o 38-1 !2" 36 5• W W 9 4 (v U' O o O I COMPANY,GOVERNMENTAL AGENCY AND LENDING IN- GHIM. - z n N I I 5TITUTION LISTED HEREON,AND TO THE ASSIGNEES OF _ THE LENDING INSTITUTION. GUARANTEES OR CERTIFI- z „ ((� Z I CATIONS ARE NOT TRANSFERABLE TO ADDITIONAL IN- 45'-/ ?rpe FOClFID I Sri ITUTION5 OR SUBSEQUENT OWNERS. GUARANTEED TO :- POST RAIL FENCE PIPE o SIGNATURE TITLE AGENCY 4�ESCROW, LLC WELLS FARGO 6ANK,N.A. +I 1 75.00' S 57045'00'.' W JULIE VASADY-KOVACS ` 10 W ' SURVEYED .:,yNOzV. 30, 2010 7 K Vi : Qs v •�s ^ 1 goo �I5LANDDv--A="D SURVEYORS PROFESSIONAL LAND 4.CITY SURVEYORS 199 LAFAYETTE DRIVE, SYOSSET. N.Y. 1 1791 PHONE: I-SGG-808-5800 FAX: 51 G-49G-1792 s GPV RECORDS OF WALTER I.BROWN,GUSTAVE A.ROUWER STO UTEND URG ROAD E ROBERT A.HAYNES DRAFTED BY:-R.A.J. 1 2-01-1 O t NO WELLS WITHIN 150 -m THERE ARE NO UNUSUAL. SITE S 1 tE DATA � 1- co APR 17 2024A 0F PROPERTY CONDITIONS (SW�4L_ S, RLU1=FS, LOT �4RE�4 : S,�f5O SQ FT O1R .2 ,4C�E5 44 SUFF0U"CO, H'EA'_`: ,SzF HOLLOWS OR SCOPES IN SCTM NO. DISTRICT: 1000 SECTION: 110 BLOCK: 4 LOT . S y > ''- -- - - - -- - EXCESS OF 15%) ON SITE z (� U 175.CC ov tx PHYSICAT Off: d '. m EX16TING 1�50. e LOT AREA �- � �.� � � Q Qi -1 ja GAL.SEPTIC TANK - 10, Z? zu l _ AMC ' ' �� \`� o� 10'-0" \ / EXISTING 8'-0"DIA X �y ca z ° _� �`'� 61 12-0 DEEP LEACNINC ( ;; �j C-a w w �.. . m I ► POOL , . > . , 4; � ILI o is 8'-0"DIA. X • �-GRAVEL = �t i 4'-0" DEEP DRIVEWAY--) I ry DRYWELL io o 11t. ttvC [l sib �' co a % z n 9 1 Site Plan S�JFFOLK COUNTY DEPARTMENT OF HEALTH SE.RVtCPS 'r SP-1 SCALE: 1"=20'-0" Based on the• ..t,.�-Sitted p information sis it has hP�n determined that this � �+ �lit Project does not requird additior-1 se facilities. disposalY cir tvater supply a � � a ,� YS •+ . CLRg Totai "xiinurli gedroors !r � _ i toy R� The-existing sanitary systech has been certified Date Office of astcVfater tlManaoement rawing Title: as acceptable by a licensed design professional. SITE PLAN This approval makes no representation on the l , Protect No. part of the Department as to integrity of the ►g `� r t Date: Drawing Scale: existing sanitary system. ; I `�i! 2/6/2024 AS NOTED MAY 2- 8 2024 ! Drawn By: Checked By: O 5"I" TENO F v�gp�� Drawin� No.P G r"0A 0 I - GENERAL NOTES DESIGN CRITERIA: PROPOSED W Q DORMER 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE 1N GROUND SNOW LOAD - 45 PSF. o Q TO THE ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. APPROVED AS NOTED BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. M Q CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH �-I j s'7 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B DATE '� B.P.# ■ MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE /� FEE: Z6L' 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36 BY t N Kovacs' LARCH STRUCTURAL GRADE 2 OR BETTER. DECAYS SLIGHT TO HEAVY i I NOTIFY T18026 81LDING AM TO 4PARTMENT AT PM FOR THE Ts RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES FOLLOWING INSPECTIONS: STAIR AND FLOOR OPENINGS POSTS AND PARALLEL I 1. FOUNDATION-TWO REQUIRED PARTITIONS, EXCEPT AS NOTES ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST FOR POURED CONCRETE CUTCHOGUE, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL I 2. ROUGH-FRAMING,PLUMBING, FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD I Es 5405 PEQUASH AVE STRAPPING, ELECTRICAL&CAULKING 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE 3. INSULATION VERIFIED BY CONTRACTOR(S PRIOR TO START OF CONSTRUCTION AND ORDI OF MATERIALS. THIS WINDBORNE 4. FINAL-CONSTRUCTION &ELECTRICAL o FOUNDATION HAS BEEN D�,, IGNED FOR A SOIL I MUST BE COMPLETE FOR C.O. ARCHITECT BEARING CAPACITY Of TWO � TSF AND GRADES DEBRIS PROTECTION SCHEDULE I I ALL CONSTRUCTION SHALL MEET THE FRANK UELLENDAHL LESS THAN 5%. CONTRACR SHALL VERIFY THAT 10 15 je(J����� REQUIREMENTS OF THE CODES OF NEW m 123 CENTRAL AVENUE THESE CONDITIONS ARE MET. ALL FILL BENEATH SIDE YAR SIDEAYMD YORK STATE. NOT RESPONSIBLE FOR P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS I I U�IBING UVASTE GREENPORT, NY 11944 RELATIVE DENSITY. OF MIN 7 16 INCH WITH 2-1/2 6 WD SCREWS, &.VYq ER LINES NEED DESIGN OR CONSTRUCTION ERRORS. TEL: 631-477 8624 SPACING: 12 INCHES, ARE TO TO COVER STING BEFORE C0V 7. ALL HEADERS 6.0 fT IN LENGTH AND OVER TO BE DECK SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER THE GLAZED OPENINGS Of THE PROPOSED WINDOWS MBER ERTIFICkf OWNER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE I DORMER ADDITION MINIMUM OF 2-2z8 OR AS SHOWN ON DRAWING. ADC LATENT BEFO JULIE VASADY-KOVACS 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE 'FICA OF OE ANCY OKL 1, N STREET PENETRATIONS � � BROOKLYN, NY 11215 DE D IN WA TER 18-496-8937 9. PROVIDE FLASHING AT ALL ROOF BREAKS, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES YS STEM CANNOT ELECTRICAL �dq CHIMNEYS SKYLIGHTS EXTERIOR DOORS, WINDOWS WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES AS PER PLAN, o \�R •U AND DEC{�S ETC.. EEQ-2/ 0 OF 1/o LEALINSPECTI®IV REQUIRED GLASS TO BE HIGH PERFORMANCE LOW-E4 GLASS 10. DO NOT SCALE DRAWINGS. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 1 RETAIN STORM WATER RUNOFF WINDOW DOOR HARDWARE: CLASSIC SERIES 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- PURSI°a��!T TO CHAPTER 236 ENGINEER ARE NOT RESPONSIBLE FOR THE FINISH: TONE _ _ INSPECTION SUPERVISION OR ADMINISTRATION OF T Mark Size Description Quantity ® OF THE i OtldN CODE. 0 THIS CONSTRUCTION PRbJECT. FEDERAL, STATE OCC I-A CY OR AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE A AR321 AWNING WINDOW, mulled, DORMER 1 UNLAWFUL LAW F U k RESPONSIBILITY OF THE CONTRACTOR. B WDH21042 DOUBLE-HUNG. PORCH 7 z SITE PLAN ` C G44 GLIDING WINDOW, BASEMENT 4 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO D AX281 AWNING WINDOW, BASEMENT 1 w M �VIT OUT CERTIFICAT SCTM# = 1000-110-04-08 - Z FACILITATE CONSTRUCTION AND SHALL NOT BE r o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND TOWN OF SOUTHOLD OWNER. OF CC PANG SUFFOLK COUNTY, NEW YORK I -1 13. THIS STRUCTURE HAS BEEN DESIGNED IN _ 3 ACCORDANCE WITH THE NEW YORK STATE ENERGY PEQUASH AVENUE W CONSERVATION CODE. 14. ARCHITECT TO BE NOTIFIED IN WRITING of ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. ALTERATIONS TO THE EXISTING 2BR COTTAGE: U 15. DESIGNED AND SPECIFIEDNIBY MECHANICAL COMPONENTS To BE PROPOSED DORMER IN THE EXISTING CATHEDRAL CEILING OF THE LIVING ROOM N 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND TO IMPROVE NATURAL LIGHT CONDITION INSURANCE NECESSARY TO PROTECT THE ENGINEER EXISTING WINDOWS IN ENCLOSED PORCH TO BE REPLACED �� o AND OWNER. ' �o 17. Do NOT BACKfILL AGAINST FOUNDATION WALLS PROPOSED EGRESS WINDOWS IN EXT G BASEMENT FOR USE AS RECREATIONAL DATE: 03/14/20111 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE ROOM WITH PROPOSED BATHROOM SCALE: N.T.S. A-1 TITLE SHEET - DESIGN CRITERIA - SITE PLAN Y TITLE SHEET A-2 BASEMENT PLAN A-3 EXISTING 1ST FLOOR PLAN BUILDING PERMIT APPLICATION SITE PLAN A-4 DORMER PLAN AND SECTION DWG. NAME A-5 WEST AND SOUTH ELEVATIONS MARCH 14, 2011 o A-1 FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 DWG. NO NEW WALL PROPOSED DORMER 12'-11" 4 1 2" 7'-4" 4 1 2" 5'-2 1/2" 4'-0" 2'-5 1/2" 10'-2 1/2" Q TO THE J WINDOW WELL WINDOW WELL FOR EGRESS AND FOR EGRESS AND NATURAL LIGHT D❑ NATURAL LIGHT ■ AX281 N KOVACS 4'-O" J © RESIDENCE © ELT. PANEL G44 WELL G44 _ 4 RISES CUTCHOGUE, NY 8"X8" 5405 PEQUASH AVE KD° 1 o N W > 36"X78" �, 1 � ARCHITECT o — -J � o FRANK UELLENDAHL m 123 CENTRAL AVENUE o P.O.BOX 316 BATHROOM GRTEL: 631 NY 18624 TEL: 631-477 8624 W 3-8" � EXT'G 6X6 GIRDER OWNER — — — — — — — — — — — — — — — — — — — — — — JUDE VASADY-KOVACS - - - - — — — � —- - - - - - - - - - - - - - - - 0 - - - - - - - - - 0 - - - - - - - - - 47813THSTREET BROOKLYN, NY 11215 TEL:- 718-496-8937 — — I I N RECREATION ROOM I L,ELF co CEILING HEIGHT: 7 —5 1/2 i I � co _ . EXT'G 6X6 GIRDER - - _ _ _ _ _ _ _ _ - - - TERRACE ABOVE ' — — — — - - - - ° — — — — — — - - — — — — — — — — — — — — — — — — — — — — I � Z 0 I � ai a UTILITY ROOM 1CD I m UP �TTT�TTT all '- IIIIIIII © O © IIIIIIII �� o G44 G44 1 1 1 1 1 1 1 I -,g — — -j-- -L -L -L J- � 4; DATE: 03/14/2011 � SCALE: 1/4" = 1'-0" WINDOW WELL WINDOW WELL 3 FOR EGRESS AND FOR EGRESS AND Y NATURAL LIGHT NATURAL LIGHT BASEMENT PLAN O fn �� DWG. NAME �8"'1' 3'-0 1/2" J 4'-0" 20'-9 1/2" J 4'-0" J 3'-2 3/4" J 8", 9'-0" J A-2 36'-5" - - BASEMENT PLAN "° SCALE: 1/4"=1'-0" j• PROPOSED W O DORMER o Q TO THE >- y J X� W Ze ■W N KOVACS 10 RESIDENCE L_ CUTCHOGUE, NY I 5405 PEQUASH AVE I INN 0 BEDROOM BATH BEDROOM I DINING RM. Y ARCHITECT I i g FRANK UELLENDAHL I I m 123 CENTRAL AVENUE GREENPORT, NY 11944 TEL: 631-477 8624 � I w OWNER o JULIE VASADY-KOVACS 478 13TH STREET BROOKLYN, NY 11215 3 TEL: 718-496-8937 Y I � � N I WI E,C cy� =a (2) 2X6 COLLAR DN 00 i r t ENCLOSED LIVING ROOM 0 0 KITCHEN DECK o PORCH CATHEDRAL CEILING a ALL WINDOWS I s TO BE REPLACED 00 a o - - - - - - - - - - - -_ - - - - REF. CV - - - - - - - - - - - - - - m o❑m (2) 2X6 COLLAR TIE- I FD o I I I o L _ J © I o WDH2O42-4 rl z DATE: 03/14/2011 SCALE: 1/4" = 1'-0° 3¢ EXISTING 1ST FLOOR PLAN O N _ DWG. NAME FLOOR PLAN ©� DWG. NO A-3 SCALE: 1/4"=1'4 • �• PROPOSED 1.75°X5.5" LVL RIDGE BEAM 2-11/16"X9.5"PSL RIDGE BEAM m O DORMER i CLOSED CELL FOAM INSULATION o Q TO THE MATCH EXISTING ROOF PITCH SOLIDLY FILLED BETWEEN RAFTERS AND DORMER WALLS 2X4 STUD 2X4 COLLAR TIE EACH RAFTER 12 i (2) 2X6 RAFTER "7 — — — — — — — — — — — — — — — — — — — — — — — — — i (2) 5.5" LVL i 6-0' ,, � 2X4 DORMER WALL 4X4 POST KOVACS "7'-4° (2) 2X6 COLLAR TIE RESIDENCE ELEVATION SECTION CUTCHOGUE, NY PORCH LIVING ROOM 5405 PEQUASH AVE z ROOF - DORMERS ARCHITECT 0 CONT. RIDGE VENT FRANK UELLENDAHL ROOF SHINGLES (TO MATCH EXISTING) ON WEATHERWATCH i o 123 CENTRAL AVENUE IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D I GREENPORT, NY 11944 FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION TEL 631-477 8624 5/8" CDX PLYWOOD SHEATHING EXT'G 2X6 R.R. @ 24" O.C. 2X6 ROOF RAFTERS @ 16" O.C. SOLIDLY FILLED WITH OWNER CLOSED CELL FOAM INSULATION (ICYNENE) ON BAFFLES JULIE VASADY-KOVACS FOR PROPER VENTING STORAG LOFT z 478 13TH STREET 1/2' GWB WALLS AND CEILING BROOKLYN, NY 11215 I 3 TEL: 7 FED .q c NOTE: o l E ENTIRE LIVING ROOM CEILING TO BE RE-INSULATED WITH I p= CLOSED CELL FOAM INSULATION TO UPGRADE INSULATION VALUE FROM CURRENTLY " R-17 TO R-30. 04 POST DORMER WALL INSULATION VALUE: R-17 EXT'G 2X6 R.R. @ 24" O.C. 1 LIVING ROOM I N `I U; T CATHEDRAL CEILING 1 3 0 2 2X6 RAFTER co N C.7 0 N O --r-r - - E!:5 �� _ s 1NO 3 : s�� s X I I I I I ��F� EXISTING I ° I PORCH ROOF Q �175 X�5 LVL rRIDGEEAM J. U I I = I o I N DATE: 03/14/2011 �L - SCALE: 1/4° = 1'-0° N I y (2) 2X6 RAFTER - ----r 3 DORMER PLAN / Y i y EXT'G 2X6 R.R. @ 24° O.C. & SECTION DWG, NAME 0 o A-4 FRAMING PLAN ❑❑ SCALE: 1/4"44' `J• PROPOSED W DORMER Q TO THE ____-----------____ _ �..I _ U ■ - - - - - - _ _- - ��� - = KOVACS RESIDENCE - --- 13 CUTCHOGUE, NY ® ® g 5405 PEQUASH AVE I LL I� FF --- _ W z 0 z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O,BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 W WEST ELEVATION OWNER J JULI - 478 13TH STREET BROOKLYN, NY 11215 3 TEL: 718-496-8937 pR 4 L--P� I Ln I H--H I � g II U m I oW� t� --- ---- --------- N Z � 0 I I I IN E W DATE: 03/14/2011 SCALE: 3/16° = 1'-0' I I Y SOUTH ELEVATION WINDOW WELL: RAILROAD TIES I I I I �' o WEST ELEVATION I I 6° GRAVEL FOR DRAINAGE ��------- ------------------------------=------��______��_� ZE DWG. NAME SOUTH ELEVATION cD A-5A ®� DWG. NO Generated'by REScheckWi9b S.oftWare 4, C:om:pliance: Certificate Project 5405: Pequ.ash Ave Energy Code: 2018 1KC Location: Cutchogu% New York Construction.Type: Single-family Project Type: Alteration Gimate Zone: 4 (5572 HDD). PerOkDatp: Permit Number: Construction Sites Owner/Agent; Designer/Contractor: 54405 Pequash Ave Martin Passante Cutchogue,,NY Martin A Passante Architect ].78 Bayvlew Ave Northport,ny•11768 6AU71114 martypi§jmparchitects.com !Co-mpliance; Passes using prescriptive requi�remients,fbr atteration projects sla"n,-grade tradeoffs'are no ionger.considered in the UA,or pgj'arnzanee'cam0Hance pato in RES;oeegk.Each slab-on-grade` assembly in°fhe specified climate zone must meettiie minimum energy.,code;insulation R-vaiue:and depth requirements: � EE Gross 101 cont. .♦ •f or l t UA Perimeter 'Wail-Solid.Concrete:or Masonry, 1,104 140`' "' 1Q 0:074 0.098. SZ, 108. Window.Vinyt Frame :60 0:250 0.320 15 19 SHGC-015 Door:Glass boor(over 900/0 glazing) 36 0.250 0:320 9 12 SHGC:0.25 Compliance StaWhient. The proposed.buiiding:06!sign;describeci tie a is cansisteht.vvith the building plans;,specifications,and other calculations submitted with the permit.application:Theproposed'ti Iding-has.been designed to meet;the 2018.IECC.requ cements irr. REScheck VersIow:,REScheck-Web'and to comply with.the:mand ry recjuiremeri.tsflsted in the REScheck'tnspecdon Checklist: Name:-Title Signature ptoject''1'itle:5405 N0 ash'Ave. ;Report.date; .09/17./24 Data filenarne: _ Page Iof S RESchied, �Software Version : :RESc heck-Web Inspecti-on Checklist 'Energy Code-.'.201,81ECC ROulrernents:,610%were,addressed directly,in the-REScheck r:soft6re. Textiti-the"Coinrrii4nts/Assumotions'I columMs4provided by the user in:tk,RtSthiack Roquiremerits.scteeh, t.or each requirement,the user certifies that a co&requirement will bemet and:howthat isdocumented,or thaUan exception 1s:beirig,dalmed.,Where,compliance:is itemized in a separatetable,,6 reference to that table is provided... A V 'A U t 103.1, ':itbnstruciion drawings and [],tom Piles 103.2 doCUMP ntatidn demdnsttate Oboes Not [OR'111 energy code,complianc 0Not Observable f building envelope.Thermal 'envelope represented on 0Not Applicable gonstruction,documents. 103.1, '011? '413complies equireme �illfl be met. I 1tonsiruction.drawfrigs :Requirement 103.2., documentation,demonstrate ',P-ljpoes�Not 403.7 energy code-corhollance or oNotobservable (0113]1, P'ghtlqgand mechanical'niical:sykerns.,""",;'� systems serving multiple Ovypl!ing pnitp rnus��demonstrate. !compliance with 6e IECC 1,Cbmmercial-Provisions. Heating and cooling equipment Is H'eafin4.,. i. Heating: !Corpplies Requirenjentwill be met. 40 -.sized per,ACCA Man6al'S based I Btu/hr Btujhr Do6s Not Dids.cak�Wated per ACCA 11 Ion)! 1 0611rig.- , Cooling: C :UNok Observable 1 Manual I or�bther methods 'ttuft gtu/hr appro ![NotAppllcable vid by�the- 646 official. Additional Comments/Assumptions., 51-impact frier l) -- [,,',Medium Impact(Tier-2) [-J]Low Impact Project.TWO.5405:Peo0ash-Ave 'Report date: 09/-17/23 Data fliename: Page 2 of 8 ou" 4L .. ........ N J 63,,-g,�, A protective covering Is Installed to, IUComolids protectexposed exterior insulation :Elboes Not and extends a minimum of 6 in.'below.; grade. IONQt Observablei I J 117INot Applicable Snow-and ice-melting system controls ic] Complies Exception:-Requirement is not'applicable. ,...,installed. E�oes NO: 1,E]Not Observable; 11IN6t Applicable Additi6hai Condm6rits/Ass0mati6his: 111 HIgh'ImJp*'a&,(T(erl)' 1&'JMedium lm0qct-_(TI6r.2) Project Title;m5405 Peciqpsh Ave 'Repbrt-da.te: 00/1,1/23 . . Data fifena e', Page-$of 0 WWI �g ^/� r.-bi, "ie i^tn' <:4='. <i a., eSy., iTk'<">;"".:-»r,.ro'I^:5.:'•L' '.:I yam :tiX: =x7-'+^'$•'_:a znr�iLy yi: x S: '.5" ',:i'•x„< -,.I mod:' .&,,, :. rstfrif` 1RR�ili ,1ri'Cns coon ;. y�.-,:�. .,r,�9• ,..g.'�.' .�...- .. .: j��{� E: ;-Value .1!'alu ,r ;_ .,.7.E+.�+ , . •<°: {K'.,.ili � .•.Y.+ a� 3c ,:tit-�<�:,,',,'.::�,.5, ,.tf-�.,.<.�1. 402:1.14 ',Glazing U-factor.'{area-weighted I U, i U- ,[]Complies ;See the Envelope Assemblies L 402.3.1, average). C1Daes Not stable for values. ' 402.3.3. 402.5 p f UNot.Observable [FR2)1 ,DNotApplicable } f d , 3 3 ! ) f U ,, .,;an,;w. Cl 303.1,3 ; -factors,of roducts ai4;, `� '. r a5 yy; Complies (FRO are determined in accordance 5 ' d; DDoesMit 1 ;with the NFRC fest•procedure or .' '^` =F' "° ''¢F+:= <; f- °', �'' "> []Not Observable I ,taken from,tile defauit table. DNotApplicable t e- 4021.7 ;Mass wall exterior irisutatibn R i; ;:R- ,[]Complies 'See the Envelope Assembles jFRTt)]i 1value.{fi inore�than%of the ! 1 �Opoes Not ;table:forvalues. ineulattan;is an the wail interior,. 11 ;the interior insulation z }[]Not Observable l lrequirementapplles and ,DNotApplicable" 3veriftcat{on may neecl°to occur during„insulation,Inspection. . s "�' L7Com lies 303.2 Mass wei!'exterior:lnsufati6n � 3 IM-11]1 installed per manufacturers Opoes Not F P Instructions. " 2 n []Not Observable i CINotAppiicabie. 462.4AA ;Awbardir and thermal:barrier 'S�DComplies ° 1FR23]? installed per manufacturer's �� � .F °"'[]Does Not i insfructlons:. []Not Observable DNotApplicabte. 402.4.3 1 Fenestration:that is not site blilit ^ - :.. '` ^, = -'j S Dcompiies (FR20]I I is listed and labeled as meeting ,@ = "h :'r, Ddoes`Not AAMA/WDMA/CSA 101/I.S.21A440 or has:tnfiitration rates per NFRC t 3 °=K-ONot Observable ,;, ; 400 that do not'exceed code M Mot-Applicable' llimits. "3 e L , iC-rated.recessed lighting fiictures °„ DCosnplles S "'' :< a l .2j sealed at°Housing/interiorfinish "s:: e= ' ;.. C7[7oes Not and'labeled:to indicate,s2:d cfrn . r - ¢ leakage at,75'Pai DNot;Observable 1 Mot A livable 4,03.3:1 ISupply,and return ducts:in attics �: []Complies: zRequirement will be met. [FR12]1 insulated>=R-8.where duct,is ,.<, 9, �r Does loot l >=3}lnclies:in diameter and>, "..,.;;f• .. 4' DNot.Observable f R-S where'c 3 inches.Supply-and, ,return:ducts:inotherporticinsof _ «. { DNotApplicable a ,,the building insulated>=:k 114 for ',diameter>=-3 Inches and R-4.2 i for c!inches in-diameter.' 403.3.2 Ducts,air handlers and filter s " ;».;g �DComplies [fR1371 lboxes aresealed.tivtth ;,. ,;,, C3Does:tdat ` ljointkMe'ams,.compitantmith � � �� �1 °� oNot{7bservabie , lInternational Mechanicai:Code or yti ` CI ,. ; International Residentiai:Code,as < }m Not A PP livable. :. . , ',applicable.; `.g '•F�-''.x,_.>..;,,r, :'^'.a'? �,,✓ ; g `-' '"' DConipites ;Requirement will be met. �if33`3 `'"`Buiiditi cavities are=notuseti'as Fit- j ``' ducts or plenums: jp Does,Not jjNot Observable S,R DNot'ApplicaEile ; HVAC piping conveying.fluids R- s omplies 'Requirement will.be met. R DC � above.105 sF orchilied:Au{ds '[]Does"Not ., . ' l j,below 55 9,are insulated.ta e R i ;pNot Observable 1,0NotApplicable 11 High.impact'(Tier 1) `,2 5 Medium impact(Tier 2) = Low impact('t{er 3) Project Title:.5405'Pequash.Ave Report,date: 09/17/8 Data filename: Page 4 of 8 r [ ' - QO . AT feld,V66fi 1-Roug 10 Coho er s s ump fo q4 403.4.1 ,Protection ofinsplatl6n ch-HVAC omplIe5 Requirement will-be met.. FR24 Pipng. C]Does Not X, "Not Observable tr 'Not,Applicable, �A,'A Hot water pipes.are Insulated to. R- Complies t'Requirement will be met. Does Not j[31slot Observable DimoiApplicable Automatic.dt gravity'dampers are om pit' installed on all outdoor air El Does'Not intakes and:exhausts. []Not Observaole ONoi.Applicable Additional Comments/Assumptions: 11]Hlgh.lmoact(lle(l) JMq0IumJmiJ,1ct(Tl0r.2) [.J';JL6W.Impa4(T1er3) 'Project.Title:5405 Pecipaph Ave Report date: 09W ./23 Data filename: Page SO 8 A1�1:' NAH installed Ansuldtion Is labeled or the ills mpites; InstalledR-Values prbvided. EID(jes Not: 'WEINot Observable 10NOtAg 'I'table AddMahal CommentslAssumptildns: M Nigh lmpact(Tierl), 27 T-',K-edlum Inipact(TwI)' LOW,trnpact(Tier j) w9jqtt 7111:16;:5405 PecluOh Ave Report,date:,,, 0WX7/23 Data MeLNMIO:, Page 6 of. 8 ' Section 's , i'iiains'Veti=fied . =`1Fi+eld Verrfied: P R� % nat[nspet➢on provlsioes 'tllBltf V11[E: yy<C°mpies < `K rvrnimeatslAssrnpticris 402 2.4 ,Attic access hatch and door ; R- R- ;OComplies EF1311 linsulatlor aR-value of'the I C7Does Not ; ;adjacent assembly. E sONdt Observable ;(]Not Applicable, 402.4.1.2 .]Blower door test @.:50 Pa.<=5 ; ACH 50 1 ACH 50= ;!]Complies (F11712 lach:In Climate Zones 1-2,and t ;DDoes<Not i <=3 ach in Climate Zones 3=B, 8 P z ;[]Not•Observable ;. ;11Not Applicable 403.3.3 ;Ducts are.pressure tested to cfm/100 cfm/100 ,IComplies ;Exception:Requirement Is tF127]? :determine air'leakage with ; ftz•. ft? ;L7Daes Not xnot.appl€cable. ;either;Rough. Total E ,17jNot'06servaE le 14ako9e measured.with a 4 E pNotA ,pressure differentiaiof 0.1€nch. I ; pplicabi.e. ; w;g..across the system including j :the manufacturer'sa€r handier ;enclosure If€nstalled at.time of test.Aostconstruction test:Total ; !leakage measured with'a E FE pressure.differential of 0.l inch _ , 5 ! I w4;across the entire system t including-the:manufactu"rer's air, 1, Jhandler enclosure., 403,3.4 Quctt€ghtness'.test:result of c-4 ; cfm(1o0 cirnabo '111compues ;Exception:Ali ducts°and air [Fi411 'cfm[1o0:ft2 acrossthe system or ft2 ; W ;ODoes Not =handlers are'located.within. 1<=3 cfm'/106'ft2.without air, _ ;conditioned space. Handler'@'25 Pa.For rough=in 2 OIVot Observable ltests,.ver�cation may need:to I I }�NoE;Applicabie, Ioccur,.during.Framing-inspecilon. .. „.;;:.;': ;l;s; ' 403.3:2.1 aAir handler leakage designated ,. ,., ;;, a ".' -LDGampUes rRequtrerrient.w€I!be.met 1F12413 ibyriianufacturer of ;. ' a <, E] o sblot ;a, ", �, 'a'tim;'r'�, r� D e fdesign.air flow. ,. ONot Observable Clidat•Appiicable 4< Programmable thermostats Via' , F C1Camplles ;Requirement will be met: installed far control of rimary <::' '- "=` ';O ;.; primary ;'-� . �':�- Oboes,Not . MiHeating.and cooling systems and!Initially:set:by manufa_cturei-'to. s _'!� IDNot Observable ;' !code specifications, Didot:Appiicatile. ; 3` Heat pump°thermostat installed ;;' � J'' 71 OCompIles: !Exception:Requirement-is H""` j ca le. on heat pumps. � .. v ',' :1IOQoes`Nat .F not eppli b : QNotwoserGatde 0Not:A0plic6bie. Circulating serviee.hot.water• p',"''° ; OComp!€es' ;Exception:RequireinentJO systems have automatic or ODaes Not I not applicable. accessible manual.controls: ,: P. ONotyObservat le I w � y �'• 0NotApplicable . : All mechanical ventilation system oConiplies ,Exception:Requirement is. FIA2 fans'not;part<of tested and listed " :_ en> ClCtoes Not 1 not applicable.. ' HVAC equipment meet efficacy, - � `° ' F,',e� I: 3 .>' ^pNot.Observabje ' .�. ..! and airfloW limits per i'abie. :': s 'y. x R4 3 Not:Applicable :wJCSN r ,i. F.E H,ot'water boilers supplying hebt �[ompiies !Exce bone Requirement•is throw F pne-ortwq- i eheatin - PtE. inotap Ilcable. n; 9 P,p.--. . 9 pDo`es.Not Pp systems have outdoor setFiack < , c k « :. s,; Not Observable t;control°to lower boilee•i4ater ;. ; k , C7. -;`_�. a:•j,>` ' . . ON&:P !!cable' - p itemperaturebased-eroutdoor temperature. i 1' High pact der 1)' Medium:lmpact(Tier":2} 3': Cow Impact.(Tier ProjedtTntle:540!5 Requash.Ave ;RePort'date:. 09117123. DataAeri, €ne: Page'?of $ "16011 n, P, S� 'Otifido, dVet_ Vl-7 a 0 A `��tlucompiles :Exception:,Requirement Is: X r&�bqCIV Heated water circulation"Mul -water circu ation systems M_ '":0DOes'Not Indt;apollc6ble 2 g-,p have a circulation pump.The w� ONot'Observable 1141-01—re systorn,return pipe Is aAedicated return pip or a.cold water supply" L nNotAp pipe.Gravity,and thermos- plicAle syphon circulation,systems.are , not t.Controfit;fdr 14 circulating hot water tir system WON Kw­ t . 0 v W!"I pump5,startthe pump With signal WkZ k`, for hot water demand Within the .. .. 'p, 11M, occupancy X Controls 6utomat,c,,lytn off the,oump* wi %W water is In circulation IoJ .p . ........ Is at;set point temperature,and 'M no demand:for-for hot Wat&exis ts. ' s 5XM".Eleadc heat trace system Ocom6lies !-Exception:Requiremen't'is �,Ucmr­,�M compil I or UL. le. r With:IEEE 515. not'a�ppilcab ODoes' Not utomatically,Is.15-CO6 s a A hdj st the energy Inp4 t to the t ea tracing to maintain the -WAOi 0 U ..cable V� r'�-T AMdesired water temperaturejn the -1piping, ;4­0 r­§�(2 ""M ZY�,Derriand redirculatibnVatef Ocomplies j.ExceptI Exception::Requirement rement is -1 E]Dodt Not iyitems,have controls that not applicable: A a iongf#epurnp ONot Observable i'Cand,limit the'temperature,ofthe, 4 ONot;ApplicabW w6ter.entering the cold water i g to,<=104PF. Ocompmes ;9kic*ptidn:Requirement.Is rain water heat recovery units 'riot applicable. tested in accordance With CSA , V­, , El: Does Not 1355.I,Oo6blewafer,=eid6 pressure'loss of drainvater heat C re 9v QNot Applicable 4" ,q�ry units 3-psi MOM, l6dividua[Units connected ta one, m1t, or I showepi Potable water- `�ide pressure loss of dreilh Watier Water V'heaf,4 ry tover units',<Z psi for Individual.units connected to g W ,three or-more showers. 4041 90%or more of"permarient RequirementWill bo,met. [FI611 Mixtures have high efficacy lamps: 0 Dods Not ON&Observable btApplit6ble 4 ';Jt,`Nei;gas lighting systems-have LIComplies' ;Exception:-Requirement,is (F123J� no continuous Inot applicable. piliat.light. 01)6is Not bNot Observable Oqot:;kpp licable ":Compliance,Com cert posted. Complies certificate; Oboes,Not, ON&Observable 0 X NotAPOlicable Manufacturer manu als for UqP piles i Requirement will be met. mechanical and:water he6fin 9 066e�3'Not systems.have beefiprbVided [3NjptObsdrVabIe 1 Q9ot App icab a Addlilop4!,CqMments/Assumptions., 1 lHigh-Impact(Tier 1) ediunij T, ,M mokk(r ter2) t,]LoW:ImOact(Tipr.,3) Prqject'Title:5405 Pecipash AVe Report date: '09117/23 Data:filenarn6: page 8,of 8 1 Y ` ` 2018 IECC Energy V/1 Effi ien y Certificate. In4ulation gating Above4rade Wall 25.00 Below-Grade.Wall -6.00 Floor 0.00 Ceiling.[Roof 0.00 Ductwork(unconditioned spaces): Glass • Door:RatinrLl-'Factolr Window 6:25 0:25 Door O;25 0.25 Heating . Cooling Equipment Efficiency Heating System:.... Cooling System: Water Heater: . ... .. ... .. Name: Date• Comments n u 001 (2) 2 X 12 UPSET GIRDER C ? cc J O EXISTING 2" X 6" m E FLOOR JOISTS m z 8 • • ° Im TEMPORARILY SUPPORT p T o • 0 d C L FLOOR JOISTS PRIOR TO 0 `i INSTALATION OF NEW BM. g 0 Q N t B 5 M T VJ Vt E aG r � Q cZ � E _LL viaa im 1i V 0 PROVIDE SIMPSON STRONG TIE 4 F-" m Q r- PU5210 EVERY J015T o ■� t? ' w 0 m ° z � E �!it�h�n -fi- Cu > m - .. .. 3 11L DETAIL `� I ( c c ca p A-2 SCALE: NO SCALE !, 1 c>F+ o W �WX NH PROPOSED FOUND. c8 W U,W 0 OO 50CFM EXHAUST S Z z aFAN DUCTED TO PROVIDE 4 BARS 12 146'51F�LD HORRIZONTALLY EXTERIOR AS X I LL z Z a a 0 PER CODE s,, LJ O H 4'-0" I Jyv _ ao m e O '� LLWF — -- U R cme FILL HOLE W/ x / I I X� �` ow o�� NON SHRINK GROUT I � `" z—z � =z 5 apooQ~¢ EXIST. FOUND. 14'-1 1/2" I I 6 8" N 5'_0" 12,E „ =QyD0 UXzo z 2mX6 LEGEND 4 DETAIL 0 Fou ®. Jarcru I Ia�zN �la�t�r �droom - 000Z�F anO��WO.z � _ NEW GON5TRUGT I ON W W m w o w �-2 SCALE: NO SCALE I 2®X 68 % 5_6th_ 50CFM EXHAUST W n z O ul w TEE FL a>rs41 �- Zw Wo 6'-6 y '-9" F EXTERFANDLIOR AS 0 IY-1 1/2" EXIST. CONSTRUCTION �o�Wao PER CODE l3n"X6"HDR ( n'X6'Hp EXIST.CONSTRUCTION to be REMOVED I VA — TW210210 TW210210 Exisfing fd Floor Plan �-2 SCALE: 1/4"=T-0" A a 36'-4" 5'- /2" \Z 1/2" CX 135 ul I. LIGHT CALc. II'- 11'-� I/2° 3 8% OF TOTAL w.5Q.FTG. ]FF �ROOM AREA : 114 SQ FEETDE Na" TYPE 'X' G P. �„ N a O114 X.06 = 9.12 SQ.FT.ALLOW. _10.5 SQ FT. PROVIDED OVER EXI5TIN - 'VENTILATION CALL. NICAL EQUIPME AS r / •N 4% OF TOTAL W.5Q.FTG. ® PER CODE ^� ROOM AREA = 114 -,,a FEET NEW 3/4HOUR 114 X 04 =4b SQ.FT.ALLOW. 4`-10" 30 pOOR W/ 105 5Q FT.PROVIDED (3)125'X1.5"MICRO LAM HDR 12"X18" VENT Ll^ N 0 ` RELOCATE E I5T. o 0 STEEL CoLU RELOCATE EXIST. N � O4'-0" M S TEE_SCOLUMN �au>� C o- ° = PROPOSED As" METAL Q N 3TUD5 6 16" O.C. 7-14 SPRAY CLOSED CELL N 16'-8 1/2° (_\t- INSULATION l2") 'a e E a'-O` CEILING �°� �, S MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS n co X � �Ft (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) 4 _0 ^ zo iv --- - - - - -- vJ 51_011 (3)125'X15"MICRO L M HDR = USE LIVE LOAD DEAD LOAD `r REMOVE Ex15T. 2 x6 a e UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 psf � �� STEEL COLUMN N UNINHABITABLE ATTICS WITH 5TOTAGE 20 par 10 psf HABITABLE ATTICS 8 ATTICS W/ FIXED STAIRS 30 per 10 par 3140" 6l _ r � BALCONIES (EXTERIOR) AND DECKS 40 psf 10 par � I u_ Liyincl Izoom t7 FIRE ESCAPES 40 par 10 per — F GUARDS AND HANDRAILS 200 Ibs `��� 02311� ®� EOCFM EXHA U5T (OF WELL R3102 EQUAL EQUAL EQ EQ FAN DUCTED 70 GUARDS IN-FILL COMPONENTS 50 Ibs EXTERIOR A UJ��� LADDER 4 STEPS R310.2.1 PER CODE WINDOW WELLS WITH A VERTICAL DEPTH PA65ENGER VEHICLE GARAGES 50 par as per plan Project Location: r GREATER THAN 44" SHALL BE EQUIPPED WITH ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf CXWl35 PERMANENTLY AFFIXED LADDER OR STEPS CXW 3 ,: CXW135 USABLE WITH THE WINDOW IN THE FULL OPEN SLEEPING ROOMS 30 psf 10 per LIGHT CALC. ~� POSITION. RUNGS SHALL HAVE AN IN51DE WIDTH Drawing Title: 4 8% OF TOTAL I�"[.SQ.FTG. '' � OF AT LEAST 12" AND SHALL PROJECT AT LEAST p p 2 - ,� ' ROOM AREA = 124 SQ.FEET L ROOF LOADING (LIVE GROUND SNOW LOAD 40 sf 1 p sf Existing Floor Plan ���, � �n��.rill�P/�r� 124 X.08 = 9.92 5Q.FT.ALLOW 3 FROM THE WALL AND SHALL BE SPACED NOT 10 sf for TYP. 10.5 SQ.FT.PROVIDED MORE THAN 18" O.C. VERTICALLY FOR THE FULL ADJUSTMENTS A5 PER TABLE R301.5 OF THE 30 per 15 attic for �-2 SCALE: 1/4"=1'-0" ':'' ' ;: ; ' ,: HEIGHT OF THE WINDOW WELL p Project No. ... , �:,�_..;..:•.•,.�:�•.:r;. �;:...;,.fie, •. RESIDENTIAL CODE OF NEW YORK 5TAE) cath 6 -011. .. I, 4%OF TOTAL RM.SQ FTG. �, 6'-0" �. PROVIDE SMOKE CARBON MONOXIDE 6 ROOM AREA = 114 5Q.FEET Date: Drawing Scale: DETECTORS AS PER NEW YORK STATE 114 X D4 =4 SQ.FT.ALLOW. CODE O 10.5 SQ.FT.PROVIDED Drawn By: Checked By: ALL WINDOWS TO MEET NEW YORK STATE EGRESS REQUIREMENTS Drawing No. 1 au ® � of Fin. Dotes S mbols general dotes ��asemen.� � Z � NAILING SCHEDULER (REFER TO TABLER602.3(1)OFTHE2020 ELEVATION MARKER Residential Code of New York State) Z r NUMBER OF ELEVATION MARKER =' 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS t0 THE SItE JOIST DESCRIPTION �, his, hi dt�. COMMON NAILS NAIL SPACING (SHEET AND NUMBER LOCATION) PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH l �� � CA }� THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. U) ROOF & CEILING FRAMING SECTION AND DETAIL MARKER 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE � Z $ TOWN OR VILLAGE PRIOR TO STARTING WORK uj RAFTER TO TOP PLATE (TOE-NAILED) 3-106 Commoh PER RAFTER (SHEET AND NUMBER LOCATION) 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, D f DETAIL MARKER CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC.,FOR WORK Ave . York CEILING JOIST t0 TOP PLATE ITOE-NAILED) 3-Sd Common PER JOIST PERFORMED FROM AGENCIES HAVING: JURISDICTION THEREOF. D f 5 05 Pequash A�/ Cutchogue , New (SHEET AND NUMBER LOCATION) T, CEILING JOISTS TO PARALLEL RAFTER(FACE-NAILED) 6-16d Common EACH LAP � � 4. ALL WORK SHALL CONFORM TO THE NEW YORK SLATE UNIFORM FIRE � Q p � a LegendAbbrev�at�onS LL RULEDN-N.T. STATE RESIDENTIAL CODE AND ISDICTI Ox CODE AND 2CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-Sd Common EACH LAP ALL RULES AND REGULATfONS OF THE LOCAL JURISDICTION ��® a � .-.,COLLAR TIE TO RAFTER(FACE-NAILED) 3-10d Common EACH END 5. iF iN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH w Q _ SINGLE POLE SWITCH DISAGREES WITH THAT 45 INDICATED ON THESE PLANS, THE CONTRACTOR BLOCKING TO RAFTER(TOE-NAILED) 3-Sd Common EACH END SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO -� m M THiEE WAY SWITCH AG.T. ACOUSTICAL CEILING TILE: FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL Z e= e C m E AFF. ABOVE FINISH FLOOR C 'C RIM BOARD TO RAFTER(END-NAILED) 2-16d Common PER RAFTER ASSUME ALL REBPONS151LITY AND LIABILITY ARISING THEREFROM. 4 - FOUR WAY SIUiTC1-I B BLoac : �' ? a OD o WALL FRAMING BIxG BLOWING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH,NO. 2 -) �( 1 / J a W Cl-G. CEILING OR BETTER . E-1,600,000 AND fb = 825 or GREATER �- U V TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d Common 16" o.c. - DUPLEX OUTLET G.T. CERAMIC TILE sizes Fb o u us of asticit �' { 1 - - GF1 GONG. CONCRETE 2" x 4" �.f TOP PLATE AT INTERSECTIONS (FACE NAILED) 4 16d Commoe JOISTS-EACH SIDE - GROUND FAULT INTERRUPT(42"AFF) CONT. C°NTmO 1350 PSI, E 1,600,000 PSI. S E P 2 2023 C.I. coNTRMJOINT 2" x 6" 11'1Q) PSI, E 1,600000 PSi. STUD TO STUD (FACE-NAILED) 2-1(od Common 24" oz. M r)= 2" x 8" 1080 PSI, E lk00,000 PSi. - INCANDESCENT LIGHT FIXT.(AS PEROIWER D(A DIAMETER 2" x 10" 990 PSI, E Ik00,000 PSI. y- �. r• HEADER TO HEADER (FACE-NAILED) led Common I6" o.c.ALONG EDGES DM PRAWING T �T;).,,.r N'r,TIT"11'T° EL. ELEVATION 2" x i2" 900 P51 (; 1600000 PSI. 7 -1 W! a+'. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16 EXIST. EXISTING d Common PER STUD - WATER PROOF INCANDESCENT LIGHT FIXT.(AS F.P. FIREFROOF Zz BOTTOM PLATE TO FLOOR JOIST,BANDJ015T,ENDJOISTWV PER DINER) FIN. FINISWED) 1• ALL HEADERS SHALL BE (2) 2"X6" a 2"X4" WALLS E (3)2"X6" a 2"xW1 W g �~ 2-16d Comma WALLS UNLESS NOTED OTHERWISE. Sz zT0 OR BLOCKING (FACE-NAILED) PER FOOT GA GAUGE V �w0 G.C. GENERAL CONTRACTOR 6. ALL HEADERS SHALL BEAR ON 4"X4" POST 6 2"X4" WALLS OR 4"X6" Z JO - RECESSED INCANDESCENT LIGHT FIXT.(FLAT GALV. GALVANIZED POST 0 2"X6" WALLS UNLESS NOTED OTHERWISE. W� ro- FLOOR FRAMING CLG) GL GLASS 9, FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM rnZ on.Fr JOIST To SILL, GYP.BD. GYPSUM BOARD N LL` z�G. TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd Comma PER JOIST ® - CLG.MNTD.(15 CFM.MIN.)EXHAUST FAN)AS DEVICE IN COMPLIANCE WITH NEW PORK STATE BUILDING CODE. IF REQUIRED. i O o HM. HOLLOW METAL �j J y V BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END PER OWNER HP, HiGH PONT 10. ALL WINDOWS SHALL BE WHITE PERI`1A-SHIELD WITH HIGH PERFOi�'1ANCE W JT, ,JONT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED Wt �¢G BRIDGING TO JOIST (TOE-NAILED) 2-Sd Comma EACH END EX� LAY LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. O W I EXTERIOR INCANDESCENT LIGHT FIXT.(A$PER Max MAX" 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDC:ING OR U &EN0� METAL BLOCKING m INTERVALS NOT EXCEEDING EIGHT FEET. ow H BLOCKING t0 SiLL OR TOP PLATE: (TOE-NAILED) 3-16d Comma EACH BLOCK OWNER) MN, MNIN&JrT List of Drawings M.O. of MA�RYING z 12. ALL FLASHING SHALL BE ALUMINUM. ORM W LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d Comma EACH JOIST ALIC. NOT IN CONTRACT 13• ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE 400Ix -�¢ JOIST ON LEDGER To BEAM (TOE-NAILED) 3-Sd Comma PER JOIST NO. NUMBER CLIPS. W wi-QOtL o c. ON CENTER �-0(OH o A-1 - Information Sheet oPN'G OPENING 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED �d ��zOr- BAND JOIST TO JOIST (END-NAILED) 3-16d Comma PER JOIST PLATE DIMENSIONS. �IqI,.IwLi--OW�z K.PLYW, R- 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND X,ovwV)Zrn�w BAND JOIST TO SILL OR TOP PLATE (TOFF-NAILED) 2-16d Common PER FOOT A-2 - Floor Plan RAO, t�RA SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE: PROJECT a°-�MW2z ROOF SHEATHING iEa'D REQUIRED FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE Wuum WiDW'L sTL• STEEL USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT w��zC1 W� tQM. TOP OF MASONRY BY AGREEMENT IN WRITING: AND WITH APPROPRIATE COMPENSATION TO THE �pp�wo m� STRUCTURAL PANELS (SEE S1aEARWALL ISOMETRIC DETAIL) .cLG. D CEILING T.O.S. TOP OF STEEL ARCHITECT. INTERIOR ZONE: ad Comma 12�� oc. TYP TYPICAL 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED PERIMETER ZONE ad Comma fo" oz. UN.O. UNLESS NOTED OTHERWISE AND/OR NEW WOR1G ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED V.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR To GABLE WALL EDGE ZONE Sd Comma 4" oz. W UNWOO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., CONTRACTOR Si ALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS CEILING SHEATHING SPECIFIED IS INSTALLED. 11 ALL EXISTING ELECTRICAL E PLUMBING LINES ARE To BE ABANDONED a REMOVED GYPSUM WALLBOARD 5D COOLER° 1" EDGE /1(D" FIELD ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS WALL SHEATHING 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF STRUCTURAL PANELS 8d Commas 6" EDGE / l2" FIELD HANDLING LOADS m CONNECTION POINTS. INSTALLATIONS SHALL BE iN " STRICT CONFOWANCEE WITH MANUFACTURERS SPECIFICATIONS AND GARAGE DOOR PORTAL OPENINGS Sd Comma 3 oc into all Framing RECOMMENDATIONS, GYPSUM WALL BOARD 50 Goofs 1" EDGE /T"FIELD NOTE: L=SPAN LENGTH, H=SPAN HEIGHT IS. DOUBLE J01St5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND VOTE: WIND LOAF SHALL BE PERMITTED To BE TAKEN AS 0.1 TIMES ALL OPENINGS. FLOOR SHEATHING (SUBFLOOR) THE COMPONENT AND CLADDING: LOADS FOR THE PURPOSE OF THE 20• PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES DETAINING DEFLECTION LIMITS HEREIN. SOLID BLOCKED. STRUCTURAL PANELS 21. ALL DRYWALL SHALL BE: U.S.G. NATIONAL GYPSUM CO. �2" THICK, P' OR LESS Sd Comma 6" EDGE / l2" FIELD MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS TAPED AND 5P�KLED THREE COATS. (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 22• ALL DRYWALL ZtHALL BE PRIMED AND PAINTED (2 FiN151-1 COATS). �► 10d Com GREATER THAN AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY �p 1" move 6" EDGE /6" FIELD 23. ALL MOLDINGS �9 OWNER. USE LIVE LOAD 24. CARPETING SH>LL BE SUPPLIED AND INSTALLED BY THE OWNER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ATTICS WITH LIMITED STOTAGE 20 psF 25. OWNER SHALL SELECT ALL COLORS. (REFER TO TABLE R301.7 OF THE 2020 Residential Code of New York Stte) ATTICS WITHOUT STORAGE 10 par 26• ALL ELECTRICAL WOW SHALL BE BOARD OF FIRE UNDERWRTER APPROVED. INSTALL AS PER OWNER'S DIRECTION A-OWABLE ANY AND ALL IN'ERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN STRUCTURAL MEMBER c:LECTION DECKS 40 psF WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED /180 EXTERIOR BALCONIES 60 sf CONTROL WIRING SHALL RUN CONCEALED iN WALLS, FLOORS, AND/OR LO p CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WiTH CEILING Not ATTACHED To RAFTERS FIRE ESCAPES 40 sF OVER PRIOR tOINSTALLATiON. INTERIOR WALLS AND PARTITIONS /R80 p 21 ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY FLOORS ./360 GUARDRAILS AND HANDRAILS 200 lbe WITH THE EXCEPIION OF liftTHE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND LEGALLY DI51-aED OF, 50 CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND /36 GUARDRAILS IN-FILL COMPONENTS Ibs0 28. ALL FOOTINGS SMALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE STUCCO) OF 2 TONS PER SQ.FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" OR AS NOTED. (� PA55ENGER VEHICLE GARAGES 50 psf 213. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO CEILINGS WiTH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) ,/240 HAVE 5 To 1% AR-ENTRAINMENT, PER R402.2 ROOMS OTHER THAN SLEEPING: ROOMS 40 psf 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT To MINIMIZE DAMAGE TO EXISTING: 0 ALL OTHER STRUCTURAL MEMBERS /240 SLEEPING ROOMS 30 psf AREAS (INCLUDIiG LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTfON N EXTERIOR WALLS - WIND LOADS with PLASTER OR STUCCO SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW i/360 STAIRS 40 per CONSTRUCTION 64ALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING:. FINISH TABLE R301.2 1 31. ARCHITECT HAS SEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS nwl ( ) EXTERIOR WALLS - WIND LOADS with OTHER BRITTLE FINISHES �/240 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS OF THE CONSTRX"TION. IL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA a d (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 32. EXISTING CONDMON5 INDICATED WERE FROM FIELD MEASUREMENTS EXTERIOR WALLS - WIND LOADS with FLEXIBLE FINISHES /(00 33. BAULASTERS TO BE INSTALLED 50 THAT A SPHERE 4" or MORE IN DIA. CAN BE 06 m GROUND WIND DESIGN OEi SUBJECT TO DAMAGE FROM Ice Barrier Air MEAN LINTELS SUPPORTING MASONRY VENEER WALLS e /600 STRUCTURAL MEMBER DEFLECTIALLOWABON PASSED THRU TIxM. AS PER R3162 Winter Flood i J DEFLECTION (f� � O SNOW d TOPO SPECIAL f b Underlayment g Freezing ANNUAL NOTE: L=SPAN LENGTH, W=SPAN HEIGHT RAFTERS HAVING SLOPES GREATER THAN _ SPEED WND�BORNE �(,'qRY a ri�tLIne c Design Re Required Hazards n o LOAD WIND m W ,g q Index TEMP a. For the purpose of the determining deflection limits herein,the wind load shall b permitted to be taken as 0.1 3 ON 12 WITH NO FINISHED CELL INCx L/18m Design and Code Information O U � (mph) UFECTSk REGION DEBRIS Depth Termite Temp times the component and cladding (ASD)loads obtained from Table R30122 (2) ATTACHED TO RAFTERS N � N TO BE a MODERATE TO BE b. For cantilever members,L shall be taken as twice the length of the cantilever. - 20 P5F <140 NO NO B SEVERE 36, Ild TES fo18 52.1 c. For aluminum structural members or panels used 1n roofs or walls or sunroom addiens or patio covers,not INTERIOR WALLS AND PARTITIONS H/100 i. BUILDING STRUCTURE HA STAEENTE DESIGNED TO THE FOLLOWING BUILDING (� DETERMINED TO HEA1(Y DETERMINED supporting edge of glass or sandwich plates,the total deflection shah not exc>d L/60. For continuous CODES: 2020 NEW Y�C SLATE RESIDENTIAL CODE •� coo aluminum structural members supporting edge of glass,the total deflection shall>t exceed LA15 for each glass 2020 NEW YCK STATE ENERGY CONSERVATION CODE p MANUAL J DESIGN CRITERIA lite or 1-/60 for the entire length of the member,whichever is more stringent. Fosandwich panels used in roofs FLOORS AND PLASTERED CEILINGS L/360 KMDE �s 2.ALL CONSTRUCTION SHA_ CONFORM TO THE APPLICABLE: LOCAL BUILDINGS CODE. ELEVATION LATITUDE VANTER SUMMER CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HEATINGTEMPERATURE or walls of sunroom additions or patio covers,the total load deflection shall ne exceed L/120. 3.VERIFY EXISTING CONDI'ONS AND DIMENSIONS AND NOTIFY ARCHITECT HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE d. Deflection for exterior walls with interior gypsum bd. finish shall be limited to anllowable deflection of H/180. ALL OTHER STRUCTURAL MEMBERS L/24fa OF ANY CONDITIONS WHIN DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. y/ Z e. Refer to section R10382.40'N 125 DE STRUCTURAL. DRAWINGSUST BE COORDINATED WiTH ARCHITECTURAL DRAWINGS y' C:. 84 DEG. I 10 DEG. 15°(db 63° wb) 515 EXTERIOR WALLS WITH PLASTER OR COOLING TEMPERATURE WIND WIND COINCIDENT DAILY WINTER SUMMER Plumb . Riser Dia STUCCO F iN i SH H/360 BY THEE CONTRACTORDIFFERENCE VELOCITY HEATING VELOCITYCOOLING WETBULB RANGE HUMIDITY HUMIDITY4.CONTRACT DOCUMENT5 4ALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. g 15 1.5 11.5 m 130% 45-55% i - EXTERIOR WALLS - WIND LOADSa WITH L/240 5•THE STRUCTURE IS UNSTALE UNTIL ALL LOAD BEARINGS WALLS ARE ERECTED .���CE® �O a. W4rere weathering requires a higher strength concrete or gLadsof masonry than necessary to satisfy the structural requirements of t B01LER S HOT WATER HATER ARE LOCATED BRITTLE FINISHES AND STEEL MEMBERS AE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED his code,the Frost line depth strength required For weathering Ca shall govern.The weathering column shall be filled In with the weathering index "negligible" "moderate" or "severe" for concrete as determined from Figure R3012(4).The rrg adeofmasorry units sMIt be IN A MECHANICAL R00% THE FINISHED EXTERIOR WALLS - WIND LOADSa WiTH AND/OR WELDED AND IN=ECTED,THE PLYWOOD DECK ATTACHED t0 THE WOOD determined from ASTM C34,C55,C62,C13,CW,C12%C145,C216 or C652. BASEMENT WiTH A (E'XI°NG i HOUR ENCLOSURE FLEXIBLE FINISHES L/12O FRAMING,AND THE CONCETE FLOORS PLACED AND ATTAINS 15%OF 28-DAY > b. Where the Frost line depth requires deeper footings than indicated in Figure R403.1(1),the host line depth strength required For weathering shall govern.The Jurisdiction shall fill in the Frost line 4 3/HOUR RATED DOOR STRENGTH. UNTIL SUCH IM,TEMPORARY BRACING IS REQUIRED. THE depth column with the minimum depth of footing below finish rade. Materials Legend c. The urisd ictionshall fill In this part of the table to indicate the wed for protection depending on whether there has been a history of local subterranean termite damage. Roof 4" NR� DESIGN ADEQUACT OF ThPORARY BRACING AND SNORING IS THE SOLE d. The Jurisdiction shall fill 1n this part of the table with the wind speed from the basic wind speedmap(Figure R3012(5)A).Wind exposure category shall be determined on a site-specific basis in BATH' 311 I �3`MASTER BAT RESPONSIBILITY OF THEONTRACTOR. i `��� 023114 R30 �® accordance with Section 12.1.4. 6.FOR LOCATION OF MiSCILANE:OUS ITEMS(OPENINGS BENT PLATES INSERTS, ®( N e,Appendix The D temperatures assign N-bulb temperature shall be selected from the columns of S11R-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the I I EARTH g '� r I I I ASPHALT SHINGLES ETC) AFFECTING STRUCRAL WORK,SEE ARCHITECTURAL,MECHANICAL, Shall be permitted to reflect focal climates or local weather experience as determined by thebuilding official.(Also see Figure R3011(1)) I I I 2 n a�a 2 n 4„I 4„ 2 u 3 u 'w" Project location: f. The urisdiction shall fill In this art of the table with the seismic desi n Cate orudetermined From Section R30122.1. I + �_ p g q� � I � PLUMBING AND ELECTRIAL DRAWINGS. g. (NY)To establish flood hazard areas,each community regulated under Title n, art 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NTCRR)shall adopt I o a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special Flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance R 7 I i`'; <; STUCCO FINISH GRAVEL Study for the community,as amended or revised with: 1ST Floor 7 I. The accompanying Flood Insurance Rate Map(FIR 1), it. Flood Boundary and Floodway Map(FM),and 2° 4" I 4 2" RiGiD INSULLATION � BATT Drawing Title: INSULATION Cover Sheet ill. Related supporting data along with any revisions thereto. BATH The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section• ' � 4" K 1n accordance with Sections M05.12,RW5.43.i, 0�9631 5. RW5.13.1 and 83.1 where there has been a history or local damage from the effects of ice damming,the urisdictlon shall fill 1 0�9 5� I In this part of the table with YES. Otherwise,the urisdiction shall Fill in this part of the table with "NO. 2„r 3„I 2„I 4'1 I LAUNDRY / � GLA55 POURED CONCRETE Project No. i. The tris ictionshall fill in this part of the table with the 100-year return period air freezing index(BF-days)From Figure R4033(2)or from the 100-year(99 percent)value on the National Climatic I I Data Center data table"Air Freezing Index-USA Method(Base 32'F)" I I wAsaER j. The urisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 327)." R I I STEEL BRiCK Date: Drawing scale: k In accordance with Section R3012.1.5,where thereto local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the Jurisdiction shall fill in this part of the table with"YES."Otherwise,the urisdiction shall indicate "NO"in this part of the table. N.TSaement 1. in accordance with Flours R301.2(5)A,where there is local historical data documenting unusual wind conditions,the luriscliction shall fill in this part of the table with"YES" and Identify any specific I CONCRETE requirements.Otherwise,the isdictlon sha 11 Indicate "NO" In this part of the table. " 4 BLOCK ROUGH WOOD Drawn By: Checked By: m. In accordance with Section R3012.12 the lsdict►on shall indicate the wind-bome debris wind zones).Otherwise,the jurisdiction shall indicate"NO" in this part of the table. C.O. n. The urisdiction shall fill in these sections of the table to establish the design criteria using Table is or lb From ACCA Manual J or established criteria determined by the Juriscliction. TO APpRpyED o. (NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R3012(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feetl5r SAN SYS, ALUMINUM FINISHED U�Op Drawing No. 4aU5E � ; shall have their ground snow load increased ,from the mapped value by 2 psF for every 100 feet above 1000 feet. 'SAP , �a lh Fin. Basement Notes Symbols General Notes > � NAILING SCHEDULE A (REFER TO TABLE R602.3(1)OFTHE2020 ELEVATION MARKER :a nn'' Z C0 Ill- Residential Code of New York State) \ t ? Z r, � r y� NUMBER OF ELEVATION MARKER 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE JOIST DESCRIPTION 4 0 COMMON N41LS NAIL SPACING (SHEET AND NUMBER LOCATION) 300 PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ,r ', } THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 3 0 ROOF & CEILING FRAMING SECTION AND DETAIL MARKER 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE (SHEET AND NUMBER LOCATION) TOWN OR VILLAGE PRIOR TO STARTING WORK. uj Z N 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, �� p 0 RAFTER TO TOP PLATE (TOE-NAILED) 3-10d Conmon PER RAFTER p N DETAIL 1"1ARKER CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-56 Gonmon PER JOIST PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. E 5405 Pequash Ave . Cutchogue , New York (SHEET AND NUMBER LOCATION)CEILING JOISTS TO PARALLEL RAFTER (PAGE-NAILED) 6-16d Common EACH LAP 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE � Q p � Legend Abbreviations PREVENTION-N.Y STATE RESIDENTIAL GODS AND BUILDING CODE AND ZT" E CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-8d Common EAGN LAP ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION Q E COLLAR TIE TO RAFTER (FACE-NAILED) 3-10d Common 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH C 0) Wl- �® � N 5 Q Q EACH END - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR U a)a 3 ^ >> BLOCKING TO RAFTER (TOE-NAILED) 3-8d Gonmon EACH END SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO U 3 A.G.T. ACOUSTICAL CEILING TILE E �. C0 - THREE WAY SWITCH FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL Z *= •E .o > (0 E RIM BOARD TO RAFTER (END-NAILED) 2-16ol Gonmon PER RAFTER AFF. ABOVE FINISH FLOOR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THE BLOCKREFROM. `` �- E E >�+ ® Z Qd M 4 WALL FRAMING BLK - FOUR WAY SWITCHBLr'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO, 2 CLG. CEILING OR BETTER . E=1,600,000 AND Flo = 025 or GREATER J � Z ul TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d Common 16" o.c. - DUPLEX OUTLET C.T. CERAMIC TILE GFI GONG. CONCRETE size Fb Modulus of Elasticit TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Common JOISTS-EACH SIDE - GROUND FAULT INTERRUPT (42" A.F.F) CONT. CONTINUOUS 2" x 4" 13eO PSI, E 1,600,000 PSI. C.J. CONTROL JOINT 2" x 6" 1170 PSI, E 1,600,000 PSI. STUD TO STUD (FACE-NAILED) 2-16d Common 24" o.c. DN. DOWN 2 x 8 1080 PSI, E 1,600,000 PSI. - INCANDESCENT LIGHT FIXT.(AS PER.OWNER) DIA. DIAMETER 2" x 10'' 990 PSI E 16 00000 PSI. HEADER TO HEADER (FACE-NAILED) l(od Gonmon 16" o.c. ALONG EDGES DWG. DRAWING EL. ELEVATION 2" x 12" 900 PSI, E 1,600,000 PSI. J TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d Common PER STUD EXIST. EXISTING CO Q W WATER PROOF INCANDESCENT LIGHT FIXT.(AS F.P. FIREPROOF Z w =_ BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST PER OWNER) T. ALL HEADERS SHALL BE (2) 2"X(o" -0 2"X4" WALLS 8 (3) 2"X6" s 2"x6" Q 0P FIN. FINISHED) W� � 2-16d Common PER FOOT GA. GAUGE WALLS UNLESS NOTED OTHERWISE. >LU Z z W O OR BLOCKING (FACE-NAILED) JO - RECESSED INCANDESCENT LIGHT FIXT.(FLAT G.C. GENERAL CONTRACTOR S. ALL HEADERS SHALL BEAR ON 4"X4" POST � 2"X4" WALLS OR 4"X6" �- Z0� FLOOR FRAMING GALv. GALVANIZED POST 6 2"X6" W<♦LL5 UNLE56 NOTED OTHERWISE. WLL Ea0 GLG.) GL. GLASS 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM � ? Z W a JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Od Common PER JOIST - GLG.MNTD.(15 GFM.MIN.)EXHAUST FAN)A5 GYP.BD. GYPSUM BOARD DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. co O� O� o H.M. NOLLOWMETAL 10. ALL WINDOWS SHALL BE WHITE DERMA-SHIELD WITH HIGH PERFORMANCE ZuU JU)U BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END PER OWNER H•P• HIGH POINT JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED c W- a�� BRIDGING TO JOIST (TOE-NAILED) 2-Sd Common EACH END EXTERIOR LAV. LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. O 2U >_ EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER MAX. MAXIMUM C) w Y v MTL. METAL 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR W 0 U-of W-�� BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d Common EACH BLOCK OWNER) BLOCKING -a INTL=RVALS NOT EXCEEDIN W >2 G EIGHT FEET. tnQ LEDGER STRIP TO BEAM (FACE-NAILED) 3-166 Gonmon EACH JOIST Z MIN. MINIMUM ~ O W M.O..O. MASON =Z MRY OPENING 12. ALL FLASHING SHALL BE ALUMINUM. Z List of Drawinqs N.I.G. NOT IN CONTRACT 13. ALL RAFTERS !SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE Q O Of-F'a JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d Gonmon PER JOIST No. NUMBER CLIPS. W oU<Oo O.C. ON CENTER 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERGEDE SCALED QQfa z i-- BAND JOIST TO JOIST (END-NAILED) 3-16d Common PER JOIST A-1 Information Sheet OPN'G OPENING DIMENSION5. W W w F-O W Z PL. PLATE a BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1rod Common PER FOOT A-2 Floor Plan PLYWD. PLYWOOD 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND g ZOO C)Z01w RAD. RADIUS SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT -a a 12 a z ROOF SHEATHING SEQ'D REQUIRED FOR WHICH THEY ARE MADE IS EXECUTED OR NOT STEEL . THEY ARE NOT TO BE U)=m 0LuW STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) susP.cLG. SUSPENDED CEILING USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT W~J z O Z BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE HO�0QmOU T.O.M. TOP OF MASONRY INTERIOR ZONE 8d Common 12" o.c. T.O.S. TOP OF STEEL ARCHITECT. TYP. TYPICAL 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED PERIMETER ZONE 80l Common 6" o.c. UN.O. UNLESS NOTED OTHERWISE AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED V.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO GABLE WALL EDGE ZONE 8d Common 4" o.c. WD WooD REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS CEILING SHEATHING SPECIFIED IS INSTALLED. IT. ALL EXISTING ELECTRICAL d PLUMBING LINES ARE TO BE ABANDONED 8 REMOVED GYPSUM WALLBOARD 5D COOLERS 1" EDGE / 10" FIELD ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS WALL SHEATHING la. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF STRUCTURAL PANELS 8d Common b" EDGE / 12" FIELD HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN GARAGE DOOR PORTAL OPENINGS 8d Common Yoc into all Framing STRICT CONF:0r I,LANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ■ GYPSUM WALL BOARD 5D Coolers T" EDGE / T" FIELD NOTE: L=SPAN LENGTH, H=SPAN HE IGHT 19. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND NOTE: WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES ALL OPENINGS. 14 >. FLOOR SHEATHING (SUBFLOOR) THE COMPONENT AND GLADDING LOADS FOR THE PURPOSE OF THE 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES ■ DETAINING DEFLECTION LIMITS HEREIN. SOLID BLOCKFp MC STRUCTURAL PANELS 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 'il" THICK, Y/ P OR LESS ad Common 6" EDGE / 12" FIELD MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS TAPED AND SPA;KLED THREE COATS. 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 23. ALL MOLDING`. AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY e� GREATER THAN 1" IOd Common b" EDGE / b" FIELD e� USE LIVE LOAD OWNER. 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. Cr ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ATTICS WITH LIMITED STOTAGE 20 psF 25- OWNER SHALL SELECT ALL COLORS. w, (REFER TO TABLE R301.7 OF THE 2020 Residential Code of New York State) ATTICS WITHOUT STORAGE 10 Per 20. ALL ELECTRICAL WORK SHALL BE BOARD �I 0 OF FIRE UNDERWRITER APPROVED, INSTALL AS PER OWNER'S DIRECTION r ALLOWABLE ANY AND ALL KTE:RCONI, TELEPHONE, AND/OR TV ANTENNA WIRING IN STRUCTURAL MEMBER DEFLECTION DECKS 40 per WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE RAFTERS WAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED L/180 EXTERIOR BALCONIES 60 sf CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR CEILING NOT ATTACHED TO RAFTERS p CEILING5. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH FIRE ESCAPES 40 psf OWNER PRIOR TO INSTALLATION. INTERIOR WALLS AND PARTITIONS H/100 21 ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY FLOORS L/360 GUARDRAILS AND HANDRAILS 200 Ibs WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND Ln LEGALLY DISPOSED OF. CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND GUARDRAILS IN-FILL COMPONENTS 50 Ibs 20. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE L/360 STUCCO) OF 2 TONS PER SQ. FT, AND SHALL HAVE MINIMUM COVER OF 3'-6 (n" OR AS NOTED.PASSENGER VEHICLE GARAGES 50 psf 29. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO C CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240 HAVE 5 TO T% AIR-ENTRAINMENT, PER R402.2 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING 0 ALL OTHER STRUCTURAL MEMBERS L1240 SLEEPING ROOMS 30 psf AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION 0 EXTERIOR WALLS - WIND LOADS' with PLASTER OR STUCCO SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW '; FINISH H/360 STAIRS 40 psf CONSTRUCTIONHf,LL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. TABLE R301 .2 1 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS CO ( ) EXTERIOR WALLS - WIND LOADS' with OTHER BRITTLE FINISHES H/240 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS OF THE CONSTRUCTION. o CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA a d (REFER TO TABLE R301.5 OF THE 2020 NYS RESIDENTIAL CODE) 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS Ax EXTERIOR WALLS - WIND LOADS with FLEXIBLE FINISHES H/240 e ALLOWABLE 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE W (D 0 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 STRUCTURAL MEMBER PASSED THRU THEM. AS PER R316.2 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Air 1 MEAN DEFLECTION (n DESIGN Winter Flood WAFTERS HAVING SLOPES GREATER THAN 0 SNOW d TOPO SPECIAL f b Underla ment g Freezing ANNUAL NOTE: L=SPAN LENGTH, H=SPAN HEIGHT [ Q o Q Frost Line Design Y h Hazards tv LOAD SPEED GRAPHIC WIND WINDBORNEm CATEGORY c e Re Required Index TEMP 3 ON 12 WITH NO FINISHED CEILING L/100 °' Weathering Depth Termite Tempo q a. For the purpose of the determining deflection limits herein, the wind load shall be permitted to be taken as 0.T Design a n Code Information O N i1 (mph) EFFECTS REGION DEBRIS ZONE p p times the component and cladding (ASD) loads obtained From Table R301.22 (2) ATTACHED TO RAFTERS .N 00 N Q b. For cantilever members, L shall be taken as twice the length of the cantilever. 1. BUILDING STRUCTURE-HA5 BEEN DESIGNED TO THE FOLLOWING BUILDING 20 PSF <140 NO NO TO BE 15 SEVERE 36" MODERATE TO BE p p INTERIOR WALLS AND PARTITIONS H/180 , N N 618 52.1 c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not COPES: 2020 NEW YORK STATE RESIDENTIAL CODE N o 0 DETERMINED TO HEAVY lid YES DETERMINED supporting edge of glass or sandwich plates, the total deflection shall not exceed L/60. For continuous N MANUAL J DESIGN CRITERIA aluminum structural members supporting edge of glass, the total deflection shall not exceed L/175 for each glass 202(0 NEW PORK STATE ENERGY CONSERVATION CODE ,� p <' N lite or L/60 for the entire length of the member, whichever is more stringent. For sandwich anels used in roofs FLOORS AND PLASTERED CEILINGS L/36® g g p 2. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. .Q --- WINTER SUMMERALTITUDE INDOOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE or walls of sunroom additions or patio covers, the total load deflection shall not exceed L/120. ELEVATION LATITUDE CORRECTION d. Deflection for exterior walls with interior sum bd. Finish shall be limited to an allowable deflection of H/180. 3. VERIFY EX15TING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT o gyp ALL OTHER STRUCTURAL MEMBERS L/24® OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. Z HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE e. Refer to section R103.8.2. STRUCTURAL DRAWING.SMUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS 40°N 12.5 DEG. 54 DEG. 1 10 DEG. 15°(db (o3° wb) 51.5 Plumb . Riser Dis EXTERIOR WALLS WITH PLASTER OR H/360 BY TH4E CONTRACTOF COOLING TEMPERATURE WIND WIND COINCIDENT DAILY WINTER SUMMERDIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITYSTUCCO FINISH( 4.CONTRACT DOCUMENT?SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. g 15 1.5 11.5 m 30 0 45-55io EXTERIOR WALLS = WIND LOADS' WITH L/240 5. THE STRUCTURE IS UN5'"ABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED ��t�F_® �� a. Where weatheringrequires a higher strength grade masonry than necessary to satisfy the structural requirements of this code, the Frost line depth strength required for weathering BOILER 4 HOT WATER HEATER ARE LOCATED BRITTLE FINISHES AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED �� ��NNA.PAs q g 9 gr y y y q p g q 9 s� shall govern. The weathering column shall be filled in with the weathering index, "negligible," "moderate" or "severe" forconcr_eteas determined from Figure R3(01.2(4).The radeofmasonry units shall be IN A MECHANICAL ROOM IN THE FINISHED EXTERIOR WALLS = WIND LOADS' WITH AND/OR WELDED AND INSPECTED, THE PLYWOOD DECK ATTACHED TO THE WOOD �� determined from ASTM G34,C55,C62,C13,C?I0,0129,C145,C216 or 0652. BASEMENT WITH A (EXISTING I HOUR ENCLOSURE FLEXIBLE FINISHES L/12® FRAMING, AND THE CONCRETE FLOORS PLACED AND ATTAINS Tyr OF 28-PAY b. Where the Frost line depth requires deeper footings than indicated inFi ure R403.1(1) the Frost line depth strength required for weathering shall govern. The jurisdictionshall fill in the frost line 8 3i4HOUR RATED POOR M . STRENGTH. UNTIL 5UCH TIME, TEMPORARY BRACING IS REQUIRED. THE depth column with the minimum depth of footing below finish rade. 4 VTR DESIGN ADEQUACY OF TEMPORARY BRACING ANp SNORING IS THE SOLE ate r�a I s Lege n d c. The jurisdictionshall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. " d. The jurisdictionshall fill in this part of the table with the wind speed from thebasic wind speedmap(Figure R3012(5)A).Wind exposure category shall be determined on a site-specific basis in Roof BATH MASTER BATH RESPONSIBILITY OF THE CONTRACTOR. �j� �319A ' 3,� �3' accordance with5ection R3r012.1.4. r ` 6 I .FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, OF _ e. The outdoor design dry-bulb temperature shall be selected from the columns of 911/2-percent values For winter From Appendix D of the Plumbing Code of New York State.Devlations From the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by thebuildln official.(Also see Figure R3012W.) 1 ASPHALT SHINGLES EARTH ETC) AFFECTING STRUCTURAL WORK, SEE ARCHITECTURAL,MECHANICAL, F. The Jurisdiction shall fill in this part of the table with the seismic design cate or determined From Section R3(012.2.1. 2 311 2 I 41I4" 12" 3" 2° g. (NY)To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt = � TUB( PLUMBING AND ELECTRICAL DRAWINGS. Project location: a flood hazard map and supporting data. The Flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance SHOWER7 1� 7W STUCCO FINISH i GRAVEL Study For the community,as amended or revised with: 1S7 Floor I. The accompanying Flood Insurance Ra-.e Map (FIRM), ii. Flood Boundary and Floodway Map (F5FM),and 2" 4" I 4" 2° RIGID INSUALATION GATT Drawing Title: iii. Related supporting data along with any revisions thereto. INSULATION The adopted Flood hazard ma and su o•tin data are hereby adopted b reference and declared to be part of this section. BATH over Sheet P p Pp g y p y r h. In accordance with SectionsR905.1.2 R905.4.3.I,R905.5.3.1 R9®5.6.3.1 R905.13.lanalR905.8.3.1 where there has been a history of local damage From the effects of ice damming,the jurisdiction shall fill ¢ \ 1 LAUNDRY ��� GLASS in this part of the table with "YES." Otherwise, the jurisdiction shall Fill 1n this part of the table with "NO." 2'' 3" 2"1 4„� I � / � � POURED CONCRETE i No. Project 1. The jurisdictionshall fill in this part of the table with the 100-year return period air Freezing index(BF-days)from Figure R4(03.30or from the 100-year (99 percent)value on the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 327)." I o wasHER sH wER j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 32°F)." STEEL BRICK I, In accordance with5ec_tion R3012.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdictionshall Fill in this part Date: Drawing scale: Basement of the table with "YES" Otherwise,the jurisdiction shall indicate "NO" in this part of the table. N.T.S. I. In accordance with Figure R3012(5)A,where there is local historical data documenting unusual wind conditions,the jurisdictionshall Fill in this part of the table with "YES" and identify any specificLf� CONCRETE requirements.Otherwise, the 'uric sdiction shall Incicate "NO" in this part of the table. 4' 4 BLOCK ROUGH WOOD Drawn By: Checked By: M. In accordance with Section R3012.1.2 the Jurisdictionshall indicate the wind-borne debris wincizone(s).Otherwise,the juriJ sdictionshall indicate "NO" in this part of the table. C.O. n. The,lurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb from ALGA Manual J or established criteria determined by the jurisdiction. 10 APPROvi=D EXIST.SAN.SYS. 4 ALUMINUM o. (NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.216)For sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet HOUSE 0 FINISHED WOOD Drawing No. shall have their ground snow load increased from the mapped value by 2 psF For every 100 feet above 1,000 Feet. TRAP A 1 Z r. 00 (2) 2" X 12" UPSET GIRDER J � U) 0 E EXISTING 2" X 5" z ° FLOOR JOISTS Y o Q n • TEMPORARILY SUPPORT 0 0 �- • ° NT B S M T C FLOOR J01575 PRIOR TO 8 'j_ � L INSTALATION OF NEW BM. °0 Q z E Im (L > I PROVIDE SIMPSON STRONG TIE � � N Qti a HU5210 EVERY JOIST o O �!� -i N C L- 2 M tQ T ��_ z avRoamU C C m C 'ca z � o � 3 DE7"A/L -r- a w X 6 00 0 A-2 SCALE: NO SCALE �� r: m fn J Qw �2 50CFM EXHAUST l UW)_0 w PROPOSED FOUND. OO FAN DUCTED TO U o O Z o I EXTERIOR a5 >z zU PROVIDE *4 BARS 12 w Z o aw O PER CODE �� X NORRIZONTALLY X �Z �W� � ,�- Zed o F- N N I-w O co - - w~ <Ei 1p - - - - �- U 7Q wW iY FILL HOLE W/ z~ °a=} L s II NON SHRINK GROUT Q000Q�a 13'-2 1211 Q O ° 5 _01 12 _I - EX IST. FOUND. `-M - LEGEND �W~U 0z o 0 ° - o N wmw�-Fw 4 DETAIL @FOUND. JUNCTURE ��'r®®m 2 x a �r �dr®gym N a a a o W o O NEW CONSTRUCTION w w 20.z w A-2 SCALE: NO SCALE I �a lt� ° a � ° 50CFM EXHAUST - w X m o of 2 X E TILE F R FAN DUCTED TO =x-wzwo E F EXIST. CONSTRUCTION F EXTERIOR AS 13'-1 I/2" �-O�c�QmU m - PER CODE )=X15T. CONST, to be REMOVED �4 6 24X(o n II li " (3)2 X6 HDR l n XC HD TUJ210210 TW210210 Exi#ft fst Floor Plan �-2 SCALE: 1/4"=V-0" 1 211_0IIIc ■ ■ U) 2mX 6a � ■` WINDOW WELL R310.2 Cr LADDER 4 STEPS R310.2.1 WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44" 5HALL BE EQUIPPED WITH PERMANENTLY AFFIXED 3C'-4" PROP05ED 35/s" METAL LADDER OR 5TEP5 USABLE WITH THE WINDOW IN THE O.C. FULL OPEN POSITION. RUNGS SHALL HAVE AN IN51DE 5'_ '/21 1/2° an STUDS g 16y"" Ln WIDTH OF AT LEA5T 12" AND SHALL PROJECT AT LEA5T m MC �� �'� CE�- LL 3" FROM THE WALL AND 5HALL BE 5PACED NOT MORE GX 135 INSULATION l219 FO THAN 18 O.G. VERTICALLYR THE FULL HEIGHT OF THE WINDOW WELL LIGHT CALL. 4 a LO 8% OF TOTAL RM. 5Q.FTG. 11'= 2 XG 2'=0" 9'-2 1/2" 21-7 1 2 4i3Qll ROOM AREA = 114 50.FEET 114 X .08 = 9.12 50.FT. ALLOW. N 10.5 50.FT. PROVIDED PROVIDE 5is" TYPE 'X'GYP. - - - VENTILATION GALC. Bedroom : BOARD OVER EXISTING 0 4io OF TOTAL RM. 50.FTG. MECHANICAL EQUIPMENT A5 6' "' L ug r ROOM AREA = 114 SQ.FEET _ PER CODE 114 X .04 =4b 50.FT. ALLOW. 10.5 59. FT. PROVIDED mX NEW 3/4HOUR Z 4'-gll Cn N 30"DOOR W/ 0 LEGEND (3)125"X5"MICRO LAM HDR - 12"X18" VENT 06 1i = 0 0 NEW CONSTRUCTION RELOCATE E IST. x OM O c N o o STEEL COLUMNO ry [ n o EXIST. CONSTfRUCT I ON 0 N 0) t�Cn U N a _ rn 7 I m 26X 9 EXIST. GON5T. to be REMOVED 12' I" Il =3 1/2 U) N N °- O O E (o N N Q M V N 1�0 �0'=01' CEILING HT MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS .0 X .�\ (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) : o N z 5 0 - (3)125"XI 5"MICRO LAM HDR usE LIVE LOAD DEAD LOAD �r 4 8 UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf lm psf �� �� 2 X 6 - �ED `�RL' REMOVE EXIST. X X UNINHABITABLE ATTICS WITH STOTAGE 20 psf 10 psf PAS STEEL COLUMN �J HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 psf lm psf C31-011 -N13I_2 BALCONIES (EXTERIOR) AND E)ECK5 40 ps f lm psf i FIRE ESCAPES 40 psf 10 psf � � �ivin�m � � 6' GUARDS AND HANDRAILS 200 Ibs ��� ®2311& �® L- 50CFM EXHAUST E FAN DUCTED TO LU��I GUARDS IN-FILL COMPONENTS 50 Ibs OF N� EQUAL EQUAL EQ EQ EXTERIOR a � PER CODE PASSENGER VEHICLE GARAGES SO psf as per plan Project Location: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf SLEEPING ROOMS 30 psf 10 psf CXWI35 GXW135 Drawing Title: LIGHT CALL. _ STAIRS 40 psf 10 psf Existing Floor Plan Sio OF X TOTAL RM. 50.FTG. g ROOM AREA = 124 50.FEET ROOF LOADING (LIVE = GROUND SNOW LOAD 10 psf for 1 Ex/$t/n Basement Plan 124 X .08 = 9.92 50.FT. ALLOW. attic 10.5 5Q. FT. PROVIDED ADJUSTMENTS AS PER TABLE R301.5 OF THE 30 psf 15 sf for A-3 SCALE: 1/4"=V-0" VENTILATION GALC. RESIDENTIAL CODE OF NEW YORK STAE) Cath 6f-�II � Project No. 4% OF TOTAL RM. 50.FTG. .k PROVIDE SMOKE 4 CARBON MONOXIDE ROOM AREA = 114 50. FEET Date: Drawing scale: DETECTORS AS PER NEW YORK STATE 114 X .04 =4b 50.FT. ALLOW. 10.5 50. FT. PROVIDED CODE ®O Drawn By: Checked By: ALL WINDOWS TO MEET NEW YORK STATE EGRESS REQUIREMENTS Drawing No,