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HomeMy WebLinkAbout46806-Z �S�EFD Town of Southold 11/28/2022 0 y, P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43627 Date: 11/28/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1120 The Crescent,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-25 -Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/24/2021 pursuant to which Building Permit No. 46806 dated _ 9/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck,to existing single-family dwelling as applied for. The certificate is issued to Kifnidis,Ilias of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46806 10/2 022 PLUMBERS CERTIFICATION DATED 11/3/2022 "porerry Jr I A hor ed nature CI TOWN OF SOUTHOLD �SUFFet,r� BUILDING DEPARTMENT TOWN CLERK'S OFFICE x "may • 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#: 46806 Date: 9/13/2021 Permission is hereby granted to:. Kifnidis, Ilias 119 Butler Pkwy Summit, NJ 07901 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1120 The Crescent, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-25 Pursuant to application dated 8/24/2021 and approved by the Building Inspector. To expire on 3/1512023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $419.60 CO-ADDITION TO DWELLING $50.00 Total: $469.60 B ild g Inspector 0f SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 �yCOUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Ilias Kifnidis Address: 1120 The Crescent city.East Marion st: NY zip: 11939 Building Permit#: 46806 Section: 30 Block: 2 Lot: 255 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 44 Ceiling Fixtures 15 Bath Exhaust Fan 2 Service 3 ph Hot Water Oil GFCI Recpt $ Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 30 Heat Detectors 1 Sub Panel 60A A/C Blower 1 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights $' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 2 Switches 33 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge, Icemaker, 200A 42 Circuit Panel / 16 Used, 60A Sub 24 Circuit 118 Used , Garbage Disposal Notes: Renovation /Addition Inspector Signature: F Date: October 28, 2022 S.Devlin-Cert Electrical Compliance Form skt Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION I Date: 1Ca Building Permit No. L) b606 Owner: V an—Tos?l 4(_4 tvr Vol,S a (Pl se print) Plumber: �o �- �✓�`' l lease print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe ature) Sworn to before me this day of 20Z2 VICKM BERRY'' N6tiry.Public-State of Nevi York Notary Public, 1 )C ►` ounty No. 01 BE6070081 Qualified in Suffolk Coyjqty - Commission Expires 4) �! a NOV 0 3 2022 " 1 L IV ;Lu # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 -, INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION NELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Wks- hke GG Un otAle-7.7n- lveej,- 06 n(e D dd Gca_mke DATE ANSPECTOR �oof s # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 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 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ` Z Z INSPECTOR ��O 1// ho�aOF SOpTyo6 . TOWN OF SOUTHOLD- BUILDING DEPT. `ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] 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: ` 'L DATE 0 INSPECTOR OE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm,��` 765`1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] -INSULATION/CAULKING' [ ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE-"&:CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTtONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O � `,'/J REMARKS: c �`4d OK DATE (S Z INSPECTOR Anne Surchin Architect D E C E � W E III JAN 1 ?0.97 1 no BUILDING DEPT. January 11, 2022 TOWN OF SOUTHOLD Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Vrontos/Kifnidis Residence Renovation/Addition This letter is to certify my field observations of the footings, foundation walls, form ties, rebar installation and waterproofing at the Vrontos Residence, 1120 The Crescent,East Marion. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed,under the 2020 Residential Code of New York State.Attached,please find, photographs of the installation. Respectfully submitted, Anne Surchin, R.A. a ME`s P.O. Box 1201Southold, • 866.370.3806 Anne Surchin Architect APRT;?.�, BUILDING DEPT April 4,2022 TOWN OFSOUTHOLD Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Vrontos/Kifnidis Residence Renovation Addition This letter is to certify my field observations of the rough plumbing installation and pressure testing at the Vrontos Residence, 1120 The Crescent, East Marion. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed, under the 2020 Residential Code of New York State. Nailing plates were installed at all critical locations, PVC piping was correctly sized,T-connections installed to code, and the pressure test which I observed, revealed no leaks whatsoever. Attached, please find, photographs of the installation. Respectfully submitted, &'U' Almv-�- I .�. • Anne Surchin, R.A. A ® G' �V `�®A N - � # - ,fie• �" :. _ tI�"'� :, - _,r._ t s i o Y 3 i r rj - I j Anne Surchin Architect R D E C IF PE D APR ? n 2'92 BUILDING DEPT. TOWN OF SOUTHOLD April 20, 2022 _-W LfCoS6(p Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Vrontos Kifnidis Residence Renovation/Addition 1120 The Crescent East Marion, NY This letter is to certify my field observations of the insulation of the new walls, new roof, new windows and door jambs, and existing basement rim joists for the Vrontos/Kifnidis residence. Based on visible conditions, this work is in accordance with and conforms substantially in terms of building envelope compliance to the prescriptive code requirements, Section 402 (Table R402.1.2), as filed, under the 2020 Energy Conservation Construction Code of New York State. See attached photographs. Sincerely, ay. a • � • Anne Surchin, R.A. �' � ](ply�: �, 2 •�1 10 s E�yO P.O. Box 1201 Southold, • 80 t F2 -�... -%-Wft -l.,: 0 ? k WAILL. IT L /b Av-c.A. �s F , — i a• e is i ���==��—,iii,`��� E- R,4 �. C L o5 Ea CELL i !l ZockwoaL {^ ° I � z- •lM'R't''r. , 'w ��1 �� is • r 7'. �� �t r .�: .�. x . : � _. ,, .;: .�.. ,.� ,� ,, _ � � � � a %.� . ,�, �� _;� { _ ,_ � :er ' + "t" .M..ir.., � ;I +�` •N - .� , �' �_ � 4" � �,; .�,, �,_ :.,�/� a� �� Y' � ' 1 K. D . y .4 518 nK r-H4...Ht x.H5x Ht2f F�-r'tJ>rg, 2 rt ' 4 xdMCS Tiz�T�12 Po5'T t'r atr.'1:M13�Vt 5/4"x4 '1'M- PV- 'G: W15�Nt24F,12'S17&E ALL AK0UWP 1/4't = 1 o ANNE SURCHIN ARCHITECT E P.-O. EOX1201, SOUTHOLD, NY 11971 I 1 zO -rN I;" c:Te>;�e lr , �-.Aeo-r 'K ION, NY . WAN FOUNDATI. ILS IOf, �. owl1W11 , _ .Any o NEW if ' AMM INSULA TIO.N.TER N.Y. STATREARd)� IbONE 1 wa rZ pr Au v ' { TOWN OF SOUTHOLD--BUILDING DEPAP.TMENT Town Hall Annex 54375 Main Road P. d. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtoMM.gov Date Received 1 APPLICATION FOR BUILDING PE MIT For Office Use Only �(( _r=3a�� PERMIT NO. U 6lY Building Inspector: - AUG 2 4 2021 Applications,and forms must be filled out'in their entirety.Incomplete applications innll not be accepted 'UHhere.the Applicant is`not the owner,an ��DG DEPT- ow Bo Owner's Authorization form(Page 2)shall'be completed ` ,goPd ® S6DTJ�' ®�,� �N J Date:8/24/2021 `OWNER(S)OF PROPERTY.: Name:Klio Vrontos & Ilias Kifnidis SCTM#100o-030-02-025 Project Address:1120 The Crescent, East Marion, NY( Pebble Beach Farms Subdivision) Phone#:(917) 747-9632 Email:kliovrontos@gmail.com Mailing Address:119 Butler Parkway, Summit, NJ 07901 CONTACT PERSON: Name:Anne Surchin Mailing Address:P.O. Box 1201, Southold, NY 11971 Phone#:631-765-6364 Email:surchin@mac.com .DESIGN PROFESSIONAL INFORMATION Name:Anne Surchin Architect Mailing Address:P.O. Box'l201, Southold, NY 11971 Phone#:631-765-6364(w) 631-725-9895(c) Email:surchin@mac.com CONTRACTOR INFORMATION:. Name:TB Mailing Address: Phone#: Email: 777 77, 7 DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure BAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 'PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 YES,PROVIDE A COPY. this property? l_7Yes ®No IF ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues'as provided by Chapter 236 of the Town Code.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,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(s)for necessary Inspections.False statements made herein are. punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law: Application Submitted By,(print name): ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF Nta* SS: COUNTY OF n/tixt��ckl/\ Abofe ` being duly sworn,deposes_-and says.that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners;and is duly authorized to perform or have performed the said work and to make and file this i application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed (n the manner set forth in the application file therewith. i -%�� k Lj Sworn before me this _ day of Tpk ,%gz 20V : - C otary Public JAMES MARKER Notary Public-State of New Jersey PROPERTY OWNER AUTHOR17ATlION My Commission Expires Oct 20,2022 (Where the applicant is not the owner) II A i residing at Mov LA a do herebyauthorize )gAA4 to apply on my behalf to the Town f Southold Building Department for approval as described herein. i Owner's Signature Date I Q S (C►�1".r► �.(�r 4 1 Print Owner's Name -- 2 FFQ4C' NG DEPARTMENT- Electrical Inspector II TOWN OF SOUTHOLD a H MAR 3 01122,n 11 nnex- 54375 Main Road - PO Box 1179 outhold, New York 11971-0959 BUILDINs V�ur+ TNgphone (631) 765-1802 - FAX (631) 765-9502 TOWN OF so rogerr(aD-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: —��- Company Name: Electrician's Name: License No.: Elec. email: r Elec. Phone No: - ❑I request an email copy of C rtificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: K t"-f r, J ,` S Address: 'YD Cross Street: `T �_OA U Phone No.: BIdg.Permit#: $a email: Tax Map District: - 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i_1(_A110v-L1 491'7 , 04Square Footage: Q Circle All That Ap ly: Is job ready for inspection?: Ef�YES ❑ NO El-Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size 1.PhF13 Ph -Size: A. #Meters Old.Meter# �ew�Service❑Fire Reconnect❑Flood Reconnect❑Service_Recorinec nde ❑ rground Overhead #Underground LateraIsF11 FJ2 H Frame Pole Work done on Service? Y RN Additional Information: C P � 4- l 0/. 1 PAYMENT DUE WITH APPLICATION rill 'ING DEPARTMENT- Electrical Inspector it : ' TOWN OF SO.UTHOLD H z & qT,56 rn•H ' i nnex 543,75. Main Road - PO Box 1179 8:_ �+ °Southold, New York 11971-0959 oy�o app suiLuItNU L,Toe,phone (631) 765-1802 - FAX (631) 765-9502 OF SOJ_� rogerr(aDsoutholdtownny qov— seand a southoldtown'ny.aov ; APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: CC) Electrician's Name: =' 7T Co f License No.:_S �((�J -/`-I G Elec. email: 7,)-@ Elec. Phone No: �g ❑I request an email copy of C rtificate of Compliance Elec. Address.: - JOB SITE INFORMATION (All Information Required) Name: ; S Address: ")'D Cross Street: ►. t�n }` Phone No.: Bldg.Permit#: email: ; Tax Map District: 1000 Section: Block: Lot:- BRIEF ot:BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ;L�t�►nv � 1� '�` lC �`Zi� 7 o.4Square Footage- 0 -,- 'Circle All That Ap 'ly:� � � ' Is job ready for inspection?: YES ❑ NO Rough in. F..inal .., ; Do you need a Temp Certificate?: Kry E S ❑ NO Issued On Temp Information: (All information required) Service Size' 1 Ph❑3 Ph Size: Z,�A #Meters Old. Meter# -flew Service[]Fire Reconnect[]Flood ReconnectElService Reconnec nderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y nN Additional Information: J l((1 Q��' 01- PAYMENT DUE WITH PPLICATION 31 I I PERMIT# ddress: Switches Outlets GF I's 1 . Surface S i Sconces :a H H's UC Lts i Fans Fridge \\l � HW Exhaust Oven � WAD Smokes f 1 1 DW Mini' Carbon Micro Generator Combo I '� Cooktop Ac) Transfer AC Ii Hood Service 111 _ l 1 Am' s ave Used Special: Comments V .�Uj 2-q Y lU GENERAL NOTES Vrontos Kidni is Rsidence Renovation Addition - Code Anal sis 130 M.P.H. Wind Zone within the Wind-Borne Debris Region-Prescriptive Design r 1. Prior to submitting a Proposal, Bidders shall visit the site and carefully examine the existing premises, the work to be altered and/or demolished, and familiarize themselves with existing conditions and the nature and scope of the work and the difficulties which attend its execution. Reference Standards for 130 nt.p.h.wind zone design: Submission of a Proposal will be construed as evidence that such an examination has been made,and Two- later claims for labor, materials or equipment required, or for difficulties encountered, which could American Forest and Paper Association(AF&PA),W cl Frame Construction Manual(WFCM)for One,and Two- a i '� E AlpK, have been foreseen had such an examination been made,will not be recognized. Family Dwellin -latest edition I N 2l 3Q 2O W 75.03 EL>g5•°t 7"N 2. The property will be used at times during the entire period of construction. The Contractor will American Society of Civil Engineers,Mini MLt m Design Loads for Buildings and Other Structures cooperate with the Owner to minimize conflict by protecting segregated areas of the existing house as (ASCE 7-16� well as persons,the swimming pool,outdoor equipment and accessory structures. Structural Design Loads: Floor live load 40 psf LOT 2.4 3. The Contractor shall assume full responsibility for the protection and safekeeping of products (Prescriptive design to code) Roof dead load 15 psf and equipment to be used for this construction contract while stored on the Project premises. Floor dead load-slab on grade AJIXAA r 21 15 0 rt 4. The Contractor shall be familiar with and responsible for adherence to governing regulations of Ground snow load 45 psf P g g g Exposure: C , authorities having jurisdiction.International Code Council,Inc.and New York State Departrnent of State. Seismic Zone: B 5. All construction shall conform to the 2020 Residential Code of New York State published by the Climate Zone 4 International Code Council,Inc.and Neto York State Department of State. Weathering: Severe -- Ground Snow Load: 20 � N 6. All construction shall conform to the 2024 Energy Conservation Construction Code of New York Frost Depth: 36" PLUMBER CERTIFICATION 0- State (the "ECCCNYS"), as published by the International Code Council, Inc. and Nero York State Termite: M-H ON LEAD CONTENT BEFORE -1 Departinent of State.Construction conformance may also be validated with the use of the NY State 2018 DecDecay. Temperature: SIM CERTIFICATE OF OCCUPANG N REScheck compliance software. p Ice Shield Underlayment: Yes SOLDER USED IN WATER 7. The Contractor is to provide and maintain constant control of dust,debris and lead containment SUPPLY SYSTEM CANNOT for renovation,repair and painting during all operations,including the provision of temporary interior v and exterior protection barriers to safeguard building occupants, pedestrians, adjacent automobile EXCEED 2110 OF 1% LEAD. ad acent properties,building equipment,and existing and new appliances. are t'ootae ® Additions parking, 7 P Pe g P gNew first floor Living Room addition 116 S.F. 8. The Contractor shall keep the construction site as clean as possible and remove demolition and _ 4'-O�' $'•p" f7lrtrp construction debris from the site at the end of each day and legally dispose of same.The interiors shall rim C,, vT} be"broom clean"at the end of each day.Consult with owner for location of dumpster. 1?WV/C1rL FDS '4`'c Z9. Ener Conservation Construction Code of New York State -- 201 �t><w �.nnr-rrar� 9. The Contractor shall restore to satisfactory condition all new and existing construction work Building Thermal Envelope Compliance, Prescriptive as per Section 402 (Table R402.1.2)and other improvements that are damaged as a recall of contract operations. Suffolk Count Climate Zone 4 10. Do not scale the drawings;written dimensions supersede scaled dimensions. y ` Table 402.1.1--insulation and fenestration requirements by Component ( • 11. The Contractor shall verify dimensions on the drawings, measurements at the site, and be ,All exterior lighting PEW McK responsible for their correctness.No extra charges or compensation will be allowed on account of Required Provided installed,replaced or differences between actual field dimensions and those indicated on the drawings. Any differences F found shall be reported to the Architect at once,in sufficient time for the Architect's consideration and FenestratioU-Factor.32 Max repaired shall conform 29.0 n direction before the Contractor proceeds with the work involved. Casements 0.28 to Chapter 172 x ---- o --- - JEW OKS-5?OIZY o -_"-=- o 4'rc Awnings o.2s of the Town Code � � 1 .33' APDiTiot4 2q' • 12. If any discrepancy or conflict should appear in the drawings, the Contractor sha11, before Transoms 0.28 proceeding with the work in question, notify the Architect and request an interpretation. In no case tv __ 32 Glass doors 0. a = -- N shall the Contractor proceed with the affected work until advised by the Architect. Sliding 2.67 ..::_- - -- , 13. Unless specifically.called out as"existing",all noted materials are new. �HGC 0.40 ELECTRICAL- - tc�1'FCTILIS7 R'~QULREi? Casements 0.24 ��'_ 14. The word"provide"means to supply and install. Awnings 0.23 J Transoms 0.28 - 15. The Contractor shall provide and be responsible for any and all safeguards required by any law, Sliding Glass doors 0.24 ordinance, permit, insurance requirements, and Architect's admotti#ion, or that conditions and Ceiling ;1-value-R49 minimum R-49 contingencies require at the project site, including, but not limited to, protection of openings cut ik­ 6"Wall R-20 minimum R-23 walls and floors,for the positive prevention of accident to the public;or to the workmen,or damage or 4"Wall R-20 inenimum R-21 injury to public or private property. Floor(existing) R-19 minimum R-30 16. The General Contractor and Subcontractors shall be licensed and insured, as required by The design conforms substa-!tially with code requirements and is in accordance with U and R values set j o authorities having jurisdiction,to perform the work of this Project. forth in the Energy Conservation Construction Code. + 17. The Building Construction Work Permit will be paid for by the Owner and will be obtained by o+ __.. the Owner's Representative. All other permits required by authorities having jurisdiction, such as permits for specific trades, are to be filed for, paid for, and obtained by the Contractor" Scheduling (17 and obtaining required inspections from authorities having jurisdiction is the responsibility of the Contractor. The Contractor shall file for, pay for, and obtain the Certificate of Occupancy from the APPROVED AS NOTED z local Building Department. DATE: 3 B.P:# 18. The Contractor shall supervise and direct the demolition and construction Work, using his best ��, fU,,} ` ,W`I� � skill and attention. The Contractor is solely responsible for all demolition and construction � means, OF FEE: BY: methods, techniques, sequences and procedures, and for coordinating all portions of the demolition NOTIFY BUILDING DEPARTMENT and construction Work under the Contract. Safe provisions of applicable Federal (OSHA), EPA, 765-1802 8 AM TO 4 PM FOR THE State, Local Laws, Construction Codes, and sound construction Practice shall be observed and I, C-6NI K►J,. 1 TS-e2, C #44A .Y�IS, StTF, FL,& t FOLLOWING INSPECTIONS: EL A4 i 5 21�A-6a� E 75.031 t &L•q7, } maintained by the Contractor at all times. In the event of a discrepancy between the various standards 1. FOUNDATION - TWO REQUIRED of safer required, the most stringent provision shall be considered to be applicable in an iven 2, t�iattCUL1"i"oN P'L#N, y req g p PP Y g FOR POURED CONCRETE situation. Contractor is responsible for accurate fit of all construction including owner-supplied 3. -f 2, ROUGH - FRAMING & PLUMBING Vt/1'`T'Iwk MAIN materials. 3. INSULATION 19. Architect is not responsible for floor finishes chosen by others. PL,�hi ST U'"T!"N MUST 4. FINAL - CON.,,I'; 5. 13U1Lb1NCaGT1aN bTAILS BE COMPLETE M 0. -1 J. 20. Finished grading to code around new construction shalt slope away from house and blend into ALL CONSTRUCTIUN 'SriALL MEET THE existing. * �LEVrT10t�l5 REQUIREMENTS OF THE CODES OF NEW UAiLING -jCH>~Z VL1 , NiI1�6. vtvj14 YORK STATE. NOT RESPONSIBLE FOR Arjh Y It}' 21. Concrete shall be air-entrained normal weight concrete, have a 28-day compressive strength of ELf.C11�1L�-1- pL/�N DESIGN OR CONSTRUCTION ERRORS. �� t �Q 3000 P.S.I.,w/max.slump of 5",conforming to A.C.I.301,latest addition. �(TE. P��lV 22. All dimensional lumber to be Doug. Fir, structural rade, No. 2 or better with the following q t minimum specifications; Fb (fiber stress) = 825 psi, F. vertical shear) = 95 psi, E (modulus of I = SO elasticity)= 1,600,000 psi. ' COMPLY WITH ALL CODES OF OCCUPANCY OR r�� OM A SMv1:Y PRSr $Mt7 `rfisYoulJG `t'cvw6, 23. All flush framed conditions to be securely teco-ed. NEW YORK STATE & TOWN CODES 1A•11p ► YOR5, D^1-Pp WOV, 13, ta79 24. Heating&cooling floor vent panels to match flooring as flush wooden slat vents. Ceiling vents AS REQUIRED AND CONDITIONS OF USE IS UNLAWFUL in white. WITHOUT CERTIFiV 25. All interior trim,casings,etc.,to match existing as per dwgs. �1{�-P}�RdM4�IG BOARD UPANCY Vrontos/Kifnidis Renovation/Addition RUSTEES )F OCC { 26. General contractor is responsible for coordination for all trades. " 1120 The Crescent, East Marion,New York 11939 27. Contractor to repair at his/her own cost any area damaged(site,bldg.,utility)by construction. General Notes,Code Analysis,Prescriptive Energy Compliance 28. Where new construction meets existing,blend the intersection so that no seam or joint is visible. Af? SCALE: DRAWN BY: JOB NO: Yo As Shown ARS 143-1L 29. All products,materials,etc.,to be installed as per manufacturers recommendations. �a L�u �f �' �+��� ,��y 0 RETAIN STORM WATER RUNOFF [� .� 30. Contractor shall protect all plantings designated by owner during construction. PURSUANT TO CHAPTER 236 �"- 31, Minor details not usually shown or specified,but necessary for°proper construction of any part OF THE TOWN CODE. �"� �* ;.r Cl IECKED: ISSUED: REVISED: AUG 2 4 2021 �� ` > •` ARS 5/15/21 of the Work,shall be included as if they were indicated in the drawings. �,F .gig �Q' 32. All work to be coordinated by genera} contractor unless otherwise noted. Any substitution in ,,TG D17•�1"I . OF specifications mast be submitted to the architect for approval. � ,PLUM EjING. ,, 1BU11.DrNT `;VN n Sf•)ITF'ilf?tJI ?ATS.PLUMBING W ,&-WATER:I.INES NEED'; T l`10(`tE1 OBE.COHERING-- -7 C"Rmmp FuFIL, Ott.IrmK, NORTH r T- 4" T 1IMMDVF- flowc, 4TO0104 STEre, �V-16T'& WALL, I L F WALL TD a KeWK/to KEAADvf- rop cou)21c3f : OF B'KICX HATHWDT'FS cx VfA I K EMWE ALL W I N t24W5 ETov r 4 POOR6 A6 SHOW &LAAA VOOM F're,2 1 j I FF/AOVe ALI� tATHWOM, /lip F L I.&w C E r-1<nJKf5. KoUdH-N LOCATION15 TD IZEMAIN, GUT 5ATHr-00A5 OF TILF MAW BEL?Room - Gam', WW"BD., K CaFrALU6., L,ivi we,/21w IW& ALL CIL. rX-TF-K1Dr- LIGHT FXIIA'Z 4 L,Wf; or KOOF KIP65 i3ATH 2 k, 001—, y�4 f=.=.= Jj &,A K A Cr- H A,LLAAI A-r 13K, � 1 w 7 12f1pwvF, ST0019 T ION PLAN Vrontos/Kifnidis Renovation/Addition 1120 The Crescent, East Marion,New York 11939 Demoliton Plan SCALE: DRAWN BY: JOB NO: As Shown RB 143-1L, Az CHECKED: ISSUED: REVISED: ARS 5/15/21 0 045 OF 8 m—M 2t-�I 2.9`-pli I8r_ 411 I n I K I Ir t tt it I q r t, r ?-O 7� 0 7 -U 7��-0 2-� 7 -I1 y �tt I { ( MGA ]vA-tW .EAb+t'(SOV-NL 1 J— L J L L _1 ! A I t_ n l ,I I I w f # 4- X MGAD W0017 R75T ON 1t-� x 1 -(0 >1. II-0+r1' GONG, Foo-nw_-v TYI, rMCA -Mkj"I t7>'&-M (3) a,,,, �CAI+lTEL�Vt;#Z�p� I � TIT c4 co U1 L 1�T �1�i�T.` N I ,► F 'AM t'r ata>�av C.Oi iG F> tN e > 3000 I°51 t,} -.. I _ I 12 K ECo w CANTIN. I1tt7 !N ., ' q-" TISK C4'44 SLAG Itt} P W (a. 5 I lNF t.l+�' e'0i-fr'��3' 2.0 w � " i w,/ W y.Cc"- 10 10 wWM 1 �/ , ►M y MtN Gt�tJG. Crhl . ,A! !tat<t TOS or "ftp 5 V aT ----� --- . 2-� 4-v ac, OVOK ; . ti NE-W A,='r(0 -F I W/TON � ernM&.. _BOLD T1W&e- , L[, t=c�o P MG5 Te> :ra MIL'Ptt--ye-n4yixwe V b'r i ,�g }=- t cyr DN W-tateTlpi7 VIP491 l! 'ti., Cryo F0JMVkT104 WA-,Lt- 600Th*) TO t°1qov1m 1*1 Gaicwam ��� r -K� � MEL. TROML FINt9itIp 501- +4 WMA10K P-AM OF WA!-i. FArA TP ALICSI W/WgT'irs_ ars rf".• ' AN 1 ' T:. .. .. .--•t r-•.. ski. ► . p,,•Il -ittctc f'C.�lt��i11 Pt f►.G�.��-�i�' +ihi�b C-04ozm +Ic z-:5XO pv PPZV1t 5 VegrIGAL. r .? o :� �. ..,«.., ».� �" t. 1 UNOM FTS f�.EIM . i e3 4� I � w. �., f tloi�IzOt.t�rat, Mgr- .* I° ulc o�t� 1` wt NN ` ' It!OF w�,l.[.,t -t ofd 5 L AT Mtv wtIfaT r ii.�. • .' :.-:.,<, x ,c�► , zh pelgr- Trp HAUSA MIUIMW YISt.D OF G01000 PC,iI 7711*777 MA. - .., "� � 1�'..�.�''4'•.f:YL�. .�.+D;�: I�°4 �`f� trVt�a��alcv j '1:��.t�4•. �.�:��►�t7;G..... _ "` = C.: �Jtn 3tS Fi.L 4 j0IM.-A t✓�:Jath � ' : L— _j L ..! _ ".it q/ '' Itt ,� .;�.. ; IIruH ( 4-X $ MGA lm kms a . "f A'tsia .AM (3) 2.X f2...(GAt�f'i 1D� L�Vt �'.S 'I Ali I — t CUT �It~#t Gt?I1G.FKV, WALL• 1 Qt1A1:. 9-o FOAL --TIES', NC�td k % m owe-4 5 Isugv,-n s5 e z+`v-G, �n 41I !d t 1 8-c`s, f© 2'_Ow TION WA 4, fPT6K5%TWtj!k 1�1t.I,. 3/4n 4b POO.69i 4 GOUT TIt a�IVuy Cott 4,MO e✓>QIKING I'OUWPATION. T`f , -518" TYrI-.x 1&(f01 f4SVI #S. 1T•I G� I /Af-C,HAN 1 GAL. WAI MOPrlCa 2,)4105 C Ita"0.6. F�R J5M AW/F, - 7�p 11ARjuoi-DCCT- raxi omr p maemT, I I., _T C. UP Ail lyp mSw antf°Im GOL,(2. Fwb);PIPE 3'/2 Y-G✓TtQow` I . n 31-6;I x 7t-2 x 1-0"t5P GvNG t 7-t?i, . EX!5T Cv l�1�hNT I'T 7/0 St-P�►'(?7 5/0 I"L7L#'.J�:TS IN `:' UN 15XGAVATet7 EX lST'G OMEN i%./ S iT �q � „ f35 �- 0 4 F n1 �I Vrontos/Kifnidis Renovation/Adds ion 1120.The Crescent, East Marion,New York 11939 RFMOVi TOIL' OF FOUNDMrICK WALA- Partial Basement Plans DOWN10 do MI-oW T/O FXIST,G 51� w -- - :SCALE: DRAWN BY: JOB NO: ' As Shown RB 143-1L ARS CHECKED: ISSUED: REVISED: • tY111M I I I •yl AMN ARS 5%15/21 or• 8 44.{• I7�t :�u' „3v 3 a r".:. J..A.ey :� `.# 'cj?Y,±::}:f'y• F`-7? yg3f,J•::�` ' """ " tz;kc, x 4`�''• ,,.•a•,. ............. ............... ------ 15' - 10" 9.0 51/4"-\ 4.23/4''17.0, 81 . 011 R.O. CAL6C-p NoTH r, AWVC- AWVS —--—------- UZPECK HL v . . ........ �7 ..................... F r K 0 1A W STL F ................... ................... H f_AI; M F J ............... ............ ........................... . ... ............. .......... .................... .................. ....................... O 1,6L Ct)L.. Aw.*, PIS 60L, 40 ........................ ........ A 12. PZ�OF 1,ZA v- 1z Rox- WTMIF�S 1(b 016, - ---- ---- .................. ............. I-T Ilk HDW qv-e LVLS LIVING %u < 4 3'/2 x 117/8 FA9*1,4m rLUSH W/ 15f-AA �yv x It 7/$` LVL' 05 W/ft)5/t,'. 11 STL ?:UT64j PM W A014. d P.Z.K 1 :z (4) MSL voitir LIWF- or- 90OF xlv&F- 04 is f 15AT'H 1 Z Ir BA"RM 4(C OVM AL4_ tgFO5 6p WOOF S*rU 06., 3'1x'' 40 I, 6* -01/2." CS 26.68 __. .. H.AL.L HAL 1,Wo6-,Y r! it -41" w -1 2- (Y , _ _ _ _ ___ _\1L - --------- ........................... _ __ _ Iz o 5`8 K.0, ........... ---------- ................ Vrontos/Kifnidis Renovation/Addition 1120 The Crescent, East Maiion,New York 11939 Floor Man SCALE- DRAWN BY: JOB NO: As Shown ARS 143-IL CHE CKED: ISSUED: REVISED:' R13 5/15/21 AATF 0 .3015 OF 8 40' 5�- x S 4 f'5t. "T ------ -STROCTURA4, tilt - ASM: (2) �� "�K 14- LVLti W1, ` n i (TY10 F,ttb 5tlt T �I) %g" x 14 STEL FLiTG�{ 1"f,A`f"[✓ ��ANTiL V t2Eb) ��TRRyG'Tt1t7AL tZl �AM� . a- I X'r tD Lx4 ptzA JrD•— --IY,,+ MtTkIG65R rttAJ7M-�Z VSP!5 9 1 c 0.0, Ar RAKE WAI-t. UP"I'O�'✓ G�tai- AT-rib �-is"r�arlc�uoot tr %V0V I � TO M SLPe OM.&L o 5 t a of~ tuntvtau�� ri .T eTTe'" Mn WAt.t., 1 " PKIM� IWWWW�YNN�r 1N�+TALI.A't'tG�f�l, F'L:UyFL 8ErW: (3) IV x t'1"V uv('ei W/ ' ! i .".»W.-WW..•• k" TOP OF PLATE -----L E3V: ANt N `IWO- Aker,tl t, ltJ t"��ZtofZ STAGFctNG u ------"� "MUt-TtGGtI7E't5LtbltJG �5 511r-1Rca 1itC .7lQN. NAL►L � `' `" �. j �t�y( i � �1,.Tty.I�IATE N° 1 = ti ti _ \ !I I mm- 2'W` Kee tJ, �f:1Nf: ��-t�1t=.L Ct-IDw& I Nl.�yb 1CoPla 11 '�k I ti NEW MCA< cfl w _ ---�--•ht.IG14 T/0 NSW nVITION F1N15HE7 I~LD'DiZ Wm U T/O PX,19T'l� APJACS lT FUSPH t7 1="VF. I~ ! i r 'rop vr+ St1t3�L 11 Fal CSE 1 f ML-W :/t G� Li ( it V r'oL:/.'r NSW IP , ,, 9AW Gill' MOI s 2,-V Lar TK I. t..� OF COMM, t=Nt;' WALL,.. I f 1 � ' L t � � t�1`f�► t�4NT ------ - --hLtGN V0,New. exiST's 5LA55 ! MGA 1 x 12 SOL.Ib m"INCa AT 5?A�4 MI1�IN'C MGA 2 x 12 VSGK >JOPaTO e 1Gi t o,G- Mit. SAW GtIT tket.We StAi p6 tZtrGttb t. •.r i- +� _t - -- - L i FOR NEW t=TG- t�ttt-CTO I0ATGH AaJACe-Wr Gtr � � t � Tt�' tsF,W 9"tHK. MtNF GONG. 1=OUNVATIt'JN tom/WL-" #Z-1W COW, PrCv-_ - ALIGN e55 1✓KV, PLAN1 PW--' u°3,Fes.VeRTrAt. AWv 1.itS .NT FL.At.I HOE2IZC,�N7AL tty� 1 �tZ "�I'UaL1 "T: /k ( Ott - �/.�{-" X WL A,•� 1=G JOo.G.f�'� @ Katt P+rtA7C. -----•7%'t 7HIel K-3�9 "ROXUL.I MiGTlOt t FtT "coM a�zT STT" iNBUUL. 5Y "PVCKWOOL" fi Vrontos/Kifnidis Renovation/Addition 1120 The Crescent, East Marion,New York 11939 Building Section &Details SCALE. DRAWN I3°t: JOB NO: A C AsS6%vri RB 143-1i, CL1� <''d4�A�2 C1II-CKED, ISSUED: REVISEtT. ARS 5/15/21 O OF 8 ' ��'` sy r t, �1;^a.,•ti.gar; sr:• �y,',�.. ..,,' ;tw,� -p�.� ....,,;,w�',: a„�x.1;.�,g.:”. r , I y i _f f- .......................__.- ...._.._ _L - - i LL—j j --- - - EAST �-L�VATIDN - 1 i 4�� _i —" -� _..... ....... +F I 1. i ... r I - i i ! j I f , I • W�5T tLNATIDW Vrontos/Krfnidis Renovation/Addition 1220 The Crescent, East Marion,New York 11939 Elevations SCALE: DRAWN BY: JOB NO: As Shown ARS 143-IL. vq6 '{ CHECKED: ISSUED: REVISED: RB 5/15/21 Or 8 ._ L ���� <. ., .:`,��,,�; .��' r.�';" "z>�s�.��',y.tzj„F�,"'�,zP".:tri.`�.'tJFr`0�'::r{�ia:.._::c-_8�✓#�N.. 7 s Et •�� aE t § TO `y hety # ata r ; I Nailing Schedule 130 M.P.H.Wind Zone within 1 mile of water Joining Elements Method Nail Type Nail Spacing & Number Roof FmnllEing Roof rafter to top plate toe-nail 3-8d per rafter Roof rafters to ridge,valley, tae-nail 4-16d hip rafters face-nail 3-16d Ceiling m�aat t+o top plate toe-nail 3-8d per joist (Note With ceding joists installed paraltd to rafters,the sum of the taenai'ts in the ref ter and cei'ting joist shall be a minimum of 3.) Ceiling joist parallel to rafter face-nail 3-16d each overlap Ceiling joist laps over partitions face-nail 3-16d each overlap Blocking between rafters toe-nail to top plate 3-8d each end Blocking between rafters toe-nail to rafter 2-8d Collar tie to rafter face-nail 4-8d through overlap Rim board or subfascia to rafter end-nail 2-16d each end Roof High Wind CHys and Stz� Ridge tension strap to top face-nail 6-8d per rafter of rafters Roof with ceiling joist and face-nail to rafter 6-10d per rafter rafter connection: "Simpson face-nail to double top plate 6-10d per rafter H10-2"hurricane ties yach rafter) Roof$}t4e�tQ At roof rake& lywood sheets 8d 4"o.c. above rake andlookoutrafters Within 4'perimeter edge zone at edge of sheathing 8d 6"o.c. (Within 4'o f the perimeter edge of the infield of sheathing 8d 6"o.c. roof,including Con all sides of the roof peak,emw and gdge edges except at roof rake and lookout rafters.) Within the interior zone of at edge of sheathing 8d 6"o.c. the roof(More than 4'away fmm the in€leld of sheathing 8d 12"o.c. roof edges and peak.) Covering piberass/ alt strip roof shingles 6-12 gauge shanks per shingle (Hot rpped,�nized steel Waifs with a minimum 318"diameter head,nail to extend min.1/9'through roof deck,ASTM E 1167,of U.S.A.or Canadian mfg.) WAil.IFrA>rni�ttl;: Upper top plate to lower plate face-nail foot Top plates at intersections face-nail 4-16d joints--each side Stud to stud face-nail 2-16d 24"o.c. Built-up header,piece-to-piece face-nail 16d 16"o.c.along perimeter Continuous header to stud toe-nail 4-8d Top or bottom plate to stud end-nail 3-16d per 2 x 6 stud Stud to sole plate toenail 4-8d Bottom plate to floor joist,rim joist, face-nail 2-16d per foot and joist or blocking Endwall corner studs(Shearwall) face-nail 2-16d 6"o.c. Sheatwall plywood panel fare-nail 8d 3"o.c.®perimeter edge Walls High Wind Ties. Straps and Anchors Header over jack stud at non-impact face-nail 16-10d per strap glass windows"Simpson#LSTA21" 0 required @ each end) jack stud to rim joist 0 all windows face-nail 14-10d per strap "Simpson#LSTA18" 5/8"mudsill anchor bolt embedded 15" 6"-12"within end of each plate,6'-0"max o.c, max Corner Holddowns(Osidewalls) screwed 14-1"x.ane SDS per O own "Simpson#HDU5-SDS2.5 embedded 111/4" 5/S"die.anchor bolt rod per holddown 3"x 3"bearing plate screwed down with nut startinend of plate,i per bolt V-12"within "Simpson LB 5/8" Wall Sheathins At all locations 8d 6"o.c.at plywd.edges 12 o.c.in plywd.field Floor Framing Joist to sill,top plate or girder toe-nail 4-ad per joist Bridging to joist toe-nail 2-8d each end Blocking to joist toe-nail 2-8d each end Blocking to sill or top plate toe-nail 3-16d each block Ledger strip to beam face-nail 3-16d each joist joist on ledger to beam toe-nail 3-8d per joist Band joist to joist end-nail 3-16d Per fort Vr6ntos/Kifnidis Renovation/Addition Band joist to sill or top plate toe-nail 2-16d per � 1120 The Crescent, East Marion, New York 11439 Floor Sheathins Nhiling Schedtoe Misc.Details At all locations 8d 6"edge/12"field Fye AI�Cy/ SCALE: DRAWN BY: JOB NO: � rRcr T� As Shawn ARS 143-1L <1 b. Ceiling Slieathin „ .. Q , f� 2CA, Gypsum wallboard 5d coolers 7"edge/10"Pietd t. 1 CHECKED: ISSUED: REVISED: Window Pro esti n ,9T ��p5 �pQ ARS 5/15/21 Structural plywood panels mechanically fastened 2 1/2"#8 wood screws 16"o.c. OF 8 7/16"minimum thickness • FSTN=:..- WO KT H Split wired"tale Duplex Rewe 77 -Duplex Floor Receptacle G.P.I.Receptacle 0= Quadruplex RecepWe Weatherproof Duplex Rede We R om Range $ Swibofi Jamb switch. 34YAy Switch Dimmer Switch _--•� Telephone Jack Cable TV Jack / \\ 'Doorbell orbell / _�--- _ \\ {} Adjustable Low Voltage T IF \\\ Rctevsrd Light Pixtu v Udder Cirri*1XD W rnax light string 2700 Kelvin WP FO WAIT Mounted Light Fixture(type to be aaelected by owner) D&wMigM Pendant Mixture qD 5cMece'Mounted Light Fixture 9-O :3-0 � i Track Lighting ,t- 1 r. i fi r at nirpme Outlet Sufface Mutt W P&d&e Pan 44 / *0 Thermostat 3►_ unnidlstat Controlled Ekbaust Pan � � 1 C.arbo#t ldono lde Detector Smoke Det#ctztr Cmbined Smoke and Carbon Monoxide Detector . f( E ^• Arc-{malt circuit intemrp#er 10 .... .._ ._ . .� _ _ fBrddW Mo.;dhf --- -- - �f Y _... fie. iI / I. The contractor shall provide all labor,equip.lir materials and perform all operations as shown on i w / _...... ..-. ` 2 The installation shall be in accordance with the 20M Residential Code of NY State, the National Electric Code,and all NFPA regulations mid municipal ordinances. CA A eF" 3. The contractor shall obtain and pay for any perrrdts required for the installation of the specified work. 4. All electrical e. ulpme nt shall be U.L.approved. r dALL .� ;r.- 5. Contractor shall Ornish fire underwriter's inspection certificate. TO 1385N/ \ { I \ ��. a �r-""�.' 6. Recessed ceiling camas dnvghort house to be Il Ds by Hato,Llghtolier with white housing and rims GFC! £ R \ ,� )~ or architect approved equal.Mini downlights to be LEDs. c l � • 7. Recessed light over shower with diffuser by Halo,(alternate:Lightolier). 8. Ceiling fans for bedroom,s le and brand to be selected by owner. \ 4. detectors-provide J� 4 interccnraetted,cion-icmization type every bedroom(as req'd.),hallways=thin 5'of kitchen.(if not present). 10. All switches and dimmers to be Caftan or architect a S le and color o£ des and switch plates to be wise'by Owner. ��� � � 11. Provide whale house surge protector at panel box. 1 \ \ 12. Carbon mcmmcide detectors to be placed in a common area on any story having a sleeping area,fuel- "f R �. .�,` fired equi t of fireplace,(if not pregent). 1 \ t 4, r 1 13. Corzt=non stoke and carbon monoxide detectors we permitted if UL listed for such use. ` 14. Both smoke and carbon-memo»ride detectors to have interruption battery back-up. 15. In new and renovated bathroorns and in renovated connect additional receptacles to GFI circuit on main electrical 16. Panelboard circuit id�on-All circults and circuit modifications shall be legibly identified as to their dear,eft and specific purpose or use.The identification s;Mall include an approved degree �R (� of detail which allows each dmdt to be dWinguislhed f m all others, pp�thmms containing -- t unused devises or switches shall be described accordi y.=enatifzcation shall be ,�''F'E ' r ` included in a circuit directory located on the facie of the panelboard er sure or inside the partied door. f ••. l Circuits shall trot be described in a manner which depends on transient conditions of occupancy. If j r ttiti° LLK- Vrontos/Kifnidis Renovation/Addition R if 1120 The Crescent, East Marion,New York 11934 7, lk Electrical Plan SCALE: DRAWN BY: JOB NO: 4? As Shown ARS 143-IL 4. A 2 CHECKED: ISSUED: REVISED i I95T Fi.VVt, �l.. eGTRIGA. FLAW : �" � '`" -: _` ___— � �..— r..— ...- er d-�.. Rt3 5/15/21 _._.. _.._ �.... o spy toe �¢{l. - �I -o n NE�� OF 8 �� ;Yx:' S;-,ei��'5� _ �y..::b�.r-`• :• ,-.7;L�fi.:'�'�:";^'Y.'.s.`:�;'�.�-a,w�,,u�-`,y5�»�:�,._, �..5.:�.� "- •-- µ ..'Vi " �#^!;� M�' �t `l�'.'�{s+�,�'�',��-�:,,;,w7s".d• yxr�-{f, 3e,^- ",:k�..-i-�`,:«;.e �"� i