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HomeMy WebLinkAbout46840-Z ��O�QSi1FFOty Town of Southold 10/20/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44671 Date: 10/20/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 695 Town Harbor Ln., Southold SCTM#: 473889 Sec/Block/Lot: 63.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2021 pursuant to which Building Permit No. 46840 dated 9/17/2021 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 sunroom and terrace to existing single family dwelling as applied for The certificate is issued to Roselli LN Rev Liv Trt of the aforesaid building. 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46840 4/12/2023 PLUMBERS CERTIFICATION DATED 4/20/2023 Ndy lu bing LLC A o 'ze Si nature TOWN OF SOUTHOLD SUFF8,�c y` o BUILDING DEPARTMENT 22 4 N x .1TOWN CLERK'S OFFICE SOUTHOLD7 NY VO _ �1 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 #: 46840 Date: 9/17/2021 Permission is hereby granted to: Roselli LN Rev Liv Trt 145 Seacord Rd New Rochelle, NY 10804 To: Construct addition and alterations to existing single family dwelling as applied for. At premises located at: 695 Town Harbor Ln., Southold SCTM #473889 Sec/Block/Lot# 63.-4-9 Pursuant to application dated 9/13/2021 and approved by the Building Inspector. To expire on 3/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $895.20 CO-ADDITION TO DWELLING $50.00 Total: $945.20 Building Inspector pf SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlini-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roselli LN Rev Liv Trt Address: 695 Town Harbor Ln city:Southold st: NY zip: 11971 Building Permit* 46840 Section: 63 Block: 4 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Harvard Electrical Contr License No: 47017ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 54 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 17 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO Detectors 2 Sub Panel 80A A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights SLED 7 Emergency Strobe Heat Detectors 1 Disconnect Switches 45 4'LED 1 31 Exit Fixtures 11 Sump Pump Other Equipment Hood, Oven, DW, Micro, Fridge, Mini Fridge, Towel Warmer, Dehumidifier, 80A Sub Panel 24 Circuit/ 8 Used , Notes: Wired Sun Room, Mudroom, Bedroom, Hall & 4 Bathrooms Inspector Signature: Date: April 12, 2023 S.Devlin-Cert Electrical Compliance Form Soo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CIO P.O.Box 1179 RA Southold,NY 11971-0959 'I ; z BUILDING DEPARTMENT OCT 1 0 2023 TOWN OF SOUT]H[OL D Building Depart'vnent lawn of Sou,!, old CERTIFICATION Date: Building Permit No.—q U ?q 0 Owner: ��SG zQs-eA,_1 (Please print) Plumber: �'1 a\rl v Bbl!L\ lease print) 11 I certify that the solder used in the water supply system contains less than 2/I0 of I% lead. umbers/§_iignature) Sworn to before me this day of �k 20 GEORGE FREDRICKS NOTARY PUBLIC-STATE OF NEW YORK 610.01 FR6031229 OUa(if!ad in Suffolk County Notary Public, EX.J�� Y'ount MY Commission ExPir"00,27 2026 �aOE SOUT1, # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] 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 REMARKS: dl� DATE INSPECTOR O��pF SO(/T yO! 1y /`' f�•Y►N- - - -- - - TO OF SOUTHOLD BUILDING DEP . courm,��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ItA LATIOWCAULKING [ ] FRAMING /STRAPPING [ ] L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ I RENTAL REMARKS.AN 4 En, 4-atcla-A n e c�c 1. ' oAa it e%.F DATE INSPECTOR ' O 1 O ,`o�a�P SOUI?,olo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATI0WCAULKING [ ] 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: 4'" � (i� G Ag-' AAVI, I il IVU IA m, - on 44K DATE INSPECTOR SOUTgolo 4 Gaqo to C. _C�'I�IV�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: 1 ivb rAIM,- VIL-get 21 C, — (OK DATE Z Z INSPECTOR 50UlyO * TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] E C/O [ ] RENTAL REMARKS: tC� Y vwl (10 &- m DATE INSPECTOR Anne Surchin Architect - SEP 7 2023 September 7, 2023 DUUMING DEPT. Southold Town Building Department TOV Southold Town Annex Southold, NY 11971 To the Building Department: Re: Roselli Residence Renovation/Addition This letter is to certify my field observation of the insulation of the walls (R-23 for 6", R-20 for 4"), spray foam in roof R-49 minimum, floor plenum (existing, R-30), and window and door jambs at 695 Town Harbor Lane, Southold at the Roselli residence. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements for prescriptive compliance as filed, under the current 2021 Energy Conservation Construction Code of New York State. Sincerely, dam.- -c.�-�i,� , Anne$urchin, R.A. E '9T a° 05 ��Q• F o r�N • i 1 ' Cti7�iA\ 1 �' c IIri1��G��.R'I 866-370.3806 r r � .G� irW}•` r, Am s. r I-r t" ' _c ,ri_ 4 s A Anne Surchin Architect May 1, 2022 MAY BUILDING DEPT. Southold Town Building Department TOWN OF SOUTHOLD Southold Town Annex Southold, NY 11971 To the Building Department: Re: Roselli Residence Renovation/Addition This letter is to certify my field observations of the footings with rebars, foundation walls with vertical rebars, form ties, and waterproofing at the Roselli Residence, 695 Town Harbor Lane, Southold. 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. Please note that I directed the subcontractor to enlarge the footings from 16" wide to 24" wide with 2 additional rebars since,upon excavation, we found several veins of clay. Respectfully submitted, Anne Surchin, R.A. X %f Y F OF , E�1 r r -as r i r,- �� -�:." '�`� �: ,' wY� -w• lam" r � � SOON all j may,! lokjfVr4 L ■ all slit us Its 't ,_4, a -J . V ~ W-M t Agom • t y � 1 v• • I y` "'`. � '•lam. t i r-- • � 4� - . ,'gym'". ��'. ♦ ._7.`���. - ANN!nIT g5 ��� �� rs•cc o�CS) ar F66Tt�NC5- 9 NMI o 'hyla;� f. ' ��J... ��..+�•. � �- .Y � 4� � �r t '-..�� f moi• t r' � �oa-r-r�► Ss �Q��p + V�Rr�c_.��_ �f$d,es � k�w,�YS g [ ]f - V. _ - 1 e �_ _ of, • • MLr r� Wiii,-r C t P,06tv I K 6 Jit t Q r--D amm lam Ilk1 A f — - +$ FIELD INSPECTION REPORT PATE COMME S , FOUNDATION(1ST) ------------------------------------ C � FOUNDATION(2ND) th z DIMSSV✓!/ �' � _ H ROUGH FRAMING& PLUMBING 40 CIA INSULATION PER N.Y. GOV y STATE ENERGY CODE Ill Y 'G OI FINAL n v0 lzo ADDITIONAL COMMENTS 9!--a-' ax 6er 150 .00 rec.`s 11 c Z a a ax k. 214 I-- w � w z x - b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT N� Gyz� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldton=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: DD S E P 1 3 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. ,TW" OF SOUTHOLD Date:9/8/2021 OWNER(S)OF PROPERTY: Name:Lisa Roselli SCTM#1000-63-4-9 Project Address:695 Town Harbor Lane, Southold, NY 11971 Phone#:914-557-9900 Email:inr0206@gmail.com Mailing Address:145 Secord Road, New Rochelle, NY 10804 CONTACT PERSON: Name:Anne Surchin Mailing Address:P.O. Box 1201 Phone#:631-765-6364 Email:surchin@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Anne Surchin Architect Mailing Address:P.O. Box 1201 Phone#:631-765-6364 Email:surchin@mac.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email:, DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition BAlteration ORepair ❑Demolition Estimated Cost of Project: ❑Other $500,000 Will the lot be re-graded? OYes BNo Will excess fill be removed from premises? OYes ANo 1 ROPERTY-INFORMATIPU-, ------- L Existing use of'property:Single bmi.IT residencei;tV.$1ngl6%rnilV residenceIntended use of property: Zone.or use.district in whith premisesjs situated.: Arethere any covenants and restrictions with respect to F R-40 -- rdperty? OY WN W thisp.- eso. YES,PROVIDE A COPY. A -a ing* .siq_np;_r1q16""_' OiadbY- heck`b6i�': ft d' �1 14ion.e., Okqk; 00rb—nerr_1�' 0 6iniiq4iid:b Id :Qilinante of the Tawn of Southold,,APPLICATIONSuffolk,,c N 11din auditions;aerO?n�ofor 4%e4MPAPPI �a Mfv In "a e� emnare. r -f.'#Nh1!S Oqslpk�' dq.� Ise"s't'a-t-emeiii0�"d`h' spewo Fb up 4 New York Statepenal law . Anne Surchin Application Submitted By(print name): @Authorized Agent: 0Owner Signature of-Applicant: Date: STATE OF NEW YORK) SS: ,CCIUNTYOF ")C'ff6 -64(4) n brf being.,duly sworn,.deposes,-and saVs that,(s)he is the.applicant '(Name of,individual signing contract)above named, Agent ($)he.isthe (Contractor,Agent,Corporate Officerei.c.), of said owner or owners,and isdulyauthorized to perform or,have performed the said Work and,to make and file this application;that all,statements.contained in this apolicationate true to the best,.-6f hWherknowlledge,and belief;and that the work will be performed in t he manner set forth.in the application file therewith.. Sworn before me this . /. day of. be tr 2,01-1- ( NotatV.Ptiblild ®AE GON KIM PkbPEFtTY OWNER AUT HOWATIONotary Public, State of New York License Number:01 K16392677 (Where the a'ppjicant,,is not the.owner) Expiration Date:08/19/2023 Qualified in Westchester County Liscq Roselli 145 Secord Road, New Rochelle, residing tit- New York 10804 Anne Sutchin do hereby allthoriie to-apPiiy on .n1y of Southold Building Department for approval as.described'herein. 10Ca Owher-'s.Sighature Date Lisa ROselli: 5 t4_ 10— S Print Owner's Name f�Qg BUILDING DEPARTMENT- Electrical,lnspector TOWN OF SOUTHOLD Town Hall'Annex- 54375. Main Road - PO Box 1179 �� Vr Southold, New York 11971-0959 t �,�� ��p'�l .' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ansoutholdtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/29/22, Company Name: Harvard Electrical Contracting, Inc. Electrician's Name: Michael P. Edwards License No.: 47017-ME Elec. email: harvardelectric.li@gmail.com Elec. Phone No: 631-484-3493 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 1524 Rocky Point Road, Middle Island, NY 11953 JOB SITE INFORMATION (All Information Required) Name: Lisa Roselli Address: 695 Town Harbor Lane, Southold, NY 11971 Cross Street: Main Road Phone No.: 914-557-9900 Bldg.Permit D M. 0 email: Inr0206@gmail.com Tax Map District: 1000 Section: 63 Block: 4 Lot: 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE.(Please Print Clearly): New wiring for Sun Room, Mudroom, Bedroom, Hall and Jl Bathrooms Oy Square Footage: 11,058 Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood ReconnectOService ReconnectOUnderground QOverhead # Underground Laterals 1 02 H Frame M Pole Work done on Service? MY FIN Additional Information: PAYMENT DUE WITH APPLICATION =�'� CP PERMIT # ,�. g Address: , Switches Outlets GFI's• e ` T Surface (O Wj� ►? Sconces � 1 H H's 0=7 X11 Z� � I UC Lts `' � Fans �Z, Fridge HW ExhaustcIl Oven ( WAD 5 Smokes DW Mini �� j Carbon Z Micro Generator Combo 1 Cooktop Transfer AC`I AH 1 Z Hood ( Service Amp��,�s Have Used Special: 4,,l IAA-"'enCt/ O (Q�� B Comments ��g�FFOL�`o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/29/22 Company Name: Harvard Electrical Contracting, Inc. Electrician's Name: Michael P. Edwards License No.: 47017-ME Elec. email: harvardelectdc.li@gmail.com Elec. Phone No: 631-484-3493 0 1 request an email copy of Certificate of Compliance Elec. Address.: 1524 Rocky Point Road, Middle Island, NY 11953 JOB SITE INFORMATION (All Information Required) Name: Lisa Roselli Address: 695 Town Harbor Lane, Southold, NY 11971 Cross Street: Main Road Phone No.: 914-557-9900 Bldg.PermitL ' . (, email: Inr0206@gmail.com Tax Map District: 1000 Section: 63 Block: 4 Lot: 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New wiring for Sun Room, Mudroom, Bedroom, Hall and (2) Bathrooms Square Footage: 1 1,058 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES VNO 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 # `oa V GENDOT HOMES, INC. A57 Jl PO Box 534 Wading River,NY 11792 Phone: (631)929-5870 11 QCr ' Email: infogGendotHomes.com 10 43 October 4,2023 TOWN OF SOUTHOLD Building Department Town Hall Annex 54375 Main Road PO Box 1179 Southold NY 11971-0959 VIA: CERTIFIED MAIL RE: Permit No. 46840 695 Town Harbor Lane Dear Sir or Madam, Please find enclosed the original Plumber's Certification and original Electrical Compliance Certification pertaining to Permit No. 46840 for the property situated at 695 Town Harbor Lane, Southold. These were the last documents requested to close the permit. Please forward the Certificate of Occupancy at your earliest convenience. Very truly yours, GERALD SIMONE,President /mz Encs 1. Plumber's Certification 2. Electrical Compliance Certification CC: Lisa Roselli via email: LNR0206@gmail.com SURVEY OF FROFERTY SITUATE: SOUTHOLD Tom OF SOUTHOLD -- - - ----- --- -- - - --- —��, � ---� -------�o�q��- ---_ 1i=FOLK GOUNTY, NY SurZVEYED 12-01-q9 AMENDED JAN. 21, 2000 FOUNDATION: MAY 8, 2000 `` FINAL: JAN. 03,2001 Opp' C> SUFFOLK COUNTY TAX # 1000 - 63 - 4 - Q CERTIFIED TO: BARRY NOVIGK C•OMMONViEALTH LAND TITLE N G fN5l1RANGE COMPANY d G\\ Ki OK iig •.l a .,__ _ _ ... - .aw,•,., \IPJ �' ���'• �\�;`.r:\,.,";... _ .� - i�'w.:"��^ i.t�<•'':�•:Ji.:.� �''—�-.i.'.._ ��.i~=:�Lrritna..'.:3 �( �J OC� r 'i`�:\'�:�:�. .� ai c �y..x_ .•�•. ,-Y--.- .� .-►c` A _. 1_.'a- .._•c^,_ r cdG\S �c SAY 2 5'~2001 _�:.. : 'iPJr1- 99 4;� ! --- ••-- -- _^.-. -. .� :y..,..�._.,.. 8 oQ°\ _ �i��5y � � � •moi - - - - ° SEP 1 3 2021 Tic 5":�;,�r•'_... _. ._�•_ . '.' _ .__... t':.•y:�.a, . BUILDING DEPT. qo TOWN OF SOUTHOLD Vt - 7� ' � �'�� fin$� k• t J �� Pr C-3--r '� C NOTES: 00 °C SCP! --Qr ,.. 102 jOp MONUMENT FOUND `� I •�\ ,^I\°' ` � � -' • P V � ,acauclio{ea.aleefaii�o ar aali^.aH�a avrey . - '� mo naarela- cene3'�a �ra�a.}ext as x >7 raa:at can.n) <Cien 72F! am-ara3ada.2 ar cM ' j � # +•l� kl7taafK$CatebE�la1 Lal- O,la'^ae.:.,e ofiglimr a} Nie avrry 1 narx an u•igiNt al�aaTlana x=,af a HEDGE aceroeacall aucam O oe rahe fua � -"< caoaee- V- -Cafta'aca:Gana Miee[ea neren a•gna'Y Nat—a -X-x—x-x- I}`IIRE FENCE F,yQ. y� , a,.r.ar was oravv i,accvaaiice*it,t,e ex- \Q =nt=,3'.sae of pl•aG:]Ca'a^L'J,W$ulcera agWtaa AREA = 2�p37 5F OR 0.62 ACRES O LAND SVV aY Na xn.ro^x Sesta seaociacaea A^sfaneianal tn,a S.rwerrs Sa:a cele:fieac:ona anall ren enlr ca:ria araan fa^.,0.w aurta7 to afe0afw nna Urias aerial'tC tM,t-<a•pa,W g—We'w ta:agerct a,a lanai•9= ..tas',I=ataa herea, arc /^T to enc aseic aH of Ne Table t arise it--1, }mtafsea- 1_V A IONS REFEREMCE SUFFOLK Ems. T �` vanaeefaala�ca jae t•avt :naca;uciana COUNTY TOPO MAPS i � i i �+ JOHNCa E baRS LAND SURVEYOR . YOR _Co_99 "OWM R,, 7,s �,A� 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC $GALE I"= 30' \ � - �"r�-°�f �Y ��� R:IVERHEAD,N.Y. 11901 i 369-8288 Fax 369-8287 REF.—TTGER\PROSN99-296 GENERAL NOTES Nailing, Schedule Connector Fastener Types Roselli Residence Renovation Addition - Code Analysis 1. Prior to submitting a Proposal, Bidders shall visit the site and carefully examine the 130 M.P.H. Wind Zone within 1 mile of water Man imre 0 130 M.P.H. Wind Zone within the Wind-Borne Debris Region-Prescriptive Design existing premises, the work to be altered and/or demolished, and familiarize themselves connectors on ecshave been 1ST 2Yi 3 3/, 3Yz with existing conditions and the nature and scope of the work and the difficulties which Joining Type p g Elements Method Nail T e Nail Spacing designed and tested for use 0.182„x314" Reference Standards for 13Q m.p.h.wind zone design: attend its execution. Submission of a Proposal will be construed as evidence that such an j with spectre types and sizes (188 Common) 0.162" examination has been made, and later claims for labor, materials or equipment required, or & Number of fasteners.The specified American Forest and Paper Association(AF&PA), Wood Flame Con6truc#ion Manual(WFC11 ) for Ong and Two- for difficulties encountered, which could have been foreseen had such an examination beenRaQf Framing cit t 0 .18rx314" 8.182" Family Dwellings-latest edition made,will not be recognized. be Installed (SCNR Ring Shank) In the correct toles on the American Society of Civil Engineers,Minimum)Pesis'gmLoads for Baildino and Other Structures Roof rafter to top plate toe-nail 3-8d per rafter connector to achieve published (ASCE 7-16) property $ 1 $ Y loads.Other factors such as 0.148"xkei„ 2. Thewill be used a# times during the entire period of construction. The Roof rafters to ridge,valley, toe-nail 4-ibd 0.148" Contractor will cooperate with the Owner to minimize conflict by protecting segregated or hip rafters face-nail 3-16d fastener material and tlnisf, (16d Stoker) Structural Design Loads: Floor live load 40 psf areas of the existing house as well as persons, the swimming pool, outdoor equipment and Ceiling joist to top plate toe-nail 3-8d per joist are also Important.Incorrect 0.148«x8" 0.148" (Prescriptive design to code Roof dead load 15 sf accessorystructures. (Note: With ceiling joists ins failed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall 1v a nninnmunn of 3) fastens,-selection or Installatbri (10d Common) p $ ) P Floor dead load- slab on grade Ceiling joist parallel to rafter face-nail 3-16d each overlap can compromise connector Ceiling joist laps over partitions face-nail 3-16d each overlap performance and could lead SD Se" Ground snow load 45 psf 3. The Contractor shall assume full responsibility for the protection and safekeeping of Blocking between rafters toe-nail to top plate 3-8d to failure.For more information 410x214" 0.161" Exposure: C products and equipment to be used for this construction contract while stored on the Project Blocking between rafters toe-nail to rafter 2-8d each end about fasteners we our Seismic Zone: B premises. Collar tie to rafter face-nail 4-8d through overlap Fastening Systems catalogClimate Zone 4 Rim board or subfascia to rafter end-nail 2-16d each end at strongtie const or access 0.182"x234" 0.#B2" Weathering: Severe ' 4. The Contractor shall be familiar with and responsible for adherence to governing our Fastener Fleder software (N18) Ground Snow Load: 20 Roof Hi regulations of authorities having jurisdiction. International Code Council, Irtc. and New York gh Wind Cli Ps•and 511gRs-------------- at stronatte.carrvsottware. Frost Depth: 36" State Department of State. 0.148"x2+ " 0.148" Termite: M-H t Ric? ip to top of rafters face-nail 6-8d per rafter Decay: S-M T' joist and face-nail to rafter 9-N10(.148':x 1 A") per rafter 5. All construction shall conform to the 2020 Residential Code of New Yoek State "Simpson face-nail to double top plate 9-N10(.148"x 1 Ih-) per rafter 0.14rs2Wto 3" 0.14r Ice Temperature: 11 published by the International Code Council, Inc. and New York State Department of State. HtOA-2"hurricane ties(required @ (SCNR Ring Shank) Ice Shield Underlayment: Yes each rafter) �A��M � 0.131"x234« 6. All construction shall conform to the 2029 Energy Conservation Construction Code of Nein k► ':` D 0.131" Square Footage of Additions York State (the "ECCCNYS"),, as published by the International Code Council, Inc. and New Rao€Sheathing Q - (SCNARirtgShank) New first floor enclosed sunroom and mudroom 518 S.F. York State Department of State. Construction conformance may also be validated with the use SD Screw z New second floor shed dormers+mezzanine 540 At roof rake&plywood sheets 4"o.c. S.F. &i • of the NY State 2018 REScheck compliance software. ' �p� � 49x2Y:" . above rake and lookout rafters Withi4' 7. The Contractor is to provide and maintain constant control of dust, debris and lead (Withi r 4'perimeter lire perimeter edge of the in field of sheathing 8d 6"o.c. ThQ Simpson Strnong Tie• 0.131x2Y4 0131 k State - 2016 Ener Conservation Construction Code of New Yon containment for renovation, repair and painting during all operations, including the roof, including Con all sides of the roof Strong-Drtve•SD connector (ad common) Building Thermal Envelope Compliance, Prescriptive as per Section 402 (Table R402.1.2) provision of temporary interior and exterior protection barriers to safeguard building peak,eazy and gable edges except at roof screw Is the ony screw occupants, pedestrians, adjacent automobile parking, adjacent properties, building rake and lookout rafters.) approved for use with our jSuffolk County - Climate Zone 4 equipment, and existing and new appliances. Within the interior zone of at edge of sheathing 8d 6"o.c. connectors. N54A 0,25" �' the roof(More than 4'am?y from the in field of sheathing 8d 12"o.c. Table 402.1.1 -Insulation and fenestration requirements by Component roof edges and}reale.) 8. The Contractor shall keep the construction site as clean as possible and remove SD Screw 0181" Required Provided demolition and construction debris from the site at the end of each day and legally dispose Roof Covering 4101114" of same. The interiors shall be "broom clean" at the end of each day. Consult with owner for Fenestration U-Factor.32 Max location of dumpster. Fiberglass/Asphalt strip roof shingles 6- 12 gauge shanks per shingle 0.146"x114" Casements 0.28 (Hot dipped,galvanized steel nails tnith a rninfit 0.146" • ,�.. n 9. The Contractor shall restore to satisfactory condition all new and existing Awnings Q.28 construction 3J8"dnarneter tread,nlrtrt to et te„d,,,, lIR" roof deck.ASTtif F' mfg.) The atbwable loads O.14fi 2134" Do uble-ttungs Q30 work and other improvements that are damaged as a result of contract operations. of stainiess-steel (gS hank) ' 0,148" Fasteners are drawn Transoms 0.28 (SCNR Ring Shank) connectors match to scale.Nail diameter Patio Doors 0.31 10. Do not scale the s•drawin written dimensions supersede soled dimensions. Wail Frai •.. those of carbon-steel � assumes no coating. drawings; p 0.131 x114 (SSNA6} connectors when 0.131" Screw diameter refers {SCNR Ring Shank} ��GC 0.40 Upper top plate to lower plate face-nail 2-16d per foot Installed with Simpson to shank diameter. 11. The Contractor shall verify dimensions on the drawings, measurements a#the site,and Top plates at intersections face-nail 4-16d joints-each side Strong-Tie'stainless- Casements 0.24 be responsible for their correctness. No extra charges-or tom compensation will be allowed on steel,SCNR ria - sD Screw Awnings 0.23 pPe Stud to stud face-nail 2-lbd 24"o.c. g .13#" $ shank nails.For more 49 x 114" account of differences between actual field dimensions and those indicated on the drawings. Built-up header,piece-to-piece face-nail 16d 16"o.c.along perimeter Double-hangs 0.27 Information,refer Any differences found shall be reported to the Architect at once, in sufficient time for the Continuous header to stud toe-nail 4-8d Transoms 0.28 to engineering tatter Architect's consideration and direction before the Contractor proceeds with the work Top or bottom plate to stud end-nail 3-16d per 2 x 6 stud L-F-SSNAILS at (N6} 0.181" Patio Doors 0.24 involved, Stud to sole plate toe-nail 4-8d stmngtte.com. Ceiling A-value-R-49 minimum R49 Bottom plate to floor joist,rim joist, face-nail 2-16d per foot th l i 2sSDS Screw `xvarauaengs 6"Wall R-20 minimum R-23 end joist or blocking . '.f° >I 0 24" a"Wall R-20 minimum R-21 12. If any discrepancy or conflict should appear in the. drawings, the, Contractor shall, End wall corner studs(Shearwall) face-nail 2-16d 6" o.c. 0Floor(existin ) R-19 minimum R-30 before proceeding with the work in question, notify the Architect and request an Shearwall plywood panel face-nail 8d 3"o.c.@ perimeter edge g interpretation. In no case shall the Contractor proceed with the affected work until advised The design conforms substantial) with code requirements and is in accordance with U and R values set by the Architect. SDWN $ Y el Walls High Wind Ties, Straps and Anchors tlo a><R-lf 1106 Screw T :'•v 0.27 forth in the Energy Conservation Construction Cade. 13. Unless specifically called out as"existing",all noted materials are new. B.27rxvarious lengths . __T Header over jack stud at non-impact face-nail 16-10d per strap 14. The word"provide"means to supply and install. glass windows&at header to double lack stud G'impact resistant windows ` "Simpson# LSTA21" 15. The Contractor shall provide and be responsible for any and all safeguards required (1 required(T each end) Ct�Jcj C'E by any law, ordinance, permit, insurance requirements, and Architect's admonition, or that jack stud to rim joist all windows face-nail 14-10d per strap c ,F r���/ W 1-+H Ai_l- APPROVED AS NOTED conditions and contingencies require at the project site, including, but not limited to, "Simpson# LSTA18" . _ ev: T l-� & TOWN a;pDES ) protection of openings cut in walls and floors, for the positive prevention of accident to the Stud s sill to rim joist to sill plate face-nail 16-10d 16"o.c. ` ARKS r pP° p 'Simpson#LFTA � �'"�`'"�o~I?�'I�I^�; til:"vel 1UIR�D AND CONDITIONS OF DATE: a.P.# �� public,or to the workmen, or damage or injury to public or private property. 5/8"mudsiil anchor batt embedded 15" b"-12"within end of �t 1.+.•^ » FSS Et�� q� each plate, in e do. max i�'-1"'ti.led re d o FES �S. BY: ' p�....,�, SOU-1HOLDTQwNZBA R s repnired£hnE co>nfe NOTIFY BUILDING 7)EPAPT112- >,; AT 16. The General Contractor and Subcontractors shall be licensed and insured. as requil ed Corner Holddowns(Csidewalls) screwed 14- /"x 2 h"SDS per holddown ` `- s HOLD TOWN PLANNING BOARD by authorities having jurisdiction, to perform the work of this Project. "Simpson#HDU5-SDS2.5 embedded 1/4" 5/8" diameter rod per holddown to Chap cr 172 SOt1T 765 1802 8 IN I N FOR THE 3"x 3"bearing plate screwed down with nut starting 6"-12"within r SO(. hOLD iv`rh;NTRUSTEES FOLLOWING INSPECTIONS: 17. The Building Construction Work Permit will be paid for by the Owner and will be "Simpson LBPS 5/8" end of plate,1 per bolt a TOvm Cc 1. FOUNDATION.- TWO REQUIRED obtained by the Owner's Representative. All other permits required by authorities havingall Sheathing - .DEC FOR POURED`CONCRETE W jurisdiction, such as permits for specific trades, are to be filed for, paid for, and obtained by e-athing _ 2. ROUGH - FRAMING & PLUMBING the Contractor, Scheduling and obtaining required inspections from authorities having 3. INSULATION jurisdiction is the responsibility of the Contractor. The Contractor shall file for, pay for, and At all locations 8d 6"o.c.atplywd.edges E" �i"*"'"� *y "'a!"u"""s r l!",OFF obtain the Certificate of Occupancy from the local Building Department. 12"o.c.in plywd.field PURE d STORM btiRTER R 4. FINAL - CONSTRUCTION MUST Floor Framing PURSUANT TO GI-iAPTEfi 236 BE COMPLETE FOR C.O. 18. The Contractor shall supervise and direct the demolition and construction Work,using OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE his best skill and attention. The Contractor is solely responsible for all demolition and joist to sill,top plate or girder toe-nail 4-8d per joist REQUIREMENTS OF THE CODES OF NEW construction means, methods, techniques, sequences and procedures, and for coordinating Bridging to joist h toe-nail 2-8d each end PLUMPING YORK STATE. NOT RESPONSIBLE FOR q q P g Blacking to joist toe-nail 2-8d each end � DESIGN OR CONSTRUCTION ERRORS. all portions of the demolition and construction Work under the Contract. Safety provisions Blocking to sill or top plate toe-nail 3-16d each block '� ALL PLUMBING WASTEFtr0&WATER Li�lcS NEED '�'�A.,..r�c.^tl. on of applicable Federal (OSHA), EPA, State, Local Laws, Construction Codes, and ^bund Ledger strip to beam face-nail 3-16d each joist E construction Practice shall be observed and maintained by the Contractor at all times, in the joist on ledger to beam toe-nail 3-8d per joist TESTING BEFORE COVERING event of a discrepancy between the various standards of safety required, the most stringent Band joist to joist end-nail 3-16d per joist 1,,= Codi n -Ir n,'" ,a provision shall be considered to be applicable in any given situation. Contractor is Band joist to sill or top plate toe-nail 2-16d per foot �' �' responsible for accurate fit of all construction including owner-supplied materials. _ i �+ « Il Floor Sheathing USE--r r l! f*,�°�lj f t 19. Architect is not responsible for floor finishes chosen by others. n r= °°-`,0 T At all loc;� 8d b"edge/12"field Q�F„,�0�`d ONl©>d�0�'-'td SSfil�t �°,�f jT!-�OUT C�RT�i_�a�i"WT I ;�. 20. Finished grading to code around new construction shall slope away from house and I� �A, p• M blend into existing. ii a~ t 3iieathinv i t gi k 21. Concrete shall be air-entrained normal weight concrete, have a 28-day compressive Gypsum wallboard 5d coolers 7"edge/10"field strength of 3000 P.S.I., w/max.slump of 5", conforming to A.C.I.301, latest addition. 22. All dimensional lumber to be Doug. Fir, structural grade, No. 2 or better with the Schedule of Drawings following minimum specifications; Fb (fiber stress) = 825 psi, Fv (vertical shear) = 95 psi, E (modulus of elasticity)= 1,600,000 psi. 1 General Notes, Ener Data, Code Data -� .� � �= r D � l 23. All flush framed conditions to be securely teco-ed. 2) Demolition Plans ,G 3) Foundation and First Floor Plans _ 24. Heating & cooling floor vent panels to match flooring as flush wooden slat vents. 4) Second Floor Plan, Door & Window Schedules SEP 1 3 202-1 Ceiling vents-white. 5) Building Section A -Shed Dormer, North Elevation, Details 25. All interior trim,casings,etc., to match existing as per dogs. 6) Build-tall Section B-Sun Room, South Dormer Elevation 7) East and South Elevations IY1�TI.T_3fi `v.131 l"T_' 26. General contractor is responsible for coordination for all trades. 27. Contractor to repair at his/her own cost any area damaged (site, bldg., utility) by E) First and Second Floor Electrical Plans construction. 28. Where new construction meets existing, blend the intersection so that no seam or joint is visible. 29. All products, materials,etc., to be installed as per manufacturer's recommendations. vlc, 30. Contractor shall protect all plantings designated by owner during construction. Roselli Residence Renovation/Additions REVISED: �, URc�f��C� 695 Town Harbor Lane, Southold, NY 11971 31. Minor details not usually shown or specified, but necessary for proper construction of any part of the Work,shall be included as if they were indicated in the drawings. Code Data, General Nates,Energy Data 32. All work to be coordinated by general contractor unless otherwise noted. Any substitution in specifications must be submitted to the architect for approval. SCALE: DRAWN BY: CHECKED: ISSUED: JOB Nd; As Shown ARS ARS 4/15/21 144-4 OF CALLEt7 1~XISTII`1C .-I� KElvIAIN STH EX19TI"G TO Be RSMOVRD EX15TI"e tOOK, FRAM5, tl tl II li ! I II pr�dv►r� T�I�nt��;A�'Sc�: T � � Mwvrl FOKrIOW ot= I.XTMM WA1-L -rz� MAIN t� I t'IttO'R"'IZ7 INTIMt=afiQtt9 WtV NEIN WRMEK . tM. i--MA5T�lZ BATH EIXIeTG X0,16 RIMS V I # U-0. - I r�r __. WMOVe WINDOW eil.,#,ftti R.o. r �� GE1`4754eevUNt: I�. felt r F►XiUtZ AID AS9MATW — -- !'I1°'lI* I!,!'T'Ir#ZF1'•FZ k6 W/ _. __l.1 NSW GOt i�J'i'�lJGTIDi�I, I?I't>!XJM 5ATH eXIOTCS PLATFIXM W 1.G. II IT HALL t' l�alX►�M - :f I Ii.�t—•t MQYG WINPOW M,-K ST�ZLIG"i CIfZ� I I iNGL=1Nq P09T9 A.Np 9?5T E~OOT-199 l HALAL / --lel= tov �Iru>c�-t� AGK I CLO. �Lo -1E IFkITGH�N KlTGHEN tDwiwG 1l i Rr,-MOVE 5G!AENTr-,b R049P 119KTIOU OF TaAY CATLING IIJTFIZFMNG M114 t NSW COWeMUGTIOM- \ x.11 i I II T FLOOD. DEWOL-ITIG`N PLAN ��F,S°Ar?SU Roselli Residence Renovation/Additibns REvIsEv: �, 11A�w ,a 7 n� 695 Town Harbor Lane, Southold, NY 11971 Demolition Plans 9Tf °in0" y0� oF N SCALE: DRAWN BY. C}IECKED: ISSUED: JOB NO: As Shown RB ARS 4/15/21 4/15/21 ,,{yy{ OF y.. CALL15D '— NOiIT" �X1'STIG 1~UGL C.�GLP� �l`XESTEN� To iz��Epi WeW GONGRt:TE WALL- N5W W4ot;p 9TUP FOUN>MOW WALL TIF✓ rtolMtw WALL. 12.it LQ\* #5 R5e0,,K Tlf ✓ 24 VE}ZTiCALL`(. P.'t' N5W FK(5TG PoUNt WTION WALL. Mli i. C- oUT -i'IE5 wwt) 1wro `C-0 F0UWbAT10N, 11(r T1'+r', NeW/exierrCq tzouMDAMOM JUNC-CUK WHA NEW + amee FoUNf-TEONS MmT;AW&I alo NEW FTG wiTK wTTDM or ExtST6 Fwov u,*- 9Tep 1--a A5 PSQrb T© i�'r .NFW I:00TiN� oN UWDj!55-rU� WIL,- KITCH 5A7H MAVTI 12 .�`H .1 TV" OF MW KOUOS AMTiON FOUftWTIOM . V"L, MUST, as 411 ,>< -ow ` 0 PIX19T C5 HOU ;:OUWT10�4 WALL,. iaoE�tt3o•L. — QUAL I 1 �! 3-0 u A 3-a 6E6 01°F,WIIk* SAW GtlT �A V 6XISTG 1 y " 1 a AGG + ' � .�3� 'x 7%4� �t'IMt3E►Z�AN1�t + I FNP WAL,L.. F�OVIVB 1W9IJt p A00EA9 L titEE.. }fl- L6E: f� T"A�MA�ilt= �'( f A1.L• L,+�I, 1+1 #Z` GA Q ;Levev WE *,Ew�t; I i 'fa mew e+'it7t✓ I 1 . o v Dt.L�t36��aF byLLiNG/GAGE 1 34 � KITGHFW DINIM9 ' - WALL SF.t'P3Z 1 10M 5erNWloN. I z NSW G12AWL WAGE =�- # rtP�lE .Ir�E�1t'.4"t,`fl�t'b '- — ,� MINtM►SNt f�QUEi�MEUT 1 I 7-";'MK C.�G PAT 5LA6 i � I � u oVE N � �Eti<grtFti f t�vtt� !e-15 x �"(HE Gralf�G.t� 15� tz 6 MIL. Int Lyp'I'HyL,� E ---- -. - I t�GCtC'titaDt•" ' tt�l . t'd'(tY" :_ "t'1�1°I✓ "X"G'tt' F�l7, �� LAftict- �, I 1 VAPOR IkRIZIr1F1 3�i n W 2-9 N 3i 5,��" � 3,r �! qtr E4. '� �TLO!`t.tt1 �Xt� W�L.tfv � L!'Y IW Ft4'.Lb. LF MtrrjSitJG, i,-0 WMG , �� ---_ __ R.o. 9 F A71NC� f✓ 5 i.W� Co.,0--,- EDW' �.+� ..� ATTAGN-V Jot5f5 Wr// FiXIGT` y UNC.XC0,VATPP i R.Q. FriS tZ.C,�, M a. . ►1 .. Fil a DINE W/ N a O I w I !=G 4i�t .' `� i atm �Y�4tT li C-Kr 0 o•E�� 9mm IV It v TEGAi #.5 - _ a x D r»t t olw# o W pA W/ LAOk @✓ s rr ►tom m I I 1 11�I:s VJ --� ?� art. CNS � ,r P.s e ,R5 AIDE E { !NAl.I.S (l N G` t v � ee.u 1 1 _ I tt09 Ww 0• 7 a` X I I 1 i Go htG FT6 IWINF W: .. 5 EZt; 2i�$l t 'i :Tts`a.c. 2 S Rf1 I AFT �'iCc'a,� k _ ' At.EGW -W0 FTG W-1WO jD 1104. FXESTf� AT ttT&. " > � , 1�.r I u 5j " ! i I. j 0 `ti AIAC- 1 l WtJ:'C�G Wd irk•C.;tt-s I•!G"I" ( ` u TJI 230 FL�EZ JgTS P, !Ga O.G. 2.t�x 7Ji 230 FI;�J� frac. 2 rt,X$2 TJi 23O I + I - 1� j� i i �. M 2x ct.� .t�T9�'tCc`aa: � ' D.G, Y N I ( I + mow+ rt;rlEt�-E" I '* I -cU �N mw,'W _ I I ( I = Wrew Firm SRI" e► 't a It ,t << a X3"V BEAM 1 T. X _ ('�- Q x l . I 4 �-. i _ a i � �. . ob "AA + •..� .. 4, 1'Lti'V1D 1 I I CO )!2y y v p o OLZAM F11...- 4a - i `tKK GONG ,A0 Ate. i I ! I W T�1�, � � I \ / i t•o N it RrAas -O4 7-¢ I - O � p4 -g, 14T5 t,.0. 1 tl I I N t 't t ,r ► +I ► r, Cn-lo ( 28 '0 I G -G� 1� -D 12 - 0 S -0 *1' -0�1 New ONE-OT'otqY ADDrrioN TrIp FOLWbATZ IC*l WAirE. F'O'RT& it"H X +Cv„w C.omng. Atp,-twnzAtNr,-p cows r-01-m4G f 1 ? 3,000 P51 W/ (2)4r, mm- - 0 8 F,OttGENC� DAA ; I.Ap '3P1,1rrD WIt VIN, -WITH 3” MIN 00MC, COV tee. FOOTM&or6 Kr,-OT ©N UN17tS'rwZb5V Vip�Glw 501L. A MLIJiMUM or- 3'-4" m0 rI019R b GRADE, TY#'IC�•L. �rbUN1�"TtON WALL : K . 0" "NICK P URPt7 IN Pl-, G Ail -i:NTI¢AENSG C 40R< Ta, f'c ? 3,000 P51. SEE: EsGTION 2., DPAWNG N� G Fm MCHoK HOLT INFORMATION, F U NDAT I C./W F 1 ROT F L..L. OF, f l.�!'\� (�,ED Ar?C�f ,t 1 it REVISED: ?.� 1•A �,' A,y 2 �� +o Roselli Residence Renovation/Additions `� �} W 695 Town Harbor Lane, Southold,NY 11971 " Foundation and First Floor Plans .0 SCALE: DRAWN BY: r1;CKED: ISSUED: JOS NO. As Shown RB ARS 4/15/21 144-4 OF �,�"- NOK-TH �l l,tNL d� X15T`G I'- (° W' Z'-4" 2'- 4" Z' -314 2,- 4„ K001, K.O, lF,D. K.0- D. 0 pb ' -ryr 514tl.F I A TYp, gt11L'1-!N G 101u. Cl.aa7twC, up ' TO 41/,+ V4 V Wwf. OF uldaT'fs KIP&t i t/2 XTP) �L BUILT 1N # i Kl 57 1 N� �."` I G ,», # i :i —moo __ • :-_ Pfb� I . , t ' } w ' -............ .. 2 / .............. . -: - - t _ _.. zi Nt xAI�i�,1 ;0 d koo r P D�f ...... 1 qV M" Z ZAN i N� FLAW SECOND FI OOK FLAA REVISED: �� `'��1! 11 2 n� Roselli Residence Renovation/Addition sr Kr 695 Town Harbor Lane,-Southold, NY 11971 " Second Floor Plan,Ar%7.A N 1wr PLM4 SCALE: DRAWN BY: CHECKED: ISSUED: JOB NO: " As Shown ARS RB 4/15/21 144-4 OF at 12''1rJl�� 'C,A�' C.A2' gNIN�Ef, TO M A7 C H 5x15T'b TI°N-*;40lJ (2) 13/4" A 7'/¢" i. L SGw-y-i rw t I,:To _ ----..... ._..... . ........._.._......_..__. ._.__...._ .. �........................ ._ -----__ _ ---.k'001^i N G� G,H#l &l.E 6 To MATCH EIf-147 , (OL&K APP 54-6,U", N�I I. R ri" t✓' F�� GsL1�✓ a TL -----..................._-----.._....___—.____.___..._.__..._.....-. 15L4&p OIj' COLL)" CAI° # NAILS) (, �AAUICA4. bk C HAVIA.►J M/. UPACTLIftK OWL;Y) 3/8" C15,A TO exT!~W0 wj (14) 1/4" x Z'ft" Svc St;KEWS ----� _ - �- - , EP.HAN HINGL!~S t/a" THkDUC'N �ODF G'EC.K� u5E 6� 12 C/. SH,6•NKS P�)ZSNtN(,L� - aV G (1'6�AA 4 for uh&1J SHOWN IN I" gEYaNV FASCIA. MALE L YE�tz SHIIJ L1,5@ 57' T K. Gott S .. .......... I=01�EG1�OUt•!t7} , C�LK'�. .d.5 1ZEc�'G- : ' . . i ..I.I N -- �� ---- -- LI, RAr CAVI'I~( W/ 1015�D CI~LL� MULTI- I.AY5KEP, 5PKA� ( I�OA1A K 4°t INSULA D ' add~~ �EC:k �I�vI✓L I/� ' GFX I�'LYlhti?- - c �• _......_ --........ . . _.... .. —.pl I p� t �UHI'Ie NG,'�c< 'I'1� ✓,�TC.k ' U NI�Ei�1l.k.,(J�iO Y LS C A-F �aC`V W1M4- .. i --------- � .• �'i�0 50CIF '' 1 t31: 5 L . �tZ 5 1t/ALL W� -i5 hoc-�WooL'Ccx�FO T IWT'1'�i N4 � EA�It: TD �.',p NSIV� lDR. WALE. • � ! !� �.'�r'H�LT btJ 11..E 1 I�(G pap�k L�Ap+`�G Z" Fati�"EN �� P K �d�Nu 1'Q.CTU t�. ' TFU'+N .3 G" o,t;, Mak, Pr,TAIIL 5�CT10. 4 h V GN I�.r�ice,W }CICIcSP,dC� _ s _ _ 12 .� 12 ........._ ----- .- - .. : L•ilv�. OF T/o Mr+.T TK�•'7y ......_ .a. i plear117>; 'Sltitp3at�' /vlTS 20 -2"w1S7 �Ti�p� 9Ar I~IC TO r1-A4T"E. TD e)TU - Pt. rt.Fo .�. S �(G�, IN`A7�K' TD MATCH ' ALL Mat_nINGS RAW-,, 1=A-,Ia5 CA ► 1�J't G, @�f HVIZ rkofA (�) 2 4'S t Wle' .) $18'` PW12' Fl rr6H � F _ T/O PLATE Ilk f ' _ -- _ VST ION 5 ff' Vbl�L 5'/2" x V-+ T G W 1 CkI:L GASP 50AKnS w/ 1/8" G f,12G r GA.P = Ile I3/0 H n12 _ HALF 15�d1200/K 3 '( f BATH Wew waI.Ion ti~jekm� "T'glejoK WA .g % w5-rA uL ULLtr,-SktN pve12 tfz cvk � Yw n � TH G a��c Zb bov r I1Q TJ n� I 04, k•2$ GU1-"1=ofZT 13,a.T5 (gbxL►f~) $Y `KOGKWOdL IUTEi2N1�T101.1�.t�' _ t~IN WHITS �K STIeIr' P`L.001�.'L� v1/ I COAT 5>< ( �(15) GOATS wAT�re��.��rn >` , g1/x` ,ci'!Z"-riM5EK5t1eAt4b; L1It�THAN>r 1�INt�H , HI&I�1 Cato "p�ON� T'�piG„ INSTALL 15L�3 r L;r M l L9L t.oLLIM14 -5HowN .._......_...__.. ovEle tom' PLYwr� U FL , GLJEn _ 5 __.v.___.».:.�..,..._ ......... _IM -F0I-I,GKau N a � � ?'� I A1°E TT/0 SUt'�F:. PLAFOF M _ � _=.�__........._........_. ��\ _ _ _ � r/O 5U V _. t I' Irko V4„ 14,. LVL,fJ. ('Z) 518" f57r-tL rL11 LT _ kt F,-E, , -- ------- ... ........ .. ......... .. . ............... . ................ _ .._....... 5 U I p _ -_-__-- —• .. .. . ............ f _.,..___.... - ... .......... ...... ----------- µ_......,...__............ ..... ............._......._ -- --- — _.. .__»..._...._._..._ ... _�_�_ .Y- T1iKLJ FOOF (USF_ 6LACK- ('VG plpE, P*w r Tb AA,71GH Ca-0f, of KwrNO F-,.,-rIH rLt\//'\-F10N 31 j "' /� SH �21 VOM M w 4;; D A Roti e,iti4T'G OQT REVISED: Roselli Residence Renovation/Additions 695 Town Harbor Lane, Southold, NY 11971 ti;' g + (,n b 4 G,1. C 'r`GZ TO 60U W Ty Q A -F'?K6VE.b WAtiTb t715P0,fA1- 5Ye;aTEkt Building Section A, North Elevation Dormer SCALE: DRAWN BY: CI IECKED: ISSUED: JOB NO: FL.0 Mb i N G 5CHf,/AAT1C As Shown ARS RB;S 4(15/22 244-4 or . _ ..._.....................,.........» �...w0..../.`ww`".{•`� .- 'a '4 ^�"°. ::-j.'ia�,�,; :�`• *��- w r�t, � i1� #��� � �' �- Yr'� a ``�y.dk �� .c+w�uw-:z,=x.�..cr.utdd�i...u» ' :•; q i'a�. .�a v ., am,.wsu.�.waw,a+w..:.e�wa`os �ai.(,w.:a,,.x.•w.su..a« :,.me il:uu:�$�-as.� . - - !15-MiL°3 (TGrT?�I. S�tEET `�•t 1 GK'!+!G-�'�� ''GAtZLI�✓-LL I ,FLE�EGE AGK! 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TEI?IZAGt: TOP D A�7DIT1W FNP WALL V05T �I t - .... . l • � • - '�' ' � .� rt t/e " 'FeK FOOT /�' Loll 70 6*0976 ROU5� FW12 WALL. D ; r° a -n4K. WWACGTeb e0,Nd � TOF of e>OOTIti-* i NEW RW$r Ft.GVK E 05� 517 FLXK MUST AL 60, 7%4!'-it-W,K-50 "ROXUE: FE21GTIN FIT 'Gc pi RgT Wit,NaUL W uPWKWGVL- tMl6r FULL CELLAR 1`4EW G4A,WL. E �i� cel✓ o _ ;a'i I GDMF7aGTStO GLEAN FILL To 1 110T tN`TVNbCL7 112K. fC7RAC�►E j, _ __^ _ __ _ __ __ _ _ ____ _ - 5EALA.rr OVe-K �12n `NK f'RE-E'OK'MED E✓Xt�P�N✓I0W JOila`t` o. n_, �;1 ... _ �a l r1 tI h�4aX. I /lt7 tN OK FUEL FIRED At�L1Au�, � � At•IGHOR E�oL'T5 @ 2 o G: � M .2 �Sr>L"T5 f d. �_ 2'r TE4K GO�Ki SGREED .T av5 , G M►L• !°EfiL r�IL Ly STAT t 1NG Cr,'` 2" FE�VNt . t6 E"'A4.tA atLL,Pt�AATE. 1777777= FOL`ft;11HYL.F� VAPOR IEl2 eXT5NI;1et7 E:MI 17 ALTS IS" M li 1. _ ---—- KAY NSW Gf'AWL- o.' )6� . �• '- ' • -- - "TLtFF -N-t7t�(`` 1EN'['. �!J,#�TEI�PI�FiNG a = ' ° • t .• " `o' ' ►°f �e d` :o: Q• APF1Y O 60 MIIL5 V(GKNeroO Y VT.� Y4 d V /"Tf:�5,MW 15AMWE•-YE' t.JT / Wv f FOUNI7ATIog WALL: FaoTINCG. R5,FM 'CO OUNVKTION, FLAN. Q' 4 ` ASV n �- '-3 MENIMUM cmc"cow'PA60lyr,, )) + DE -rAt 1 055TtON RvrsE}:Roselli Residence Renovation/Aditions !�1�. J°AURgEcyo T 2 �+ 1, _ l' 695 Town Harbor Lane, Southold, NY 11971 . ; Building Section B• Sun Room South Dormer Elevation SCALE: DRAWN BY: CHECKED: ISSUE©: JOB NO- AMlk s Shown RB ARS 4/15/21 4/15/21 of ^- "`� �s �V�� _ - v.�;� 'a�',�A�'�• � �'`t�4.,.� s hz� �`�� �` a Y.r '_` ^��� ,_� 'TMS "� ���'�'t ' �'`'- tweca+::C.w, �a'�s*i,m+s�;»wY afa ar,'x�-' - �irS.�.Y ;:.set�,.naw�"a�z_'',a;...ra:•.a;a:<�.w:.S"- =,xwe:o,�aw``' +''ek..a+w,a..o-rr'�w,�idaF y�+♦+�w.a..r - s Wind-ow @gd Door Schedule Exterior Symbol Manufacturer's Type Rough Opening Lite$ Qty swim Remarks Window# W x H A ACW2424 Casement 2'-4"x 2'-4" 4 equal 8 (4)RH (1)RH to have 6-9/16"jamb ie at Mud Rm.(3)RH to have 6-13/16" - (4)LH jamb at new dormer Bedroom.(4)LH to have 6-13/16'jamb depths at new dormer Bedroom and Half Bath. Factory applied extension jambs at jambs and head only. Lite pattern 2W x 2H,typical. SX 1ST C7 KlTGHEt�1 t?it\l IMG IQOt'JFGMtJTS ftD �-M RIOR WALL Mf htTg ro M FgMovip. B Green Mountain Egress CasementT-55/8-x3-10 5/8" See East Elev., 1 RH "Double-hung Egress Casement"as manufactured by"Green Mountain Dwg.No.7 window and Door Company",Rutland,VT;Phone:(802)747-6915. Custom frame size:2'- 4 5/r wide x 3'-10 1/r hi-Sh. Casement window to have the appearance of a double-hung window witEi"ttoopp sash"to have - -_ 3W x 2H lite pattern over"bottom sash"having one lite.White hardware/ C ACW1828 Casement Y-8"x 2'-8" 4 equal 1 RH Tempered glass required. Lite pattern:2W x 2H. ---- D S m Door Co. Model#37944 2'-11"x 6'-ifl�fi" 9 k RK 2'-8"x 6-8"x i sifs"duck door slab,Douglas fir,Sim Ultrabkxk Techno- -----------.-. - p pion _.............. ............... ..... . . .. logy-wat er-re istance on bottom•rail/stile of door,S' "W aterbarrier _ __.. __.__..........._.. - -- - Rubbed Bronze bail bear- :-. :_: W - .....: .. .._. T on on exterior face of door,(3)OSI _........._..._..__ == - _.= _ .. :-. :.....................,...._,_.__..._..-. protection Aluminum .....__-----._.__.................. _._._....._....__...._.... iris,square corner hinges,white a>mpnsaum weather stripping, :• =- . :. ::::-. ..-- ------.___.._ _--.- (2 A ' bk G bronze anodized sill with 4"sill horns m accommodate --- �� " p . ..... __.._..........�... _ _ _ -- ._. __..... ......... .. 6/4 x 3 Yi exterior Azek=FIG hardware lied owner. _ ---__..._....--...-----..___ _. ___.. Supp by _ to Na bore,no strike perp.Low-E IG with Simulated Divided Lite(SOL) _._ -.._....._......_.................. with 3w x 3H grille pattern with 5 4"thludc,single rabbeted clear solid purse jambs _._ ......_._..__��:`__ _..;,. . .�:..::.:_::-_-.:. r.ry with no finger joining .. ................... -- —_._-_.:-.:: :` ::: .._. ".: _.:. '.... .. ___... ..._ _-'- -- _... --- ---._......................... ...........__ - ._.._... 5'-8"x 6'-8" 3 ea.transom 1 unit one factory mulled unit with factory applied perimeter extension jambs at ::_ .__...._ �'- E ATF21©14-2 Transoms _. ...._ _ .._..-._..._..:__........' _....:.:................... - over over for entire factory- iambs do head only. Transom lite pattern 3W x 1H typical. _ 2 Doubi mulled unit 6 over 1 Dopbie-hung top sash lite pattern 3W x 2H;Bottom sash no grille,typical. ..__..___....-..._ . _. .._ ..._. - -- - -- ADH2I054- a-twigs typ __..._____._..__..._...-__....__.._�_._.......__..._.__._.-- --_ __....._.�..,.,. - F ATF2614-2 'Transoms 5'-0"x 6'-8" 3 ea.transom 2 units Tem in Double-hungwindows.F mulled unit, cal. __.._...._...- _.•......__.. ._. ...._...................., _,,._._.. ......__ ... _ _ _ Factory _.., _. p�g� � - 5U N RfX1�1 � �X#Q1t'G KI'R".4•iF� DEN 1� 'Y/O f�LA'T� over over for entire factory- Transom lite pattern 3W x IK;Double-hung Top Sash lite pattern 3W x 2K ADH2654-2 Double-hungs mulled unit 6 over I typ. Bottom Sash no grille,typical -sized -3�"Wx1'-fY'N(unitsize stab Direct set dual-pane _T_ _ __ _- -- f A6 FA_�iA 1�1v( �J'MG� E�EKE• MA'1rCrµ �.��� �ACJ'GI�. G FWOD54611PALR Hinged Outswing 5'-4"x 7'-11 Irs" 15 ea.dr.leaf, 1 unit Custom 5' )stationary pan -- -j'---- � F with Pato Dr.w./transom for entire factory- one lite transom transom factory-mulled to,' t-11" ' �nsnm_011 Rubbed Bronx FWTDS transom mulled unit "Newbury"door hard- Provide aftermarket screen door. - - _-_._._..._ -------- �/4 X 8 ,amara SMD+�'F( t✓Pz.I�ZE svoikzv. 77 H ATF2614-3 Transoms 7--e x 6'-r 3 ea.transom I unit One factory mulled unit. Transom lite p.#twrn 3 vti x iH typical. - MATCH eX.IeTC-y FPQ9Z E URt7 NGr. WSW FRIEZE &50� over over for entire factory- Double-hung Top Sash lite pattern 3W x 2H;Bottom Sash no grille,typical. - yp. __- __._.._... f I � � of: G�� �;��• �7 �T� �+( ADH2654-3 Double-bungs mulled unit b over 2 t u n l;t or- FI*QSZB TO Acicle'Y �.'a•WW=,.� . Q �C I ATF2b14 Transom 2'-6"x 6'-8" 3 at transom I unit One factory mulled unit. Transom lite pattern 3W x IH typical. :XTt;tJD Wrz:W �4 X$ AZEK I [j over over for entire factory- Double-hung Top Sash lite pattens 3W x 2H;Bottom Sash no grill,typical. FPkte2F- BOARP BACK 'V w�,v���Nc>L�� A"tALL. c�ol�l,.t To M�*TeH �XtS'CG c,�w.1�, -_j� — - � � - -- ADH26M Double-hung mulled unit hover 1 typ. f:XtGJT'C� KITC.h1irl�t >'aA'1' PRO'- Y��I✓. �-r,r� �-art pwjecr) J 3020 Awning 3'-0"x 2'-0" ? 1 Andersen"100'Series"Stationary Awning. Elual-p ne clear glass with no Low-E iscTtotj GOPI NM. RemovE coating.Na grille.(Factory-applied extension iambs(on iambs and head only) F-7ct:3TlNG FitE2E bDARb � _..._ ANN • ' In Mw.. ,w.Wlr K ACW2838 Casement T-S"x 3'-8" 4 equal 1 Lite pattern 2W x 2H. Egress window. NI1W GN�-'�1.O4Z`f` SUN !,OOM At�t2rriDIw Gr✓c R�- 4lNCLs;S TO MkTGI46XIVT'G St-tif Le, o, FINISH, Door Schedule Interior _-- SymboI ManufactureesType Slab Opening Lues Qty Swing Remarks �,JC/ t t 1..� �/I"\�I V GXt'09U42�. BAGK (oRIME W�/�t.icYt?!; pt2lM!✓tZ. Door t W x H I Simpson Door Co.,French Door #1515 2'-S"x 6-8" 15 I LH Pre-hung,see Note 14 below.Oil rubbed bronze square corner hinges,3 per dr_ 2 Simpson Door Co.,French Door pair, 5'-4"x 7'-0" 15 per leaf 1 pair Pre-hung,2'-8"each leaf width,see Note 14 below. Model# 1515 plus 2'-44A 7.0114 IS15 15 fer FW 1 2 F4M10 Oil rubbed bronze square comer hinges,3 per dr. 3 Custom door pair 3'-0"x 5'-0"+/-V.I.F. i pair Custom,Y-6"each leaf width,concealed hinges,door surface facing room to match and align with wall finish.Verify door height in field. - -� Top of door to align with room wall surface coursing horizontal I/8"gap. 4 Match.existing T-0"x 6'-8" 1 Slab only,match existing doors,use bail bearing pocket door hardware. $ Match existing 2'-6"x 6-8" 1 LH Pre hung match existing doors / i 1 RH Pre-hun is �^ _._6 Match existirs 2'-6"x 6'-8" Frmatch misting doors ' 7 Relocated door 2'-4"x 6'-8" I LH Carefully remove existing Second Floor Batts Rm pre-hung door unit and relocate to new Bath Rm wall. "F-\WtzAKe MQUtrf3tMG, by VP��'rEX" OR EQUAL., TO WA5614 . � � �Xl�''Ca•�� t�0UL74NG, "iYt? 8 Match existing 6'- ' " 1 LH Pre-hung,match existing doors . -68" i Aro t2AK5 V^ROM S EH ' }C. I�ATGN r%ty' Wry RAKe. 1Y I. All exterior window and exterior hinged outswirsg patio door units to be A-Seri(s by Andersen.Interior stationary awning window to be Andersen 100 series i Ex#er for color on Andersen units to be White, a0 p 2 T& #KaT TYP 3. "A-Series"interior wood species to be pine with Andersen-White"paint finish. "100 Series"Fxbrex material to have"White"finish. _ , - _ h, 'i�ZGKE� 5 E �� 5s 4. All le casement windows to have Contemporary"folding operator handl as,and lever locking mechanism in"White"finish. All casement windows to have"Corrosion- ` LL _ _ ; X45 x Tt�1 M D MATO{ �Xi � � r`�F r� p�VV "TRIM �AC� Mtl�s' �t p�t7llb � SFik►�lt�L�, Resistant",stainless steel/seacoast hardware. f 5.' Double-bung lock and keeper hardware to have Gil Rubbed Bronze Smash. ' ' `� / �T TO E M TO AC.G!✓PT 1 j1 ,�5. 6. Provide''TrsuScene"£sill insect screens with White frames for all new operable windows. I i a E( 7. Divided light windows to be Full Divided Light units with metal spacers and 4's"grill widths,in color"White". � _ � �-'`"• ht�/ WiNA�N! f-1�i7 MOUGDINC.�,I3`( VTirX. ��'�. TO except rrsterior"100 Series"spacers awning window to have clear,dual-pane glass. K� 6X.1�e'T G f4eAo MOUtj7tNC�, -r,,r' ;:m I�15W W ix lta Wei I 8. All units to have Low-E4 insulated glass, ept stationary 9. All exterior units to have 5-1/2"installation clips(Andersen Product No.90148711,14 clips per package)at iambs for all house walls. Field modify clips for 2 x 4 walls. /' 5 Wl`T! eHIN(�j,1 G0IJR_e'I NG9 ABag. ---__..._ 10. All double-hung window stools to be custom 3/4"thick clear white pine with edge to match existing,return at casing comers / 3 4 l� _� r-'" r 33 --- CQ GE,AI..W ALUM 5,TEp 11. All casement window stools to,have 3/4"thick clear white pine with bullnosed edge,return at casing comers and extend 1"beyond casing. r"?f j'"_`"`'�'' 12. See Haar Plans for window frame jamb depth dimensions. Extension iambs,where required,to be pre-finished in"White"and factory applied at window heads and sides only. +""" -- a �LA6Mf p AT AL.L. EXT tZIG�}z 1 13. N 2-panel interior doors are to match existin 2- 1 doors in all respects. J&nbs to be clear pine with no finger joining. MATCH 12 12 }�-' � - E WAI.L�hZGb� JU}•1GT I Oh�S 3 New pan g pane 14. All interior hinged doors to have(3)Gil Rubbed Bronze square earner hinges. �X 1 rJT C9 I D -_ ._ _- 10 _................_.._.... ----------- 15. Interior French Doors to be manufactured by Simpson Door Co.,clear tempered t;lass,15 lites per door slab,clear Ponderosa Pine to be factory-pruned,(3)Gil Rubbed Bronze square corner t*I,CG H _- y /O hinges per leaf. Jambs to be dear pine with no finger joining. . �- - _...... .. ..._.. - i r ' MA7GN I2 � i Irx15T6 IO . : `� _. --'poleMr,-K ow weavT H � ADI_ -s _ SUNRM-Vo PL`fi: .. ... ........._... - ____. _....- - -...._.....___....._._..............._._...._.___....... ..........-. ...__..... L� ... _.-.�_ __:..._.._.._... L I mutM ':XlST� G >r T/O PT, - N1G ✓5 TA/WC-AZ o T— VT _j I r r( = - r De"W r. AT Cwt N>;1''i�TrP .......... `v- 4- , y r T/O e U&r-I K _ _—.............� -- _�___ }� \�� T/O F(E�T RZX)F_ S BIFL.� ! "c A \k %#- X + E�SK-'SMG 112,IM -r0- A-r Wl"t�=�ltt/ a1LL./JAMIE,AICD AekV f r,-XZ WlRepz WINWW Fid MEIs"T� FR Isza WARD. OMIT aILL. NSW VMMEK NM-rH t OTH WINt7OW5, Roselli Residence Renovation/Additions REVISED: 695 Town Harbor Lane, Southold, NY 11971 &r: e-�'.,at .- a u t ,t East & South Elevationspr&Window Schedule P ► - 1 -O SCALE: DRAWN BY: CHECKED: ISSUED; JOB NO: �. C '- 16 1�p As Shown RD ARS 4/15t2l 1444 OF �:.'-.t- ° .'D i' 7,T',7 49dh io't'a�,tb� ' aM1;�4 �mi , p .d �r.,� ')2. S.'y im�i'frrdW'.1'.WA k }4i" f,•, fh ,{ h. i4; � " \ t4OKT H , { t GAAC�� � �t2oo ►c# 1 -X...r w.......,.. .. -.....,...... c ". i............... .. ............... 1 .. . r Iq1 �/2 THi ct- € ._• .•.•- T ,1 :: ..,. --.._.--.-._._ /VSplit wired,rereptacie -i_...._.____.__.... __._.— ------.• — w Duplex de 4 r S i SUN koo � �--1 � Receptacle . , �..-� .... ..._ -.. ...... .. .. .... �,�. :: Duplex Fl R� eptade":: G.F.I.It ` Receptacle E f • ! Quadruplex Rea"Cle @W= Weatherproof Duplex Receptade {. 5�60w /p 1 LOOK l LIkIN It Range Switch jwa swit�hi $1 �. y ! ' ,p Dimmer switch b `' y Telsphame jack k Notes: . Cable Tv)ack € i , 1. all provide all labor, equip. & materials and perform all operations as cwm ,•.,,. The contractor shall Qi es shown on drawings. 2. The installation shall be in accordance with the 2020 Residential Code of NY State, the Doorbell { _ y , National Electric Code,and all NFPA regulation's and municipal ordinances, Aastable Lana VoltRge ~ - -.... - 3. The contractor shall obtain and pay for any permits required for the installation of the t specified work. Recessed � iigh Fixture 4. All electrical equipment shall be U,L.approved. - , 5. Contractor shall furnish fire underwriter's inspection certificate. Vrtder Coo&LW max light string,M Kelvin _ �----------?._._.. 6. Recessed ceiling cans throughout house to be LEDs by Hato,Lightolier with white housing ` and rims or architect approved equal.Mini downlights to be LEDs. Wall Mounted Light Fixture Stype to be selected by owner) 7. Recessed light over shower with diffuser by Halo(alternate: Lightolier). 8, Ceiling fans for bedrooms, style and brand to be selected by owner. D6wnhght Pendant Fixture 9. Smoke detectors - provide photoelectric, interconnected non-ionization type in every bedroom(as req'd.), hallways and within 5'of kitchen(if not present). Surface Mounted Lig #Fixture 10. All switches and dimmers to be Lutron or architect approved equal. Style and color of d Track Ugl ting receptacles and switch plates to be selected by Owner. 11. Provide whole house surge protector at panel box, Special Purpo"Outlet 12. Carbon monoxide detectors to be placed in a common area on any story having a sleeping ( KISTp � 1, i area, fuel-fired equipment or fireplaces,(if not present). " Mt�ated Paddle Fan` \ �1 13, Combination smoke and carbon monoxide detectors are permitted if UL listed for such use. 14. Both smoke and carbon monoxide detectors to have power interruption battery back-up. a .Thexnostat 114 " 1-00 15. In new and renovated bathrooms and in renovated kitchen connect additional receptacles H diaa�t Caaaatrogled Exhaust Fan to GFI circuit on main electrical panel. 16. Panelboard circuit identification - All circuits•and circuit modifications shall be legibly Cmbon Monoxide Detector identified as to their clear, evident and specific purpose'or use. The identification shall include an approved degree of detail which allows each circuit to be distinguished from all Q Smarm Detector others. Spare positions containing unused overcurrent devises or switches shall be described accordingly.The identification shall be included in a circuit directory located on s/ct�ta Combined Smoke and qaxbcmMostoxidei? teCetc'r the face of the ppanelboard enclosure or inside the panel door.Circuits shall not be described' in a manner wliich depends on transient conditions of occupancy. UFo J� Roselli Residence Renovation/Additions REVISED: �� �'� ti I- 695 Town Harbor Lane, Southold, NY 11971 Jl. �E ' N1A First& Second Floor Electrical Plans SCALE: DRAWN BY: CHECKED: ISSUED: JOB NO: As Shown ARS ARS 4/15/21 144-4 OF 7 7775,77 7 -:��_ �a �..5 I L-1 ":.'y`'✓i- - c:5<��...,..°-moi:+; . 1 SFr. z�Y• - "^"'- `r ...;:�• -�. .�:'': �^`�`e-