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45829-Z
�''Qg11FFOL4� Town of Southold 5/14/2022 o P.O.Bog 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43080 Date: 5/14/2022 TMS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 680 Sterling Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2021 pursuant to which Building Permit No. 45829 dated 2/17/2021 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: alterations and additions, including covered entry, screened porch and deck,to existing single-family dwelling as applied for. The certificate is issued to Balzaretti,James&Denise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF]HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45829 5/9/2022 PLUMBERS CERTIFICATION DATED 7/30/2021 aul Rupp/7 u or e Signature �oSOEFot,� G TOWN OF SOUTHOLD y BUILDING DEPARTMENT z- TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS- UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46829 Date: 2/17/2021 Permission,is hereby granted to: Balzaretti, James , 35 Rogers PI Floral Park, NY 11001 To: construct.additions and alterations to existing single-family dwelling as applied for. At premises located at: 680 Sterling Rd., Cutchogue SCTM #-473889 - Sec/Block/Lot# 104.4-8 Pursuant to application dated -2/5/2021 and approved by the Building Inspector. To expire on 8/19/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $476:00 CO-ADDITION TO DWELLING $50.00 Total: $526.00 Bui g nspector pF SO(/r�o� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlinlu'Nown.southold.ny.us Southold,NY 11971-0959 OIyCCUNrI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Balzaretti Address: 680 Sterling Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 45829 Section: 104 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 'CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Q 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro Notes: Kitchen Renovation and Porch Inspector Signature: L. Date: May 9, 2022 S. Devlin-Cert Electrical Compliance Form �r�V. � 1 . s Town Ia11 lsiusex, : Telpki a'6311165-1110254375 Mein.Road 631)765=9502`:: . P.O.Box 1179.. Soutbold;NY1197-10959 IMF : A U G 2029 BUILDING DE .W]L ENT i TOWN SOUM l C91R —FICATIOt. a Dater Building I'er,, Idto. J 0 /49 1 �� 1 � (pleas+e:pint) ;n lumber: . (pleas priiiti): z s I certify that-the,solder used'i the water supply sYstera cohWns less than 2/10 of 1 } Lead. r f: C' b. s Slgirey ,. V3Tn t()before me this day t � A Otu publi�r'a.� 6.+' _ tst�11C1 D1NAAN4RIELLO- s. tlataryr FutS1iC, 5fate af_New`6ik,-: No. 01 AN6864554 `• Gtualiffiad 16:Nassau County 3 My Gomm..Expires,SO.160.2021 E g S �$ o�aOF S0l¢,y�l - l * # TOWN OF SOUTHOLD BUILDING DEPT. �ycouKn��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 'ZO INSPECTOR OF SOUIy� - -- - - -- - - - - # TOWN OF SOUTHOLD BUILDING DEPT. cnu765-1802 INSPECTION y [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ �] KCOUNDATION 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: OwA/DATE INSPECTOR L(�$' pE SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPEC.. ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ "I I. OUNDATION 2ND [ ] INSULATION/CAULKING ' [ FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] _'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: z* DATE ? a INSPECTOR SOblyO C Aaq - - � c�,2 # TOWN-OF SOUTHOLD BUILDING DEPT. Zeno, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH"-PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: � �n� -��nG{l��l DATE r -'INSPECTOR � f OF SOUTyo # # TOWN OF SOUTHOLD BUILDING DE . co 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [, ] ELECTRICAL (ROUGH) 4ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ac 1-n /101 gtnn c? 7-7, q Z2 �2 C DATE `Zy� INSPECTOR S 2,- OF S ,`0 6 # TOWN OF SOUTHOLD BUILDING. DEPT. °`ycourme�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND' [ ]. SULATIOWCAULKING [ ] FRAMING/STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ -] 'FIRE SAFETY'INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ](CPRE C/O REMARKS: JVv1 l,d� %—x-2-21 .r- O DATE fl INSPECTOR --- ------------- --- -- - ----------- -..------------_----------- MUM Flffff�MIM cif A AW ' 11111F, MIMI / ME ROMM o vZM �y�SUFMiltcI ;;•ao� s; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1.179 Southold,NY 11971-0959 oy�o as Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1�. PERMIT NO. Building Inspector: r 1 t_...✓ FEB - 5 2021 Applications and;,forms must'be,filled out in'theirentirety'Cncomplete' ` ': ;`::;;'; applications,;will no't be,acceptedt�Where`the Applicant;is'riot the_'owner;'an.;',' _ OW016r's,Authorization.form:(P,age 2)shall°be completed: R - ..; �:, :^;r Date:1/21/2021 ,.G• t s 1NNER(S).OF.PR PERTY�� 0 0 - Name:James & Denise Balzaretti SCTM# 1000- . . . _ .. .... ... ..... .. -- .,..�. ...:... .. . .. .. Project Address:680 Sterling Road Cutchogue, NY 11935 Phone#:516-220-1699 Email:propkidl @live.com Mailing Address:680 Sterling Road Cutchogue, NY 11935 "Cow T4C7P ERSONc - ,a' Name:James & Denise Balzaretti Mailing Address:680 Sterling Road Cutchogue, NY 11935 Phone#:516-220-1699 Email:propkidl @live.com , DESIGN PROFESSIONALINFORMATION:.' , - - Name:Robert I. Brown, Architect, P.C. Mailing Address:205 Bay Avenue Greenport, NY 11944 Phone#:631-477-9752 Email:rob@ribrownarchitect.corn F� � 4Tl sy .i.. •1. �:CONTRi4CTOR IN ORM ON: , Name:Sligo Construction Corp. Mailing Address:1365 Watersedge Way Southold NY 11971 Phone#:516-204-2222 Email:s19o87@gmail.com D RIPT 'N F PROPOSED:CONSTRUCTION 'c"" ESC 10 ,0 ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes El No 1 _ - :PR `PERTY'INF 'R A Existing use of property:Residential Summer Home Intended use of property:Residential Summer Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8 No IF YES, PROVIDE A COPY. 8`ICileck`BOx•Aftr'fteading:,The owner' de'Sigh professional is responsible:forlall drmnage aritl storm water issues as provided by Chapter 236,of the Town-Co e'APPLICATION IS HEREBY MADE to the Building Department for the issuanceof ii Building Permit pursuant to the Building Zone :ordinance of the Townof Southoid,Suffolk;County;•New"York and.other applicable Laws,Ordinances or.Regulatlons,for theconstructlon of buildings;; f -`additions,alterations or for removal`or demolition as herein described.The applicant agreet,to'comply,wjith all applicable laws,ordinances,building code;'.` housing code and.regulations and fo edmif:author¢ed inspectors on•premise`s;and iri buildings)for necessary inspections.Falsestatements made herein punishable'as a Class,A misdemeanor"qursuanttoSectiog210 45 of.the New;York State Penal 1.- ..: James Balzaretti Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: Date: 1/29/21 STATE OF NEW YORK) COUNTY OF James Balzaretti being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Owner (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 application;that all statements contained in this application are true to thelbest of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 (/ [ `1Vz3' 4f"RpbI Womb Orlowslu Norapr =_ Notary Public,State of New York - '• '•*_ No.01OR6280392 t PUBLIC H, Qualified in Suffolk County PROPERTY OWNER AUT HORIZATIOri'", °a���'` Co�ssionExpim05113/2 t (Where the applicant is not the owner) I, residing at f do hereby authorize I to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Town Hal!Am= � � 'Teleghom Mp?55-j, tp 5W5 main Rood Y P.O.Boor 1179 � ro�er:tiCF1e�1E�� Southold,NY 11971-0999 ' �¢ —�O 1■� n� i � i APR. 1 4 2021 .f BUIMING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY Date: Company Name: e h a u w _ I Name: ._..._ - ---- . . - - - l (fit,(•�Pr . . Ucertse No.: dines: 0 �2X►`n �vn e.: ,Sf 6" c-n 11 0 No.: DI 5$7 37 1 JOBSIT E INFORMATION. (*Indicates required informadon) $d S1`2rlin 'Phone No:: =orb ZDy Perrnallo. lex-Map DWc t 1000 : bl)ck: Lot: . �. 48RIEF DESCRtPT10N OF WORK(Please Print Cieariy) u`� MINNO Orde AN Thd Apply) Is job ready foclon: YES NO. Rough in Final Vo•you need a Temp CeMcate: _ iOMP of needeA *Service Size: 1 Phase 3Phase, 100 150 200 300' 350 400 Oder *ew Servkm: Re-connect UrdergrbwW Number of Meters Change'o#Service Oysrfie_ad.. Additlonai Ininrination: PAYMENT DUE_A�PPUCATION 824tegttma for kapecdw Form PERMIT# Address: Switches i Outlets GFI's I Surface Sconces I H H's UC Lts Fans- Exhaust ans I C Fridge ...,_ .`,•. HW_.,... _._ . .._ 1. ._,.,._.,,,J.. ..,. . :. ha Exhaust Oven Dryer Smokes D�7V " 'F Service a _ . Carbon,.'.--_......_..___.. r. _____...._.__.._____.......__. ...Micro Combo € Cooktop :r, s�; M `;tTransfer 0,<._...a; ,..�s-v AC AH r y: Special Comments: . --. � jr.4, .. ^1.4 '{ � i"•` n }9' :.#'r:5:'r `��."'SLS:'r' .'i:`-ii ''.t `�- '/ � ti.�}ire; ,..a` '.�� - _ = r �i� �s1F•r.�t ..'r:+ SP._ ` OF SO!/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q COUNTY,� BUILDING DEPARTMENT April, 27, 2022 TOWN OF SOUTHOLD Balzaretti, James 35 Rogers PI Floral Park, NY 11001 RE TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) �- X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) - Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45829-Z Alteration/Additions ' Suffolk County Dept.of Labor,Licensing 8 Consumer Affairs HOME IMPROVEMENT LICENSE Name +xr,�'°•y +} PAUL J DAVEY Business Name This certifies that the SLIGO CONSTRUCTION CORP bearer is duly licensed by the County of suffolk License Number:H-29373 FraK.k.Nardz" Issued: 08122/200.1 Commissioner Expires. 08/01/2021 Ac R® CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDNIYYY) 01/26/2021 THIS CERTIFICATE IS ISSUED AS A MATTER E3F-INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisamarie Labozetta Aspen Agency Inc CN PHONE Eft 631-471-7575 FA" 191 Ronkonkoma Ave EMAIL AIC No:(631 389-2439 Ronkonkoma,NY 11779 ADDRESS: lisa@aspen-ny.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co 12294 INSURED INSURER B Sligo Construction Corp INSURER C: -1365 WATERSE©GE WAY INSURER D: Southold, NY 11971 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 00019981-545071 REVISION NUMBER: 24 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM DD[YYyy) (MM1DDryYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL202ORLHOO507 10/1512020 1011512021 EACH OCCURRENCE $ 11000,000 CLAIMS-MADE NXIOCCUR DAMAGE 11 ED PREMISES (E.o..rr nce) $ 100,000 X Contractual, Primar MED EXP(Any oneperson) $ 5,000 X Waiver of Subro PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY El JEST LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident L $$ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DEC) I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED EPRESENTATIVE (LIS) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on January 26,2021 at 02:50PM :yV,.[VL% k iVew YorksteEe-lnsurance,Fund. 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 46' ' A^^"AA 582445685SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 Imil SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 22746 04/15/2020 TO 04/15/2021 1/26/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO.GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE' IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:804006931 U-26.3 ,'nr'�L .Y,/'a N°pr ,� tPP',4: �!,J.y \� 7 a`1A.S 'i �• f. � s` ✓� ` ^' � 4 .i. .3 F. ` ar u :olousa E w. [S k :C ice o ver airs r ; >' VETERANS:l\IEIVIORIAL HIGHWAY'. HAUPPAUGE, NFW. YORK. 1178.8,' -`1F ' �A'T I E SSUED.' - -- - %22/20. .. _:..- - _ _.. - - � ' '8 0� IVo:4 29373�':ft STJ]EFOLK'COIN-TY - K : e,I rove atrc�cto z e se .:. _ :. .This is-to certify that . � a � - : a PAUL J.DAVEY a �, doing business as SLIG. OINS`�'R-1 'gI0N•:COR ' s havin .fernisfied.the're uirei eiits.set north iil'ac ordanc�.with.and:sub'eci to.ahe V rovisions of" siicable laws^rules and regulatiors,of the County of Suffolk, State cif l iew York is_,hereby licensed to.c- uct business as.a HOME ?{ : t -"� IMPROVEMENT COTRACI'OR,'inahe'County of Su#folk: -- rte: Additi' al'Busine'sses e� •,, �, NOT V IID_WI`CHOUr . ., DEP'AtT1VYl NTA SiAL � AND X-'6�J� NT CONSUSIER AFFAIRS ' II)I AA ,Director' `.._.;__;_ ........ . �• ,�• 'iek `I �`va' •` �iu.y 1�,'i.• ,/ .,. P/r,'C''�..fV /�r'✓�?1. �4' '• .� `-�- ':r ,,,�•r� ! .�-�'�,. �' ..iC"� r''.Jy .0. �.; �Ga ,C `,Z'R \ b a '�'Ct� `Sp ." ����'y��t •r a 'f, '' � h,' 9.. ." ✓ !r'.,r "�' n , .'Y'N' 'Fou �.c�'d� C. r, �' F'W �" `hill•.. "� y�;. .k. (��, r „w ��� JJ�+�i�,,. � „ CATALOG NUMBER- w LC240PC (COINIMATION COVER: We AMP MAIS BREAKER) -c3l-, BONii WHEN LC246PCC (CONISMATM COVER; 200 AMP NAM BREAKER) REQUIRED TYPE G PANE���PANTMARD. ................. 2w: SEE IW4 BP4!Aky'R AATM'G' 1 1011 A: I 0.:aV 2MY-120";Ac.10.JW TI'*S-"OF U'GA SA RATOII:S COM,*0TW TO ANY ONS ETAS V,151 NOT WW-C-R OF SPEAKER POLES, J EE AYlnr MCI,,KkNmE Ix.,VFF-ll*N- TO'W ACCe$$OW KIM E0Ja'-lE`r G%XJNO BARS-CATALOG MATS SERr- ,S'-Lr. CIIONT RLE31 PLATES'-CAMQO NLW.SER LXIWp(1-}- T145 F"A�BO"M IS INTEW)ED FOR 1N5TAUIAT1{k.'fN7O BOX NI=ER 16. SMABLE FOR USE AS SERVICE EOUIPMENT.WHEN USED AS 20 40 MCONNECT'LASEt TO FRONT NEXT TO TO ENICLOSIPt(I" BOND STRAP,(2)19SERT ROUND END OF BOND STRAP INTO L-'JEt!TR4L'W LINE Wni FLY YVSTRA P mawriNc,HOLE.(3)REA &IBLE BOND STRAP TO ENCLOSURE WITH TV-C-,N TO 1% 4I TIOHTEN CONNECTjOrl SE?SCREW ON ROUND END OF BOND STRAP TO 45 LBAN. NSUM-SCN--0-LEFT BAR SEK 3NE-S SPLIT NEUTRAL, C-LK':-_DO NOT USE BA$ED SPRAYS OR CWPOUNDS TO CLEAN,DAY OR LUBRICATE THIS DEVICE As IT WILL C-aLSS:O-t'ADATOOF-�%Q R-ASDC pAFIM raury d m*pancibmtrd is owal to the -MM '07TV c�'-sy-Awn Ot OlwmATIV4 dGViOes inSIRred as INTERRUPT WG. The C�'�Ca�WeAka's RATING x �Qy PANELOWADMAIN PANELBOARD BREAKERS 120240 Vac beansa-,ed r�PLtc'l'd 'ac i HER WjjZFEE,. I'sIed n#M _,76R.MD-HTR MP-1.MP-HT.PAH-T',MP-GT.MP-HGT. 22,000 A PMELBOAM BREAKERS 1 EFC-AXER.RISE MP-ET,MP-HET,MP-AT,MP-HAT, "s symm Wklm --j= -H. S"ncft I MD-A,MD-H,MD-TR,MD-HTR MD,�ITR�,ay b.4.,SW aS MP44TMPP-ffT, MD-H,MD-HTR MP=T MP-HT T'MP-GT MP-HGT, 22,000 A MD`H.MD-HTFLMOH, MP-67,MP-HET,NIP-AT,MP-HAT. symm rte,as.6-4k'vs's.am 11%1.�M'E'Voe"as ca'&-mse BLH.BOH,OJH2 MD-A,MD-H.MD-TR.MD-HTR MSX M---y Wes. MD-H,MO-HTR MP-T,MP-HT.MH--r,MP-GT,MP-HOT 42.000 A MP-ET-MP-HEL MP-AT.MP-HAT, rtns symm MD-A.MD-H,MD-TR,MD-HTR MP4A-1 MPP-Mi, MD-H,NID•HTFI MP-T"MP-HT,MH-T--,MP-GT,MP-HG l 65,000 A HS-HBO MP-ET,MP-HET MP-AT,MP-HAT. r=symm ts-40-V MD-A.MO-H,MD-TR.MD-HTR ��_lp--rw�m -MD4-L MDHTR MP-T,MP!Hr,MH-T,MP-GT,MP-HGT, 100,000 A dass T fuse MP-Er,MP-HET,MP-AT.MP-HAT, nns symm G-IMP MAIN r OTHER MAIN MD-A,MD-H,MD-TR,MD-HTR S*�- 7i:*§.ILM RAXD6 fiMD6. MOL-OJ2H MD-H,MD-HTR MP-T,ML-HT,MH-T--,MP-GT.MP-HGT, 42.000 A MP-ET,MP-HET,MP-AT,MP-HAT, ms symm MD-A.MD-H-MD-TFL MD-HTR C4-S L F.> HOJFa MD-H,MD-HTR MP-T,MP4fr,MH-T,M MP-HGT, 65.000 A MP-Er,MP-HET MP-AT.MP-HAT, mi symm L MD-A,MD-H,MD-TR,MD-HTR NOte I-Types eJJ4.BOH,HBL,HITQ.HOJI-12.QJ2H,and OJH2 are Siemens M, 13 FOR PROPER CEADFROW FIT TYPE MD-A OR MD-H SPEAKERS IN BRANCH POSITIONS SHOULD BE INSTALLED ADJACENT TO ANOTHER BREAKER I ADJACENT ADDITIONAL OR REPI.ACEMENT BREAKERS MUST BE OF THE SAME MANUFACTURER,TYPE,AMPERE RATING AND INTERRUPTING cx'AOFTY As ThOsE LISTED ABOVE SUCH THAT THE PANEL80ARD SHORT CIRCUIT CURRENT RATING EQUALS OR EXCEEDS THE A VAILABLE SHORT CIRCUIT CURRENT. WOREANTi THIS EQUIPMENT HAS BEEN DESIGNED FOR USE ONLY WITH THOSE CIRCurr BREAKERS AS LISTED ABOVE USE OF OTHER CIRUUIT BREAKERS IN THIS EQUIPMENT WILL VOID THE WARRANTY, USE CUAL VVIRE AT FANELBOARD LINE AND NEUTRAL TERMINALS, SEE MARKINGS ON BREAKERS FOR THEIR WIRING AND TORQUE REQUIREMENTS, SIZE WIRE ONLY TO WO OR 75C AMPACITY LIMITS.SUE WIFE IN ACCORDANCE WITH BREAKER MARKINGS AND WIRE 13ENDINO SPACE RECUTUAan. NEUTRAL MAIN TERMINAL WIFE RANGE--6 AWG-250 k.,i TIGHTEN NEUTRAL MAIN TERMINAL TO 250 LB-IN. NEUTRAL BAR TEU'MINAL VARE RANGE! EQUIPMENT GROUND BAR(41)TERMINAL WIRE RANGE-. SMALL TERMINALS: 14-6 AWG CU;IZU AWG AL SMALLTERMINALS: I"AWOCU;12-6AWG AL- LARGE TERMINALS-14-1 AWG CU:12-1 AWG AL LARGE TERMINALS.14-IIOAWG CU;12mIf0AWG AL- TIGHTEN NEUTRAL BAR AND EQUIPMENT GROUND BAR TERMINALS TO THE TORQUE SHOWN BELOW FOR THE VASE INSTALLED. 4.10 AWG 0 AWG 6 AM A-VO AWG WIRE .120 L54N 25 LB-IN 35 L84N LARGE TERMINALS; 35 LE-tN* 40 LB-IN 45LB4N 45 LI34N EQUIPMENT GROUNV BAR(02)TERMINALS ARE SUITABLE FOR ThE FOLLOWING WIRE COMBINATIONS: SMALL TERIANALS ONE 14 TO 6 AWG CU;ONE 12 TO 6 AWG AL:TWO 14 AWO CU;TWO 12 AWG CU.,TWO 12 AWO AL SOLID WIRES. LARGE TERMINALS:ONE 14 TO 2 AWG CU,ONE 12 TO 2 AM At-'TWO OR THREE 14 AWG CU;TWO OR THREE 12AWG CU OR AL;TWO 10 AWO CU;TWO OR THREE 10 AWG AL-THREE 10 AM CU SOLID WHEN TORQUED TO 50 LB-IN;THREE 10 AWG CU STRAMED, WHEN USED AS SERVICE EQUIPNIENITIUNUISED NEUTRAL BAR TERMINALS MAY BE USED TO TERMI EQUIPMENT GROUNDING V ARES IN THE COMBINATIONS'INDICATED FOR EQUIPMENT GROUND BAR TERMINALS: "Te 5804638t9 REVA Afumay Electrical ftfacts Serwns Energy&Aulormflon,Inc. T Alpharetta,Geafgla USA wr,.4m/Al AFMA A kl Hazardous Voltage, vollale poligroso.causal'A Is az I- To .u.n. I.-Ionss graves or su subs 1. R-PlIK ;.let p Turn De,-=necte I d.. equipment 0%q'P-;0t .7 :11 cause Will use death,serious Injury if ca rt muerte,losiones graves o dafio g.- 7.b 'U ro� betantial property damage. tanclat a Is propledad. 1 1. I ip off power supplying this d vmftho do otalgia a Oslo men before . g I.. ent Wore working ins]JI17. ardam da nbaW rent CATNU7A$EA: ` 1 LC24240PG (COMBINATION ca,rEFl: 2c4 AMP a1Alrt BREAKER) ..�..,dti. . QNB WHEN LC240PCC (ComBINAATTOM COWER; 200 AMP MAIN BREAKER) REQUIRED kROUEL:t9 TYPE1 E7•x:t.cz$t/RE{rHI.'4')ORI 1- I .•-•_21 AP.1FiIAY TtPE G SAMaElF3<]ARD,C:ASS CT TAAN$LOOA7'AO; �':. -r'"..,,w.___....,n_ I RAT:sYT-' i� _ rte_ i tt aY•:ANa<;Aa;Ta..SEE MAW BAEAWM RATWO, 201DWIZO V AG.+O.TV ,n �"• TINE SURA OF 81aEAngR RAIIAK 9 CCXWOC-TEO:0 AW OKl:STAB MLA`SR NOT EMCEED.ww • _r� rte_ £'dRC.TA74 I+104:'ATES MA'OM+-W IAAZER Or BRENCER P61AM _n.. n TO r•'F:�EI r:PEA,€Ra W1T74 7Rk•`PED KAN7}I.E i'OSITxTN BETAVE'EN'ON•AND•OFF• MOVE HANDLE TLT•ow,Ttt£H 7O' AC'..Fi`,. e4`K77L:; t`YJ:1>wm c4xxglo BARS•CATALLG NUMBER SSRSES-Lk', LB:AL"V711' 1*RIER PLATES•CATALOG NLV lSl--7 LX1,OMp¢t7, 71iLS PAt eLmAF,27 IS OVEN. D FOR tN'S.TALLArAA ONTO BOX NUMBER 36 _n n_. SUITABLE FOR USE AS SERVICE EQUIPMENT.WHEN LtSED As 2040 -ZZOHAY" -X*I NECT• RSEI. O FRONT NEXT TO TO KC" 70 ETdMMJS :E W REMOVE-GREW SECURING BOND STRAP. (2)INSERT.ROUND ENO OF BOND STRAP INTO LAq=f•11E:x N.EVTRAL'N LANF,IY:T•r V Wt,-TRA P MOUNTING HOLE. (3)REASSEMBLE BOND STRAP TO ENCLOSURE WITH =+C+�"' '��• Yui. T3 'TEN TO`• w1 a+T16,14 :-N CONNECTOR SET SCREW ON ROUND END OF BOND STRAP TO 45 LB-IN. 's'c'rTH N.�d.f-WRAC Et'�,Y<11,LEFT B.AR BR:7X1ltES SPUT NEUTRAL. DO NOT L--HYL'Y 4—,ON'Bd•CEO SF CAt.45E OC—R4DA'+M OF 1Y4t'e*MAST$C PARTS. RAYS CWCOMPOUNDS TO CLEAN,DRY OR LUBRICATE THIS DEVICE AS IT WILL TT1P St1P•TKA^i 41r1'C7�raWV Orris Par10s3M d is eGUai t0 the STEM im:a"tatity,atxal°"'.�system CA-VmmeM d9vkes,Instaited as INTERRUPT SSh.u�un.''erose. TTte trh[l'ar9j'ttN akars tVitrCtl" PANELfMZAROMAIN PANELBOARDBREAKERS RATING at be ststa'led at me pa;ta+4 e,34d 120240 va are c5ose s 6.60 n fats OTHER MAdN.FEEDER MD•H,MO HTR MP-T.ME HT.MH -MP-GT,MP•HGT 22,000 A , P4.YET-L�w;—BREAKERS SP;££A+."EA cr FUS£ MP•ET MP•HET.MP•AT,MP-HAT, ms symm cmx, Ttw N.J4i See Nre 1" MD•A,MD-H.MD•TR,MD-RTTR MD-HTR tray be v>s,-d as 'M?-HTMPP•HT, MD•H,MD-HTR MP•T,MP-HT,MH-r,MP-GT,MP-HGT, 22,000 A •Exp 3s c0+t'4ttss m".MD-HTRMOH.� MP-ET,MP-HET,MP-AT,MP-HAT, ms symm nod,gg 1?-s k"5%own a� •� MD-A.MQ-H,MD TR,MD-HTR Mtrr'ay tygtas, MOI,OJ2H MO•H,MD•HTR MP-T,MP-HT,"MH•T',MP-GT,MP-HGT 42.000 A MP-Ef,'MP-HET,MP-AT,MP-HAT, rms syt MD-A,MD-H,MD-TR.MD-HTR �I MP-lfC MPP-ASL MD-H.MD-HTR MP-T,MP-HT MH•T••,MP-GT,MP-HGT 65,000 A •k7H•T E_VR HSL,Mao MP-Ef,MP-HET,MP-AT,MP-HAT, tms symm Lu-T ts-AO m:p MD-A,MD-H,MD-TR,MD•HTR 200 amp raaxanOurlMD-li.MD-HTR MP-T.MP•HT,MH-T.MP-GT,MP-HGT, 100,000 A d+ T hiss MP-ET,MP-HET,MP-AT,MP-HAT rms symm 'G-OU-MAJN.OTHER MAIN MD-A,MD-H,MD-TR,MD-HTR LikM HMD6. 4 ttQL pJ2}{ MD•H,MD-HTR MP-T,MP-HT;MH-T••,MP-GT,MP-HGT• 42.000 A MmXDfiJAx.1'a"YD6 t WD5,HNXOS MP-ET,MP-HET,MP-AT,MP-HAT, rms symm _ MD-A.MD-H,MD-TR,MD-HTR C&S5 L F,ne tRMO-A,MD-H,MD-TR,MD-HTR OJH2 MD•H,MD-HTR MP-T,'MP-HT,MH•T,MP•GT,MP•HGT, 65,000 A MP-ET,MP-HET.MP-AT,MP•HAT, rmssymm f f:Tppos BAH,BOH,HELL HBO,HOJ112.07211,and QIH2 are Slemens types, O FOR PROP=LLT D'-Abr^A,OKT FR,TYPE MD-A OR MD-H BREAKERS IN BRANCH POSITIONS SHOULD BE INSTALLED ADJACENT TO ANOTHER BREAKtR. AOMMAL OR REPLACEMENT BREAKERS MUST BE OF THE SNORE MANUFACTURER,TYPE,AMPERE RATING AND INTERRUPTING CAPACITY AS Ti-CSE LISTED ABOVE SUCH THAT THE PANELBOARD SHORT CIRCUIT CURRENT RATING EQUALS,OR EXCEEDS THE AVAT.ABLE SHORT CIRCUrr CURRENT. APQFr ,,,THIS EQUIPMENT HAS BEEN DESIGNED FOR USE ONLY WITH THOSE CIRCUIT BREAKERS AS LISTED ABOVE USE OF OTHER CIRCUIT BREAKERS IN THIS EQUIPMENT WILL VOID THE WARRANTY. USE C.UJAL_WIRE AT PANELSOARD LINE AND NEUrRAL TERMINALS, SEE MARIONGS ON BREAKERS FOR THEIR WIRING AND TORQUE REQUIREMENTS. SIZE WIRE ONLY TO 6Tc OR 7s°C AMIPACRY LIMITS,SrzE WIRE IN ACCORDANCE WITH BREAKER MARKINGS AND WIRE SENDING SPACE REQUIREMENTS. NEUTRAL MAIN TERMINAL WIRE RANGE:6 AWG-250 kcrm. •TIGHTEN NEUTRAL MAIN TERMINAL TO 250 UMN. 4 NEUTRAL BAR TERMINAL,WIRE RANGE EQUIPMENT GROUND BAR(01)TERMINAL WIRE RANGE: SMALL TEFUNALS: 14.6 AWG GU;;126 AWG AL SMALLTERMINAM 14.6 AWG CU;12.6 AWG AL. LARGE TERMINALS.14-1 AWG CU;72-1 AWG AL LARGETERMINALS:14-TIO AWG CU;12-IM AWG AL TIGHTEN NEUTRAL BAR AND EQUIPMENT GROUND BAR TERMINALS TO THE TORQUE SHOWN BELOW FOR THE WIRE INSTALLED. WIRE SIZE 14.10 AW. 8 AW 6 AWG 4.60 AWG SMALL TERMINALS: 2018•IN 25 LB-JN 35 LEHN LARGE TERMINALS; 35 UB-IN 40 LB4N 45 LB IN 45 LB-IN EOUJPMWr GROUND BAR(M TERMINALS ARE SUITABLE FOR ThE FOLLOWING WIRE COMBINATIONS SMALL TERMINALS:ONE.14 TO 6 AWG CU;ONE 12 TO 6 AWG AL:TWO 14 AWO CU;TWO 12 AWG CU;TWO 12 AWG AL SCUD WIRES. LARGE TERMINALS:ONE 14 TO 2 AWG CU;ONE 12.TO 2 AWG AL;TWO OR THREE 14 AWG CU;TWO OR THREE 12 AWG CU OR AL;TWO 10 AWG CU;TWO OR THREE 10 AWG AL:THREE 10 AWO CU'SOUD WHEN TORQUED TO 50 LB-IN;THREE 10 AWG CU STRANDED. WHEN USED AS SERVICE EOUPMENT)UNWED NEUTRAL BAR TERMINALS MAY BE USED TO TERtiINATE EQUIPMENT GROUNDING WIRES IN THE COMBINATIONS INDICATED FOR EQUIPMENT GROUND BAR TERNUMALS, SSW6.38-W REVA Murray Eledrical Pmdads S+ernens Energy&Autonation,Inc. T J/ Alpharetta,Georgia USA Hazardous Nottage. Voitaje pettgroso.CausarA 18 VAI cause death,serious Injury ' muerte,lesiones graves:o dono or substantial property damage• substantial a Ia proptedad. Tum oft power supplying lids DemmeM 61 o d.ene,gta a.1 equipment before WOTMng inside, eQl!p0 antes 6 imbaiar an m 9iwix CATaltSu NUMBER: UJ LC240PC(comEnNAmNICOvER, 200 A&?P MAW BREAKER; LC240PCC (COMBINATION COVER; 20D AMP MAIN BREAKER) --_REQUIRED -- WJKAAY T"PE G PAAELSOAFID,CLASS CTI.PANELSOARD, 21 SEE M4AN BREAKlin RATIala 10.jw ._.r,...... ZNY"v Ac.to.3w RAPNGS CONWCTED TO ANY 04 STAA MUST NOT "J SER or DwwM PO.A-, TO rc""L-OEum -'D6rA,"O'Opp WYl KWXE TO 1011,TIGN to'w ACCESSCAY Klm C41OLWO RAPS-CATALOG WWBM genES.W. Ctk..ACIId.PJ LER PLATES.CATALOG NUMBER LX10"it-., TIS Pad ,L�pgD IsMA INSTALLATIL-tNrO SOX WNUM 36. NUNIUM 36. SUITABLE FOR USE AS SEMACE-EQUIPMENT WHEN USED AS 20 -40 �L' MOMIEW.AFKV--ZRVCE D*Ca,;NECT-LABEL TO FRONT NEXT-To VAIN SPEAMA KANGLE M-OLM;Rr(1)RsA�qcpt�v SWURING BOND STRAP.(2)iNswRA r RGU�O END OF BOND STP iwo W-1--17%4114 L0,C SCwr,�1A P X*vNl SC- .,11{ TGj-,- '.�'\ '�,T��'HTEN CONN INV,HOLE.13) fi NO STRAP TO ENCLOSURE WrM N To `, REASSEMBLE So W-��H •wt�. ectweD, SEWW'SS SPLIT EC-On SEI SCREW ON ROUND ENO OF BOND STRAP P T.0 45 IIB-IM CALMM DO NOT USE HYDOOCApMN BASED SPRAYS on COMPOUNDS TO CLEM,DRY 08 LUBRICATE THIS oEvice As IT WILL Cv-3,44-DE-0-mroN CtF qcA%E PL0.4Tir PARTS +fstieces insinUed as STEM NTERAUPT -"V 1-1'T LIW�btvlakem wh'ch may RATING at be PANELOMDMAIN PANELBOARDBREAKERS 120240 v,c am-cl ?Wes 0 the f�511+£R LN JN,-FEEDER MO`H-MD'HTR- MP-T.MP-HT,MH-T-,MP-GT,MP-HGT, 22.000 A PANELB�BPEAKE;ts 1 GSWER a FUSE MP-ET'MP-HET.MP-AT.MP-HAT, "S sy=i cokwm i ypes.VD-H Ste Nom I MDA,MD-H,MD-TR.M0.HTR or nwb0v%S!awM V67K MO-HTR MP-T.MP-HT Ml-T-,MP-GT. P- MPJ4S HGT. 22.000 Attze-Zvoe"as Lie MP.ETMP:HET.MPATMP-HAT rms symm rwpl as r°e<-i?<trs s,onn ate BL4.SQH,OJK2 MD-A,MD-H,MD-TR,MD-HTR * Lk" �0114 MD-H,MD-HTR MP-T,MP-HT;mH.r.MP-GT. C2L0I0WaT'Vhmffea*mm M P -HGT 42. 0 00 AMP-ET.'MP-HET.MP-AT.MP-HAT, _S symm MMD-A.MD-H,MD-TR,MDHTR iF—'-MpP WwV7"'MD� g _P-T.MP-HT-M-'--P-GT MP-HG 65. AHBJ-HZMP-�T, �---r'-P-AT'MP-HAT rine symm ht4-T%5-0.'np MD-,MD-H.MDTF,MD-HTR MDH.MD-WTR MP-T,MP-,T,MH-T,MP-GT-p-H T, 100,000 A GPOUf MAN OTHER MAIN 'p-ET,MP-HET,MP-AT,Mp•HAT, mm symmMD- MD4i,M k MD-HTR MOL-012H MD-H,MD-HTR HM)06ND6.NXD6.hNDE.HNXD6 MP-T,MP-NT( MP-GT,MP-HGT 42 000 A MP-ET,MP-HET.MP-Ar.MP-HAT. rtns symm MW L FWMD-fi,MD-H.MD-TR,MD-HTR HQJH2 MD-HTR' MP-T,MP-HT,MH-T�MP'GT, " M"40T65—;000A MP-Er.MP-HET,MP-AT MP4iAT. " MD-A.MD7H.MD.TR,MD HTR s symm Nae I-TYPM BLH.BOH,HBL HBO.HCUH2,QnH.and QJH2 am Swmns types-A. pea- Is FCO PROPER DEADFRONT,FIT TYPE MD-A OR NCH BREAKERS IN BRANCH POSITIONS SHOULD BE INSTALLED ADJACENT To ANOTHER BFWAKER. ADURON- CA-'.,,TY'AL,OR ROLACEMENr SPEAKERS MUST BE OF THE SAME MANUFACTURER,TYPE,AMPERE RATING AND INTERRUPTING THOSE LISTED ABOVE SUCH THAT THE PANELSOARD SHORT CIRClUrrCURRENT RATING EQUALS 0 C AVAL48LE&'IOM CIRCUIT CURRENT. A EXCEEDS THE Lk�-,Rr-rr,THis EWPMENT HAS BEEN DEZGNEO FOR USE ONLYI E CIRCUIT BREAKEAS�AS LISTED ABOVE. O`RHER CIRCUIT BREAKERS IN THIS EQUIPMENT WILL VOID THE WAwrAmHm,,YUse or USE GU/AL.WIRE AT RANELB6ARD LINE AM NEUTRAL TERMINALS. SEE MARKINGS ON BREAKERS FOR THEIR WIRING AND TORQUE REQUIREMENTS. SIM WIRE ONLY TO WC OR 75°C AMRACITY LIM:SUE WIRE IN ACCORDANCE WITH BREAKER MARKINGS AND WIRE BENDING SPACE REOU01ZMENTS, NEUTRAL MAIN TERMINAL WIRE R4NGE:6 AWG-250 WTa •TIGHTEN NEUTRAL MAIN TERMINAL TO 250 LB-N. S NEUTRAL BAR TERMINAL WIRE RAM2-6 E-, MALL T ERMINALS'*14-6 AWG W, 1AWG AL EOUI PMENT GROUND BAR(1)1)TERMINAL WIRE RANGE. LARGE TERNIIINALS, SMALLTEAMINALS!14-6AWG CU;12-6AWG AL. .14-1 AWO CU;12-1,AWG AL LARGE TERMINALS:114-110AWG CU;12-IMAWG AL TIGHTEN NEUTRAL 84p AND EOUIpMENT GROUND BAR TERMINALS TO THE TORQUE SHOWN BELOW FOR THE WIRE INSlALLEG, SMALL TERMINALS. 4-t M AWA, 20 L84N 25 LB-IN 35 MIN tARGE7ERMWALS- 35 U34N 40 MIN 45 LB-IN 45 LB-IN EQUIPMENT GROUND BAR(*2)TERMINALS ARE SUITABLE FOR THE FOLLOWING WIRE COMBINATIONS: SMALL TERMINALS.ONE 14 TO 6 AWS CU;ONE 12 TO 6 AWG A SOLID WIRES. L.TWO 14 AWO CU;TWO 12 AWG CU..TWO 12 AW,AL LARGE TERMINALS:ONE 14 TO 2 AWG CU;ONE 12 TO 2 AWG At,TWO On THREE 14 AWG CU;TWO OR THREE 12AWG CU OR AQ TWO 10 AWG CU'.TWO OR THREE 10 AWG AL-THREE 10 AWG CU SOLID WHEN TORQUED M so LE4W.THREE 10 AWG CU STRANDED, WHEN USED AS SERVICE EQUIPMDM,)jNUSED NEUTRAL BAR TERMINALS MAY BE USED TO TERMI "RES IN THE COMBINATIONS INDICATED FOR EQUIPMENT GROUND BAR TERMINALS "TE EQUIPMENT GROUNDING SSM638-09 REVA Murray Elaftcal Product; Siemens EneW&Aulomallon,'Inc. T 0 p Alpharetta,Georgia USA 7r,dou-s Voltage. V611ale =11 ca Inj muerte, pubs ir orsubsto Turn off equipment Inside, eW antes do hbW on so rftiat if_ se use death,serious inluo pallgroso.CauserA Is W a,lesidnes graves 0 d8fid nUal Property damage. tanclal a Is propledad. I'm power supplying .P.. ower suppvrlb M %M*&M do&V before Werid gla a esta before woricing Inside. • ��t • O �O N t r Y 8�i0i� s � as slil�� lfjt9ief � — a t�}h� I sEf z+ !ft r 3 3 ss14 - Rtar IP i-ij ADOVAIT ► rr. }x� o CATALOG NUMBER U) LC240PC (COMEMATIONCOV'M 200AMP MAW BIREAKER1 ..cv I BOND WHEN LC240PCC (COMBINATION COVER; 200 AMP MAIN BREAKER) ..-.....REQUIRED M*DZL.18 Tyns I ET'41.mjmiiurxx1 1A.iRAAV TYPE G PAUELOOARO.CLASS CTL PANELBOAAD. ............... M-A SSE S,"BREAr-'A AXING. M240�Al� 10-1y AC.0.3W zj THE SLAA OF BREAKER RArfNGS CONNECTEOM ANY ONE STAR MKII NOT EXCEED ZMA CAAGRAM 9.0CATES MAX-MAI NJAIEBR OF BREAKER pDLC.S, M ri.Z."L",BREAKERS=14 TRIMED HAMXE;PDStj*N BETWEEN'ON,ANDOfp LK)%,KMAXE To VF T14EN to VIT ACCE!,'�'rrKITS EOL:%(S%T GMAM a-VTS•CAMCC;NuM&M SERIES-t C*-, 'RCW'F43SA PLATES-CATALOG MA4BER LXiDaip TVaS PANIaMOARD is P9SNM FCA L,,iSTAItATICN ttj)o BOX"MMI'l 36, SU;TAO-E FOR USE AS SERVICE EQUIPMENT.WHEN USED As 20 40 _=1UE=T-W16ITPLY'SER�DLe�LABEL TO FRONT NEXT TO To SCII,"'E10,111AL TO REMOVE XAM SCOURING BOND STRAP. (2)INSERT SOUND END OF BOND STRAP INTO LAA'E:•1\E LIF 1$.1 BCA'C". IMD-'x-.cm-N To 'TRA P kfOUNIING HOLE (3)REASSEMBLE BOND STRAP TO ENCLOSURE WITH 01 T1,!HTSN CONNECTOR SET SCREW ON SOUND END OF BOND STRAP TO 45 LB-IN. NELTRALSO#d*'0 LEFT BAR SE=4M SPLIT NEUTRAL, DO NOT USE HY000'ClARPON BAS SPRAYS OR COMPOUNDS TO CLEAN,DRY OR LU13RICATE THIS DEVICE As IT WILL CkLP1z DEGRADATION OF sCmk Pi_4srn PARTS, ,rt* ratty 0 ntis Darwbwrd is must tothB _ STEM am"'atypes leme o�-T MD-H,MD-HTR °"'e0— sYstem of c1WnffTV'I deykes instared as INTERRUPT to rsu-'M.VV'a��rd may PM H�DMAIN RATING at FEEDER PANELBOARDBREAKERS 1201240 vie .HTR M17-T.MP-HT.MH-T',MP-GT.MP-HGT. 22.000 A w bsec 0 r PANEL BREAKMS SASkIEP I FUSE MP- ET,MP•HET.MP-AT.MP-HAT, -8 symm cakvn T11�s X040 m S"Note I MD-A,MD-H,MD-TR,MD-HTR VZ-KYR may be rm-Wed M UP44TMPP.HT I MD-H-"'[)-HTR MPT MP+M MH-T-,MP-GT,MP-HGT, 2:1000 A n%� Ewpt as MD-NMP-ET.MP;HET,MP-AT MP-HAT, ans,symm BLH.M'H,QJI42 MD-A,MD-H.MD-TR.MD-HTR Mzuray Types.rcledal!:�-eakers sroven am MOL.OJ2H MD-H,MO-HTR MP-T,MP-HT,MH-T*,MP.GT,MP-HGT, 42.000 A MP-ET.MP-HET,MP-AT,MP-HAT, "s symm MD-A.MD-H,MD-TF1,MOIHTR iI MPP-MT. M0.H,MO•HTFIMP-TMP-HT MH.T---M P-GTMP-HG I 65.WO A Lq4.T 1 S.-O am* Ha�HBO MP-ET;MP-HET MP.ATMP-HAT, rms symm MD-A,MD-H,MD-TR.MD-HTR MD-H,MDHTR MP-T,MP-HT,MH-T,MP-GT,—MFHGT, 100.000 A MP-ET,MP-HET,MP-AT,MP-HAT, rms symm GSCkrP 6UUN v OTHER MAI MO-A,MD-H.MD-TR,MD-HTR _"v�7,7*MrD9 VXC,6 HV06- 1 MOL-OJZH MD-H.MD-HTS MP-T,NIP K%OZ6j,iD6.NXO6.HNDfi'HNXD6 -HT,MH-T".MP-GT.MP-HGT. 42.000 A MP ET,MP-HET,MP-AT,MP-HAT, rms symm Class L MD'A.MD-H.MD-TR,MD-HTR HOJH2 MU-H,MD-HTR T,MP-HT,MH-T,MP-DT,MP.Ha, 65,000 A MP-ET,MP-HET,MP-AT MP-HAT, rms symm MP MD-A.MD-H,MD-TR,MD-HTR NoM I.,Types SLH,SOH,HBL,HBO.HCUH?L QJ2H,and UJH2 are Siemens tytW& f3 N FOR PROPER DEADFRONT FIT TYPE MD-A OR MD-H BREAKERS IN BRANCH POSITIONS SHOULD BE INSTALLED ADJACENT TO A OTHER BREAKER AMMONAL OR REPLACEMENT BREAKERS MUST BE OF THE SAME MANUFACTURER,TYPE,ArdPERE RATING AND KIEFIRLIFITING ACVA8E -1AC$TLyAS THOSE LISTED ABOVE SUCH THAT THE PANELBOARD SHORT CIRCUIT CURRENT RATNG EQUALS 08 EXCEEDS THE SHORT CIRCUIT CURRENT. THIS EOUMMENT 14AS BEEN DESIGNED FOR USE ONLY WITH THOSE CIRCUIT BREAKERS AS LISTED ABOVE.USE Or OTHER ;'J(T BREAKERS IN THIS EQUIPMENT WILL VOID THE WARRANTY. USE CUZAL WIRE AT PANELBOARD LINE AND NEUTRAL TuRmiNALs, SEE MAIRKiNGS ON BREAKERS FOR THEIR WIRING AND TORQUE REQUIREMENTS, SIM WIRE ONLY TO WC OR 75°C AMPACITY LIMITS.SITE VASS IN ACCORDANCE WITH BREAKER MARKINGS AND WIRE SENDING SPACE PECIULP&AENTS. NEUTRAL MAIN TERMINAL WIRE RANGE:6 AWG-250 korhL •TIGHTEN NEUTRAL MAIN TERMINAL TO 250 LB-tN, NEUTRAL BAR TERMINAL WIFE RANGE. EQUIPMENT GROUND W(X1)TERMINAL WIRE RANGE: SMALL TEFMNALS: 14.6 AWG CU;12.6 AWr,AL SMALLTERMINALS: 14-6AWG CU;'12-6AWG AL. LARGE TERMINALS,14.1 AWG CU;12-1 AWG AL LARGE TERMINALS:14-IIOAWG CU;12-1,I)AWG AL Tr'"TEN NEUTRAL BAR AND EQUIPMENT GROUND BAR TERMINALS TO THE TORQUE SHOWN BELOW FOR THE WIFE INSTALLED. YMSE SIZE 14-10 4-IM AWG SMALL TERMINAL& 20 LEWN 25 LB-IN 35 L&AN — LARGE TERMINALS: 35 L54N 40 LB-IN 45 LB-IN 45 LB-IN EGU'RMENT GROUND BAR(M TERMINALS ARE SURABLE FOR TME FOLLOWING WIRE COMBINATIONS: SMALL TERMINALS.ONE 14 TO 6 AWG CU;ONE 12 TO 6 AWG AL:TWO 14 AWG CL);TWO 12 AWG CU.,TWO 12 AWG AL SOLIO WIRES. LARGE TERMINALS:ONE 14 TO 2 AWG CU;ONE 12 TO 2 AWG At,TWO OR THREE 14 AWG CU;TWO OR THREE 12 AWG CU OR At;TWO 10 AWG CU;TWO OR THREE 10 AWG AU THREE 10 AWG CU SOLID WHEN TORQUED TO 50 MIN:THREE 10 AWG CU STRANDED. WHEN USED As smmE Eaupmeirr,tNusp NEUTRAL BAR TERMINALS MAY BE USED TO TERMINATE EQUIPMENT GROUNDING WIRES IN THE COMBINATIONS INDICATED FOR EQUIPMENT GROUND BAR TERMINALS. SOD48-418-09 SEVA Murray Efeekical Prvducb Siemens Energy 9 Automation,Inc. T Georgia SA M.'Alpharetta, U Y111"Llaw H—gd Volta IQ muerte, I Job 7�suib. ous Voltage. IQ peligroso.Causara to use death,serious Injury e,leslones graves o dafto or substantial property damage. tanclal a la prop-ledad. Turn If power suppVng INS Deseoiwa el witinistm do onergla a asta 7equipment before worldng inside. eww antes do habW en so ow4m 5 BOYD — HOBBS WELL 104-1-23 104-4-9 EXI5TI NG 00 CE55POOL \0 0 E�-•�g6 I GRADE EL. I G MAX. SLOPE 5% NEW GRADE EL.14.8 N6gok ,50/ \ ; N WELL 1.E. L 14.5 SLOPE DOWN 1/873Q — / 6o PER FT. ��•��•�` EXISTING I.E. EL 3.9 m Z WELL �, \ Q SLOPE DOWN I/4° I.E. PER FT. 2 - \ O \ PAPAAL 2ND FLOOR - DREW5 1+ ADDIT)AN TO EXISTING 1200 GAL. WATER LEV L z 104-4-7 \ �O �� 6. \5TRUC�PE. SEPTIC TANK X65 rn . 2 8'fD x G'D. 1 EL. l59 LEACHING POOL SEPTIC SYSTEM w ISTING WELL euj5g a \ m m �0� lnv tS�I� pip X35 WWIA-b�Y SCALE : N.T.S. s AS BUILT e e -� er i� \ g Lq9 .R 2. SS=s N A IPROk� T� iMAfILG�7 2c7vS 1 QF3 dd y 5b 0`� TEST H �E r�r% r0�5� „X 1` � LP OCATION ���(bS .c ^` \�\R Ej' g E O 1 Sl P� \v " iA9 5�0 1 LP 0 VJ a 6i BY: McDONALD GEOSCIENCE a 'd9 SQi 1 SOUTHOLD, N.Y. DATE: 10122101 E: BASED ON SURVEY FOC0 ____— 2 _ — — p GRADE EL. I I (APPROX) E'k'. w rte ? r rq q. J DENISE BALZARMI t � — �� 0.5' BROWN SANDY LOAM OL 0 U- JAMES BALZARETTI \� / ��3 - — 3 EXISTING BROWN LOAMY SAND SM 1 E-3 L ° d SITUATE: CESSPOOL 0 s 8 0 PALE BROWN IF TO ( t,- ° TOWN OF SOUTHOLD, \ / �'100' MEDIUM SAND 5P .; SUFFOLK COUNTY, N.Y. N ` /�' — 13.0 c� 0 r-a u ryi � TAX DISTRICT : 1000 o E�• 50 WATER IN PALE BROWN a TAX SECTION : 04 56gok3 1 7, FINE 70 MEDIUM SAND SP cP vY TAX BLOCK 4 WATER ENCOUNTERED 1 3.G'BELOW SURFACE TAX LOT 8 0 CE55POOL �� . i MAP OF : NASSAU FARMS cessPooL TEST HOLE DATA ..., . MAP FILED NO. : 1179 Q SCALE : N.T.S. FILED MARCH 28, 1935 . 0 CESSPOOL BALZAI2ETTI \ 03/23/05 OCESSPOOL ED B O/��0 AS BU I LT c R � FAI RWEATH ER-BloOWN DESIGN ASSOCIATES,INC. 205 BAY AVENUE E X 1 5 T I N G I T E P L A N A- 1634 yoGREENPORT, N.Y. 1 1944 AS BUILT SCALE: 1 "=40' 0" WELL FOF N C=,31 -477-9752 (Fax) G31 -477-0973 RErl.'ElVED SLIF OUK COUNTY -{Ef,,LT[i SERVICL 2005 MAR 25 r P 2: 31 S G904850" W ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES I OO . OOI MI5C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THIS PROJECT 15 THE DEMOLITION AND REBUILDING OF AN EXISTING DECK AND SUNROOM ON A GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 13CNY5 2020 I-STORY SINGLE FAMILY WOOD FRAME RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNY5 2020 2.THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNYS 2020 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) FLOOD ZONE WA (PER FEMA MAP) FROST LINE DP 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK ' E L. 1 5.8' STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF 4 PA WOOD FRAME WEATHERING PROBABILITY 36' E L. 7.3BABILITY SEVERE (PER BCNY5 2020 CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5.DE51GN LOAD CALCULATION ARE BASED ON: LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEN YORK STATE 2020. PER TABLE 1607.1 BCNY5 2020 DEAD LOAD:CALCULATED AS PER R301.3 AS PER 13CNYS 2020, ROOMS OTHER THAN SLEEPING 40 F51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG. 8301.2(5)BCNY5 2020. SLEEPING ROOMS 30 PSI WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. ATTICS WITH LIMITED STORAGE 20 PSI ATTICS WITHOUT STORAGE 10 P51 5TAIP.5 40 P51 LOCATION LIVE DEAD DELECT LIMIT I ST.FL 40 LB. 12 U3CO APPPOVED AS NOTED 2ND.FL(SLEEP AREA) 30 LB. 12 U36D ATTIC(NON STORAGE) 20 LB. 10 U3GO NAILING SCHEDULE DATE:Lli- B.P.# ROOF 20 LB. 15 U360 (PER AF 4 PA AMERICAN WOOD COUNCIL WPCM FOR ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) G.THE ARCHITECT A55UMES NO RE5PON5113ILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN FEE:NOTIFY BUILDING D1�DI Di. 71ARTPrIENT AT CONNECTION WITH THE WORK. ROOF FRAMING 3 PER RAFTER 765-1802 8 AM TO 4 PM FOR THE THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBIUTY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAPIER TO TOP PLATE(TOE-NAILED) OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST FOLLOWING INSPECTONS: 7.CONTRACTOR TO VERIFY ALL DIMEN51ON5 BEFORE 5TARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 1. FOUNDATION - Tt1 G REQUIRED DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACrOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OREXCEPTIONS AS BLOCKINGTORAFTER (END-NAILED) 2-Sd EACH END I OR POURED CC'�;;ht'TE NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END I 2. ROUGH - FRAME . LUMPING WALL FRAMING - ION TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 3. L COMPLETE THE WORK. FINAL CONM CO 4. FINA 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.51DE I N MUST AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVAL5 AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES BE COM ALE?h J. ALL CONSTRUCTI' �:r�LL MEET THE i _ OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-16d PER 2x4,2x6,2x8 RESPECTIVELY ( REQUIREMENTS OF THE CODES OF NEVA BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END JOINT OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT YORK STATE. NOT RESPONSIBLE FOR 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND I505TING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING DESIGN OR CONSTRUCTION ERRORS, AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END ' INSTALLATION OF NEW YORK. BLOCKING TO J015T(rOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T COMPLY WITH ALL CODES OF 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON(EDGE (TOE-NAILED) 3-1 PER JOIST DEMOLITION AND CONSTRUCTION. BAND JOIST TO JO0I1 STT(END-NAILED) 3-16d PER JOIST NEW YORK STATE & TOWN CODES 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT AS REQUIRED AND CONDITIONS OF TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP.REMOVAL,OR CAPPING OF EQUIPMENT ROOF5HEATHING AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING I _ ,�ZC^ FOUNDATIONS I•x6.OR I k8' 2$d PER SUPPORT T,Qyylr 1.ASSUMED SOIL BEARING CAPACITY, 1,500 IbJSq.Ft. I k 10'OR WIDER 3$d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 PSL.-28 DAY TEST. v,J`I I rl y, !r' ' 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING5HEATHING EXISTING SEPTIC 501!?{�LU;�V�rTRUSTEES r GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD +' GENERAL CONSTRUCTION WALL SHEATHING TO REMAIN 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TRUCURAL PANEL 8d (TABLE 3.9) -- -_ I J. ` COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/16" 8d 3-EDGE/6"FIELD 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3'EDGE/6'FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD ad (TABLE 3.9) OR BETTER. PARTICALBOAPD PANELS 8d (TABLE 3.9) RET IN STORM WATER RW!OFF OCCUPANCY 0 B.ALL ENGINEERED LUMBER SHALL BE A5 INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING PU SUANT TO CHAPTER 236 USE I S UNLAWFUL AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I k6'OR 1'x8" 2$d PER SUPPORT I __ C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. IN I O'OR WIDER 3$d PER SUPPORT 5. EED..ALLLSUB HEADER5G''-OGTO BE APA A DOVERSHALL13ESUPPORTEDWITH OUBLEUPRIGHTS,9'-O'ANDOVER FLOOR SHEATHING { OF HE TOWN GODS. WITHOUT CERTIFICATr WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS II OF OCCUPANCY F.50LID BLOCKING SHALL BLD E PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 1'OR LE55 8d 6'EDGE/ 12"FIE OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN II Od 6-EDGE/6'FIELD G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR A5 NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING r H.PROVIDE DOUBLE UP FRAMING UNDER ALL P051`5 AND PARALLEL PARTITIONS OR AS NOTED ON I•x6'OR I k8' 2$d PER 5UPPORT - DRAWING. I N 10'OR WIDER 3-8d PER SUPPORT Lu I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL .� CONNECTOR5 BY'51MP50N"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. O ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND'PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING 5CHEDULE. O K.PLYWOOD SHEATHING TO BE NAILED ad NAILS @ 4'O.C.EXTERIOR EDGE5 AND Gd NAILS @ 12' O u JANUARY,2021 O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. •� L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. O M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY'51MPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE 12•SPACING HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. ALLOWS TIONHOLw" 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TANT AS NSTALLATION-�- THESE PLANS ARE AN INSTRUMENT OF REQUIRED. 1 SERVICE AND ARE THE PROPERTY OF THE G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. COPNrP STUD ENDwAu CONNECTED TO ///���� I I ///��� ARCHITECT.INFRINGEMENTS WILL 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/4 PA WCFM-1995.(SEE NAILING TRANSFER SHEAR ( , ` BE PROSECUTED SCHEDULE) ° /1 v J \ ` V 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED (2)1 Gd COMMON C 1 1 O cc MEMBRANE. a NA LS®6'O.C. ``Y/ -� 2019 ALL RIGHTS RESERVED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND h 18'-QII PROPOSED I EL• 15.9' CHIMNEY,AND ROOF AND WALLS. DECK I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWNGS AND SHALL BE 2-1/2 ib. DENSITY FIBER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRP-FORMED FIBROUS CORNER z GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CL05ED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWWGS' HOLDDOWN 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 13. NEW HARDWARE SHALL MATCH EXISTING. As NeE°m 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND 5HALL BERobert 1. Brown '5HEETROCK 5W BY U.5.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" RIDGE TEN51ON STRAP Architect, P.C. 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR All exterior iighting FINISHES ` I installed,replaced or ZO Bay Ave. Greenport NY CORNERS SHALL HAVE METAL CORNER BEADS. f 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SAI4DED AND POLYURETHANE, DGE ARD/ inPo@ribrownarchitect.com repaired shall confo 2C EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. I- I OII to Chapter 172 631-477-9752 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET PED SEAT ADHESIVE. JOIST HANGER. 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED WOOD BEAM PER wFCM 5BC TABLE 2.4 Of the Town Code EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTUP.EK5 SPECIFICATIONS AND PROVIDING8D COMMON NAILS RECOMMENDATIONS. COLOR TO BE SELECTED. �D IN EACH ENDD OFF 1-I/4'20 GAGE STRAPS EXISTING 2-SIO RY 5.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL FOR 120 MPH FASTEST WIND SPEED. � /� BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE 5EALED AND WOOD FIV,M E U IS A VIOLATION D THE LAW FOR ANY PERSON, PAINTED.PAINTING SHALL BE TWO (2)COATS 13ENJAMINMOORE AQUA PEARL LATIX RIDGE CROSS SECTION END VIEW PROPOSED EL. 16.5' UNLESS ACTING UNDER THE DIRECTION OFA i' ' /_ 1 p LICENSED ARCHITECT,TO ALTER ANY ITEM ON PAINTED,COLOR TO BE SELECTED. �j SCREEN RESIDENCE `� - I THIS DRAWING IN ANYWAY.ANY AUTHORIZED G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) % -' =; COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLO55 PAINT. j' ALTERATION MUST BE NOTED,SEALED,AND HVAC I PORCH 1.PROVIDE ALL LABOR MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES / DESCRIBED IN ACCORDANCE WITH THE LAW, NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE UVING SPACES : 20'-911 AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE SITE PLAN ��aED AqC ro WORK. °.° _� 2.EXISTING BOILER TO REMAIN. 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. 4.PROVIDE AIR HANDLER5,DUCTWORK,AND CONTROLS AS NECE55ARY TO E L 16.9' COMPLETE THE WORK FOR AIR CONDITIONING AND HEAT'NG IN ALL ZONES. PROPOSED PLUMBING BASED ON SURVEY FOR 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES z V COVERED NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS DENISE BAI ZARETTI 4� AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OF STOOP REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH JAMES BALZARETTI REGARDS TO WATER SAVING AND CONSERVATION. ALL FVTURE5 SHALL BE ON THE PROVIDE S 8d COMMON NAILS IN EACH END OF 1-I/4 x �0F 20 GAGE STRAP FORIATI:RAL/SHEAR CONNECTION APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING:FIXTURES•A5 PUBLISHED BY AT RAFTER WALL COMECTION(TABLE 3.35)WFCM-1995 THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. FOR 120 MPH FASTEST WIND SPEED. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE SITUATE: PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF I I LIENT/OWNER SOUmOLD. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL.,STATE,AND TOWN OF SOUTH OLD, BALZARETTI FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. _ ELECTRICAL - SUFFOLK COUNTY, N.Y. _I - RESIDENCE 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES FLOOR NECESSARY AND REQUIRED FOR PROPER AND COMPLETE`.INSTALLATION OF ALL NEW _ Lp ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: __--. Jasr I C)HO STERLING ROAD CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, SCTM No. 1000-04-4-8 `n SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO CUTCHOGUE, NY 11935 APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS ANDbx 8d MAP Of : NASSAU FARMS ELECTRICAL DISTRIBUTION SYSTEMS. PROVIDE STRA COMMON NAILS 1N EACH END of,AN . 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE 20 GAGE STRAP T ROOF TO WALL,WALL LE WALL,AND of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,14FPA NO,70-2017(NEC), WALL 2 FOUNDA5TE CONNECTIONS(TABLE 3.38) I PROJECT TITLE FOR 120 MPH FASTEST WL"D SPEED. MAP F I LED NO. 1 179 LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE 3 NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER D D III O N AND APPUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT FILED : MARCH 28, 193 5 REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOELECTRICAL WORK SHALL BEAR THE UNDERWRITERS RENOVATIONS R LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY _ WILL BE INSTALLED. 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE FLOOR 5UPERV1510N OF A PROPERLY LICENSED MASTER ELECTRICIAN. JOIST 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSESDRAWING TITLE AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, EL. 18.0 EL. 17.4' AND ANY OTHER APPLICABLE JURISDICTION. 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES _ SHALL BE CONNECTED TO THE LIGATING CIRCUITS WITH IVO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS SITE PLAN ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH N G9 4850" E SLEEPING QUARTERS ARE LOCATED. :•'. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW ;•; YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND 100 . 00 ON EACH FLOOR LEVEL. SCAL ' UPLIFT CONNECTIONS E CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND 25 JANUARY,2021 1 =10-0 BURGLAR ALARMS AS NECESSARY. CON N ECTION5 D E T A I L EDGE OF PAYMENT DRAWING NO. KLING RD • ISSUES/REVISIONS 101-01, 7-7" 7'-7" 11-511_ 30"x 30"x 12" POURED r——-1 r——1 r——-I CONCRETE FOOTING w/(3)#5 ( I _ _ _ _ I I N 3G" HANDRAIL TO CODE(IYP.) REBAR IN EACH DIRECTION. I _ I I I I _ I ( _ I AZEK VINYL RAILING AND MINIMUM 3'-0" BELOW GRADE L——J L——J (2) 2x 10 P.T. GIRDER L——J POSTS-WHITE _ NE V WOODEN STAIR ON UNDISTURBED SOIL RI E: 7y" AZEK VINYL RAILING AND RUN: 10" POSTS -WHITE 3 " HANDRAIL TO CODE(IYP.) NEW WOODEN 5TAi . o RISE: 7Y" N O RUN: 10" -' 3G' HANDRAIL TO JODE(fYP.) � O O O - u- U �O REMOVE EXISTING DECK 0 3'-G" REPLACE WITH NEW A5 SHOWN AZEK VINYL RAILING P NDN NEW WOOD DECKING POSTS-WHITE —� ———1 r——-1 EXISTING BILCO DOOR I TO REMAIN (2) 2x 10 P.T. GIRDER I / I I I 0.. cn IREMOVE EXISTING DECK L REPLACE WITH NEW A5 SHOWN +G" O EXISTING OUTDOOR o n- UP 5HOWER TO REMAIN I 2x8 P.T. FLOOR JOISTS @ I G"O.C. Q wo a,/ O o z 00 FINISHED DECK TO BE LEVEL 9� L 2x8 LEDGER BOARD ANCHORED TO -' —, O w O WITH INTERIOR FLOOR HEIGHT O ~6 EXISTING STRUCTURE @ 24"O.C. cD L- o in I z REPLACE WITH NEW A5 5HOWN O 5 g , u JANUARY,aoai � c� w� Q NEW WOOD DECKING cu 30"x 30"x 1 2"POURED Q u N O = I CONCRETE FOOTING w/(3)#5 p Q n- ZD REBAR IN EACH DIRECTION. Q m NEW DOORS MINIMUM 3'-0" BELOW GRADE O � L ON UNDISTURBED 501L m o/ BAITHROOM THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE REMOVE EXISTING REMOVE EXISTING FLOORING 0 TO REMAIN ARCHITECT.INFRINGEMENTS WILL I p zWINDOW NEW TILE FLOOR u.jI BE PROSECUTED EXISTING BEDROOM TO REMAIN EXISTING GARAGE TO REMAIN anti ALL RIGHTS RESERVED N FIN15HED DECK TO BE LEVEL WITH CONCRETE PATIO GxG WOOD COLUMNS FINISHED DECK TO BE LEVEL 2868 WITH CONCRETE PATIO 30" RANGE 5-9 112" Robert I. Brown NEW CUSTOM WOOD PROPOSE SCREEN PORCH 5CREEN PANEII '� 3G" REFR Architect, P.C. S Lu J tAIVI 20Bax Ave. Greenport NY �NDH k inPo@ribrownarchitect.com nnuBlJ=.� � I 631-477-9752 REMOVE EXISTING HUNG WINDOW NEW KITCHEN m SCREEN PORCH EXISTING CONCRETE r EXISTING CONCRETEREMOVE EXISTING PATIO TO REMAIN _ PATIO TO REMAIN EXISTING CHIMNEY [0— I COUNTER.5 AND TO REMAIN I CABINETS I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A UNDERPIN EXISTING CONCRETE LICENSED ARCHITECT,TO ALTER ANY ITEM ON FOOTING. ` / THIS DRAWING IN ANY WAY.ANY AUTHORIZED MINIMIUM 3'-0" BELOW GRADEv I EXISTING LIVING ROOM TO REMAIN ALTERATION MUST BE NOTED,SEALED,AND ON UNDI5TURBED 501L NEW CUSTOM WOOD 0 DESCRIBED IN ACCORDANCE WITH THE LAW. SCREEN PANELS "'i NEW DOORS O UP ZD �RED AqCp � GxG WOOD COLUMNS * 1 2'-8" qTF ENN�tOQ EXISTING CONCRETE LANDING TO REMAIN ® ® NEW 8" dia. COLUMNS CLIENT/OWNER BALZARETTI fO U N DATI O N PLAN UNDERPIN EXISTING CONCRETE FOOTING. FI I ST FLOO R PLAN RESIDENCE MINIMIUM 3'-O" BELOW GRADE EXISTING EXCEPT A5 NOTED ON UNDISTURBED 501L EXISTING EXCEPT AS NOTED SCALE: 114' = 1'-O" SCALE: 114" = 1'-0" 68o STERLING ROAD CUTCHOGUE, NY 11935 PROJECT TITLE ADDITION AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN FIRST FLOOR PLAN SCALE 25 JANUARY,2021 1/4"=i-o' DRAWING NO. ISSUES REVISIONS 12 4 c;;" 12 I. SIDING TO MATCH EXISTING NEW SAVE TO BE LEVEL WITH EXISTING REMOVE EXISTING WINDOW NEW SIDING TO MATCH GxG MOOD COLUMNS EXISTING I AZEK VINYL RAILING AND 3G." ANDRAILV CODE(n?.) T---.- P05TS WHITE I L-1-2 '15TING NEW 8"dia. COLUMNS I 10LIL I I Ell J.-L FINISHED DECK TO 13E LEVEL f _ WITH EX15TING CONCRETE PATIO EXISTING CONCRETE PATIO TO REMAIN EXISTING CONCRETE t LANDING TO REMAIN 10-0" EASTELEVATION AREA Of NEW CONSTRUCTION AREA Of NEW CONSTRUCTION ii JANUARY,2021 EXISTING EXCEPT ASNOTED SCALE: 114' P-0" NORTH ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE EXISTING EXCEPT AS NOTED ARCHITECT.INFRINGEMENTS WILL SCALE: 114" = 1'-O" BE PROSECUTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY inro@ribrownarchitect.com x"Z EXISTING CHIMNEY TO REMAIN 631-477-9752 REPAIR AND PATCH AS NECESSARY 2x8 RAFTERS @ I G"O.C. CD-X RATE[) PLYWOOD SHEATHING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A VAPOR BARRIER LICENSED ARCHITECT,TO ALTER ANY ITEM ON ROOFING TO MATCH EXISTING 2x8 RID BEA THIS DRAWING IN ANY WAY.ANY AUTHORIZED 12 ALTERATION MUST BE NOTED,SEALED,AND 4 U;:�;" ROOFING TO MATCH EXISTINGCD-X RATED PLYWOOD SHEATHING DESCRIBED IN ACCORDANCE WITH THE LAW. 2x8 RIDGE BEAM VAPOR BARRIER 2x8 RAFTERS @ I G'O.C. 12 :kSD ARC 2xG COLLAR TI 1 5 @ 18"O.C. (2) 2x8 GIRDER, CLAD NEW SAVE TO BE (2) 2x8 GIRDER LEVEL WITH EXISTING 3G" HANDRAIL TO CODE OYP.) AZEK VINYL RAILING AND 1634A k- P05T5 WHITE OP NON GxG WOOD COLUMN CLIENT I OWNER METAL POST HOLDER ANCHOR BOLTS DRILLED ED NEW 8" dia. COLUMNS BALZARETTI 2x8 P.T. FLOOR JOISTS @ I G'O.C. ------- INTO EXISTING CONCRETE EXISTING CONCRETE PATIO TO REMAIN PATIO AT POST LOCATIONS, EXISTING CONCRETE RESIDENCE (2) 2x 10 P.T. GIRDER FIXED WITH EPDXY LANDING TO REMAIN 68o STERLING ROAD 4x4 P.T. P05T GIRDER 0 p 4F AF 5T _TA CUTCHOGUE, NY 11935 SECURED WITH METAL DLR GRADE P05T HOLDERS EXISTING CONCRETE FOOTING )TUBF- 10" dia. 5ONOTUBf Cf) )�p D POURED CONCRETE PROJECT TITLE 30"x 30"x 12'POURED CONCRETE FOOTING wl(3)#5 F UNDERPINNING REBAR.IN EACH DIRECTION. ADDITION AND MINIMUM 3'-0" BELOW GRADE UNDERPIN EX15TING CONCRETE UNDERPIN EX15TING CONCRETE ON UNDISTURBED 501L FOOTING. FOOTING AS NECESSARY SECTION RENOVATIONS MINIMIUM 3'-O" BELOW GRADE MINIMIUM 3'-0" BELOW GRADE ON UNDISTURBED 501L FRONT ENTRY SECTION ON UNDISTURBED 501L EXISTING EXCEPT AS NOTED DIG OUT AND UNDERPIN 2'-0" EXISTING EXCEPT AS NOTED SCALE: 114' = 1 LENGTH MAXIMUM AT A TIME. SCALE: 114" = 1'-0" DRAWING TITLE BACKFILL AS NECESSARY SECTIONS ELEVATIONS 25 JANUARY,2021 SCALE DRAWING NO.