Loading...
HomeMy WebLinkAbout49005-Z �oyQ�FFa[�- y Town of Southold 10/27/2023 0 P.O.Box 1179 53095 Main Rd ytj01 �,a ,' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44700 Date: 10/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 370 Sunset Way, Southold SCTM#: 473889 Sec/Block/Lot: 91.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2023 pursuant to which Building Permit No. 49005 dated 3/9/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attached garage, outdoor shower,front enn stoop and second floor balcon��to existing single family dwelling as applied for per ZBA#7574, dated 1/20/2022. The certificate is issued to Mangano,Frank&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1996 9/13/2023 ELECTRICAL CERTIFICATE NO. 49005 9/8/2023 PLUMBERS CERTIFICATION DATED 9/15/2023 1 eldman A o ize gnature TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49005 Date: 3/9/2023 Permission is hereby granted to: Mangano, Frank 6 Gingerbread Rd Kings Park, NY 11754 To: construct additions and alterations (non-substantial) to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD, ZBA & Trustees approvals with flood permit. At premises located at: 370 Sunset Way, Southold SCTM #473889 Sec/Block/Lot# 91.-1-7 Pursuant to application dated 2/23/2023 and approved by the Building Inspector. To expire on 9/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $627.60 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $777.60 Building Inspector pF SO(/T�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlinO-)town.southold.ny.us Southold,NY 11971-0959 Q�ycOUNTN,N�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Frank Mangano Address: 370 Sunset Way city:Southold st: NY zip: 11971 Building Permit#: 49005 section: 91 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: M Gaudio Electric License No: 3970ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors 7 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 92 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 8 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 50 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Sub Panel 80A 24 Circuit/ 11 Used, Sub Panel 60A 24 Circuit/ 11 Used Notes: Second Floor Addition and Laundry Room on First Floor Inspector Signature: Date: September 8, 2023 S. Devlin-Cert Electrical Compliance Form F Tow a 1401 Annex Telephone(631)765-1802 54375 Main Road fA� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 !] BUILDING DEPARTMENT TOWN OF SOUTHOLD -` S E P 2 2 2023 ` BUILDING DEPT. CERTIEI-CATION z TOWN : ' : 11'`v«i' Date: Building Permit No.. 00 J Owner: F2.dFA)4 MA,,.)C ,q,1J J (Please print) Plumber: L�^� FE I-NMr4 (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of <x ` ' 20(9� =1 SANDRA E.CHAPARRO Notary Public, York No.01 C'rf6106076 Qualified in Suffolk County. commission Expires March 01. Notary Public, 5U��b �C County r4f s 0 qqfo TOWN OF SOUTHOLD BUILDING DEPT. ' 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. I K OUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPIN FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FIN ) CODE VIOLATION PRE C/O RENTAL 7 RE S: � DATE INSPECTOR �/1 0 v f3f so TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPEC ION I FOUNDATION 1ST [7ROUGH 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: (01hviNK Vvo+o�-ov-�, V V32A",. DATE INSPECTOR # # TOWN OF SOUTHOLD BU IL6 NG DEPT. 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r °- nk� J57�r , e DATE / INSPECTOR �pF SOGTy�I -- -- - ----- - TOWN OF SOUTHOLD BUILDING DEPT. s • All `yCoum, 631-765-1802 INSPECT10 N [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: VV DATE ANSPECTOR SOpTh�lo �1 a� / -70 a& # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G' - P� /� ? ood DATE INSPECTOR AoF SOblyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `�courmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O._I_ [ ]] RENTAL REMARKS: vc7i ,� DATE INSPECTOR OE SOUTyO �-t1"V 5 13,7 9 TOWN OF SOUTHOLD BUILDING DEPT. Cour, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com March 08,2023 Southold Town Building Department D E 11 W/ It 54375 Main Road Southold,New York 11971 MAR 0 9�2023 SUI DINGDEPT Re: Mangano Property TOWN OFSOUMLD 370 Sunset Way Southold,New York To whom it may concern, The existing first floor area is 1771 sf with an existing attached garage of 304 sf. The First Floor will remain as existing except to add the new stair to second floor. The proposed second floor 1069 sf and based on these areas,this project is not a substantial improvement. Please call this office with any questions you may have. Sincerely, Irv,- A Mark Schwartz AIA Morpber Amcrican instihite of Architcchire. I��HITECT MARK SCHWARTZ &ASSOCIATES 28495 .Main Road a P0 BOX 933 0 CULC1101�rLIC. NY 11935 63 1.734.4 185 1 June 06,2023 F: Southold Town Building Department 54375 Main Road Southold,New York 11971 J U N 2 0 2023 Re: Mangano Property 370 Sunset Way Southold,New York To whom it may concern, I have been on site to review the insulation and caulking. To the best of my knowledge,the insulation/caulking have been installed as per plans and meet or exceed NYS code. Please call this office with any questions you may have. Sincerely, y. All ji Mark Schwartz AIA FIELD INSPECTION REPORT I DATE COMMENTS O FOUNDATION(1ST) O -------------------------------------- FOUNDATION (2ND) z 3 i1*1 J� � O • jam- o 'G 1 ROU<iH FRAMING& V PLUMBING C y 1 fit( TeAt INSULATION PER N.Y. H STATE ENERGY CODE n CsIA Or"VI — C ` & L1. 9 • FINAL td 1r ADDITIONAL COMMENTS 23 a� Bf CO 104022 _3 5-/& l' Z CL I m (1 SD -rt tip. a3 fru eek C _ 70 x r x b / S�FFQIxr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Pyo ao��� Telephone(631) 765-1802 Fax (631) 765-9502 httl2s://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only If PERMIT NO. Building Inspector: JUL 2 8 2022 Applications and forms must be filled"out in their entirety-: Incomplete.' BUILDING DEPT: ,applications will not be accepted., "Where the Applicant is not the owner,an, " MW-11 OFSOUTHOLD Owner's Authorization form.(Page 2)shall be completed. Date: �� -• OWNERS)OF PROPERTY:, .. . Name: - TrGnk �. nSCT, �.. #100 Project Address: ... 310; . . � .. .�.. Phone# �` d _ y Email: Mailing Address: CONTACT.PERSON:. Name: Mailing Address: dry 1 3�1. Phone#: \� ��� PJ Email:r DESIGN'PROFESSIONAL INFORMATION- Name: UJ Mailing Address: Phone#: `Q Oj \ Email:. M�'3 Chrl WA P-(A CONTRACTOR INFORMATION: Name: Mailing Address: , ... . . . Phone#: �� 9 s �p Li Email: DESCRIPTION OF,PROPOSED CONSTRUCTION. " ❑New Structure CKAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes KNo Will excess fill be removed from premises? ❑Yes CANo 1 moo, t PROPERTY INFORMATION Existing use of property: ` i C Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes []No IF YES, PROVIDE A COPY. I Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): VAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) C� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Nm�)A- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to.the best of his/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 a� day of 20 ` Notary Public CHRISTINE SCALICE PROPERTY OWNER AUTHORIZATION Notary No O1SC61401 State of 7wYork (Where the applicant is not the owner) Qualified in SuffolkCOUnty Commission Explres J+ tOft -- I, residing at ' A do hereby authorize lf �gr SIV 1to apply on my behalf to the Town of Sout old Building Department for approval as described herein. /a, Owner's Signature Date VV-CIOM NAR NO Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�•u �o� Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov ` ������0Va eece(ved �jAPPLICATION F®R BUILDINGP RMIT f1l For Office Use Only " ✓f PERMIT NC. Building inspec=r: MAR 9 2021 / Applications and.forms=must be filled ou_t in�th®ir entirety:`Incomplete,._ -applications will not be accepted: Where the Applicant is not the owner,an vwncl a„r\uuwl ltaiivn'IuPil��rage:Z��llalr,►r2 wlnplo�ef+.—,=::._:-.:::,_�_,-: :.;� ::�: ,, . < ', Date:03/08/2021 OWNER(S)OF PROPERTY:: Name:Frank Mangano,_,...-_-,_ SCrM#1000-91-01-07 Project Address:370 Sunset Way..Southold NY 11971 Phone#:5163306409 Emaii:trank.man ano@yas.com Mailing Address:same CONTACT PERSON'.. _ Name:same Mailing Address: Phone#: Email: DESIGN PROFESSIONALINFORMATION: ; - Name:Mark K. Schwartz AIA Architect PLLC Mailing Address:28495 Main Road Phon e#:631^734 4185 _ _ Email:mksarchitect@optonline.net CONTRACTOR INFORMATION: , - - .. :- - Name:TBD Mailing Address: Phone#: Emai1: DESCRIPTION OF.PROPOSED.CONSTRUCTION_' : ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes WNo 1 ti Existing use of property: Intended use of property: I . 9 11_�_51124�&� aA_e- ­­­­ ­ ­. I I­ - � .. ­.­ S4.0".1y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Elyes No IF YES,PROVIDE A COPY. F 4, g and storm water�ssues as provided by QW236W thaT .5 the ;;Ordinance of the-Toy un of5outiiotd,Suffolk; ppnty rk,and'AP additions,alteraugt►s or for removal or demgldron as h'ereio described The ppbrapt agrees to comply with...oil%jpp#wbje1!ai",,ordinances, Housing code and regulations and to adgnit authorized inspgytors on premises afrid in buUding(sj for necessary rnspecGons False statemer►ts made herein are V-1 pursuant to Sectwn,2RA5 Application Submitted By(print name): DAuthorlized Agent ElOwner .............. ............ Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of indiv' idual signing contract)above_n (S)he is the (Contractor,Agent,Corporat4 Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at Al Y do hereby authorize 6C .Tc A to apply on my behalf to the town of Southold Building Department for approval as described herein. _;no e ??2� - 3/X/2 3/X/'Z / Owner's Signature Date Print Owner's Name 2 �gI fFOLKC I�I I ��� TOWN OF SOUTHOLD—BUILDING DEPART l�, I ��d Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,N 71-0959Lo oy�Q aol Telephone (631) 765-1802 https://www.southoldtownn-v. o MAR I J 2023 Tom OF SOI STP invn Floodplain Development Permit Application PROPERTY INFORMATION:. Flood Zone: FIRM Panel: SCTM# 1000-091-01-CK)l Address:370 Sunset Way City:Southold zip:11971 CONTACT PERSON.:._, Name:Frank Mangano Phone#:516-330-6409 Mailing Address:6 Gingerbread Road, Kings Park NY 11754 PROJECT DESCRIPTION: I addition of second floor SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity, -® Residential (1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ©Addition to existing stricture ❑ Flood proofed(attach certification) ❑Alteration to existing structure 171Manufactured Home 11Other: ' ❑ Located on individual lot ❑Located in.manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) " ❑ Clearing of trees,vegetationlor debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services 0 Paving 0-Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction 0 Fence or wall construction ❑Watercourse alteration (attach description) Excavation (not related to a structured development) ❑Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the'information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The'permit may be revoked if any ,false statements are made herein.If revoked;all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance'is issued:The permit will'expire if,no work is commenced within one year of issuance.Other permits may be 'required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance.' Application Submitted By(print name): Frank Mangano Signature of Applicant: 3' Digitally signed by Frank Mangano Frank Mangano"-Date:2023.03.1310:25:52-04'00' Date:3/13/23 t °-,e"' �� ��u P „1���t;aF 2'!;r.MB.91 {'� ,�•�: y'r".'`�,E�q' �� .�.y� t...^��R .,;4�d�,."''�, '�0, '�N'�����:�'. :r+M e�14�tB „ti'Y ' �'•� ,�'�,' "' !•• ��!•° of � „s.�.*`"�+ J. ';p.` a?;�` '..- � �> ,`ft„•°,. '%r.';��`�V *��,';;�'f � �•��ws„R��• =;s� ^"a ,;�ty ��L�+�,`�r312'.4�.15;L�%"ii'T '4�:&5!� °M.l.�t'tn��!%A. 'rD. ir5�eie�iS�S'r �,t3'v'.'��'.�'•w'i�.aX'>° el.•�•'a`�..:'Yi "Y �SYiER.,a.�''"'y3t a 1';1,,,, ^•P� � ,rit��i s'^d ', � +�i:.�:�i°�k4's+'C{y�'�xti•.:{•ri�i:}'a+..�..t�•'/n..Gk�.} ��r. �eiw. ��'b'�tuildli�'.ma'��. ,.r° •''3 =BOARD!OF SOUTHOLD,TO",TRUSTEES . SOUTHOLD,NEW YORK PERMIT ISSUED TO:`''F'RAI�TK&`;CHRISTINE IVYANGAIO " ''`: ' Sj k ih PROPERTYJADDRESS:''370 SUNSET''WAY.S`OUTHOED i SCTM#: 1000-91-1-7 AUTHOMA.TION' Pursuant to the provisions of Chapter 275' of the Town' Cod e''of the Town of Southold and in accordance with the.Resolution of,the Board of Trustees adopted at the meeting held on April 13,2022, and in >" consideration of'application'fee iii,the s'um`of` $250:00'paid'by'Frank"&Chri'stine Mangano a''d subject to the "'"` he`Resolut on;�N Soutliold`'To Board ofTrusfees'authorizes•and permits } i. Terms`and Conditions"a.sstated int wn 'the followmg: $' Wetland Permit for the'existing one=story'''dwelling.and•;attached.garage with a 2,138sq:ft. footpr nt•'construct:a 37.3 x29:.7.',,(1'107:8s ft: second'sto addition;with,,a 3l x8','(248sq.ft-) W° p � '. ' � q. ) ry, r a second story deck; with the condition:of.the installation of an UA sanitary,system,and the K. installation of gutters to leaders to drywelIs; and as depicted on the survey prepared by Peconic ° Surveyors;''P:C:I,lasf.dated December 16 2021;and'stamped:approved.on'Apri1;:13;2022.: IN WITNESS.WHEF OF,'the-said Board of Trustees hereby;causes its Corporate Seal,to;be,affxed,"and these;: R resents to be subscribed b a major of the said Board:as of the,.l3th,da of A ril,'2022., ; k. p Y J tY, Y P, :x^ Fat 0,"If e rr ,fi 1� r,'Yyi >T;i. I,ra•4, c*c#^, �ht`! • ,t.. k' Mw ^�, "!!! `1'n:Y: r. ., , �'�''f''r � .ill�v�^M1�l ':V�•1, ,. ,.�ti 4..)(�,1'.�i�� , ,,. �; c•'�:�4 .lry sx,`7'.i�"+a''"`i'.�-':SdI.£�a%' d�`Z!i°s-r�'a'V@>"Ti43�•RYP"i�u'�x?�"tP ,_%�'.fl.inhm^�d'C:52a tiFS�SR?Xi,s%iia'45'�e'.�dtw�st+`�.a€4w:5"r. 5 .�.`�'J.Y.g�.w'�,i?U;�TCsr.'�I,YiC�w:°�,(`wa_,•^°�c..�;'k,t7J a"£�.P?E? '`N:T "'" �� a11��r ``a»+ � tr nr Y� ,ia+•r'B".,'... 'C"�� ..# �' "f •,�7:+ ,.,,,i' '. y n `Y „ :t; �'iYl :+�° 'ivy�%osv i�(n ;� xs?, s a ,Yt'�„o�' yµ>P-•ra 1,�5;�. .�'•� �''�.1 :t`t:?'.a>r <.,� ! e`er[,`..- � �a ,z,. ,.:;. �,: �� .;,q•. �.tr�;N`•' Glenn Goldsmith,President QF S0(/�y Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly va Elizabeth Peeples � � Q Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2087C Date: September 29, 2023 THIS CERTIFIES that the existing one-story dwelling and attached garage with a 2,138sq.ft. footprint; construct a 37.3'x29.7' (1 107.8sq.ft.) second story addition with a 31'x8' (248sq.ft.)second story deck; with the condition of the installation of an UA sanitn Ustem and the installation of ?utters to leaders to drywells; At 370 Sunset Way, Southold Suffolk County Tax Map#1000-91-1-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January.19, 2022 pursuant to which Trustees Wetland Permit#10123 Dated April 13, 2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing one-story dwelling and attached garage with a 2 138sq.ft. footprint,• construct a 37.3'x29.7' (1,107.8sq.ft.)second story addition with a 31'x8' (248sq.ft.) second story deck with the condition of the installation of an UA sanitary system and the installation of gutters to leaders to drywells The certificate is issued to Frank&Christine Mangano owner of the aforesaid property. m Authorized Signature Y y f OCT 2 5 2023 BTL ,DWG DEPT. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY or Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www,dec.ny.gov LETTER.OF NO JURISDICTION TIDAL WETLANDS ACT February 9, 2022 Frank Mangano 6 Gingerbread Road Re: Application No. 1-4738-04297100007 Kings Park, NY 11754 Mangano Property 374 Sunset Way Southold, NY 11971 Dear Frank Mangano: Based on the information you submitted, the New York-State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Donald J. Metzger, last revised 12/1612021,which was.constructed prior to August 20, 1977, as evidenced on Tidal Wetland Map#718-544, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions'are taken to prevent any sedimentation or 'disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include.,maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. As there is no fee for a Letter of No Jurisdiction, your check has been voided.. Sin rely, Sherri L. Aicher Permit Administrator cc: BMHP, On Point Land Consulting, File NEwy0RK Departmentof STATE OT avaoun,Nrrc Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 30, 2021 TO: Mark Schwartz(Mangano) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated March 9, 2021: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 370 Sunset Way, Southold,NY County Tax Map No. 1000 - Section 91 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 14,011 sq. ft. lot in the R-80 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total maximum lot coverage at 20%. The plan notes lot coverage at 21.27%. T Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 30, 2021 RENEWED: August 13,2021 AMENDED: August 13,2021 TO: Mark Schwartz(Mangano) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated March 9, 2021: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 370 Sunset Way, Southold,NY County Tax Map No. 1000 - Section 91 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 14,011 sq. ft. lot in the R-80 District is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring less than 20,000 square feet in total maximum lot coverage at 20%. The plan notes lot coverage at 33.7%. This Notice of Disapproval has been amended to reflect the latest lot coverage calculation dated 8/9/21. Authorized Si a Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall slie Kanes Weisman,Chairperson ��OF so 53095 53095 Main Road• P.O. Box 1179 ti0 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOIiYCOUI� Southold,NY 11971 1- ' RECEIVED LIS �-=� ., http://southoldtownny.govJ-.4-Q8;20 I � ZONING BOARD OF APPEALS FEB 1 6 2022 TOWN OF SOUTHOLD JAW7 2022 ` r t Y Tel.(631) 7654809•Fax(631)_765-9064 Southold Town Clerk TuWN FINDINGS,DELIBERATIONS AND,DETERMINATION MEETING OF JANUARY 2.0,2022 ZBA FILE: #7574 NAME OF APPLICANT: Frank and Christine Mangano PROPERTY LOCATION: 370 Sunset Way, Southold,NY SCTM0000=914-77 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of.Actions, without further steps under SEQRA. SUFFOLK COUNTY.ADMINISTRATIVE CODE: This application was referred as required under the Suffolk Count- Admin istrative,Code Sections A 14-T4 to 23,and the Suffolk County Department of Plannirig:issued its reply. dated September 7_,2021 stating that this application is considered a mutter for local determination as.there appears to be'no sigriif earit.cqunty-wide or inter-community impact.. LWRP DETERMINATION: This.:application wasreferred'for review.under:Chapter 268, Waterfront Consistency. review of the:Town of Southold Town_'Code and the Local Waterfront Revitalization Program (LWRP) Policy. Standards.'The LWRP Coordinator issued a recommendation dated.December'l 6,.2021..Based upon the information . providedon the LWRP.Corisistericy Assessment Form submitted to this department,as well as the records available, �- ----` ` ' -with- dds� allo"action is IdCO3SISTENT :_4,:and_:_—...___itis ecomrnended'that theproposed therefore INCONSISTENT.with the LWRP. Policy No. 1: The proposed 33.7 percent lot coverage increases an already non=conforming,:existing lot coverage of 32:3:po' ent- does not enhance community character and sets precedent:on smaller,lots .in the neighborhood and within:the community:.: Policy.Na. 4 The entire.parcel_is located within.a FEMA AE flood zone,, . Structure in these,areas should.be minimized to prevent exposure to flooding and damage and loss over time. The Board will condition.as a mitigation.measure that an updated septic system:be approved by the Suffolk County Department of Health Services, as well as the issuance of a Wetland Permit from the Southold Board of Trustees, which would therefore,make the action CONSISTENT with LWRP policy standards. PROPERTY FACTS/DESCRIPTION:. The subject property is a non-conforming 14,011 square foot waterfront parcel located in the Residential R-80 Zoning District. The northerly property line.measures 144:50 feet,the easterly property fine measures 100.00 feet and is adjacent to Sunset Way, the southerly property line measures 139.47 feet and the westerly property line measures in total 100.75 and is adjacent to Canoe Inlet. The parcel is currently improved with a one-story dwelling with an attached one car garage. There is an 18ft.by 36.8 ft.in-ground swimming ---.-Pool located south of the dwell�n�surrounded by a stone patio. There.is a-fire pit located at the west rear of the yard Page 2,January 20,2022 #7574,Mangano SCTM No. 1000-91-1-7 near the stone wall which extends along the rear of the.property facing Canoe Inlet. There is also an outdoor shower at the rear of the:garage as shown on the survey map prepared by John T.Metzger,LS and last revised July 23,2021. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124; and the.Building Inspector's August 13, 2021 Notice of Disapproval based on an.-application for a.permit to construct-additions and alterations to an.existing.single-family dwelling; at 1)more that the code permitted maximum lot coverage of 20%;-: located at; 370 Sunset Way, Southold;NY. SCTM#1000-91-177. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an.existing single- family dwelling which includes a second story.addition with A.seconci floor balcony which.increases.the:lot coverage from 32.3%to 33,7%. The addition will also include a new master bedroom and bathroom.a den and two bedrooms and another bathroom with a second floor deck open to the den and master bedroom as. shown on the Site Plan drawings prepared by Mark Schwarz and last.revised January 20,2021•. ADDITIONAL INFORMATION: Previous Certificates of Occupancy were issued to previous owners and.to the current owner. The.Board will require that.the Southold Board of Trustee review and approve the proposed addition since the parcel is located in a FEMA AE Flood Zone and because of the proximity to a waterway. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The'Zoning Board of Appeals held a public hearing on this application on January.6,2022 at which time written and.oral evidence were.presented. Based upon all testimony,documentation, personal inspection ofthe.property and surrounding.neighborhood;.and other:evidence' the Zoning Board frnds-ANTollowing facts to'be true and --- - - -.-relevarifand makes the folYowrig-frldirtgs:-:.—..- -•-- -- ----..._-- - - ---------..._..._..------- - ---- -.._._._-...- - 1. Town.,Law-§267-b(3)(b)(1).. Grant ofthe variance.will not produce an undesirable change.in the:character of the . neighborhood or a detriment to nearby properCies.Neighboring residentshave.aecond stories and are iargc:homes on . the'same°lot size. The neighborhood has changed and'more improvements to homes and properties are.ongoing.' 2. Town Law.:. 26:7 b(3)(b)(2). The.:benefit.sought'by.the applicant cannot be achievedliy some method,,feasible ., .. for the.applid to pursue; other:than.an areae variance. There.is:no.other.:axea on the:property.to'expand..-that the applicant could:utilize. 3. Town Law.4267=b(3 MQ). The variance granted herein is matherimatically substantial,representing.68.5%relief from the code. However,the currerit existing dwelling has 32.3%lot coverage and the applicant is askiirg for 33.7% . increase. which is 1:4% :difference resulting from an increase in floor area for a-second.•story Balcony, and not substantial. 4. Town Law.4267-b(3)(b)(4). No evidence has.been submitted to suggest that a variance in this residential community will have. an adverse impact on-the.physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236'of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant.had actual-or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b: Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story addition with a deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,January 20,2022 #7574,Mangano SCTM No. 1000-91-1-7 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora, seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variance as applied for,and shown on the-survey map prepared by John T.Metgzer,LS;and last revised July 23,2021 and the Architectural Plans(Sheets A=1 to A-6)prepared by Mark Schwarz,Architect and last revised January 20,2021. .SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall apply fora Wetland Permit from the Southold Board of Trustee. 2. The applicant shall receive approyal from the Suffolk County Department of Health for the septic system based on the expansion of the dwelling. 3. Prior to,receiving.a building permit,the owner(s)of the subject property cited herein must sign a_statement acknowledging: a-. That the applicant(s)have read this determination and understand the limits of the variance relief granted . herein;. b. That the applicant(s):will immediately contact the Building.Departmeq if a demolition, as defined by Section 280-4 of the Town Code,' occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein,, or the issued building permit; c.That the applicants are aware that the,Zoning Board of Appeals retains jurisdiction u4til.the issuance.of... the.Certificate of tOceupapcy and has the right,,after.a public hearing,to:inodify, suspend or revoke such approvals or any term Ior condition thereof_or to,impose-thereon;one or more.-ew conditions,pursuant to eetion;2804T of-the Town-Code. ---- --___..._---------------.-------- This approval shall not he deemed effective until the required conditions have been met.At;th.e discretion of the Board of Appeals,failure to comply.with the above conditions tray render this decision null and void that-the above conditions be written,imo:1he..ZW1ding Inspector's Cert flcate of Occupancy, when,issueci The Board reserves the right to substitute a similar design that is de minimis in nature for analteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result.in delays . and/or a possible denial by the Building Department of a building permit, and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted-herein as shown,on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or'demolitions, are not authorized under this applicationwhen involving nonconformities under the zoning code. This action does-not authorize or. condone.an),current or future use,setback. or other feature of the subject property that.may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the. approval shall not be deemed effective until.such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. NOTE: Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Page 4,January 20,2022 #7574,Mangano SCTM No. 1000-91-1-7 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the . Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or.a subdivision map has not been filed with the.Suffolk County Clerk,within three (3)-years:-from the date such variance was.-granted. The Board:of Appeals.In -upon written , request.prior to.the date of expiration, grant an extension riot to:exceed three(3) consecutive one (1)year terms.' IT IS THE PROPERTY OWNER'S RESPONSIBILITY.TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Vofe of the Board: Ayes:.Members Weisman(Chairperson) Dantes,Acampora, Planamento and Lehnert. This Resolution was duly adopted (5-0). i'e Kane .i�Ueism , C airperson Approved.for.filing /.2022. ARCHITECT 7 MARK SCHWARTZ &ASSOCIATES 28+9.i Main Road-110 Box 933•Cutchoguc. NY1 1933 1 631.734.4185 August 09, 2021 MANGANO LOT COVERAGE CALCULATIONS 370 Sunset Way Southold 1000-91-01-07 Existing house and attached garage 2138 sf Pool 776 sf Pool patio 1620 sf Total existing area 4534 sf = 32.3% lot coverage Proposed second floor deck 187.5 sf Proposed new total .4721.5 sf + 33.7 % lot coverage A 11r. il w Bldg Dept copy from ZOA Final reviewed doc s D en t ZBA File* > Date: 1 2-2-1 y h ZONING BOARD OF APPEALS r? Town Hall Annex,54375.Route 25 ® ►,i P.O.Box 1179 y Q� Southold,New York 11971-0959 Fax(631)765-9064 'r Telephone(631)765-1809 ZBA FILE:#7574 NAME OF OWNER OF SUBJECT PROPERTY: FRANK& CHRISTINE MANGANO PROPERTY LOCATION: 370 Sunset Way,Southold,NY DATE OF ZBA DETERMINATION: January 20,2022 SCTM No. 1000-91-1-7 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7574 Dated:January 20,2022; 2. understand the limits of the variance relief granted.therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV;Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Fn" Ma�G•,�c, c�""� �^'� �'�'^�«v Signature of Owner(s) Dated: �9/L r ated: .'L,9� Sworn to before me this 9day Sworn to before me this Q day OfTe) r V cAr ,20�� of't cv Q 20 a Oaa��,Pe t OtP bl' Angelica M Zanoni Angelica M Zanoni NOTARY PURUC,STATE OF NEWYORK INOTARYPUBLIC,STATE OF NEWYORK ReomidonNo.01ZA6254705 Re&mtionNo.OUA6254705 Qo�li in New York Coomy Qualified in New York Comty Cott E*m Aprfl 15,2024 Comistlen Etc m Apel 15,2024 ILI BUILDING DEPARTMENT- Electrical Inspector MAY 1 2023 TOWN OF SOUTHOLD Tow!n Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ti Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcbsoutholdtownny.gov — sea nd CcDsoutholdtown n y.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5-15-23 Company Name: M Gaudio Electric, Inc Electrician's Name: Matteo Gaudio License No.: ME-3970 Elec. email:matteo@gaudioelectric.com Elec. Phone No: 516-315-2385 01 request an email copy of Certificate of Compliance Elec. Address.: 67 Hitching Post Lane, Glen Cove, NY 11542 JOB SITE INFORMATION (All Information Required) Name: Frank Mangano Address: 370 Sunset Way, Southold, NY Cross Street: Cedar Beach Rd Phone No.: 516-330-6409 Bldg.Permit#: 49005 email:frank.mangano@havas.com L Tax Map District: 1000 Section:91 Block: 1 Lot:7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New second floor addition, new ceiling lights and outlets to first floor, new AC/Heat system I Square Footage: 11,200 Circle All That Apply: -] Is job ready for inspection?: ❑ YES R] NO FV Rough In —❑ Final Do you need a Temp Certificate?: F❑I YESF&/� NO issued On Temp Information: (All information required) Service Size 1-11 PhF—]3 Ph Size: A # Meters Old Meter# D NewserviceE]Fire ReconnectE]Flood Reconnect ElService Reconnect E]Underground E]Overhead # Underground Laterals 0 1 R2 F] H Frame Pole Work done on Service? DY MN Additional Information: PAYMENT DUE WITH APPLICATION V MAY 2023 BUILDING DEPARTMENT- Electrical Inspector 1 TOWN OF SOUTHOLD To Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov — sea nd(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5-15-23 Company Name: M Gaudio Electric, Inc Electrician's Name: Matteo Gaudio License No.: ME-3970 Elec. email:matteo@gaudioelectric.com Elec. Phone No: 516-315-2385 211 request an email copy of Certificate of Compliance Elec. Address.: 67 Hitching Post Lane, Glen Cove, NY 11542 JOB SITE INFORMATION (All information Required) Name: Frank Mangano Address: 370 Sunset Way, Southold, NY Cross Street: Cedar Beach Rd Phone No.: 516-330-6409 BIdg.Permit#: 49005 email:frank.mangano@havas.com 1 Tax Map District: 1000 Section:91 Block: 1 Lot:7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New second floor addition, new ceiling lights and outlets to first floor, new AC/Heat system Square Footage: 1,200 Circle All That Apply: Is job ready for inspection?: NO V�Rough In 0 YES F Final Do you need a Temp Certificate?: F-1 YES F&/-] NO Issued On I Temp Information: (All information required) Service Size 1-11 Ph F]3 Ph Size: A # Meters Old Meter# ❑NewserviceE]Fire Reconnecto Flood Reconnect E]Service Reconnect Ounderground 0overhead # Underground Laterals[]1 F-12 F] H Frame Pole Work done on Service? MY F1N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micio Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Usec )pecial: :omments �r M. GAUDIO ELECTRIC, INC. Licensed Electrician ♦ Residential & Commercial 67 Hitching Post Lane, Glen Cove, N.Y. 11542 (516) 759-0825 Fax (516) 723-9597 Inspector Count Job: 7/28/2023 Mangano Residence 370 Sunset Way Southold, NY r- Duplex outlet 32 GFI outlet 2 Outdoor GFI 1 Dimmers 22 Switches 28 Recessed lights 92 Vanity Light 4 Ceiling fixture 2 Outdoor wall light 4 Bath Exhaust fan 2 Ceiling Fan/light 9 Keyless fixture attic 3 Dryer 240 volt 30 amp 1 Floods 3 Smoke Det 7 Smoke/Co 2 Heat Det garage 1 HVAC 30 amp 240 volt mini split 1 HVAC 30 amp 240 volt heater in blower 1 HVAC 20 amp 240 volt mini split 1 Sub panel second floor 80 amp 1 Circuits 2nd floor 5 Sub panel first floor 60 amp 1 REVISIONS: 12/11/2020 V 12/12/2020 V 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV__5 1/8/2021 REV 6 1/14/2021 1 REV 1 1/20/2021 REV 8 STORM WATER MANAGEMENT DETAILS ® LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 2"RAIN PER HOUR PROVIDE: CAPACITY: NEW ROOF AREA:1261 SQ.FT. 211 CU.FT. (3)B'dia.,2'deep 253.5 CU.FT. (TOTAL) _OGEE GLITTER-STANDARD 5" NOTES: 1).EXECUTION: KUQ kw P�y A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: TAX MAP#1000-91-01-07 TAX MAP 4 1000-91-01-07 / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. SITE DATA ZONING: R-80(NON-CONFORMING) USING TOWN OF Q.PAINT METALS WITH PEOTEC`r SURFACGPAINT. FACES IN CONTACT WffN DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. SOUTHOLD SECTION 100-244 NONCONFORMING LOTS 3.INSTALLATION: TOTAL AREA: 14,011 SQ. FT. PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. TABLE (LESS THAN 20,000) FOR SETBACK 1).GUTTER TOA), BE PITCHED TOWARDS LEADER I"TO 2'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. HOUSE REQUIREMENTS a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 8).ALUMINUMRIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT EXISTING FIRST FLOOR 1,771 LOT AREA: 14,011 SQ. FT. CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT, PROPOSED SECOND FLOOR 1,069 FRONT YARD SE-BACK 35'-0" DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE AINSTALLED PRODUCTS 'MAGEEDD PRODUCTS UCTSON OF PROJECT. BEFORE SUBSTANTIAL EXISTING GARAGE 304 SIDE YARC 10'-0" COMPLETION. PROPOSED REAR DECK(2nd FLOOR) 187 SIDE YARD TOTAL 25-0" TOTAL F.A.R. HOUSE Sq Ft 3,331 REAR YARD SE-7-ACK 35'-0" LOT COVERAGE 209/0 EXISTING IN-GROUND POOL 663 EXISTING POOL STONE PATIO 2,078 i' (ON GRADE) ASPHALT DRIVEWAY& 3,842 0 CONCRETE RAMP STONE WALKWAYS $STOOPS 259 TOTAL LOT COVERAGE (DOES NOT 6,842 Q) INCLUDE HOUSE AND GARAGE) '�' 0 HOUSE FOOTPRINT 2,075 O (INCLUDES GARAGE) L OF LOT OCCUPANCY 15901 561 OF LOT COVERAGE o J I �A BELGIUM BLOCK CURB 1 —,o CONCRETE RAMP PROPOSED 2ND 1 O O\ I STORY ADDITION Z i v / ) 11 ►" - : (3) 8'X2' ii T i I ` _ _ _ O DRYWELLS ( 1 ' 1— Z t� PROPOS'EAECOND 1 z STORY WOOD DECK Z - 1 'EXILING ONE-STORYFRAMED 1 Qp IPROPOSED USESECWITH1 ND o \ \ PROPOSED SEPTIC 1 I FLOOR ADDITION 1 \ TANK LOCATION I 1 m v 0 1 1r 5E 'f6AGK X 1 1 35,-0., FRONT YARD 13FORMING U015 0 um) � 2 4 q NON- 1 m X GON PR SECTION X00.2 ' 1 O = ° u X Q i WOOD CAP OVER PVC .� AND TIMBER BULKHEADI v 1 1 = s 4u s I GK _ � Tn m BELGIUM BLOCK CURB 100.24 NO I I � — P' R SEGTIN I / I co ,! I _c �, 3 STONE PATIO SETACK LINE � PROPOSED � R O 1 __ 11\1 F ILTRATO LOCATION 1 O 36 10 STONE PATIO _ — / 1 O ;, L �Uj i oP r7" I.___ -- MAR 0 IN-GROUND SWIMMING POOL ° _ - - 30.407 110w�l0F,Is0oyv�n11_'D N i_5 4 CINE U f N 11 `� ILs DRAWN: JM / MS PROPOSED PLOT PLAN SCALE:AS NOTED 3 Scale:1".10'-O" JOB 0: SHEET NUMBER: S- 1 SURVEY OF PROPERTY N AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. CEDAR BEACH ROAD 1000-91-01-07 SCALP~ 1=30 MARCH 1, 1994 ` DWELLING JANUARY 2$ 2021 DWELLING PUBLIC WATER I JJLY 24 2021 (Revialons) PUBLIC WATER 145' 229' - C 1 1 1 11 o DWELLING Lor t6o I PUBLIC WATER DWELLING j PUBLIC WATER l PROPOSED 2ND FMS• j NCH PIPE FLOOR ADDMON O.7'E FLOOR BALOSEDD i 4,aj0' EL 5.T EL&3. wooD CAP OVER N AND FR.BULKHEAD FEN.toR. 1481'44 20"E W FWL FEW CURB z 180' TDP 8116] I&N �� o a� - E 4. % m ----__------ CONC. y RA4P 33J DFWN � ^1 N2T48'00'W-ti ' CON 'E t+ o o I' s El 13.08' {FATE D EU-5.1' m TDP em 7rsr E DATA Nmax . 8 9 m EXISTING LOT COVERAGE M IF 121412020 n RAMP \House M e ' DWELLING WELL TOTAL LOT SIZE-14.011 SQ.FT. EL. Sr' );p �mac �E p ®WELL HOUSE 2138 SQ.FT. A� D Z 0 POOL PATIO=1620 SQ.FT. OAM wow�w ovrn Pw ao $ POOL = 776 SQ.FT. z5' 1" AND FR.BULMEW STEP .s • 8 es was gASPHALT DRIVEWAY — 2599 SQ.FT. Vii+ SME PA10 WOODSIM 5+•L' CONCRETE DRIVEWAY/RAMP=1000 SQ.FT. BRO6N RNE �' DHE W" STOOPS 72 SQ. SAND SP Z LOT tet rr 141' STONE WALKS=319 SQ.FT. EL Qt' $' POOL b 9 FL 4.3' es CURB —— _— `,�• EL{.0' FLAGPOLE FFN.COFL cka4Y OWNTOP 139.47 ELr4..0'm S8L'4420 W POOL FILTER WATER IN BROMY FEN.COR. END METAL PEN. URB RNE SAND SP 0.6'N 0.2'N O.L. 13' NOTE WATER ENCOUNTERED o d0'BELOW SURFACE LOT 1 p ELEVATIONS REFERENCED TO NAM BB DWELLING DWELLING PUBLIC WATER PUBLIC WATER KEY (g REBAR ® WELL _ Al STAKE 1 = TEST HOLE • PIPE ■ MONUMENT DWEWNG f - NERAND FLAG PUBLIC WATER Cc),— U77UTY POLE —o---�—METAL FEN —%—%—%— STOCKADE FEN. -0—� SPUT RAIL FEN. LOT NUMBERS REFER TO 'SUBMWWON AMP CEDAR BEACH PARK'BLED IN THE SUFFLYX COUNTY pFRK'S OFFICEON DECEMBER 2O 1927 AS RLE Na 9O AL OR TO OF N.Y.S. Ur— NO. 49618 SEc7T �OF TTHa��MRK STATE DUCAnCI LAW ZION PECONIC SURVF'YOR.S P.C. AS PER SECTION 7209-SUMWSIOIV 2 ALL CERITRCA17ONS HEREON (631) 765-5020 FAX(631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THMEW ONLY IF SW MAP AREA= 14,011 SO. FT. P.a BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURWVWT BHOSE SIGNATURE APPEARS HEREON SOI/7HOLD NEY. 1197194-130 f '4C1I SURVEY OF PROPERTY SITUATE AT BAYVIEW TOWN OF SOUTHOLD _ LOT 13 SUFFOLK COUNTY, NEW YORK DWELLING PUBLIC WATER— 144.5:� — ELEV. 5.7 DWELLING — — vy PUBLIC WATER SCTM#. 1000-91 -1 -7 81'4q 20" E..1 DRIVEWAY SOIL BORING McDONALD GEOSCIENCE InU1 a CONCRETE RAMP GARAGE SOIL 12/4/20 o cA_ 304 SF BORING® ELEV 5.1 G.F. XXXX ELEV. 5.1 �' y a ELEV. 4.5 REMOVE EXISTING I 1 2.5' MIXED SAND & LOAM (SM) SANITARY SYSTEM WATER SERVICE I HIGHEST EXPECTED 1 & 2 STORY , , WATER EL. 1.10 LOT AREA: z� WATER EL. 0.10 2.5' BROWN FINE SAND 5P) 14,221 SF SINGLE FAMILY RESIDENCE I (7 BEDROOMS) STAAR 1.0 F.F. ELEV. 7.80 5 1,500 GAL TREATMENT 13.0' 1ST FL. 1,771 SF C.O. MIN. SEPTIC TANK UNIT LOT 12 2ND FL. 1,069 SF 11" PVC— — 5' DWELLING 8.0' WATER IN BROWN a FLOOR AREA 2,840 SF RECIRCULATION MIN. I t WELL FINE SAND (SP) LINE i 2" PVC HEADER W/ PROPOSED i 1 1/4- REDUCING I/A PANES 2" POLYETHYLENE / I PROPOSED 2nd STORY r BUSHINGS 014, LOT 12 160 TEST HOLE DATA r WELLPROPERTY lJ I II \v1 It �\ I s EXISTING 1st FLOOR i FROM SUBECT 10 26' INFILTRATOR POLE r� o PATIO MIN. �% EX MAR Q 9 023 s �_ r C'ovl 26' INFILTRATOR I PATIO 25' MIN. _ 26' INFILTRATOR AIN. o S1.111L.131CsGDEPT tq TO POOL r gOq, EXP• o TOWNOFSOUJ`MOLL3 E 1NFILTRPTOR o y I PROPOSED VENT 2" MIN. W/ g0%EXP• 26 ELEV. 4.0 DWELLING LOT 11 IN-GROUND POOL — °' CHARCOAL FILTER MIN. 3' PUBLIC WATER FROM DOOR/WINDOW _ ��� _ _— —139.47' -, f DWELLING ELEV. 4.0— 81o44 20" W PUBLIC WATER — ENIGINdEER?S CERTJFICATiON RE*LIRE®. NO WELLS WITHIN SLiumi.T P_E. 0R R,A. CZ RT[r ICAT lDti 150' OF PROPERTY FOR I N SrA LLATIO NI AND CONSTRUCTION OF IA/OWTS (A/OWTS Septi-Tech FwR For4A L AppRo VAIL, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY `SOF NEW/Y0 DANIEL R . FAMAS C 0 , P .E . , P . C . A<qS, f- DATE 1/13/23 /�H.S. REF... 0. R-22-1996 * CONSULTING ENGINEER '• APPROVE(/,.„ _ 94 STEUBEN BLVD., NESCONSET, NY 11767 A of=isft malobwy fiy 'lmuu W in FOR MAXIMUM OF 8 �BEDROOMS � � (516) 317-7209 codMnm=VUillh nqu'uMm nt&bmit EXPIRES THREE YEARS FROM DATE OF APPROVAL -ON p 0569 e mpletedfonm%W - 80 msproof pR�F P�� DATE 10/16/22 SCALE DRAWING N0. ESSION REV. 12/02/22 1"=20' 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES t PROVIDE SECONDARY 2 1 SAFETY COVERS (TYP.) 10 9 ! A ° o o A 8 12 TUF—TITE EF-4 4' EFFLUENT 4"PVC FILTER O O O INLET 2"PVC C:= 0 b o o b a o —01 % c OUTLET O O O 617 C7 5Ire;t {f=5��:;+.;M .�a?i••' °. y ..'` 67] � ~� 36' TRENCH WIDTH ► n n EXTERIOR WIDTH 0 0 0 3'-10�' I 7 6 4 cl> 3 3'-7�' ORIFICE, 5 •SIZINGa 3/16' HOLES — *SPACINGj 24' O.C. *ORIENTATIONi FACING UP 1 1/4' PVC EXCEPT EVERY 5TH ROW PRESSUIZED PIPE 175.6 14,4601 EXTERIOR LENGTH FACING DOWN HOLE L❑CATION END CAP PLAN VIEW 4'-7&- INFILTRATOR QUICK4 PLUS CHAMBER (PSD) 10.1 12571 FREEBOARD TYPICAL STAAR 1.0 DETAIL N.T.S. INLET 6.9% AIR SPAC OUTLET 176] _ 0.2 151 WALL LOW LEVEL THICKNESS FLOAT SWITCH PER CODE Iaa.o COMPARTMENT (WHITE) PER CODE LIQUID A CONTROL HIGH LEVEL DEPTH FLOAT SWITCH POWER (YELLOW) yll COMPARTMENT 115 VAC B 15 AMP STAAR DISCHARGE PUMP CONTROL PANEL 115 VAC BUOYANCY CALCULATIONS (CLEAR) PUMP WEIGHT OF STAAR 1.0 TANK=ASSUME 760 LBS EACH 2/3 TOTAL VOL I 1/3 TOTAL VOL POWER RETURN PUMP WEIGHT OF BUOYANCY KIT=3,600 LBS 115 VAC (2 x 12'x 1.5'x 0.67'X 150) SECTION A-A 115 VAC (BLACK) WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=2,376 LBS 20 AMP RECIRCULATE PUMP (2 x 12'x 1.5'x 0.6 x 110) 1(R VAC WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=11,988 LBS 2-COMPARTMENT SEPTIC TANK DETAIL (IM-1532) (RED) (2 x 12'x 1.5'x 3.7 x 90) N.T.S. TOTAL=18,724 LBS NYLON STRAP MINIMUM BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK 10,000 PSI RATING (TYP.) N.SINGLE LINE WIRING DIAGRAM IS EMPTY AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER PUMP 14.63'x 5.14'x 1.4' X 62.4=6,570 LBS 18,724 LBS SEPTIC TANK>6,570 LBS(2.84 FACTOR) 18° 18" EXIST. RES. *DISTAL HEAD HEIGHT 30" (2)-CONCRETE DEADMAN 18°W X 8"H X 12'L F.F. EL. 7.80 ( )- INFILTRATOR TANK R❑VIDE SWEEP ELBOW WITH (2)-#4 REBAR CONTINUOS EA. TANK i INV. EL. 3.75 INV. EL. 3.65 GROUND ELEVATION 4.8 AT DISTAL END OF ANTI-BUOYANCY DETAIL PSD. (TYP.) N.T.S. I CSO 2" PVC , PRESSUIZED PIPE 104' INFILTRATOR DISCHARGE INV. EL. 4.5 STAAR 1.0 Li 25 SEPTIC TANK 2' TREATMENT TANK 30' z Y, DANIEL► R . F'ALASCC , R .E . , R . C . - INV. EL. 4.4 i ----------J INV. EL. 3.40 N o * CONSULTING ENGINEER INV. EL. 4.0 HIGHEST EXPECTED GROUNDWATER EL. 1.1 • —_—_—_—_—_—__ __—_—__ __ _—_—_—_ _— _—_—_—_—_-----_--_-- 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 BOTTOM EL. 0.08s ti BOTTOM EL. -0.27 �`p °• 05699 ��' SANITARY SYSTEM PROFILE pR�FESSIONP1-� DATE 10/16/22 SCALE DRAWING N0. REV- 12/02/22 AS NOTED 2 r- J 8014 j� ACEI SURVEY OF PROPERTY BE P 2 2 2023 - SITUATE AT BAYVIEW B [MINGDEPT. TOWN OF SOUTHOLD LOT SUFFOLK COUNTY, NEW YORK 'T� �NI' `';'F Ft�I�Ia3'j, DWELLING fgq•5� � � ELEV. 5.7 DWELLING PUBLIC WATER— — v y PUBLIC WATER S C TM#. 1000-91-1-7 z� 4120 E— I DRIVEWAY rallI SOIL BORING �e B In '� McDONALD GEOSCIENCE n CONCRETE RAMP GARAGE SOIL L/1 12/4/20 0 cv' 304 SFBORING ELEV 5.1 0 ELEV. 5.1 a y ELEV. 4.5 1 Q I 2.5' MIXED SAND & LOAM (SM) WATER z o I N HIGHEST EXPECTED 1 & 2 STORY '� I WATER EL. 1.10 LOT AREA: SERVICE 2.5' BROWN FINE SAND (SP) 14,221 SF SINGLE FAMILY RESIDENCEWATER EL. 0.10 (7 BEDROOMS) 1,500 TANK SEPTIC F.F. ELEV. 7.80 C.0 13.0' Z 1ST FL. 1,771 SF _37� STPAR 1.0 LOT 12 2ND FL. 1,069 SF , TREITMENT 5' DWELLING 8.0' WATER IN BROWN a FLOOR AREA 2,840 SF - B-55 MIN f) I WELL FINE SAND (SP) USfR jEF-�'(C I ELECT. I 2nd STORY PANEL ON LOT 12 160' TEST HOLE DATA r -47, C NTROL PANEL FROM SUBEA PROPERLY � list FLOOR ti 1 p PATIO A MIN. B-89 POLE A-14' 34' INFlLIRATOR V NTS I r' PATIO B-75 34' INLTo I FlRATOR tZI y _ _ 34' INFILTRATOR I o ING IN—GROUND POOL B-85' �B-98� PUB50 LIC LOTLW TER 139.4 — DWELLING AS-BUILT ELEV. 4.2__--- S 81744'20" W PUBLIC WATER R-22- 1996 NO WELLS WITHIN 150' OF PROPERTY SYSTEM DESIGN CALCULATIONS 110 GAL/DAY X 7 BEDROOM = 770 GAL/DAY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 770 GAL/DAY / 2.83' (INFILTRATOR WIDTH) / 3 (CAT 1) = 91 LF REQUIRED APPROVAL OF CONSTRUCTED WORKS FOR 99 LF PROVIDED ASINGLE FAMILY RESIDENCE Date 9/13/23 H.S. Rei No. R-22-1996 _ CF NEW y The sewage disposal and Water supply facilities at this location 4 O� DANIEL R. FALASCO, P .E. , P . C.�on have been r�P�� R• inspected and/or certified by this Department or other agencies and found o CONSULTING ENGINEER to be satisfactory FORA MAXWUM OF 8 BEDROOMS. /�(i�� 94 STEUBEN BLVD., NESCONSET, NY 11767 (51 6) 317-7209 CRAIG KNEPPER, P.E.,CHIEF -A (516) L0� 569 Office of VVastewater Management �opROFESSI0t4A���� DATE SCALEDRAWING No. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0718/23 1 =20' N STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of insured(Use street address only) lb.Business Telephone Number of insured ROMAN BUILDERS INC 516-449-7040 43 SHERWOOD DRIVE HUNTINGTON NY 11743 lc.NYS Unemployment Insurance Employer Registration Number of Insured 45-810290 Id.Federal Employer Identification Number of Insured Work Location of Insured(Only requiredifcoverageis specifically or Social Security Number limited to certain locations in New York State,_i.e., a Wrap-Up 11-2932957 Policy) 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) State Farm Insurance TOWN OF SOUTHOLD—TOWN HALL 3b.Policy Number of entity listed in box'Ila" 53095 ROUTE 25 PO BOX 1179 92-CU-L399-8 SOUTHOLD,NY 11971 3c. Policy effective period 09-12-2021 TO 09-12-2022 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "1 a" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notif the above certificate balder within 10 days IF apolicy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of'premiums that cancel the policy or eliminate the insured from the covet-age indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Cert f tate Is valid for one year after this forst is approved by tate insurance carrier or its°licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Meghan Rodrigues (Print name of authorized representative or licensed agent of insurance carrier) Approved by: aeAm07/06/2022 (Signature) V (Date) Title:—Agent-- Telephone Agent —Telephone Number of authorized representative or licensed agent of insurance carrier: (631)424-6333 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. j C-105.2(9-07) www.wcb.state.ny.us Y Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board,commission or office'to pay any compensation to any such employee if so employed. 2. The head of'astate or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by thischapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. � I. SURVEY OF PROPERTY N AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. CEDAR BEACH ROAD 1000-91-01-07 SCALE: 1'=30 I � MARCH 1, 1994 �\ OctDWELLING PUBLIC WATER I JANUARY 22, 2021 DWELLING JULY 23, 2021 (Revlslons) PUBLIC WATER 145__ _�- -�_ __-- (�4 229' I � 1 o 1 i o DWELLING Lor t6o PUBLIC WATER DWELLING PUBLIC WATER P PROPOSED 2N0 FDi'Co" I H'•GH PIPE FLOOR ADDITION G.5'N 0.7E i PROPOSED 2NDrG FLOOR BALCONY 144.50' a 5'] E 6.3• AND FR.. N ANDD B OVER we BULKHEAD I.o,N R. N81'44'20"E 6PLfT RNL -"= RB 180' TOP BIKD 1.0'N -- EL�4.5' BB cURBU U) (n CONC, cos GRETE — RAVP AC }3.T tCi�L N27'48'00 YY v CONCRE E PAVP +BA' DRNN TH O G EL-5.1' 13.08' - L . 9{ TOP BIKD <°ATE r10Wc7T u v � TEST HOLE DATA E`�40 I GRASS FR m m } _ < ODEXISTING LOT COVERAGE McDONALD GEOSCIENCE METAL f AREA £ g�H0 SE& 9 g y DWELLING 12/4/2020 n RAMP -\ r P� m WELL TOTAL LOT SIZE=14,011 SQ.FT. �1• FLOAT' A FIRE ` 1 70 ®WELL HOUSE = 2138 SQ.FT. WOOD DOCK 'PPIT MIXED ND z m o ➢ POOL PATIO=1620 SQ.FT. WOOD u=OVER PVC r 6.0' o POOL = 776 SQ.FT. 2.5' O AND FR.BULKHEAD Z STEP > m BB culls O ASPHALT DRIVEWAY = 2599 SQ.FT. (nAOOP STONE PA"' 3D.e 4 CONCRETE DRIVEWAY/RAMP=1000 SQ.Fr. BROWN FINEYlOOD m t5.t' 5T.1' STOOPS = 72 SQFr. J� mff STONE AAX 1 SAND SP Z �!� 36.8' 6TON� 141, STONE WALKS=319 SQ.FT. m EL. 0.1' 5' r COPING LOT 161 PDDL x x Et 0.3' N El 4.0'' 68 CURB FLAGPOLE S,OCKApE FEN m FEH.cOR.GRAVEL DRNcN'AY o."N 139.47 A=•�D 581'44'20"W POOL Fr.TER FEN.COR. END METAL FEN. CURB Bldg Dept-copy from ZBA Final reviewed documents WATER IN BROWN 0.6'N 0.2'N O.L. FINE SAND SP ZBA File#1"'75 NOTE WATER ENCOUNTERED o 0 5.0'BELOW SURFACE LOT 16 p ELEVA77ONS REFERENCED TO NAVO 88 DWELLING DWELLING PUBLIC WATER PUBLIC WATER KEY AUG 2 4 2021 Q = R£BAR ® = WELL _- A = STAKE OF APP�AL� ® = TEST HOLE - �ON�NG BOARD I s = PIPE ■ = MONUMENT DWELLING = WETLAND FLAG PUBLIC WATER rQ, = U77UTY POLE y�Y�T.MET2 Oar --O--O--METAL FEN. Q —x—x—x— STOCKADE FEN. —0—o-- SPLIT RAIL FEN. LOT NUMBERS REFER TO SU8DIWSION MAP CEDAR BEACH PARK"FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 20, 1927 AS FILE NO. 90. - •06, ANY ALTERATION OR ADDITION TO THIS SURREY IS A VJOLARON OF S. LIC. NO. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT Y.CONIC ORS, P.C. AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP AREA= 14,011 SO. FT P.0. OX 90920 FAX(631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TR N.R 11971 T 94-130 I 1IR 20 REV I ' . I 12020 RG 2 INIno203 12J 142020 KEV4 w12021 REV S 1812021 REV6 1/14/2021 REVT 1 o v x r--------------------- I I 1 I I I I I I I n••-T I ---------------------- ------------------ I I I I � I I O I I I is•-r gaD' a•_i I p I BATH I o 'rick I LINE OF EXISTING OVERHANG W I Arox905q I bA I OUTDOOR I 5HOWER I 0 rn W I I i I LMNG ROOM ,.,e aeae,w o I BEDROOM#1 n•-e• I 1 I I I 9-10%M'G'IWi I I I I I SKYLrtE� I / BEDROOM#2 ti GARAGE DEN DINING tI6'%9-TIR 1z 'd-x310 I R-TX30-i R0. h.c 109`AR Ne¢J))Sq Ft I FIREPLACE FIREPLALE I I N ACCESS P. i c� r------� 6.ox�ry�1 'O I I i Bldg Dept copy from ZBA � e a Final reviewed documents 17,F w BATH — ZBA File# `7 7/� Z rn I 6'— BEDROOM#4 I I LAU 6�xFI 4 —x— § = BEDROOM p I Date: ) "' I F sa s'r Aee�sar, a�rosgF. I I N hez SaF 1 I u D I I � I I I n 001 3'-3' 6'-5' O I a ISLAND 2-01 F11 I KRCHEN i—Q ----j v— rn a�a4a sx Fr g ® I EXISTING 1st FLOOR PLAN AUG 2 Q2 a a o� a� L-------------------- --------J G gpAR�OF APPE��S 4 �~ l Q 41 a x o U -jell '•�'�"'r DRAWN:IM IMS SCALE:AS NOTED JOB M SBEETNOMBER: A-1 I 11 020 RE I 1 IJUJU REVZ 1 2_ TM72020 � + Ozl REVS N U RF: M1 I1 zun Rs � E ❑ ❑ ❑ ❑❑ ❑❑ 1 11 11 11 IT ❑ 1 EXISTING FRONT ELEVATION 2 EXISTING RIGHT SIDE ELEVATIONIII, o 1-4 ❑ ❑ ❑ L It 1 11 N Q 11111 111111 11 if 11 1111 11 1111 11 11111H Llh Ill I U ° 3 EXISTING LEFT SIDE ELEVATION 3 EXISTING REAR ELEVATION e = e cd y 0 ti I � j C7 0 0 1 I M I I 1 I I I 1 I 0 I L___-----J I m a .5 LINE OF I 1 HOU5E BELOW 1 Bldg Dept copy from ZBA s s I 1 Final reviewed docu nts d � A I I ZBA File# ""7� o 3 Date: / / I I I 1 I I I IE. E%IS71NG V Q _—J I OVERHANG 1 R I I 4 BR ,. AN•N:JM/MS EXISTING ROOF PLAN A .tag,_ - JOB SCALE-AS NOTED; L---------- ----------J Scale:114'=T-O' SIIEE'1NUMBER: A-2 IVO imzaazo M Mv2 z vzo i on s i an aw IFIUt021 Rt 7 za uNE OF PROPOSED 3d . i sroarDEacosovE j o a -O o ' � `uNE F PRacnsED � W alw woo2,neovE - / I m ow BATH O Im 309q �.,I 0 O i OUTDOOR N O I SHOWER LMNG ROOMO I t� b b BEDROOM#1 n 8' z�tgscw I ici'ure scwre un�oP I i STARS LINEof srs�s r�m.•E BEDROOM#2 F OARAOE . DEN/DINING Rd'%9-T SIIi 6-0'x374 ' ' ax3o-r vu MmztO9$F � ro�7n9aw � i Ne3455 1 gF FIREPL4M P 9 y aREVIseE a_3Tm 0 O ----- I 03 >n 5-B. sox7� M T« W BATH •saan4 BEDROOM#4 BEDRO M#3 b . LA�f 675pF -� 94%R4 Q Hd'%II Wt 33 (W A's 93�F hs1CJ VqR LNE OF PROPOSED^ G D SECOND FLOOR V ASOVE rq a 001 ci EnZ Bldg Dept cofrom ZBA i Krr xw� Final reviewpy s "5 PROPOSED 1st FLOOR PLAN (1,771 5Q FT +304 50 FT GARAGE) ZBA File# �d0�` 2 Z" a �P53 a L ' Q ..: .� � aRAWN:IMJMS . ... - SCALE AS NOTED Jos a: SF✓F%f NUMB i A=3 • • 1Ivll M.y.•KEY, • • I v2o REv: 020 REV l 1 1 3 1 02EE 7 tl 37_3• S-6 3-5, 2-b• 5-Q 3-7 3_T 54 3-Q 6-6 LINE OF DEN/DINING ROOM BELOW 31=3 UNEOF GAQAGE BELOW - - U OF FRST p R BFLOW O 13d 4• 4' O T' '�1 U i N — CENTER t DOOR IN CIS.O �y m ' DEN N � aezIIaum i � .p � M.¢100.75yR ,y arm b b - to io BeDwx IM#2 MASTER BEDROOM narxu••um - - IIQ%II4 W2 Me16/ SpR — NmYd35,R F 4'' 3CT 7-tt F 47 WIG in m `� ✓� ' � W%S-T-T Pu — — �( � '•C . ,Y Mrs335yR 1 iV 1111 � BATH X70.0 a McFvSaR ti - V] — F MSTR BATH L7 — +13 4'4 4 �T�4 FLLYJR OVERFi4NG m Crl IM from ZBA ci� 4 Bldg Dept copy 0. . Tr-i 3-T 3-T ttd1 Fir reviewed documents \ a �3 4.-0' 'ZBA Fill# �-7 2z pate: I g s PROPOSED 2nd FLOOR PLAN (1,069 SQ FT) U � •. DRAWN:IM/MS SCALE:AS NOTED JOB#: SIIEEf NUMBER: - mm7m■�,a�� mmamnaxa._ m7;n.nrc� .rr.an_riac� ■�■ �_��_ ��,i��� - - ./I/Ilm■IIm11�r., � .� _- �� �Ir1lm�lllm111�„ �� ;w�� - •/lilllmnlmnl�minl\._ � _ - .Irn Iml.._ == MEMORIES �� .■.Ilinmmlmnmmlmnlmnn.._ �_ _— .t�nlmm Immla,- == = - .dog lmnlmnmmmmlmmmmm..,. = t.mmml�inlmmlmnlmm� ,_■ -- a !eln!!!! 1•!!�!Am^ 1■1■Ilue! !m�1z �/ilm�--•-----•-----•--l�m�nlm� I -- immmmmlmmimnlmniimmlilmnliniomlil,...._. tt...... +mmilmmmmmml�mini�llmml�mlmrll == ���..•.Immll Imn I, lmmmnl�l mmlmi _ Iml�m Imm - mlmme�mlm - mrllm�nlm_ I ::�•amlm Imnmmmlmn i nln mmmmmmlm Immlh Im„�n Imn mmllmmnlmmn mmmmin I� IIII �'�IIImI11m111/III 11�I/I�I •'mml�n I�11 - v.�•�imm �I Imnmmllfl � IRm _ - = . - .:•..,..:.1 I i[WI 1 1 1 ii dii=i I �iiiiiiif;iiiiiiO■I iii.iti�n - t- - � . tril.■ ■r■lilllml�lm111 r■i II_ Imran Immlmmmm���nlml—I��mmlmmlmm� imm�m iii �R..,,Inmmlm - - _,.Illmll�.._ -�1■111■Ill Illmnlmlll - - mI11m111m111111111m1I 1■1■Ilnn. —�._„` �Ilmlll�II""� �1�1�Illmlll I■�n�t�n -�•vu� _- „�Inmm•�llm\... 11111■1■111■1■111■1■111.1■Ill�f■111■I■I11�1■111■1.111■1■111■I11 - - - - �_�� _-.tail 1 I■1...�--- !— t/111�111—Vllm�lllO�\ P - - - - - / .1■I ■Iell1■Im1`l isill Ilrosiml ■1li rlrrl�ljl■It■.■■ - Inlimmlml �Illmlllm�__ '4 ..11111114i�1■-I�il BI Ilr�liri ■1 I�■�r.��.�r�1■ �IIII�ISI�IiI� noel mllmlmmlmnm11111 X11111■111 1■IIm"-m■IIf"' •-'-'�IIm■Ilm■Illf"�••-"�•Im■rlIlls f■III�I■rl il■111�I■111■I�r111m11111rn1�I�111m111�I�I1lmnlmnlm111m111mn1/I�nl�'-"' 111 NTS Immmmllmin . 11�IIImlllmlll�llml��>,Illmlllmn��mlmmmnllmmlml Ilmmm11111rnIm111m111m111�Irm�11m�I11mm�I�I111IIImnImIllm Imnllmnllmn Inlet IIm111m1�1■ (■nl�l- '-'"�- "lq n1�11111mnl�lulll�lrnlmnl lm 11 111 lllmnlmnlmnl�l/Illlpm®m �Ilimlllm..._.-..._,JIIImaminilm mlf■Illmnlm._.Jirlll�.----- .�Imnlmllln_....._..J�r■111� n �Illmlllmfllmlllmnlmll fI11m111i1rnlmnlml11ml11mn1m111111� 11 11■111m1/lm iffl l�f�lllmllml11111 nllmlllmlimnllmlllmlllmlllmllmn11�1/Illminmll �I 111111�f■Illtllnn�rflllmlllm,m11m111m111Il�l11 111mlllmlllmllrn Imnlmlllmmmmlmlllrlmlllf�ll IIr111mI11mnlmrnll�I11mI11mI11I1■lllllr111mlllmlllm n Ilmnlminlll�I11mI11�I�111m1.rmnmf111m111m111/I■illmnlm111mImOn IIIm111mI11mmIm11mnI1mI11Ilr 1m111/I�Illmlllmnlmmmll=I�Ilmnlmlllmlllmllln m nlmlllmlllmnlmlllmin�l/IIIm111m111m111mmII�Inmlllll�nl�►In�..l.l..rll ■1�1■1 11 ■I■1�■ i■�lii■I�a --=---- -�aii1■Iilii■ ,ii Ilii.l■m I�■n1 [Ili 1■iilii■1■ 1■1�1 1 1 11 ini ■I r id I�■in■lii�i■ ihir-ii nril�il ■I liif�r■T�r■iirii■�iiiil�j Ilii n i�' .�.-r.�.-rr�.-r�t.-rm_.-r_�.■■.m -r.._.Ills I _AN mmmmp�: mrrR_Ar. a ■®1■ . lammmmlmlllmlllml~�•�i I mllmlmlll\t.�c im■1■nr■1■m■I■m■1■nn1■nr■1■nr■lsnr■1■nr■1■nm■nm■urq■nm■1«���� _ - Immmmmlmn�mmm,�;� ;llmnlmmn: ....—" mlmmlr� —Inlr--- �Illr— �rlml G��� - Ir Imllmmm mlu='�:�mlmll� nl Il�lilrllll Imllmml��I<m >m rmlm :-=-., III Imrlllmlllll Im11.-. `•f�I11mI�nil lmnnl I I I�■I I I I�I!■I I®I I I N1�`t•� li 'nlmlllmlll Ilml t, �Im111111..■..N �Im1111 11II � ;_:;e - _ — - - — - - - - — —; •ilffl Wiz.; .., _ 16■.■1■III�Irn111�dnl.�t--- - --_--_--__._�_�.. - ��_ �+�ri - — r � - 11111■Ili::�s��ii� _..__i iii �i �:"� ����i ��`.■i�11 Il.lry■•- n.L111I1�111m111■1� - - - -- - 1■f■11 mi�ei �-____ ,_....I■Innilmmnmmlmnlriiinl■I - - - - ® 1119■1_t 11�mmmw a=- - ..1■1111�1 - - - - - - - - - - - - - - - I i��ii I ®I1■-R-IH- I • 11 I 111 �i�r■moi■I�iilI�i11 -- - - - g ti■..tin■.unn.t_.■r.t_.nao■r.tin■.t_n■.t_n■_t_n■.t_n■_t_.a_t_.a.t_.■■.t_ X111\� 1111 follisimilisimill11 1-1ll111 -1 II III 1�1 1���1-��111�1111 11 ■1 �11` I 1■I�rl1■11111 all Iir 11 ■1 In 1 1 1 �II1■r■.n.t.�u.t_n■_t..■■.t_�nmmm �tr■.trnr..rrr..rrr�ml■...n■r....■rmnn"71�""111m111�"'-'-"111■I■111■I■1111■1111 11mI11m111mI11f�Ir111F'r'r"111fI1rmngmnr.t.nrmnr�mnlmrrr.Jnr.Jnr.mar.�n1111P�r�■rr'■�trr.�lrr�n■r.mrrm n �m m mlmlm mmmlmnm■n mlmnlmnminllmn�ilrl��'nlml Ilmllml mmn n nrI 11 �. . .°nm�i. . S� mliiim�liiili�iml�iim� r mm�iu���immlllmma..anui�il�iiim�inl��m�lliim"I�I�J� .m Rein'II m'iiln�ii �■ mm m Illmlll� mmmlmlllmll� 'llminml nu ImI11mI111m111m110 0■mllmn tmnm �. �—ran m -� n0�OIm10��m mlmnmOnllmmlmmmm �m�l�mnl� nll'Imlm�m' rymm�mlmmllm�..ry.�t_....t_.mm�lm���mm1101i 1�■❑11�n011 II I■1■r■I■1■1■I■1■r■I■i1111�1■r■I■1■r■1■1■.■1■1� 11V.ryl■I �rrn1t11111�l�mtltl -!1_.■1m1111 mr .t_.■Im1111�1nllmlllq_.■■mlllmll-itl/IIIII■1-,rm0111■1■..illi .�mllr■Irll II■1■VIII:■1`■ry 11� �I _111 I�i1i n ilii 1�ii1 I�■inllii�i■I�iii lif= ="I■I li■T1illWin■�ii1■I, 1■g iTiiiiitin I FORM i 11 i r�lil�i I�irii■lii�i■I�i i■Tifiii��= ter` ii■I�rii■�ii \1.— mllmmlmnlmnlmml■I■mmum■mm� �� .�� 1�1 4 n I LI Z020'y'RRV I 1 ILZOzO RF.V2 i ♦ • f -127,T-M-5 RE � 1 mz rz nzl Rev I N 112 !i I 1 2021 RE ] i N LINE OF 2d FLCoR DECK BELOW :.d a b0 o 0 UNE OF DEWDINING ROOM BELOW 0 0 UNE OF 7rd FLOOR BELOW 50LIl PANEL ARRAY T T UNE OF GAR-GE BELOW N U BWESTONE CLAD CHIMNEY ❑ con rl-� o Coll0 M UNEOFSECONO FLOOR BELOW "�E a Bldg Dept copy from ZBA m Final reviewedw F- ZBA FII # � uments UNE OF Date: RRST FLOOR BELOW V LINE OF 1st FLOOR BELOW .q ow3 •1^moi_ W, V �. �. "..,.."� u PROPOSED ROOF PLAN 0 Scale:1/47=1'-0° +M aL•. a r •��..,�� DM1VN:1M/MS SCALE:AS NOTED ME!a: SHE'T NUMBER: A-5 CGenerates! by REScheck--Web Software �(J Compliance Certificate Project MANGANO Energy Code: 2018 IECC MAR U 9 2023 Location: Southold, New York SULDiNGOEPT Construction Type: Single-family TOWNOFS®t1THOLL-) Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 370 SUNSET WAY SOUTHOLD, NY • • • • - Compliance: 0.0%Better Than Code Maximum UA: 146 Your UA: 146 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,070 30.0 0.0 0.035 0.026 37 28 Wall:Wood Frame, 16"D.C. 909 20.0 0.0 0.059 0.060 39 40 Door:Glass Door(over 50%glazing) SHGC: 0.24 124 0.300 0.320 37 40 Door 1:Glass Door(over 50%glazing) 41 0.270 0.320 it 13 SHGC:0.26 Window:Wood Frame 77 0.290 0.320 22 25 SHGC:0.32 Compliance Statement: The proposed building design described hereis c i with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi designed to meet the 2018 IECC requireme is in REScheck Version : REScheck-Web and to comply with the mandatory q listed in the ection hecklis o-:'•;.: Name-Title Sig tur. - - - '` .� Date Project Title: MANGANO Report date: 07/08/22 Data filename: Page 1 of 1 Generated by REScheck-Web Software Compliance Certific to Project MANGANO Energy Code: 2018 IECC Location: Southoid, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 370 SUNSET WAY SOUTHOLD, NY coni lRancec 1.5%Better Than Code Maximum 1 196 Your UA: 193 Maximurn-HSC: 0.40 Your 5NGC: 0.27 The%Better or worse Than Cede Index reflects I close to compliance the house is based on code trade-o"rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Sial;-on-crade trariee:.s are no lancer considered in the UA or perfc•rm:nee,compliance path In REScheck. Each slab-on-grad: asserrlb!j in the Specified climate Zone trust meet the nilnitli:lm Encrg; code insulation R-value and depth regwrernents. Envelope Assemblies Gross-, Cavjity., Carlr t e all Ceiling: Flat Ceiling or Scissor Truss 1,070 30.0 0.0 0.035 0.026 37 28 Wail:Wood Frame, 16" 1 909 15.0 0.0 0.077 0.060 51 40 Door: Glasrpoor(over 50%glazing) 124 0.300 0.320 37 40 SHGC: 0.24 Door 1: Glass Door(over 50%glazing) 41 0.270 0.320 11 13 SHGC: 0.26 Window:Wood Frame 77 0.290 0.320 22 2S SHGC: 0.32 Floor: All-Wood joist(fruss 1,070 30.0 0.0 0.033 0.047 35 50 compliance Statement: The proposed building design described here is consistent w'th the building pians, specifications, and other calculations submitted with the permit application.The proposed building s en signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r iI n I Ste REScheck Inspection C lecklis . JKtf R&46 4 NameTitle - :;;os .;'� % r.:, Signature Dafii r t mss.A, w`. k � . Project Title: MANGANO _ Report date: 06/06/23 Data filename: Page 1 of 1 REVISIONS: 12/11/2020 REV 1 12/12/2020 REV 2 12/12/2020 1 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV 7 r- — — — — — — — — — — — — — — — — — — — — - I I I I I L — — — — — — — — — — — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I i I I � I BATHct I_ � 4'-1"x 7-4" I LINE OF EXISTING OVERHANG P-1 Area:30 Sq OUTDOOR 0 SHOWER I _O.v .� I i i i i 8"8 I I I I w LIVING ROOM io H/W I i I I 22'-11"X 13'-3"IRR ^, I I I I Area:244 Sq Ft 0 I v m I I I I BEDROOM #1 X 14'-6"IRR Arca:155 Sq Ft I I I I HVAC �KYLITE–J �SKYLITE J I BEDROOM #2 GARAGE DEN / DINING 11'-8°x 9'-7"IRR &-e"x 321.01, 11'-7 X 30'-T IRR Area:109 Sq Ft Area:277 Sq Ft Arca:3455c;Ft FIREPLACE FIREPLACE _ N !lull Illl� ii m I V I ; ATTIC N ACCESS IIT I 7� -------� I — I II Il�illlll N I I 4-1 , Area: P.R. 0 . r - - - - - - J X2, 16 Sq tt I 5_g 6,-O„ I � Q 17-3" wI BATH 6'-5"x n'-o° BEDROOM #4 0 — BEDROOM #3 o LAU Area:62 Sq Ft 9'-0"X 11'-O" _= 9'-4"X 11'-O"IRR I M 8'-1" Arca:99 Sq Ft Area:110 Sq Ft l ~ w Area:2 5q Ft iv O ISLAND 00 I I o KITCHEN - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - --i Nva 17-3"X 14'2.. r —O F-- m 4 z O Area:244 5q Ft Z ON � p� v v lL W x Lrl (D EXISTING 1st FLOOR PLAN oTO ILI Scale: 1/4" . 1'-0" 6 w 0 o O fs - - - - - - - - - - - - - - - - - - - - mu O. 00 N v G v O W U � x UU } DRAWN: JM/MS ` SCALE: AS NOTED JOB#: SHEET NUMBER: REVISIONS: 12/11/2020 REV 1 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 — -- - - ------ 1/8/2021 REV6 -- 1/14/2021 REV 7 LLLLtLLLFt ULU _1 LLLL1 LLill �I �� l U UUJ LliL L - - - - - - - - k - - = - - - - - - - - ; _ _ _- - - - - - - - L - LLLULI _ 1 _ U UUJL L -LL1 - �C EXISTING FRONT ELEVATION EXISTING RIGHT SIDE ELEVATION Scale:1/4" c 1'-0" 2 Scale:1/4" .1'-0" •C -_ - - - Ll E Ln -1 L L IL � o I I I I i l � l UU c� •� L-�� I -Li L---j — ��LLI L I ' � 0 - w - O UUP U � �l - fL �U - JLL 0JE1 I ii - - - - - - - Lt - -�_ f TUU 1 U U �� - - - - - - J� _ A L - - - L � U UUJ U _ �U_ U� U UUJ � - - �- - - – – l- - _ 7T T a� EXISTING LEFT SIDE ELEVATION 3 EXISTING REAR ELEVATION Scale:1/4"=1'-0" Scale:1/4"'.1'-0" r-----------------I N I I ------------ L-- ------------------------------------ , I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I � � r � I 1----------1 I `� P, �r + LINE OF o m 1" HOU5E BELOW04 w v I I I Ln U 2 a, I I N 00 m° I v � v EXISTING I I � W3 I I I I I I I I I I I ' OVERHANG U I I p I I n I I � i I � I I I I � I � I � I I -------------------------------------------------------------j 4 .1 II •M 'ir �ra J 9 1' L J DRAWN: JM/MS EXISTING ROOF pLANY ,;R.s i„� Q . �; SCALE: AS NOTED `-----------------------J Scale: 1/4 _ T-0” -0_ `�"• ', i' JOB#: SHEET NUMBER: REVISIONS: 12/11/2020 REV 1 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 1 REV 7 ---------------------------------------------i LINE OF PROPOSED 2nd STORY DECK ABOVE I I I I , O r---� 111-7 IV I ----------------------------------- i O LINE qF PROPOSED I 2nd FUOOR ABOVE I � I I I •I--+ I I I I BATH 4'-1"-X74- Area:30 Sq ^, _ OUTDOOR i ` OV SHOWER a I I r------i r------n ' I I I I I I LIVING ROOM HNv I I I I o I I I I I 22'-11"X 13'-3"IRR ' Area:244 Sq Ft BEDROOM #1 I I I I X 14'-6"IRR I I I I I I Area:155 Sq Ft I I I I HVAC I IC�KYLITE I I SKYLITE ' LINE OF I PROPOS LINE OF STAIRS ABOVE STAIRS BEDROOM #2 GARAGE DEN / DININGI 11'-a"X g'-7'19 -15"a'-a°x 32'_0° I I 1 ===—'_=_=_=�=�� Arca:109 Sq Ft Area:277 Sq Ft 11'-7 X 30'-1"IRR I Area:345 Sq Ft I I I FIREPLACE I FIREPLACE lip I � ' i i i i ��I I '�i. m O r ATTIC � I ACCESS �I X21 Area:ea: Sq 16 5q 6-O' I I I I ' I w BATH = I — -----1 BEDROOM #4 0 0= BEDROCJM #3 o I I LAU Area:62 Sq Ft A REVISIONS: 12/11/2020 REV 1 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV 7 11 LINE OF DEN/DINING ROOM BELOW LINE OF GARAGE BELOW LI OF FIRST —E(51— --EQ-- FLOOR BELOW 7� — --------- 1 41, 4" CENTER DOOR IN ROOI'l DEN C) Area:180.7 So Ft QUEEN KING MASTER BEDROOM 10'-11"X W-5'IRR Area:167.(E Sq Ft 131-01,x 131-01,IRR Area:150.3 Sq Ft 41. cli WIG cl 6-4"X 5-711IRR Arco:33 Sq Ft �JL4 4" 111-21, 1. 3'-6' 9N TFT7 -1::� BATH 7L 101-111,x 7-61,IRR H WER Arca:75 Sq Ft MSTR BATH BE—)RO(PM #3 DRO 11 all IRR LINE OF SECOND --- _ _ O 101-01,x 111-61,IRR LINEN 15' ;4 Area:87.2-Sci Ft CLOSE Arco:IS C Sq Ft 41, 41, FLOOR OVERHANG EAC I- 7.IlZP 1-1-So WIG III 14� � -=_'--_'_---_ - Q, V1 O -7-77 r T cc 15 61-111, :4—j LZ--5HOWF-;Z I4 cy� Lr, Q 44 31-7 5-7 111-11, 201-31, 41-01, u U) 00 5:ROPOSED 2nd FLOOR PLAN (1,060 5a FT Scale: 1/4" T-0" u u o 01 DRAWN: JM NIS SCALE: AS NOTED JOB#: SHEET NUMBER: r.c A-4 REVISIONS: 12/11/2020 REV 1 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV 7 LINE OF 2nd FLOOR DECK BELOW •C) cl� � O LINE OF DEN/DINING ROOM BELOW \:LINE OF 2nd FLOOR BELOW N -4 SOLAR PANEL ARRAY LINE OF GARAGE BELOW � U BLUE-STONE I i CLAD CHIMNEY i Noo U O O M CA LINE OF SECOND FLOOR BELOW 0 a� NSI~ u; cj 0 Ln 0 6n LINE OF FIRST FLOOR BELOW a� rr v LINE OF 1st � U � FLOOR BELOW N a, o o w � U � PROPOSED 1200E PLAN o Scale: 1/4 . 1-0 � H x cn } ° �•'e�9� DRAWN: JM/MS SCALE: AS NOTED JOB#: x 'fi - SHEET NUMBER: A- 5 REVISIONS: o° o 0 0 ° ° o °ao�°0 12/11/2020 REV 1 1 op 37-3" PROPOSED SECOND FLOOR 2020 REV 2 12/12/2020 REV 3 p ti 0 12/14/2020 REV 4 0 a p aao° D 0 0 0 0 0 1/2/2021 REV 5 O 0 op 0 ° p 0p 1/8/2021 00 0 0 p 0 REV 0 0 0 o 1/14/2021 REV 7 •0O 4 0 0 ° 0 0D oo Do o a ° op 0 0 o A 0 o 0 0 o p o 0 0 0 c o ° o °0 29'-7" PROPOSED SECOND FLOOR opaDo a D p o ° ° 0 D 00 O D o oq 000 A Q o0o a Doo 0 o D p as 0 D o 0 0 0 ° o 0 0 ° °q O 00 o p po ° o a oo po 00 qo o o 0 0c, Do0�0o °° ° oo °o o0 ° o D0 0 0 n .. o p 00 0° ° a .o o 00 o oo 0 0 °00 nOl - 1 SOLAR 0D °ooD o 12 PANELe-1 0 % RZI ao oO --j — 0a D s Do , 0C 0 ARRAY o or) 0 ,00 0 O O 00.000 O p O O O O DO �O C - — 0 0 q0 4 s � A O O - -- 047 0 opo p0 0 0 ° 000 0 J( - - -- - - - — A A e O 00 040 4e — O O Os 0 0Do 0 A D 0 o J ] - o A 0A So O 00 _ — ?GOO • ;�o — — — ! T�i O AO ' j LINE OF 8 O00 LINE OF ooA ° pp pEXISTING Aq0 HOUSE LILLL °o HOUSE q 0 0A p0 a° L �'° EXISTIN ° � G o "_ H IL A -64OAC� 00 % 8 2 0 0, ll �u FLOO4� oqo R DECK WITH D J CABLE RAILINGS --- o _ o _ Oil, 1000 � o L _ - - - - - - - - - _ - - - - - - - -_— -_ - - - - - _ - -- - - _ - _ - - - - - - - - - - - - - - - I I w _Ui � IIII O a,� i L iL I I � O _II l�lid IIIII I T1 I L' i 1, 4LL-LLL-�tuL�LLL I I III I 1 1 44411 1 1 LLLL�JiLLILLLLili ILLL -1 ]Lnd-il�j�iL-L -L dLt iLtiL -111 L _Lm il -LL1LtLLLLL1jj-H1-LUJL -LI-LL LLLL EXISTING FRONT ELEVATIONQ-s EXISTING RIGHT SIDE ELEVATION Scale: 3/16 . 1-O cale: 3/16 _ 1-0 U N 0 � � M 29'-7 PROPOSED SECOND FLOOR 37-3" PROPOSED SECOND FLOOR 4"SLABS 8 X 8 BLUE �t STONE ORNERS � � 0 12 SOLAR PANEL Jar c � - - -- - - - — ,]� _— O r' o ARRAY !_�7_�- SOLAR �: . v ;~ '�' - - _ _-_- � CS - - -' i---% - - - — Ln U — -- 00 o [ � ��J]] PROPOSED SECOND � ' ��Q z I o FLOOR DECK WITH LINE O'. ] 1 _ j l9 ]� o CABLE RAILING EXISTING = 1_lukbI HOUSE w —=n I-� w LINE OF O = ��OC ! EXISTING PROPOSED SECOND 0L HOUSE FLOOR DECK WITH CABLE RAILINGS y�� — - - -LLL -- LLI -— — U) r _ - - - - - - - - _ - -_--_ - -- - -- - - -- -- -- -- LIL — - ui !—�- - �Lx LLU LIU cn I � U - i I i I ' I I �— - LL I I � � � � � - H I - i ::] F L U L 774 L -LULLII �� ' ! - - - �I� IJ �]��J�I] - - ] ]�� �� � ��I J �I_ - -7-777— - - - — I ! f V _5 <f T. r�. DRAWN: JM/MS EXISTING LEFT SIDE ELEVATION EvISTING REAR ELEVATION ;% ' ��` SCALE: AS NOTED Scale: 3/10, - 1'-O" '3 - s JOB#: C3 _ Sae: 3/16" - 1'-O° -��` . SHEET NUMBER: A-6 REVISIONS: 12/11/2020 fREV I 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 FREV 5 1/8/2021 IREV & 1/14/2021 REV -T 1/20/2021 REV 8 jwml& AtS 3 NN DATE: B.p, COMPLY WITH ALL CODES F F f NOTIFY BUJLG'N : LDDN TIAENT AT NEW YORK STATE & TOWN CC 765-1802 8 ",V, FOR THE AS REOUIRED D Cra�q 0 N FOLL0VV!r,!(,z To, 1. 3 REQUIRED 7 a P� TAX MAP#1000-01-01-07 TAX MAP#1000-01-01-07 2. ROUCH - FRVv:,!:�� & PLUMBING SITE DATA ZONING: R-80 (NON-CONFORMING) USING TOWN OF 3. IN'Si)LAT:-N SOUTHOLD SECTION 100-244 NONCONFORMING LOTS 4. F,­,;,,�_' TOTAL AREA: 14,011 So. FT. MUST ik;V, TABLE (LESS THAN 20,000) FOR SETBACK 0. HOUSE REQUIREMENTS AIL CCNSTRUC71',­(,v SHALL MEET THE EXISTING FIRST FLOOR 1,771 LOT AREA: 14,011 5Q. FT. R EQLI!R E V,ENTS OF T!-'L-- CODES OF NEW PROP05EDSECOND FLOOR l'oros FRONT YARD SETBACK 351-01, YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EXISTING GARAGE 304 SIDE YARD 101-01, P,F !�`O.FF PROPOSED REAR DECK (2nd FLOOR) 187 SIDE YARD TOTAL TOTAL F.A.R. HOUSE 5q Ft .3,331 REAR YARD SETBACK 351-01, 0I�iL LJ LOT COVERAGE 20% OCC N'a EXISTING IN-GROUND POOL 663U 1 00 E I S U NIL F U L EXISTING POOL STONE PATIO 2,078 (ON GRADE) WITHIOUT CIIL.11-IF I CATE PLUMBER CERTIFICATION ASPHALT DRIVEWAY a 3,842 OF OCCUPANCY ON LEAD COIVTENT BEFORE CONCRETE RAMP CERTIFICATE OF OCCUPANCY STONE WALKWAYS & STOOPS 259 SOLDER USED IN WATER S_ TOTAL LOT COVERAGE (DOES NOT 0,842 S UPPL Y S YS TEM CA NNO T INCLUDE HOUSE AND GARAGE) EXCEED 21io OF 1% LEAD. HOUSE FOOTPRINT 2,075 PLUMBING (INCLUDES GARAGE) A'. L L;'.`L 3 1 & v, IM-11 L OF L07 OCCUPANCY 1-99/0 lG BEFORE Co�, ��p TESTING R ki C,4 016 OF LOT COVERAGE 63% J 10 FLOOD ZONF ALL- _ -- y D a p COMPLY WITH CHA`ER "46" FLOOD DAMAGE P 'rl 7\ VEN SOUTHOLD TOWN CODE TION 4r4: BELGIUM BLOCK CURB Q) CONCRETE RAMP Q) Or) PROPOSED 2ND p p\ I STORY ADDITION Z _4j N. I C ac Q) d) Z/— c :3 z tj) :3 z PROPOSED �ECOND STORY WOOD DECK EXISTING ONE-STORY FRAMED HOUSE WITH QR PROPOSE[) SECOND FLOOR ADDITION Vl- 13 '' , F= Nt Q) 2.D S-r5A0"- I IA12 13 Xlu Q_ 'd > U_ z WOOD CAP OVER PVC AND TIMBER BULKHEAD I 1 4 0 BELGIUM BLCCK CURBQ) NON- Clk Q) E Q) Lh STONE PATIO 1 SETBACK LINE 36'10 \\\- STONE PATIO lu F_ IN-GROUND SWIMMING POOL d) 3: CIP d) W PROPOSED PLOT PLAN A DFRAWN: JM MS SCALE:AS NOTED JOB SWEET NUMBER: ofr 4s it S- 1 os REVISIONS: 12/11/2020 RV 1 12/12/2020 1 REV 2 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 V 6 1/14/2021 1 REV '1 1/20/2021 REV 8 riTTIT-1 11 IT 11 11 H It 11 111111 11 111pil I IT II Iff ij 11 1 1 DH 1j I I I I 111. 11 oil 1j 11 -JI 11 L I IT 11 1 Ifil III _11 pi it 1111 1 IITI 11 11 11 11 1 11 -UT mti DE 11 ILT I F TI_1TFTH1 III UL ffmTj F-TT t, ��p I I T P, II IT 11 11 1 T I I F, O EXISTING FRONT ELEVATIONEXISTING RIGHT SIDE ELEVATION on 11111 T 111 111 11 11 IT I LL t _h ill I 1111111T 11 IM I IT I 1A IITI 11 LL 11 H 11 1 Ij 11 1 1 1111 H IT 11 11 il HH 11 1111 11 Ill 11 IL I 111L 1 11 T11 111 11 111 11 1 - 0 � z �— CV Q– Q) 0 �5le: 1/4" STING LEFT SIDE ELEVATION EXISTING REAR ELEVATION C 1'-O" 3 Scale: 1/4".1'-O" � -----------------I ,� Z I I i I N I I Q : 0 I I Z d I L-- z ------------------------------------ r------------� z I I I I I I I I I I I I I I I I I I I I I I I I o I L---------� o-------- IQ,)OF CID m x Q HOUSE 6 °� c BELOW z u v I I m I I � " r � 0 N Q) 0 Lu I I I I I I I I I I � I I w d EXISTING U ——i i OVERHANG 0 I I � I I � I I � I I I v I I � I I � I I I -------------------------------------------------------------j } ..i >•%;IF , Cy ' t��k,} I .� '�,► p r�N,.� . ���� � �, DRAWN: JM / MS r SCALE:AS NOTED ----------- SHEET NUMBER:OA XISTING ROOFPLAN L---------- JOB �� �� �'� la �C� �—— ale: 1/4 . 1-O '=' ' �� A- 1 REVISIONS: 12J]1/2020 V 1 12/12/2020 V 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/0/2021 REV 6 1/14/2021 REV 1 1/20/2021 REV S r————————————————————-- 11'-7 11'-7 I --------------------------------------------------------------i I I I I I I � BATH I 4'-r'x 7-4" I LINE OF EXISTING OVERHANG Area:30 Sq = OUTDOOR I I 1 SHOWER I I r----- n r----- I I 1 I I I I I I 8-g I I I I I LIVING ROOM in Ham/ I I I I I 22'-11"X 13'-3"IRR = O Area:244 Sq Ft O I O i i i i io11'-8" I BEDROOM #1 1 I I I Area:155 Sq Ft I V I I I I HVAC �KYLITE-� �SKYLITE I I BEDROOM #2 GARAGE I •� DEN / DINING 11'-8"X 9'-7"IRR a'-a°x 32'-01, I (�� Z 11'-7 X 30'-1"IRR Area:109 Sq Ft Area:277 5q Ft I (r�/ -t Area:345 Sq Ft I Q FIREPLACE FIREPLACE p --- o : I � I 1 AC 77 EISS ------ I I r----- 6'-0"X2'- 1 Area:16 Sq t Iwr1 I I 1T-3" w BATH 1 :=o6'-5°x 1r-0' BEDROOM #4 o I o I t�U Area:62.5q Ft o o BEDROOM #3 4 9'-O"X 11'-O" , 9'-4"X 11'-0"IRR Area:99 Sq Ft 1 c�i Area:110 Sq Ft U Area:2 -Sq Ft ( ^ "U U i D I � I 6 = X Q � I rum um o ` s` 00 ISLAND001% I tj U r E KITCHEN t I 17-3"x14,_2° —O --- --------------------------------------------- ----------� Area:244 Sq Ft I CiW U! a EXISTING 1st FLOOR PLAN I o o I Scale: 1/4" . 1'-0" I w 0 N N A� 4$' DRAWN: JM / MS SCALE:AS NOTED e JOB «. SHEET NUMBER: O pr A-2 REVISIONS: 12/11/2020 REV I 12/12/2020 REV 2 Ua 12/12/2020 REV 3 12/14/2020 REV 4 /2/2021 REV 5 /0/2021 F 77 r. !/14/2021 1 REV I /20/2021 REV 8 BEACH Au DATE:, R.P.p FE�-:A. z COMPLY WITH ALL CODES F NOTIFY ;_`61RITMENT AT NEW YORK STATE & TOWN CC D 765-118022 8A,' 70 4 FM FOR THE AS REQUIRED nD CCNDITIoN FOLLOW!rlb7l 1. R'7OUIRcD FC"' P-)U; D C'. TAX MAP#1000-01-01-07 TAX MAP#1000-91-01-07 RETEMr 2. R'OUCH 3 PLUMBING SITE DATA ZONING: R-80(NON-CONFORMING) USING TOWN OF 1 1 L AT;0,*,' -'�L?D C 7 CC TOTAL AREA: 14,011 SQ. FT. SOUTHOLD SECTION 100-24-4 NONCONFORMING LOTS 4. 'Tl,-N MUST TABLE (LESS THAN :20,000) FOR SETBACK HOUSE REQUIREMENTS ALL CcNiSTRIJC7;'�,k SHALL MEET THE EXISTING FIRST FLOOR 1,771 LOT AREA: 14,011 5Q. FT. REQUI!REtL1ENTS OF THE CODES OF NEW PROPOSED SECOND FLOOR 1,OG9 FRONT YARD SETBACK 35-0" YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EXISTING GARAGE 304 SIDE YARD iL ;ff!OFF PROPOSED REAR DECK(2nd FLOOR) 187 SIDE YARD TOTAL :25-0" rl 2 TOTAL F.A.R. HOUSE Sq Ft 3,331 REAR YARD SETBACK 351-01, 0 1- 41 E 10 Vv 14 0 0 Ci-L-. LOT COVERAGE 20% OCCUPY', , Z EX15TING IN-GROUND POOL roroB cj r- EXISTING POOL STONE PATIO 2,075 N L U S E I S U !,%lN F U L 0_ (ON GRADE) WIT'l 11OU"T C'L� R TIFICATE PLUMBER CERTIFICATION _0 (4- ASPHALT DRIVEWAY 3,84:2 OF OCCUPANCY ON LEAD C0l'VTENT BEFORE CONCRETE RAMP CERTIFICATE 01 OCCUPANCY .STONE WALKWAYS $STOOPS 2-9-9 SOLDER USED IN WATER TOTAL LOT COVERAGE (DOES NOT 6,842 SUPPLY SYSTEM CANNOT INCLUDE HOUSE AND GARAGE) EXCEED 2110 OF 1% LEAD. HOUSE FOOTPRINT :2,075 PLUMBING � Q (INCLUDES GARAGE) tll.l_ j,3 3TE ',,ATE �2E OF: LOT OCCUPANCY IG 2EF-OR' 'E �OVP C14 TESTING R 144,50 OF LOT COVERAGE _3, ul ll.LOOD ZONE (� U3 -.1, COMPLY WITH CHAnTER "46" FLOOD DAMAGL Pf 'r-\ 'ENTION SOUTHOLD TOWN CODE. 10 BELGIUM BLOCK CURB - Q) CONCRETE RAMP PROPOSED 2ND 73 co p \ I ZS5 STORY ADDITION1 ' J) 9 Z I 1 C. Q) -0 Q) zz- :3 z (j) :3 co PROPOSED�ECOND STORY WOOD DECK, EXISTING ONE-STORY FRAMED HOUSE WITH PROPOSED SECOND FLOOR ADDITION 0 1 � 1 NAO x t -15 Ln IQ,) FqONr �-O C3 mm �2 5 -0 6 x 2 IL z a WOOD CAP OVER PVC AND TIMBER BULKHEAD4 SETBACK ....................................... m _c r BELGIUM BLOCK CURB Ln Q) Q) pER sic; _c STONE PATIO I SETBACK LINE (L STONE RATIO lu V, Too," IN-GROUND SWIMMING POOL 7 0 A DRAWN: JM M8 PROPOSED PLOT PLAN SCALE:AS NOTED JOB SWEET NUMBER: OF" . _ . S- 1 -os -........... .�A O3MEN OMENw• w " w w w w � " w w•w • ! • 'Off- _—_ _ __ — - — - __ -- -- NINE �r ■' Ni ■� 00- SIEMENS EMS MEN _..�Irll�ri■111ltrll�lir�l�l1�.._ = " " z ..I■11�1i/II��ir11�m11�li�i�._WEEN ■�.■■� �_� irll 11�1 1 m11 rirll rirll _ _ .�/11�lt�lllinl�li�l� �l ,1 ■��■ " w ��=:! _..�■irll�llrl1��11��/II��inl�li�l�li�1���. � =" : MON ME - MOVEOWN 11111111 111M I!�[MN-�lI I .� • ;���■ ,�m��mn��mm�mm�rm 1m�� ��mm�mm�m�lmm�r� " ." ..":. " --- _ _ ��i . , ���mr�� �mm�mm�mm�� Imm�mm�� �� , -'.-. . . . w �=• ■r��lil ■rr� r��mm�mm�l�n��mm�� " --- _ - - - �;� •�•.•��mm� ��mm�■rr�■rmn� ��rtnm�nrr��� �� . I.' . w - ■�ii�` iii i NOi�iiii i`i'iiiii'�i■ ii �lii��i'if�ll�l _ _ -�lii��i�inl�iiii�■■I�ii�iii�' . _'�■��li��1�11�1�m11.■1■�l_ . - " '�.' • -.•�- - -- i11��Ir�l�ltrll�rirll� _ _ �1�l11 _ li�ll�lirll�li�1111�trll�nil - _ _ - _ - - _ - - , MIN _ w D.,_ -- ��trm�m� �rlrll�lirll�!■ 1ir11� II� 1� 1�li�llrirll� ILE lirl��rm���n Illi�lll� ''`'� ..�■I■1�1i/11�11�����,�.___ `��•.r����_ In111111M�ir1�111N1�1r11111111�i�111�i111 ■ •• ..:- ---- iiN�r11�m�111�I�i��mlr1lirlr�l�■1■■■��__ .:�il� �� ��ri�1�.,_ , - , - - -- :— �..�.��i�il■ill■�ililiiiii���ii�iiii�ii■I���■i��l■� .....,_-_ � , 111�m1r� ���l�Irl�� --- .. .�..■ ..■.�. ' ••� � ..■�■��1■I��I■- f�lii■ 111�11�■j�l■��I�i�l��l■I�I���I��I��IIlil1�111 �■1� , liml�ll� (i����nlllllf �71111i■11�■i■I11�' 1�(■llr "'�111�1■11�1i■Il�r" 111i■1111I■11�1i■111■i■11 11■111■I■111■11�1�1ir11���1�1��1�lir�lli�11�111�1���1i�11���1��1r�1�'''r �I � �mm�mm�� �mm�mr���mm mr��mrr�m��� r�rm ��m�mrr�mrr m�mrr�mm�mm�,.m� ��mm�nr��lmm�mn�mm�mm�mrn�mr��mm�mr��m��mm�mm�mn�� n n�m�r� ��mm�mrr��n■ �mm�mr��mn ���m mn�nrrr�m �rm�� -m r��mn�mr��mr��nm�mm�r��mr���rrr�mm�nm�mm�mr���rr��!>1m m , , Jon_....,_..�rmr�� �� ' rr��mr��m����mr�lmr�mrr m�mm�mrr�mm�mm�mm�mm�mm��m �� mm�rmr� rr�mrr�mrr�rmr�lnm�� m�mr��r�m�mm�nrr��mm�mm�mrr�nrr��mn�m��mn ■■�� mm�mr���m�mn�mr���m mr�mrr�mm�mm�rt■�rr�mm�mm�rmr�r� �r� ��mr�mrr� rr�mm�mrr�mm��mm mm�mrr�mm�mn�mn�m�rr�mm�mm�mrr�mm�mm�m gmlnrr��mn�m�..mm�nra�mm�mm��rn�mm�mm�rm�r� � n �mrn�mm�mm�mm��■ �mn��mr�rm�r�■rr�■rr�mr��nrrr�mm�mr��mm�mm�n m ,. . . r��nrrr��m■��mm�nrn�nrrr�mr��mm�mm�mm�mrr�mrr�mrr�rim�r�m..l.�..�m �Iil■I■11�■I■ Ii■I 111■- I�1�1■ �••� 1,1 1■I■11�■I�1�1■j�l�l■j�1�1�1�111�1�1■I�1�1■I■1�1■I■�1■-j�1111 11 ..' ■11� I■1 �.I■�I��■- ■■��1■j��I1.j�111�1�1�1���1� I■1 i■I���i■j�l�l■j��1�111��11■ ■11�� ■i�■ri�■.i ii7>�riii�lriil>t■.iii1 ��iill��ii��iii>r/.i�■riilr/.iri�■riii�rii'///�iii��i ' . ■■fY�i�i�l�i�ilr/rii�/�iii�>�iii�ri�fr/riii�riii�■.iriri ■ri /riilr■r■ii�■�i�lr/rl 1 ► � ■�■ IN MONICA • 1 , 1 i sp— NSA= 1101 IN ism MEN NNNA isms- 1011100011 .- �1�� � � �� � �►��_ �1 � �1 � �� ,. -'.- - 111 ■I■1■�■I■1■�■I■1��■ ■i■�■ ■1■�■1■1■�■ ■1■�■ ■1■�■ ■1■�■ ■1■�■ ■1■�■ ■i��■ � ■II�L��`� j --.-• • . • im„�r,n�mr��mm�n■�r�.� �-�--���mr�mm� ���mr��--- --�rr�l---�- �r��r-�...� --m�n�- ,�,� ..' . / 11■ . .- Ilmlli�llllir .fr... 11m11= ■=1�11llrll� . 7 � I Il��rir11� f x111 ii�1 lir�11����=•:;� , . la ��mm�mr��! �lmr��.�•���nm�mn �nl�lirm��� � �mm�mn rirn �!m �� . _ n� L�����I •.' . 'I■ ��lm��l��� ��lm.� �`������■.•m�����I� �����..�..�11�L 1...�..�.,_I_..�....:�1_I_.,�..�1,,m�=: �L�` l�isrt•rii:rrl.>ri:ld tri ■� • ■ 1■ _■i�t�_.i■ ■■i� _■■ ■ ��.1_ _■■ ■■ ■M — r�� 2. • rte ” �•��\ `k _ 1_■■■1�■■� _■I�■■■■�■■_ !■■�■11_■■■_ _■■�7■■moi �'"Il■n_.���■ ■11� Irk �1� r1� Ir�lir111� 111 i■i■�i��l■■�■�i■�■.1��■�■i■i■I�i�� ILII __.. ■���■iiiiiii■I�i�� ■I��iliii��■i��■■ iilii■1 _ �, - - ` - - ���■■■■1■■■■■1■■■■■It■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■!■1■■■■■1■■■■■1■■�' ��I�i� ' Mill 1 11� 1�� ■1�� ��■I���■I �1 X11 11� 11 - - - - - _ I ��i■I���I�I� II��II 11�■I�111� ■1 i 1■- �■I���■I���1 SII I III IIi ■1 � ��� ��1■i�■■■■■ ■.■■■ ■■■■■ ■■■■■ ■�■■ rrrrr ra■r■rrro■■rr■ ■r�r�r■■■rr■■■�r■ ■ .....�. 1r� r1i1r� 1r ■.fir■�■i�1■� �.i ■�■m■� relt■m � �m� -�nr -��1��■�■� ���■�■�■�■�■�■�■�■�■�� ��nrr��nr��mr���mr��r� mm ��nrr�r �mm�m�' mn���� r� � �nnr �n � �m� �■ m�lm�� m�rnr��mm�rmr m�mm�mrr�rm��mn ���m � n�m� ��lm��n 1�11�I I� � r�� ��� ISI ��� 1� �r���nn mn��mr��nm�r�� m�r��mr��r�.r.■�m�r� r��m.�.•.��m�� m�mm�� ��rtri� ni Ir ���� 11� IIS �Il�l �� Iml�llli� Iml��ml�llirlllril Iml�lmll Illl�rl�rl�■l■.■Irnllmlllmlrll 1�t�Im111 111��11�1 i■ III �I�I �I � mn� ni �I�lirrr�� il�lirll�lirll�m�lll ��m��m� n��m■�m�r��mm�nrn�l�r�p p�mr��nr� ir����m � r■ m��i m � �. �m� �■ nr�lm«� m�nrrr�nm�mm m�mrn�l� ■n��nrrr�mnrr�nm�rtm�lm...,.....,_.��lmr�ln Im���� ■ I� nFEW I��i■�■� i■�■�■i■�■�■i■�I���■�■i■�■�■i■�■��i■�■�=���1111`�■1■�■.ii�ll�l��i�l�■I , . / ii��l��ir11�1 Illlr1��11�1i�1��1!'ir11�1i�11�1ir11�����lli1■�■�■1■�■�■1■�■�■1■���■il��l�n 11■1■ (1111. 1 ii�i1� 11 ■1 �il0111-1011■I�� i :�'- - - ::■�I ■1 WN���I■��■I���I■ �1■II 1�1■���■I � II1 1 11� I +111 ■1 X 11■1111misi X11 111 1■ r>i�iiir>i�i�ir�i.i��i■ '- Iri�fi/rill /rll ■ri�1�i�iil>�i�ii•>�i�i��i�irl�i�ir�i�ii•/rim/ri�ir�iiii•■ri ■ri�irl�il •— { I ■ REVISIONS: 12/11/2020 REV 12/12/2020 V 2 12/14 REV 4 1/2/2021 REV S 1/8/2021 REV (o 1/14/2021 REV 1 1/20/2021 REV 8 •— 1L O wwn� Q) VJ 0 O O O LL V z x W U U .� Z U ' -'---_--- - --------------�- - -------------- ---- ------------- - - - ------------------ - - - -------------- - - - - -------------- - O � `---'---' GARAGE Z � p o CRAWL SPACE o CRAWL SPACE ee O O U- z x W O m N 6 Q' c`tn c U r p O u Q x Q z U- 0 � 0 v u r m � cn s Q N FOUNDATION PLAN w SCALE: 1/4" = V-0" 0 d N F— 'Q ��,.., DRAWN: JM / MS SCALE:AS NOTED s + JOB •. SHEET NUMBER: .otT A-4 REVISIONS: 12/11/2020 V 12/12/2020 REV 2 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV 'i 1/20/2021 REV 8 r---- -----------------"---------- --------- LINE OF PROPOSED 2nd to I _ I STORY DECK ABOVE IL , 1 I I Ir---------------- ------------------------------------------------------------------I s p 11'-7" ----- I Q) I I I LINE TF PROPOSED 2nd F BOOR ABOVE p �— I I BATH 1 4'-1"X 7-4 Area:30 SqPT OUTDOOR SHOWER I I I t 1 I I I LIVING ROOM Ham/ 22'-11"X 13'-3"IRR O I I 1 I j Area:244 Sq Ft BEDROOM #1 11'-8" V I I 1 1 I 9'-10"X 14'-S"IRR I Area:155 Sq Ft ` I I I I HVAC �r- I I 1 I 1 , �KYLITE—J �SKYLITE � LINE OF STAIRSSED LINE OF STAIRS ABOVE BEDROOM #2 GARAGE +' DEN / DINING , 1r-8"x 9'-7'IRR e'-8°x 32'-C' I Area:109 Sq Ft Area:277 Sq Ft 0 11'-7 X 30'-T IRR Area:345 Sq Ft I 1 I I I I FIREPLACE I FIREPLACE p p . (j) -�-� i i i i I I I m m i cv I r------� l"n ll I ATTIC , ACCESS IN 11111111111110 I I L______-i I I I I I I -5, -- � ' Area:16 Sq I I I I I w BATH o �\ I 6-5"x,r-O" - BEDROOM #4 Area:62 S Ft .� 9'-4"X 11'- "IRR r I I o 1 LAU q 9'-O"X 11'-O" I x ^, tl Area:99 Sq F+ Area:110 Sq Ft W I Area:2 5 Sq Ft 1 10 U LINE OF PROPOSED U I D ABOVE FLOOR I i OVERHANG z LL j O 1 I EXISTING a x x I _ j ISLAND O O I 0 u � N 1 ICIA -----------------------� KITCHEN r---� - - - -- o w 17'-3"X 14'-2" Q Area:2445gF+ I � W PROPOSED 1st FLOOR PLAN (1,771 SQ FT + 304 SQ FT GARAGE) , I ------------------------------------------------------- I I I N 1 I w I I U I I O d N N Q� " -.4 .4-` 11v JJ A s ' tv /� {I 'A _ DRAWN: JM / MS R SCALE:AS NOTED J l �� JOS S+-IFFY NUMBER: A- 5 REVISIONS: 12/11/2020 v 12/12/2020 REv 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV (o 1/14/2021 REV l 1/20/2021 REV S O Q) BALCONY ABOVE N 2ND FLOOR EXTERIOR p- WALLA 3OVE PROVIDE SOLID BLOCKING BWEEN JOISTS(UNDER WALL ABOVE) (TYPICAL) 1 g (2) 11-1/4 (2)11-1/4 (2,11-1/4 (2)11-1/4 (2) 11-1/4 U (2)11-1/41 3-1/2X9-1/2 WOLMANIZfD PARRALLAM I-- F- ML HDR ML HDR lv�HDR - ML HDR If ML HDR ML HDR DROPPED GIRDER(UNDER FLOOR) 2ND FLOOR EXTERIOR POST I POST I �o PO i j WALL ABOVE (VIF) (VIF) ^ (VIr w DoQ DEN / DINING I I ! X ! c"I QQI v O ' m mW I 1 ZD 0 CN 1 ' I ILL 1 I LL ^ ',I 7►. �I I O (2)2X10 HDR (� vI ! v� 3 N I I I I LIVING ROOM M M o a Z - I uj n L _ — J L _ BED 1 ROOM No. 1 (2)1-3/4 1 ML FLUSH BEAM 1 BEDROOM No. 2 I '^ v v! ! I I I I I I I II 11II II II I 1 I I I I 11 11 If It II 11 I U I 1 I I 1 I If It II II 11 11 11 v O 1 I I 11 11 II II II 11 it _^ I 1 1 I 1 I I 11 II II II 11 II 1, I I I I I I I I II 11 II II II II II 2ND FLOOR EXTERIOR II 2) -1/2 ML H R (2) 9-1/2 ML H R - (2)1-3/4X 14 ML_FLUSH_BEAM WALL ABOVE 1 cp 1-3/014 ML FLUSH BEAM ' _ I �r� HALL ATTIC STAIR TO I BE REMOVED L- — — J m , GARAGE / H 1 I m I 0ZD J ' BEDROOM NO. 3 J LL M I m N E BATH BEDROOM No. 4 1 '-----------------------1 m u 0 M 0 I I QI Q J! IENTRY oxN LAUNDRY Kcn� - E KITCHEN 2ND FLOOR EXTERIORWALL ABOVErz 2X10 HDR ' (2)2X10 HDR (2)2X10 HDR ' (2)2X10 HDR ' c 0 Lu N Lu H ---------- ----------- 0 N PROPOSED 1ST. FLOOR PLAN - STRUCTURE N SCALE: 1/4" = 11-0" d o dal".; C. DRAWN: JM / MS � e, SCALE:AS NOTED ` k{ JOB : SHEET NUMBER: � ..�. . A-5a REVISIONS: 12/11/2020 v 12/12/2020 REV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 fREV 6 1/14/2021 REV -1 1/20/2021 REV 8 3T-3" �V CO LINE OF DEN/DINING ROOM BELOW OL LINE OF GARAGE BELOW (K Q) LI OF FIRST � 0 —FL OR BELOW Q OL 4" 12 O" 4" 1 I CENTER —� I DOOR IN ROOM DEN �q Area:180.7 Sq Ft I m QUEEN KING O O BEDRO M #2 U MASTER BEDROOM 10'-1r'x 14' "IRR 13'-O"X 13'-0"IRR Area:167. Sq Ft Area:169.3 Sq Ft 7-11" i O I I l9 DNwic: I I iYl 6-4"X 5-7IRR 3 Ft F-1 to tV Area:3 5q O V/ 4„ .. 11,_2„ 4 � O `" tn BATH 10'-11"X 7-6"IRR WER Area:75 Sq Ft MSTR BATH BEDRO M #3 10'-O"X 11'-8"IRR 15'-O"X 11 8"IRR �.—' LINEN LINE OF SECOND 3'-6" Area:87.2 Sq Ft Area:16 Sq Ft 4" 2'_6"cLosET FLOOR OVERHANG m 4'-O" 4" CLEEN O O El <'a OO T u 4" � 6'-11" O m � o sHowER I z u- 1 E o Q) x � Ut r 0 d) Q) 0 0 lU 0. 16 N —————————————------——.— 37-3, d O N 2 PROPOSED 2nd FLOOR PLAN 1900.9 SQ FT Scale: 1/4" . 1'-O" z N r�q..' � 'K / b � ' I+•"j� -A DRAWN: JM / MS SCALE:AS NOTED JOB w. � � SHEET NUMBER: REVISIONS: 12/11/2020 REV 12/12/2020 v 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV b 1/8/2021 EV 6 1/14/2021 1 REV l 1/20/2021 REV 8 371-311 31'-3" � 0 � BALCONY {' (L � 0 ' QL (2)1-3/4X9-1/2 ML HEADER / (2)1-3/4X9-1/2 ML HEADER / (2)1-3/4X7-1/4 ML HEADER 0 00 00 41 T O 0 N x N N 0 N 13'-0" 12'-0" N CL v 0 �o OM 100 u BEDROOM No. 5DEN o BEDROOM No. 6 o r- X N = T 0 N00 3'-1 " 6'-0'/2" 3. x '/2 N N _ N V 'DN CHIMNEY "' WALK-IN _ 3'-p" 7'-7" o Nn, CLOSET (2) X8 HDR (2j X10 FLUSH (2)2X10 FLUSH 1� Q)31-611 V Z 6'-8" 3'-4' "' '� O O BATH = ' t� x V/ r4 N BATH 00 BEDROOM No. 7 N - 0 N 1 _(2)2X10 FLUSH BEA _ (2)2X10 DF#2 FLUSH BEAM_ _~ AM 6'-0" V, 15'-0" 2X10 DF#2 CJ 1 "OC T WALK-IN CLOSET_ o x bo (2)2X8 HDR (2)2X 8 H IR `v M O m � E 4'-0" 29'-3" 4'-0" of u trl m m Q) 37'-3" x 6 z @ E o ro tx o �r z 1). USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE y r RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. � U c j 2).A171C SUBFLOOR TO BE 5/8"PTS,APA RATED PLYWOOD. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH , 0 OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, p 3 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. 1L 4).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT GE 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE P ROS E CO NORT AREAS. N 6). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. to HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER w INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. .Q 7).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14). INSTALL 12X12/1014 NICHES AT ALL NEW SHOWERS UNLESS O UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. - STRUCTURE.RE SI EDF R MICROLAM HOE DERSING.PROVIDE 3 JACK STUDS ON EACH INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. PROPOSED 2ND. FLOOR P LAN SCALE: 1/4" = 1�-O�� 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, N FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. j pg c rt• ,av,A`''aV j 1 f DRAWN: JIM / MS j 4 ! SCALE:AS NOTED JOB r. SHEET NUMBER: 4r .OF ie A-6a REVISIONS: 2/11/ 2 V 1 12/12/2020 V 2 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV I 1/20/2021 REV 8 O BALCONY BELOW 10 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ir — — -- — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — — — , r — — — — — — — — — — — — — — — I I CV II II II II II II II II II 11 II II II II II II II 11 I II II II II II OLAR PANELS TC BE INSTALLED BN OTHERS I I I I SENERALCONTRACTORTOCOOIIDINATE I I I INST LLICE AND WATER BARRIER ON TfilS ROOF SIDE i r }- I I I 1-3/4X14 ML RIDGE RAISE EXISTING I L _ _ _ _ _ - r - - - - - J CHIMNEY UP r — — — — — -� AS REQUIRED. I 1 I I \ I I I I O MIN.2'ABOVE I _ _ _ _ _ _ \�\ I I I I 1 r — — — — — , RIDGE(TYPICAL) — — — — .\ I 12 I I I I I I I r — — — J L — — — — — — —o- f — — J II II II y I /�Jll — mo IL — — — — — — — — — JI IIJP�� II g9� Ir - - - - - - - - - J II II �2 `� II ICN I ��� II II �L LL I q I II 3�oI II IL — — — — JI 11 3�" II o II 0 I N I II II co 11 12 II II II _ _ _ _ _ J L_ __ L _ _ _ _ _J J r Q 2X10 Rf#2 RR(d16"OC I I I I m I I m I I i t I I x r- � •� c u I I I 11 I I MATCH HOUSE m0 E I I I I I IVERHANG AND p L L_ _J L _ — _ _ _ _ _ _ _J _ — — — — — — — — —J J SOFFIT DETAIL IL LN p ' z v u y r Co Q) s w 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. Q 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. N W 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Q DIRECTLY TO THE DECK ALONG EAVES. U 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. O GE N PROJECTNORTH 6)WITH ROOF AND SIDE WA ICE&WATER BARRIER TOBE (TYPICAL)AND 4LPERMIDTERS,INTERSECTIONS N 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING Il— MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. IK UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS = COMPLETE. ® V PROPOSED ROOF PLAN 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. � USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT SCALE: 1/4" _ F-0°' LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. IY USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 9).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. 0 r 666 DRAWN: JM / MS # SCALE:AS NOTED JOBoll " (� SHEET NUMBER: C. A-7 REVISIONS: 12/11/2020 V 12/12/2020 REV 2 12/12/202 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021 REV 6 1/14/2021 REV -1 1/20/2021 REV 8 O 1 00 6 Tr II 4—Hl fil 01 111 111 �l OL 0 � O co � 0 E71 E71 E7 M 0 03 .s e CROSS SECTION B 5 » SCALE: 1/4" = 1'-0" U N z ff Q) 0 S 0 z N +j 4 Q 0 12 ,L m v' 6 � O � N � m u m c � m � O = u X L a IL � . z �. 0 � O Q — - u m r STAIR � ucq N 9 Q) 0 s • a 0 2" 2" 00 r n 0 0 0 0 �2• 0 0 0 0 �2• 2° N FASTENER TY PE: $PACING: No.8 WOOD SCREW BASED ANCHOR WITH 16"« N 21n.EMBEDMENT LENGTH ® • • ° • No.10 ANCHOR WITH BASED ANCHOR WTTH 16"OC •L 21n.EMBEDMENT LENGTH C. b +u 1/41n.Gia LAGSCREW 3 3 ,ti •1 N BASED ANCHOR WITH 16"OC 1 1/2 11/4 11/4 i l/2 tin.EMBFDMFNT LENGTH 11/4 11/4 11/4 11/1 •, •' ® ® LAV LAV WC W.0 IV AV vr�, ® ® 3/4"APA PLYWOOD •' •�•q 1/2'APA RATED SHEATHING C. SHEATHING SH ER SH ER GRADE PLYWOOD • • (ALTERNATIVIVE:7/16'O.S.B.) 11/4 11/4 32 = 3 31114 11/4 ® 0 1/2'APA RATED SHEATHING C.O.I C.D LL GRADE PLYWOOD (ALTERNATIVIVE.7(16"O.S.B.) Y a • a FASTENER TYPE: SPACING: A CROSS SECTION A 2X4 OF#2 No.8 WOO(ZOREW $T°D511/45 » SCALE: 1/4" = 1'-0" BASED ANCHOR WfM 10'OC tin.EMBEDMENT LENGTH 7 7/I I I/4 11/2 11/4 11/4 11/2 11/4 11/2 11/4 WINDOW SILL TYPICAL WINDOW OPENING NR.10 WOOD-SCREWS ° sIMR BASED ANCHOR WITH 12"OC W C. AV. V W C. W.C. A'V 3. ' J„. PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH D.W. W.M THAN 4 FEET 1/4in.Gia.LAGSCPEW SH ER SHO E0. F A.I. BASE°ANCHOR WITH 16”OC 2m.EMBEDMENT LENGTH L • •1 / 1 4*/r1 K\ TYPICAL DOOR OPENING G.O.14,_ 3 11/4 11/4 3 2 3 aV1 PANEL SPAN GREATER THAN 4 FEET FASTENER TYPE: SPACING: z co. MU ME PLYWOOD ASSEMBLIES I 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW 11R1r. BASED ANCHOR WITH B"Oc 'AL. r r OR GALV[NIZED BOLTS W/WASHERS ,T � THAN 6 FEET 21n.EMBEDMENT LENGTH r AND NUTS�2'-0"O.C. No 10 TYPICAL MULTIPLE OPENINGS BASEDANOCHORRD-SWITH 9"Oc 1 ' PANEL SPAN GREATER THAN 6 FEET n^.EMBEDMENT LENGTH `..-� •0 k 1 I/ DRAWN: JM / MS AND EQUAL OR SMALLER 1/4in.ala.lAGSdEW 4Z'"�"✓, 4 p y BASED ANCHOR LEN 16"OC THAN 8 FEET z,n.EMBFOMENrLENGTH SLOPE"1/4"PER FOOT PITCH TO DRAIN T.APROVED }� • r"�f' SCALE:AS NOTED WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELTRA4`P HC.I.OVSE SEPTIC SYSTEM tR' Jos »: !rt'a � AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING PLUMBING SCHEMATIC {' r�,.ate _� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SCALE: NOT TO SCALE COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 8 REVISIONS: 12/111/2020 V 12/12/2020 V 2 J"2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 1/8/2021V (0 1/14/2021 REV WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 1/20/2021 REVS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA. MAXIMUM 4"DIA. MAXIMUM POST GIRDER/HEADER 0 _Z `n POST/COLUMN V „ o A Z 12"X12"X12" - v� VA �� Y Y CONCRETE FOOTING 3 w (A V (A M v v A DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS Q 1-1/2"SPACE (L MINIMUM O HANDRAILS GIRDER L 0 Q) POST GIRDER/HEADER 0 0 •�,' O POST/COLUMN N BALUSTERS RIM/DECK JOIST o CONCRETE PIER (A w \Aw OPEN BALUSTER ATTACHED TO WALL w \Aw HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER Q) FLASHING TUCKED UNDER TOP PIECE OF SIDING AND Q) LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW Z UNDISTURBED SOIL 2 -1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON Q) CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) d) LEVEL BASE O c Q STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACE TUBE RIM BOARD o ° FILL AS PER MANUFACTURES' INSTRUCTIONS O O STRINGER FLOOR FRAMING m (� V- 2xJOISTS III=III=III= _ _ =III=III= Z III-III III-III III-III-III-III III-11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS 0 e p LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. o 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �� DISTURBED/POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB \"n v FILL AS PER MANUFACTURES' INSTRUCTIONS RACETUBEr a' m p U X Q i III=III=III=III=III= 11=11=III=III=III= �- �- Li � -III III ,III III III III III=III III II 0 3 uI STRINGER @16"OC y U S (z)THRU- WOOD JOIST JOIST BOLTS i CONC. PIER FOOTING m U N PB44 POST 4 ANCHOR Pia BIGFOOT SYSTEMS FOOTING FORM ut m 16"TREAD GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN ' ° 4 COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS CL GRADE CONC.SLAB •`'a WOOD JOIST GIRDER/HEADER AT LEAST THEEQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT °? (AS REQ.) PRESCRIBED IN THE CODE. d B"dia. °•°ba DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'-0" a�q� CONC. �°o9e: PER PLAN ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT PIER FLUSH JOISTS WITH HEADER/GIRDER , sER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ve9 aw9 ' 4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH W °Q •�;o e THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION U TO ALLOW FOR SHRINKAGE. JOIST TOG[RDERMEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST N N HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL GROUN WIND SEISMIC FROST WINTER ICESHIELD JOINT DESCRIPTION NOTES 'Q or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN QTY. SPACING HAZARDS 2 . Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED JOIST TO: PER TOE 1).Type I. Handrails with circular cross section shall have an ) 1 P P 4-8d COMMO U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL outside diameter of at least 1-1/4 inches and not greater P P P MODERATE SLIGHT TO N 20 PSF 130 B SEVERE 3 FT. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO HEAVY MODERATE - than 2 inches. if the handrail is not circular it shall have a 11 NONE BRIDGING 2 - 8d COMMO EACH TOE Y perimeter dimension of at least 4 inches and not greater (X than 6-1/4 inches with a maximum cross section of 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. TO JOIST END NAIL BLOCKING EACH TOE Q dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall CODE: 2020 IRC, 2020 NYS UNIFORM FIRE AND BUILDING CODE TO JOIST 2 8d COMMO END NAIL be 4 ft. below grade. BLOCKING TO: EACH TOE 3 -16d COMMO 2).Type II. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE sides of the profile.The finger recess shall begin with a 5). A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM 3 -16d COMMOP I JOIST NAIL distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts SOIL COMPACTION: portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# JOIST ON LEDGER 3 -8d COMMO PER TOE inch within 7/8 inch below the widest portion of the CAPACITY. TO BEAM JOIST NAIL profile.The required depth shall continue for at least 3/8 6). Concrete piers shall be a minimum 6"above grade. BAND JOIST 3 -16d COMMO PER END inch to a level that is not less than 1-3/4 inches below the 2).NEW FILL TOS BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST JOIST NAIL DRAWN: JM / MS CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. tallest portion of the profile.The minimum width of the 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER 2 -16d COMMO TOENAIL SCALE:AS NOTED handrail above the recess shall be 1-1/4 inches to a to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE FOOT JOB maximum of 2-3/4 inches. Edges shall have a minimum 8)• Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. SHEET NUMBER: A-9 REVISIONS: 2 V 12/12/2020 REV 2 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS X20021 REV8 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 7 N, • ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD O THROUGH-ROOF EXHAUST NTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE( ) S WALL SHEATHING RAFTERS MAINTAIN O Q) I I I VENTILATION SIDEWALL FLASHING WOOD JOIST Q� FOUNDATION Z/z _TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST �y AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSIONONTIN. SCREENED VENT- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH l ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. TIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS , ' GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS x go. 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER 8" - 12" RAFTER RT20 21-1/8" 20TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL - ,' , ' ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ' op pp V ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING N SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Q) SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT nn// WOOD JOIST O O TOP PLATE GIRDER/HEADER SIDE WALL FLASHING � O :3 1ST. FLOOR WALL WOOD JOIST T- 00 STAPPING TO BE ATTACHED TO WALL STUDS X48"OC Z m AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD -LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE / 8" - 16" MSTA48 1-1/4"x48" 16 o. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / g CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O I O TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS 6' mu X r *' ` NEOPRENE m ►� o CONC. SLAB GASKET -� . ' 2x6 /2x8 CONTINUOUS WOOD PLATE 0 a s TYP. CONC. FOUNDATION ( /� 6 MIL. POLY DAMPPROOF EXTERIOR V3 I BOLTED TO STEEL BEAM WITH - x Q 6MIL POLY ON EXTERIOR V GRANULAR FILL ° , (L 'o ° V s STEEL COLUMN I I , • ,'p / �� 1/2 " DIA. BOLTS ® 48" o.c. STAG. z LL E A ROOF JACK \� �� w 0 STEEL BEAM CONC. SLAB 4" x 1 4" x 8" STEEL POURED CONCRETE: 7" `� / U _ r ° A o �,^ ANCHOR BOLT EMBEDMENT: I I1 �� r COMPACT FILL � ° p A so Ln BLOCK WALL: 15" `� I TOP AND BOTTOM PLATE ° ROOFING LAPS V ° d ° FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT o 9 KEYWAY FOOTING C ° /` Q•^ �. n Q CONC. FTG. p Q'p C o SIDES AND TOP ` `' USE WITH 3x3 SQUARE WASHERS 1/2" GROUT 0 Ul 3 ° O ANCHOR BOLT CONNECTION -------(USP LBPS58 OR BP583) � o b o I Ia 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIONQ SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U N I I SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWMN GARAGE JOIST COMPACT FILL ' DOOR USE 2X8 STEEL BEAM Q FOR BLOCKOUT 3 ;•� 4" SLAB Z P.T. PLATE W/ 6X6 WMM M I I SLOPE N 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT V ^ 1/2" AIR ZACE (WITH„ pae A NAILING PLATE IF NEEDED) AT END ANDES OF WOOD p .p ° ° °•° < e ° STOEEBLEBEAMALLOWFOR OX.TO 1RHIGHER SHRINKAGE GRADE ° 4 ;- _ck--=--%T--- BEAMS I I o pD D p0 a , •e (PR ED) (PROVIDE STRAPPING TO KEEP JOISTS ALIGN � 12" • = 6X6 W.W.M. "� -� e - �� -• �•° ° _'" a D po p 11=_ 1=III�IIEIIE MIN. . r 'oD ° pD Q'!a Q'p A'� p ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - II p p O p '., ' '1111'1'1 —SUB FLOOR .� NOTCH EQUALS 1 4 DEPTH OF BEAM e D _ n REINFORCING BAR , / _11 p O p•D OIST . D s REINFORCING BAR c ° f �/ DRAIN TILE I. .I " ° D ° l.J � ,••,....,,. —� SHEET METAL / 30# FELT UNDER BEAM AT POINT �`-A Oe O° I I P STEEL BEAM 12' OF CONTACT WITH CONCRETE OR CONC. BLOCK lllll—lil_III—ITI_T=iil_ Ilm ��°° <, o• 3" PLATE (BOLTED TO BI .{ � N, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM A DRAWN: JM MS / GARAGE DOOR BLOC KOUT ° SCALE:AS NOTED JOB t BEAM POCKET � °'�•�' °�+ ) SHEET NUMBER: -•.�A .OR 1� . A- 10 REVISIONS: 12/11/2020 V 1 12/12/2020 IREV 2 12/12/2020 REV 3 12/14/2020 REV 4 1/2/2021 REV 5 /8/2021 REV & 1/14/2021 REV I NAILING SCHEDULE PLAN CONTENTS: 1/20/2021 REV 8 CiENERAL NOTES WIND FRAMING NOTES ® 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL4-8d COMMONJOIST TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE : for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS I AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP I NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 ( ) NO FINISHED CEILING OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 FLOORS U360 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 Y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 FIRE ESCAPES 40 CEILINGS (GYPSUM) L/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) 85 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS(PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END PASSANGER VEHICLES 50 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL Q TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all +� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TYP p STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q Q) such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Q 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type q appropriate BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA N OL T e II exterior shearwalls shall meet the requirements of table 3.15a-b times the ro riate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 'I/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occLuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any nein/ concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q) 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ U poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS BLOCKING TO: EACH TOE ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 -16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C.O8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD � � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 '� Z 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Q) 8x16 cast iron foundation vent for every 150 sq. ft. of area. � ` DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL d) JOIST ON LEDGER PER TOE NOTES QC Q) 10 -- 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 0 : the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL Z � 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. kn O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Z - Cn FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING• 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. , For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 °1 d on each side of ° m Q) openings. LVL headers to have.(3) jack studs and (2) full length studs WALL SHEATHING. � openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES p X openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a Z Au '� w° and blocking where applicable. QTY. SPACING z ,� u 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams/headers to be installed with heavyduty alvinized hangers and ) Yp g' 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o u 9 Y g g PANELS WFCM - SBC be used. to u 111-1 s anchors where applicable to all connecting joists. PLUMBING NOTES F -, " 7/16" OSB 3" O.C. EDGE L, ' 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on laps. WALLBOARD Sd COOLERS 10" O.0 . FIELD p 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and later to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. i i f state code and manufactures recommendation or maximum hole size ands spacing permitted.where applicable unless otherwise noted. P g p STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. � HVAC SYSTEM NOTES �� 8d COMMO „ 1 OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF Q NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED U under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. N 10). Provideinsulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. t).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 N feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 . Nailin re uirements are based on wall sheathing CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. ) ..g q g SOIL COMPACTION: using parallel rows of studs or staggered studs. g P Y p 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing �� on-center at the panel edge to obtain 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 higher 2 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL, drop ceilings and cove ceilings. U shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. d) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor^ as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, Shall be Used t0 maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. •Q SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or a ,YS�_Y.�'� t approved equal. Flat roofs shall) be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 `' ; ' c and R315 of IRC. „.� ° � torch down type material over. � �.;/ •; �o * ��4 441 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ` � �t DRAWN: JM / MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP t I f SCALE:AS NOTED r. AND BASES.USE WITH FLASHING CAPS TO <Jp � �,� JOB COVER TOP SHEET NUMBER: A- 11