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HomeMy WebLinkAbout48199-Z Town of Southold 10/18/2023 a P.O.Box 1179 0 t 53095 Main Rd o r'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44656 Date: 10/18/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1320 Little Peconic Bay Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2022 pursuant to which Building Permit No. 48199 dated 8/23/2022 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 side covered entry and front covered porch extension,to existing single-family dwelling as applied for. The certificate is issued to Ioveno,Jerry&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48199 10/4/2023 PLUMBERS CERTIFICATION DATED 7/13/2023 B•a Piecuc u ori Si gnat e TOWN OF SOUTHOLD fii SUFFO�,�c-� BUILDING DEPARTMENT TOWN CLERK'S OFFICE • �� SOUTHOLD, NY aA0 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#: 48199 Date: 8/23/2022 Permission is hereby granted to: loveno, Jerry . 10 Long Pond Rd Armonk, NY 10504 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: 1320 Little Peconic Bay Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.44-19 Pursuant to application dated 7/8/2022 and approved by the Building Inspector. To expire on 2/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $796.00 CO-ADDITION TO DWELLING $50.00 Total: $846.00 Building Inspector pF SO�j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviinl7a town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jerry loveno Address: 1320 Little Peconic Bay Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 48199 Section: 111 Block: 14 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 15 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 14 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 47 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transfer Switch 200A UC Lights 4' Dryer Recpt GaS Emergency StrobeHeat Detectors Disconnect Switches 31 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Oven, DW, Micro, Mini Fridge, W/D Notes: Whole House Renovation Inspector Signature: Date: October 4, 2023 S.Devlin-Cert Electrical Compliance Form �SoEh ---- ToWn Hal!Annex Telephmea(533)76 54375 Maia hexa Pax(631)765-9: P.O.Box 1179 G SauthaKNY 11971-WS9 Y� a a—, BUH-DING DEPARTMENT 11 TOMNOF SOHO �� ` JUL 1 3 2023 BUH,]DING Deo R T gg � Cyx pApy 3J, 112-3 BIAIjdimg PefflSlit N0. -tee: a c)v i n o (PIem ) pkm* I: r(::7-4 i e C.Lj,_C_� T ) I ccrffy tall the solder used in the watwsupply system conWm iem fim 2110 of Igb tes(L r Q? signage) day of _ Q_USAii A.RIZZO ye.�_ ilti' sy Pdblt-C_State o �4evi'tf.� tt to_GjpIz 13 459 f aua9W to Suffcl�fnuV �i�! '��� uOi77tTi2�iCCi G.j�:t�S!'�£1�C1 Notary�IIb�Ic, Comity OF SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. Couffo", 631-765-1802 l" INSPECTION [ FOUNDATION 1 ST [ ] 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: C CA A 0-61V 4 f2. 14 DATE � INSPECTOR a12c,a;��. 9 ao Lt%�l �o��OF S0(/lyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 .INSPECT N [YIFUNDATION1ST ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONII [ ] PRE C/OSU��[ ] RENTAL REMARKS: 1 r� V4 � A A n I cp vwh q4 vve- we, E v Lo '�-- Q10(l: -%" 'DATE INSPECTOR .1 pF soulyp� L4 set!� [-5 2 ��f'rl e l f o5zon lc # q s TOWN OF SOUTHOLD BUILDING DEPT. ca631-765-1802 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: i DATE INSPECTOR hO��UF 50UTy�� - - # TOWN OF SOUTHOLD BUILDING DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION4 &A06 [ ] PRE C/O [ ] RENTAL REMARKS: cT/ VYVA4 vtr� DATE I INSPECTOR oe soujyolo �L [j,g� # TOWN O SOUTHO D BDEP `yOwn, 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 g _[ ]p RENTAL REMARKS: l7, DATE INSPECTOR (r�Q SOFS Uly I O h ttIt PecovLtc & # # 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: Remb cc e -55 DATE 7��, dJ INSPECTOR /1" pF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O /] RENTAL MARKS: 1 Iwb � . �� SM Cosmo OK OK 0,7 DATE IO O INSPECTOR OF SOUThp - h �O # # TOWN' OF SOUTHOLD BUILDING DEPT. Coo 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: aM no CAM a AeJ c�-ey lt7Y& DATE INSPECTOR r ho�apfSOUTyo� l Ce' # # H LDB 1 TOWN OF SOFT O BUILDING DEPT. �ycourm, 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 CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Alain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com September 20, 2022 Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: Iovino Property 1320 Little Peconic Bay Blvd Cutchogue,New York SCTM#1000-111-14-19 To whom it may concern, We have been on site during the foundation construction phase and hereby certify that the foundation and rebar work has been completed as per plans and meets or exceeds NYS Code. Please call this office with any questions you may have. Sincerely, r ; �+ SEP 2 2022 1 J . SUILDlivc,LA�PT ."� TOWN OF SOU'?Hnt r, Mark Schwartz A1A vicmher Aute rican ins itulc of Architccturu FIELD INSPECTION REPORT I DATE COMMENTS �•�D,o� ��rLG�i CGK-�7• 12GLJQ,fZ �/! FOUNDATION (IST)-------------------------------------- �. SL C FOUNDATION (2ND) t� z a/ . 7iGy2 o� lotiC7f V" r 4� d H ROUGH FRAMING& PLUMBING T � 23 ftod60irav V r t� INSULATION PER N.Y. H STATE ENERGY CODE OXO -i -36Ken• — h✓ Go n FINAL - �l r� c� ADDITIONAL COMMENTS {� AtL lt� f2 d o � z x x d b H o��SNFFOI¢poo TOWN OF SOUTHOLD—BUILDING DEPARTMENT �� y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • c�� Telephone (631) 765-1802 Fax (631) 765-9502.'htt-ps://www.southoldtownny.gov ilJpl# `lafly4r Date Received APPLICATION FOR BUILDING PERMIT V For Office Use OnlyD �kqq1 PERMIT NO. Building Inspector: 2 20 Apo,icat ons.and.forms must be filled out in their entirety.Incomplete � �'�� ° a pplicat'ionswill not be,accepfed: UVhere ahe Applicant is not the owner;'an_` ,- T " � I �� �� Owner is A'uihoriiation-form,(Page.2)`shall'be completed.- Date:JUNE 1, 2021 JUL - tB 2022 ID' OWNER(S�OF,,PROPERTY: BUILDING DEPT: , i G o. Name:JERRY IOVENO SCTM# 1000-111-14-19 ProjectAddress:1320 LITTLE PECONIC BAY ROAD CUTCHOGUE Phone#:917-647-2801 Emai!:JERRYIOVEN09GMAIL.COM Mailing Address:1320 LITTLE PECONIC BAY ROAD CUTCHOGUE NY 11935 CONTACT PERSON: Name:JENNIFER WICKS MailingAddress_200 BELLEVIEW AVE., CENTER MOR ICH ES, NY 11934 Phone#:516-319-5203 EmaiI:JWPERMITS@OPTONLINE.NET DESIGN„PROFESSIONAL,.INFORMATION: r Name:MARK SCHWARTZ AND ASSOCIATES Mailing Address:28495 MAIN ROAD, PO BOX 933 Phone#:631 -734-4185 Email:MKSARCHITECT@GPT0NLINE.NC i .CONT,RACTOR,INFORMATION: Name: Mailing Address: --------------------_-�U_. _ �._�`_.______-_ --- -- ., -- - -- ---- -- -- --\-1-- --- �1---------------_. _____..--------- Phone#._. >.�_._ `..�� Email: DESCRIPTION OF;PROPOSED.CONSTRUCTION:' ❑New Structure KAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:R ES I D ENTIAL_..___._. Ir> sided use of property:R ES I,D ENTIAL____�__. 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. !];Check'BOX:After Reading: The owner/contractor/design professional is Yesponsible 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 tlie•Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations;forthe construction of buildings; additions;alterations or for removal or demolition as herein.described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections:False statements made herein are. punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):J E N N I F E R WICKS BAuthorized Agent ❑Owner Signature of Applicant: Date: JUNE 1, 2021 STATE OF NEW YORK) SS: COUNTY OF ) JENNIFER WICKS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT (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 w � day of , �1 209-1 V �� , _ J:CHRISTINE.8CALIGE- Notary Public v NOTARY PUBLIC STATE OF NEW YORK:., QUALIFIED IN SUFFOLK COUNTY ION-E SC6140 tt1 - 2.-rROPERTY OWNER AUTHORIZATION MY'COMMISSION fXRIRES'D?th�/`�' (Where the applicant is not the owner) ,, JERRY IOVENO residing at 1320 LITTLE PECONIC BAY RD., CUTCHOGUE, NY 11935 JENNIFER WICKS do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. V-\:) JUNE 17 2021 Owner's Signature Date JERRY IOVENO Print Owner's Name 2 t - l f •.:til"1%•'�^ `' ..::�::/°f•••a;, a ^,� 11 W blxe. , r,�' �yp• •,�'••,10 Q ��;.-' ,;'+ o.r` -,� ••r1•Ijpo..� v '(�• �• :i e %`� � _ � -� �: � Imo-` = o? � ,� � �Z'. •.y ��SfS:�C'.1�L$SS'1�7'h"J?4'pQ`!i°'K 3'1R4P"alt'S�'�X�.1xS ^1's2'.u:•'�°1�4:t:Il'tL.'S'�=Y�Y°s�'A'?;'✓A.1'a •5kd43yE�:?SWfl9fC .k'.Wk„?livdl3',8l•!.'yQS'�„1t,1@�CYGSi�.�"S'•4wCQ,SM'+iS.M9''C1k!�� �+ •fir r• • BOARD OF SOUTHOLD TOWN TRUSTEES yy SOUTHOLD,NEW YORK :tet t1 �V PERNUT NO. 10032 DATE: NOVEMBER 17,2021 +r c ISSUED TO: JERRY IOVENO ' >; PROPERTY ADDRESS: 1320 LITTLE PECONIC BAY ROAD,CUTCHOGUE ' a SCTM#1000-111-14-19 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r._ accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 17, 2021, a ` and in consideration of application fee in the sum of$250.00 paid by Jerry Ioveno and subject to the Terms and •sA Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: ; Wetland Permit for the existing two-story dwelling with a 1,120sq.ft footprint,and an existing 457.7sq.ft.second floor; construct a proposed 454.1sq.ft.first floor addition; construct a c proposed 159.8sq.ft second floor addition; construct a proposed 50sq.ft.covered porch; construct a proposed 42.3sq.ft.covered porch extension; and for the existing 870sq.ft.deck; ' with the condition that the 10' non-turf buffer referenced in Certificate of Compliance#1701C '•� be maintained; and as depicted on the survey prepared by Michael W.Minto,L.S.P.C., last o°+ dated November 13,2020,and stamped approved on November 17,2021. �s 1' ~ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 17th day of November,2021. `w•' n +�+ � � 11 b• . �r �id,S'tit'AlJG5.si5Mu"`57iS'�RUo:s565�ro'li oL�t{S7At�'�fc�av�'ffif.S�4�' .' �itda�s'.Rti?Atl`Si"3irT�.C�"'ttihr'iQi.'S.•iRk`..-�'!1.w"L`FCTu."]FSY..7w:hYA7Li1S:ffiTnwt✓d.SSIDI�nSu°yLYltu4.�uo�` a: i r Y.� D E C E U V E OCT - 3 2023 Building Department 'town of Southold ��rjv soU�yo Town Hall Annex Glenn Goldsmith. President ff 54375 Route 25 A. Nicholas Krupaki,Vice President �� �O P.O. Box 1179 Eric Sepenoski 4 Southold, New York 11971 Liz Gillooly , C Telephone (631) 765-1892 Elizabeth Peeples ! Fax (631) 765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 20730 Date: Segternber 4 2423 T'H73 CERTIF'IE.S that Rho existing two- st=dwelling with a 1 120sq ft footprint-and an existins� 457 7sa ft. second Roos construct a proms 454.1sa ft first floor addition• construct a pranosed 159 8sq It second Roar addition•construct a proposed 50sq ft covered porch- construct a proposed 42.3sq.ft.coveredporch extension:and for the existing 970sq_$.deck;with the condition that the 10' non-turf buffer referenced in Certificate-of Compliance#1701 C be maintained; At .1320 Little Pecoriic Bay Road. Cutchogtte Suffolk County Tax Map#1000-111.14-19 Conforms to the application for a Trustees Permit-heretofore filed in this office Dated August 24.2021 pursuant to which Trustees Wetland Permit#10032 Dated November 17.2021, 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 for the existin¢two-story dwelling with a 1120sq ft footprint, and an existing 45.7.7sq.ft. second floor, construct a proposed 454.1 sq ft first floor addition construct a Droaosed 159.Ssa.tt second floor addition: construct a proposed 50sq ft capered parch construct a proposed 42 3sq fi` covered porch extension: and for the existing 870sq ft deck-,with the condition that the 10'non-turfhuffer referenced in Certificate of Compliance#17010 be maintained The certificate is issued to Jerry Ioveno owner of the aforesaid property. Authorized Signature SCTM 1000-1114419 sfY) M WA R MANAGEMENT DETAILS RAM wTcovAwE o uvA�w nu N.TS. t ,2.rt.262} AUG 2 4 20212S thold Townqrt•Bo •of Trusteesal. iab �o b L ;, � waw •.wn.«a - .i fOfl4 Wb2 WM•: IIW1➢ Q WUNNEWETA ROAD ° � ' _ "�'`" 71.74! CONCRETE x';:03°331,30"_AXI WASHOUT.. --'"`^ .• 21,iD'FLOOP. lt'. ,..� �. ��.• � •� :ADDS170N :a 4'deep,, 1 Viz•: '..,,:3 � WUNNEWETA t u O.' -= I OPOSED +h:'�K' 1 I STORY PA POND I ADDMON 1 G,,• X; DKK' HAY BALE OR SILT FENCING � 1' ;llae�-P " 3'" 0 cwmr,Toi4yd �.� EXIStIIJG t oMaeFtw 201 FROM _.____._ �j try• POACH IIl_:=_. r,i b• •1'1% 'Story oc(snNc IN IICCAT�ONSff.t S `!� .HOUSE DECX o S)`°� A �O�s tr... p NGO4 S7 .TIP PROPOSES' r'•T:. .'•,•'31.2':: ' ABV 0 F . COVEREU.PCIILH ;It• ( ��IVVV EXPANSION' .. I�ICAIIE©R1 43$ 'If'f:�'� �.'�'�,..•' ., 1ST.. Bu57(��.0! ��•�, ; .SQA EXtMNG .WDC••.' IXISTING;57EPS PA O dGy F CS, G DRIVEWAY .'u'!_'-`,`•• .. ^� EEa �Oss" •I 9 n (� H •COIN_JTp .��.LOCATIDPi.�. ON ia:<�„F6U'•�y.,:,, L N EIEciRI¢' O�` ec sD ON1C 1'40,40 eA �829T� OPOSED SITE PLAN ' M. Ito NEW YORK STATE(DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facifity(DEC IID I-4738-04426 PERMIT Under the EYnyironmental Conservation Law ECL E_ Permittee and Faeality Information Permit Issued To: Facility: JERRY IOVENO IOVENO PROPERTY 1320 LITTLE PECONIC BAY RD 1320 LITTLE PECONIC BAY RDISCTM 1000- 111-14-19 CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 Facility Application Contact: JENNIFER WICKS 200 BELLEVIEW AVE CENTER MORICHES,NY 11934 (516) 319-5203 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.857 NYTM-N: 4541.999 Latitude: 41'00'03.2" Longitude: 72°26'43.3" Authorized Activity: Construct additions to an existing single-family dwelling. Reconfigure porches. All authorized activities shall be done in strict conformance with the attached plans prepared by Mark Schwartz&Associates on 3/18/2022 and stamped NYSDEC Approved on 6/27/2022. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04426/00007 New Permit Effective Date: 6/27/2022 Expiration Date: 6/26/2027 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region I Headquarters SUNY cr Stony Brook150 Circle Rd Stony ok,NY 11790 -340 Authorized Signature: aA, Date (0/ ;--7/ J�, Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility,DEC ID 1-4738-04426 Distribution gist JENNIFER WICKS Bureau of Marine Habitat Protection Danielle A Stango-Torre �^ Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NAT-URAL RESOURCE PERMIT CONDI'TI®NS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this pen-nit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark Schwartz&Associates on 3/18/2022 and stamped NYSDEC Approved on 6/27/2022. 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 5. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings fiom ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility ITEC ID 1-4735-04426 7. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. S. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 9. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 10. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 11. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 30 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 14. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 15. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04426 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the flee navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended.solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04426 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30- days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW FORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility,DEC ID 1-4735-04426 NOTIFICATION OF ®TYLER PERMITTEE OBLIGATIONS Iter►' A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the peimittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item 13: Permittee's Contractors to Comply with Permit The perinittee�is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way ights-ofway that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 VIrED[ BUILDING DEPARTMENT-'Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 Telephone rogerrCa�southoldtowlnny6g v80seandna(sou ho dtownOny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (Ail Information Required) Date: Company Name: 13 :q �- Electrician's Name: ,0,g License No.: . .S'7fs Elec. email: G S f� `�/ ,Q o4c_�>L-- Elec. Phone.No:5;- ��� Sb !a kl.request an.email copy of Certificate of Compliance Elec. Address.: e! o FJOB,SITE-INFORMATION (All Information Required)'Name: —b�eQ. ddress: :L$,aO L,�. 7 L� {��co.v�c /� 3r�1>. �. C�iJTT� v.�c Cross Street: !JJS SA-U P Phone No. /ham /5-3 7 Bldg.Permit#: 41RI 9 Femail: Tax Mop.District: 1000 Section:. . .0 Block! y Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): !, ,4 /l o�5. Square Footage: /IFP® Circle.Alffhat Apply: is job ready for inspection?: YES .NO Rough In Final. Do you need a Temp Certificate?: YES/�D Issued On Temp lnforrnation• (All-information required) Service Size 1'Ph 3.Ph Size:, A # Meters.. Old,Meter#. New Service- Fire Reconnect-. Flood,.Reconnect=Service Reconnected-Underground - Overhead #Underground.Laterals 11 2 H Frame Pole Work done on-Service? Y N Additional'Information: PAYMENT`D-UE:WITH APPLCCATION DEC 1 X2022 LD BUILDING DEP?: C TOWNOFSOLM40LD &e- SV�EDL� BUILDING DEPARTMENT- Electrical Inspector ��0� `'OG'y�► TOWN OF SOUTHOLD H - z Town Hall Annex- 54375 Main Road - PO Box 1179 . '* Southold, New York 11971-0959 Telephone (631) 765-1.802 - FAX (631) 765-9502 rogerrCa-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /C,2 /�/ dam , Company Name: Electrician's-Name: License No.: ,�'�� Elec. email: 6�_ S1� Elec. Phone No: � Sz/9 Sb /a k'I request an.email copy of Certificate of Compliance j Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: d'V C'n Q Address. .�3 >p 4j ; Trz_g. R:,L.Jb Cross Street: /v,4-.& u P i Phone No.: 15—,fG 5 Z)-� Bldg.Permit email: Tax Map.District: 1000 Section: Block: y Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): � - loss. r Square Footage: gyp® Circle All That Apply: Is job ready for inspection?: YESa NO Rough In Final .Do you need a Temp Certificate?: YES/e Issued On Temp Information: (All information required) Service.Size 1 Ph 3'Ph Size: A #Meters. Old Meter# New Service- Fire Reconnect- Flood.Reconnect- Service Reconnected-Underground - Overhead # Underground.Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH:APPLICATION DEC 1 2022 UEPT t-tOLD ►moi✓ /C)3 � J-a PERMIT# Address: Switches I,�•�� I, Outlets GFI's 1 Surface Sconces H H's UC Lts L--� Fans Fridge HW Exhaust ` Oven C, vv W/D Smokes DW Mini Carbon Micro , Generator Comb Cooktop Transfer ACI AH 1 Hood Service 1 1 Amps Have Used Special: ZL �0 Comments �J '� NPOINT LAND CONSULTING ONPOINTLANDCONSULTING.COM IWPERMITS@OPTONLINE.NET (516)319-5203 TRANSMITTAL July 8, 2022 ATTN: TOWN OF SOUTHOLD BUILDING DEPARTMENT RE: IOVENO 1320 LITTLE PECONIC BAY ROAD,CUTCHOGUE 1000-111-14-19 EnclosedPp lease wetlands application and the following encloseM d. uments; pl�s 31copies I p BUILDING DEPT: TOWN OF SOUTHOLD • APPLICATION • SURVEY • SITE PLAN • FOUR SETS OF PLANS • CONTRACTORS INFORMATION • DEC APPROVAL • TRUSTEES APPROVAL Any questions or comments please call me on 516-319-5203. Thank you, Jennifer Wicks YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie la. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured GABRIELSEN BUILDERS LLC 631-722-5130 P.O.BOX 317 JAMESPORT,NY 11947 1c.Federal Employer Identification Number of Insured Work Location of I nsured(only required it coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 203687759 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPolnt Life Insurance Company Town of Southold Building Department 54375 Route 25 3b.Policy Number of Entity Listed in Box"l a" Southold, NY 11971 DBL244040 3c.Policy effective period 11/28/2021 to 11/27/2023 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: 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 NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/29/2022 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only If Box 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. u DB-120.1 (12-21) �I�II'IIIII�IIIIIIIIII�IIII(INIIIeII1)II'I� IN W Workers' CERTIFICATE OF STATE Com'ensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Gabrielsen Builders LLC 631-722-5130 PO Box 317 Jamesport,NY 11947 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of insurance Carrier (Entity Being Listed as the Certificate Holder) Farm Family Casualty Insurance Company Town of Southold Building Department 3b.Policy Number of Entity Listed in Box"1 a" 54375 Route 25 3152W8527 Southold,NY 11971 3c.Policy effective period 11/28/2021 to 11/28/2022 3d.The Proprietor,Partners or Executive Officers are E] included.(Only check box if'all partners/of ricers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 7'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 must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the Insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon 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 1 am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named Insured has the coverage as depleted on this form. Approved by: (Print name of authorized representative or licensed agent of Insurance carrier) Approved by: a& � (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only Insurance carriers and their licensed agents are authorized to Issue Form C-105.2.Insurance brokers are EX authorized to Issue It. C-105.2(9-17) www.wcb.ny.gov DATE(MMIDDIYYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 06129!2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME57_ Katie Jackson Brian Micena PHONE 631 621-2200 AI Not (631)821-2296 45 Route 25A suite D2 Dail Katie.Jackson@American-National.com Shoreham, NY 11786 INSURER(S)AFFORDING COVERAGE MAIC a INSURERA: Farm Family Casualty Insurance Company 13803 INSURED INSURER B. Gabrielsen Builders LLC INSURERC: PO Box 317 INSURER D INSURER E: Jamesport NY 11947-0317 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER ADDLSUOR PMMD LICY EFF PMIUDCDNYM EXP LIMITS A COMMERCIAL GENERAL LIABILITY 3152X2148 11/03/21 11/03/22 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RFENTED CLAIMS-MADE 7 OCCUR PREMISES Es occurrence $ 100,000 X Contractors Advantage MED EXP oneperson) $ 5,000 PERSONAL$ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 XqPOLICY❑JR O- LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER: $ COMBINED A AUTOMOBILELIABILITY 3152C7227 02/06/22 02/06/23 SINGLELIMIT Ea accident $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pe a dde t UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ A WORKERS COMPENSATION 3152W8527 11/28/21 11/28/22 X ST ME ER AND EMPLOYERS'LIABILITY ANYPROPRIETORIPARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBEREXCLUDED? 7 NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addrdonal Remaft Schedule,may be dhahed H more apece Is required) Residential Carpentry Jobsite: Jerry Loveno 1320 Little Peconic Bay Rd, Cutchogue, NY 11935 CERTIFICATE HOLDER CANCELLATION Town of Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988.2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD r S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 14 LOT(S): 19 � d MON. I I t �2_ hM 2A 16 I 00, 1 cryo �\\\\ny25.o Qe ry BIV 21. _ P/0 LOT 233 O = 0 LOT 233 + LOT 234 A 25.1 I" �o BW 21.5TW O ��J� ✓ 0 - 0 GRAVEL/DRIVEWAY BW 21.0• 23.5 TIE LINES h A3s ALONG IRREGULAR CURVE CO C. U IRREGULAR PAT10 ---20--- .7'xROO w CURVEW.M.O \ OVER 36.5' Y IRON PIN �lg` a O 2.0'W -- - m of _ o 1 1/2 S71 l-1S`� W ��77 1 fi—--b o w FRAME DWELLING 10.2' c� G U.P. P/O LOT 235 W S: a 11320 'c 15.1' w 18.4'. Ca x`t �` --- P/O LOT 235 rP ,i 0 CON 28.3' 0 _!12^ - PATI WOOD DECK OVER Co C, PATIO -- BW 10.I EL/ 9 NE 1.7'W 10- BW C 9. —10 9:1 � �'BIY J:3 i _ 7.3-5 J iV `J" I 4.5 TIDAL WETLAND BOUNDARY 6 GROL IS EQUAL TO SEAWARD FACE 7t% SUFFER OF BULKHEAD, AS DETERMINED m2 �0 53 90 BY EN—CONSULTANTS 03-03-22 6 t1U�NEP o � � a N 7�� 57 E `pS�LL S ° 3.7'EI L0 G� WOOD/VINYL BULKHEAD 'y 0 3.VE. ar 0Jv pyONGFp.O ��hl o���v ZM NNP TIDAL WETLAND BOUNDARY AS DELINEATED BY EN-CONSULTANTS 03-03-22 1*4 _ LOT COVERAGE (UPLAND AREA 16,050 S.F.) DWELLING: 1156 S.F. UPDATE 03-10-22 COVERED PORCH, STONE/CONC PATIOS: 1215 S.F. TOTAL EXISITNG COVERAGE: 2371 S.F. or 14.8% ADD TOPOGRAPHY 10-27-21 UPDATE 03-15-20 THE WATER SUPPLY. WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS (UPLAND AREA 16,050 S.F.) AND OR DATA OBTAINED FROM OTHERS. AREA: 16,066 S.F. or 0.38 ACRES f ELEVA77ON DATUM: NAVD88 ------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777ZJTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: P/0 LOTS 233, 234 & 235 nnMoCERTIFIED TO: JERRY & CHRISTINE IOVENO; MAP OF: AMENDED MAP "A" OF NASSAU POINT FILED: AUGUST 16, 1922 No.156SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD <v KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �,rF 050882 ��J Professional Land Surveying and Design /' P.O. Box 153 Aquebogue, New York 11931 FILE # 15;83 SCALE: 1 "=30' DATE: JUNE 1, 2015 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk SCTM 1000-111-14-19 DESCRIVrION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPUM.- 16.OS0 PQ Pr. 0.36.c tFaMATMAREAOF G *���. ROUND DISTURBANCE 0yyy111 DO3TNG HOUSE 1130.15°.FT. 7.0% - - WMG DCIX: 893.0 n Fr. S6% •MUTING PATIO: 902 5°.FT. OA% y 9=17 17117 - PAOPOSEDADDRION: 430.1 S0.IT 229b 7S CII.YD. 25CU.YD. PROPOSED PORCH: 30.01¢FT. 03% 5CU.YD. 2CU.YO. f� PORCH EXPANDON: 423 9Z Fr. 0j% S CU.YD. 2CU.YM zzi l46381 l3.Q F-1 DRYVA31k ,21BAA.4VNp 13 CU.YD. 4CU.YD. y75 TOTAL 2649.7n FT. I"% 97CU.YD. 1 33 CU.TO. {^� S 030 33' 30"W ` A1FE7SiBou,v>tt ln: IUNNlMYUOYOiU1R 1ANO RlAVEYOR SVHVEY DATE N6E 1.2019 WUNNEWETA ROAD 7 505 •PATIO AIOMANDM LES UNOMfECON KAND I06UREPASTDKTC tD � N O , TIDAL WETLAND BOUNDRY LOT PART 07PATIO�UCOVERAGE DECK AND NOT REFLKTEDK ,�O 1 IS EQUAL TO SEAWARD FACE W �" OF BULKHEAD,AS DETERMINED C/J BY EN-CONSULTANTS 03-03-22 "� V \ � I I I + ►� � tJ° x p PAhO ►+ ��• ~ WUNNEWETA w :•Y:', A6 - Rs� 4 s POND0. INGROUND f + ►, G� ME LINES ALONG ►a TANK � ' MH\RW AT BULKHEAD C N ' 11/2 Storyt < HOUSE °�K `T �3 ® a \ 4 161 E+o s DECK \\\ ` ` ,C4i Q 4�ss9' S3D� G�'�li INDG P \► ` _ Q "°j w ` DSIIVEWA i• \ 1 , 1 ,1 ► -- - ` TIDAL WETLAND BOUNDRY �4 7' + ? 1 , 1 + ?i + 1 Q 0 AS DEUNATED BY `, ,n$ EN-CONSULTANTS 03-03-22 3 1 !� N 1 ' ► , 1 N , LELTER TRI 1 1 �� ? ° EI�CTRIc , 0° CONIC Ntp1 xi ; `V e�yRo -*J J� � *4 4 WATER �� METER POLE A . EXISTING SITE PLAN ._�_.:��f SCALE: 1" = 30'-0" S-1 REVISIONS: a � 146_� ------ 1 , 1 ' , 1 1 � p• d p d p• d . p d . p � 1 ----------------AA81----------- --- ------ -------- --"----'----- - --- ---- --- ° ; BUILD 2X4 INSULATED ' ' , (2)Ij-3/4X7-1/4 ML FLWSH 1 UP I ' WALL AROUND STAIRWAY ; 1.y-----�- — 1— — — — — —I — ---- --- --------- ----�---- ---^. - LALLY COLUMN •-- -- "' _ , WITH DOOR ' '(2)2X8` r I 1 ' t__�'-73/4" ' w/2'X2'Xl'FTG , o , LY COLUMN , n , n #5 REBAR �5-9 3-5 1 , v0 w/2'X2'X1'FTG = @12"OC I 1 I � 1 _ I I • W_ ♦` -; � ; � ;� � EXISTING CRAWLSPACE , � ------- cV p FOUNDATION ( I (� %% m TO BE REMOVED XIS I cLLv xv O N m! I LL M EXISTING C AWLSPACE WALL _j I 0 I AND FOOTING TO BE EVALUATED o NI I X IN FIELD To UNDERPIN OR `N ' REPLACE FO FULL BASEMENT 1 J 1'-611 101F011 - a 61.3„ i) o I W I D• 1 ` --------------A281------- - . � - � - - 4'-0" (2)1-3/4X7-1/4 ML _ - NEW OPENING i 1------------------------------. 21- 11 (32X8 FLUSH BEAM OVER \ �. rn A m EXISTING LL --co -- -- ---- r N ' . I it I 1 ON �- ) I D I U- X I I \ ` v ` a I x _ m DUTCH WALL COPPER COATED 2X6 ACQ ^ N irl 63"h TERMITE SHIELD SILL PLATE m 1 V I OVER- #5 REBAR ---- p %Ov I i I SILL SEAL n ° 51-411 e ° I ° I 1 5/8"dia.ANCHOR BOLT p GRADE TO SLOPE #5 RE AR • I 1 w/3 AND NUT(TYPICAE) o' c AWAY FROM BLDG. @12" C 1 D M ------------------------ - -- --------- --- 1 I 1 e I . •L� e • v •a v . � a • v • v ". c a • v D - 1 -+-----------------------------i 12"CONC.PIER 2X6 ACQ --- --- --------- -------- 1 1 I D I LEDGER BOARD TO BE FASTENDED � 1 d' - 2'X2'X1'FTG D1 @16"OC 1 o EXISTING co TO BUILDING WITH TIMBERLOK® 'T BELOW GRADE ' D SELF-COUNTERSINKING SCREWS ' ____ ____ ' N O BY OLYMPIC MANUFACTURING ;; 8"PC WALL e (2 SCREWS @ 32"O.C.) ' _ _ �Z2X8 ACQ GIRDER_ ' '- I FILL — ' D I -------------------.-__=• � �� CLEANI_ � III � 1 D• BITUMINOUS Z 10-� 61-3f' p n I COATING Z 1 n ' I e Q .. 16'-3" EXISTING CRAWL SPACE D O w w 1/2"EXPANSION JOINT 4e ° Z p O I 2X4 KEYWAY W I ' I 4"CONC.SLAB � � #5 REBAR � F'' U e e e D C ------- EXISTING ° °, e -�� O a ' COMPACTED— ,p D g ►�-� O U N L I CLEAN FILL -1 N 16" O FOUNDATION DETAIL SCALE: 1/2" = V-0" EXISTING N a) o I Ln +� m .� 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". c' co EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. ' RESIDENTIAL CODE WITH A BITUMINOUS COATING. 'CS 2).FOUNDATION TO HAVE 16"X8"CONCRETE (2X4)KEYWAY IN FOOTING. o v ' FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). .c� ��,� f ' 1 3).VERIFY AND ADJUST FOR STEP FOOTINGS ALONF SLOPED GRADES. U (u 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. N a) v INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING W 3 0 WALLS. I 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 6).PROVIDE S/8"DIA.ANCHOR BOLTS A73'-0"O.C.AND W/I1'-O' OFCORNERS, W INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A X" N' MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO Q1 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. V 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE U) U)NBLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. N , 1 --------• .,• ,., r k'e �, �ID�;,I- �r FCS'' AV PROPOSED FOUNDATION PLAN N S PROJECT NORTH SCALE: 1/4 = 1 -0 :r: DRAWN: MH/MS '�. OR SCALE: JOB#: 9/20/2022 SHEET NUMBER: A-6 REVISIONS: od . 1 1 B , , 1 1 1 J •'� �"u r`t I 7)/"""AW251 I 14'-51/2" 1 I 'w -N v� c = j� HAMECH NICALf TED Z = ; 1 CL J 1 O 1 M n1 1 1 1 I 1 I 1 2'_On I 3'-6" 6'-0" 2 Ir TI,I 1 1 1 �ll 1 — —4'.3"— — ' F--I v I (2)2X 3 HDRF H CNCL F--i A X SLOPED CEIL I A 1,, Z v I = - I 14'-5" 4'-0" ° N I " ceu. � - 1 1- I x InV 00 Z N ! J I 2X8 DF#2 CJ 16"OC u N X w 1 O v I F x ul a = Lr) Q -- - - — -_ -� — _—_- -_ —_—_— — — _- - _— _— _— t'v — Q EXISTINC BEDRO ,NI ENLARGED I -- I II L - - - - - - - I I I I 1).EXISTING 2ND.FLOOR WALLS,ROOF,AND OTHER RELATED ARES,AS INDICATED WITHIN PLANS,SHALL BE DEMOLISHED AS NECESSARY. VERIFY WALL HEIGHTS,TO MATCH EXISTING SHED DORMER. I 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH A RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER W MANUFACTURE'S INSTRUCTIONS. pa I I - 3).NEW EXTERIOR WALLS TO MATCH EXISTING,2X4.GABLE WALL TO BE FRAMED Q' WITH 2X6 DF#2 STUDS AT 16"O.C. O A� ISTING 4).EXTERIOR SHEATHING TO BE MINIMUM 1/2"THICK FIR CDX PLYWOOD. � z � BATH 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 1 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. N HORIZONTALLY F O W (WITH TWAIR BARRIER FLASHING).INSTALL PER 1 INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com W a Q 1 I C --------; 6).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK a STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH O O U SIDE FOR MICROLAM HEADERS. N M 7).INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc 1N CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE EXISTINC BEDROOM APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30(FLAT), o (CATHEDRAL R21),NEW EXT.WALLS:R19,FLOOR: R21. m N C o 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH MIN.1/2"SHEETROCK. °� n •r 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. Cn 0 x ° � Z w � � Ln Wu � V u co Ln U i � .'C� CJ] 4J N CU) W w " w d O In w q IF� I BU1,LL'v0 DEfaT i�r�l`�!�l OF SOl9Tr't�9't` !1CdS'+ I F�1 I I I g x � `PROPOSED 2ND FLOOR PLAN N S PROJECT NORTH SCALE: 1/4" = 1 -0" ; v < a DRAWN: MH/MS ' SCALE: i�.di►' "�3 ^�� JOB#: .Q to 1 � 2/9/2023 ^—- SHEET NUMBER: A- 8 REVISIONS: STORM WATER MANAGEMENT DETAILS SCTM 1000-111 -14-19 ROOF AREA:1612 SQ.FT. N.T.S. DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: AT 100%WATER RUNOFF:270 CU.FT PROPERTY: 16,050 SQ.FT. 0.38 ac PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS EST41000 SQ.FT. (ALT.B'dia.,8'deep) (MATED AREA OF GROUND DISTURBANCE: DRYWELLS CAPACITY:338 CU.FT. f OGEE GUTTER-STANDARD 5" EXISTING HOUSE: 1120.1 SQ.FT. 7.0% NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. EXISTING DECK: 893.0 SQ. FT. 5.6 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. EXISTING PATIO: 90.2 SQ.FT. 0.6 B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. [2103.31 / Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR (2103.3 J 113.21 METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. PROPOSED ADDITION: 454.1 SQ. FT. 2.8% 75 CU.YD. 25 CU.YD. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. PROPOSED PORCH: 50.0 SQ. FT. 0.3% 5 CU.YD. 2 CU.YD. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT \ CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PORCH EXPANSION: 42.3 SQ. FT. 0.3% 5 CU.YD. 2 CU.YD. CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. (482.8 13.31 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL V 1 COMPLETION. f OO ° ° f� 0 O 0 ° DRYWELLS: (2)8'dia,4'deep - IZ CU.YD. 4 CU.YD. G OO H \ rQ S03 3 3 3 0 ` TOTAL: 2649.7 SQ. FT. 16.8% 97 YD. 33 CU.YD. E"i 4 \VL) NNEWETA ROAD 72 , 501 \ r MEETS&BOUNDS BY: KENNETH WOYCHUK,LAND SURVEYOR SURVEY DATE: JUBE 1,2015 \10 d" N O � TIDAL WETLAN DPqPRW %BASED ON EXPOSURE PAST DECK F CONCRETE �L P NDER DECK AND NOT REFLECTED AS ' IS EQUAL TO SEAWNR'f'J��'A 'EE WASHOUT - _"_ ................." . :� �Q OQ ' I Q OF BULKHEAD, AS DETERMINED P ) POSED S I Ndi , BY EN-CONSULTANTS 03-03-22 0 0 2ND1 FLOCJR /I 8'dia \ ,,,.,� AP ROVED�S NOTED Q � AD 1T .� 'dee I � ' w , H DATE: °P. '�p Q \ P I it 1 `v'o ►-a FEE: a� R�,. ;;. •�� co 13.9' I f`DW� i i I I O Q "�TIFY i ; - UIL 'E AT i HT / / \ 11.3' fV 1 I I I I I c 5 1302 8 F, 10 4 FPN1 FOR THE • �. I ------- -- - M I I C FOLL0t,1 IrvG I,ti'Sl�t CTI0,11S: - .00 1 , 1' i . 1 I I WUNNEWEI �, TWO 7C'C CRETEJIRED ` 'ON" J \ / CO I - Q \ Js .I, I c�i EXIST. PAT10 A�5 ��5 O� FHAMING & PLUMBING r r .�, OvS�'35 5 S� . o, POND 3. INSULATION •�� ----- - --- -------- N 4. FINAL - CONS(R(I^T^�t �. .�_ ' EXISTING A-1-" L��� PC! I .;'PROPOS�D , �? 10.0' ' ' 1 ,.' ' 1 "� DECK _ �- G.� tl 1 STORY TIE LINES ALONG I Lu •n ,t�tuir,�w1t:N 5 uF THE CODES OF NE r ' ' ' / ��LE FOR i'i' ADDITION( w 1 �) ORK STATE. NO'T RESPO� 1 ---------------------------- MHW AT BULKHEAD DESIGN OR CONSTRUCTION ERRORS, ' ' -' - 12.0' 1 ¢ O �; ' 1.5' m 16.3' 1 ;P ' i = � HAY BALE OR SILT FENCING , , -� - PROPO ED - 1 J 1 7, ° � W loll / 8dia \ COVE ED Q 1 T o z LIMITS OF CLEARING TO BE �';' 14'deep 10.0 1 1 �O w � NO MORE THAN 20' FROM X \ POR�H 1 �, - -0----- - - �- - , , ,. ,DW, - _ - - - - _ EXISTING , �/ << W o PROPOSED WORK AS •� NN EXISTING z �, o ��` INDICATED ON SITE PLAN M H , •p, \ 1 1/2 Story DECK M _z \ kyF� a F_ s � HOUSE rn w 6 PROPOSED v 6(9. 4.8' 31.0' C,� �l .1L O COVERED PORCH z O� r 9 , , / Z Pw _ EXISTING �' \ �� slaced EXPANSION i i �R"�yRi \�'!� rePairLd shall conform ,' V iIYI i DECK ,.,, \ o �:�� i I I I I I I I 3 to Chapter 77? o � � � N s S of the Town Code ' h• �� I I r 40. EXIST. \ "' 9� DC % ^� P EXIST. o EXISTING LNDG PATIO g 1 �acu COMPLY WITH ALL CODES �;�' GRAVEL \ ._ F�XISTING STEPS I + , 1 - - _ o o NEW YORK STP'!TE & T- ' COL__S ' ' �� -DRIVEWAY \ AS REQUIRED A;�D COr��i ,::''aS OF ,"�.�" ��'� - - I III I L, v t~ m v a- \ I I 1 \ \ AS 1 4 � '49 nT.OINN7[ <•`"� �•�.`• !� / / /' TOP \\ I I \ .n5 u R i 1 \ EN- u r ..y1�i .1 d 4�ia wT1f U - - -- �.�r�•� • -+ ^ co O SOIL i I � 1 � G � � � ljTN,OLG 70)'fi",TRUSTEES ST R UC / T1o�'V E T r\,' �, LOCATION/ , ! it N.Y.S.nEO PLUMBER CERTIFICATION l�/1-RANC lQ� / ON LEAD CONTENT BEFORE E ` TBD ATE OF OCCUPANCY o / CERTIFICATE � SOLDER USED IN WATER / _- OCCUPANCY OR PPLY SYSTEM CANNOT20rj SU / / I EXCEED 2110 OF 1%LEAD. ;"7 co u USE IS UNLAWFUL � I 1 \ + �sT , 1 ROUT CERTIFICATE 0 F Ric MLTER I OF OCCUPANCY iIV �rR Ti , I � C ELECTRIC o F � I ,PLUMBING ,1 TE °- � i 2 H LL PLU".�,E31NG WAS l O A 1 �m:1111114 RETAIN STORM WATER RUNOFF WATER LINES NEED�..�" � � / � � D PSU"NT TO CHAPTER 236 & -291f Pll T ING.8EF.05,E 000VERI . , i THE TOWN CODE. pt OF C � � ® / x DO NOT PROCEED WITH,,, � ICAL F1-F� � FRAMING UNTIL SURVEY -oulnEoFFOUNDATIONLOCATION s���ri NAP C PROPOSED SITE PLAN VEDHASBEE , J SCALE: 1" = 10'-0" 1-4ust proviIc ' annals UTILITY D J and S as per WATER Blower er door POLE � ��. -'� METER ~?,d: � �° DRAWN: Mx/MS NYS Energy Code Z Q1� 4S SCALE: and duct��fork testing required. "�' _ �`' ��= JOB#: �, 6/16/2022 f SHEET NUMBER: ?UI!Dhlr Dri S- 1 REVISIONS: IOC -- O H - - ll LED Z O F—I Q Q PROPOSED WEST ELEVATION SCALE: 1/4 = 1 -0 U W � o z O w Zai � U U M O P-1 N m tM'' O � G v 0 Lo H FoG o GIN 'COO S1, u Oma+ � Ua° Ti c, bn � : V 4 s u Lo U ccu= co v-1 Jn N N v 0 W G IF-11 I I�. W r-i U N U EXISTING WEST ELEVATION ., . SCALE: 1/4" = 1'-0" r� X41 ^4� DRAWN: MH/MS SCALE: •s. .OF t1E JOB#: 6/16/2022 SHEET NUMBER: A- 1 REVISIONS: -D�� �O �O �J O F� - - - — F-�-i H Ej 11 11 111 111 Ill Ill. Ill 11 1 IL 11 114 F1 I I I I fill H PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" w O � � U O U W a w a O Oar H o U M o Ne-i CC N G c7l +Vt X d V Lo U rn in N � w3 a w O d N N V x S� EXISTING SOUTH ELEVATION DRAWN: MH/MS SCALE: 1/4" '= 1 -0" ,r f moi. � � '� � -d^ ,�� SCALE: JOB#: 6/16/2022 SHEET NUMBER: A-2 REVISIONS: �j Ll W H PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" w a C O � � U O 0 Z W O U a �D U M O r-i X V O m i P� c M O O O z w � �M V 0U � � U] cu W 0 d � N EXISTING EAST ELEVATION x SCALE: 1/4" = V-0" 1 7 � i KKYY :e.' DRAWN: MH/MS SCALE: JOB#: 6/16/2022 SHEET NUMBER: A- 3 REVISIONS: O or 00, I IWT III I 77 I Ll Ll I I IJ 11 1 1 1 ih—LP41 I I I I I I I I I I I I I I I I LI 0 n _ _ w _ i Z I Z Q Q PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" Q O � � � z W z O Z a � > U U a O o U N M O N N r.. �r CM 0C N G v � W R-, W N Eii=j IL x EXISTING NORTH ELEVATION SCALE: 1/4 — 1 -0 w k .l"L[•fir ` .�Mw+wn14N .n r ell DRAWN: MH/MS SCALE: JOB#: �" "<1.,I�► �tF' ,� s' 6/16/2022 0 IF Zs� * SHEET NUMBER: A-4 REVISIONS: BUILDING ENVELOPE ......................... ............ 0= ................. ............ 011 ....... ..... 111(o?foo- 0 ........ F ......................................... ........................................... .... EXISTING / EXISTING CRAWL SPACE I S-ToN'E L= II II II II II EXISTING DRIVEWAY LIIJ SING /-Eh 0 ............ ------- ------ ----------- pe a, -rr-----—--Tr— ................. ................................. EXISTING FOUNDATION PLAN SCALE: 1/8" = 1'-0" u EXISTING IST. FLOOR PLAN G Z W 0 u SCALE: 1/8" 1 -011 z W �:) CD co 4 ........................... coo 0 21- Ln Q) 0 00 .50 4 g ......... .......... ----- - ------- Lo U m C7\ ,It ct 00 ............................ VVJ Ell ------------------------------------ A is j0- 4j EXISTING 2ND. FLOOR PLAN DRAWN: MH/MS SCALE: 1/8" = 1'-0" SCALE: JOB#: CON 6/16/2022 SHEET NUMBER: OF, 4 A-5 REVISIONS: I 13'-11" 10 ------- ________ I I ' 1 ' 1 ' 1 __________________________1______ I -_ I 1 I' I I 1 I I 1 I 1jS_H I,I----------------AA81---------------- - BUILD 2X4 INSULATED1 1 ' (2)0-3/4X7-1/4 ML FLUP- 'WITH DOOR i (2)2X8L- LALLY COLUMN ' ' I "' ' __ ' w/2'X2'XI'FTG 1 LY COLUMN3'-73/4" I , 1 1 „ '; #5 REBAR 5-9 3 -5 O iii',,,,W/2'X2'Xl'FTG = ; @12"OC ,I V I 1111 H h 1 \ ,I � , � I111 JI I I J 1 `♦ + C \ 1 ,1 C 1111 C 11 I O 1 1 I I ,1 1 n, 'P 1111 I , 1 , 1 , _I ���� EXISTING CRAWLSPACE 1 1 N ; ; o ^ ;;;; FOUNDATION I:I I I TO BE REMOVED �I1 I NLL 1 O "" ' EXISTING CRAWLSPACE WALL \ g ; ....I ,111 rJl I p I ; AND FOOTING TO BE EVALUATED I 11 1 1 m 1111 00 I11 x y IN FIELD TO UNDERPIN OR 11 REPLACE FOR FULL BASEMENT 101"011 1111 II I p I HT1 1111 1 1 , , IrF•I�•i, , 1 1111 1 1 11 ' \ • l -------------- ,I 1 ;- (2)1-3/4X7-1/4 ---------- --- -- L -;111 ---------------------------- ___ -0" - ___- ------------ , d ii NEW OPENING ( ____________________________' 32X8 FLUSH BEAM OVER I' I "1 1 11 , ` `, AI p l 1 1 1 1 , i1 .•.5.. i � 1 1 u '� 111 EXISTING 1 ° Ln 2X6 ACQ LL ' If " COPPER COATED p 111 11 SILL PLATE h--i m 9 --- nx ....--...... ... i1+ •.a.a --..+ •a.��� ---- ---- ------------ ------------- TERMITE SHIELD -OVER- ' SILL SEAL �. #5 REBAR 11; 1 nI i t' i I 5/8"dia.ANCHOR BOLT ,p GRADE TO SLOPE " I n 5 REBAR ' ' ' w/3X3 SQUARE WASHER AWAY FROM BLDG. @12"OC ti 1 1 I AND NUT(TYPICAL) c —————————————————————————— — ——————————— 111 + ± 1 1 1; a'rp' -�a.rD. r........................i D ----- - ——— —— -----— r ------------------------- -------------------------- ----—---------------• , — asll�__________________________III —-— ___ __________' O � ® 111 111 1 1 1 1 Y 1 p CONC.PIER 2X6 ACQ 111 _ +--------+ *-w 1 % LEDGER BOARD TO BE FASTENDED "'2'X2'Xl'FTG DJ @16"OC ;;; O EXISTING 1 TO BUILDING WITH TIMBERLOK® "' I o n• I Q 3'18ELOW GRADE 1'1 SELF-COUNTERSINKING SCREWS III 111 U) 1 / BY OLYMPIC MANUFACTURING i "� i -"� i i i I m 8"PC WALL CLEAN= W a (2 SCREWS @ 32"O.C.) ' "' ' 3 2X8 ACQ GIRDER ' 4i ' ' ' ' e FILL — L� I �w I I 1" FY , 1 + •.a..aaa ai ; ' •sw f Op � � IOC a , BITUMINOUS 61-3 ' 1 " ' I 1 1 I O n COATING O 116-31' , + EXILING CRAWL SPACE 0 w D ' 1 + ; , 1 •a _ __-_ _----_-- I 1/2"EXPANSION JOINT AY W U + 1 'k " 4"CONC.SLAB 5 REBAR t ---- •_ :- EXISTING I ° +I COMPACTED CLEAN FILL M �R� I FOUNDATION DETAIL ' SCALE: 1/2" = V-0" 1 CD � ' 1 1 1 I 1 1 1 ' ' 1 1 EXISTING N011 v v 1 ' U) L\ v O c+1 t•--I � 1 I 1 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". N To u EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. " 1 ' RESIDENTIAL CODE WITH A BITUMINOUS COATING. v -- ��,.i .--- ......... ....i ..... ......a a 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. -- ` ' FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON boo 1� F====='-'---�11 nl n u n n n n u u n -----____=r „ „ „ „ „ „ „ „ „ I UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). •� .� m � aul 1 u' n1 n u n u u u n u n � � L� ,.x •� 11, 1 II' III 11 11 11 11 11 II II II II I 3).VERIFY AND ADJUST FOR STEP FOOTINGS ALONF SLOPED GRADES. m U 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. N a) v INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING r. u, 1 u' 111 n n n u u n n n n 111 1 II' III 11 II II 11 11 II II 11 11 ' 1 WALLS. � W u, 1 nl ul n n u n u n u u n 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 11, 1 III III II II 11 11 11 11 11 11 11 ul_, �� fir-;•1r— -1r— 'll-Ir ,- —rr - ---Ir- - —rr— � - - - - - - SILL GASKET. - - ... " " " " " " " 11 " 6 .PROVIDE 58"DIA.ANCHOR BOLTS AT 3-0O.C.AND W1 1'-0OF CORNERS _______'� ) / ' " / " , _ ' 11 11 II II 11 II II 11 ' II- ' v� INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A H MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO QI BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. u U 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE O BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. U) \ \ 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. N 1 NINO 1 1 1 I 1 �14 E PROPOSED FOUNDATION PLAN N 5 PROJECT NORTH SCALE: 1/4" = 1'-0" W DRAWN: MH/MS SCALE: JOB#: 6/16/2022 SHEET NUMBER: A-6 REVISIONS: 25-3" 10 A 1 � I I I 1 6'-01151-411 6'-11'/2 6-111/2" I 1 1 1 TW2432-3 1 1 ( 2 8 h DW I 1 ' ' ' I EMRDE ' NI I 1 1 1 I TW2432-3 I I I I 1 1 I I I I I I 1 I I 1 I I 1 1 I I 1 1 (3)2X8 HDR I I 1 1 I I 1 1 1 2X8 CJ P16"OC DN • (2)1- /4X11-7/8 ML w/ 4"STEEL UPSET BEAM '(2)1.3/4X11-7/8 ML UPSET BEAM II II = v 7 DBL 1-3/4X9-i�a ML F1 (?16"OC _j o I KITCHEN I I 0 z W L N ----- I I I v g w -------- � I \d W I a 01 ` I _' W ®o— N�I (2)1-3/4X9-1/2 I AL w/1/2"STEEL EAM ,T. (3) 11-7 L UPS BEAM 0 EXISTING DECK M p 2X8 1 16"OC _j I --��0 , ` A M m D W S 11-611 II _j z Alm 00 z DBL 1-3/4X9-1/2 ML FJ w , O DINING g W [--+ .N Im o MSI Lu , H 1 =N N = 1 1 n L I 1 3 11 ^ ' -------- `r -- 9-6/2 10 6-4/4 I 81-51/41' �v --------------- CN ------------CN ' 2x8 CJ u- O ^ 16"0 x � I MUDROOM 5'-0° - - ,-r — - - - `✓ %AJv I INC{�E,ASE EXISTING N ------------_--, `I PENING I PANTRY N I I o I II m N d• 1 M )2X8 HDR X8 HDR I I I • , 3'-0" II 111 K A21 s o LOU, 1).EXISTING 1ST. FLOOR WALLS,ROOF,AND OTHER RELATED ARES,AS A III n c 111 O L— — — INDICATED WITHIN PLANS,SHALL BE DEMOLISHED AND RE-BUILT AS SHOWN THROUGHOUT.NEW FINISHED FLOOR HEIGHT TO a O 11 x PORCH x;;; I I EXISTING BEDROOM MATCH EXISTING,VERIFY WALL HEIGHTS,TO MATCH AND REDUCE FOR x N 111 EXISTING BATH ; I I 2ND. FLOOR ADDITION AT KITCHEN/DINING AREA,REDUCING FOR Q 0 DEEPER FLOOR JOISTS(VERIFY IN FIELD). >-I I (2�2X8 GIRDER _ --------- '___________F 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH O U W 10X10 FG ' PING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER Z Z COLUMN MANUFACTURE'S INSTRUCTIONS. 0 ----------------------------- W/6X6 POST / - - O W / 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 1 O'-011 �P) — — PAD(OR REPLACE) DINING EXTERIOR WALLS TO BE BUILT OUT FOR HEADERS '01 — — — OVER EXISTING SLIDING DOORS. W a 5'-0" 8'-0" 3'-3" 4).EXTERIOR SHEATHING TO BE MINIMUM 1/2"THICK FIR CDX PLYWOOD. H 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED O O U 01 16-3" EXISTING DECK WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. M I HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER ,..i I INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com I 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS C ' UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK --------• I I STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH I I SIDE FOR MICROLAM HEADERS. II I I 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS I I EXISTING FAMILY ROOM I I (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, II EXISTING LIVING ROOM FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. „ I I I I PER CODE. m o m v v j I 1 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE X ^.G v I I APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 0 m G EXISTING 1 I HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. O10 X o ENTRY 1 1 9). INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30(FLAT), >; w I - (CATHEDRAL R21),NEW EXT.WALLS:R19, FLOOR: R21. 'C Z ,n v 10X10 FG p v + COLUMN t}'-1 O" 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH MIN.1/2"SHEETROCK. g4 � , W/6X6 POST .5 4 (TYP) 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING.VERIFY NEW AREAS SO 'z i AS TO ADJUST AS REQUIRED FOR FINISHED FLOOR HEIGHTS TO MATCH (j +� E-11, � 1, � ----------- � .11.1 (2)2X8 GIRDER 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. y v ,I, 111 I11 II II II II 11 II II II II N I1, 111 III II II II II II II II II II 0 (3] 13).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. .� nlo' 111 nl n n n u n n �+ III Q III III II II II II II II II II 11 — d- I11� PROPOSED n� 111 II II II II II II II II II 111 " EXISTING DECK nI V PORCH nl EXISTING In u n EXIST`�1G PERGOLA u n n n x ADDITION ;;i PORCH 111 N 111 III II II II II II II 11 II II Iil N 111 111 II 11 11 11 II II 11 II II I11 v 111 III II 11 II II II 11 II II II � W I11 I11 III II II II 11 II II 11 11 II L� II II II II II II II 11 C��1' 1 (2)2X8 GIRDER II1� illl- II II II II II II II II 11 rel', F"u' ' 11 ' V ul II II II ul II ul II 11 O u u u r�r^^ VJ REPAIR/REPLACE Q EXISTING LANDING AS REQUIRED XISTIN STONE gEPS T REMAI N N 1 1 U 1 1 1 I 1 B ' 1 M w y aul � ' PROPOSED 1ST. FLOOR PLAN N S PROJECT NORTH- DRAWN: MH MS SCALE: 1/411 1,-0II iP' � SCALE:= '.�G . �� •d ,( JOB#: r, .Ot= t4e " 6/16/2022 SHEET NUMBER: A- 7 REVISIONS: I I B ' 1 I , I , I 1 1 1 I 1 1 1 1 I I ' O 1 19'-0" 1 1 ' SOLID CORE DOOR w/WEATHERSTR PPING ATTIC &DOOR SWEEP UNFINISHED W 7777777 2' 2)2X Z I o2 A I �� N X SLOPED CEILING Lu I A I 14'-511 4'-0" " N W ' ~ I N M W 1 2XB DF#2 CJ 16"OC v y X _ p 1 O I 1 J z v ---- ---------- F- Lu --------JW —_ —_ —_ — _ -L — _—_—_— — _—_- - _ — — — _ a= _ hal EXISTINGBEDRO dM ^< Q ENLARGED �1 I i L - - - - - - - I I I I I 1).EXISTING 2ND.FLOOR WALLS,ROOF,AND OTHER RELATED ARES,AS INDICATED WITHIN PLANS,SHALL BE DEMOLISHED AS NECESSARY. VERIFY WALL HEIGHTS,TO MATCH EXISTING SHED DORMER. I Q I 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH ' RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER W MANUFACTURE'S INSTRUCTIONS. I � O -- 3).NEW EXTERIOR WALLS TO MATCH EXISTING,2X4.GABLE WALL TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. O U W ISTING 4).EXTERIOR SHEATHING TO BE MINIMUM 1/2"THICK FIR CDX PLYWOOD. Z Z BATH5). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 0 W WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. O7 W N HORIZONTALLY WITH TWF AIR BARRIER FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com W a O 1 x --------� 6).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK -" W STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. N JL M 7).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. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE EXISTINC BEDROOM APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R30(FLAT), (CATHEDRAL R21),NEW EXT,WALLS: R19,FLOOR: R21. N v cn �+ O 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH MIN.1/2"SHEETROCK. rn [2 r Om r�i 7� 2 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. p � 0. wax Lov 00 1 � U v rz 00v o P-4 W O ul) 1 1 1 1 ' V / 1 CfJ 1 x B ' 0 PROPOSED 2ND. FLOOR PLAN N 5 PROJECT NORTH : �r SCALE: 1/4" = 1'-0" '- ; 1 W � � , � !4�A ✓ DRAWN: MH/MS SCALE: .�:•'a .0}r kt4E�6'.• JOB#: 6/16/2022 SHEET NUMBER: A- 8 REVISIONS: I 1 B ; I 1 1 , I 1 O 12 g 00 X tik w N d o sl 4S X N DBL 2X8 DF#2 RR(@16"OC O DBL 2X8 DF#2 RR((16"OC p 12 --------i x 1 1 1 1 12 1 1 9 1 12 7� C3 2X8 DF#2 RR 0,16"OC H r A N " (p LL O o `D 9ll (2)2X8 DF#2- X @A W Q 1 N o o 1 0 ; o � 2X8 DF#2 RR Ca?16"OC �, � 1 Nz 1 12 ' w 2X10 RIDGE cJ x 2x8 �L @16"OC ,y�••�. 1213 f [zz O 12 00 N Ce 1 / ------- 2X12 LAYOVER PLATE / / 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 17 / f 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. N v GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. W 12 O 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Z z LL 4 D 00 / MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS OU n FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O W / f / PER CODE. Z a C7 W � / 4.APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. f / 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND O W /i DIRECTLY TO THE DECK ALONG EAVES. F--I U 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ rn 1 / 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 1 / 1 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. f/ / 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE / - WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS p / f / COMPLETE. / 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. m v y / USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT X ^.G v / LEAST 3/8 DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. o Co +, / USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT co, CUTTING INTO SHINGLE SURFACE. O �" x o 10.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ,n00 v l / Lf) U N � v W I I 1 1 d I B ' ROOF PLAN N S PROJECT NORTH SCALE: 1/(4" = 1'-0" 4 W ,� "�V 1 r^ Cc DRAWN: MH/MS �E a SCALE: JOB#: 6/16/2022 .QF toe ;+._ ,,,��,,,• ,� SHEET NUMBER: A-9 REVISIONS: 2X10 RIDGE 12 2k8 R�5 12 L R @76"�C L 2X8 CJ @16"OC 2X10 RIDGE O " n 12 O (2)2X8 9 D VALLEY — - �Q- 3L4"SUBFLOOR LL Vd 2X8 CJ @16"OC DBL 1-3/4X9-1/2 ML F1 @16"OC 2X8 (2)2x8 2x8 CJ @16"OC �-{ CJ (3) 1-3/4X11-7/8 ML EXISTING 2X4 WALL TO BE w/(2) 1/2"STEEL CHANGED/PADDED TO 2X6 O F—I tl C' L-1w EXISTING 50 3/4"SUBFLOOR Mbwbd XISTING FLOOR SYSTEM — - — e• DBL 2X8 FJ @16"OCEXISTING (4)1-3/4X7-1/4 L FLUSH BEAM 7 O M b, EXISTING CRAWLSPACE O M—� E ;; 2"CONC.SLAB H EXISTING EXISTIN EXISTING A CROSS SECTION A 7 » SCALE: 1/4" = 1'-0" W a � z W o z O W a" O O EXISTING PROPOSED N U M 2X10 RIDGE `2w @ C 2X10 RIDGE s o ti Diaj 2X8 CJ @16"OC m vN' a�; o X u � u o wu 1-2 a u. bdi 3/4"SUBFLOOR — - ON U 00 DBL 1-3/4X9-1/2 ML @16"OC N o W (2)9-1/2 ML w/ - 1/2"STEEL PLATE tl CA rn H 0o ~" U O Inn — _ N EXISTING EXISTING EXISTING DBL 2X8 DF#2 FJ @16"OC - - - EXISTING 2X6 ACQ SILL PLATE _ TERMITE SHIELD SILL SEAL d' d' 8"PC WALL STING STIONE STEPS EXISTING D � AMPPROOF CA llllllilllllhi—ll i11 - IIIIIIIIII.11111111111=11111III111111 I% =I it II =_ ..Jllliill- _.IIIIIII-__Illlfllllllilll-111illli -II I' •• 2"CONC.SLAB e; d, • ti 16""X8"FTG (2)#5 REBAR 7 ova Mme., 1 DRAWN: MH/MS K: p4+ ,•" �` O� SCALE: e �$ L CROSS SECTION 6 �`�.'�, � JOB#:6/16/2022 SCALE: 1/4�� 1 -0�� iK SHEET NUMBER: 7 11 = �"s� : �, , �' .s>r'�•.ate•tt� . . A- 1 0 REVISIONS: rl ' I 1�- I I ® ® ® a T O ® ® ® �2" o �2. Qe p ® ® e •° rND TOODYPE: SPACING: —1 Ll CHHOR WITH 16•OC 2X10 12 MENT LENGTH e O • ® RIDGE 2�& OD-SCREWS CHOR WITH 16"OC 9 MENT LENGTH OI uGsaLEw ^ 2X12LAYOVERMI6., BASED ANCHOR WITH I6"OC l 21n.EMBEDMENT LENGTH � ® e e 12 12 ® 3/4'APA PLYWOOD —— —— SHEATHING 4 4 OG —1 L Sr1'APA RATED SHEATHING — 16 2X8 CJ @16"OC GRACE PLYWOOD (ALTERNATM :7/16"O.S.B.) 2k8R — --7Xa RR 0112- ho @76iO _ — 2X6 CJ @16"OC GRADE PLYWOOD (ALTERNATNIVE:7/16'O.S.B.) Nlmmlm 2X8 CJ @16"OC (2)2X10 • GIRDER FASTENER TYPE: SPACING: 2X4 DF>2 No a WOOD-SCREW STUDS BASED ANCHOR WITH In"Oc ® 1 1 1 WINDOW SILL 21n.EMBEDMENT LENGTH 1 , 10X10 FG 0 TYPICAL WINDOW OPENING Na;ANC ANCHOR H a _ COLUMN L B/SED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER nn.EMBEDMENT LENGTH 1 1 I 1 THAN 4 FEET 1/41n.dia.LAGSCREW LI BASED ANCHOR WITH 16"OC ® Q ��) f\ 21n.EMBEDMENT LENGTH 1 TYPICAL DOOR OPENING m • 1 1 O PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLvw000 AssEMeurs FASTENER sPAcwc 1 1 6X6 ACQ AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED No.B WOOPSCREW 00 I , POST Q TOGETHER WITHSTAINLESS STEEL No.8WBASEDOD-SCCH ITH B"OC 3'h RAILING 1 1 2X6 ACQ SILL PLATE THAN 6FEET OR GPVDNUT02INIZED L 0"O.C. `RS 2,n.EMBEDMENT LENGTH TERMITE SHIELD AND NUTS�2'-B"O.C. Na.IB WOOD-SCREWS ersEOANaoRwITH B•oc 3/4"SUBFLOOR SILL SEAL TYPICAL MULTIPLE OPENINGS 2X6 ACQ SILL PLATE PANEL SPAN GREATER THAN 6FEET 21 n.EMBEDMENT LENGTH 5 Q P191'NG — _ AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW TERMITE SHIELD 2X6 AC 16"OC DBL 2X8 F1 @16"OC — - — Q BASEDANMRWITH 16'01 SILL SEAL n, w THAN 8 FEET 21n.EMBEDMENTLENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL NEW — - (3)2X8 ACQ L� bbm EXISTING DBL 2X8 DF#2 FJ @16"OC _ 12"CONC. ;6 GIRDER 8' PC WALL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING STAIRWAY — - O PIER ;a b• b DAMPPROOF WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (2)1-3/4X7-1/4 f n b .♦ 2"CONC.SLAB •1 M AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ML FLUSH BEAM 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 • H CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. b – – — – 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. 2'X2'X1' 16"X8"FTG 7 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. CONC.FTG. (2)#5 REBAR =illl 11 EXISTING 74o PC WALL 1 c CROSS SECTION C DAMPPROOF 2X10 @16"OC c, 7 12 SCALE: 1/4" = V-0" 4"CONC.SLAB — - -------- ------- — p 16"X8"FTG (2)#5 REBAR LE o CROSS SECTION D 7 12 SCALE: 1/4" = V-0" INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND 0 BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PEP IMITER ON THE INTERIOR WITH ,1 1, >-1 BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- Generated by REScheck-Web Software OU IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. F��--i Z W HOUSEWRAP AND FLASHING, F-~ Compliance Certificate o U w W � WINDOW WITH HOUSEWRAP DETAIL w a o Project IOVINO HOUSE U a �D Energy Code: 2018 IECC O oN U Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1320 LITTLE PECONIC BAY BLVD CUTCHOGUE, NY cn N o m m v v U X O : . Y yK. . �:• I! J U Compliance: 0.0%Better Than Code Maximum UA: 122 Your UA: 122 Maximum SHGC: 0.40 Your SHGC: 0.33 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. N E 00 \ tSHO J11/2 Envelope Assemblies1 1/4 LAV. C a c a ate' F i rn in Ceiling 1: Flat Ceiling or Scissor Truss 365 30.0 0.0 0.035 13 N Q) Ceiling: Cathedral Ceiling 32 21.0 0.0 0.048 2 3 0 11/4 Wall: Wood Frame, 16" o.c. 764 19.0 0.0 0.060 41 2 C.O. Door: Solid Door(under 50%glazing) 0 0.300 0 I Window:Wood Frame 72 0.290 21 EMIR< W 3 SHGC: 0.33 F� Window 1:Wood Frame 4 0.270 1 SHGC: 0.34 U U Wall 1:Wood Frame, 16"o.c. 355 19.0 0.0 0.060 20 0 11/4 11/4 D 17 0.280 5 � 11/4 011/2 1 1/4 1 1/4 1 1/4 Door 1: Solid Door(under 50/D glazing) Window:Wood Frame 8 0.270 2 SINK SINK N 13° SHGC: 0.34 E=1111(1 N Floor:All-Wood Joist/Truss 397 21.0 0.0 0.044 17 [� 'w W.M. D.W. F.A.I. 94 BAH Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Lr REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, 11/20 11/20 2 rj C.O. I 2 3 1 1/4 1 1/4 I C.O. Name-Title Signature Date 114 3 3 L� SLOPE" 1/4" PER FOOT PITCH TO AProject Title: IOVINO HOUSE Report date: 06/10/21 SYSTEM 4"C.I. SEPTICC SYSTEM ) TRAP HOUSE Data filename: Page 1 of 1 ':l '� , t f DRAWN: MH/MS PLUMBING SCHEMATIC. ;�° SCALE: SCALE: NOT TO SCALE .OF '"�..,•�.,.�... •• 6/16/2022 SHEET NUMBER: A- 1 1 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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 • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 • 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 USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ffff---f �a-aa HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18gc. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC O F---I AW WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS VENTILAMAINTANTAITION WOOD JOIST • SIDEWALL FLASHING FOUNDATION - `' TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE — 2x4 LEDGER BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS 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 O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �..� INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ►-� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIONSOFFITED EAVE ^ AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30' 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWNI ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME PJ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O U W z z TOP PLATE GIRDER/HEADER O OUEll (� SIDE WALL FLASHING IST P-+ L7 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JO AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO x AS TO FORM DRAINAGE CHANNELS AND RAFTERS O a 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 ~ N U RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH M ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE D TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS NEOPREo TYP. CONC. FOUNDATION ^ CONC. SLAB r GASSKETNE '+%.` ' 2x6 /2x8 CONTINUOUS WOOD PLATE X C o 6 MIL. POLY V3 BOLTED TO STEEL BEAM WITH L 7� ^ v DAMPPROOF EXTERIOR \, GRANULAR FILL ° - `� ; I "6MIL. POLY ON EXTERIOR \. 1/2 DIA. BOLTS 48" O.C.o.c. STAG. r v r v STEEL COLUMN p O - x o cz A D \ C ROOF JAC K `� w V00 \ CONCC. . SLAB STEEL BEAM v u ' 'p - ° // I I r ^ o �'p `� ANCHOR BOLT EMBEDMENT: w° r a POURED CONCRETE: 7" V � I � COMPACT FILL .D , I 4" x 1/4" x 8" STEEL � � � � BLOCK WALL: 15" TOP AND BOTTOM PLATE x A ROOFING LAPS KEYWAY FOOTING D /� ° 4 ° p L r FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT � U r, a �'n !\ CONC. FTG. p Q'p G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT v� cn ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) � N G v p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT i I i 3" STEEL COLUMN W DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING W WHERE NEEDED FOR STRUCTURAL BRACING. H ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V r SUBFLOOR O I � CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE O JOIST N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM F" FOR BLOCKOUT 4" SLAB ` W/ 6X6 WMM M I I SLOPE P.T. PLATE ° 4"DRIVEWAY —J� NOTCH JOIST AND ADJUST HEIGHT U ` 1/2" AIR S ACE `� < I 7-7-< ° (WITH A NAILING PLATE IF NEEDED) AT END AND 4` " 7•p " ° ° o ° :a , °° ° o TO BE APROX. 1/2" OR HIGHER THAN x r - --=•---"-�---� r ES OF WOOD - I— I D�o D > �. n O �° u n STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ,p r Q a - D BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) _ ,i 6X6 W.W.M. "r r r " D o p II—I I— I I-11 -1I 12" o ,'D D D b n ° _ I p p 0 =LIII SUBFLOOR S `� MIN. p �'p ^'� o _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM D C" ° e „ D —I r c>' «,5�. ' •� t1 REINFORCING BAR • NOTCH EQUALS 1/4 DEPTH OF BEAM -11 e p n•D _ JOIST . D REINFORCING BAR c ° °' D I (� I DRAIN TILE �� � p s° SHEET METAL 30 FELT UNDER BEAM AT POINT IJI ' L• n s s STEEL BEAM �hjkt "`y' 'rti 12 OF CONTACT WITH CONCRETE OR CONC. BLOCKmA �^ s 1 PLATE (BOLTED TO B E, I ' A, 0 ° • ° 3 SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. y " d' '/ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: BEAM POCKET 'r. •��,.. �9 * JOB#: �a1R dE 6/16/2022 SHEET NUMBER: A- 1 2 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - 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. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE ej. I HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts M Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall Z RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. O LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD STAIR RAILING 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"c.c. W MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored RAFTER to girder(s). H 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. Z 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE �j TOP PLATE F–+ BALUSTERS O OPEN BALUSTER ATTACHED TO WALL WALL STUD RIM/DECK JOIST HANDRAIL NOTES: [� WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. ^ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR SHALL NOT'BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater 4" 6" RAFTER RT10 10 3/4"x 18ga.TYDOWN ANCHOR EACH RAFTERthan 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,CR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE ANEQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA.MAXIMUM inch within 7/8 inch below widest p rnf GIRDERHEADER profile.The required deh shall continue atleast 3/8 W O ►-•–� �' inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a O z W maximum of 2-3/4 inches. Edges shall have a minimum Fil O Z z JOIST POST/COLUMN ° ° o radius of 0.01 inches. U W ° o W Z w O m POST/COLUMN NAILING SCHEDULE x U GIRDER/HEADER ROOF SHEATHIN • O a �D JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMO EACH TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL o CEILING JOIST 8'WALL: 3-8d COMMO EACH `V °; 0 TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL mcu ° CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o ,� v ° ® STU co BEARING PLATE PARALLEL RAFTER WFCM SBC LAP NAIL O a- GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ° M OVER PARTITION WFCM-SBC LAP NAIL �+ ° - ACH FACE CU TO RA ECOLLAR IR ASW CM TABLE PER SBC 4 ND NAIL u ° WOOD JOIST BLOCKING EACH TOE 2 -8d COMMON -[ TO RAFTER END NAIL :z c' LEDGER I I ,' RIM BOARD EACH END U') U in 2 -16d COMMON I!t cc ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL N v WOOD JOISTV"�,'Y. 0 w WOOD JOIST WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER 2 -16d COMMO FACE NAIL � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION W I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERSTHE PROPER STEEL CONNECTOR. I OR BEAM 4-16d COMMO � IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL ,.., TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMO O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE 16d COMMON � FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL i I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END p[i1 N TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT u CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: x p16"oc MINIMUM (2)THRu- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES94 BOLTS QTY. SPACING PB44 POST a ' JOIST TO: PER TOE ANCHOR "dia. - - 4- 8d COMMO11, PIER . - ..-- - MINIM M , SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING o' ' p 16"TREAD 2x JOISTS °•° o ' o END NCE BRIDGING EACH TOE RADE •-°.q •' • ,o • .• 12 x12 x12 ' " �' TO JOIST 2-8d COMMO END NAIL • CONC.R SLAB '"> •o CONCRETE FOOTING BLOCKING EACH TOE , C BLOCKING FOR AAs REQ.) TO JOIST END NAIL 10 JOIST HANGER ,� " LAG BOLTS d s"dia , •� DECK PIER " 2-8d COMMO ''f'¢,�3 �� ff ✓ c' SILL OR TOP PLATE BLOCK NAIL 4'..- O o D CONC. PER PLAN BLOCKING TO: EACH TOE 3'-0 G 3 -16d COMMO b / c PIER HOLLOW COLUMN UPLIFT -► RIM JOIST/BD. o ' V� ° 9-' ltt G� ' - �, DRAWN: MH/MS n �^ 4 , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE �' :r r' DECK POST FTG. CONNECTION 3 16d COMMO INSTALL AS PER MANUFACTURES RECOMENDATIONS SCALE: TO BEAM JOIST NAIL +� �" j'�;5:.. LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE � 70B#: 6/16/2022 3 Sd COMMO r P+ 3i!f DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END , p 5,� SHEET NUMBER: TO JOIST 3 -16d COMMO JOIST NAIL •*' ' BAND JOIST TO: PER � "�•,��•QR -t�� � SILL OR TOP PLATE 2 16d COMMO FOOT TOE NA A- 13 REVISIONS: (J" ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 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 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER 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: DESIGN CRITERIA 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 CEILING JOIST 8'WALL: 3-8d COMMON EACH UNIFORM CODE 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 TO TOP PLATE 10 WALL: 4-8d COMMONJOIST g y p g g p p FRAMING ELEMENTS 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 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 NAIL DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 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 (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR LI 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 (LIGHT FRAME)WOOD WALLS 10 ATTICS WITH FIXED STAIRS EACH FACE meets current federal, state, county 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 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 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 EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) 0360 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 FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS (6"THICK) 85 (GYPSUM) U240 accordance with table 3.3. To RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS PL 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs (PLASTER,STUCCO) H/360 DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS BRITTLE FINISHES) H/240 ( ) TO RAFTER END NAIL ( V1 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 Z 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 NOTES ROOF GR 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 QTY. SPACING (GROUND SNOW LOAD 20 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 TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) P p p p g P p al TOP PLATE 2 ' 16d COMMON 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 w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 . 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE F..1 INTERSECTIONS 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. 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 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym.: Q HEADER TO 16" OCFACE SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. . . F-{ 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 16d COMMON SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. 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. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine untended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q LOAD HAZARDS 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL MPH Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO p 1 g JOIST TO: PER TOE 3 . Provide 1/2" expansion oint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - concrete or mason walls occurin In exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON masonry g 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 new concrete walls being attached 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. .. Use approved epoxy for installation. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. TO JOIST 2- 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: 3- 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD w 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 • 16d COMMONQ O 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST NAIL pa >1 NOTES JOIST ON LEDGER z DECK AND COVERED PORCH NOTES: 3 - 8d COMMON PER TOE ►-y 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z 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 U W the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMON w TO JOIST JOIST I NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, a BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W �W-1 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. 2- 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 U Girders on concrete piers shall be anchored with proper steel connectors anchored E-' H FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F SH EAT IN 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 a For framing members with <0.42<G<0.49, the nail spacing shall bereduced to 6 inches o.c. �"� N U 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. 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. 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 1N THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING g g SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE Sd COMMON @ 6" O.C. d COMMON @ 12" O.C. where needed. NOTE: 2 FOR PANEL FIELD Cn `�' 4). Unless otherwise noted all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE d, o ( ) g• 5d COOLERS m v Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 °,s •'~ 6). Concrete piers shall be a minimum 6" above grade. o '0 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: 0, v 0 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 0 -' x o U 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL and blocking;where applicable. to girder(s). JOINT DESCRIPTION Q-Iy SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. z � � 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 GA 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall CZ U ' anchors where applicable to all connecting joists. PLUMBING NOTES be used. � � ^ 7/16" OSB 6d COMMON3" O.C. EDGE U 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 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N r v Floors to have ceramic tile 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. .0 w on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD c� 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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 JOINT DESCRIPTION cn 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � w state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 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. l HVAC SYSTEM NOTES sd COMMONU 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 p under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblockin shall be provided to cut off all concealed draft openings g P (both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation 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. ,VI needed. 2 HVAC subcontractor is to full dinate all s stem data and uiith the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. )• suconracy coory re qrements w 1).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 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathingfeet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ` ' CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 . �p�!'at�l on-center at the panel edge. If wall sheathing V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 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, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. s 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 manufactures instructions. such as shear plates, Shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 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 'I fl d TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION ti i thi h ll When wall sheathing s continuous over connected . flame and products of combustion. N 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). � ::' to have regular 1/2" sheetrock.All walls to be taped and finished. 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. c iy^[# "Cr 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. �" ,� �^°i�-y� 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ��. � ', v ; � 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 , �� E i? �► torch down type material over. and R315 of IRC. � 4 � �•� �`''�� �� >' f DRAWN: MH/MS i r� SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ( (�+. JOB#: be installed with a foam sillasket and co r-tex termite shield or roved equal. OR APPROVED EQUAL. INSTALL WITH CAP "x,,' (�' .,� g P- P P q � d f 6/16/2022 AND BASES.USE WITH FLASHING CAPS TO COVER TOP �w� r .�8 *' SHEET NUMBER: A- 14