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HomeMy WebLinkAbout48055-Z ¢ o�OS�Ffo1KoOG Town of Southold 7/1/2023 P.O.Box 1179 co 53095 Main Rd oy o� 'f Southold,New York 11971 �'7rnirt� CERTIFICATE OF OCCUPANCY No: 44232 Date: 7/1/2023 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 185 Riley Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/25/2022 pursuant to which Building Permit No. 48055 dated 7/12/2022 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: "as built"alterations to existing single-family dwelling(east dwelling)as applied for. The certificate is issued to R&T Realtors LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48055 6/21/2023 PLUMBERS CERTIFICATION DATED 6/21/2023 ark A riz 9 gnature i " TOWN OF SOUTHOLD ��gUFFdI,��y G BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48055 Date: 7/12/2022 Permission is hereby granted to: Prostamo, Anthony 185 Riley Ave Mattituck, NY 11952 To: legalize "as built" alterations to existing single-family dwelling (east dwelling) as applied for. Additional certification may be required. At premises located at: 185 Riley Ave., Mattituck SCTM #473889 Sec/Block/Lot# 143.4-29 Pursuant to application dated 4/25/2022 and approved by the Building Inspector. To expire on 1/11/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,016.00 CO-ALTERATION TO DWELLING $50.00 Total: $1,066.00 Building Inspector pf SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devline-town.southold.ny.us Southold,NY 11971-0959 �yOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Riadh Mejrissi Address: 195 Riley Ave city:Mattituck st: New York zip: 11952 Building Permit#: 48055 Section: 143 Block: 4 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AMP Electrical Electrician: Casmir DeRaveneire License No: 42538 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: 1 story house Inspector Signature: Date: June 21, 2023 If 195 riley ave o��p�SOUT�O: Town Hall Annex Telephone(631)765-1802 Fax(631)765-9502 54375 Main Road P.O.Box 1179 G ' Southold,NY 11971-0959 - BUILDING DEPARTMENT TOWN OF SOUTHOLD CIE )EtUE. ICAT10N Date: Building Permit No. ( A O� � o Owner: 00, (Please p Plumber: Imo— ---- - -- - - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumb Signature) Sworn to before me this _ day of 5U&I 20_Z_. �� y\ �,f.�CJ J�0/`••' dry o��•Go��Iolk NOTgRyy Nor Notary Public, comty s o o PUBLIC �N�°��0 71629050ry e' e°°O°As OF EVEW u °j�+dtaaeaseee►`o°BSA ho�aOE SOUTbo� # f TOWN OF OUTHOLD BUILDING DEPT. �ycouto, 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: lyv,,Il-e , PVt I A. 1 A� �'2ON 4a cs c,:4lvlY-- l4e o l��11 �� o� 9, Ah c,gla el DATE 129 INSPECTOR vof sou oy�0 Tho . * # TOWN OF SOUTHOLD BUILDING DEPT. co 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 Y REMARKS: ti --�• w o v S �/ DATE l O ? INSPECTOR OF SOUTyo� - vv TOWN OF SOUTHOLD BUILDING DEPT. `y^Ou631-765-1802 INSPECT N [ ] 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 [ ] RENT REM �> wv Rvop C-l/ oe- N-� DATE INSPECTOR --- * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] NDATION 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 RENARKS: DATE l ?17 INSPECTO / OE SOUTyO� w V vi - - �S TOWN OF SOOT OLD B ILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR f� w(�I-)v v 9� Ll VV :G�� DATE17 INSPECTOR q$p �o # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COD IOLATI [ ] PRE C/O [ ] RENTAL R KS: d- DATE L INSPECTOR � a SOGIy� ��D V �� (,e f # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [)Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �or clna,�t, k Qry 10 Di Wa ti n�ee�l5 boy o" w j�k Gf-j Drotec+iolA Sfvw w� (n �di e-&A ou, t �7ro VV+ - � hoU6C0 pjr ref DATE INSPECTOR OFSOUIyo� - # # TON OF SOUTHOLD BUILDING DOT. N � `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: QA con DATE /25 INSPECTOR o��OF SOUTyOI4 - h O # # TOWN OF SOUTHOLD I&IIJILDING DEPT. cou631-765-1802 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 r 1 .4e 4JM2 1RCkITECTURE7 2410 North Ocean Avenue,Suite 300 Farmingville, New York 11738 T. (631)320-3305 F. (631)320-3307 June 27,2022 Amanda Nunemaker Building Permits Examiner Southold Town Building Department 54375 NY-25, Southold, NY 11971 Subject: 185 Riley Avenue, Mattituck Bedrooms Egress To Whom It May Concern, JM2 Architecture conducted a site visit on April 19, 2022 to prepare plans of the ongoing construction at the two cottages"West" &"East" at 185 Riley Avenue, Mattituck. During the site visit, it was noted there were two bedrooms planned which did not have adequate egress. In order to meet the latest NYS Residential Code &all other local codes, bedroom 2 in the West Cottage and bedroom 2 in the East Cottage will each have a 30"x 52" double hung window installed for egress purposes.The floor plan for each cottage notes these windows accordingly. If you have any questions or need further information please do not hesitate to call me at the number listed above. Very truly yours, JM2 Architecture P.C. Dominic Arresta,AIA FIELD INSPECTION REPORT DATE COMMENTS fo FOUNDATION (1ST) vt S n /K a�` Vp o� — s WzdtS Q w FOUNDATION (2ND) J z 7`-- OY � y ROUGH FRAMING& PLUMBING tc9✓ D 70 w vhGAU Et r INSULATION PER N.Y. G k-C Ak H STATE ENERGY CODE r t .- FINAL ADDITIONAL COMMENTS A Zz �� 3D3z 2 S 2 '6' o r o .y O z ti x x d b o�oSueFoc��oG TOWN OF SOUTHOLD-BUILDING DEPARTMENT s2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�,o• �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. 'Where the Applicant is not the own_er,an Owner's Authorization form(Page 2)shall be completed. 10 g0U4 Of Date: O q 2 S- OWNER(S).OF PROPERTY: Name: —,� Reet��/b� C• SCTM #1000- I4 —4-2-9 Project Address: t& Z Phone#: i 3 6-91 Email: \ AA- Mailing Address: tA CONTACT PERSON:I Name: �� e,N Mailing Address: , Phone#: !� I '� ® Email: p d krVI_Y VA- DESIGN PROFESSIONAL INFORMATION:, Name: Mailing Address: Z 4(0 OcFr,,n Ave . 51/11'h 300 1173e Phone#: CV732D-3 3o S Email: J a ,, c/ V mraifPc:fure.CO CONTRACTOR INFORMATION: Name: Mailing Address: e � Phone#: E il: Cc?I'voS -,, CO VVI . DESCRIPTION OF PROPOSED CONSTRUCTION _ . :- ❑New Structure ❑Additigqn !,JAteration CRepair ❑Demolition Estimated Cost oroject: ❑Other dL-W ['17 $ (6s0oo Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 2No 1 PROPERTY INFORMATION Existing use of property: �?Surd 61 / Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes WNo IF YES, PROVIDE A COPY. El Check-Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code: APPLICATION.IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone _.Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,.Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit-authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as it Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ^I" ❑Authorized Agent [4 Owner Signature of Applicant: _ Date: STATE OF NEW YORK) SS: COUNTY OF ) aI k M being duly sworn, deposes and says that(s)he is the applicant (Name of in signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 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 e✓" day of /�/�2/ , 20 Notary Public JOSEPH TURNER Y PUBLIC»STATE OF NEW YORK PROPERTY OWNER AUTHORIZ NT gistrationNo.OlTU6392186 (Where the applicant is not the o ner) Qualified in Suffolk Cou y My Commission Expires: �v I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S�FFOt,�- Bt1LDING DEPARTMENT- Electrical Inspector �4�� COGS �OV (j 2022 a TOWN OF SOUTHOLD Town H@4Annex - 54375 Main Road - PO Box 1179 o ae • x1- Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownn ..gov — seand cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:ODVe, Company Name: pfle y-' Electrician's Name: G License No.: Elec. email: S'�'t�UGOI vh lDe�eG� (ry W��.cil Elec. Phone No: C[J 1 request an email copy of Certificate of Compliance Elec. Address.: I e- _� � JOB SITE INFORMATION (All Information Required) Name: 12 s CIL Mcf b Address: �. Cross Street: �� AA Phone No.: Si Je Bldg.Permit#: email: p t . s m ,cow Tax Map District: 1,000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In 21 Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y" AFD ;BUILDING DEPARTMENT- Electrical Inspector ` TOWN OF SOUTHOLD - Town .Hall Annex 54375 Main Road PO Box 1179 Southold, New York 1197170959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.gov seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION; ELECTRICIAN INFORMATION (All Information Required) Date: D&L 5 ,2 Company Name: Electrician's Name: r �1 t� -- License No.: �. ��`� Elec. ail: .trL Elec. Phone No: � � I request an email copy of Certificate of Compliance Elec. Address.: J L%66-- ErjA e,► L JOB SITE INFORMATION y(All Information Required) 5 Name: Address: U' Cross Street: t� ; Phone No.: H 0 4 Bldg.Permit#: �- � �_ email: Tax Map District: 1000 Section: f �j Block: Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQ ARE FOOTAGE (Please Print Clearly): Square Footage-71: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough In iri I �z. Do you need a Temp Certificate?: YES.❑ NO Issued On Temp Information: (All information.required) Service Sizer-11 Ph 3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y. FIN . Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches76. Outlets GFI's Surface. �. Sconces HH's UC Lts Fans Fridge HW ExhaustOven / W/D Smokes 3 DW Mini (��/j Carbon Micro "Vv Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used ,.Special: 5 Comments eLlt ? � 4 koa T fi 116 Je l e-. oaf Qis�/l,Was�er , roe "o t I i Lt NO. U f- 78$101 r 1." . 1 i 260,00- 1-s „ .r. v�• Lit .►-s,.•s IA•� t?► _ � . • �.ry �'.. V1 A • G c^ x h 0 • M 1 Jo -� .. AV 4w ;' _.:,•. < REVISIONS ' S woD3I •LEY' I tOUNG .� YOUt�.Gi (� 400 OSTRANDER AVENU , RIVERHEAD. NEW YORK ALDgN W.YOUNG � HOWARD W. YOUNG '�'4 W " t•ROI[ff 10NAL,.611141N1194 AND "•• � LAND fURVEYQR LAND SURY[YOR.N.Y.1.LSC.110• IU#g NTS_LSC. N0.414193 I .suj� Icok. - °• ._. URII11ITirORliEOTERAT1011'OR AODITIOl1 TO ;1:'• �;` -''.�'''��.'`... . TWS 71"TT NEW Y18 ORK r EDUCATION SAT C'1i.. N, P MOLLAOGLU &ftSTr-,iI KAVAF NOTE= t'A!Oh�IIAlENT._�'� LOT MAIR OF GIMIRGE H., WILLIAM T. CORES Of THIS SURVEY MAP MOT BE44,n6 ��Of NE>Y r, LEY 11 SU30/V/S/ON mAPF/� /N ED THE OFFICE THE LAND w1 RVCMWS 11400 SEAL OR Y OF TME CLERK 4W SUFF01x CQLUVT y ON "1100tD SCAT SMALL MLT K CORSIOEREO R 4�/Yj w y�R4 TO 41E A VALID TRUE COP-e. r FAT GLIA �MOv.PI92B�fS A/AP NO. /85 _ 1TT1 11L'`#C "` cua >r- e� i ���Ea:o, SKALLL RWI Q*u—TD aSJh FCR, •11JM TME CFT 'DR ,A*G )n 1414 9EMALF cr71 ' ' '+vrli�TZ TM7< T-tLE CCM?ANY,GOvEitNYENTALSaENC! A"WLEN01N6 IMST`TUTrON LISTEDhEREON•4NE TO TME AS31tAEES Of TMESUI=mLENDING lk$TITUTION GUAaANTEES ARE ..--__ '+T. s•* �. _ Jfi/ _ 5 71, 6 ft Suffolk County Department of Labor, Licensing (-Pk f el -4 c Consumer Affairs r V IAI R A S N I I I N I R I A I I I f G!f NVA Y X I I A U 111 1,%UG 1--',N,L W Y 0 R K 11758 'q DATE JSSj,.T- Nc). 11 1-63 1 26 w9; AM St'TrOLK COUNTY Home Improvement Contractor License 3, -W ROBERTO RODRIGUEZ R, doi!ig bij,mcss a: TICOS BROS BUILDERS 111\(: lolh it,.acco7dav-ze\kith ar,�,jubjcct w pro%isions ofapplica'Me 1111c, Coula"k"SUIT01k.S'XC0,'N"% Yorl.is hcreW!CV!��d to conduci ims:r,Lj;s T JRAC]"OR-in the NO 11) 11 liot I MIA M PAR I' r A N;D URIMN I k'*CAMS Frank Nardelli F. ,acoRo® CERTIFICATE OF LIABILITY INSURANCE DATE(MMOD/YYYY) 04/25/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVEL OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURA CE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND T E CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an DITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to th terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Insurance Center 40 Marcus Drive 3rd Floor (ACNE t, (631) 390-9700 AIC No: 631) 390-9790 3rd Floor Melville NY 11747 ADDRESS: msmaertscm@epicbrokers.com INSURERS AFFORDING COVERAGE NAIC q INSURER A:ADMIRAL INSURANCE COMPANY 24856 INSURED Ticos Bros Builders II Inc. INSURER B:MOUNT HAWLEY INSURANCE COMPANY 37974 INSURER C: 9 Seaside Ave INSURER D: Hampton Bays NY 11946 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 5202 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF 11 SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIR :MENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERT IN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF.SUCH POLIC ES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 "AGE ToRENTED CLAIMS-MADE Fx-1 OCCUR CA000042366 06/23/2021 06/23/2022 PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'LAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY a JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Empl Benefits Liab $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea ac.cldent ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY AUTOS ONLY AUTOS (Per accident) $ HIRED NON-OWNED PROPERTYDAMAGE AUTOS ONLY AUTOS ONLY Per accident) $ B UMBRELLA LIAO X OCCUR MXL0435542 02/01/2022 06/23/2022 EACH OCCURRENCE $ 3,000,000 X EXCESS UAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ERS ANYPROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBEREXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Rd AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 P/s ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) Tfi e ACORD name and logo are registered marks of ACORD Page 1 of 1 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE �. •Aw .D ^^^A"^ 820948510 TICOS BROSS BUILDERS II INC 9 SEASIDE AVE . ■ HAMPTON BAYS NY 11946 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER TICOS BROSS BUILDERS II INCTOWN OF SOUTHOLD BUILDING DEPA 9 SEASIDE AVE PO BOX 1179 HAMPTON BAYS NY 11946 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12284343-7 848399 08/01/2021 TO 08/01/2022 4/25/2022 THIS IS TO CERTIFY THAT THE FYIOLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2 84 343-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UN ER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO TH POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFIC1kTIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICA E,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER C1 AIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ROBERTO R DRIGUEZ TICOS BROS 3 BUILDERS II INC (A ONE PERE ON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 16015059 U-26.3 NOw Compensation CERTIFICATE OF INSURANCE COVERAGE 5TA7E Compensation Board DIS BILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured TICOS BROS BUILDERS II, INC. 15 CANAL ROAD 5169017091 HAMPTON BAYS, NY 11946 Work Location of Insured(only required if cot erage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New Yorl(State,i.e.,wrap-tiPolicy) or Social Security Number 82-0948510 2.Name and Address of Entity Requesting 3roof of Coverage 3a.Name of Insurance Carrier (Entity Bein Listed as the Certificate Holder) Town of Southold Building Department Standard Security Life Insurance Company of New York Town Hall Annex 54375 Mai ri Road 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 R18944-000 Southhold, NY 11971 3c.Policy effective period 3/27/2018 to 4/24/2023 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: RX 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 a 1 authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Fam ly Leave Benefits insurance coverage as desc' d above. Date Signed 4/25/2022 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR—DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Allent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C 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 mailed for completion to the Workers'Compensation Board, Plans Acceptarice Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by he NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave E enefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licens d 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-920.9. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10.17) 111111111 1111111 iiiisiiiio0iiiiiiiisiiiiiiiiiiiiisiiisiii Additional Instructions for Form D13-120.1 By signing this form, the insurance oarrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The lhsurancE Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify th above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpaym Drit of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise, th s 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 matte 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 evic ence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits 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 certif cate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York Ste to Disability and Paid Family Leave Benefits Law. DISABI ITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipa department, board, commission or office authorized or required by law to issue any permit for or in connection with any, ork involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and a er January first, two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection wiff any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly 5ubscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits an I after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as rovided by this article. DB-120.1 (10.17)Reverse Generated by REScheck-Web Software Compliance Certificate Project 185 Riley Avenue, East 5 Energy Code: 2018 IECC JUL 2022 10 Location: Mattituck, New York BUILDING uci'I: Construction Type: Single-family TOWN OF SOUTHOLD Project Type: Alteration Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 185 Riley Avenue Riadh Mejrissi John Mahler Mattituck, NY 11952 R&T Realtors LLC JM2 Architecture, P.C. 43 Maplewood Avenue 2410 North Ocean Ave.Suite#300 Selden, NY 11784 Farmingville, NY 11738 917-340-3613 5165109161 riadlmjs@hotmail.com John@jm2architecture.com • • • prescripequirements,for • • o Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Prop. or UA UA Ceiling: Cathedral Ceiling 954 36.8 3.6 0.026 0.026 25 25 Wall: Wood Frame, 16"o.c. 917 24.5 0.0 0.053 0.060 49 55 Floor: All-Wood Joist/Truss 777 19.0 0.0 0.047 0.047 37 37 Window: Wood Frame 99 0.320 0.320 32 32 SHGC: 0.33 Door: Solid Door(under 50%glazing) 35 0.320 0.320 11 11 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 REScheck Version : REScheck-Web and to comply with the mandatory requirem nts listed in the REScheck Inspection Checklist. Jon %kitr- pnlrncllad "7-3—Z?_ Name-Title Signature Date Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified " Field Verified # " Pre-Inspection/Plan Review Complies? Comments/Assumptions :I & Re D Value Value 103.1, 'Construction drawings and :" "`= `""` ❑Complies ;Requirement will be met. 103.2 documentation demonstrate _ ` [PR1]1 'energy code compliance for the ❑Does Not P -_ �., '; ❑Not Observable ; building envelope.Thermal envelope represented on ;} ❑Not Applicable construction documents. g 103.1, !construction drawings and y'" :. `" '_° g "`3" ❑Com :Requirement will be met. lies :sx-f: ::. vr.:. P 103.2, documentation demonstrate & . ❑Does Not 403.7 !.energy code compliance for " [PR3]1 ;lighting and mechanical systems g Y ❑Not Observable ; !Systems serving multiple . g ❑Not Applicable ?dwelling units must demonstrate compliance with the IECC ,. n !Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 ` on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ; ❑Not Observable Btu/hr Btu/hr ;❑Not Applicable ; approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 2 of 9 Section , # Foundation Inspection - Complies? -Comments/Assumptions &.Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ;❑Does Not } and extends a minimum of 6 in. below grade. :❑Not Observable ❑Not Applicable 403.9 - ' Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. ;❑Does Not 10R, UNot Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 3 of 9 Section Plans Verified . Field Verified # Framing/Rough-In Inspection Complies? _ Comments/Assumptions & Req.ID Value Value 402.1.1, !Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I !❑Does Not table for values. [FRl]1 ❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not table for values. 402.3.3, EI Not Observable [F0R2]1 ;❑Not Applicable 303.1.3 I U-factors of fenestration products ;` •J. :tib ="' F, .; ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance = ❑Does Not with the NFRC test procedure or z .. ❑Not Observable !taken from the default table. [ []Not A ].. _ pplicable ` `"`` ❑Complies ;Requirement will be met. 402.4.1.1 ,Air barrier and thermal barrier rya.. . ..- [FR23]1 installed per manufacturer's ` []Does Not instructions. ' ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built `` h=_:> .: >-== ' = ❑Com lies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting I _ r F. _ []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 PC i;� g'' ❑Not Observable I or has infiltration rates per NFRC ' 1400 that do not exceed code ` ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures >-_= .,:•. ,_. ,- ;.-£ ❑Complies !Requirement will be met. [FRl6]2 sealed at housing/interior finish r ❑Does Not and labeled to indicate:52.0 cfm . . h. .v -, ❑Not Observable leakage at 75 Pa. {M -: ,._ ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics - fE ❑Complies :Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not !completely inside the ! ❑No >= 3 inches in diameter and >_ � :building envelop e. = t Observable R-6 where < 3 inches.Supply and !return ducts in other portions A rtions ofg# ADD ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 i boxes are sealed with ❑Does Not ;joints/seams compliant with `International Mechanical Code or = []Not Observable ! `International Residential Code, as ' ," ❑Not Applicable ; v =, applicable. 403.3.5. '!Building cavities are not used as '` � ❑Complies ;Requirement will be met. [FR15]3 . ;ducts or plenums, la r f ❑Does Not []Not Observable - ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids ; ;❑Does Not ! below 55 QF are insulated to?R- ; ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC -}:- • > , ❑Complies ;Requirement will be met. FR24 1 °. [ ] ,piping. 's []Does Not ; = ' ~ ' []Not Observable 'gib% f =s f ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- t R ;❑Complies ;Requirement will be met. [FR18]2 "" >R-3. ;❑Does Not '❑Not Observable ' :[:]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-In"Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are i, ❑Complies !Requirement will be met. [FR19]2 3 installed on all outdoor air " ❑Does Not intakes and exhausts. ; ❑Not Observable ;. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 5 of 9 Section Plans Verified.' Field Verified # Insulation Inspection Value Value Complies?' Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled F" ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values " ' ❑Does Not provided. 141 ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood '❑ Wood '❑Does Not ;table for values. i [ 1]1 ;❑ Steel ❑ Steel :[--]Not Observable ❑Not Applicable 303.2, 'Floor insulation installed per t ,: ❑Complies ;Requirement will be met. 402.2.8 !manufacturer's instructions and #'`=4- ❑Does Not [IN2]1 !in substantial contact with the y ❑Not Observable underside of the subfloor, or floor ., !framing cavity insulation is in ".. . . _ ❑Not Applicable ; contact with the top side of Isheathing, or continuous insulation is installed on the ;underside of floor framing and !extends from the bottom to the n I stop of all perimeter floor framing :."::.xa..¢ I members. ; 402.1.1, 1 Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1A of the ❑ Wood ;❑ Wood ;❑Does Not �table for values. 402.2.6 ;wall insulation on the wall 1 E] mass E] mass :❑Not Observable [IN3]1 !exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable ' requirement applies (FR10). 1 1 Pp 1 1 I 1 303.2 ;Wall insulation is installed per ;: ,t .r__ " ,-£ ❑Complies :Requirement will be met. [IN4]1 !manufacturer's instructions. <. ".'," <.`: .-`. ;' ❑ Does Not ❑Not Observable F: „ • ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2-1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 6 of 9 Section Plans Verified, Field Verified # FinalInspection'Provisions Value ..Value Complies? Comments/Assumptions & Req.l® 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood '❑ Wood '❑Does Not ;table for values. 402.2.2, ; 402.2.6 ; ❑ Steel ❑ Steel ❑Not Observable [Fill' I❑Not Applicable , 303.1.1.1,!Ceiling insulation installed per `" ❑Complies ;Requirement will be met. 303.2 I manufacturer's instructions. j $, ❑Does Not [FI2]1 ;Blown insulation marked every ❑ 300 ftz. Not Observable f ❑Not Applicable ; 402.2.3 Vented attics with air permeable . ` 5` ❑Complies ;Exception: Requirement is <,____ [F112212 insulation include baffle adjacent y= •ax=_=== ❑Does Not not applicable. to soffit and eave vents that . - )extends over insulation. ❑Not Observable � -� �== s�~�: -£ �=�� , ,:. -_ ❑Not Applicable 402.2.4 (Attic access hatch and door R- R- :❑Complies ;Requirement will be met. [FI311 !insulation >_R-value of the ; ❑Does Not ;adjacent assembly. i :❑Not Observable ; I ;❑Not Applicable 402.4.1.2 j Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 l ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; j ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 I❑Complies ;Exception: Requirement is [FI27]1 !determine air leakage with ftz ftz ;❑Does Not not applicable. either: Rough-in test:Total leakage measured with a :❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable !w.g. across the system including !the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system I including the manufacturer's air I handler enclosure. 403.3.4 !Duct tightness test result of<=4 ; cfm/100 ; cfm/100 I❑Complies ;Exception: Requirement is [FI4]1 I cfm/100 ft2 across the system or ; ftz I ft2 T❑Does Not not applicable. i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; ;❑Not Observable nests,verification may need to ,❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ``-,;: : ffi -, . -.<£ ❑Complies Requirement will be met. o :.. ... . . ,s.. :. ...:; [F12411 by manufacturer at<=2%of ❑Does Not design air flow. b . � ❑Not Observable ❑Not APP licable .403.1.1 J Programmable thermostats . :-= ❑Complies ,Requirement will be met. Q - $ [1719]Z A installed for control of primary ❑Does Not ;heating and cooling systems and y.. `. ❑Not Observable initialcode specifications.ec fset bet onsufacturer to ti= ❑Not Applicable P t.; 403.1.2 . ,Heat pump thermostat installed - .� �.�j:s �.; _❑Complies ;Requirement will be met. [FI10]2 I on heat pumps. ❑Does Not .s []Not Observable " ❑Not Applicable 403.5.1 Circulating service hot water _sa = ❑Complies :Requirement will be met. I [Flll]z systems have automatic or _ $ � ❑Does Not , accessible manual controls. - ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 7 of 9 Section Plans Verified_ - Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1• All mechanical ventilation system= ❑Complies !Requirement will be met. [F125]2 fans not part of testedand listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table = R403.6.1. a ❑Not Applicable ; 4 .2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. 03 [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor [ ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. (F128]2, have a circulation pump.The l : ❑Does Not system return pipe is a dedicated .. .<_ ` return pipe or a cold water su I ]Not Observable P P PP Y. . ".,..n., . pipe. Gravity and thermos- - ❑Not Applicable ; syphon circulation systems are . not present. Controls for circulating hot water system pumps start the pump with signal K, , for hot water demand within the t. occupancy. Controls s' automatically turn off the pump when water is in circulation loop is at set-point temperature and . no demand for hot water exists. 403.5.1.2 Electric heat trace systems []Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically `: ❑Not Observable ; adjust the energy input to the . heat tracingto maintain the ` []Not Applicable )-, desired water temperature in the ; piping. 403.5.2 Demand recirculation water ❑Complies :Exception: Requirement is .[F130]2 systems have controls that []Does Not 1 not applicable. manage operation of the pump V and limit the temperature of the . :, []Not Observable ,,`. . ;r water entering the cold water ❑Not Applicable j piping to <= 1049F. 403.5.4 Drain water heat recovery units : ❑Complies ;Exception: Requirement is [F131]2- tested in accordance with CSA []Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat E ❑Not Observable ; recovery units < 3 psi for '"` []Not Applicable ; individual units connected to one or two showers. Potable water- P': ; side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 Ifixtures have high efficacy lamps.`W ❑Does Not ❑Not Observable ' - -]Not Applicable 404.1.1 Fuel gas lighting systems have [ fA :: ry ❑Complies ;Exception: Requirement is [FI23]3" E no continuous pilot light. ``, ❑Does Not 1 not applicable. v v ❑Not Observable , a ❑Not Applicable Complies ;.Requirement will be met. 401.3 Compliance certificate posted. p q [FI7]2 z e❑ Does Not ; ❑Not Observable ; .. _ ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 8 of 9 Section Plans Verified"' Field Verified # - Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 I Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 J mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, East Report date: 07/05/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate BRating, Above-Grade Wall 24.50 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 40.35 Ductwork (unconditioned spaces): Dee eFactor Window 0.32 0.33 Door 0.32 Cooling, o e Heating System• Cooling System: Water Heater: Name: Date: Comments CON 5T RU CT I 0 N NOTES Architect of Record: A.GENERAL I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL JM2 EXISTING ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2022 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION, 4RC I T E C T U R E P c 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. JM2 ARCHITECTURE,PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD, 2410 NORTH OCEAN AVENUE 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320,3305 FI 631.320.3307 GENEID RAL FOUNDATION /CONCRETE NOTES Applicant: RtT Realtors LLC/Riadh Mejrissi MISCELLANEOUS: 43 Maplewood Avenue, Selden,NY, 11784 • THE STRUCTURE AND ITS SEVERAL PARTS HAVE BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS,MEANS, PROCEDURES,AND (917)340-6313 5EQUENCE5 OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFE WORKING CONDITIONS AND MAINTAIN THE INTEGRITY OF THE STRUCTURE DURING ALL STAGES OF CONSTRUCTION. THE ADEQUACY OF THE Architect of Record: DE51GN OF TEMPORARY BRACING,SHORING,ETC. 15 THE CONTRACTOR'S RESPONSIBILITY. JM2 Architecture,PC • IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT 2410 North Ocean Ave.Suite 300 THE ARCHITECT PRIOR TO CONTINUING WITH CONSTRUCTION. Farmingvwlle,NY 11738 • THE BRACING DESIGN FOR MASONRY WALL515 THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY BRACING FOR WALLS SHALL BE (631)320-3305 ADEQUATE TO RESIST THE FORCES IMPOSED DURING CONSTRUCTION. BRACING FOR A WALL SHALL NOT BE REMOVED UNTIL ALL SUPPORTING LEVELS OR UNITS HAVE BEEN ERECTED AND THE CONCRETE OF THE SUPPORTING LEVELS HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH(PC). IN THE Structural Engineer: CASE OF WALLS SUPPORTING SOIL,THE BRACES SHALL ADDITIONALLY REMAIN IN PLACE UNTIL THE BACKFILLING PROCEDURES HAVE BEEN COMPLETED, FOUNDATIONS: • FOUNDATION EXCAVATIONS SHALL BE MADE TO PLAN ELEVATIONS, FOUNDATIONS ARE TO BEAR ON FIRM, UNDISTURBED SOIL. WHERE UNACCEPTABLE SOILS OCCUR, EXCAVATE AND REPLACE WITH AN ACCEPTABLE ENGINEERED FILL OR LOWER THE BOTTOM OF THE FOOTING TO AN ACCEPTABLE ELEVATION. MEP Engineer: • ASSUMED DE51GN NET SOIL PRESSURES: SPREAD FOOTINGS: 1,500 PSF CONTINUOUS WALL FOOTINGS: 1,500 PSF CONCRETE: Surveyor: NOTE:ALL FRAMING ON FOUNDATION PLAN IS ASSUMED MUST BE VERIFIED IN THE FIELD IF EXISTING. REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI Young t Young CRAWL SPACE WAS NOT ACCESSIBLE PRIOR TO THE START OF WORK;CONTRACTOR SHALL FIELD VERIFY 318). 400 Ostrander Ave, ASSUMED EXISTING GIRDER LINE t CONDITION/SIZES OF EXISTING GIRDERS AND REPORT FINDINGS TO MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE"SPECIFICATIONS FOR STRUCTURAL CONCRETE Riverhead,NY 11901 ARCHITECT IF CONDITIONS DIFFER FROM ASSUMED.ALL ROTTED AND OR SUBSTANDARD SIZED GIRDERS FOR BUILDINGS"(ACI 301). (631)727-2303 SHALL BE REPLACE.MAINTAIN MINIMUM 18"CLEAR HEIGHT FROM CRAWL SPACE GRADE TO BOTTOM OF CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO GIRDER REMOVE EXCESS 5011_5 AS REQUIRED.ALL GIRDERS:L 51LLL PLATES TO BE CCA LUMBER ASTM C33,TYPE I PORTLAND CEMENT CONFORMING TO ASTM C 150,AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH(FC)AT 28 DAYS: FOOTINGS AND MATS: 3,500 P51 Project Name FOUNDATION WALLS AND GRADE BEAMS: 3,500 P51 12"PC FOUNDATION TRENCH FOOTING SLABS-ON-GRADE: 3,500 P51(700 P51 FLEXURAL) 185 Kiley Ave PROPOSED 12"PC FOUNDATION TRENCH W/(2 I)#5 TOP BRETAINING WALLS,CURBS,SIDEWALKS BOTTOM PROVIDE AND SLABS EXPOSED TO DE-ICERS: 4,000 PSI(G% +/- I%ENTRAINED AIR BY VOLUME) EXISTING STAIRS 4 FOOTING/FOUNDATION WALL W/(21)#5 TOP 5/8"0 A.B. @32"O.C.t @ 6"TO 12" CONCRETE(FLOWABLE FILL OR LEAN CONCRETE)USED AS FILL UNDER FOOTINGS OR AS BACKFILL BEHIND WALLS SHALL CONSIST OF NATURAL SAND FINE BILCO DOOR it BOTTOM PROVIDE 5/8"DIA.A.B. @32" FROM SILL PL ENDS t CORNERS AGGREGATE,TYPE I PORTLAND CEMENT CONFORMING ASTM C 150(50 POUNDS MINIMUM),AND TYPE C OR F FLY ASH,AND HAVE A COMPRESSIVE 14' 4 I/2" O.C. +f 6"TO 12"FROM SILL PL ENDS PROVIDE 3"x 3"x 8"THICK SQUARE Project Address @ B C D STRENGTH (FC)AT 28 DAYS OF 75 PSI. A B o C CORNERS PROVIDE 3"x 3"x 8"THICK WASHER if NUT @ EVERY A.B. • CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C39. COPIES OF THE TEST RESULTS SHALL BE 18 5 Kiley Avenue, SQUARE WASHER it NUT @ EVERY A.B. FORWARDED DIRECTLY TO THE ARCHITECT, ONE SET OF SPECIMENS SHALL BE TAKEN FOR EACH DAY'S POUR OF APPRECIABLE SIZE AND FOR EACH 100 C5V C5V CUBIC YARDS IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C31. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS L CSV . CSV A `:° " " TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING. M a ttI tU CIC, NY 11952 a ° ' ° ° ° _ a• CONCRETE FLEXURAL STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C78. COPIES OF THE TEST RE5ULT5 SHALL BE FORWARDED UP D 2' 0" 2'-0" ° DIRECTLY TO THE ARCHITECT, ONE SET OF SPECIMENS SHALL BE TAKEN FOR EACH DAY'S SLAB POUR OF APPRECIABLE 51ZE AND FOR EACH 200 CUBIC Project Type 2'-0" (BPI' - �� d A YARDS IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C31. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 14 DAYS,ONE TESTED AT 28 ) EX. HWHI DAYS AND 2 SPECIMENS TESTED AT 5G DAYS. SLUMP TESTS SHALL BE MADE PRIOR TO THE ADDITION OF PLASTICIZERS. WHERE CONCRETE IS PLACED BY PUMPING METHODS,CONCRETE FOR TEST Re n ova tl 0 n S D CYLINDERS AND SLUMP TESTS SHALL BE TAKEN AT THE POINT OF FINAL PLACEMENT. A 8"H x P-4"W CRAWL Flo ADJUSTMENT OF SLUMP BY ADDING WATER TO THE MIX AT THE JOB 51TE SHALL OCCUR AS FOLLOWS. ADJUSTMENT SHALL BE MADE ONETIME ONLY �0 SPACE VENTS(CSV) I'DIA.x 3'DEEP WITH A MAXIMUM OF 2 GALLONS OF WATER PER CUBIC YARD 50CH THAT THE SPECIFIED SLUMPS AND WATER/CEMENT RATIOS ARE NOT EXCEEDED. THE EX. HVAC ° z TYPICAL x 6 B C 5ONOTUBE PIER MT.) B CONCRETE SHALL BE MIXED AFTER THE ADDITION OF WATER ONE MINUTE PER CUBIC YARD TO A MAXIMUM OF 5 MINUTES. Revisions Y° B PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT,DRY DAYS OR ANY TIME PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY Construction Documents 04-21-2022 4 NEW(2) 2x 10 NEW(3) 2x 10 USING WET BURLAP,PLASTIC MEMBRANES OR FOGGING, PROTECT CONCRETE DECK AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. . ° — — — — — — — — — PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. OPENINGS IN SLABS WITH A MAXIMUM 51DE DIMENSION OR Rewsed per Owner 04-25-2022 EXISTING u CS C DIAMETER OF 10 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS NOTED OTHERWISE, THE ARCHITECT SHALL Revised per Town of Southold 06-14-2022 COLUMN I C p 25'x 28"(MIN.) APPROVE THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS, Revised per 2018 IECC 07-05-2022 25"x 28"(MIN.) o I CRAWL SPACE THE CONTRACTOR SHALL VERIFY THE LOCATION OF SLEEVES,OPENINGS, EMBEDDED ITEMS, ETC.AND SHALL ENSURE THAT THEY ARE IN PLACE PRIOR TO CRAWL SPACE N ACCESS PANEL o N I = A ACCESS PANEL THE PLACEMENT OF THE CONCRETE. Revised wlFoundation Plan I 114 2022 EXISTING FnD I CONCRETE REINFORCEMENT: UNFINISHED I I'DIA.x 3'DEEP ° BASEMENT a I 5ONOTUBE PIER(TYP.) REINFORCING BAR DETAILING, FABRICATING,AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS"(ACI 30 1)AND"ACI DETAILING MANUAL"(SP66), D b REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM AG 15 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF D 60,000 PSI, EXISTING FOUNDATION o A PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. WALLS TO REMAIN I o I WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A 185 UNLE55 OTHERWISE NOTED, FABRIC SHALL BE SUPPLIED IN FLAT ° ' �, I o SHEETS AND LAPPED A MINIMUM OF 14 INCHES. N ° N o a< A WELDED WIRE FABRIC IN SLABS-ON-GPADE SHALL BE PLACED 2"DOWN FROM THE TOP OF THE SLAB UNLESS OTHERWISE NOTED. — `" UNLESS OTHERWISE SHOWN OR NOTED,SPLICING OF REINFORCING BARS SHALL CONFORM TO THE CURRENT ACI 318. WHERE THE LENGTH OF LAP IS A a z I C Z NOT SHOWN OR NOTED PROVIDE A CLA55"B"LAP AT SPLICES. EXISTING FLOOR FRAMING $° B a ° a HORIZONTAL BARS IN WALLS OR GRADE 5EAM5 SHALL BE BENT AT CORNERS AND INTERSECTIONS IN SUCH A WAY THAT CONTINUITY IS PROVIDED PIN NEW FOUNDATION TO EXISTING(3) ABOVE TO REMAIN EXISTING FLOOR FRAMING I THROUGH THE JOINT, SEPARATE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL REINFORCING MAY BE SUBSTITUTED FOR THE TIMES WITH#4 IN 9/1 Gil 0 HOLES. ° o ABOVE TO REMAIN B BENT PORTION OF THE CONTINUOUS BARS. EPDXY SOLID,TYP. BOTH SIDES 4: _ THE CONCRETE CONTRACTOR SHALL PREPARE DETAILED WORKING OR SHOP DRAWINGS TO ENABLE FABRICATION,ERECTION AND CONSTRUCTION OF THE D EXISTING N 15 I WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND SHALL SUBMIT ONE ELECTRONIC COPY TO THE ARCHITECT FOR APPROVAL. CRAWL SPACEC N EXISTING THESE SHOP DRAWINGS WILL BE REVIEWED FOR DESIGN CONCEPTS EXPRE55ED IN THE CONTRACT DOCUMENTS ONLY, THE CONTRACTOR SHALL BE CRAWL SPACE I RESPONSIBLE FOR ALL DIMENSIONS,ACCURACY,AND FIT OF WORK. 6oi N O 0 g,• CV N 011 z I ( i o NON-SHRINK GROUT: C C 0 1 I44 C THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 81- 10" +l 10'-5" +/ 9'-3" — A I • GROUT SHALL BE A NON-METALLIC,SHRINKAGE RESISTANT(WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-CG21), SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT,SILICA SANDS,SHRINKAGE COMPENSATING AGENTS AND UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A a 2'-Oi BEAM POCKET(BP) p +/ 10'-2" +/- 10' 2° _ FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRE551VE STRENGTH (F'C)OF 5,000 P51 IN 28 DAYS. VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. I'-0" �-I 0 GROUT COMPRE551VE STRENGTH TESTS 5HALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C 109. STATE EDUCATION LAW. C5V 1 I D o D o I = Drawing Title B A D o N I `�' o N 1 a A — a° t9 a' 2'-0" zI 2'-0" z - `� foundation Plan 21 011 BEAM POCKET(BP) C - A A.B SCTM# 1000-143,00-04,00-029.000 BUILDING No: CSV CSV CSV C5V o SCDHS No.: JM2 No: 2022-0699 B A D C B A D C B 8"H x I'-4"W CRAWL SPACE VENTS(CSV) PLANNING No: DATE: 11/15/2022 101-011 20-6" 22'-3 1/2" TYPICAL x 4 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM RE D SCALE: As indicated � l � DWG No: Foundation Plans 1 N �y�. o�g45 4OQ .. 1 /4 = 1 —On A 7 F NE`N SECTION 8501 EXISTING BU I LDI NGS GENERAL BUILDING NOTES BUILDING DATA Architect of Record: 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. SECTION/BLOCK/LOT#: 1000-143.00-04.00-029.000 SECTION 8501 EXISTING BUILDINGS 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY PROPERTY ZONING: TOWN OF SOUTHOLD R40 RESIDENCE THE I SCOPE THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES, WORK. USE: RESIDENTIAL 51NGLE-FAMILY JM ""s3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN`'TRICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T.M.SPECIFICATIONS. SITE ARE A: 15,350 5F(0.35 ACRE) 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL IRAWING5 OVER SMALL SCALE DRAWINGS. CONSTRUCTION AREA: WEST: 1,093 SQFT. EAST:777 SQFT 8501.1.I ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE HEALTH OF EMPLOYEES. OCCUPANCY CLA55: R(RESIDENCE)(SINGLE-FAMILY) 4RC HITECTUREpc ADDITIONS,ALTERATIONS, OR REPAIRS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION 8502, 8503 OR 8504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY 6. ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HnVING JURISDICTION. CONSTRUCTION CLA55: 58(UNPROTECTED WOOD FRAME) SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE, 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENT50F THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM IN51DE OF ANY BUILDING. JM2 ARCHITECTURE, PC 8501.2 EXISTING BUILDINGS EXCEPT AS SPECIFIED IN TH15 CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING 1 CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT WIEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. 2410 NORTH OCEAN AVENUE SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION Of TH15 CODE. 10.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. SUITE 300 11.THIS 51TE PLAN 15 BASED ON A SURVEY PREPARED BY YOUNG t YOUNG, DATE UNKNOWN FARMINGVILLE, NY, 11738 8501.3 MAINTENANCE _ T I G31.320.3305 IF 631.320.3307 BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION KEY M A� DRAWING LIST SCOPE O F WORK UNDER WHICH INSTALLED.THE OWNER OR THE OWNERS AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BA515 FOR REMOVAL OR ABROGATION OF ENERGY CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EX15TING STRUCTURES. Applicant: R4T Realtors LLC/Riadh Metrissi [NYI 8501,4 COMPLIANCEdp,,1 i` A-I TITLE PAGE/PLOT PLAN GENERAL: 1)RENOVATIONS AND INTERIOR ALTERATIONS FOR TWO EXISTING COTTAGES 43 Maplewood Avenue, °40 ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF � � . o A-2 FLOOR PIANS 2)NO WORK PROPOSED AT EXISTING DETACHED GARAGE Selden,NY, 11784 L °s a;_zap c!Y F,.., ro A-3 "WEST"ELEVATIONS 3)NO PROPOSED SITE WORK (917)340-G313 OCCUPANCY OR RELOCATION, RESPECTIVELY, IN TH15 CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE, BUILDING CODE OF NEW YORK STATE EXISTING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE, FUEL GAS b a 01 CODE OF NEW YORK STATE,MECHANICAL CODE OF NEW YORK STATE,PLUMBING CODE OF NEW YORK STATE, PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70. 4 A-4 "EA5P ELEVATIONS WEST COTTAGE: 1)NO WORK AT BASEMENT LEVEL, EXISTING HOT WATER HEATER AND HVAC TO REMAIN 5 A-5 NAILING SCHEDULE 2)EXTERIOR-NEW TWEK, NEW VINYL 51DING Architect of Record: 8501.5 NEW AND REPLACEMENT MATERIALS A-G STRAPPING DETAILS 3) EXISTING CHIMNEY TO BE REMOVED JM2 Architecture,PC e.to ^.rts Taro 4)NEW DOORS�WINDOWS AS NOTED 2410 North Ocean Ave.Suite 300 EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO edv:ay LIFE, HEALTH OR PROPERTY ARE NOT CREATED, HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF 51MILAR OCCUPANCY, PURPOSE AND LOCATION. 5)WINDOWS PREVIOUSLY REMOVED�INFILLED AS NOTED Farmingvdle,NY 11738 zs G)REMOVE t INFILL PREVIOUS ENTRY DOOR ON KILEY AVENUE (G31)320-3305 SECTION 8503 ALTERATIONS 7)NEW 1/2"GWB AT EX15TING INTERIOR STUD WALLS 8)PROPOSED CLOSETS IN EX15TING BEDROOMS Structural Engineer: R503.1 GENERAL w ,*,=_+..uta.o E te9ron Aug Krause Rd 9)NEW KITCHEN, LAUNDRY ROOM,AND BATHROOM APPLIANCES, FIXTURES,CASEWORK AS SELECTED BY OWNER ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION, ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NOT LE55 CONFORMING TO f I y o THE PROVISIONS OF TH15 CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. ,'t. "� .nri, Fe 10)NEW FLOOR,WALL,AND CEILING FINISHES AS SELECTED BY OWNER THROUGHOUT 'r w EAST COTTAGE: 1)EXTERIOR-NEW TYVEK, NEW VINYL 51DING S "g, 2)EXISTING CHIMNEY TO BE REMOVED ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVI5ION5 OF TH15 CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE +>tacic;Fountain � ��$Riley Ave, 'v 3)NEW DOORS�WINDOWS AS NOTED EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH15 CODE.ALTERATIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE ; M3ttituck,NY i t 452 EXISTING BUILDING OR STRUCTURE DOES NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS 8503.I,I THROUGH 8503.2. % iello Ve „ 4)WINDOWS PREVIOUSLY REMOVED INFILLED AS NOTED MEP Engineer: T L,r-,'s Fjso�r,Noi,n s. 5)NEW 1/2"GWB AT EXISTING INTERIOR STUD WALLS ' G)PROPOSED CLOSETS IN EXISTING BEDROOMS IN YI 8503.1.1 BUILDING ENVELOPE BUILDING ENVELOPE A55EMBLIE5 THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION 8402.1.2 OR R402.1.4,SECTIONS 8402.2.1 THROUGH 8402.2.13, 8402.3.I, R402.3.2, 8402.4.3 AND 8402.4.5. �° fi-w" 7}NEW KITCHEN, LAUNDRY ROOM,AND BATHROOM APPLIANCES, FIXTURES, CASEWORK All exterior lighting �b4 8)NEW FLOOR,WALL,AND CEILING FINISHES A5 SELECTED BY OWNER THROUGHOUT EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING 15 NOT INCREASED: �c y -` installed, replaced or �a trance t+a„iP '�. f: a Surveyor: repaired shall confarm EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. A I N S U LAT I O N VALUES Young t Young to Chapter 172 400 Ostrander Ave, of the Town Code SECTION 8504 REPAIRS �, Riverhead, NY 11901 -NOT TO SCALE s, BOTH EAST AND WEST COTTAGES TO RECEIVE NEW INSULATION IN FLOORS, ROOFS AND WALLS TO MEET 2018 IECC. (G31)727-2303 8504.1 GENERAL ROOF INSULATION: NEW 5-1/4"CLOSED CELL SPRAY FOAM INSULATION(R-36.75) I"EPS(R-3.G CONTINUOUS) BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION 8501.3 AND TH15 SECTION,WORK ON NONDAMAGED COMPONENTS NECE55ARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS `mow C,,o zoo°`3 SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN TH15 CHAPTER, ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM rN 9 M WALL INSULATION: NEW 3-1/2""CLOSED CELL SPRAY FOAM INSULATION(R 24.5) PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. �� FLOOR INSULATION:NEW 5-1/4""BATT INSULATION(R-19) Protect Name a T o , APR vED as NOTED 185 Riley Ave DATE: B P # Protect Address FEE:20-_- BY:_ 185 Riley Avenue, NOTIFY BUILDING DEPARTMENT AT FOLLOWING 2 8 A TO 4;_-1,f FOR THE Mattituck NY 119 2 FOLLOWING INSPL";;T;"nI 5 I. FOUNDATION - Tyq'r" '� �- FD FOR POURED C� `"11" TE 2. ROUGH - FR,a'J; Protect Type 5. INSULATION 4, FINAL - CONSTRUCTION MUST Renovat�on5 BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL VEFT TH{ REQUIREMENTS OF T11-47r,�c .)c. YORK STATE, NOT RL-�PU;y,;ir'LE FOF, Revisions DESIGN OR CONSTRUCTION ERRORS. Construction Documents 04-21-2022 N 70°31'E 250.00' Revised per Owner 04-25-2022 ® ® ® s ® ® e s 4111111111111 s■ Revised per Town of Southold OG-14-2022 \ LU COMPLY WITH ALL CO ES O�Revised per 2018 IECC 07-05-2022 N N NEW YORK STATE & TO 4 CODES AS REQUIRED AND COND FIONS OF z J4''1T�a i r 'N EXISTING FRAME T, � GARAGE SOI o'n mu'^ ; J1STE.PS ^i Y Must provide Manuals ----�, IG.2' D, J and S as ner 30.7' , ner coe \\ OCCUPANCY 0 31 z - \ E IS UNLAW JL uJ I GPASS c6 5.8' X6.0, USE I WITHOUT CERT PICA, Ad . . OF OCCUPANT Cer • • � �-- EXISTING DIRT DRIVEWAY \ •OFj EXISTI I STORY EXISTING I STORY \ F ISE OUSE FRA EASOUSE J J1VBiNG EXISTING ONC, 11 ALL PLUI:�BI13G 4"JAS E DRIVES Y &Vl+ATEF?LINE S tit�Fp THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS -\ \ \ TE$71NG c[FG+tE C; jt.';_+.; SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY \ \ UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 10.0' \ VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. PLUP.�SER CERTIFICA ION I r I STATE EDUCATION IAS. \\ �� \ ON LEAD CONTENT B =ORE 20.2 22.2 CERTIFICATE OF OCC U 'ANCY Drawmg Title SOLDER USED IN we FR 0 0 r-a � - Plot Plan S 700 3 'W 250.00' EXISTING DIRT DRIVEWAY PARKING SPACE EI ECTR;CAL SCTM# 1000-143.00-04.00-029.000 BUILDING No: Ii 'SprC�'S('�9 REOUIRE[i SCDHS No.: JM2 No: 2022-OG99 PLANNING No: DATE: 7/5/2022 RILEY AVENUE SEAL SIGNATURE: DESIGNED BY: DA Plot Plan (,ir I.' �t 'r CHECKED BY: JM - I0-0 I ; ED qyy/�� SCALE: IN= 10'-011 ' .. . C DWG No: * I 1 s Blo 4-Vr door �"9�F 3945 _k and duCtivorT. F NE`N testing re uirc Architect of Record: WEST COTTAGE EAST COTTAGE EXISTING STAIRS BILCO DOOR TOILET RO KITCH I LAUNDRY TOILET ROOM LKITCHEN I JM2 Ill 2" V.T.Z. III2" V.T.R. RC � I T E C T U R E Pc H77 up T _ _ —I — T T — _ _ —) _ _ T J _ _ _ _ __ _ _ _ _ __ _ _ _ __ _1 _ _ _ _ JM2 ARCHITECTURE, PC HWH _z I I— — I _z I I I— � I 2410 NORTH OCEAN AVENUE >_ , w I I I .' —' , w I I SUITE 300 FARMINGVILLE, NY, 11735 J I I J I T 1631.320.3305 F� 631,320.3307 EX.HVAC LU Q ! � I I I (SHOWER I i l l i 12 l i l i Q I ; I (SHOWER I Applicant: o i Q I 2 1 1 l 2„I I 12"1 I I I I o l 1 w I 1 2 I 1 2"1 I 12 1 I I R p�altors LLC(Puadh Mejrlssl EXISTING of 1 1 = IUI 1 z I U I 1 = IUI I = I U I Jr- Jul = I U o f = Jul i : !�E I I= I U I 1 = I U I I 43 Maplewood Avenue, COLUMN o N 'N ' I N ' N' (V 'N ' I ' Selden,NY, 11784 � I1Iul 1 1 I (917)340-6313 CRAWL Architect of Record: EXISTING SPACE LAV. I I LAV. LAV. ( i LAV. UNFINISHED EXISTING HWH I C. I DW DRY WASH EXISTING HWH I W.C. I JM2 Architecture,PC 1 F.A.I. I DW F.A.I. 2410 North Ocean Ave.Suite 300 BASEMENT Farmmcjvllle,NY 11738 (G3 1)320-3305 D.P.C.0.3" 311 1211 3, 3' 3.. 3.. D.P.C.0.3” 311 1211 311 3" 31 Structural En EXISTING FOUNDATION gineer: WALLS TO REMAIN EX. 4" DIA. C.I. SANITARY LINE EX. 4" DIA. C.I. SANITARY LINE TO EXISTING SANITARY SYSTEM TO EXISTING SANITARY SYSTEM LU MEP Engineer: CLEAN OUT CLEAN OUT CRAWL SPACE Plumbing Reser Diagram 3 A-2 Surveyor: Young t Young 400 Ostrander Ave, Riverhead,NY 11901 Basement Plan 2 LEGEND (G3 1)727-2303 1 /411 = 1 1_011 A-2 SYMBOL MARK DESCRIPTION Project Name DN OS SMOKE DETECTOR 185 Kiley Ave EXISTING 6'-0" 16'-3 I/2° CO CARBON MONOXIDE DETECTOR BILCO DOOR — 9'-4 1/2 Project Address 30'-8112" /51-9 00 7'- I° NEW 44 P05T I 36"x 36" ® EXHAUST FAN DUCTED CHIMNEY TO BE DIA.x 36"SONOTUBE 185 Kiley Avenue, DEMOLISHED 32"x36" EXTERIOR _ _ __ O Mattituck, NY 1 1952 i I ------J o L— --- REF i EXISTING WINDOW PA f�T I T I O N S C h E D U LE Project Type oICONC. SLAB Range ——i— PREVIOUSLY REMOVED LU KITCHEN EXISTING o TO REMAIN 30"x80" NEW KITCHEN CASEWORK DWI i o Renovations ROOF ABOVE APPLIANCES AS I — SYMBOL MARK DESCRIPTION SELECTED BY OWNER ———J LIVING ROOM NE KITCHEN CASEWORK t PPLIANCES AS EP REF o ____________ _ EXISTING TO BE REMOVED KCVI5Ion5 ELECTED BY OWNER Construction Documents 04-21-2022 32"x 80" EXISTING STUD WALLS TO NEW 2x I 0 NEW(2) x8 i o Revised per Owner 04-25-2022 — — — — — — — — — — — — — — NEW PLUMBING FIXTURES RECEIVE NEW 112" GYP. BD Revised per Town of Southold 06-14-2022 KR A VE PREVIOUSLY EXISTING WINDOW AS SELECTED BY OWNER EACH SIDE p (STING POST RE VED AND REPLACED 30"x 80" PREVIOUSLY REMOVED o 8' I" m RBVISed per 2018 IECC 07-05-2022 LAUNDRY BATH N PROPOSED NEW PARTITION SO CO NEW APPLIANCES AS 32"x80" ® TO W/ IB/2'2GYP BDWOOD�SSIDE o TUDS SELECTED BY OWNER — X v o � > z N m DININ NEW FLOOR,WALL, — z NEW PLUMBING FIXTURES o AND CEILING FINISHES r` NEW IF 0 ALL, AS SELECTED BY OWNER CHIMNEY TO BE THROUGHOUT AS -� CON 5T ICU CT I O N NOTE 5 AND CEILING FI DEMOLISHED SELECTED BY OWNER THROUGHOUT — BATH I —— O A. GENERAL N n I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, EXISTING N m SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY L, � L—— 32"x 80° n, BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, DISTORTION, COLLAPSE OR 30 x 80 BEDROOM2 Z `r 28"x 46" MISALIGNMENT. ," � � � X � � 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING 3'-0" — oCM 0 JURISDICTION. O 32"x 80" 0 o O _ z 0 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL `" 0 CO 48"x 80" �r REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY, N N 4. THE OWNER SHALL BE RESPONSIBLE FOR 5UPERV1510N DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING Ln 4'-4" BEDROO 2 EXISTING WINDOW PREVIOUSLYAND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. o — 74'CEILING EIGHT REMOVED AND MILLED EXISTING EX.CL EX. CL. 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE DINING/LIVING ROOM `\J TOWN OF SOUTHOLD. I O' IG HEIGHT G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY BEDROOM I 48"x 80" CONSTRUCTION, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 7'6"CEILING HEIGHT 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 10'- I" SMALLER SCALE DRAWINGS. UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A COAT RACK �r VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 30"x 80"POCKET NEW(2)2x8 B.STRUCTURAL STATE EDUCATION LAW. 30"x 52" 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 Fb, EXISTING WINDOW EXISTING 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. 2' I" EQ EQ PREVIOUSLY REMOVED 32"x 80" BEDROOM I 4. EXTERIOR WALLS SHALL BE 2"x 4"WOOD STUDS @ 16"o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE Drawing Title RR 00 11ABOVE PREVIOUSLY _ �., 112" CDX PLYWOOD. x Ln EMOVED AND REPLACED C\J Ln Ln CL. CL. m BUILDING COMPONENT SPECIFICATION L15T � EXISTING DOORS m n, �, m loor Flan5 WINDOWS PREVIOUSLY �.,-, Z�d cn ROOF ASSEMBLY REMOVED AND INFILLED °" ROOF FLASHING: AS PER THE 2020 NEW YORK STATE BUILDING CODE, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE 30"x 52" 30"x 52" 30"x 52" WITH THE MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RE515TANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH SCTM# 1000-143.00-04.00-029.000 BUILDING No: 3' 3" EXISTING WINDOWS ASPHALT ROOF SHINGLE: AS PER THE 2020 NYS BUILDING CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE SCDHS No.: JM2 No: 2022 0699 PREVIOUSLY REMOVED INTERLOCKING, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING 6' 0" 101-01, 20'-6" 3'-4" 6'-5 1/2" 3'-5" NAILS, MINIMUM 12 GA.SHANK WITH A MIN.3/8"DIA. HEAD.ASPHALT SHINGLES SHALL HAVE A MINIMUM OF 51X FASTENERS PER oe PLANNING No: DATE: 71512022 30-6" SHINGLE. 22'-3 112" UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE, UNDEP.LAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND SEAL SIGNATURE: DESIGNED BY: DA APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G'-0". , PROVIDE A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND CHECKED BY: JM 185 WEST 18 5 EAST FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ICE BARRIERS NOTE:ALL WINDOWS,DOORS, SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"IN51DE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE g��REID c�Sj SCALE: 114"= P-0" APPLIANCES, INTERIOR�EXTERIOR ROOF SLOPE STARTING FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. LE FINI5hE5 ARE PROPOSEDO �`FO � � � � DWG No: VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. * l First Floor Plans I /V 1 /411 = 11.011 A 2 CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO 39 ypQ� e EXTERIOR WALL STUDS, RIM JOIST, FLOOR JOISTS, BRACING AND PLYWOOD SUB-FLOORING, FN Architect of Record: JM2� EXISTING ASPHALT � EXISTING ROOF EXISTING ROOF // +R ITECTUREPC SHINGLES TO REMAIN TO REMAIN JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I 631.320.3305 FG31.320.3307 F - -1 F - PROPOSED VINYL Applicant: PROPOSED �� PROP 5 D VINYL PROPOSED SIDING WINDOWS I I I I I ( SIDI WINDOW PROP05ED PROPOSED ` PROPOSED RST Realtors LLCI Riadh Me r1551 SLIDING DOOR PICTURE WINDOW DOOR 43 Maplewood Avenue, ` Selden,NY, 11754 — � '- - (9 17)340-63 13 First Floor EX15TING WINDOWSa DOORS PREVIOUSLY I First Floor Architect of Record: II 2410 NorthcOceean Ave.Suite 300 O� - O�� REMOVED�INFILLED � _ � — O - O — — / �' — Farmmgville,NY 11738 I I i (G31)320-3305 I I I I I I I I I I I I I I I I I I I I I tructural Engineer: --------------------------------------- I I I I I I I L-J ___________________1__-____-__-____-J I r I I I I I I I I I I I I I I I I I MEP Engineer: rL----------------------------------------LrL----------------------------------------------- I I I I L-----------------------------------------J L--_-____-----_--_-_______________-__--_______-__J Surveyor: Young t Young 400 Ostrander Ave, Riverhead, NY 11901 (G31)727-2303 Southeast Elevation "West" 3 Southwest Elevation "West" 4 Project Name 1 /411 1 1-011 11411 1 1-011 185 Kiley Ave Project Address 185 Riley Avenue, Mattituck, NY 11952 Project Type Renovatl on5 Revisions Construction Documents 04-21-2022 Revised per Owner 04-25-2022 Revised per Town of Southold OG-14-2022 Revised per 2018 IECC 07-05-2022 EXISTING ASPHALT EXISTING ROOF SHINGLES /= TO REMAIN PRQPOSED EXISTING ROOFED NDOW PROP05ED VINYL PROPOSED OVER ENTRY PROPOSED I I SIDING -� COLUMN PROPOSED VINYL -�` WINDOW ' SIDING EXISTING WINDOW PROPOSED PREVIOUSLY ` ENTRY DOOR REMOVED t INFILLED First Floor 0i - 011 First Floor _ _ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS O'-O" SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY I i I I I I I I I UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A I VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. r�- -------------- ---------------------- ---------� L---------------------------------------------------------------------i-r---------------L-1- II I L_J L-------------1--____.---___-___--______-____-_----__IJ I i L_____-----__________---______-___--_______ L----____-_____--- J I Drawing Title I I I I I I i I I I I I I I I I I I I I I I I I r1------------------4---------------------- r�------------------------------------- ------- --i IIWVSt'I Elevations I I ___-__________--_-_--_--____-_-__--_______---___J SCTM# 1000-143.00-04.00-029.000 BUILDING No: 5CDH5 No.: JM2 No: 2022-OG99 PLANNING No: DATE: 7/5/2022 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 114"= P-0" Northwest Elevation "Wept" 1 Northeast Elevation "West" 0� DWG No: 1 /411 _ 1 1_011 A-3 1 /411 _ 1 1_011 A-311 AN& 0 3945 y0�� F IN Architect of Record: 2 RC JITECTUREpic JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I 631.320.3305 FI 631.320.3307 Applicant: RdT Realtors LLC/Kadin Mejrissi 43 Maplewood Avenue, Selden,NY, 11784 (917)340-6313 EXISTING ASPHALT EXISTING ROOF TO EXISTING WINDOW PREVIOUSLY Architect of Record: SHINGLES REMAIN REMOVED INFILLED JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 EXISTING ROOF TO Farmingville,NY 11735 REMAIN (G3 1)320-3305 PROP05ED VINYL SIDING Structural Engineer: PROPOSED DOUBLE PROPOSED PROPOSED DOUBLE \ I I PROPOSED PROPOSED DOUBLE HUNG WINDOW VINYL SIDING HUNG WINDOW PROP05ED _ I DOUBLE HUNG HUNG WINDOW MEP Engineer: � ENTRY DOOR � L— — J WINDOWS PROPOSED - First Floor ENTRY DOOR First Floor _ — _ urve Y or: 01 - O1 — — — Young t Young i I I I I 400 Ostrander Ave, Riverhead,NY ( 1901 I I i i I i i 63 I)727-2303 1 ---------L� r-1------------------r ------------------------------------------------------------------------- I I I I I L-------------------------------- ---------------------J L-------------------I--------------------------------------------------------------------------J Protect Name 185 Kiley Ave Southeast Elevation "East" 4 Southwest Elevation "East" ProjectAddress 11411 - 1 1_011 A-4 11411 - 1 1_011 ��A-4 185 Riley Avenue, Mattituck, NY 1 1952 Project Type Ren0vat10n5 Revisions Construction Documents 04-21-2022 Revised per Owner 04-25-2022 Revised per Town of Southold 06-14-2022 Revised per 2018 IECC 07-05-2022 EXISTING EXISTING ROOF ASPHALT SHINGLES TO REMAIN EXISTING OPENINGS TO BE INFILLED,CONTRACTOR TO MATCH EXISTING LIKE AND KIND PROPOSED EXISTING ROOF TO REMAIN VINYL 51DING PROPOSED DOUBLE D PROPOSED I I PROPOSED EXISTING OPENING TO BE DOUBLE HUNG F rr 77, DOUBLE HUNG ❑ F INFILLED,CONTRACTOR TO HUNG WINDOWF-1 WINDOW I WINDOWS I MATCH EXISTING LIKE AND KIND PROPOSED VINYL SIDING L —1 — L— —J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY Flrst Floor _ _ _ _ First Floor _ _ _ _ _ UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 0' - Q" VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. 01 - ' - 0 1 I I I STATE EDUCATION LAW. 1 -1-i-------------L� r1-------------------------------------------------------------------------------------------L� --------------------------------------- i I I I DrawmgTitle L------------------------------------------J------ J L--------------- ---------------------------------------------------- `55t" Elevations SCTM# 1000-143.00-04.00-029.000 BUILDING No: Northwest Elevatlon "East" 2 Northeast Elevatlon "East" 1 5CDH5 No.: JM2 No: 2022-0699 1 /411 _ 1 1_011 A-q 1 /411 _ 1 1_011 A-4 PLANNING No: DATE: 7/5/2022 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 1/4'= P-0" DWG No: 3945 y0�� Am4 F NES FASTENING SCHEDULE TABLE R602.3(I) FASTENING SCHEDULE TABLE RG02.3(I) CONTINUED FASTENING SCHEDULE TABLE RG02.30) CONTINUED TABLE 8602.3(2) - ALTERNATE ATTACHMENTS TO TABLE RG02.3(I) Architect of Record: ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND T"PE OF FASTENER a,b,c SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a'b'° SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a.b'° SPACING OF FASTENERS NOMINAL MATERIAL THICKNESS DE5CRIPTIONA'B OF FASTENER AND LENGTH(INCHES) SPACING OF FASTENERS (INCHES) EDGE INTERMEDIATE ROOF 14 BOTTOM PLATE TO JOIST, RIM JOIST, I GD COMMON(3 112"X 0.162") 16"O.C. FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS, 2- 20D COMMON(4"X 0.192");OR NAIL EACH LAYER AS (INCHES) SUPPORTS JM2 BAND JOIST OR BLOCKING(NOT AT INCH LUMBER LAYERS FOLLDWS:32"0,C. AT TOP (INCHES) I BLOCKING BETWEEN CEILING JOISTS 4-8D BOX(21/2" x 0.113 11); OR TOE NAIL 16D BOX(3 i/2"X 0.135");OR 12"O.C. FACE NAIL OR RAFTERS TO TOP PLATE 3-8D COMMON(2112" x 0.131 11);OR BRACED WALL PANELS) 3"X 0.131"NAILS %ND BOTTOM AND R C IT E C T U RE PC STAGGERED WOOD STRUCTURAL PANELS 5UBFLOOR, KOOFc AND WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL 3-1 OD BOX(3"x 0.128");OR SHEATHING TO FRAMINGF 3-3" x 0.131' NAILS 15 BOTTOM PLATE TO JOIST, RIM JOIST, 3-1 GD BOX(3 1/2'X 0.135");OR 3 EACH I G"O.C. FACE NAIL I OD BOX(3"X 0.128"); OR 24"O.C. FACE NAIL AT TOP BAND JOIST OR BLOCKING(AT 2-1 GD COMMON(3 1/2"X 0.162"); OR 2 EACH I G"O.0 FACE NAIL 3"X 0.131"NAILS AND BOTTOM STAGGERED UP TO 112" STAPLE 15 GA. 1 3/4 4 8 JM2 ARCHITECTURE,PC BRACED WALL PANEL) 4-3"X 0.131"NAILS 4 EACH I G"O.C. FACE NAIL ON OPPOSITE SIDES 2410 NORTH OCEAN AVENUE 2 CEILING JOISTS TO TOP PLATE 4-5D BOX(21/2" x 0.1 13");OR PER JOIST,TOE NAIL 0.097-0.099 NAIL 2 114 3 6 SUITE 300 3-51)COMMON(21/2" x 0.131 ");OR 16 TOP OR BOTTOM PLATE TO STUD 4-81)BOX(2 1/2"X 0.1 1 3");OR TOE NAIL AND: FACE NAIL AT ENDS AND AT STAPLE 16 GA. 1 3/4 3 G FARMINGVILLE, NY, 11738 3-1 OD BOX(3" x 0.128"); OR 3-1 GD BOX(3 112"X 0.135);OR 2-20D COMMON(4"X 0.192");OR EACH SPLICET 1631.320.3305 FI 631.320,3307 3-3" x 0.131"NAILS 19/32 AND 5/8 0.1 13 NAIL 2 3 6 4-SD COMMON(2 112"X 0.131");OR 3-1 OD BOX(3"X 0.128");OR 4-1 OD BOX(3"X 0.128"); OR 3-3"X 0.131"NAILS STAPLE 15 AND 16 GA. 2 4 8 4-3"X 0.131"NAILS Applicant: 3 CEILING J015T NOT ATTACHED TO 4-1 OD BOX(3" x 0.128");OR FACE NAIL 28 LEDGER STRIP SUPPORTING JOISTS 4-1 GD BOX(31/211 x 0.135");OR AT E4CH J05T OR RAFTER, 0.097-0,099 NAIL 2 1/4 4 8 RtT Realtors LLC I Riadh Metrissi PARALLEL RAFTER, LAPS OVER 3-1 GD COMMON(31/2" x 0.162 OR RAFTERS 3-1 GD COMMON(3 1/2" x 0.162"); FACE NAIL 43 Maplewood Avenue, 3-16D BOX(3 I/2"X 0.135); OR END NAIL 23/32 AND 3/4 STAPLE 14 GA. 2 4 8 PARTITIONS(SEE SECTION 8802.5.2 OR 2-1 GD COMMON(3 112"X 0.162");OR OR Selden,NY, 11764 AND TABLE 8802.5.2) 4-3" x 0.131"NAILS3-IOD BOX(3"X 0.128");OR 4-1 OD BOX(3"X 0.128");OR STAPLE 15 GA. 1 3/4 3 6 (917)340-6313 3-3"X 0.131"NAILS 4-3"X 0.131"NAILS 0.097-0.099 NAIL 2 114 4 8 Architect of Record: 4 CEILING J015T ATTACHED TO TABLE R802.5.2 FACE NAIL 17 TOP PLATES, LAPS AT CORNERS AND 3-1 OD BOX(3"X 0.128");OR FACE NAIL 29 BRIDGING OR BLOCKING TO JOIST 2-1 OD BOX(3"X 0.128");OR EACH END,TOE NAIL STAPLE 16 GA. 2 4 8 JM2 Architecture,PC PARALLEL RAFTER(HEEL JOINT)((SEE INTERSECTIONS 2-1 GD COMMON(3 112"X 0.162"); OR 2-81)COMMON(2 112"X 0.131"); OR I STAPLE 14 GA. 2 114 4 8 2410 North Ocean Ave.Suite 300 SECTION 8802.5.2 AND TABLE 3-3"X 0.131"NAILS 2-3'X 0.131"NAILS Farmmgvdle,NY 11738 8802.5.2) 0.1 13 NAIL 2 1/4 3 6 (63 I)320-3305 18 1"BRACE TO EACH STUD AND PLATE 3-81)BOX(2 112"X 0.1 13");OR FACE NAIL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a'b'° SPACING OF FASTENERS STAPLE 15 GA. 2 1/4 4 8 Structural Engineer: 5 COLLAR TIE TO RAFTER, FACE NAIL OR 4-I OD BOX(3" x 0.128"); OR FACE NAIL EACH RAFTER 2-81)COMMON(2 112"X 0.131");OR EDGE INTERMEDIATE 0.097-0.099 NAIL 2 112 4 8 I I/4"X 20 GA. RIDGE STRAP TO 3-IOD COMMON(3" x 0.148");OR 2-1 OD BOX(3"X 0.128");OR (INCHES)" SUPPORTSc'E RAFTER 4-3" x 0.131"NAILS 2 STAPLES 1 3/4" (INCHES) NOMINAL MATERIAL THICKNESS DE5CRIPTIONA'B OF FASTENER AND LENGTH(INCHES) SPACING OF FASTENERS 19 1"X G"SHEATHING TO EACH BEARING 3-81)BOX(2 112"X 0.1 13");OR FACE NAIL (INCHES) EDGE BODY OF 6 RAFTER OR ROOF TRU55 TO PLATE 3-1 GD BOX NAILS(3 112" x 0.135"); 2 TOE NAILS ON ONE 51DE 2-81)COMMON(2 112'X 0.131");OR WOOD STRUCTURAL PANELS,5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL (INCHES) PANEL° OR AND I TOENAIL ON 2-1 OD BOX(3"X 0.128");OR SHEATHING TO FRAMNG{SEE TABLE RG02.3(3)FOR WOOD STRUCTURAL PANEL fxTERIOR WALL SHEATHING TO WALL (INCHES) MEP Engineer: 13/4"16 GA. I"CROWN, , 3-1 OD COMMON NAILS(3" x 0.148"); OPPOSITE 51DE OF EACH 2 STAPLES, FRAMING) OR RAFTER OR TKUS51 LONG FLOOR UNDERLAYMENT; PLYWOOD-HARDBOARD-PARTICLEBOAREF-FIBER-CEMENT' 4-I OD BOX(3"X 0.128");OR 20 1"X 8"AND WIDER SHEATHING TO 3-81)BOX(2 112"X 0.1 13");OR FACE NAIL 30 3/8"- 112" GD COMMON(2"X 0.1 13") NAIL G 12F FIBER-CEMENT 4-3" x 0.131"NAILS EACH BEARING 3-81)COMMON(2 1/2"X 0.131");OR (5UBFLOOK,WALL) I/4 3D, CORROSION-RESISTANT, RING SHANK NAILS 3 6 Surve or: 3-1 OD BOX(3"X 0.128");OR 8D COMMON(2 112"X 0.131")NAIL (FINISHED FLOORING OTHER THAN TILE) Y 7 ROOF RAFTERS TO RIDGE,VALLEY OR 4-1 GD(3 112" x 0.135");OR TOE NAIL 3 STAPLES, I"CROWN, I GGA., 1 314" (ROOF); OR R5R55-01 (2 3/8"X Young�Young HIP RAFTERS TO ROOF RAFTER TO 3-1 OD COMMON(3" x 0.148");OR LONG 0.1 13")NAIL(ROOFY STAPLE 18 GA.,7/8 LONG, 114 CROWN (FINISHED 3 6 400 Ostrander Ave, MINIMUM 2"RIDGE BEAM 4-1 OD BOX(3"X 0.128");OR FLOORING OTHER THAN TILE) Riverhead,NY 11901 4-3" x 0.131"NAILS WIDER THAN I"X 8" 31 19/32"- I" SD COMMON(2 112"X 0.131") NAIL 6 12F (G3 1)727-2303 4-81)BOX(2 112"X 0.1 13");OR (ROOF);OR R5R55-01 (2 3/8"X 1 1/4 LONG X .121 SHANK .375 HEAD DIAMETER 8 8 3-8D COMMON(2 112"X 0.131");OR 0.1 13")NAIL(ROOF)' CORROSION-RESISTANT(GALVANIZED OR STAINLESS 3-1 GD BOX(3 112" x 0.135");OR END NAIL 3-1 OD BOX(3"X 0.128");OR Protect Name 2-16D COMMON(3 I/2" x 0.162"); 4 STAPLES, i"CROWN, 16GA., 13/4" STEEL) ROOFING NAILS(FOR TILE FINISH) 32 I /8" I 11411 IOD COMMON(3"X " 0. 11 NAIL G 12 OR LONG 18 5 R�I ey Ave (ROOF); OR SD(2 112"X 0.13 I") 3-I OD BOX(3"X 0.128");OR 1 114 LONG, NO.8 X.375 HEAD DIAMETER, RIBBED 8 8 3-3" x 0.131" NAILS FLOOR DEFORMED NAIL WAFTER-HEAD SCREWS(FOR TILE FINISH) WALL 21 JOIST TO SILL,TOP PLATE OR GIRDER 4-81)BOX(21/2" x 0.1 13");OR TOE NAIL OTHER WALL SHEATHINGS PLYWOOD Protect Address p D COMMON(2112" x 0.131 11); OR 114 AND 5/16 1 114 RING OR SCREW SHANK NAIL-MINIMUM 3 6 185 Kiley Aven u e 8 STUD TO STUD(NOT AT BRACED IGD COMMON(3 I/2"X 0.162") 24"O.C. FACE NAIL 3-8 33 I/2"STRUCTURAL CELLULOSIC I I/2"GALVANIZED ROOFING NAIL, 3 6 WALL PANELS) 3-1 OD BOX(3" x 0.128");OR FIBERBOARD SHEATHING 7/16"HEAD DIAMETER,OR 1 1/4"LONG 12 112 GA. (0.099)SHANK DIAMETER , I OD BOX(3"X 0.128"); OR I G"O.C. FACE NAIL 3-3" x 0.131" NAILS 3"X 0.13 I"NAILS 16 GA.STAPLE WITH 7/1 G"OR I" CROWN STAPLE 18 GA.,7/8,3/1 G CROWN WIDTH 2 5 M a tt i t u c k, NY 1 1952 9 STUD TO STUD AND ABUTTING I GD BOX(3 112"X 0.135"); OR 12"O.C. FACE NAIL 22 RIM JOIST, BAND J015T OR 8D BOX(2112" x 0.1 13") 4"O.C.TOE NAIL 34 25/32"STRUCTURAL CILLUL051C 1 3/4"GALVANIZED ROOFING NAIL, 3 6 11/32,318, 15/32 AND 112 1 1/4 RING OR SCREW SHANK NAIL-MINIMUM 6 8E STUDS AT INTERSECTING WALL 3"X 0.131"NAILS BLOCKING TO SILL OR TOP PLATEFIBERBOARD SHEATHING 7/1 G"HEAD DIAMETER,OR 1 Ill"LONG 12 112 GA. (0.099")SHANK DIAMETER Protect Type CORNERS(AT BRACED WALL PANELS) (ROOF APPLICATIONS AL50) 8D COMMON(2112" x 0.13 I"); OR 6"O.C.TOE NAIL IOD BOX(3"X 0.128");OR 16 GA.STAPLE WITH 7/1 G"OR I" I GD COMMON(3 112'X 0.162") I G"O.C. FACE NAIL 3"X 0.131"NAILS CROWN 35 1/2"GYPSUM SHEATHING° 1 1/2"GALVANIZED ROOFING NAIL, 3 7 19/32, 5/8, 2 3/3 2 AND 3/4 1 112 RING OR SCREW SHANK NAIL-MINIMUM 6 8 RenOvatl ons 10 BUILT-UP HEADER(2"TO 2"HEADER IGD COMMON (3 I/2"X 0.162") 16"O.C.EACH EDGE FACE 23 I"X 6"SUBFLOOR OR LESS TO EACH 3-81)BOX(2 I/2" x 0.113");OR FACE NAIL STAPLE GALVANIZED, 1 1/2"LONG; 1 12 1/2 GA. (0.099")SHANK DIAMETER WITH 112"SPACER) NAIL JOIST 2-81)COMMON(2112" x 0.131 ");OR I/4"SCREWS,TYPE W OR S STAPLE 16 GA. I I/2 6 8 Revisions 3-1 OD BOX(3" x 0.128");OR I GD BOX(3 112"X 0.162") 12"O.C. EACH EDGE FACE 2 STAPLES, I"CROWN, I GGA., 1 3/4" 36 5/8"GYPSUM SHEATHING° 1 314"GALVANIZED ROOFING NAIL, 3 7 HARDBOARD Construction Documents 04-21-2022 NAIL LONG STAPLE GALVANIZED, 1 5/8"LONG; 1 0.200 1 112 LONG RING-GROOVED UNDERLAYMENT NAIL 6 6 Revised per Owner 04-25-2022 518"SCREWS,TYPE W OR S 11 CONTINUOUS HEADER TO STUD 5-8D BOX(2 1/2"X 0.1 13");OR TOE NAIL 24 2"SUBFLOOR TO JOIST OR GIRDER 3-1 GD BOX(31/2" x 0.135"); OR BLIND AND FACE NAIL 4D CEMENT-COATED SINKER NAIL 6 6 Revised per Town of Southold 06-14-2022 4-81)COMMON(2 112"X 0.131");OR 2-1 GD COMMON(31/2" x 0.162") WOOD STRUCTURAL PANELS,COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING STAPLE 18 GA.,7/8 LONG(PLASTIC COATED) 3 6 Revised per 2018 IECC 07-05-2022 4-I OD BOX(3"X 0.128") 25 2"PLANKS(PLANK f BEAM-FLOOR 3-1 GD BOX(3112" x 0.135");OR AT EACH BEARING, FACE 37 314"AND LE55 GD DEFORMED(2"X 0.120")NAIL;OR G 12 PARTICLEBOARD 12 TOP PLATE TO TOP PLATE I GD COMMON(3 112"X 0.162") I G"O.C.FACE NAIL ROOF) 2-1 GD COMMON(31/2" x 0.162") NAIL 8D COMMON(2 112"X 0.131") NAIL 114 4D RING-GROOVED UNDERLAYMENT NAIL 3 6 I OD BOX(3"X 0.128");OR 12"O.C. FACE NAIL 26 BAND OR RIM J015T TO JOIST 3-1 GD COMMON(31/2" x 0.162");OR FACE NAIL 38 7/511- 1" 8D COMMON(2 112"X 0.131") NAIL; 6 12 STAPLE 18 GA., 7/8 LONG,3116 CROWN 3 6 3"X 0.131"NAILS 3-1 OD BOX(3" x 0.128"); OR OR 3/8 GD RING-GROOVED UNDERLAYMENT NAIL 6 10 4-3"X 0.131 NAILS;OR 8D DEFORMED(2 1/2"X 0.120")NAIL 13 DOUBLE TOP PLATE SPLICE 8-1 GD COMMON(3 112"X 0.162");OR FACE NAIL ON EACH SIDE 4-3"X 14 GA.STAPLES, 7116"CROWN STAPLE 16 GA., 1 1/8 LONG, 3/8 CROWN 3 6 12-I GD BOX(3 1/2'X 0.135");OR OF END JOINT(MINIMUM 39 1 1/811- 1 114" IOD COMMON(3"X 0.148")NAIL;OR G 12 1/2, 5/8 GD RING-GROOVED UNDERLAYMENT NAIL 6 10 12-1 OD BOX(3"X 0.128");OR 24"LAP SPLICE LENGTH 8D DEFORMED(2 (12"X 0.120") NAIL 12-3"X 0.131"NAILS EACH 51DE OF END JOINT STAPLE 16 GA., 1 5/8 LONG,3/8 CROWN 3 6 FOR 51; 1 INCH = 25.4 MM, I FOOT = 304.88 MM, I MILE PER HOUR = 0.447 M/5, I KSI = 6.895 MPA FOR 51; 1 INCH = 25.4 MM A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN; 80 KSI FOR SHANK DIAMETER A. NAIL IS A GENERAL DESCRIPTION AND SHALL BE PERMITTED TO BE T-HEAD, OF 0. 192 INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0. 142 INCH BUT NOT LARGER THAN 0. 177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0. 142 INCH OR LESS MODIFIED ROUND HEAD OR ROUND HEAD. B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/1 G-INCH ON DIAMETER CROWN WIDTH. B. 5TAPLE5 SHALL HAVE A MINIMUM CROWN WIDTH OF 7/1 G-INCH ON DIAMETER C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. EXCEPT AS NOTED, D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. C. NAILS OR STAPLES SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER E. SPACING OF FA5TENEK5 NOT INCUDED IN TH15 TABLE SHALL BE BASED ON TABLE RG02.3(2) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. NAILS OR STAPLES F. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE DE51GN SHALL BE SPACED AT NOT MORE THAN 12 INCHES ON CENTER AT INTERMEDIATE WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DE51GN WIND SPEED 15 130 MPH OR GREATER BUT LE55 THAN 140 MPH. SUPPORTS FOR FLOORS. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. D. FASTENERS SHALL BE PLACED IN A GRID PATTERN THROUGHT THE BODY OF THE SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL, VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y, PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 E. FOR 5-PLY PANELS, INTERMEDIATE NAILS SHALL BE SPACE NOT MORE THAN 12 STATE EDUCATION LAW, CODE. FLOOR PERIMETER SHALL BE 5UPOOR.TED BY FRAMING MEMBERS OR SOLID BLOCKING. INCHES ON CENTER EACH WAY. I. WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE 51DE OF THE RAFTER AND TOE NAILS FROM THE CIELING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS F. HARDBOARD UNDERLAYMENT SHALL CONFORM TO CPNAN51 A 135.4 Drawing Title SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED, G. SPECIFIED ALTERNATE ATTACHEMENT5 FOR ROOF SHEATHING SHALL BE PERMITTED fa5tCnln� anG�J. R5K5-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE 5PECIFICATION5 OF ASTM F 1667. WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH. FASTENERSATTACHING WOOD STRUCTURAL PANEL ROOF SHEATING TO GABLE END WALL FRAMING SHALL BE INSTALLED USING THE SPACING LISTED FOR PANEL EDGES. btra n H. FIBER-CEMENT UNDERLAYMENT SHALL CONFORM TO A5TM C 1288 OR 150 8336, CATEGORY C. 5CTM# 1000-143.00-04.00-029.000 BUILDING No: 5CDH5 No.: JM2 No: 2022-0699 PLANNING No: DATE: 7/5/2022 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 12"= I'0" C F 0� DWG No: s�'9� 0 3945 AOA b FN E`N FRAMING AND 5T RA P P I N G D ETA I L5 Architect of Record: EXTERIOR WALL CORNER FRAMING DETAIL PLAN NEW STUD WALL FRAMING INTO EXISTING STUD NEW STUD WALL TO EXIST. STUD WALL, CORNER BRACED WALL PANEL WALL I J IV12 RC 'fi I T E C T U R E P c (TYPICAL EXTERIOR CORNER AT ALL FLOOR LEVELS) STUDS @ JM2 ARCHITECTURE, PC 16"O.C. 2410 NORTH OCEAN AVENUE � � J SUITE 300 I/2"GVB(INT) o m Q FARMINGVILLE, NY, 1 1738 Ill"CDX PLYWOOD o T 1631.320.3305 F� 631.320.3307 SHITS SD NAILS @ 12"O.0(MAX)AT ALL 4'-0" Applicant: FRAMING MEMBERS NOT AT PANEL EDGES. MIN MAX. 25'-0"TO C RST Realtors LLC/Riadh Mejnssi OF NEXT 4FT 43 Maplewood Avenue, EXTERIOR L BRACED WP. Selden,NY, 11784 I GD NAILS @ 12"O.C. (MAX) NEW STUD WALL 112"@ 12" EXISTING WALL NEW WALL (917)340-6313 OTH 8 D @ o O.0 O.C.VERT.LAG.SCREWS Q DIRECTIONS.) 2X BLKG INSULATION N o z Architect of Record: EXTERIOR 2 STUDS W/112"CDX o PANEL JM2 Architecture,PC 8D NAILS @ 12"O.C. SHEATHING t CONT. PLATE DBL STUD SINGLE STUD 2410 North Ocean Ave.Suite 300 BRACE WALL PANEL MAX. Farmingville,NY 11738 °. r—I OUTLINE OF FW BELOW (631)320-3305 \V V xx I q �— DEL STUD Structural Engineer: 112"@ 12"O.C. 'k— [—I-V77VERT.LAG SCREW TD MAX BAL. TD I'0" 2'-6" OF WALL FW Mu yOF410110.0 HOLD DOWN STEEL 058D NAILS @ G"O.0(MAX)AT STRAPS SEE NAILING DETAILS g MEP En sneer: ALL (NAIL DIRECTLY TO PANEL EDGE5NERT.t STUDS) HORIZONTAL) Surveyor: Young it Young 400 Ostrander Ave, STEEL TIE DOWNS DIAGRAM TYPICAL 5TUD WALL STRAPPING AND TIE DOWN WALL PLAN AND ELEVATION DETAIL W/FI RESTOPPI NG Riverhead,NY I (G31)727-23033 AT PIPES-FIRESTOPPING AT PIPES � ELECTRICAL Project Name h 2.5 18 GA, 5-8d TO PLATES WI RE5 TH RU PLATE � WALL 5TU D5 185 Riley Ave "DOWCHEMICAL RESIDENTIAL CHALIMNG FIRESTOPPING (OR EQUAL) Project Address 185 Riley Avenue, N PAPE Mattituck, NY 1 1952 ELEC,WIRE OR PIPE LSTA 24 STRAP TIES AT"ALL"ROOF Project Type RAFTERS W/ 18-I OD NAILS STRAP ANCHORS SHALL HAVE A MINIMUM 12" NOTES: BEARING ON STUD FRAME. REQ'D PER R905 PG 246 PG.246 ICE UNDERLAYMENT WINDOW OR DOOR 0R — Ren Ova tI O n S N HEADER(SEE PLAN 2. STRAP TIES MAY BE INSTALLED OVER THEPLYWOOD FOR EXACT SIZE) STRAP ANCHORS SHALL HAVE BLKG STUD SHEATHING, USE"COMMON"NAILS IN LIEU OF SINKERS. A MINIMUM 12"BEARING ON LSTA 18, 1-114"W x 181, ReVI5lon5 Rq STUD FRAME AND SHALL WRAP Construction Documents 04-21-2022 HERS 14-I Od FASTENERS UNDER MUD SILL ]:1 E RIDGE MSTA 30, 16 GAUGE Revised per Owner 04-25-2022 BEAM SINKERS STRAP TIES 1-114"D F 5 F 5 Revised per Town of Southold 06-14-2022 WIDE(DOUBLE STUDS)AT Revised per 2018 IECC 07-05-2022 4-0"O.0 MAX.SPG STUD ELEC.WIRE F S (OR PIPE) H.2 HURRICANE CLIPS SILL PLATE @ ALL RR'S W/10-8D NAILS ALL NAILING AND STRAPPINGS SHALL BE GALVANIZED. PROVIDE 20 G.A.COIL STRAP EVERY OTHER STUD WRAP UNDER SILL t EXTEND UP WALL PLYWD SHEATHING PANEL J 01 NT5: 1.ALL VERTICAL JOINTS OF PANEL SHALL OCCUR OVER STUDS: 2ND FLR (WHERE 2.ALL HORIZONTAL JOINTS OF PANEL SHALL OCCUR OVER BLOCKING ON MIN.1-112"THICKNESS(WALLS ONLY)NO.8D @ G"O.0 EDGES OF PLYWD EX15T5/PROP) SUPPORTS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS NAILS 12"O.C.VERTICAL INT:RMEDIATE SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A NAILS 6"O.C.PANEL EDGE VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. PROVIDE 20 G.A.COIL STRAP EVERY OTHER 0 0 STUD t WRAP UNDER Drawing Title SILL t EXTEND UP WALL 30 C 0 PANEL EDGE framin a n d 1ST FLR 01 0 00 0 Nai in SEE FOUNDATION DETAILS AND FIRST FLOOR STUDS @ I G"O.C. PLAN FOR STRAPPING REQUIREMENTS o 0 0 0 0 0 00 0 0 0 0 0 0 SCTM# 1000-143.00-04.00-029.000 BUILDING No: _ 2X FLATWIDE BLOCKING SCDHS No.: JM2 No: 2022-0699 ALL STEEL STRAPS AS MFG BY NAILS 3"O.C. HORIZONTAL PANEL EDGE PLANNING No: DATE: 7/5/2022 "SIMPSON STRONG TIE CO"OR EQUAL. o AT PANEL EDGE SHEATHING SPLICE PLATE.SAME SEAL 4 SIGNATURE: DESIGNED BY: DA THICKNESS AND FACE GRAIN 0 00 0 ORIENTATION AS SHEATING CHECKED BY: JM ED C LEE �y/J SCALE: As indicated ELEVATION SECTION �� � 1�9��� DWG No: ` I s � 0 3945A= 6 F N