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HomeMy WebLinkAbout48054-Z �Os�FFol,�ekr. Town of Southold 7/1/2023 19 aye P.O.Box 1179 a <E oco _ - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44231 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. 48054 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(west 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. 48054 6/21/2023 PLUMBERS CERTIFICATION DATED 6/23/2023 ark I-vv-- 10K tli ri a Signature TOWN OF SOUTHOLD � g11FF0(,�C BUILDING DEPARTMENT S 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#: 48054 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 (west 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 1/1112024. Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $1,256.80 CO-ALTERATION TO DWELLING $50.00 Total: $1,306.80 Building Inspector SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCcDtown.southold.ny.us Southold,NY 11971-0959 D�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Riadh Mejrissi Address: 185 Riley Ave city:Mattituck st: New York zip: 11952 Building Permit* 48054 Section: 143 Block: 4 Lot: 29 Contractor: AMP Electrical Electrician: Casimir 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 24 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 16 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 hood, 1 ac, 1 air handier, 1 dishwasher, 1 gas oven, Notes: 1 Story house Inspector Signature: ate: June 21, 2023 185 riley ave 48054 o��,pF S�bfy� Telephoac(631)765-1802 Town Hall Annex Fax(631)765-9502 54375 Main Road , P.O.Box 1179 G Southold,NY 11971-0959 . BUILDING DEPARTNffiNI' 'OWN OF SOTTICHOLD CERT IF Date.--o --o Building Permit No. Owner: +(pse print) Plumber: — (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% Bead. (Plwybers Signature) Sworn to before me this clay of 20_21. 4 • 'A" °ttttttt;7nPPPPPeP/ .......IRS f w Iro�K count RFs., Notary Public, 0/$4162���� - ��`'o lie°010 o�aOF SOUTyoI # } TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPEC ION [ /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 CC//O [ ] RENTAL REMARKS: t�i '[ (D hpA (A &4w Tv nq� IL 1;�nyok-n DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: W Vowl l DATE INSPECTOR fq4f so L4 tos-q ,-7gi ev * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 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) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: In , �c4414's- DATE INSPECTOR �o�aOE SOUly�lo -- - - ---- q�o * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou631.765-1802 Z 1NSPECTION ATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING jfF5ANULQJSTRAPPING] [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA�IC oc DATE l l INSPECTOR OAa pF SOUlyplo Lib 6 -7,1 f e # TOWN OF SOUTHOLD BUILDNG DEPT. e 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: -OK DATE INSPECTOR 50Ulyolo --- - - 1 f TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATI [ ] 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: U DATE Y INSPECTOR OF SOUTy�� # # TOWN OF SODTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: IS 12,Lv i re 1 LC2 S In o eq �z CU4 DATE INSPECTOR OF SOUTb° � * * TOWN OF SOUTHOLD BUILDING DEPT. sk • cnurm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P C/O [ ] RENTAL REMAR S: SIV-) c o l DATE )'i'I '�1/ INSPECTOR rjf SO Ate } # T WN OF-SOU_THOLD�O ILDIN -DEPT: Quo,,� 631.765.1802 INS . CT' PE :, ION [ ] 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 REM RKS: Lso -- -- Fav ' jAt PW Ac&ar Pt 1, ra eal& DATE::. . . - ;`- = :- INSPECTOR OF SOGIyo L/ ia�� 1� # * TOWN OF OUTHOLD BUILDINGS DEPT. �ycouMve 631-765-1802 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: DATE INSPECTOR l ► `LL:J 791/ \9 ti j Qe9, JM22-i<Tiw i tL09 w 4RCITECTU R EP7 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. 0�Elllufi u4tv Dominic Arresta,AIA FIELD INSPECTION REPORT I DATE COMMENTS Atmix S1 k, IV1 D� FOUNDATION (1ST) Il tlY1 1G rC� -------------------------------------- FOUNDATION ---------------------------------FOUNDATION (2ND) z a s.4 ivy? 611-k/ ° Vl Ike ROUGH FRAMING& `, ifl �y PLUMBING �� V r 1 t CCfi filp L/ aS �SStAti t�. � INSULATION PER N.Y. STATE ENERGY CODE MA Ay)-� CzA FINAL ADDITIONAL COM ENTS Baas r a , r a -)i3 r� x y x d ro H o�q%3ffOlKTOWN OF SOUTHOLD—BUILDING DEPARTMENT H� y; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• �aoA Telephone (631) 765-1802 Fax (631) 765-9502 https://www,southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L f r r J� �_ II ,ill �•� PERMIT NO. Building Inspector: AP 7 - R 2 5 2022 1t _J Applications and forms must be filled out in their entirety. Incomplete SU�DN� T® applications will not be:accepted; -Where the Applicant is riot the owner,an OFSOUTl-rpfO Owner's Authorization form(Page 2)shall be completed.: Date: t7 Lf OWNER(S)OF PROPERTY: Name: SCTM#1000- 1 2 Project Address: 1�S' i � -f l-e-K jV I 2-- Phone Phone#: I ' -� Lf0 63 13 Email: IN "t-yvxlx e Imo,vh 5 n L -w\ Mailing Address: .CONTACT PERSON:: .II__'_ -. ,M Name: G�� ° Mailing Address: 4-3 WILf 1.014 Phone#: 1 I `.. .� D ?j Email: U.A DESIGN PROFESSIONAL INFORMATION:. Name: .okvll Mailing Address: 1� �7C��v` �� SrQ 2�0� f&v'vwt;tA V• Phone#: �. . �� ?j3.O� Email: �U�U� j(V1 Z �cfG�l��"�Ie�� •co►'►'t CONTRACTOR INFORMATION:` Name: S s 2)rS t Mailing Address: '� S \ V KaVV1,A0V7 C, 3. Phone#:Ls 6) Email: ��COS :[©S� i , COW DESCRIPTION OF PROPOSED CONSTRUCTION. El New Structure ❑Ad tion XAlt ration IgRepair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 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, housini code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are . -punishable as a Class A misdemeanor puisuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): - ❑Authorized Agent Owner . _. , adk - M !Jrl -5 - - - - - Signature of Applicant: Date: v 'L STATE OF NEW YORK) SS: COUNTY OF k P ' I �/ ,r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract) 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 / ei� day of IM; Notary,Public JOSEPH TURNER. PROPERTY OWNER AUTHORIZA IfflRegistrationNo.O1TUARY PUBLIC STATE OF6392186NEW YORK (Where the applicant is not the ow er) Qualified in Suffolk Co ty *Commission-Expires: d Z� 27i 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 FFOG ,UILDING DEPARTMENT- Electrical Inspector ��4 Gym NOV TOWN OF SOUTHOLD 0 4 2022 C* Towntall Annex - 54375 Main Road - PO Box 1179 o '* f,-... rv'' Southold, New York 11971-0959 yfjo�► �apl , ' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1A, 0 3 22 Company Name: 1.,1 EL�R_-�.1 fA Electrician's Name: 51 to a1f License No.: ;Ic'-'� ail:Elec. Phone No: -���� request an email copy of Certificate of Compliance Elec. Address.: kAN �� JOB SITE INFORMATION (All Information Required) Name: G kN Address: �- Cross Street- Phone No.: p Bldg.Permit#: email: r Tax Map District: 1000 Section: ( �j Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQ, ARE FOOTAGE (Please Print Clearly: of Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough In in I Do you need a Temp Certificate?: 211"YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 D2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIONA" 3lj ----------------------------------------------- F--------------------------------------------F01 BUILDING DEPARTMENT-Electrical Inspector a :5 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ®f ��®%fy Telephone (631) 765-1802 -- Temporary Certificate # l0 Date I Ll 2022 Customer Name a fj Electrician Name Address S Phone '7 ys ,y0 e-mail e-mail S e(IfQ nip Ply r- Phone 7 (7 3 3 icense# S Size !Za A Phase J Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? VN Flood Reconnect Old Meter# GJ 9a -7;)2-5F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is d from a date abov Authorized by v0 BUILDING DEPARTMENT- Electrical Inspector. Jr ®~ ����. i�':?V TOWN OF SOUTHOLD 4; Town .Hall Annex - 54375 Main Road - PO Box 1179 con Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD_southoldtownny.-gov - seand(a)southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: .tAD&k � � Z Company Name: E --- --<G L— Electrician's Name: i KA l G-if - License No.: ;1'regL c. , ail: ��� P L � �7 , Elec. Phone No:( � � � est an email copy of Certificate of Compliance Elec. Address.: a`-" JOB SITE INFORMATION (All Information Required) Name: G� t Address: r l Cross Street: Phone No.: Q Bldg.Permit#: 1 Aso —j. N email: Tax Map District: 1000 Section: Block: Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQ -ARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO F Rough In in I Do you need a Temp Certificate?: YES NO Issued On S5l Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect❑Flood Reconnect OService Reconnect❑Underground 00verhead # Underground LateralsLl 02 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION X35 2 F 07 PERMIT# Address: Switches Outlets 1 I O GFI's J,�r 0 Surface (1 Sconces III I H H's WWI UC Lts Fans Fridge r HW Exhaust I Oven WAD Smokes DW 1 Mini Carbon Micro Generator Combo Cooktop - . Transfer AC AH Hood �'; Service Amps Have Used Special: Comments GA 2 lei If>N r f 14 4 o / , W AAW e r ::��W t) At Q,0 G e� i , A I 250 _ :fit � • I r La o. I S a '• 3° { M °AO* ` I M ~ `` SFO�jIa�tA v s •. r i o — •+a h . .k. 250.0 •�._r__..� T Lit ...- �E�� ,._ ^poi ��Y ` _,:.>...< R vIsIones YOUNG & YOUt4iG 5 { R 400 OSTRANDER AVENUE,�RIVERHEAD, NEW YOF,LK i ALDEN W.YOUNG HOWARD W. YOUNG sRORElIIONAL,EM4tNEER AMC LAND 9URV[YQX ti } LAMA SiYRYEYOit,J+t.Y.t>. LiP..lq, Lf C. NO. 41893 +'�''+ - f tJNAf�TT101CiE0^ T'EIIATfWflOR ADDITION TO "s "s>F ��.s. y - ?- aP`% Iib '10Y�OF O CAT10 R�Fj1rt C11 M, P M OLLAOGLU 8t-RUSTL�11 KAVA F T?09 8F TNt ME'r TW1N 3r4TC EDUCATION NOTE: .. �- :" t CAT 4 "[!RAP 0Ff RGE H., WILLiAM T. LEY 't MONUAlENT COPIES OF THIS SURVEY Uta NOT SEAa,NC. �pF 1�Etir rp SU3D/V/S/ON ANAP F11 ED IN THE 0%c10E THE LAND wRVE ra''� +htEO SEAL oR . �7t -We RPh ' OF TAE CLE-179 Af W50FOILK CO UNrY ON PABOW' SEAL SHALL ht T SE CONSIDERED To eE A vauo rRuE con'c AT GUA NTFaDpf�' .� NOV.PT/92B.fS MAP NO. /BS MATT 1 UCAS " " cua ,- ,e j i . � •. � �OI•t,A.�RARTEES iNC?CATEJ nF9LGY SHALL RtN1 .� �� � ����E'�_ .QNLX-TO _ RSJh rCP. wmam T,11 TOWW Qw {yet-, ! ♦ v- �• _ -- i"g'r IS POMOM.A140 A HiS BEHALF S E'9 � Z �' l I TO Tqt T-?LE CCMiAMY,00vERNMENTAL V ( 4+ -{ 6 , r RUNC/ AhO'LENOINp INSTITUT!Oh LISTED !,i g/y� G!' s.• �.•. C -' hEREON,ANG TO THE AS3H 4EES OF THE SUFFOLKCC Ly _, _ LENDINY INSTITUTION GUA IANTEES ARE /!� Ticos Bros Builders H Inc Estimate, 10 s p ra 9 Seaside Ave BUILDERSIIINc. Hampton Bays GENERAL CONTRACTOR Date Estimate# ®JW ® NY 11946 (516) 901.70916/21/2022 1447 Email-ticosbross@gmail.com Name/Address 185 Riley Ave Mattituck,NY 11952 JUN 2 12022 BUILDING ur-Pi. TOWN OF SOUTHOLD Terms Project Valid for 15 days Description Qty Rate Total Proposal as per Labor and Materials at 185 Riley Ave both Cottages. Demo-remove all debris and damage drywall 3,500.00 3,500.00 Asphalt Roofing replace asphalt roof at one cottage and patch in the small one 7,500.00 7,500.00 Rough Carpentry- Repair-modify walls-RUs for interior doors-striaghten walls and subfloor 7,500.00 7,500.00 Supply and Install Windows&Exterior Door. 10,500.00 10,500.00 Plumbing-New pllumbing at 3 new bath rooms and 2 kitchens,plumbing for gas 15,000.00 15,000.00 Electrical&Lighting-new wiring-lights-swithchs 15,000.00 15,000.00 Insulation-add insulation at all exterior walls,subfloor,roof 10,000.00 10,000.00 Drywall Installation and spackle 11,500.00 11,500.00 Supply and install Flooring 8,500.00 8,500.00 Interior Trim-Supply and install Interiors doors 8,500.00 8,500.00 Interior Trim-Supply and install all interior trim-casing-base molding 6,500.00 6,500.00 Supply and install Kitchen Cabinets Installation 10,000.00 10,000.00 Kitchen Counter Top 5,000.00 5,000.00 Paint both cottages 15,000.00 15,000.00 Thank you for the opportunity to do business with you. Total $134,000.00 D UUN 2 ? 202 BUILDING DEPT TOWN OF SOUTH&D VIOJSTA1EROEAL Comparative Market Analysis Prepared For: Riadh Mej Prepared By Imtiaz Vesamia ivesamia@hotmail.com Work:6319352689 Voro LLC 24C Great Neck Rd Great Neck,NY 11021 (877)943-8676 www.vorousa.com June 14,2022 Riadh Mej Dear Riadh Mej: Thank you for the opportunity to present this Comparative Market Analysis.This carefully prepared report of current and past market activity compares this property with other similar properties in the area.The analysis enables you to easily compare the features of this property with others and to determine the best pricing strategy for today's market. We look forward to working with you in the future.Our firm is committed to providing you with professional and dedicated service.Please do not hesitate to contact me should you require any further information. Sincerely, Imtiaz Vesamia ivesamia@hotmail.com Work:6319352689 Voro LLC 24C Great Neck Rd Great Neck,NY 11021 (877)943-8676 www.vorousa.com Table of Contents Side-by-Side Property Comparison . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Comparable Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Market Statistics Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Days on Market Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Side-by-Side Property Comparison Recently Sold Recently Sold Recently..SoldL Recently'Sold _Recently Sold A ML#: 3308359 3308395 3361189 3381995 3320799 Address: 3500 Cox Neck Road 1045 Sunset Drive 165 Westview Drive 1400 Bayview Avenue 1450 Deep Hole Drive Town: Mattituck Mattituck Mattituck Mattituck Mattituck Section/Area: Brower Woods Shore Acres Head Of North Fork Development: School Dist: Matfituck-Wchogue Matfituck-Wchogue Mattituck-Cutchogue Mattituck-Wchogue Matfituck-Cutchogue Style: Antique/Hist 2 Story Mid Century Modern Cottage Ranch #FamtDet: I Family,Det I Family,Alt 1 Family,Det 1 Family,Det I Family,Det Rooms: 9 7 7 5 5 Bedrooms: 3 4 2 1 2 Baths: 2.000 2.500 2.000 2.000 1.000 #Kitchens: I I I 1 1 Aprox Int Sqft: #Fireplaces: I 1 1 1 1 Heating Fuel: Oil,Oil Above Ground Oil Natural Gas Propane Oil Above Ground Heating Type: Base Board,Hot Water Base Board,Hot Water Hot Air Forced Air Forced Air AIG: None None Central Central Wall Units Parking: Driveway,No Garage, 2 Car Attached Carport Driveway 2 Car Attached Private Taxes: $8,120 $8,600 $12,035 $5,516 $7,539 Total Taxes: $8,120 $8.600 $12,035 $5,516 $7.539 Appearance: Excellent MINT Mint Apx Yr Built: 1900 1999 1962 1929 1975 New Construc: N N N N N Construction: Bfock,Brick,Frame Batt Insulation Frame Frame Frame Lot Size: .50 45 1 .43 .33 acre Adult Comm: N N N N N Listing Date: 4/30/2021 4130/2021 11/2312021 3110/2022 5/0512021 Exp,Date: 120112021 1212712021 513112022 9/02/2022 1110512021 Contract Dte: 511912021 1113012021 12/2012021 411412022 8110/2021 Title Date: 7126/2021 3/25/2022 2110/2022 6/0612022 913012021 Days On Mkt: 18 214 20 34 97 Original LP$: $895,000 $965,000 $899.000 $899,000 $999,000 Listing Price: $895.000 $899.000 $899.00 $899,000 $999.000 Sold Price: $1,050,000 $850.000 $899.000 $930,000 $875,000 Basement: Bilco Door(s),Partial, Full Full,Partially Finished, Bilco,Door(s),Partial Full Unfinished Walk Out Cathedral/Vaulted/H' h 1st Floor Bedrm, 1st FI Master Bedroom,1 st Ceiling,Den/Family&M, Den/Family Room,Formal Floor Bedrm, Interior Features: Eat in Kitchen,Hardwood Dining Room,Hardwood Hardwood Floors As Seen Cathedrat/Vautted/High Floors As Seen,Home Floors As Seen,Walk Out Ceiling,Eat in Kitchen, Office,Pantry,Sky Light Basement Walk Out Basement Nw Windows,Sprinkler Exterior Features: Deck Patio Deck,Sprinkler Lawn Sys Laewn Sys Deck,Private Entrance Creek,Dock]Mooring, Creek,Water View, Creek,Water Access, Waterfront Features: Sound,Water Access, Waterfront Water Access Water View,Waterfront Water View,Waterfront Information supplied by third parties and not by OneKey@ MLS *Denotes a change in the data. Information Copyright @ 2022 OneKey(D MLS Comparable Summary Recently Sold ML# Address Town Style Rms Br Bth List Price Sold Price %Dif List Date Cont Date Title Date DOM 3308359 3500 Cox Neck Road Mattituck Antique/Hist 9 3 2 $895,000 $1,050,000 -17.30% 4/30/2021 5/19/2021 7/26/2021 18 3308395 1045 Sunset Drive Mattituck 2 Story 7 4 2.5 $899,000 $850,000 5.50% 4/30/2021 11/30/2021 3/25/2022 214 3361189 165 Westview Drive Mattituck Mid Century Modem 7 2 2 $899,000 $899,000 0.00% 11/23/2021 12/20/2021 2110/2022 20 3381995 1400 Bayview Avenue Mattituck Cottage 5 1 2 $899,000 $930,000 -0.50% 3/10/2022 4/14/2022 6/06/2022 34 3320799 1450 Deep Hole Drive Mattituck Ranch 5 2 1 $999,000 $875,000 12.40% 5/05/2021 8/10/2021 9/30/2021 97 #Properties:5 Averages: 6.6 2.4 1.9 $918,200 $920,800 -0.60% n 77 Information supplied by third parties and not by OneKeyO MLS 'Denotes a change in the data. Information Copyright©2022 OneKeyO MLS 2 lZecently Sold 500 Cox Neck Road, Mattituck, NY 11952 Sold Price: $1,050,000 ML#-3308359 Res 1 Family,Det List Price: $895,000 LSC:CL SedArea: . �-?;: -•yrs; Style:Antique/Hist a T� `',>, Devel: Rooms:9 f'i - Hamlet Br.3 Village: Baths Full: 2 Half:0 r Taxes: $8,119.99 Vill Tax: Basement Total Taxes: $8,119.99 Lot Size: -50 Owner:Erik-Lavelle Yr Built Exception: Unknown Appx Yr Built: 1900 Adult Comm: N ..-. may.....rt-.se:, ♦.d`�' ``�•� aPc > r f{.,�,� Modification Exclusions: New Constr: N REO: N School District: Mattituck-Cutchogue Elementary School: Mattituck-Cutchogue Elementary Sch Jr High School: Mattituck Junior-Senior High School High School: Mattituck Junior-Senior High School Property Info Rooms/Interior Anioliances/Utilities Exterior Construction:Block,Brick,Frame #Kitchens: 1 Included:Attic Fan,Ceiling Fan, Parking: Driveway,No Garage, Appearance: Excellent Interior Feat.: Convection Oven,Dishwasher,Door Private Parking Building Size: 1500Cathedral/Vaulted/High Ceiling, Hardware,Dryer,Flat Screen TV Exterior Feat: Deck,Patio Waterfront: Creek,Dock/Mooring, Den/Family Room,Eat in Kitchen, Bracket,Mailbox,Oven/Range, Driveway: Pvt Sound,Water Access,Water View, Hardwood Floors As Seen,Home Refrigerator,Screens,Shed,Storm Water. Drilled Well Waterfront Office,Pantry,Sky Light Windows,Washer,Water Conditioner Sewer: Cesspool Apx Int Sgft: Owned AIC: None Fuel: Oil,Oil Above Ground Heat:Base Board,Hot Water Public Remarks: North Fork Provenance:Rustic,Elegant,Delightfully Curated,Inside and Out.One-OF A-Kind Views,Once-in-A-Lifetime Location. Historic Home and Barn,Circa 1900,Fronts on Mattituck Creek.Stationary,Ramp and Floating Docks Provide Access to Mattituck Inlet or Long Island Sound.Secluded and Serene,40+/-Leyland Cypress Ensure Privacy and Zen-Like Tranquility.Back-Garden Gently Rolls from Rear-Deck to Two Patios: ' One Perfect for Entertaining,the Other,Quiet Contemplation.Inimitable Sky and Water Views.Haff Acre,Three Bedrooms,Two Baths,All Charm. 045 Sunset Drive, Mattituck, NY 11952 Sold Price: $850,000 �' ? �'"� +`• -. ML# 3308395 Res 1 Family,Att List Price: $899,000 LSC:cc-:" SedArea: Style:2 Story Devel: Rooms:7 Hamlet Br.4 Village: Baths Full: 2 Half: 1 Taxes: $8,600.00 Vill Tax: Basement Total Taxes: $8,600.00 Lot Size:45 Owner:Bingales Yr Built Exception: Appx Yr Built: 1999 Adult Comm: N Modification Exclusions: None New Constr: N REO: N School District Mattituck-Cutchogue Elementary School: Mattituck-Cutchogue Elementary Sch Jr High School: Mattituck Junior-Senior High School High School: Mattituck Junior-Senior High School Properly Info Rooms/Interior AppliancesNtilities Exterior Construction:Batt Insulation #Kitchens: 1 Included: Parking:2 Car Attached Appearance: Interior Feat.: AIC: None Exterior Feat: Building Size: Apx Int Sqft: Fuel: Oil Driveway: Pvt Waterfront: Heat:Base Board,Hot Water Water: Municipal Sewer: Cesspool Public Remarks: Private oasis close to beach shopping and public transportation immaculate home FRESHLY PAINTED interior,new garage doors,new washer dryer.SEPARATE LAUNDRY MUD ROOM WITH OUTSIDE ENTRANCE BEAUTIFUL yard with sweet.Out BUILDING COULD BE A CABANA OR A POOLPLENTY OF ROOM FOR A POOL A Home Ready for your life to unfold.MS CLEAN LIVES HEREM! Information supplied by third parties and not by OneKey®MLS 'Denotes a change in the data,. Information Copyright O 2022 OneKey®MLS 3 Recently Sold 65 Westview Drive, Mattituck, NY 11952 Sold Price: $899,000 .,>`•. " 't'"` ^ ` ML#:3361189 Res 1 Family,Det List Price: $899,000 LSC:CL SeclArea: Brower Woods Style: Mid Century Modem Devel: Rooms:7 ` r Hamlet: Br.2 Village: Baths Full: 2 Half:0 Taxes: $12,035.00 Vill Tax: Basement: Total Taxes: $12,035.00 Lot Size: 1 Owner:Reiter Barbara A Fmly Trt Yr Built Exception: Appx Yr Built: 1962 Adult Comm: N Modification Exclusions: None New Constr: N .;r REO: N School District: Mattituck-Cutchogue Elementary School: Mattituck-Cutchogue Elementary Sch Jr High School: Mattituck Junior-Senior High School High School: Mattituck Junior-Senior High School Property Info Rooms/Interior Appliances/Utilities Exterior Construction: Frame #Kitchens: 1 Included: Dryer,Oven/Range, Parking: Carport Appearance: Interior Feat: 1st Floor Bedrm, Refrigerator,Washer Exterior Feat: Deck,Sprinkler Lawn Building Size: en/Family Room,Formal Dining AIC: Central SYS Waterfront: Creek,Water View, Room,Hardwood Floors As Seen, Fuel: Natural Gas Driveway: Pvt Waterfrontalk Out Basement Heat: Hot Air Water: Drilled Well Apx Int Sglt: I I Sewer: Cesspool Public Remarks: Perched On A Wooded Hill High Above Mattituck Creek,This Waterfront Mid-Century Modem Ranch Was Clearly Inspired By The signs Of Frank Lloyd Wright And Is Ready For New Owners With An Imagination and Desire to Make This Their Own.The Main Level Features An pen Floor Plan With Living Room Featuring A Double-Sided Gas Fireplace,Dining Area,Sitting Area,Two Bedrooms And A Full Bath Plus a Waterfront 3creened In Porch. 142 Feet of Frontage on Mattituck Creek.The Expansive Walk-Out Lower Level Is Partially Finished.Room For A Pool.Close To ove Lane,Fine Dining,Vineyards,Beaches,Horse Farms....All The North Fork Has To Offer. 400 Bayview Avenue, Mattituck, NY 11952 Sold Price: $930,000 ML#:3381995 Res 1 Family,Det List Price: $899,000 LSC: CL 1r Sec/Area: Shore Acres Style: Cottage I Devel: Rooms: 5 Hamlet: Br. 1 Village: Baths Full: 2 Half:0 ',µ Taxes: $5,515.58 VillTax: Basement: Total Taxes: $5,515.58 Lot Size: A3 Owner. 1400 Bayview Ave Lie Yr Built Exception: Appx Yr Built: 1929 Adult Comm: N :Ati..'?+r Modification Exclusions: None New Constr: N REO: N School District: Mattituck-Cutchogue Elementary School: Mattituck-Cutchogue Elementary SCh Jr High School: Mattfluck Junior-Senior High School High School: Mattituck Junior-Senior High School Proloerty Info RoomsRnterior Apnliances/U6lities Exterior Construction:Frame #Kitchens: 1 Included: Dryer,Shed,Washer Parking: Driveway Appearance: MINT Interior Feat.: Hardwood Floors As AIC: Central Exterior Feat: New Windows, Building Size: Seen Fuel: Propane Sprinkler Lawn Sys Waterfront:Water Access Apx Int Sqft: Heat: Forced Air Driveway: Pvt Water: Drilled Well Sewer. Septic Public Remarks: Perfect North Fork cottage beautifully restored.Unpack your bags and enjoy your all new with modem amenities vacation home.This rfectly located cottage is close to everything Mattituck has to offer,wineries,beaches,parks and town.Just tum the comer and you can launch your ayak or paddle board into Mattituck Inlet.Beautiful wood floors through out,stainless steel appliances,quartz countertops,wood burning fireplace. Downstairs has a full bath,living room,laundry all weather room.Upstairs has the primary suite,bathroom and a loft.Must see to appreciate this move in ready quintessential North Fork get away! Information supplied by third parties and not by OneKey®MLS 'Denotes a change in the data.. Information Copyright©2022 OneKey®MLS 4 Recently Sold 1450 Deep Hole Drive, Mattituck, NY 11952 Sold Price: $875,000 MI-M-3320799 Res 1 Family,Det List Price: $999,000 LSC: CL SedArea: Heart Of North Fork Style: Ranch Devel: Rooms:5 Hamlet Br.2 Village: Baths Full: I Halt 0 Taxes: $7,539.00 Vill Tax: Basement Total Taxes: $7,539.00 Lot Size: .33 acre Owner.Wolfe Demey Yr Built Exception: AppxYrBuilt: 1975 Adult Comm: N Modification Exclusions: None New Constr. N RED: N School District: Mattituck-Cutchogue Elementary School: Mattituck-Cutchogue Elementary Sch Jr High School: Mattituck Junior-Senior High School High School: Mattituck Junior-Senior High School Property Info ROOMsfintedor AgpIlLancesaUff(fts Exterior Construction:Frame #Kitchens: 1 Included:A/C Units,Dryer,Hot Tub, Parking:2 Car Attached Appearance: Mint Interior Feat.: 1st I'll Master Oven/Range,Refrigerator,Washer Exterior Feat: Deck,Private Building Size: Bedroom,1st Floor Bedrm, AIC: Wall Units Entrance Waterfront: Creek,Water Access, Cathedral/Vaulted/High Ceiling,Eat Fuel: Oil Above Ground Driveway: Pvt Water View,Waterfront n Kitchen,Walk Out Basement Heat: Forced Air Water: Drilled Well 1 Apx Int Sqft: 1 1 Sewer: Cesspool Public Remarks: Simply Paradise!Enjoy tranquility in this wonderful sprawling Ranch with open floor plan!Located in desirable Deep Hole Creek in the ieart of the North Fork,boat in minutes to waterfront dining in Greenport,New Suffolk,Shelter Island and Riverhead!15 minutes to Shinnecock Locks nd 25 minutes to Shinnecock Inlet for world class fishing!Backyard dock has accommodated deep vee boats ranging in length from 20-34 feet!Spacious ooms throughout,enjoy Hardwood Floors and fireplace,relax in the hot tub,and plenty of storage in the full.unfinished basement!North Fork's BEST e r pt secret Come see and fall in love! Information supplied by third parties and not by OneKey(D MLS *Denotes a change in the data. Information Copyright@ 2022 OneKey®R MLS 5 Map Watemlle 11 Ij j, C --.--shorerm S 6 Wait) I fil v If P' attlVL tu llWhO A vt 1Y Y." W. l3im va j u e IN r'K ihlfwcr� Cot R.ism® 725'TvmTrxm i Comparables # ML# Address Town Style Rooms Bedrooms Baths Price LSC -------------- -------- 1 3308359 3500 Cox Neck Road Mattituck Antique/Hist 9 3 2 $895,000 CL 2 3308395 1045 Sunset Drive Mattituck 2 Story 7 4 2.5 $899,000 CL 3 3361189 165 Westview Drive Mattituck Mid Century Modern 7 2 2 $899,000 CL 4 3381995 1400 Bayview Avenue Mattituck Cottage 5 1 2 $899,000 CL 5 3320799 1450 Deep Hole Drive Mattituck Ranch 5 2 1 $999,000 CL Infornation supplied by third parties and,not by One.KoyT9 P-Oit-S Denotes o change in the data. Information Copyright )2022 One.KeySr,MLS Market Statistics Report Recently Sold J f 1 3500 Cox Neck Road ( s I { 1045 Sunset Drive I I i 165 Westview Drive s i I i 1400 Bayview Avenue 1450 Deep Hole Drive $800,000 $880,000 $960,000 $1,040,000 $1,120,000 Information supplied by third parties and not by OneKey®MLS Information Copyright©2022 Onei<ey®MLS 7 Days on Market Report Recently Sold 3500 Cox Neck Road � � I 1045 Sunset Drive f 165 Westview Drive # a 1400 Bayview Avenue 1450 Deep Hole Drive j DOMO DOM60 DOM120 DOM180 DOM240 Information supplied by third parties and not by OneKey®MLS Information Copyright©2022 Onel<ey®MLS g (; .,'Yfy "?� �.o-<; `• v ". � �..� _.-^,.,,�...,,,...� awe.. '". y`°" ��y..�y,.'r�i ,�y'i" ids;Y y" "';.2�1�-.er`l•i;` ,} "`�\.- .l •,r J-r: 'a.d 'r,�:Y" e'^i L1[;�'..: L1J_3. " , ':x�:, /' I Y��...-... P ���� Via'.'` ^✓ `�.'.�o7-�'TM''m`-"�iiY�y-B= {���1� ��S'.�,a+„��-+��::�.�v'E.. ,-.:�,• ^� N1- � OR f .; l ` Suffolk County Department of Labor Licensing & ,: xt >T' tr.... Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPP; UGE,NEW YORK 11753 � " DATE.E ISSUED: 12!5/2019 !w;, 1(t. HI-63126 1 SUFFOLK COUNTY Hoare Improvement Contra ; p Contractor License '1 ° `lle °�� This is to certify that � 12t)13tiR"CQ RUUttIGIiEZ ,� �•' �,•e};, 1;: doing business as TICOS BROS BUILDERS If INC z ` - '` '� ` �; Navin+ famished t;tc rcgaircmentc set fori11inaccordam c with and subject to the provisions of a bl livae 1.155,tuies and regulation>oF'the Count;'of Suffolk,State of New York is hcteby licensed to conduct business:s a HOME. [MF'RUVC1,FN"f CO?�TR,4C7'OR,in tir:County of Sutltt?k. r { �� �,g� Addi[i,.�al Rzt.tae.•e< RCsffi[ti(,ac 'i?w, ;;�'{z�f .' 1-VALID WITHOUl' AND A CURRENT Xl L4F+' ,. t HAIRS nil ._�•�� � cit°-`-��a, Frank Nardelli r1 s> . .�^'�' 'r -s'. .^y� •7asr.vrr.:.a`r�cn:-:r.,a.. -r�.a.�v.a2«a,.>�„d,a�.�. �:�,'� r ," y ,}1(��. Y� ^^(�("�f�.I�^., M; .��'J��`d!•`�'^�f�.D�,-;''`•�P�G•����ia�' '�r`����c, _.,�'k=J �_ ;'dt'� .' �:-7�.. _ `u3�, '� t 4s"s.�?'�'1 ,�==�.�� .�. .._.�1�.�"''a���_ Y,.-. ..bs-'ts�,! a"`>��"� �. �'...,,..�,,.•<r�,.��,r � "�fcrs,=1 :�''''',,�}'y'� �""'!t:i+k�' t ,eco" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYY1) 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 AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 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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 INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DD EFF MMIDD EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AMAGE TO RENTED CLAIMS-MADE Fx_1 OCCUR CA000042366 06/23/2021 06/23/2022 PREMSES Ea occurrence $ 300,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Empl Benefits Liab $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B UMBRELLA LIAB X OCCUR MM0435542 02/01/2022 06/23/2022 EACH OCCURRENCE $ 3,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N SPTER ERS ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If I 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 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The 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 0. ''� R AAAA^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 INC TOWN 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 POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2284 343-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ROBERTO RODRIGUEZ TICOS BROSS BUILDERS II INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND T �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 160150599 U-26.3 Y Rare;E Compensationpensation Workers! CERTIFICATE OF INSURANCE COVERAGE r Board DISABILITY 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 coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 82-0948510 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Building Department Standard Security Life Insurance Company of New York Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" 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: Q A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as descol7ad above. Date Signed 4/25/2022 By W6eA' (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 Agent 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 Acceptance Unit, PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law 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 licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10.17) IIIII 111 °1°1°�°°111°1°�11°��°��°��I°1111111 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier 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 Insurance 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 the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a 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 certificate 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 State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in 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 after 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 with 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 subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10.17)Reverse Generated by REScheck-Web Software Compliance Certificate Project 185 Riley Avenue, West Energy Code: 2018 IECC JUL d 5 2022 Location: Mattituck, New York BUILDING DEPT. 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 riadhmjs@hotmail.com John@jm2architecture.com • a - • prescri;ptiVe recIpIrementsfor e prefects, 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 Gross, Cont. ee Req. Prop. Req. Assembly LI-Factor e Perimeter Ceiling: Cathedral Ceiling 1,262 36.8 3.6 0.026 0.026 33 33 Wall:Wood Frame, 16" o.c. 1,151 24.5 0.0 0.053 0.060 61 69 Floor:All-Wood joist/Truss 1,093 19.0 0.0 0.047 0.047 51 51 Window: Wood Frame 76 0.320 0.320 24 24 SHGC: 0.33 Door: Solid Door(under 50%glazing) 17 0.320 0.320 6 6 Door: Glass Door(over 50%glazing) 39 0.320 0.320 12 12 SHGC: 0.33 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 lI Version : REScheck-Web and to comply with the mandator equirements listed in the REScheck Inspection Checklist. Name-Title Signat a Date Project Title: 185 Riley Avenue, West 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 Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies !Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ; IS building envelope.Thermal [ ❑Not Observable envelope represented on #' ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 !,energy code compliance for ; [PR3]1 alighting and mechanical systems. # ❑Not Observable , ;o ;Systems serving multiple ( ❑Not Applicable ; dwelling units must demonstrate ; compliance with the IECC 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 :❑Does Not g [PR2]2 on loads calculated per ACCA ; Coolin Cooling Manual J or other methods 1 Btu/hrBtu/hr ;❑Not Observable approved by the code official. ,❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 131 1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West 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 " ;F-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13:1 Low impact(Tier 3) Project Title: 185 Riley Avenue, West 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, l Door U-factor. ! U- U- !❑Complies ;See the Envelope Assemblies 402.3.4 i I ;❑Does Not table for values. FRl]i I I [ ! ;❑Not Observable ! �❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ! ;❑Does Not table for values. 402.3.3, ; 402.5 ; ❑Not Observable [FR2]1 ` ; ;❑Not Applicable ; 303.1.3 !U-factors of fenestration products - ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance k- .'.=<--4 ;. 4:: ❑Does Not !with the NFRC test procedure or ❑Not Observable (taken from the default table. ❑Not Applicable ; 402.4.1.1 !Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's []Does Not instructions. ! ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 4. " ❑Not Observable )or has infiltration rates per NFRC '1400 that do not exceed code ❑Not Applicable !limits. 4"02.4.5" IC-rated recessed lighting fixtures . ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm L leakage at 75 Pa. ❑Not Observable I ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is `. ": j ❑Does Not completely inside the !>= 3 inches in diameter and >_ . . ;building envelope. ;R-6 where< 3 inches.Supply and=-.<.:=.-:: ❑Not Observable I return ducts in other portions of ❑Not Applicable ; !the building insulated >= R-6 for ; diameter>= 3 inches and R-4.2 P, !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 ! joints/seams compliant with ❑Does Not I !1 P []Not Observable International Mechanical Code or International Residential Code,as <; ❑Not Applicable ,.. ., laPPlicable. 403.3.5 Building cavities are not used as ;. ❑Complies ;Requirement will be met. [FR15]3, ducts or plenums. ; :..:'."'. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies !Requirement will be met. [FR17]2, above 105°F or chilled fluids ; I I❑Does Not below 55°F are insulated to >—R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVACt " ..;>."k.a: ❑Complies :Requirement will be met. piping. '¢i,.'-.. is [FR24]1 = ss ., = ❑Does Not a � ! u ❑Not Observable ; , . ❑Not Applicable ; 403.5.3 . Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 >R-3. !❑Does Not 41 ;❑Not Observable I ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West 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 ❑Complies ;Requirement will be met. [FR19]2 l installed on all outdoor air ❑Does Not j ;intakes and exhausts. # ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West 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 ::" ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. _• ❑Not Observable ❑Not Applicable 402.1.1, i Floor insulation R-value. R- R- I❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ',❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable t , ❑Not Applicable 303.2, ;Floor insulation installed per � ❑Complies :Requirement will be met. 402.2.8 :manufacturer's instructions and FG :` ❑Does Not j [IN2]1 ;in substantial contact with the y ❑Not Observable underside of the subfloor, or floor is framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous " : insulation is installed on the underside of floor framing and !extends from the bottom to the :' : top of all perimeter floor framing . members. 402.1.1, ;Wall insulation R-value. If this is a; R- : R- ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the 1❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 awall insulation on the wall [IN3]1 :exterior,the exterior insulation ;E] Mass E] mass ❑Not Observable requirement applies(FR10). ;❑ Steel i E] Steel ❑Not Applicable : 303.2 ;Wall insulation is installed per []Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable G ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West Report date: 07/05/22 Data filename: Page 6 of 9 "Section Plans Verified Field Verified # Finallnspection.Provisions - Complies? Comments/Assumptions & Req.ID Value -Value 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, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.6 ❑ [FI1]1 ; Not Applicable I 303.1.1.1, ;Ceiling insulation installed per x ❑Complies ;Requirement will be met. 303.2 'manufacturer's instructions. " ❑Does Not [FI2]1 !Blown insulation marked every . .,. '': F.: '300 ftz. .,.,. ..,.:. 1... .fz .-;`;, "•:.[]Not Observable z ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies ,Exception: Requirement is [FI22]2 insulation include baffle adjacent F"F_ = ❑Does Not :not applicable. to soffit and eave vents that ' 1 []Not' Not Observable 1 l extends over insulation. . : ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the UDoes Not !adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = I❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not i<=3 ach in Climate Zones 3-8. '❑Not Observable 1 ❑Not Applicable 403.3.3 I Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Exception: Requirement is [FI27]1 determine air leakage with ftz ft2 ;❑Does Not !not applicable. !either: Rough-in test:Total ;leakage measured with a :❑Not Observable 1 I pressure differential of 0.1 inch ❑Not Applicable ; w.g. across the system including the manufacturer's air handler ; I I enclosure if installed at time of :test. Postconstruction test:Total ; i leakage measured with a :pressure differential of 0.1 inch 1w.g. across the entire system lincluding the manufacturer's air ; I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 1❑Complies ;Exception: Requirement is [FI4]1 lcfm/100 ft2 across the system or 1 ftz ft2 ;❑Does Not not applicable. <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in []Not Observable tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 Air handler leakage designated rts" ❑Complies :Requirement will be met. [FI24]1 by manufacturer at<=2% of .: :,,as: `'? n4 ❑Does Not design air flow. ❑Not Observable F 4 2 ❑Not Applicable ; 403:1.1 Programmable thermostats u` `} sg .=.°'.=< :° =` £5 ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and = . ❑Not Observable initial) set b manufacturer to ,� 1 code specifications. �' - ` ' - =:s- _`❑Not Applicable F, , 403.1.2 . Heat pump thermostat installedxi , fig ❑Complies Requirement will be met. [F110]z }Ion heat pumps. .,, =V::.- :, 3. R= >❑Does Not :]Not Observable , :]Not Applicable 403.5.1 Circulating service hot water ;yg s ❑Com lies ;Requirement will be met. [Fill], systems have automatic or ❑Does Not accessible manual controls. 39 r s n''`. -❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West 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 z` ❑Complies ;Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy " and air flow limits per Table i ❑Not Observable R403.6.1. ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [F126]2 through one-or two-pipe heating r ❑Does Not systems have outdoor setback control to lower boiler water ," ❑Not Observable temperature based on outdoor : ❑Not Applicable ; temperature. f 403.5.1.1 Heated water circulation systems '-" ," a-=;. ❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The : ❑Does Not system return pipe is a dedicated _; < return pipe or a cold water supply= []Not Observable" '�4`.`: ��� • - �" pipe. Gravity and thermos- f,. " x" ❑Not Applicable syphon circulation systems are { not present. Controls for circulating hot water system ` pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump t�, when water is in circulation loop is at set-point temperature and no demand for hot water exists. If, = .- 403.5.1.2 Electric heat trace systems ❑Complies :Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL >" ❑Does Not not applicable. 515. Controls automatically ."* '"" -`",:"°:: `:. - .. , " . []Not Observable ; adjust the energy input to the "- heat tracing to maintain the . " ❑Not Applicable desired water temperature in the . - piping. 403.5.2 Demand recirculation water ❑Complies :Exception: Requirement is [F[30]2 systems have controls that []Does Not :not applicable. manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water [..-" ❑Not Applicable piping to<= 1044F. 403.5.4 Drain water heat recovery units [' ❑Complies ;Exception: Requirement is [F[31]2, tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat `. _ ❑Not Observable f recovery units < 3 psi for : ❑Not Applicable ; individual units connected to one or two showers. Potable water- 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. [F16]1 !fixtures have high efficacy lamps :_ ❑Does Not ! []Not Observable - ❑Not Applicable g g g y s.."- F"=- :. M°:fie t"> "=, e :; ❑Complies ;Exception: Requirement is 404.1.1 Fuel as li htin s stems have [FI23]3 no continuous pilot light. `- <£ J# ❑Does Not !not applicable. ❑Not Observable ❑NotApplicable ! 401.3 Compliance certificate posted. "'; ` ' r a - ❑Complies ;.Requirement will be met. [F19]2 []Does Not - ❑Not Observable ! ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 185 Riley Avenue, West Report date: 07/05/22 Data filename: Page 8 of 9 SectionPlans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions. & Req.ID 303.3 'Manufacturer manuals for ❑Complies !Requirement will be met. (FI18]3, mechanical and water heating ❑Does Not I 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, West Report date: 07/05/22 Data filename: Page 9 of 9 201 8 IECC Energy Efficiency Certificate Absul'atiort Rating, Above-Grade Wall 24.50 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 40.35 Ductwork (unconditioned spaces): Door Rating, U_FactorSHGC Window 0.32 0.33 Door 0.32 0.33 . . Heating System: Cooling System: Water Heater: Name: Date: Comments KbAd Architect of Record: Il CONSTRUCTION NOTES 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. R C 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 R15PON51BLE FOR 5UPERVI510M 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 SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD, 2410 NORTH OCEAN AVENUE G. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMEN5101\15 AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 F1 631.320.3307 GENERAL FOUNDATION /CONCRETE NOTES Applicant: RfT Realtors LLC/Riadh McJrissi 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-G313 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 5TAGE5 OF CONSTRUCTION. THE ADEQUACY OF THE Architect of Record: DE51GN OF TEMPORARY BRACING,SHORING, ETC.IS THE CONTRACTOR'S RESPONSIBILITY. JM2 Architecture,PC • IT IS THE CONTRACTOR'S 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. Farmingville,NY 11738 • THE BRACING DE51GN FOR MASONRY WALLS 15 THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY BRACING FOR WALLS SHALL BE (G31)320-3305 ADEQUATE TO RE515T 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 COMPRE551VE 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 501125 OCCUR, EXCAVATE AND REPLACE WITH AN ACCEPTABLE ENGINEERED FILL OR LOWER THE BOTTOM OF THE FOOTING TO AN ACCEPTABLE ELEVATION. MEP Engineer: • A55UMED DE51GN NET SOIL PRESSURES: SPREAD FOOTINGS: 1,500 PSF CONTINUOUS WALL FOOTINGS: 1,500 PSF CONCRETE: Surveyor: NOTE:ALL FRAMING ON FOUNDATION PLAN 15 ASSUMED t MUST BE VERIFIED IN THE FIELD IF EXISTING. 9 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, A55UMED EXISTING GIRDER LINE t CONDITION/51ZE5 OF EXISTING GIRDERS AND REPORT FINDINGS TO 0 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). (G31)727-2303 SHALL BE REPLACE.MAINTAIN MINIMUM 18"CLEAR HEIGHT FROM CRAWL SPACE GRADE TO BOTTOM OF 0 CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO GIRDER REMOVE EXCESS 501125 AS REQUIRED.ALL GIRDERS t 51LLL PLATES TO BE CCA LUMBER ASTM C33,TYPE I PORTLAND CEMENT CONFORMING TO A5TM C 150,AND SHALL HAVE THE FOLLOWING COMPRE551VE STRENGTH(FC)AT 28 DAYS: FOOTINGS AND MATS: 3,500 PSI Protect Name FOUNDATION WALLS AND GRADE BEAMS: 3,500 P51 12"PC FOUNDATION TRENCH FOOTING SLABS-ON-GRADE: 3,500 P51(700 PSI FLEXURAL) 18 5 Riley Ave EXISTING STAIRS� PROPOSED 12"PC FOUNDATION TRENCH W/(2 I)#5 TOP t BOTTOM PROVIDE RETAINING WALLS,CURBS,SIDEWALKS AND SLABS EXPOSED TO DE-KERS: 4,000 PSI(G% +/- I%ENTRAINED AIR BY VOLUME) #BOTTOM PROVIDE 5/8"DIA.A.B. @32" FROM BILCO DOOR FOOTING/FOUNDATION WALL W/(2 I)#5 TOP RO M SILL PL ENDS t CORNERS O A.B. @32"O.C.�@ G"TO 12° CONCRETE(PLOWABLE FILL OR LEAN CONCRETE)USED AS FILL UNDER FOOTINGS OR AS BACKFILL BEHIND WALLS SHALL CON515T OF NATURAL SAND FINE 14'-4 1/2" O.C. t @ G"TO 12"FROM SILL PL ENDS PROVIDE 3"x 3"x 8"THICK SQUARE AGGREGATE,TYPE I PORTLAND CEMENT CONFORMING ASTM C 150(50 POUNDS MINIMUM),AND TYPE C OR F FLY ASH,AND HAVE A COMPRESSIVE Project Address B C D B STRENGTH (PC)AT 28 DAYS OF 75 PSI. 18 5 Riley e Avenue, A o C CORNERS PROVIDE 3"x 3"x 8"THICK WASHER NUT @EVERY A.B. CONCRETE COMPRE551VE STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A5TM C39. COPIES OF THE TEST RESULTS SHALL BE y SQUARE WASHER t NUT @EVERY A.B. FORWARDED DIRECTLY TO THE ARCHITECT. ONE SET OF SPECIMENS SHALL BE TAKEN FOR EACH DAYS POUR OF APPRECIABLE SIZE AND FOR EACH 100 CSV CSV CUBIC YARDS IN ACCORDANCE WITH THE LATEST EDITION OF A5TM C31. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS C5V C5V - - - ' Mattituck, NY I 1952 A ° „ TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING. ° d d a CONCRETE FLEXURAL STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C78. COPIES OF THE TEST RESULTS SHALL BE FORWARDED UP ° ° D ° 2'-0" 2'-p" DIRECTLY TO THE ARCHITECT. ONE SET OF SPECIMENS SHALL BE TAKEN FOR EACH DAYS SLAB POUR OF APPRECIABLE 51ZE AND FOR EACH 200 CUBIC Project Type a °` 2'-0" (BP) I' 6" YARDS IN ACCORDANCE WITH THE LATEST EDITION OF A5TM C3 li EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 14 DAYS,ONE TESTED AT 28 EX. HWH I A DAYS AND 2 SPECIMENS TESTED AT 5G DAYS. o SLUMP TE5T5 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 5 D CYLINDERS AND SLUMP TESTS SHALL BE TAKEN AT THE POINT OF`/MAL PLACEMENT. N. A 8"H x I'-4"W CRAWL • ADJUSTMENT OF SLUMP BY ADDING WATER TO THE MIX AT THE JOB SITE SHALL OCCUR AS FOLLOWS. ADJUSTMENT SHALL BE MADE ONE TIME ONLY C9 I SPACE VENTS(CSV) I'DIA x 3'DEEP WITH A MAXIMUM OF 2 GALLONS OF WATER PER CUBIC YARD SUCH THAT THE SPECIFIED SLUMPS AND WATER/CEMENT RATIOS ARE NOT EXCEEDED. THE EX. HVAC d z ° SONCTUBE PIER(TYP.) 4°` B CONCRETE SHALL BE MIXED AFTER THE ADDITION OF WATER ONE MINUTE PER CUBIC YARD TO A MAXIMUM OF 5 MINUTES. Revisions TYPICAL x G B 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 ° 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. Revised per Owner 04-25-2022 F-{ ) — — — — — — — PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. OPENINGS IN SLABS WITH A MAXIMUM 51DE DIMENSION OR EXISTING C Revised per Town of Southold OG-14-2022 —� DIAMETER OF 10 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT,UNLESS NOTED OTHERWISE. THE ARCHITECT SHALL COLUMN I ° C5"x 28"(MIN.) APPROVE THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS. Revised per 2018 IECC 07-05-2022 28"x 28"(MIN.) o CRAWL SPACE I N CRAWL SPACE THE CONTRACTOR SHALL VERIFY THE LOCATION OF SLEEVES,OPENINGS, EMBEDDED ITEMS,ETC.AND SHALL ENSURE THAT THEY ARE IN PLACE PRIOR TO Revised wlFoundafion Plan 11-14-2022 ACCESS PANEL o y I _ A - ACCESS PANEL THE PLACEMENT OF THE CONCRETE. EXISTING o a- UNFINISHED C9 I'DIA,x 3'DEEP D I CONCRETE REINFORCEMENT: BASEMENT a SONOTUBE PIER(TYP.) 9 ; REINFORCING BAR DETAILING, FABRICATING,AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: "5PECIFICATION5 ° FOR STRUCTURAL CONCRETE BUILDINGS"(ACI 30 1)AND"ACI DETAILING MANUAL"(5PGG). d C D 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 FOUNCATION o A PROVIDE STANDARD BAR CHAIRS AND 5PACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. WALLS TO REMAIN d o WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO A5TM A 185 UNLE55 OTHERWISE NOTED. FABRIC SHALL BE SUPPLIED IN FLAT Co — o SHEETS AND LAPPED A MINIMUM OF 14 INCHES. p< do A WELDED WIRE FABRIC IN SLABS-ON-GRADE 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 77 C BNOT a NOT SHOWN OR NOTED, PROVIDE A CLA55"B"LAP AT SPLICES. ° EXISTING FLOOR FRAMING e 4 4 " a HORIZONTAL BARS IN WALLS OR GRADE BEAMS SHALL BE BENT AT CORNERS AND INTER5ECTION5 IN SUCH A WAY THAT CONTINUITY 15 PROVIDED PIN NEW FOUNDATION TO EXISTIN (3) ABOVE TO REMAIN ° EXISTING FLOOR FRAM G I THROUGH THE JOINT. SEPARATE CORNER BAR5 OF THE SAME SIZE AND SPACING AS THE HORIZONTAL REINFORCING MAY BE SUBSTITUTED FOR THE TIMES WITH#4 IN 9/16"0 HOLES. ABOVE TO REM B BENT PORTION OF THE CONTINUOUS BARS. EPDXY SOLID,TYP.BOTH SIDES THE CONCRETE CONTRACTOR SHALL PREPARE DETAILED WORKING OR SHOP DRAWINGS TO ENABLE FABRICATION, ERECTION AND CONSTRUCTION OF THE o� D i`EXISTING N B I WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND SHALL 5UBMIT ONE ELECTRONIC COPY TO THE ARCHITECT FOR APPROVAL. CRAWL SPACE N EXI5 G THESE SHOP DRAWINGS WILL BE REVIEWED FOR DESIGN CONCEPTS EXPRESSED IN THE CONTRACT DOCUMENTS ONLY, THE CONTRACTOR SHALL BE C ° n- CRA SPACE N RESPONSIBLE FOR ALL DIMENSIONS,ACCURACY,AND FIT OF WORK. O> an N ( O N E CV — I NON-SHRINK GROUT: C ° C9 I C THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 8'- 10" 101-511ol. A GROUT SHALL BE A NON-METALLIC,SHRINKAGE R1515TANT(WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-CG21), SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY +/ 10'-2" I +/ 10'- PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT,51LICA SANDS,SHRINKAGE COMPENSATING AGENTS AND UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 2' BEAM POCKET(BP) D VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. ,I FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRE551VE STRENGTH(PC)OF 5,000 PSI IN 28 DAYS. °- I'-0" ,_ 1'-oil GROUT COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C 109. STATE EDUCATION LAW. d } C5V I D C> D o I N Drawing Title X _ B A D N `� Co �I a A 2N ' � A � - .- 2i 0u 2 0 21_0" 2' foundation Plan BEAM POCKET(BP) C 4 A - °' SCTM# 1000-143,00-04.00-029.000 BUILDING No: CSV CSV CSV CSV o SCDHS No.: JM2 No: 2022-0699 B A D C B A D C B 8 H x P-4`WCRAWL SPACE VENTS(CSV) PLANNING No: DATE: 11/15/2022 101-01 20'-6" 22'-3 112" TYPICAL x 4 SEAL 4 SIGNATURE: DESIGNED BY: DA CHECKED BY: JM qy SCALE: As indicated C DWG No: Foundation PIanS I N (P 1 /411 II _ I I_OII �j' F NE y SECTION 0501 EXISTING BU I LDI NGS GENERAL BUILDING NOTES BUILDING DATA Architect of Record: SECTION 8501 EXISTING BUILDINGS 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODE50F ALL AUTHORITIES HAVING JURISDICTION. 5ECTION/BLOCK/LOT#: 1000-143.00-04.00-029.000 R501.1 SCOPE 2.ALL SUB-CONTRACTOR5 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 PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. WORK. USE: RESIDENTIAL 5INGLE-FAMILY3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN 5RICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T.M.SPECIFICATIONS. SITE AREA: 15,350 5F(0.35 ACRE) JM2 R501.1.1 ADDITIONS,ALTERATIONS, OR REPAIRS:GENERAL 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. CONSTRUCTION AREA: WEST: 1,093 5QFT. EAST:777 SOFT PAIRS 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 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 CLASS: R(RESIDENCE)(51NGLE-FAMILY) jRC I T E C T U R E P c ADDITIONS,ALTERATIONS, 0 R RE G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HATING JURISDICTION, CONSTRUCTION CLA55: 55(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 REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 8501.2 EX15TING BUILDINGS 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING, JM2 ARCHITECTURE, PC EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT EE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. 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 THIS CODE, 10.THE SOUTHOLD 5UBDIV15ION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. SUITE 300 11.THIS SITE PLAN 15 BASED ON A SURVEY PREPARED BY YOUNG+I YOUNG, DATE UNKNOWN. FARMINGVILLE, NY, 11738 8501.3 MAINTENANCE T I 631.320.3305 FJ 631.320,3307 BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE NAINTAINED IN A SAFE AND SANITARY CONDITION.DEVICES AND 5Y5TEM5 THAT ARE REQUIRED BY THI5 CODE SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION KEY MAP SCOPE O F WORK UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THI5 CHAPTER SHALL NOT PROVIDE THE BASIS FOR Applicant: REMOVAL OR ABROGATION OF ENERGY CONSERVATION,FIRE PRDTECTION AND SAFETY 5Y5TEM5 AND DEVICES IN EXISTING STRUCTURES. . RST Realtors LLC I Pvadh Metrissi fNYI 8501.4 COMPLIANCE aa'� GENERAL: 1)RENOVATION5 AND INTERIOR ALTERATIONS FOR TWO EXISTING COTTAGES 43 Maplewood Avenue, ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY tMTH THE PROVISIONS FOR ALTERATIONS, REPAIRS,ADDITION5 AND CHANGES OF a 2)NO WORK PROPOSED AT EXISTING DETACHED GARAGE Selden,NY, 11784 4` c, .:, One F,,: 3)NO PROPOSED SITE WORK (917)340-G313 OCCUPANCY OR RELOCATION, RESPECTIVELY, IN THI5 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 C 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, 1. WEST COTTAGE: I)NO WORK AT BASEMENT LEVEL, EXISTING HOT WATER HEATER AND HVAC TO REMAIN I' ; 2)EXTERIOR-NEW TYVEK, NEW VINYL SIDING Architect of Record: 8501.5 NEW AND REPLACEMENT MATERIALS 3)EXISTING CHIMNEYTO BE REMOVED JM2 Architecture,PC e e c. _r;o :' 4)NEW DOORS+t WINDOWS AS NOTED 2410 North Ocean Ave.Suite 300 EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THI5 CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO ' ' P� 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 SIMILAR OCCUPANCY,PURPOSE AND LOCATION. 5)WINDOWS PREVIOUSLY REMOVED t INFILLED AS NOTED Farminvdle,NY 11738 9 L ` G)REMOVE t INFILL PREVIOUS ENTRY DOOR ON RILEY AVENUE (G31)320-3305 _ 7)NEW 112"GWB AT EXISTING INTERIOR STUD WALL5 SECTION 8503 ALTERATIONS �`�° `t'r�r, •rtRt,re `t '_�'_' 8)PROPOSED CLOSETS IN EXISTING BEDROOMS Structural En sneer: 8503.1 GENERAL F tQ9 Ave KrauseRa ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION,ALTERATIONS SHALL BE SUCH THAT THE EX15TING BUILDING OR STRUCTURE IS NOT LE55 CONFORMING TO e �an o 9)NEW KITCHEN,LAUNDRY ROOM,AND BATHROOM APPLIANCES, FIXTURES,CASEWORK AS SELECTED BY OWNER THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OK STRUCTURE WAS PRIOR TO THE ALTERATION. b79tre,n eW`.F�Pn� 10)NEW FLOOR,WALL,AND CEILING FINISHES AS SELECTED BY OWNER THROUGHOUT W EAST COTTAGE: 1)EXTERIOR-NEW TYVEK,NEW VINYL SIDING ALTERATIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THI5 CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE `% 2)EXISTING CHIMNEYTO BE REMOVED Magic Fotintain,d � 185[ Wey Ave, 3)NEW DOORS✓f-WINDOWS AS NOTED EX15TING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE.ALTERATIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EX15TING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE c, M3ttiwca.,NY 11952 d 4)WINDOWS PREVIOUSLY REMOVED MILLED AS NOTED MEP Eng l neer: 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 R503.2. `` �, elio Tile sa Tc--YFug,on Na tr' `' s, 5)NEW 112"GWB AT EXISTING INTERIOR STUD WALL5 fNYI 8503.1.I BUILDING ENVELOPE G)PROPOSED CLOSES IN EXISTING BEDROOMS ', ro o, BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR 8402.1.4,SECTIONS 8402.2.1 THROUGH 8402.2.13, R402.3.I,R402.3.2, 8402.4.3 AND 8402.4.5. " �° a palet 7)NEW KITCHEN,LAUNDRY ROOM,AND BATHROOM APPLIANCES, FIXTURES,CASEWORK �a d " 3 8)NEW FLOOR,WALL,AND CEILING FINISHES AS 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: '`r '` Surveyor: EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. r f f` D ( MW I N G LIST Young Young N 400 Ostrander Ave, Riverhead,NY 11901 SECTION R504 REPAIRS s. A-I TITLE PAGE/PLOT PLAN (G31)727-2303 8504.1 GENERAL Vatt luckPa A-2 FLOOR PLANS BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THIS SECTION,WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS �vti�°`� SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THI5 CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION 8501.3,ORDINARY REPAIRS EXEMPT FROM ° e� ��mp A-3 "WEST"ELEVATIONS PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THI5 SECTION. ��"¢��e A-4 "EAST'ELEVATIONS APPROVED AS NO r ED Protect Name NOT TO SCALE �, ®&�.�� � A-5 NAILING SCHEDULE A-G STRAPPING DETAILS DATE: B.P.# FEE: 185 Riley Ave NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Protect Address 1. FOUNDATION - TWO REQUIRED FOR POURED C 185 Riley Avenue, ^NCRETE P. ROUGH - FRAMING & PLUMBING I/ 44. INSULATION Mattltuck, NY 1 195 2 . FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Protect Type REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Ren0vat10n5 COMPLY WITH ALL CODE OF Revisions NEW YORK STATE & TOWN ODES onstruction Documents 04-21-2022 N 70°3 PEAS Revised per Owner 04-25-2022 AS REQUIRE-D AND CONDITI{ )NS O 0 GLRevised per Town of Southold OG-14-2022_ W I „•„ Ylih V 1� NG BOARD N N u i I U -EES z (n *Y715- C EXISTING FRAME I GARAGE OCCUPANCY OR • USE IS UNLAWFUL WITHOUT CERTIFICA4 x\30.7' ---- IG.2 OF OCCUPANCY May ' �\ PLUMBER CERTIFICATION • .�, z � GRAss � � � • LTJ I , 5 a \G.0 �\ I ON LEAD CONTENT BEFOR ,, -\ \ CERTIFICATE OF OCCUPAN. - erifirii-M Q \� I \ SOLDER USED IN WATER v the �^��a ����7� Q EXISTING DIRT DRIVEWAY \ SUPPLY SYSTEM CANNOT To= rode EXISTING I STORY 515TING I ST Y \ EXCEED 2/10 OF I% LEAD (� G.0' FRAME HOUSE FRAME HO E "WEST" EXIST NG CONC. D IVEWAY PLUMBING ,' .t THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ALL PLUMBING WASTE "s- SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY \ \ &WATER LINES UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 10,01 \ TESTING BEFORE COVERING_a;! VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. I ' STATE EDUCATION LAW. \\ �\ ELECTRICAL 20.2 z2.2 INSPECTION REQUIRED Drawing Title 0 b dower door Plot I 5 70°3 I'W 250.00' ork EXISTING DIRT DRIVEWAY and ductal PARKING SPACE testing recpllred• 5CTM# 1000-143.00-04.00-029.000 BUILDING No: Must provide Manuals S(CDHS No.: JM2 No: 2022-OG99 D,J and S as per PLANNING No: DATE: 6/14/2022 Plot Pian RILEY AVENUE NYS Energy Code SEAL t SIGNATURE: DESIGNED BY: DA I N 11I Oi_OiW CHECKED BY: JM = A_ I ��aED � tiY SCALE: I'= 10'-0" Q -p DWG No: nr q BUILDING DEPT. . T0111,N OF SOUTHOLD S� 9T 0 3945 OQAm 1 F NES y Architect of Record: WEST COTTAGE EAST COTTAGE EXISTING STAIRS 4J �/t2 BILCO DOOR TOILET ROOM KITCHEN I LAUNDRY TOILET ROOM KITCHEN 2" V.T.R. 2" V.T.R. UP T _ _ _ RCS ITECTUREPc T J JM2 ARCHITECTURE, PC EX.HWH J'rl- - ---- ' -I hl- - - -- I - -- -�+-- - �I �'(� - - - -I ham- - 2410 NORTH OCEAN AVENUE w SUITE 300 °- l - k -- - -- ---- I - -------I -- ---}�I I °- FARMINGVILLE, NY, 11738 ' �- T 1631.320.3305 FI 631.320.3307 EX. HVAC 1 ; U-JQ cn 1SHOWER 1 I I 12„ I I , I � I I 1 I i w j l 2"1 1 12"1 j 2"I j 1 j j j w j l 2 l 5 ER l � 1 l 2„1 j l Applicant. , ¢ I R#T Realtors LLC/Riadh Mejrissi EXISTING © o j l = I U l 1=I U l j I = I U I 1 = I U I I= I U I = I U Io l 1 = I U l I= I l I I I U l 1 I I 43 Maplewood Avenue, COLUMN U , ; ► - I _ _ _ _ , _ _ 0 _ _ ,_ N 'CV N N N ,N I N N N N I N N N 'N N ' 'N I Selden,NY, 11784 � �ll � 11 l 1 CRAWL (917)340-G313 SPACE I I 1 ( I Architect of Record: EXISTING LAV. I I LAV. LAV. 1 ( LAV. JM2 Architecture,PC UNFINISHED EXI5TIN HWH I ( W.C. I Dw DRY wASH F.A.I. EXISTING HWH I W.C. I Dw BASEMENT I F.A.I. 2410 North Ocean Ave.Suite 300 I - I/2” Farmingvllle,NY 11738 ______ (631)320-3305 D.P.C.0.3" 3" 1211 3" 3" 3" 3" D.P.C.0.3" 3" 1211 3" 3.. 3" EXISTING FOUNDATION Structural Engineer: WALLS TO REMAIN EX. 4" DIA. C.I. SANITARY LINE EX. 4" DIA. C.I. SANITARY LINE TO EXISTING 5ANITAKY SYSTEM TO EXI5TING 5ANITARY5Y5TEM CLEAN OUTCLEAN OUT MEP Engineer: CRAWL SPACE PIUMbing Riser Diagram r3 A-2 Surveyor: Young t Young 400 Ostrander Ave, LEGEND Riverhead,NY 11901 Basement Plan 2 /�/ (631)727-2303 1 /411 = 1 1-01i A-2 SYMBOL MARK DESCRIPTION Project Name DN OS SMOKE DETECTOR 185 Kiley Ave EXISTING of 6'-0" I G'-3 112" BILCO DOOR 30'-8 1/2' Of 5'-9 112" 9'-4 1/2' of CO CARBON MONOXIDE DETECTOR Project Address CHIMNEY TO BE 71- In NEW 4x4 F05T W/ 12" r----� DIA.x 36 SONOTUBE 36"x 36" EXHAUST FAN DUCTED 15 Kiley Avenue, i I DEMOLISHED 32'x 36" � TO EXTERIOR l o L-- --- Mattituck, NY 11952 I I I LJ L REF i EXISTING WINDOW PA(�T I T ION 5 C H E D U E Project Type rn CONC.SLAB Range --�- PREVIOUSLY REMOVED UJ KITCHEN EXISTING TO REMAIN LX'50- NEW KITCHEN CASEWORK i DWi i ROOFABOVEAPPLIANCESAS --I-� SYMBOL MARK DESCRIPTION Renovatlon5 CD LIVING ROOM I c=o SELECTED BY OWNER x NEW KITCHEN CASEWORK b 19 t APPLIANCES AS P _ EXISTING TO BE REMOVED SELECTED BY OWNER Revisions 32"x 80" Construction Documents 04-21-2022 - N NEW(2)2x8 i RECEIVE NEW DI 2 GYP TO Revised per Town of Southold - - NEW 2x I 0 o Revised per Owner 04-25-2022 — — — — — - - — — -' NE LUMBINGFIXTURES EXISTING WINDOW EACH SIDE ° 06 14 2022 _— RR ABOVE PREVIOUSLY A5 5 CTED BY OWNER � p EXISTING P05T REMOVED AND REPLACED 30"x 80" "' PREVIOUSLY REMOVED o 8'- 1" vixm LAUNDRY "' BATH N PROPOSED NEW PARTITION D STUDS O CO NEW APPLIANCES AS Ln 32 x ® " W/ ITO B/2'ZGYP '+BD�OACH SIDE o SELECTED BY OWNER x v o VN c� jz m N m DINING NEW FLOOR,WALL, — w °� NEW PLUMBING FIXTURES o AND CEILING FINISHES ` NEW FLOOR,WALL, AS SELECTED BY OWNER CHIMNEY TO BE THROUGHOUT AS -� CONST ICU CT I O N NOTE 5 AND CEILING FINISHES DEMOLISHED -- SELECTED BY OWNER THROUGHOUT = A.GENERAL _ BATH I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS,METHODS, __ EXISTING m SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY Ln 30"x 80" Z 32" 80" BEDROOM 2 Cn BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, DISTORTION,COLLAPSE OR 28"x 46" a MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING X JURISDICTION. 3' 0.. o N o N 32'x 80" S 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL O `�" 48"x 80' v REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. N 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING 41-4" BEDROOM 2 EXISTING WINDOW PREVIOUSLY 0 AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. o — 7-4"CEILING HEIGHT REMOVED AND INFILLED "`' EXISTING EX.CL. NEX.CL. 5, ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE - DININGILIVING OM TOWN OF SOUTHOLD. 10'CEILING IGHT 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. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY 7'6"CEILING HEIGHT 10'- I SMALLER SCALE DRAWINGS. UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A COAT RACK 30"x 80"POCKET NEW(2) 2x8_ _ a, VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. _ _ _ _ _ _ _ B.STRUCTURAL STATE EDUCATION LAW. ® 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 PIP.30"x 52" 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. EXISTING WINDOW EXISTING 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. 2'- I I" EQ EQ � 32"x 89' PREVIOUSLY REMOVED � 4. EXTERIOR WALLS SHALL BE 2"BEDROOM I x 4"WOOD STUDS @ 16"o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE Drawing Title ob \_ RR ABOVE PREVIOUSLY X REMOVED AND REPLACED s; N `; I/ 2" CDX PLYWOOD. CL. CL 0 0 0 co BUILDING COMPONENT SPECIFICATION LIST F loor P EXISTING DOORS t m N WINDOWS PREVIOUSLY , , C\ n , a, ROOF ASSEMBLY REMOVED AND INFILLED "' I 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 RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 5CTM# 1000-143.00-04.00-029.000 BUILDING No: � EXISTING WINDOWS ASPHALT ROOF SHINGLE: AS PER THE 2020 W5 BUILDING CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL 5TRIP5 OR BE 31-34 PREVIOUSLY REMOVED INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING SCDHS No.: JM2 No: 2022 0699 6'-0" 10'-0" 20' 6" 3'-4" i6'-5 112" 31-5" NAILS,MINIMUM 12 GA.SHANK WITH A MIN,3/8"DIA. HEAD.ASPHALT SHINGLES SHALL HAVE A MINIMUM OF 51X FASTENERS PER 36'-G" oe — SHINGLE. PLANNING No: DATE: 6114/2022 00, 22'-3 112" _ UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE, UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND SEAL t SIGNATURE: DESIGNED BY: DA APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE 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 INSIDE THE EXTERIOR WALL LINE.ICE BARRIERS NOTE:ALL WINDOWS, DOORS, SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE �g� ED C�Sj SCALE: 1/4"= 1'-0" - APPLIANCES,INTERIOR t EXTERIOR ROOF SLOPE STARTING FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. FINISHES ARE PROPOSED O t<` � 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. * I 1 First F100r Plans I N 48'� 1 /oil = I i_Oli A-2 CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO �9TF 0 3945 � EXTERIOR WALL STUDS, RIM JOIST,FLOOR JOISTS,BRACING AND PLYWOOD SUB-FLOORING, F NES Architect of Record: J M2 !,_ EXISTING ASPHALT EXISTING ROOF EXISTING ROOF 4RCITECTUREPc 5HINGLE5 �� TO REMAIN TO REMAIN JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 F1 631.320.3307 F - --I F- - ---1 - -1 �� , PROP05EDVINYL Applicant: PROPOSED PROPOSED VINYL PROP05ED SIDING WINDOWS I I I I I � SIDING WINDOW PROPOSED � PROPOSED ` PROPOSED � RST Realtors LLC/Rladh McJrlssl SLIDING DOOR PICTURE WINDOW DOOR 43 Maplewood Avenue, LJ ` Selden,NY, 11784 —" (917)340-6313 EXISTING WINDOWS Architect of Record: F1r5t Floor DOORS PREVIOUSLY I F1rst Floor 2 n � Ave.Suite 300- O�� Q' - Q" O 240 North Ocean REMOVED�INFILLED � _ � � Farmmgwlle,NY 11735 I I I I i i (631)320-3305 I I I I I I I I I I I I I Structural Engineer: I I I I I I I I r1----------------------- —L--------------------------------------------------- r -- — — — L-r---------------L ------- ------- -- --- I I I I I , i I _r—____—__________________—____________—______ I I _______i________________� I I I I I MEP Engineer: 1 rL-----------------------------------------------1- I I I I L------------------------------------------------J Surveyor: Young$Young 400 Ostrander Ave, Riverhead,NY 11901 (631)727-2303 Southeast Elevation "West" 3 Southwest Elevation "West" 4 /4" = I '-o" A-3 11411 = i '-o" A-3 Protect Name 185 Kiley Ave Project Address 185 Riley Avenue, Mattituck, NY 11952 Project Type Renovation5 Revl5lons Con5tructlon Documents 04-21-2022 Revised per Owner 04-25-2022 Revl5ed per Town of Southold 06-14-2022 EXISTING ASPHALT EXISTING ROOF SHINGLES TO REMAIN i PROPOSED PROPOSED VINYL PROPOSED EXISTING ROOFED � WINDOW I I SIDING —� �� COLUMN OVER ENTRY �, PROPOSED � PROPOSED VINYL SIDING WINDOW ' —� EX15TING WINDOW PROPOSED PREVIOU5LY `� ENTRY DOOR REMOVED INFILLED � ✓=1rst Floor O� - O1F1r5t Floor _ _ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS O� O° SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. I I I I STATE EDUCATION LAW. I I I I I I I I I r- �--——————————T-J --------- L----------------------------------------------------------------------r---------------L_ L i I I I I I I I I L_____________1________--____-_--_____--___---_-____J I I I L_________-___-----____--____-_--_----_--__ L-____--___--_____ J I I I I i I I I I I I Drawing Title I I I I I I I I I I I I I I I I I I I I I rL-----------------4---------I------------J-� r1------------------------ I� -----------------------1 West" Elevations I I I I I I L__________________- ---------___--________J L___-_-_______-_______________-__-_-______-__-___J 5CTM# 1000-143.00-04.00-029.000 BUILDING No: 5CDH5 No.: JM2 No: 2022-0699 PLANNING No: DATE: 6114/2022 SEAL t 51GNATURE: DE51GNED BY: DA CHECKED BY: JM SCALE: 1/4"= I'-0" Northwest Elevation West �� " I Northeast Elevation "West" °WG No: 1411 = 1 1-011 q-3 11411 1 1.011 q_3 't 0 3945 OQ s Architect of Record: JWt2 RCI ITECTU R E Pc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T 1631.320.3305 FI 631.320.3307 Applicant: RfT Realtors LLC/Rladh Metrissl 43 Maplewood Avenue, Selden,NY, 11784 (917)340-6313 EXISTING ASPHALT EXISTING ROOF TO EXISTING WINDOW PREVIOUSLY Architect of Record: SHINGLES RfMAIN REMOVED INFILLED JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 EXISTING ROOF TO Farmmgvdie,NY 11735 REMAIN (631)320-3305 PROPOSED VINYL51DING Structural Engineer: FROF05ED DOUBLE PRCF05ED PROP05ED D BLE DOUBLES HUDNG HUNG WINDOW BLE g HUNG WINDOW VINYL SIDING HUNG WINDOW PROPOSED MEP En sneer: Ll� ENTRY DOOR � — � WINDOWS PROPOSED ,' �� First Floor ENTRY DOOR First Floor _ _ _ Y urve or: O' - ��� — — — — — — oI - O° — — — Young�Young 400 Ostrander Ave, I I Riverhead,NY 11901 I II I ---- 17 7-2303 -------------'1'� r-L------------------i-L------------------------------------------------------------------- �-� I I I I I L-------------------I--------------------------------------------------------------------------J L---------------------------------------------------------J Protect Name 185 Ki I ey Ave Southeast Elevation "East" 4 Southwest Elevation "East" Protect Address 1 /411 _ 1 1.011 q_4 1 /411 = 1 1.011 A_4 185 Kiley Avenue, Mattituck, NY 11952 Protect Type Renovatlon5 Revisions Construction Documents 04-21-2022 Revised per Owner 04-25-2022 Revised per Town of Southold OG-14-2022 EXISTING EXISTING ROOF ASPHALT TO REMAIN SHINGLES EXISTING OPENINGS TO BE - INFILLED,CONTRACTOR TO MATCH EXISTING LIKE AND KIND PROPOSE EXISTING ROOF TO REMAIN VINYL 51DING PROPOSED DOUBLE � PROPOSED I I PROP ED EXISTING OPENING TO BE DOUBLE HUNG DOUBLE H G ❑ INFILLED,CONTRACTOR TO HUNG WINDOW XVINYL WINDOW WINDOWS MATCH EXISTING LIKE AND KIND G 4 L— THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY First Floor _ _ _ FIr5t FIOOr — — — _ — UNAUTHORIZED U5E OFTHE5E DOCUMENTS IS IN A O� - VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. - o I i STATE EDUCATION LAW. i I I I I I I I I I I r-L-------------------- -------------------1-i-------------L� I L-------------------- ----------- I Drawmg Title 'East" Elevations 5CTM# 1000-143.00-04.00-029.000 BUILDING No: Northwest Elevation "East" 2 Northeast Elevation "East" I SCDHS No.: JM2 No: 2022-0699 11411 _ 1 1.011 A_4 1 /411 _ 1 1.011 A_4 PLANNING No: DATE: 6/14/2022 SEAL il:51GNATURE: DESIGNED BY: DA CHECKED BY: JM ��REDq�cy/� SCALE: 114"= ]!-0' �0 O.A DWG No: (P�9TF 0 3946 ypQ =4� ,FNE� FASTENING 5CHEDULE TABLE RG02.30) FASTENING SCHEDULE TABLE RG02.30) CONTINUED FASTENING SCHEDULE TABLE RG02.30) CONTINUED TABLE RG02.3(2) - ALTERNATE ATTACHMENTS TO TABLE KG02.30) Architect of Record: ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER b,° SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER 3,b,° SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,° 5PACIPIG OF FASTENERS NOMINAL MATERIAL THICKNESS DESCRIPTIONA,e 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 J /Vt I BLOCKING BETWEEN CEILING JOISTS 4-8D BOX(21/211 �0.1 13");OR TOE NAIL BAND J015T OR BLOCKING(NOT AT I GD BOX(3 112"X 0.135");OR 12"O.C, FACE NAIL INCH LUMBER LAYERS FOLLOW 5:32"O.C.AT TOP (INCHES) OR RAFTERS TO TOP PLATE 3-81)COMMON(2112" x 0.13 I ");OR BRACED WALL PANELS) 3'X 0.13 1" AND BOTTOM AND 4RC I T E C T U REP C STAGGERED WOOD STRUCTURAL PANELS 5UBFLOOR,ROOFGAND 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(3 112"X 0.135");OR 3 EACH 16"O.C.FACE NAIL I OD BOX(3"X 0.128");OR 24"O.C.FACE NAIL AT TOP BAND J015T OR BLOCKING(AT 2-1 GD COMMON(3 112"X 0.162");OR 2 EACH 16"O.0 FACE NAIL 3"X 0.131"NAILS AND BOTTOM STAGGERED UP TO 1/2" STAPLE 15 GA. 1 314 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 4-8D BOX(21/2" > 0.1 13");OR PER JOIST,TOE NAIL 0.097-0.099 NAIL 2 114 3 6 SUITE 300 3-81D COMMON(2112" x 0.131 ");OR 16 TOP OR BOTTOM PLATE TO STUD 4-8D BOX(2 112"X 0.1 13");OR TOE NAIL AND: FACE NAIL AT ENDS AND AT STAPLE 16 GA. 1 3/4 3 6 FARMINGVILLLE, NY, 11735 3-I 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 SPLICE T 1631.320.3305 F1 631.320,3307 3-3" x 0.131"NALS 4-8D COMMON(2 112"X 0.131");OR 3-I OD BOX(3"X 0.128");OR 19132 AND 5/8 0.113 NAIL 2 3 6 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 JOIST NOT ATTACHED TO 4-1 OD BOX(3" x 0.128");OR FACE NAIL 28 LEDGER STRIP SUPPORTING JOISTS 4-1 GD BOX(31/2" x 0.135");OR AT EACH J05T OR RAFTER, 0.097-0.099 NAIL 2 1/4 4 8 R#T Realtors LLC/Radh Metrissi 3-1 GD BOX(3 112"X 0.135);OR END NAIL OR RAFTERS 3-1 GD COMMON(3 1/2" x 0.162"); FACE NAIL 43 Maplewood Avenue, PARALLEL RAFTER, LAPS OVER 3-1 6D COMMON(31/2" x 0.162"); " 23/32 AND 3/4 STAPLE 14 GA. 2 4 8 PARTITIONS(SEE SECTION 8802.5.2 OR2-1 GD COMMON(3 112"X 0.162");OR OR Selden,NY, 1 1784 AND TABLE 8802.5.2) 4 3" x 0.13 I"NAILS 4-1 OD BOX(3"X 0.128");OR STAPLE 15 GA, 1 3/4 3 6 (917)340-6313 3-1 OD BOX(3"X 0.128");OR 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 JOIST ATTACHED TO TABLE 8802.5.2 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 1/2"X 0.162");OR 2-81)COMMON(2 112"X 0.131");OR 1 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 Farmingville,NY 11738 8802.5.2) 0.1 13 NAIL 2 114 3 6 (63 I)320-3305 18 I"BRACE TO EACH STUD AND PLATE 3-8D BOX(2 112"X 0.1 13");OR FACE NAIL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FA5TENERa,b,C SPACING OF FASTENERS STAPLE 15 GA. 2 114 4 8 Structural Engineer: 5 COLLAR TIE TO RAFTER, FACE NAIL OR 4-1 OD BOX(3" x 0,128");OR FACE NAIL EACH RAFTER 2-8D COMMON(2 112'X 0.131");OR EDGE INTERMEDIATE 0.097-0.099 NAIL 2 1/2 4 8 2-1 OD BOX(3"X 0.128"); OR 1 114"X 20 GA. RIDGE STRAP TO 3-1 OD COMMON(3" x 0.148");OR 2 STAPLES 1 3/4" (INCHES)" 5UPPORT5C,E NOMINAL MATERIAL THICKNESS DESCRIPTION A,13 OF FASTENER AND LENGTH(INCHES) SPACING OF FASTENERS RAFTER 4-3" x 0.I31"NAILS (INCHES) (INCHES) 19 I"X G"SHEATHING TO EACH BEARING 3-8D BOX(2 112"X 0.1 13");OR FACE NAIL EDGE BODY OF 6 RAFTER OR ROOF TRUSS TO PLATE 3-1 GD BOX NAILS(3 112" x 0.135"); 2 TOE NAILS ON ONE SIDE 2-8D 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 EXTERIOR WALL SHEATHING TO WALL (INCHES) MEP Engineer: 1314"16 GA. I"CROWN, , 3-I OD COMMON IIAILS(3" x 0.148"); OPPOSITE SIDE OF EACH 2 STAPLES, FRAMING} OR RAFTER OR TRU551 LONG FLOOR UNDERLAYMENT; PLYWOOD-HARDBOARD-PARTICLEBOARCE-FIBER-CEMENT" 4-I OD BOX(3"X 0.128");OR 20 I"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 6 12F FIBER-CEMENT 4-3" x 0.131"NAILS EACH BEARING 3-81)COMMON(2 1/2"X 0.131");OR (SUBFLOOR,WALL) 3-1 OD BOX(3"X 0.128");OR 8D COMMON(2 1/2"X 0.13 1') NAIL I/4 3D, CORROSION-RESISTANT, RING SHANK NAILS 3 6 Surveyor: (FINISHED FLOORING OTHER THAN TILE) 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 3/4" (ROOF);OR R5R55-01 (2 3/8"X Young t Young HIP RAFTERS TO ROOF RAFTER TO 3-1 OD COMMON(3" x 0.148");OR LONG 0.1 13")NAIL(ROOF}' 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 I 1901 4-3" x 0.131"NAILS WIDER THAN I"X 8" 31 19/32"- I" SD COMMON(2 1/2"X 0.131")NAIL 6 12F (631)727-2303 4-81)BOX(2 112"X 0.1 13%OR (ROOF);OR R5R55-01 (2 318"X 1 114 LONG X.121 SHANK X.375 HEAD DIAMETER 8 8 3-81)COMMON(2 112'X 0.131");OR 0.1 13")NAIL(ROOFY CORROSION-RESISTANT(GALVANIZED OR STAINLESS 3-1 GD BOX(3 1/2" x 0.135");OR END NAIL 3-1 OD BOX(3"X 0.128"); OR STEEL)ROOFING NAILS(FOR TILE FINISH) Protect Name 2-1 GD COMMON(3 112" x 0.162"); 4 STAPLES, I"CROWN, I GGA., 13/4" 32 1 1/8"- 1 114" 1 OD COMMON(3"X 0.148")NAIL 6 12 3 1 OD BOX(3"X 0.128");OR LONG (ROOF);OR 8D(2 1/2"X 0.13 I") 1 114 LONG, NO.8 X.375 HEAD DIAMETER, RIBBED 8 8 185 Kiley Ave 3-3" x 0.131"NAIL5 FLOOR DEFORMED NAIL WAFTER-HEAD SCREWS(FOR TILE FINISH) WALL 21 JOIST TO SILL,TOP PLATE OR GIRDER 4-81)BOX(2112" x 0.1 13");OR TOE NAIL OTHER WALL SHEATHINGS PLYWOOD ON(21/2" x 0.131 ");OR Protect Address 3-8D COMM 8 STUD TO STUD(NOT AT BRACED I GD COMMON(3 112"X 0.162") 24"O.C. FACE NAIL 3-IOD BOX O x 0.I x OR 33 1/2"STRUCTURAL CELLULOSIC I 1/2"GALVANIZED ROOFING NAIL, 3 6 1/4 AND 5/16 1 114 RING OR SCREW SHANK NAIL-MINIMUM 3 6 18 5 Kiley ey Ave n U e WALL PANELS) IOD BOX(3"X 0.128"); OR 16"O.C.FACE NAIL FIBERBOARD SHEATHING 7/16 HEAD DIAMETER,OR 1 1/4 LONG 12 112 GA. (0.099)SHANK DIAMETER , I BOX NAILS 3-3" x 0.131"NAILS 16 GA.STAPLE WITH 7/16"OR I" 0.13CROWN STAPLE 18 GA.,7/8,3/1 G CROWN WIDTH 2 5 M a t t i t u c k, NY 1195 2 9 STUD TO STUD AND ABUTTING I GD BOX(3 1/2"X 0.135"); OR 12"O.C. FACE NAIL 22 RIM JOIST,BAND J015T OR 8D BOX(2112" x 0.1 13 1) 4"O.C.TOE NAIL 34 25/32"STRUCTURAL CELLULOSIC 1 314"GALVANIZED ROOFING NAIL, 3 6 1 1/32, 3/8, 15/32 AND 1/2 1 114 RING OR SCREW SHANK NAIL-MINIMUM 6 8E STUDS AT INTERSECTING WALL 3"X 0.131"NAILS BLOCKING TO SILL OR TOP PLATE 8D COMMON(2112" x 0.131"); OR G"O.C.TOE NAIL FIBERBOARD SHEATHING 7/I G"HEAD DIAMETER, OR I 1/2"LONG 12 1/2 GA. (0.099")SHANK DIAMETER Protect Type CORNERS(AT BRACED WALL PANELS) (ROOF APPLICATIONS ALSO) I OD BOX(3"X 0.128);OR 16 GA.STAPLE WITH 7/1 G"OR I" I GD COMMON(3 112"X 0.162") 16"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, 518, 23/32 AND 3/4 1 112 RING OR SCREW SHANK NAIL-MINIMUM 6 8 Ren ovate ons 10 BUILT-UP HEADER(2"TO 2"HEADER I GD COMMON(3 112"X 0.162") I G"O.C. EACH EDGE FACE 23 I"X 6"50FLOOR 01,, LE55 TO EACH 3-81)BOX(2112" x 0.1 13");OR FACE NAIL STAPLE GALVANIZED, 1 1/2"LONG; 1 12 1/2 GA. (0.099")SHANK DIAMETER WITH 1/2"SPACER) NAIL JOIST 2-8D COMMON(21/2" x 0.131 ");OR 1/4"SCREWS,TYPE W OR S STAPLE 16 GA. I 112 6 8 Revisions 3-1 OD BOX(3" x 0.128");OR I GD BOX(3 112");0.162") 12"O.C.EACH EDGE FACE 2 STAPLES, I"CROWN, I GGA., 1 3/4" 36 5/8"GYPSUM SHEATHING[) 1 3/4"GALVANIZED ROOFING NAIL, 3 7 HARDBOARD Construction Documents 04-21-2022 NAIL LONG STAPLE GALVANIZED, 1 518"LONG; 1 0.200 1 112 LONG RING-GROOVED UNDERLAYMENT NAIL 6 6 Revised per Owner 04-25-2022 5/8"SCREWS,TYPE W OR 5 11 CONTINUOUS HEADER TO STUD 5-81)BOX(2 1/2"X 0.1 13");OR TOE NAIL 24 2"5UBFLOOK TO J015T 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 SUBFLOOR UNDERLAYMENT TO FRAMING STAPLE 18 GA.,7/8 LONG(PLASTIC COATED) 3 6 4-IOD BOX(3"X 0.128) 25 2"PLANKS(PLANK t BEAM-FLOOR t 3-1 GD BOX(31/2" x 0.135"); OR AT EACH BEARING, FACE 37 3/4"AND LESS 6D DEFORMED(2"X 0.120")NAIL;OR 6 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 1/2"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 JOIST TO J015T 3-1 GD COMMON(31/2" x 0.162");OR FACE NAIL 38 718"- I# SD COMMON(2 112'X 0.131")NAIL; 6 12 STAPLE 18 GA.,7/8 LONG,3/1 G 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 SD DEFORMED(2 112"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, 7/1 G"CROWN STAPLE 16 GA., I 1/8 LONG,3/8 CROWN 3 6 12-1 GD BOX(3 112"X 0.135");OR OF END JOINT(MINIMUM 39 1 1/8"- 1 114" 1 OD COMMON(3"X 0.148")NAIL; OR 6 12 1/2, 5/5 GD RING-GROOVED UNDERLAYMENT NAIL 6 10 12-1 OD BOX(3"X 0.128");OR 24"LAP SPLICE LENGTH 8D DEFORMED(2 112"X 0.120")NAIL 12-3"X 0.131"NAILS EACH SIDE OF END JOINT STAPLE 16 GA., 1 5/8 LONG,3/8 CROWN 3 6 POR 51; 1 INCH = 25.4 MM, I FOOT = 304.88 MN1, I MILE PER HOUR = 0.447 M/5, 1 K51 = G.895 MPA FOR 51; 1 INCH = 25.4 MM A. NAILS ARE 5MOOTH-COMMON, BOX OR DEFORMED 5HANK5 EXCEPT WHERE OTHERWI5E STATED. NAILS U5ED FOR FRAMING AND 5HEATHING CONNECTION5 SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENGTH5 A5 5HOWN; 80 K51 FOR SHANK DIAMETER A. NAIL 15 A GENERAL DE5CRIPTION AND SHALL BE PERMITTED TO BE T-HEAD, OF 0. 192 INCH (20D COMMON NAIL), 90 K51 FOR 5HANK DIAMETER5 LARGER THAN 0. 142 INCH BUT NOT LARGER THAN 0. 177 INCH, AND 100 K51 FOR 5HANK DIAMETER5 OF 0. 142 INCH OR LE55 MODIFIED ROUND HEAD OR ROUND HEAD. B. 5TAPLE5 ARE I G GAGE WIRE AND HAVE A MIN MUM 7/1 G-INCH ON DIAMETER CROWN WIDTH. B. 5TAPLE5 5HALL HAVE A MINIMUM CROWN WIDTH OF 7/1 G-INCH ON DIAMETER C. NAILS SHALL BE SPACED AT NOT MORE THAN G INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. EXCEPT A5 NOTED. D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS 5HALL BE APPLIED VERTICALLY, C. NAILS OR 5TAPLE5 SHALL BE SPACED AT NOT MORE THAN G INCHES ON CENTER E. 5PACING OF FASTENERS NOT INCUDED IN TH15 TABLE 5HALL BE BA5ED ON TABLE KG02.3(2) AT ALL 5UPPORT5 WHERE 5PAN5 ARE 48 INCHE5 OR GREATER. NAIL5 OR 5TAPLE5 F. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGE5 AND RIDGES, NAILS SHALL BE SPACED AT G INCHE5 ON CENTER WHERE THE ULTIMATE DE51GN SHALL BE SPACED AT NOT MORE THAN 12 INCHE5 ON CENTER AT INTERMEDIATE WIND 5PEED 15 LE55 THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DE51GN WIND 5PEED 15 130 MPH OR GREATER BUT LE55 THAN 140 MPH. SUPPORTS FOR FLOORS. THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE,AND AS G. GYP5UM 5HEATHING 5HALL CONFORM TO A5TM C 1396 AND SHALL BE IN5TALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING 5HALL CONFORM TO A5TM C208. D. FA5TENER5 5HALL BE PLACED IN A GRID PATTERN THROUGHT THE BODY OF THE SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY H. SPACING OF FA5TENER5 ON FLOOR 5HEATHING PANEL EDGES APPLIES TO PANEL EDGES 5UPPOKTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETER5 ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL. UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. PANEL EDGE5 5UPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGE5 PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROV151ON5 Of 7H 15 E. FOR 5-PLY PANEL5, INTERMEDIATE NAIL5 5HALL BE 5PACE NOT MORE THAN 12 STATE EDUCATION LAW. CODE. FLOOR PERIMETER 5HALL BE 5UPOOKTED BY FRAMING MEMBER5 OR 50LID BLOCKING. INCHE5 ON CENTER EACH WAY. I. WHERE A RAFTER 15 FA5TENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH TH15 5CHEDULE, PROVIDE TWO TOE NAIL5 ON ONE 51DE OF THE RAFTER AND TOE NAIL5 FROM THE CIELING J015T TO TOP PLATE IN ACCORDANCE WITH TH15 F. HARDBOARD UNDERLAYMENT 5HALL CONFORM TO CPNAN51 A 135.4 Drawmg Title 5CHEDULE. THE TOE NAIL ON THE OPP051TE 51DE OF THE RAFTER 5HALL NOT BE REQUIRED. G. SPECIFIED ALTERNATE A7TACHEMENTS FOR ROOF 5HEATHING 5HALL BE PERMITTED J. K5R5-01 15 A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS OF ASTM F I GG7. WHERE THE ULTIMATE DE51GN WIND 5PEED 15 LE55 THAN 130 MPH. FASTENERS fa5tenin a n d ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATING TO GABLE ENDA W LL FRAMING 5HALL BE IN5TALLED U51NG THE 5PACING L15TED FOR PANEL EDGE5. 5trappin� H. FIBER-CEMENT UNDERLAYMENT 5HALL CONFORM TO ASTM C 1288 OR 150 8334, CATEGORY C. SCTM# 1000-143.00-04.00-029.000 BUILDING No: 5CDH5 No.: JM2 No: 2022-0699 PLANNING No: DATE: G/14/2022 SEAL 4 SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 12"= 1'-0' � l � DWG No: (P�9� 0'3945 �OQ� A b � F NES 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 I JM2 WALL ,r. RC ITECTUREPc (TYPICAL EXTERIOR CORNER AT ALL FLOOR LEVELS) JM2 ARCHITECTURE,PC STUDS @ 1 2410 NORTH OCEAN AVENUE 6"o.C. SUITE 300 112"GVB(INT) o m Q FARMINGVILLE, NY, 11738 112"CDX PLYWOOD o T 1631.320.3305 FI 631.320.3307 5M IT5 8D NAILS @ 12-O.0(MAX)AT ALL4'-0" Applicant: FZAMING MEMBERS NOT AT PANEL EDGES. MIN MAX. 25'-0"TO C RtT Realtors LLC/Riadh Mejrissi OF NEXT 4FT 43 Maplewood Avenue, EXTERIOR L BRACED WP. Selden,NY, 11784 I GD NAILS @ 12"O.C.(MAX) NEW STUD WALL 1/2'@ 12" EXISTING WALL NEW WALL (917)340-G313 @ " O.C.VERT.LAG.SCREWS CE) (BOTH S D 6 O.0 a o z DIRECTIONS.) Architect of Record: 2X BLKG INSULATION 2 STUDS W/1/2"CDX N PANEL JM2 Architecture,PC EXTERIOR1. 8D NAILS 12"O.C. SHEATHING ) �CONT.PLATE DBL STUD SINGLE STUD `} 2410 North Ocean Ave.Suite 300 @ OUTLINE CE AI LFW BEL mmgvdle PAX. Fa3 3305738 �. OF OW (6 1)320 b o DEL STUD Structural Engineer: Fn / 112"@ 12"O.C. x CVERT.LAG SCREW TD7WMAX BAL. TD =>< II'-0" 2'-G" OF WALL CLOF FW HOLD DOWN STEEL B SD NAILS @ G"O.0(MAX)AT STRAPS SEE NAILING DETAILS MEP Engineer: ALL (NAIL DIRECTLY TO PANEL EDGES(VERT. STUDS) HORIZONTAL) Surveyor: Young t Young 400 Ostrander Ave, STEEL TIE DOWNS DIAGRAM TYPICAL 5TUD WALL STRAPPING AND TIE DOWN WALL PLAN AND ELEVATION DETAIL W/FIRESTOPPING (G30 27-2 03 !63 I)727-2303 AT PIPES-FIRESTOPPING AT PIPES � ELECTRICAL Project Name H 2.5 15'A, 5-8d TO PLATES WI RE5 TH RU PLATE � WALL 5TU D5 185 Riley Ave "DOWCHEMICAL RESIDENTIAL CHAULKING FIRESTOPPING (OR EQUAL) Project Address " 185 Riley Avenue, o o e o 0 0 0 , P% 'PE Mattituck NY 11952 ELEC.WIRE OR PIPE LSTA 24 STRAP TIES AT"ALL"ROOF (Io Om RAFTERS W/ 18-I OD NAILS STRAP ANCHORS SHALL Project Type HAVE A MINIMUM 12" NOTES: BEARING ON STUD FRAME. FRAMED OPENING FOR I. ROOF SHINGLE PER 9052 PG.246 ICE UNDERLAYMENT WINDOW OR DOOR " Ren ovation 5 REO'D PER 8905 PG.246 HEADER(SEE PLAN 2. STRAP TIES MAY BE INSTALLED OVER THEPLYWOOD FOR EXACT SIZE) STRAP ANCHORS SHALL HAVE SHEATHING,USE"COMMON"NAILS IN LIEU OF SINKERS. A MINIMUM 12"BEARING ON BLKG STUD ROQF LSTA 18, 1-114'W x 15% STUD FRAME AND SHALL WRAP Revisions 14-I Od FASTENERS UNDER MUD SILL Construction Documents 04-21-2022 I MSTA 30, 1 G GAUGE E E Revised per Owner 04-25-2022 BEAM SINKERS STRAP TIES 1-114" Revised per Town of Southold OG-14-2022 WIDE(DOUBLE STUDS)AT F S F S D 4'-0"O.0 MAX.SPG % STUD F S ELEC.WIRE (OR PIPE) H.2 HURRICANE CLIPS SILL PLATE @ ALL RR'S W/I 0-8D NAILS ALL NAILING AND STRAPPINGS SHALL BE GALVANIZED. PROVIDE 20 G.A.COIL STRAP EVERY OTHER STUD f WRAP UNDER PLYWD SHEATHING PANEL JOINTS: SILL t EXTEND UP WALL 3G" I.ALL VERTICAL JOINTS OF PANEL SHALL OCCUR OVER STUDS: 2.ALL HORIZONTAL JOINTS OF PANEL SHALL OCCUR OVER BLOCKVG ON MIN.I-1/2"THICKNESS(WALLS ONLY)NO.8D @ G"O.0 EDGES OF PLYWD t 2ND FLR E (WHERE TS PROP) SUPPORTS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS NAILS 12"O.C.VERTICAL INTERMEDIA E 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 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. PROVIDE 20 G.A.COIL STRAP EVERY OTHER o STUD t WRAP UNDER Drawing Title SILL*EXTEND UP WALL 30 00 PANEL EDGE framin a n d 01 15T FLR o � - ailin SEE FOUNDATION DETAILS AND FIRST FLOOR STUDS @ 16"O.C. o 0 0 0 0 0 0 0 0 0 SCTM 1000 143,00 04.00 029.000 BUILDING No: PLAN FOR STRAPPING REQUIREMENTS o 0 0 0 0 0 00 0 0 _ 2X FLATWIDE BLOCKING SCDHS No.: JM2 No: 2022-0699 0 0 '--+ ALL STEEL STRAPS AS MFG BY NAILS 3'0.C.HORIZONTAL PANEL EDGE PLANNING No: DATE: 6/14/2022 `SIMPSON STRONG TIE CO"OR EQUAL. C C AT PANEL EDGE SHEATHING SPLICE PLATE,SAME SEAL SIGNATURE: DESIGNED BY: DA THICKNESS AND FACE GRAIN 0 o ORIENTATION AS SHEATING CHECKED BY: JM ��RE� c g �� qy�0 SCALE: As Indicated ELEVATION SECTION �� � � .� DWG No: * d A = 6 �9p x'3945 OQ � F NES y