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HomeMy WebLinkAbout47031-Z O��g�EFOl,fcoG Town of Southold 6/24/2024 P.O.Box 1179 o • 53095 Main Rd y�j� ao�fi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45297 Date: 6/22/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 36570 Route 25,Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2021 pursuant to which Building Permit No. 47031 dated 10/26/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement for residential storage and bathroom, covered entry,ramp and business office as applied for per ZBA#7483,dated 4/15/2021. The certificate is issued to Route 25 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0348 5/14/2024 ELECTRICAL CERTIFICATE NO. 47031 7/26/2023 PLUMBERS CERTIFICATION DATED 8/29/2023 tha omanel Aut Ognature �SufFat,� TOWN OF SOUTHOLD ao coGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT 10 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47031 Date: 10/26/2021 Permission is hereby granted to: Mattituck 2012 LLC 1854 Majors Path Southampton, NY 11968 To: Demo existing single family dwelling & business office and construct new single family with business office as applied for and per ZBA#7483, Planning Board & SCHD approvals. 5=11`=2022'AMENDWrmit xto include layout changes for bath in finished basement and half bath on first floor as per drawings. At premises located at: 36670 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-3-2 Pursuant to application dated 4/30/2021 and approved by the Building Inspector. To expire on 4/27/2023. Fees: DEMOLITION $354.40 NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,133.20 CO-COMMERCIAL $50.00 ELECTRIC $150.00 ELECTRIC $85.00 Total: $1,772.60 Building Inspector �o�SUFFoc,��o, TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE "� • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 4703.1 Date: 10/26/2021 r Permission is hereby granted to: Mattituck 2012 LLC 1854 Majors Path Southampton, NY 11968 To: Demo existing single family dwelling & business office and construct new single family with business office as applied for and per ZBA#7483, Planning Board & SCHD approvals. At premises located at: 36570 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-3-2 Pursuant to application dated 4/30/2021 and approved by the Building Inspector. To expire on 4127/2023. Fees: DEMOLITION $354.40 NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,133.20 CO-COMMERCIAL $50.00 Total: $1,537.60 Building Inspector SOUI l -70 J./ V S 70 # # TOWN OF SOUTHOLD BUILDING DEPT: " cou 765-1802 INSPECTION [ -] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION '[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/] PRE C/O REMARKS:_ vv' uT 46 Asr),40VLA OT c DATE Z?/ INSPECTOR o�aOFSOGTyO - # # TOWN OF SOUTHOLD BUILDING DEPT. �o • io `ycourm ' 765-1802 INSPECTION . [FOUNDATION 1ST [ ] ROUGH PLBG. . W)FOUNDATION 2ND [ ] INSULATION/CAULKING [VfFR [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I l I Of ow/ X�6t � DATE �" 3 ��`� INSPECTOR oF souryO� # # TOWN _OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 ION INSPEC [ ] 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: *AAA4& S s O V DATE g �°��- INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [D�] 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: lS9A/mT,.f/& 'MlMp7,clig �- D+ �'Ll9GG tc ccD 5rPi4(:c��.s J.yt9 � 6 15 tzs =its P�6�SEtiIG—'.yi. C Q A)d c M tl�R_ Sow►—h�L o> -rcL,,,tiAvY- (ncv DATE S q— Z-Z INSPECTOR W11(Zc:-,, ppF50Uly�lo y 70 1;�i4 2S # TOWN OF 110UTHOLD B✓✓UILDING DEPT. cou 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) CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: �V�r C/ S_,, ' oiey 9k 6r olv 4/_ . ad So du i ve AM I A I Al VAqd i rL vi f 1s 1 C �1 Ili T M qlA i2l er emk In �m e4wbo&k e­- mr)�A_ W-AA e DATE Z7i INSPECTOR OF SO�T�°6 * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKSik X l �- S (11 DATE INSPECTOR ✓- OE SOGIyp� Ll-7_0 -3( V - - # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: LQLaj 7-7 9-4 ZZ:�, C DATE INSPECTOR OF SOUIyO� V / ��� ( d � # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECT-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 REMARKS: L LAf2 AJ DATE 7 INSPECTOR oe souryo # �# TOWN OF SOUTHOLD BUILDING DEPT. °`ycouMv��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL (011on . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cq 64?h4- ton Gftlm. (9) k b4o (�Q V NF) w u DATE S� Y INSPECTOR .� OF SOUIyo� C/7 O # # TOWN OF SOUTHOLD BUILDING DEPT. • cou 631-765-1802 � ... INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � DATE �/� ! Z3 INSPECTOR 1 `� *pF SO!/T�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 Q�yMUN1`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Route 25 LLC Address: 36570 Route 25 city:Cutchogue st: NT zip: 11935 Building Permit* 47031 Section: 97 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: ProMaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 4 Bath Exhaust Fan 4 Service 3 ph Hot Water GaSX2 GFCI Recpt 2 Wall Fixtures 12 Smoke Detectors 2 Main Panel 100X2 A/C Condenser 2 Single Recpt 1 Recessed Fixtures 50 CO2 Detectors Sub Panel 60A A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt rq Emergency StrobeH Heat Detectors Disconnect Switches 4$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Hood, DW, Minisplits, Floor heat, Welder Outlet Notes: Two Story House & Office w/ Finished Basement Inspector Signature: Date: July 26, 2023 S.Devlin-Cent Electrical Compliance Form - � ' Telcphouc(631)765-1802 Town Full Annex 1 Fax(63I)765-9502 54375 Main Road P.O.Box 1179 G'.• Southold,NY 11971-0959 BUILDING DEPAR'IW-NT TOWN OF SOUTHOLD AUG 2 9 2023 Building Department Town of Southold CERTIFICATJO-N Date: CIO? Building Permit No. Owner: �l►�'f e� �d Pe-Z (Please print) Plumber: F"<"��cw-._ Pj'g4G11 — (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of �SJ 20sa. CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Notary Public, :O=ty Commission Expires April 14, -R%--/HITECT �+ MARK SCHWARTZ&ASSOCIATES 28493 Main Road•PO.Boa 933•CWCIioGur. NY 11933 I II 631.734.4183 1 ����'��'.mksarchiuct.cotn October 26,2021 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Mattituck 2012,LLC 36570 Main Road Cutchogue,New York To whom it may concern, I have confirmed with Owner that there are no active utilities to the building at 36570 Main Road Cutchogue. Please call this office with any questions you may have. Sincerely, A i- %r si a Mark Schwartz AIA OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 oF_S�UT 54375 State Route 25 Southold,NY 11971 �,.0��- '- y0�: (cor.Main Rd.&Youngs Ave.) Q` Southold,NY Telephone:631 765-1938 ' www.southoldtownny.gov PLANNING BOARD OFFICE E PU E OWE TOWN OF SOUTHOLD r NOV 9 3 2023 November 13, 2023 Building Department Town of Southold Eligio Lopez, 36570 NYS Route 25 Cutchogue, NY 11935 Re: Approved Site Plan for East End Tick & Mosquito Pest Control 36570 Main Rd., ±420' s/w/o of Skunk Lane & Main,Road, Cutchogue SCTM#1000-97-3-2 Zoning District: Limited Business (LB) Dear Mr. Lopez: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made November 3, 2023 and the subsequent work session discussion on November 6, 2023. The site is now in conformance with the Approved Site Plan shown on the survey for SCTM#1000-97.-3-2, prepared by John T. Metzger, LLS, dated November 1, 2012 and last revised March 1, . 2017; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer i r\ b - JUN 1 4 2024 "� NEW YORK ® IBUILDING TECHNOLOGY' Gfl OUP BUILDING DEP T- 71 7 31fidavrt-bC202a UY61CCC Compliance Date: 6/6/2024- Inspection Address: 36570 Main Rd.,Cutchogue, NY 11935 This is to Certify that on 6/6/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 922 Blower Door Test Result: 562.7 Conditioned Volume: 16883 Leakage in ACH50: 2.00 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested b post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Attic Leakage CFM@25: Exempt Supply R-value: 8 lReturn R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: I Return R-value Total Combined Leakage: I Exempt CFM@25 Leakage Limit: 1 1 36.881 1CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance. PASS Mechanical Ventilation: As Tested: 1 54 Required: 1 54 IM1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: I Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development ',,...— 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General.Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com Richard M ® Mato , Architect I L4 U V L211 7 II + NOV 0 2023 TOWN OF SOUTHOLD Building Department n-� �Y.. 54375 Main Road . `� N Southold, New York 11971 November 3, 2023 RE: Mattituck 2012 #36570 main Road Cutchogue,N.Y. 11935 Bldg. Permit#47031 To whom it may concern, This letter certifies that an insulation inspection was performed on the above- mentioned residence and the closed cell spray foam and batt insulation was installed correctly. The R values meets or exceeds the New York State Residential Energy Code. Should you have any questions regarding the enclosed,please feel free to contact me. Sincerely, Richard M. Mato I.A. .�kF D ARCy/T r -d P.P.Box 2284 Aquebogue, NY 11931 0 04186'\ Tel:'631,523-5879 �TFOF NEv`l�� E-Mail: rmatoarchitect@gmail.com __-� P 7 � ! I i k 9 ILI g ovvnn 0Dso artment Tow u hold �' O C T 1 6 2023 1 �y l 30 ,, 1,_f,/ I -.fox ftr rlr.l�jiJ�lili �M I 7 r? _J4 l _ r . � . � ' • . ���� r ...�.. � _. w �! � ��r ..� f � � �.. � --� - � :�:�.� \ ---�— !__. ti �� I, �." .. A ' �v �_ -� .. .-.�^rt�..,. � __ _._— ►tom ..�.__- (`C1�s:..+--r _�_..-.3!!��" �. ,. .. .. ti w�_ �. �► � r" w UL t - .w lrM t`I fi � FA I • 4j ca.,.ylF.sj. UR lw 77 ,+-`, .*1"sc-i. l ,err +!a•'tY r',�.y.:.vya.' c. "w.."'R' i":d ,��'ng.R'�4`!?. ♦ �4'` "La -.; v!U'a r•� �rCi�5.� ,�, 3 t R �� � � 'T `^st RF F �r.Ys�9"' g�c "�:Y.,y�. .�.�.^.,•". - XC ,r. ,?f. �''�' �. Qy �. q1S Y �;.y�. .+ `'.rq �_�� �.k, Q, t�'"r•�•�4r� ,,y - *�•� ..{'�S't K-a f r f r> "? > xr?�an.� .,� .e q >,,�Z S'�i. ,,i. � - at t,�,:. 7 "Y1o2 �r f if' ri�: r � �'� +�- y Y .� a �..�ae a P 'ti •'�� �..ay'� •R .�.«R�-� ~ i, U's L, r � -FOCUS RARSO /OrEO'1�A/�hr10/) � i wwi��n rrr Im9mmungri j ',,� �tr•+i�iars "Lrl�l 1 r , i t f � //mom LL� t r. !� rrRRNNYYrtee t 1 _- llf •ii., i v: I-- w: t,• ::11!sii:'uy.y iiii iii;: '.:�:.�:.. `r �t' t t It 11 11jj I1�`!i1: tt��'!��,!!!!t!°1iU tEI t X�9.m•Y,� ,qj]h:f t tli I t I,.:t t•t t t :r: 7 — 1{;j�•,!`!�{t!.r,�:t,t•:I�!f{t i:,�f .i��t, ! ) yN7 'llf s. _ i.!Iiil }I:Ztt 1� p ++!- {! 4. 4..>� ., •r.,a; }I Ith I. !. ((Ill•9`I �_ it"i� nat� ....... it .ac............ n•• , �:.:::::c rc•c... .;..•: 5 :.v... 1, - .. ..•. ;.... tl , t ;E 1 1\1�1�i,\1,�\l � r r a -""v ", 4MMARK1NCHITECT SCHWARTZ&ASSOCIATES 28493 \lain Road•PO.Box 833•Cuu•hugue. NY 11933 631.734.4183 1 +s+r+r.mksarchiuct.com October 26,2021 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Mattituck 2012,LLC 36570 Main Road Cutchogue,New York To whom it may concern, I have confirmed with Owner that there are no active utilities to the building at 36570 Main Road Cutchogue. Please call this office with any questions you may have. Sincerely, t a P Mark Schwartz .UA Dwyer, Nancy From: Cummings, Brian A. Sent: Thursday, September 23, 2021 12:31 PM To: lopez_eligio@yahoo.com Cc: Dwyer, Nancy Subject: "Mattituck 2012" Site Plan Good afternoon, Planning has no concern with an added ADA compliant access ramp during construction so long as it does not affect elements of the site plan including parking or access. This change can be acknowledged on an "as-built" site plan when a final site inspection and CO is requested. Thank you, Brian Brian A.Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 1 PERM 42(09/09) State of New York Department of Transportation Highway Work Permit Permit No.: 20191078547 Date Issued. 07/24/2019 Project ID No.: J U L 3 1 2019 Expiration Date: 08/31/2019 yermittee 1: Pe" r------ lw f- MATTITUCK 2012 LLC/BRIAN KELLY t� EAST END ASPHALT ,T.y.s•, •,. ,;i��'-��-�"" 1854 MAJORS PATH PO BOX 225 MAIN RD ~ SOUTHAMPTON,NY 11968 JAMESPORT, NY 11447 Emergency Contact: BRIAN KELLY EtitergencY Number: 631-297-9700 Under the provisions of the Highway Law or Vehicle&Traffic Law,,permission is hereby granted•to the permittee to: CONSTRUCT RESIDENTIAL DRIVEWAY TO ENTER NY 25.SCTM ti:1000-09700.0300-002000:TO ENTER ONTO NYS DOT R.O.W NY 25 AND PERFORM WORK AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE APPLICANT TO COMPLETE,SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE WWW.DOT.GOV FOR REFERENCED FORMS,THIS.HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS, THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL.DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS It STANDARDS AND A HARD HAT: ,. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041580 25 07041581 as set forth and represented in the attached application at the particular location or areas,or over the routes.as stated therein, if required;and pursuant to the conditions and regulations general or special,.and.methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL;STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at; Hauppauge Date Signed: 07/24/2019 Commissioner of Transportation By: NL T.VU Viiayendran IMPORTANT: THIS PERMIT WITH APPLICATION AND DRAWING'(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE P.ERMITTEE ABSOLUTELY MUST NOTIFY Kevin Matthaei,Ass't Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE.PERMrME, AND DELIVERED TO THE RESIDENT ENGINEER. SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Mixed Use Building DATE: 9/29/21 LOCATION: 36570 Main Rd. Cutchogue SB/L: 97-3-2 Scope of Work: New 2 sty mixed use (R-3 &B) of type 5 construction. Comments: 1. Is the building being designed as nonseparated occupancies (BC 508.3) or separated occupancies (BC 508.4)? If nonseparated: BC 509.3.1 "...the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area" FC 903.2.8 An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. R-3 sprinkler requirement would impose a sprinkler requirement on the B occupancy. If separated, show separation as required in Section 508.4 2. What is/are the use/uses of the basement? 3. Locations of smoke and carbon monoxide detectors are not indicated on plans. 4. Sheet A-11 incorrect occupancy classification. 9/29/2021 Prepared by J.E. [Page] r 20220523 074907.jpg https:Hmail.google.com/maiUu/O/ ANDp,�SEN p OF SDUSNl��3 lo\N1 A D �v�v�►� S-Zs-zZ 1 of 1 5/24/2022,6:35 PM 20220524_070828.jpg https://mail.google.com/mail/u/o/ `s 1 of 1 5/24/2022.6:30 PM 20220524 070813.jpg https://mail.google.com/mail/u/O/ f r. 1 i a+ f . a ri . w i of 1 5/24/2022,6:31 PM 20220523 075028.jpg https://mail.google.com/mail/u/O/ 1 of 1 5/24/2022,6:31 PM 20220523 075023 jpg https://mail.google.com/mail/u/0/ 1 of 1 5/24/2022.6:31 PM 20220523 074916 jpg https://mail.google.com/mail/u/o/ 1 of 1 5/24/2022.6:32 PM 20220523_074925 jpg https://mail.google.com/maiUWO/ r 1 of 1 5/24/2022,6:31 PM 20220523_074855 jpg https://mail.google.com/mail/u/O/ v If 1 V 1 { 1 of 1 5/24/2022,6:32 PM [MG_8774.jpg https://mail.google.com/mail/u/O/ VO/ ?MARK SCHWARTZ&ASSOCIATES _ 28495 Main Ruad•PC Box 933•Cutchoguc. NY_11933 ! 631.734.41851 %kw%v.mksar0ikct.com i May 23,2022 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Mattituck 2012,LLC Main Road Cutchogue,New York To whom it may concern, I have been to the aforementioned site to review the rough plumbing installation. The rough plumbing and pressure test have been completed and to the best of my knowledgeit meets or exceeds NYS code requirements. Please call this office with any questions you may have. Sincerely, I i Mark Schwartz MAY 2 5 2022 ., AIA 1 of 1 5/24/2022,6:24 PM iX61411J95, • • . • FOUNDATION(IST) NX No TT ® FI r • I MAW11 h OPLUMBING ° • :� L M INSULATION.PER N.-Y. STATE ENERGY •D ADDIfIONAL COMMAS� i 04 mawt.-Rowlimmumm7w,OOZY, •ry- A o • , + _ a. 0 I � I �. / 1 " u TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined •aG Single&Separate Truss Identification Form _ I �020 Storm-Water Assessment Form Contact: Approved 20 Mail to:1J1 CVA-eL A el VW C& Disapproved a/c v ;: �F d�u • ��.,:. Jr��;:_ , ,��.� C'o• au/nq7,ro o©to. •vY. 1/97/ y,,.•t%i.'',+. :i`� :��;:j•;',�'�li��.�� Phone: .�16 FI�B'6aG7 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date A16Y Z d ,20240 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will isstie,a Building,Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Cdilificate of Occupancy. f,Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed'within 18 months from such date:If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extd`nsion of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or alterations or for removal or demolition as herein described.The applicant agrees to comply with'all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. A�07V&C,z 2O/Z /-LC (Signature of applicant or name,if a corporation) "4,70Z.9 A4201 (Mailing address of ap icant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder AL&AMY- Name of owner of premises NAtr/2=e Ze/Z 6.6 C (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 7"WD Plumbers License No. taP Electricians License No. y" Other Trade's License No. 1. Location of land on which proposed work will be done: EF657a 7'"267 co rcl-10 GUI House Number Street Hamlet County Tax Map No. 1000 Section— Block (�,3 Lot (, Z ' - t Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _VA b. Intended use,and occupancy A&q,QM j(fj V1V/X jf f OACI ' 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units O l Number of dwelling units on each floor If garage, number of cars O1j/lc el 6. If business,commercial or mixed occupancy,specify nature and extent of each type of usca—M46cra/ 0 /O—c 7. Dimensions of existing structures,if any:Front �/ Rear ���/ I Depth Height 1/�-,F/— Number of Stories 2WO Z� Dimensions of same structure with alterations or additions: Front - ��/��Z�� Rear �//1Z Depth 2 ,Z Height 21�-�J Number of Stories rd 8. Dimensions of entire new construction:Front_3� '1 y/Z A Rear W1 �1 y Depth 1�, Height 21 ,41- Number of Stories 0&J - 9. Size of lot:Front .J� Rear 64, 6'3 Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 49 12.Does proposed construction violate any zoning law,ordinance or regulation?YES k' NO 13.Will lot be re-graded?YES NO y Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY$E$ QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO l� *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property-lines. 17.if elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO y *IF YES,PROVIDE A COPY. Us DARREN RUBINSTEIN STATE OF NEW YORK) ublic-State of New York SS: O. 01 RU6261722 COUNTY OFJ� fied in Suffolk Co my ssion Expires /`1 2� H166WL A. ���L being duly sworn,deposes and says thaplicant (Name of individual signing contract)above named, (S)He is the 46,,r-/V' (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ da of Pr 20 20 Notary Public Signature of Applicant Building LqM: mean Application AUTHO.RI7.ATION (W11,ere the Applicant is not the Owi}er) residing at.�4 (Print piopeay owner's name) (Mailing Addressl 1AM Cho hereby auth,.)r1Le (Agent) to apply on my behalf to the Southold Building Department. f,. (Ow s Signature) (Date) a- ---- -------..._ (Print Owner'., Name) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ' Southold,-NY 11971 .� ��,t�; `•:, (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov • '�.col,: "� PLANNING BOARD OFFICE E C E U U E TOWN OF SOUTHOLD NOV 1 3 2023 November 8, 2023 Building Department Town of Southold Eligio Lopez 36570 NYS Route 25 Cutchogue, NY 11935 Re: Extension of Approval Site Plan for East End Tick & Mosquito Pest Control 36570 Main Rd., ±420' s/w/o of Skunk Lane & Main Road, Cutchogue SCTM#1000-97-3-2 Zoning District: Limited Business (LB) Dear Mr. Lopez: The following resolution was adopted at a meeting of the Southold Town Planning Board'on Monday, November 6, 2023: i WHEREAS, this Site Plan Application is for the proposed conversion of an existing building to a single-family dwelling with an attached business office with six (6) parking stalls on 0.25 acres in the Limited Business (LB) Zoning District; and WHEREAS, on January 8, 2018, the Planning Board granted approval,with conditions,' including one to be met prior to the Chairman endorsing the site plan, to the Site Plan shown on the survey for SCTM#1000-97.-3-2, prepared by John T. Metzger, LLS, dated November 1, 201*2 and last revised March 1, 2017; and WHEREAS, on August 22, 2019, the applicant obtained Highway Work Permit #20191078547 from the New York State Department of Transportation (NYSDOT) as required by condition of approval; and WHEREAS, on August 22, 2019, the applicant submitted a letter requesting an Extension of Site Plan Approval and provided reasoning that obtaining the Highway Work Permit from the NYSDOT took longer than anticipated; and i i NFBG Starlard: Subdivision- Page 12 November 8,.2023. The next step in the subdivision process is to submit the Preliminary Plat Application. Please submit a complete Preliminary Plat Application at your earliest convenience. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office at (631) 765-1938. espe_ �Ily, -. U` a, Donald J. Wilcenski Chairman MAILING ADDBESS: OFFICE LOCATION: P.O.Box 1179 Town Hall Annex" Southold,NY 11971 54375 State Route 25 631765-1938 (cor,Main Rd.&Younga Ave.) Telephone: www,southoldtovWWY-9ov Southold,NY PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 4;-202'I Michael-A. Kimack, EKq 321 ;Riverside.Drift Riverhead,,NY`11901 N Ret Extension-of-Approval , Site`plan for East'End Tick&Mosquito'Pest Control 36670.Main Rd., t42o s/w/o of Skunk Lane & Main Road, Cutchogue SCTM#'(000=97-3-2 Zoning District: Limited Business (LB) Dear Mr: Kimack: r The foll howing°resolution was adopted at°al meeting of the Southold Town Planning _ Board on Monday, MaY 3', 2021: In existing U1lHEREAS, this Site Plan Application is forth attached d business office-with-six (6) parking ,building to.a single-family dwelling with an.atta stalls on 0,, acres in'the.Limited Business (LB) Zoning District; and WHEREAS, on January 8,2018., the.Planning..Board:granted approvato the with condition Site Plan including one to,be met-prior to the Chairman endorsing the site plan, shown`on the survey for SCTM#1000-97.-3-2, prepared.by John T. Metzger, LLS, dated November1, 2012 and last revised.March 1,,2017; and WHEREAS, on August 22, 2019, the applicant obtained Highway Work Permit #201-91078547 from the New York State Department ofTransportation (NYSDOT) as required`fy condition of approval; and WHEREAS:,.>on August:22,"2019; the applicant submitted'a letter requesting an Extension of-Site Plan Approval.and provided reasoning that obtaining the Highway Work Permit from the NYSDOT took longer than anticipated; and r•; Page MA'AM, � o24, -WHEREAS, at:a:Work Session held on September 9, 2619, the:Planning Board reviewed the application and,determined that the°expiredSite plan-was:in cornpfiance with .current rules and regulations and granted.an extension of-eighteen months to.March 9, 202.1,;:and. WHEREAS, on March 9; 202-1, the site plan approval extension.expired; and WHEREAS,.the applicant submitte.&a Letter:requesting,an Extension of:Site Plan Approval.and, provided reasoning as detailed in the::May 3, 2021 staff'reporf;;:and WHEREAS,-at a Work Session held on::May 3;,2021,1he Planning Board reviewed:the application and determined-that the expired Site Plan:was:in compliance with-current rules and regulations and grantedannexterision.of eighteen months to $eptemb`er 5 2022;therefore be it RESOLVED, that°the Southold Town:Planning 13oard giants an. Extension of Site Plan: Approval, with one condition, for efghteen'(18) monihs..from March;9,.2024 to S p ntier:5„2Q►Z2 to.., he=Site�:l='lan shown-o n;tfie.surve� W-`SCTM#1Q0G 7 3=2; Prepay; l bY,:John''i': Me,19.11 t LS, dated Noveri`i er 1,2Q - :and last r_e rsed March 1,20.1.7. :�«r.....,. Condition; Vehicles and/or-trailers,are not permitted to;be used asiad"d..itional display or...mobile signage on site. All vehicles.,displaying company;logos:and information must be parked in the.rear of-the building when on;site. The purpose:of;this condition.is to mitigate impacts to the State Route.25rScenic Byway.- If you have.any.questions re' arding,the above,please contact thisoffice. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector J �OFFIf;E LOCATION: MAILING ADDRESS: Town Hall Annex �QE so�jy P.O.Box 1179 54375 State Route 25 �0� Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov O �Q PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 10, 2019 Michael A. Kimack, Esq. 321 Riverside Drive Riverhead, NY 11901 Re: Extension of Approval Site Plan for East End Tick & Mosquito Pest Control 36570 Main Rd., ±420' s/w/o of Skunk Lane & Main Road, Cutchogue SCTM#1000-97-3-2 Zoning District: Limited Business (LB) Dear Mr. Kimack: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, September 9, 2019: WHEREAS, this Site Plan Application is for the proposed conversion of an existing -' building to a single family dwelling with an attached business office with six (6) parking ,° stalls on 0.25 acres in the Limited Business (LB) Zoning District; and WHEREAS, on January 8, 2018, the Planning Board granted approval with conditions, including one to be met prior to the Chairman endorsing the site plan, to the Site Plan shown on the survey for SCTM#1000-97.-3-2, prepared by John T. Metzger, LLS, dated November 1, 2012 and last revised March 1, 2017; and WHEREAS, on August 22, 2019, the applicant obtained Highway Work Permit #20191078547 from the New York State Department of Transportation (NYSDOT) as required by condition of approval; and WHEREAS, on August 22, 2019, the applicant submitted a letter requesting an Extension of Site Plan Approval and provided reasoning that obtaining the Highway Work Permit from the NYSDOT took longer than anticipated; and East End Tick & Mosquito Page 2 September 10, 2 119 WHEREAS, at a Work Session held on September 9, 2019, the Planning Board reviewed the application and determined that the expired Site Plan was in compliance with current rules and regulations and granted an extension of one year to March 9, 2021; and RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for eighteen (18) months from September 9, 2019 to.March 9 2021 to the Site Plan shown on the survey for SCTM#1000-97.-3-2, prepared by-John T. Metzger, LLS, dated November 1, 2012 and last revised March 1, 2017. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex " ~` *0f so 54375 State Route 25 �ryoP.O.Box 1179 LL`t` Southold,NY 11971 i';,,3;` Q l0 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 cn �c www.southoldtowuny.gov COUNVi PLANNING BOARD OFFICE W TOWN OF SOUTHOLD i- � �� S January 9, 2018 AUG - 1 2019 ' yr.• s JN=.i T[3 Y9E :mac Michael A. Kimack; Esq. TOWN: off 8mu.. 1 321 Riverside Drive Riverhead, NY 11.901 Re: Approval - Site Plan for East End Tick & Mosquito Pest Control 36570 Main Rd., ±420' s/w/o of Skunk Lane & Main Road, Cutchogue SCTM#1000=97-3-2 Zoning District: Limited Business (LB) Dear'Mr:`Kimack: :.: >. The-following:.resolutions were:adopted at a meeting of the Southold Town Planning Board on Monday; January` 8, 20.18: WHEREAS, this Site:Plan:Application_is.for the proposed conversion of an existing building to a single family dwelling with an attached:business office with four (4) parking stalls on 0.25.acres in the Lirhited Business (LB) Zoning District; and WHEREAS, on October 22, 2.014, the-Suffolk County Department of Health Services (SCDHS) granted"approval C10-14-0002 for a "non-medical office and apartment" @ ; 265gpd; and WHEREAS, on March-30, 2015, Michael Kimack, authorized agent, submitted a Site Plan Application for review; and- WHEREAS, on April 20,:2015, the,Planning Board found the application incomplete for review and required-revisions-and additional information; and WHEREAS,-on May 27,-2015, Michael Kimack, authorized agent, submitted a portion of the required materials.for. review;,and•,. WHEREAS,.on June 2, 2015, Michael Kimack, authorized agent, submitted a portion of the required materials for review; and East End Pest Control Page 2 January 9, 2018 WHEREAS, on July 1, 2015, Michael Kimack, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on July 30, 2015, Michael Kimack, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on August 3, 2015, the Planning Board referred the Site Plan Application for to the Zoning Board of Appeals (ZBA) for review and interpretation pursuant to Town Code Section 280-146(D)(1). The-Board sought clarification as to whether a variance was required for the application, or if the Stanley Malon Decision File# 5383 applied to the LB Zoning District as well as the General Business (B) Zoning District; and WHEREAS, on September 14, 2015, Michael Kimack, authorized agent, submitted a revised site plan for review; and WHEERAS, on October 20, 2015, the ZBA provided interpretation.#6885 that the Stanley Malon decision, file #5383 applies only to the General Business (B) Zoning District and does not apply to the LB or any other Zoning District; and WHEREAS, on November 6, 2015, the Planning Board referred the application to the Building Department requesting a review of the Notice of Disapproval in light of the ZBA decision #6885; and WHEREAS, on November 19, 2015, Michael Kimack, authorized agent, submitted a revised site plan for review; and WHEREAS, on January, 11, 2016, a renewed Notice of Disapproval was issued by the Building Department; and WHEREAS, on February 16, 2016, Michael Kimack, authorized agent, submitted a revised Site Plan and business operation details as required for review; and WHEREAS, on March 9, 2016, the Planning Board required the submission of materials and,,-plant.to-:memorialize.-the:changes to:the.:plan that was originally.reviewed by.the Building Department; and WHEREAS, on March 15, 2016, Michael Kimack, authorized agent, submitted a revised site plan for review as required; and WHEREAS, on April 4, 2016, the Planning Board formally accepted the Site Plan Application as complete for review with revisions to be made immediately; and WHEREAS, on April 4, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR; Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and East End Pest Control Pace 3 January 9, 2018 WHEREAS, on April 14, 2016, Michael Kimack, authorized agent, submitted information for review as required; and WHEREAS, on April 20, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments, and performed a coordinated review under SEQRA; and WHEREAS, on May 2, 2016, a Public Hearing was held and closed; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on June 2, 2016, the New York State Department of Transportation (NYSDOT).determined that the applicant required a Highway Work Permit; and WHEREAS, on June 20, 2016, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 30, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and - WHEREAS, on July 7, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on July 8, 2016, the Southold Town Engineer reviewed the application and required revisions to the-Site Plan in order to.meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 11,.2016, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS .on-:July 11,-2016,, the'Southold Town. Planning Board,.as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at a Work Session on August 10, 2016, the Planning Board reviewed comments from the Public Hearing, referral responses and staff analysis for the proposed application and required revisions to the Site Plan and additional information including the relocation of the proposed driveway and curb cut to NYS Route 25; and WHEREAS, on October 19, 2016, Michael Kimack, authorized agent, submitted revised Site Plans and additional information as required; and East End Pest Control Page 4 January 9, 2018 WHEREAS, on October 25, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the revised application to the Cutchogue Fire District, NYSDOT and Town Engineer for their comments; and WHEREAS, on December 14, 2016, the Southold Town Engineer reviewed the application and required revisions to the Site Plan in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and .WHEREAS, on December 22, 2016, the Planning Board reviewed comments from referral responses and staff analysis for the proposed application and required revisions to the Site Plan and additional information; and WHEREAS, on February 14, 2017, Planning Department staff coordinated with the applicant to provide certain revisions to the Site Plan as required by the Planning Board; and 'WHEREAS, on April 4, 2017, Michael Kimack, authorized agent, submitted revised Site Plans and additional information as required; and WHEREAS,'on April 11, 2017, the Planning Board determined to re-open the Public Hearing in light of revisions to the Site Plan regarding potential impacts from the proposed driveway/parking location to the adjacent residentially zoned parcel to the west. Revisions were required to mitigate this potential impact as identified through Public Hearing comments and Site Plan review. These revisions included the relocation of the driveway access to the east side of the parcel, closer to the existing commercially zoned parcel, the parking of commercial vehicles from the front of the building to the rear, and the addition of evergreen screening and shade trees. The Board found that a hearing on the revised plan was necessary to provide adjacent neighbors and the general public the opportunity to comment on these changes; and WHEREAS, on May 8, 2017 the re-opened Public Hearing was held and closed for the revised Site Plan application; and WHEREAS;:.on May:18.,;2017,.the.Planning Board sent a request for a use certification to the building department for the proposed action; and WHEREAS, on May 25, 2017, the revised application was referred to the Cutchogue Fire District and Town Engineer for their review and comments; and WHEREAS, on May 31, 2017, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on May 31, 20.17, the Chief Building Inspector provided comments regarding the request for a use certification and stated that the subject application was not ready for East End Pest Control Page 5 January 9, 2018 certification due to an expired notice of disapproval that required multiple area variances to be obtained from the ZBA; and WHEREAS, on June 6, 2017, the Cutchogue Fire District reviewed the proposed action and determined that there was adequate access and fire protection for the subject parcel; and WHEREAS, on November 22, 2017; the ZBA granted the variances as requested pursuant to file #7098 with two conditions: (1) The subject structure may not be demolished pursuant to the provisions in Section 280-4 definitions which prohibits reconstruction of a structure or portion thereof that exceeds 50% of the market value of the existing structure before the start of removal; and (2) The proposed use must obtain site plan approval from the Southold.Town Planning Board. Failure to do so will render the variances granted herein--null-andvoid;and WHEREAS, on December 18, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on January 5, 2018, the Southold Town Chief Building Inspector reviewed and certified the propose single family dwelling with business office as a permitted use in the Limited Business (LB) Zoning District pursuant to ZBA file#7098; be it therefore RESOLVED; that the Southold Town Planning. Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the site plan shown on the survey for SCTM#1000-97.-3-2, prepared by John T. Metzger, LLS, dated November 1, 2012 and last revised March 1, 2017, and authorizes the Chairman to endorse the site plan after Condition "1" below is met. Conditions 1. Prior to the Chairman endorsing the site plans, the following must be completed: a.' Obtain a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide a print of the permit to the Planning Board; 2. All work/commercial vehicles and trailers are to be located in the rear of the property, no commercial vehicles/trailers are permitted to park in front of the building; East End Pest Control Page 6 January 9, 2018 3. Maintain the double row of 6' high evergreens, 10' on center, along the west property line and a single row of 6' high evergreens, 5' on center, along the length of the garage; 4. Maintain the boxwood hedge to screen the front parking area; 5. All required plantings shown on the site plan must be replaced in kind if they die or are removed for any reason; 6. The existing storage garage may be used only for residential storage or for commercial storage of non-hazardous and/or nontoxic products; 7.. This approval is for the administrative office for a service business for the purpose VI-scheduling, billing and routing of two service vans and technicians; 8. The design and capacity of the site is for three (3) employees and two (2) work vans; 9. Business hours are generally 7am — 5pm and occasional Saturdays 9am— 12pm; 10.The site has not been designed for public access of any kind. Employees only; 11.Any changes to the above conditions require an amended Site Plan application and -approval by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site. Plans: 1. Any new.lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require'Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties'and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries.and conform to. §172 of the.Town Code; 2. All.storm water run-off from grading, driveways and gravel areas must be contained on site; 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer.prior to beginning this work; 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must becompleted, unless the Planning Board_grants an extension; East End Pest Control Page 7 January 9, 2018 5. Any changes from the Approved Site Plan shall require Planning Board approval; 6. Prior to the issuance of a Certificate-of Occupancy, the Planning Board must inspect the site-to-ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent _ .to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing.this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: C' L—,,'/- /1-1,4 , Applicant Signature: i �Gl� Lyate: 2//�/Z�l a4 i FORM NO. 3 TOWN OF SOUTHOLD . '. BUILDING DEPARTMENT { SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL. : DATE: January 25,2021 ?; TO: Michael Kimack(Mattituck,2012 LLC) P Box 1047 , S uthold,NY 11971 Please tale notice that your request dated December 1,2020 ! ; Au For perms to demolish an existing single family dwelling with business office and construct a new single fam dwellingwith business office(pest control at Location of property: 36230 Route 25,Cutchogue,NY i County Tax Map No. 1000—Section 97 Block 3 'Lot 2 ' Is returned herewith and disapproved on the following grounds: The proposed construction on this parcel in the Business LB zone is not permitted pursuant to Article IX Section 280-42'A.,which states, "Except as otherwise provided herein,no buildings or premises shall be used and no building or art ' P thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule a? Parking and Loading Schedules incorporated into this chapter by reference with the same force and effect as if such regglations were set forth herein in full." . s Bulk schedule requires a minimum single side yard setback of 20 feet,a minimum total side yard setback of 4 } feet,a muiimum rear yard setback of 75 feet,and a minimum front yard setback of 100 feet. '' f Following theproposed construction,the structure will have a single side yard setback of 11 feet a total side yard setback of 22 feet,a rear yard setback of+/-53 feet,and a front yard setback of 78.7 feet. The proposed use requires site plan approval from the Southold Town Plannin ,Bg oard. You MAY a 1 to'this a enc directl ! - - ------- -- ----------- ---- ize a i Cc:File,planning,ZBA ! i f i ' i f j Southold Town Hall BOARD MEMBERS erg so[/ry 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson � Ql0 Southold,NY 11971-0959 Patricia Acampora > t Office Location: ac Town Annex/First Floor, Eric Dantes G o� -5437.5 Main Road(at Youngs Avenue) Robert Lehnert,Jr. 'QI�C�UNT�1 � Southold,NY 11971 Nicholas Planamento http://southoldtownny.gov Rom C E. ZONING BOARD OF APPEALS 8:aq 4�tl TOWN OF SOUTHOLD APR 2 6 2021 i Tel.(631)765-1809 •Fax(631)765-9064 a lQ i SOUYhold Town Clerk. FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 15,2021 ZBA FILE:#7483 NAME OF APPLICANT: Mattituck 2012 LLC SCTM No. 1000-97-3-2 PROPERTY LOCATION: 36230 Route 25,Cutchogue SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated February 18,2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the . Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: This application was referred for review and comments to the Town of Southold Planning Board who issued its response dated March 23,2021 stating that there are no objections to an extension of the existing variance relief issued. The applicant submitted a valid SCDHS permit for the project. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 10,664 square foot parcel located in a Limited Business (LB) Zoning District. The parcel measures 66.10 feet fronting NYS Route 25 (Main Road, the northerly property line), 164.44 feet along the Easterly property line;64.53 feet along the southerly property line;, and 163.57 feet along the westerly property line. The parcel is improved with a one-and one-half story frame house and a concrete block garage all as shown on a survey prepared by John T Metzger, last revised February 9, 2021 which depicts the proposed improvements. BASIS OF APPLICATION: Request for Variances from Article IX, Section 280-42A and the Building Inspector's January 25, 2021 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling with a business office and construct a new single family dwelling with a business office(pest control); at 1) located less than the code required front yard setback of 100 feet; 2) located less than the code required rear yard setback of 75 feet; 3) located less than the code required single side yard setback of 20 feet; 4) located less than the code required combined side yard setback of 45 feet,located at:16210 NY5 Route 25, CuMCP090, NY SCTM N0. 1000-97-3-2. Page 2,April 15,2021 #7483,Mattituck 2012 SCTM No. 1000-97-3-2 with RELIEF REOUESTED: The applicant requests n ormin s demolish to l front yards setback of 78.7 feet euthe odes requires business office that will require relief for a non co g 100 feet,rear yard setback of 53.1 feet where code requires a minimum of 75 feet, a single side yard setback of 11 feet where code requires a minimum of 20 feet and a combined side yard setback of 22 feet where'code requires a minimum of 45 feet. The footprint of the structure will not be altered. The Board notes that the current survey, submitted with this application, last revised February 9, 2021, shows a single side yard setback of 10 ft., and a combined side yard setback of 21 feet,in conflict with the issued Notice of Disapproval. ADDITIONAL INFORMATION: This application is in response to a similar application #7098 granted in November of 2017 for an application to make additions and alterations to an existing single family dwelling with business office that will maintain the existing non-conforming rear yard setback of 60.7 feet where code requires a minimum of 75 feet,a single side yard setback of 11 feet where code requires a minimum of 20 feet and a combined side yard setback of 25.2 feet where code requires a minimum of 45 feet. The footprint of the structure will not be altered. The applicant allowed the permits and variances to elapse. The Building Department has determined that this new application should be considered a demolition since the total cost of the reconstruction was estimated to exceed 50% of the market value of the existing structure. (Section 280- 4 of the Town Code amended 2/14/2017). However, the applicant's architect submitted a letter dated January 15, 2021 and numerous photographs affirming that the existing building is structurally viable and, although considered a demolition based on the appraised value,much of the structure will be preserved and renovated The applicant submitted to this office a survey prepared by John Metzger, L.S., dated January 5, 2021, stamped by the Suffolk County Department of Health Services on February 22, 2021 approving the sanitary system for a non- medical office and apartment. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 1,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board funds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes,a winery,and farms. The easterly property line is screened by fencing; the rear yard adjoins a wooded property. The applicant proposes to maintain the existing setbacks and the legally established uses as a residence and professional office. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's lot is a small non-conforming lot and the applicant is maintaining the existing setbacks. Any proposed alterations and additions will require variance relief for pre-existing nonconforming rear yard and side yard setbacks. 3. Town Law§267-b(3)(b)(3). The variance for the front yard setback granted herein is mathematically substantial representing 21.3%,the single side yard setback granted herein is mathematically substantial,representing 45%relief from the code. The combined side yard setback granted is substantial representing 51%relief from the code and rear yard setback granted is substantial representing 29.2%relief from the code. However,the applicant is proposing to maintain all existing setbacks which were established in 1959 when the structure was originally built. i b Page 3,April 15,2021 47483,Mattituck 2012 SCTM No. 1000-97-3-2 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The building has a certificate of occupancy. The applicant's representative indicated that no demolition is proposed,only rehab is planned; and.further remarked that the building is viable when asked about its structural integrity. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code.The applicant has applied to the Southold Town Planning Board and the NYS Department of Transportation for approvals. It is believed that approvals from both agencies are forthcoming. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The uses of the site are allowed pursuant to Business LB Zoning District. The current setbacks were established when the dwelling and professional office received a building permit and certificate of occupancy in 1959. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated structure containing a single-family dwelling and a professional office while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community.. The LB Business Zoning District allows the proposed uses. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Dantes, and duly carried,to GRANT the variances as applied for and shown on the survey prepared by John Metzger,L.S.and dated February 9,2021 and Architectural Drawings prepared by Mark K. Schwartz,AIA, dated February 4,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed use must obtain site plan approval from the Southold Town Planning Board. Failure to do so will render the variances granted herein null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited 0 this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; andfailure to comply therewith will render this approval null and void The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,April 15,2021 97433,Mattituck 2012 SCTM No. 1000-97-3-2 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of e Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,LehneM and Planamento (5-0). r I � J Leslie Kanes Weisman, Chairperson Approved for filing /�0 /2021 Mae- LL G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JAN 1 (tin HaNFAhnex- 54375 Main Road - PO Box 1179 Coo BUILDING DLPT Southold, New York 11971-,0959* TOWN OF SOU �e�hone (631) 765-1802 FAX (631) 765-9502 . ,. : rogerrO-southoldtownny.clov — seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL. INSPECTION ELECTRICIAN INF RMAT ON (All information Required) Date: Company Name: MOW. k - Electrician's Name: ` License No.: -Ele . email: Elec. Phone No: - y7 1 request anemail copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 1- Address:. 0 /kAa Kr/ C I—C 4 Cross Street: S v h Phone No.: C I= S.9 a - 7 13 :Z Bldg.Permit#: 5 F# q-�. ema . GkLf,Jv Tax Map District: 1000 '. Section: d 9 Block: . . Lot: ey o- 'L . BRIEF DESCRIPTION OF WORK, INCLUDE;SQUARE FOOTAGE (Please Print Clearly): C� ,c 1 re. et l Square. Foots :.� e: l ® o�w r g Circle All That Apply: Is job ready for inspection?: 71 YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: "A #.Meters 2— Old Meter# El New Service❑Fire Reconnect[—]Flood Reconnectl5Service Reconnect Flu nderground❑Overhead # Underground Laterals n 1 R2 F1 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION oD c o `� � J �� II PERMIT# ddress: � � Switches Outlets GFI's i Surface I� 3 Sconces. HH s U ; UC Lts .... Fri fansdge H.W.. . ,... .. . .. Exhaust Lt Oven D' z Smokes DW M .c ..... .. .:. _:.... . ...... ..... Mt . g :-Combo. ^Cb.'AiOp _... -.- .:..: Tr..ahsfer;`. . f . - AC-. AH Hood Service' Arrtps 'Have Used` Special:.. Comments: A A724 !- 'p " C OrC( 43 Ott r _ S�FfD[` 11 r J4J G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JAN 1 nl?g n H Ah- nex- 54375 Main Road - PO Box 1179 BUILDING QLPT Southold, New York 1.1971-0959 TOWN OF saU %hone (631) 7;65-1802 - FAX (631) 765-9502 rogerr(a�southoldtownn qov seEind(@-southoldtownny..gov y. y. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Requir ) Date: �. Company Iectrician's Name: License No.: Elec. email: Elec. Phone No: [--]I request an email copy of Certificate of Compliance Elec: Address: OB SITE INFORMATION (AJI Information Required) Name: El,g o Address: 3e 0 /,-ka T-CLl 1/97 Cross Street: S v ► Phone No..: C I— �-� a - Bldg.Permit#: Q 31 email: e.iAPr 'Lrra r►h GM c Tax Map District: 1000 Section: 6> I Block: Lot: Cj o 2 RIEF DESC,RII JPTION OF WORK, INCLUDE;SQUARE FOOTAGE (Please Print Clearly): t-f l o f cA Squ'are'Footage: 43:a o. ircle All That Apply: I job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final o you need a Temp Certificate?: YES ❑ NO Issued On emp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters 2 Old Meter# New Service[]Fire Reconnect[]Flood ReconnectElService Reconnect❑Underground❑Overhead Underground Laterals 0 1 F12 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Old el, ,E4J G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o JAN 1. n n H FAhnex- 54375 Main Road - PO Box 1170 o BUILDING OLPT Southold, New York 11971-0959 TOWN of sou 6$hone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-southoldtownny.gov— seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMAT ON (Ali Information Required) Date: . Company Name: .-� Electrician's Name: License No.: ��bjZ� ��� Ele email: /0 2 /G matt • CQ)-yn Elec. Phone No: �'( .j g - y I request an email copy of Certificate of Compliance Elec. Address.: S rp we/? 2 cl% JOB SITE INFORMATION (All Information Required) Name: F1 , o Address:. 3 o ti Cross Street: S v Phone No.: 6 _ S R q - 71 3 2 Bldg.Permit#: email: Tax Map District: 1000 Section: b Block: ( Lot: b o 2 BRIEF DESCRIPTION OF WORK, INCLUDE,SQUARE FOOTAGE (Please Print Clearly): 1 Square Footage: l) 8 0 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: © YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters 2 Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect,lService Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION DD C � Hi Damon: As requested, attached find a letter from Mark Schwartz with attached photos. In addition, attached is a copy of the survey submitted along with my original application Showing existing building setback further tha either existing dwelling on both sides within 300 feet.This met the setback rule to avoid a variance. Best Michael A. Kimack,Agent 1 � JAN 1 9 2021 -RCHITECT r�.i. `' MARK SCHWARTZ & ASSOCIATES 2'495 Main (toad• PO BON 933•C(.uclul1 uc. \'1 I If1:iJ �.. ( 631.7a4.4185 1ll'N`LL'.n11 5kU'('�ll l l`t'(.('Unl January 15,2021 Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: Mattituck 2012, LLC Main Road Cutchogue,New York To whom it may concern, I havia been to the aforementioned site on January 07,2021 and walked through the existing structure on both the first and second floors. The one story west wing has a collapsing south wall and partial collapsing roof(see photos attached). The main structure is in-tact and the foundation is serviceable. With proper precautions,.this building can be structurally enhanced,repaired and reconstructed to create a"new"building upgraded to meet or exceed.current NYS code requirements. Please call this office with any questions you may have, ly Sincerely, JAN 1 2021 . Mark Schwartz AAA An r s Rr F sum . ,! , �>; ,gym` � �� ^ 'i.$-" �&3 �-�`��'� T" �" •�� �ar• v a, b KF 'ct Yv oilp fT 8Yty 7? d 1 >a r t i Egwovo � *¢� a aF" i 3 rl r IIC��I� y�Y1 � E 9 a�r y, r R � C E F y ` 1! j w 7 lTOW a llon alSO ` s h H k rW �� T o m k y � Of 3 sFP a � �„ � .v� � `ems•`F�x� :4.#F,�• � & $'. 4 ,�T "3 t 4' e.�N� � y Y e• �y it ®� /�'�.L Get C-':. �- _�� • � � � � SEWAGE SYSTEM DESIGN /1t� ' `• CALCULA77ONS SCDHS REF # C-20-0348 TOTAAL BUILDING AREA Si262 SF SURVEY OF PROPERTY NON MEDICAL OFFlCE-J80 sq./t. I 380sq./L x a06=22.8 GPD1sq.n FEB 16 207.1 N AT CUTCHOGUE 55 APARTMENT 477 sq./L x 2=954 sp.ft TOWN OF SOUTHOLD225 GPD fir,�' - GARAGE-281 sq./t.x 0.04= 11 GPD sq./t. ° 0" 0�t10a 9 - - SUFFOLK COUNTY, N.Y. o TOTAL GPD=259 GPD ,e"9 6 '�' 1000-97-03-02 259 GPD<JOO GPD '4'��p1 l,e 'g "s't, SCALE. 1=20' '1 '� NOVEMBER 1, 2012 LOT IS SINGLE AND SEPERATE PRIOR TO 1981; THEREFORE - P e 111*S� 4T�P ��O'M1 -'oQ 0'4 /� JULY 3. 201 27B 20R4(REVISIONS)TSURVEY) 7HE TOTAL DESIGN SEWER FLOW IS JOO GPD. rs`£,��� f°a / ems' 0.E°SS 0R�40�J F A fi MAY 6. 2014(REVISIONS) SEPDC TANK 265 X 2=530 CAL 2 DAY FLOW �11S5w'�tP� E� MAY 28. 2014(REVISIONS) PROVIDE 1 PRECAST SEPRC TANK 1200 GAL 4'LIQUID DEPTH rFo°J�� 1�•' pEo'4'� JULY 23. 2014(REVISIONS) LEACHING POOL 265 GPD=26511.5 sq./t.SW 177 sq.H. ` go��P� �.p"ds 6/r's ° �?� �z5 � - + AUG. 1 .NOV. 93 2015 ISO S)) PROVIDE 1 LEACHING POOL IWO X 12'DEEP \P�� �cAP oyy Doti S�°oSa MARCH. 4, 2016 (REVISIONS) SEP77C TANK AND LEACHING POOLS �° , Fy CO,yk' d�a�5J`' MARCH 14, 2201 (REVISIONS) 70 HAVE TRAFFIC BEARING COVERS `F'45 y '4' !� OCTOBER 6,2016 (REVISIONS) 9y�r FEBRUARY 2.2017(REVISIONS) EYJS71MG SEP77C SYSIEM TO BE FILLED 1N 70 �S y0, "F 60 �O, MARCH 1. 2017(REVISIONS) SCOHS SPECS WELL TO BE ABANDONED JULY 12, D'E� Os - ANUARY 9 1 20215' REAR )(HD COMM NTS) PARKING ~'Q �¢ FEBRUARY 2, 2021 (REAR SETBACK) SS p, PP'�6 d U' cS FEBRUARY 9, 2021 (PORCH SETBACK) APT-(2)SPACES OFFICE-4 SPACES (I SPACE/100 SF) Q __ \' S� to J66.IF-4 REQUIRED(6 SPACES PROVIDED) \ , 2,01i'��E TP 4�tv 6b PARKING PERTAINING TO BUSINESS IN REAR OF BUILDING �0M1° �_� P°Q• � �'m d° O IF 5�1 TRENCH DRAIN CAL CULA77ONS ,,, or r/ �� Pam" � 15 WIDE PAVEMENT=360 SO.FT. 4g P� J60x 0.6 x 0.17=J7 CU..FT. 10 aGy omfo m q PROVIDE(1)DW 60 x 2'DEEP '-vc,9� COMMERCIAL •; �`I� `` ' �, SEPTIC SYSTEM DETAIL RAIN RUNOFF CONTAINMENT. ti aS- tia ,paP r, �'F9 NOT TO SCALE BUILDING AND GARAGE 1262 S.F. O „_ %,4 tic? S FF EL.26.2' H me s s fo GRADE HEAVY DUTY L00MV0 ��_� s AND CAST IRON FRAME AND CAST IRON FRAMES 1262 X 1.0 X 0.17=216 CF. '% y I ° TRAFFIC REARING COKRS TO GRADE 216122.3-9.7 W. _ O Os w m' 4 C7 AT FACE nFasaE GRADE ' PROVIDE 2 DWs.60 X 5'DEEP tP �� N�S a .�R�(O, ;z e,,d- AT FACE OF auRnwc ¢.215• DRIVEWAY PARKING �yza ` / 4 S 2'OF CAsr mm 2sf24* r.reG TS' NASVNAR�HUM sL/eAXQ EXlFNONG MAX. 25' 4588 SF f. `�j, �0° 1I ffI , �f � rHROUGN FOUNDA77ON gyY.EL12 GRADE 24• of. 4568 X 1.0 X 0.17=779 C.F. 0 114'PER FOOT 2L7 ul ul ----- ! Y )0 B INCH 7RAF1C SLAG 779/422=18VF .0 o `' + R -, \� MwlA& rvrcH a' p. MM4'OGL PIPE MNUY P1TCHr 21.0' ®®!£ _ - PROVIDE 2 DWS 80 X 9'DP 9 t y ✓� .(i r $ � ALL PIPES TO aE ............... ._.. 4• M , WITH GRATE GO� C�` P 'P O NN.4'DU.PIPE ®1F DRAINAGE STRUCTURE TO HAVE �G' �"�` e� e '"'"• TRAFFIC BEARING COVERS ri �`A � o SOR-.IS PVC P� p N a ny 1' DB {+� �5;®��o m ?yam 300 UFO NO PUBLIC CAS SERVICE TO HOUSE 9l qs`.o O ," �o�t�\ Sit jv, y iS� c� Try, AREA n 712 SQ.FT. OF CONCRETE TO BE REMOVED f f J y � S � s a o 100 LOT COVERAGE C4t0 C�9 0 6 ; ° b�0 Q FRO!SEASrO AL HIGH"GROUNDWATER BUILDING-1262 IF yy �o^P �q� �`P P 4°$cf• I 1262110664=1L8X y LANDSCAPED AREA 4410 SF./10664=41x + a T.`$,a KEY a ym� m��s ,yo° • =PIPE P 2 ps " S56y FRAME BJ1W`NG ro e =MONUMENT ego P¢� ic, FINAL MAP �s jREVIEWED BYZBA ♦ = BUILDING LIGHT FIXTURE (PROPOSED) = 2" CALIPER TREE (RED MAPLE) (PROPOSED) �� SEE DECISION#21 E TEE) /15—/a io 2 ROWON CENTER H EVERGREENS - — = 3-4' HIGH BOXWOOD HEDGE = LINE OF HAYBALES & SILT FENCE TEST HOLE DATA BY McDONALD GEOSCIENCE FEMA FLOOD ZONE X 7/5/13 OF NZ ELEVATIONS REFERENCED TO AN ASSUMED DATUM - 3'BROWN SILTY SAND sM ' ,C). r The location of Wells, Cesspools &public water shown hereon are PALE BROWN FINE TO MEDIUM SAND SP �- MARK K.SCHWARTZ.AIA ARCHITECT from field observations and or from data obtained from others. / P.O.BOX 933 ANY ALTERATION OR ADD1770M TO THIS SURVEY IS A WOLARON CUTCHOGUE N.Y. 11935 ,S G;..�"'�'�"'. =� IN,YS LTC, Na 49618 OF EC770N 7209OF THE NEW YORK STA IE EDU(:AIION LAW. \ 17' d 022J39 PECONJG•SURVEyO S P.C. HEREON AS PER D F ON HIS MA UBD D ON 2.ALL CE F ONLY IF NO WATER ENCOUNTERED 6-31 -476�502fr AX 631 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ( ). �. ( ) SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=10,664 SO. FT. P.O. BOx!'so9-' WHOSE SIGNATURE APPEARS HEREON. SOUn-IOAVEL R 1197E STREET 12-274 MAP OF ADJACENT SETBACKS �-c.� A T CUTCHOG UE r^� TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-97-03-02 SCALE. 1'=50' JUNE 06, 2017 ti cp OB-GOBG2MNO \ °vN. Qom° 6 �'-'• o jF ,\°O GAF Jt�I C\ - G O s 1 `\ FNDTN. / BLDG. 6 so O Q tdr:z, r aia t. P,rf ' - - --NO. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON PECON/C _ , P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 12-274 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 SEWAGE SYSTEM DESIGN CALCULA77ONS SCDHS REF # C-20-0348 TOTAL AREA = 10,644 TOTAL BUILDING AREA s 1262 SF SURVEY OF PROPERTY NON MEDICAL OFFICE-380 sq.ft. FEB 1 s PUZt N AT CUTCHOGUE - 380sq.M x 0.06=228 GPD/sq ft. APARTMENT 477 sq.fL x 2=954 sq.R. C40 TOWN OF SOUTHOLD G 225 GPD o£ ,1� .� '. -- - - SUFFOLK COUNTY,GARAGE-281 sq./L x 0.04= 11 GPD sq.ft. �O 90 9� .� , N.Y. TOTAL GPD=259 GPD �,�`y "'� 1000-97-03-02 259 GPD<300 GPD �'��9 r 0 9 '�G�if SCALE. 1=20' 12 LOT IS SINGLE AND SEPERATE PRIOR 70 1981; THEREFOR& 0 $1 �7�4aPQ �� JULY NO3. 2VEMB013 BOARD O�HEALTH SURVEY) THE TOTAL D£57GN SEWER FLOW IS J00 GPD. 4txt R+ p���t �yl a0� N MARCH 27, 2014(REVISIONS) P�44•6 9RF 0 ^Q� � MAY 6, 2014(REVISIONS) SEPTIC TANK 265 X 2-530 GAL 2 DAY FLOW 11'�`Es�1pP 7 d .1. ) PROVIDE 1 PRECAST SEP77C TANK 1200 GAL 4'UDU1D DEPTH E 4W `e,R'" MAY 26, 2014(REVISIONS) tD ^p � 6� ,,�,o�o JULY 23, 2014(REVISIONS) LEACHING POOL 265 GPD=26511.5 sq.N. SW 177 Sq.& Q0 �. yc?�' aP't Qua'a,g�QfA - ¢ ' AUG. 13. 2015(REVISIONS) NOV. 9, 2015(ADDITIONS) PROVIDE 1 LEACHING POOL 1010 X 12'DEEP �•H' app o �aG to4,o MARCH. 4,2016 REVISIONS SEPTIC TANK AND LEACHING POOLS �° „ Fy�o y�' EflS ' MARCH 14, 2016 (REVISIONS) •n' 2 �� lP o OCTOBER 6,2016(REVISIONS) la HAVE TRAFFIC BEARING COVERS sysPA P.^y a, FEBRUARY 2, 2017(REVISIONS) EXISTING SEPTIC SYSTEM 70 BE FILLED 1N TO popGDO, w �" �" �6% MARCH 1, 2017 (REVISIONS) S(bNS SPECS WELL ro BE ABANDONED q� 6.,j •04:, �o4� Q.% O' JULY 12. 2017(75' REAR SETBACK) b �7 J d 4 JANUARY 5, 2021 (HD COMMENTS) PARKING qh° 4 ,5 P% FEBRUARY 2, 2021 (REAR SETBACK) fit+ b Re J �> >o d�• T�o``` FEBRUARY 9, 2021 (PORCH SETBACK) APT(2)SPACES v E : g� \/ �o 06 1yfO OFFICE-4 SPACES +. �° ® (,d•*'�; y1aat� o� (1 SPACE/100 SF) '� • to J86.SF=4 REQUIRED(6 SPACES PROVIDED) \ -\ Pp PARKING PERTAINING TO BUSINESS/N REAR OF BUILDING ; ® m. Nam.zjl ` m'0q REOi c S 5� �'z sQ y�P gt fP 7RENCH DRAIN CALCULA77ONS o 'Sere f5 WIDE PAVEMENT=J60 SOFT. 00 \�%��••�, Ys,, u 360x6xOf7=37CU.FT. N Ry gmc" t`- R�3- �tio:�'- PROVIDE(7)DW 6'0 x 2'DEEP Sty' A>!b zo% - 0. • 09 z(-. i,�" 9C,2F COMMERCIAL SEPTIC SYSTEM DETAIL RAIN RUNOFF CONTAINMENT 2 a° �� ea, J �9 NOT To SCALE BUILDING AND GARAGE 1262 S.F. O y �3 '�• s �� HEAVY DUTY LOCAWG 1262 X 1.0 X 0.17-216 C.F. ,t\ Q), ' {o`� /' 'L°' �� F.F.EL 2G2' TRAFFIC BEARING CDVERS TD GRADE HEAVY DUTY LDCxwG 216122.3-9.7 W. V i J Cm II ° AND CASr 1RLW fAAMES TRAFFICCA T 4WNG FRAMECOVERS TO GRADE $ �f •\_� J / AND CAST lRQY FRAMES t' CLEANOUT RNISIED GRADE PROVIDE 2 DWs.60 X 5'DEEP ,tP� 5. N�.�l t `�G .L 100 AT FACE OF BUILDING fL.TSS' DRIVEWAY PARKING y `P$q rD° ^ l 2'o.`GAsi IRON T21�7 ! z4' MAsoNAR,anev£rs z'MAX 458E SF �L,�, `0. ,I f g t,`_A, J� EXTENDING .. 25'ti t 04 , 1HROUCH FWNDARON 8 INCH 7RARG 52A8 Tp 24• T'YAx 4588 X 1.0 X 0.17- 779 C.F. ` t>� ,i Q•� ? 1/{•PER F .1D Ml! mnoE -- a wal mAnc sue 779/422=fBVF •oYo �y $ 3I & R pY 1fW/N'M PITO2L2pma?FOO INV.EL ®®001z� Z v, 4 MN.{'DIA PIPE Y�NMUY PITaI 2L0' ®®{E PROVIDE 2 DWS 80 X 9'DP < SIP aG R p eo ___ UIN4'DIA.PIPE ®IF WITH GRATE E'y i uy�` �5 P4 ' �. ALL PIPES To e4- M DRAINAGE STRUCTURE 7b HAVE �c v ��� o� 0 SDR-a5 PVc #�^ TRAFFIC BEARING COVERS rrD 9`°,po l-- a°' �J�ii, ,7oa SF.r P ° SbAA) \r. MINIMUM Ei zo' NO PUBLIC GAS SERVICE TO HOUSE 9l m $Q/, gQ.o'�CA\ tl&ss°k11��; S m� `{IJ �W'�- 712 SOFT. OF CONCRETE TD BE REMOVED fyy '°t �G ` 0, ° c d LOT COVERAGE o 0 1�g 3 FOOT MIN.SEPERAnDN �eZ c 0 Py� �O 0 b Q FROM SEASONAL HIGH LRWNOWATER BUILDING-1262 SF. y m$ YPy¢ `P Q,eF• a��oc. 1262110664=71.8X 9 7V11mLANDSCAPED AREA :�• QZ +� ¢ fd 6 KEY 0 2mP ! W. • =PIPE yiT� S56y Fap11E BV1�1NG FINAL Pl9AP PJ =MONUMENTgm„O QQc, �ZG, • = BUILDING LIGHT FIXTURE (PROPOSED) °P$p>c� 'h� !REVIEWED BYZBA = 2" CALIPER TREE (RED MAPLE) (PROPOSED) `��j SEE DECISION#_IDL ' ®R10' ON CENTER H EVERGREENS [7— = 3-4' HIGH BOXWOOD HEDGE -- - -- ICL�LLLIYU = LINE OF HAYBALES & SILT FENCE TEST HOLE DATA BY McDONALD GEOSCIENCE FEMA FLOOD ZONE X 7/5,113 .OFta�t,, BROWN SILTY SAND SM ELEVATIONS REFERENCED TO AN ASSUMED DATUM _ 3' The location of wells, cesspools &public wafer shown hereon are PALE BROWN FINE TO MEDIUM SAND SP �'• ^l'from field observations and or from data obtained from others. MARK K. SCHWARIZ,AlA ARCHITECTP.D.BOX 973 ANY ALTERATION OR ADD1770M TO 7HIS SURVEY IS A VIOLATION CUTCHOGUE,N.Y. 11935 G;�.�•'"�9_Y, = N.YS. LTC. NO 49618 OF SECTION 7209OF THE NEW YORK S7A7E EDUCA770N LAW. d 022339 EXCEPT AS PER SECTION 7209-SUBDIW-VCN 2 ALL CLR77F7CA770NS 17 - PECONIC,SURVEYORS, P.C. " NO WATER ENCOUNTERED (6°31�Z7.65=,o9502&�AX(631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES F ONLY IF AREA=10,664 SO, FT. P.O. Sox�'s � SAID MAP OR COPIES BEAR THE IMPRESSED SEALL O OF F THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 12-274 SEWAGE SYSTEM DESIGN CALCULATIONS SCDHS REF # CIO-14-0002 TOTAL AREA = 10,644 SF TOTAL BUILDING AREA = 1262 SF „ SURVEY OF PROPERTY NON MEDICAL OFFICE-380 Bq.ft. f AT CUTCHOGUE _ J80sq.ft. x 0.06=229 GPD/sq.ft. ��e a7CA ,,eIC oFrrYZ&Q�Z V .fir s ,� s TOWN OF SO UTHOLD APARTMENT 477 sq.R. x 2- 954 Sq.ft. ILlO =225 GPD y"O SLtf L0CAr9P r��' aF�A?Op�/ZT)�j GARAGE-281 sq.R.x 0.08= n GPD sq.N. co,y yeecr u.c V,NrctEs.4/L,E/22,1W172, 9d„< y SUFFOLK COUNTY, N.Y. TOTAL GPD-265 GPD vA 7T/��01401NG � �� 1000-97-03-02 265 GPD=JOG GPD �ifR')C /N�jt°oA/T ,� m f 0 y Q l � ft�ff G, �. SCALE. 1=20' /�z0/7 1 yP��J�4 1}a .� NOVEMBER 1, 2012 JULY 3, 2013(BOARD OF HEALTH SURVEY) SEP77C TANK 265 X 2=530 GAL 2 DAY FLOW ,1 , '`a� f� plJl / Ap2ti MARCH 27. 2014(REVISIONS) PROVIDE 1 PRECAST SEP77C TANK 1200 CAL 4'LIQUID DEPTH pN ss!rloo F� �G, MAY 6, 2014(REVISIONS) kxl DW- 0 (4 �, ���tt�' � ` MAY 28, 2014(REVISIONS) LEACHING POOL 265 GPD=26517.5 sq.ft.SW 177 sq.ft. F�J 10,' of• aF JULY 23, 2014(REVISIONS) PROVIDE 1 LEACHING POOL f0'0 X 12'DEEP o P9 dt 6j1 f �:yffq. AUG. 13, 2015(REVISIONS) SEP77C TANK AND LEACHING POOLS SO vc'4 R� P�JuJ 9J i NOV.9,2015(ADDITIONS) MARCH. 4, 2016 REVISIONS TO HAVE TRAFFIC BEARING COVERS 2� eti ec o0 MATCHER 6, 2016 (REVISIONS) mod• v�+ q°°zfb C!'0�s�'� MARCH 14, 2201 REVISIONS) ENS77NG SEP71C SYSTEM TO BE FEBRUARY 2,2017(REVISIONS) FILLED 1N 7D SCOHS. SPECS �Q' p, 91 2 vp% Ir THE UNDER$IGIVPD�PUP-SUANTTOSOLT 11OLDTmN CODS SECRON MARCH 1, 2017(REVISIONS) WELL TO BE ABANDONED M1�; ��y• % \�`� So�Na Ott M'•Ito��L�Y.L'Ft ..E GFSIN Tt�jt)THECTODMONS7'OVALDATFDL tFR AKFACtF1'fPA(SEECO�Uf110.YSONRESOUMO.H}PARKINGcp6 df§aPr-(2)saacEs s E yr ✓ a °f' '� '/' �� G17 ��OFFICE-4 SPACES .�/� ..lL��• � . 7TFLE DATE(I SPACE/i00 SF) Q � '386.SF=4 REOUIRm(6 SPACES PROhDED) \ q ,y �o PJ PPKovEDBv Q PARKING PERTAINING TO BUSINESS 1N REAR OF BUILDING yf 1 0 ' p• ��NqF• ``•,, 4� a4D,� r� TO�� S`i1L7Hgr3iN•AN•�'�iG COMM TeCII Z C�ioP� l•.JDnala,GQJ. TRENCH DRAIN CALCULATIONS °� ° $ �� q t10 E o r,t•.�lt1_t A`,\`.:..A-L RE N ?a � 1\•,:fie• , TL RGZ %ff .•. _ DATE 15 WIDE PAVEN£NT=360 SO.fT. G M p'�2n to 0, '� •4H•��f�` '�� NOTE*The apppraM site dtivk pmeat plan tbfl be ve8d tnr a perbd of ef�htera(1!� J60 x a6 x 0.f7-J7 CU.FT 10 ps n�` 1 •,°-1 O tr•!�N''t L-am tha dote ofa PRO VIDE(1)DW 6.0 x 2'DEEP tf s I+, p"n°nlul'Q code seatlen 2�?132A. �> �a °'�N° '��,y �9yF COMMERCIAL T.-Ge; SEPTIC SYSTEM DETAIL ap Z $ NOT TO SCALE RAIN RUNOFF CONTAINMENT O m•fj i M1 ' \,0• F.F.EL 2B2' HAFRC BEARING S/D GRADE HEAVY DUTY LOCKING BUILDING AND GARAGE f262 S.F. q, °� TRAFFIC BEARING COVERS TO GRADE 1262 X 1.0 X 0.17=216 C.F. '^ `L = is ° L AND casr IRON FRAMES 2I6/22.J=9.7 VF rr 52• Os %, o.., A o 'o• 9` Z AND CAST IRON FRAMES PROVIDE 2 DWs. 60 X 5'DEEP O� .�{: 4,y n AT FACE FunsNEe GRADE ry�l t. .1 q F,11 O(1. •3_ BT 2'FACE T IRON EL 7J.5• S��Q.• � �n 2'OF CAST IRON - 25 24" 1 uw. 2s" MASONARY CNwNEK 2' DRIVEWAY PARKING y ,y ft'f,'%", 1 ° EXTENDING — A's.v_ •< TO d f 7HR000TI FOUNDATION TO L4" 2'. 458E SF !� ,n \°. 1�,('.i i f" '`-./ a� INVEL B 12 GRADE W. 4568 X 1.0 X 0.17= 779 C.F. I,•tV 5•(O I. ;I;I• F ? 1/4•PER FOOT 21.7 10 lNV. ----- R WCH 1RAFIC SLAB 779142.2= 7BVF •00 •9 \ q, $� ,',9A� _....___ QED�.t �• MINfNUN PITON B• 2f.2' INV.E ]�.�li-]]Cd��i7_i G LT n. "!• v.i: .••':.. M/N.4"DIA PIPE Ir8"PER FOOT ' PROVIDE 2 DWS 80 X 9'DP �G 9 RG,j I! 'a P �j, MWIMUM P17CH 21.0' 2 WTH GRATE °Z N� `"" •, % ALL PIPES TO BE $min MINA"CIA.PIPE JR.7 Li = DRAINAGE STRUCTURE TO HAVE �O' 'r r5% •L SDR-35 PVC TRAFFIC BEARING COVERS �p+Ap e y ?o 'gfbQPO _ \q moo �yo ufOivrMuu p NO PUBLIC GAS SERVICE TO HOUSE �� `kq�, joy�gCT\\\ tl&�y 1y�j1 ape• m,�. AREA L F �L?o d <aJ O' gy •t',� n IG:i W �y .-'11::` 712 SQ.FT OF CONCRETE TO BE REMOVED y �A @, \ ea s��:; IGO RAnON LOT COVERAGE Co, G h!I•• J FOOT MIN.HfGH GROUNDWATER y „^• 0 ,- 6 ♦� �.jlll FROM SEASONAL MGH GRWNOWAIER <L hr BUILDING-1262 SF. �•y n 'gym `P p/ Q3f' �J{Bcf, .liil l262/f0664= 11.8X y 9 N - cC'�' N� �� 'P _ LANDSCAPED AREA d I�;li'!II.••I i I I :._. 4410 SF./f0664=41X f t� f7"1°� 6N• .. I-'`;;^.-.+r.:.'i!li= p y1 r a%yp� m '0 `LOD KEY $ 5y6� F(tPNE �7�1NG • =PIPE Z tS 0 ■ =MONUMENT ♦ = BUILDING LIGHT FIXTURE (PROPOSED) + = 2" CALIPER TREE (RED MAPLE) (PROPOSED) 2 RO ON CENTER H EVERGREENS (�7� = 3-4' HIGH BOXWOOD HEDGE = LINE OF HAYBALES & SILT FENCE TEST HOLE DATA BY McDONALD GEOSCIENCE 7/5/13 FEMA FLOOD ZONE X BROWN SILTY SAND SM ELEVATIONS REFERENCED TO AN ASSUMED DATUM _ 3 0�P\h 1.1TCTZ Obi 1 The location Of Wells, cesspools &public water shown hereon are PALE BROWN FINE TO MEDIUM SAND SP from field Observations and or from data obtained from Others. MARK K. SCHWARTZ. AIA ARCH17ECT i P.O.BOX 933 Gt •,� ANY ALTERATION OR ADD17ION TO THIS SURVEY 15 A WOLA770M CUTCHOGU& N.Y. 11935 .Y.S. LIC. NO. 49678 --OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 77, 1022539 ��; �GONIC/,SU YOR$, P.C. EXCEPT AS PER SECTION 7209-SUBDIWSION 2.ALL CERTIF7CA77ONS `., HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF NO WATER ENCOUNTERED �+ 6,.t)rJ65; 5020 FAX(631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=10t664 SO. Fr, .�.-80�909 WHOSE SIGNATURE APPEARS HEREON. SOU7EfOAVEL R STREE 1197E T 12-274 SEWAGE SYSTEM DESIGN CAL CULA77ONS SCDHS REF # CIO-14-0002 TOTAL AREA = 10,644 SF SURVEY OF PROPERTY TOTAL BUILDING AREA = 1262 SF NON MEDICAL OFFICE-380 sq.ft. AT CUTCHOGUE _ J80sq.ft.x 0.06=22.8 GPO/sq.ft. =PARS EN 477 5q.n.x 2-954 sq.ft. L D� ��� af:�RaOEl2Tyj �� TOWN OF SO UTHOLD GARAGE-2815q.ft. x 0.08= 17 GPD sq.ft. O QM7y�e�,r1 V�N�GEs/l/lE p�Rr1iTT�o J' prs��p 9t�t``� 9� 5UFFOLK COUNTY, N.Y. TOTAL GPD=265 GPD P�,�/£ �N F/�aNT of ,BU� 5 1000-97-03-02 265 GPD=J00 GPD '� SCALE. 1=20' y�Q ����L O/7 1yJJJ NOVEMBER 1, 2012 J� JULY 3, 2013(BOARD OF HEALTH SURVEY) SEP77C TANK 265 X 2-5JO CAL 2 DAY FLOW JTs`�W5;,,,{�J 0), "• �••oedf. p'L�' MARCH 27, 2014(REVISIONS) PROVIDE I PRECAST SEP77C TANK 1200 GAL 4'LIQUID DEPIH gd;W-t5, 0 Q t. MAY 6, 2014(REVISIONS) L11 5�t J 1c}'' �1• �g "`u�I'- MAY 28. 2014 (REVISIONS) LEACHING POOL 265 GPD-26511.5 sq.ft. SW 177 sq fl. �•`DJv7tt SN `✓ 10,• ce• +P�`• '�•• JULY 23. 2014(REVISIONS) PROVIDE 1 LEACHING POOL 1010 X 12'DEEP o�4P4GY'���fi 6�Jt �q,T1p�pt4 � •cyJ NOV. 13, 2015015((REVISONS)) SEP71C TANK AND LEACHING POOLS ¢ �c �. TO HAVE TRAFFIC BEARING COVERS e de o-$ 0% JG.�O�" MARCH. 4, 2016(REVISIONS) 0 Si, 51` MARCH 14, 2016(REVISIONS) to,�= %P. OCTOB R 6. 2016 2, 2017(REVISIONS) EXIS77NG SEP77C SYSTEM TO BE ) v ( ° yo• �• " MARCH 1, 2017 REVISIONS FILLED IN TO SCDHS.SPECS 4 h0• ins$ T� �l( ) WELL TO BE ABANDONED �Uj_�.•� d PARKING �'�•",.Qe.�G �'� 'S• � ��, � APT-(2)SPACES VE .+9 "•® 1% i.�✓ 2GOFFICE- 4 SPACES [��PRO Ej (1 SPACE-4 SF) •o ; Pfannti.Dld 386. SF=4 REOUIRID(6 SPACES PRONDEO) \ T• f,__• )COar PARKING PERTAINING 70 BUSINESS IN REAR OF BUILDING N, Ngf• I R0. �f f �dt. L •\ S 0 0 TRENCH DRAIN CALCULATIONS tea. d� 2 PZAO""ptSz" o Cfn� �P � �, gSLe O 15 WOE PAVEMENT=J60 SO.FT. n rd�y a t°e Q�',` ;N\ � Nd . J60 x 0.6 x 0.17-J7 CU.FT. �� �O PROVIDE(1)DW 610 x 2'DEEP GSi. V, 0% �Q•� 9 l� 'PQPG %yN TAN 'C�� COMMERCIAL \1 y G t+ d a 9 •o `os ,off ti� SEPTIC SYSTEM DETAIL RAIN RUNOFF CONTAINMENT. ti '�• tia _ �' �� �9 NOT TO SCALE O_ "-` d y'P F.F.EL 26.2' HEAVY DUTY LOCKING HEAVY DUTY LOCKING BUILDING AND GARAGE 1262 S.F. '� tiG?. : �. ,$ TRAmG BEARING COVERS TO GRADE 7262 X 1.0 X 0.17=216 C.F. •� FL I ° TRAmc BEARING COVERS To GRADE ,�.£�t7. `J' .a•,� �$ av0 casr IRW FRAMES AND CAST IRON FRAMES 216122.3= 9.7 W. �O O' 't' o °4, o CT c7EANWr aNlSHm CRAVE PROVIDE 2 DWs. 60 X 5'DEEP N� '®` Jul t, I 'N a 10Ry.. ,*d `� eP AT FACE OF BUILDING EL.2.15' DRIVEWAY PARKING "o�, p'•( ,L„'}.'t, °� 2'OF CAST IRON 2.MI 24" 1 May. 24' NA58NAR� 1MNE"RArSLAD 1 .14_''•ry.' vv'' EXTENDING MF.v_ _ 25' DRIVEWAY SF N 1°'d °•11 fs ` 1 ! THROUGH FWNDA77ON 6' 12 GRADE L4' CHM'ix 4588 X 1.0 X 0.17= 779 C.F. ,. '�g'V .';I.111;I.: � 1/4-PER FOOT J2r.7 B. 70 INV.E B INCH TRAnc scae 779142.2- 18VF "Gr �y 3' .. t:. ;' -. .---- QfL P\� �. MINIMUM Pnal 2L2' INY.EL. 1,;Z U.-t,:_u PROVIDE 2 DWS 80 X 9'DP G n .I a YM.4'DIA PIPE MINI PER FOor J B y $�j, I ; :'' pZ4 MINIMUM PRCH Zi.O' .7 GJ�:J WITH GRATE Gory •D� 9� ALL PIPES TO BE 4 in M/N.4'DIA.PIPE _ DRAINAGE STRUCTURE TO HAVE 9c raQy y SDR-35 PVC TRAFFIC BEARING COVERS �� Y•� '\ ��A �i"�'o. P� 4•'0 o i % q.;P i \i" N �yD 300 S.F. 1,1 m '•.=, o'A s�1b�90 MINIMUM y H�• t'1• O,�14;. O SIDE WALL NO PUBLIC GAS SERVICE TO HOUSE 9l b9�T�� tl�ti _°_% 4• o,•\ AREA l� POR 'd �j ` U• /. iy II'IT N W 712 SQ.FT. OF CONCRETE TO BE REMOVED II o Tom O� �£5), OO, c, b II III3 3 FOOT MIN.SEPERA77ON fir= LOT COVERAGE 9yo s ° 6 �5 0 , FROM SEASONAL HIGH CRWNOWATFR _ BUILDING-1262 S.F. y c 1262110664= II.BX T � N - �. V, %4 P1��,cp tip !:il,.�:j •1 i__";%'i:: LANDSCAPED AREA .afil- 4410 S.F./f0664 II 41X KEY • =PIPE �. Sh6 FRPM�gV1191N0 c�+, ■ =MONUMENT 'b_yq� • = BUILDING LIGHT FIXTURE (PROPOSED) S �• = 2" CALIPER TREE (RED MAPLE) (PROPOSED) 0 0 iD 2 RO ON CENTER H EVERGREENS 3-4' HIGH BOXWOOD HEDGE = LINE OF HAYBALES & SILT FENCE TEST HOLE DATA BY McDONALD GEOSCIENCE FEMA FLOOD ZONE X 7/5/13 ELEVATIONS REFERENCED TO AN ASSUMED DATUM - 3'BROWN SILTY SAND sM The location Of wells, cesspools &public water shown hereon are PALE BROWN FINE TO MEDIUM SAND SP Ge from field observations and or from data obtained from Others. MARK K. SCHWAR7Z,AIA ARCH17ECT P.O BOX 933 ` t} ANY AL7FRA770N OR ADD177ON TO THIS SURVEY 15 A WOLA770M CUTCHOGUE, N.Y. 11935 r .Y.S. LIC. NO. 49618 OF 5EC77ON 72090F THE NEW YORK STA7E£DUCADON LAW. d 022339 � EGONlCfSU YOBS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERRnCA77ONS 17 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF NO WATER ENCOUNTERED C>{.631)r:765 5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR AREA=10,664 SO. FT. _ :.o:-ao�t 9D9 WHOSE SIGNATURE APPEARS HEREON. 1230 SOU7N R D,EN.R 1is i T 12-274 SEWAGE SYSTEM DESIGN CAL CULA 77ONS TOTAL AM — 10,644 SF - SCDM REF # C-20-0348 TOTAL &ADW AREA = 1262 -W .. SURVEY OF MEDCAc _ ,¢ .yur r. ;k: : : a=: •:C�S PROPERTY NOMV lX7�7CF J80 R ter.., /�4R +.1f"f,�� .3iiS�irjr4,4��'��ii..li. � .�- AT C7ITCHOGUE xQ06 = 228GPD APA.47MENT 477 sq�.R x 2 = 954 s¢R 'c¢ y� - 22s ` TOVN OF SOUTHOLD GARAGE - 281 sqi R x Q 04 = 11 GF� s¢R A N$ t TOTAL GPO - 259 GPD .� S i�1 FFOLK COUNTY ,� _. 259 GM .30o GPD N. Y. �' 1000-97-03—W LOT 6 S1NlXF AJrD SEPE7?A7E PRlrn 7D 1981; TND4EFCIRJ~ v1 -00 aSCA. .' 1'—,2(�' 7ffE 707AC s stow IS.3av 1 fi idt X 2 = 5 a / NO 1, 2012 t f�' `' JULY 3, 2C13 (BCARD OF HEALTH sLR" SEPTIC TANK 265 30 GAL 2 DAY FLOW ' } MARCH 27. 2014 (REMS:04S) PROVVE 1 PRECAST SEPTIC TANK 1200 GAL 4'LIQr!!D OEPJH s 1�� ► 4!AY S. 2014 (RLMSICNS) 0 rp. y `dy MAY 28. 2014 (RE4RSICNS) Q I .Jt.`LY 23. 204t (RE'.'ISI':.F1S) LEAt21l7VC POOL 265 GPD = 265/�!5 s+�R SW 177 q R T`O .�*� �,*T'v��' � , j- cam)"' A,;G. 13. 2015 (REMSIONS) F'ROVlDE 1 LEAC�G P00L 1D'/ x 12'DEEP �„� �Q� "' �� �.� . t ...� NC',/. s. 2025 (Acar.-Ns) SEPTIC TANK AND LEAQFIING papas �ti n $ RE47SICh5 VE TO HA TRAFFIC BL"ARM COWS MARCF?. 4. 2015 MARCH 14. 2016 ((REV SlONSl SUSIM • �` >y�► la`s , , s E�IISIONS) � CCTOBER 5. 2016 (R ►FELL TOTO 8£ABANDAA�ED ► V� FEBRUARY 2, 20'7 (REVS'ONS) S � ,yam- '� MARCH 1. 2017 (REVlSONS) O ^� PARKING > O< &LY 12. 2M7 (75' PEAR SMACK) ,. ,► t. § JANUARY 5, 2021 (F{c CCVVIENTS) APT-(2) SPACES �'`+6 �► r c ' �d OIFFICE - 4 SPACES (1 SPAC."00 57) 38& SF = 4 RFOUIRED (6 SPACES P140V1DED) _ PARMG PERTAINING 7O BV !N RFAR OF 8UI MG , �.�` °�E � � {5 ` p �I *w TRENCH DRAIN CALCULA77ONS 13 WE PAVDIIENT= 360 SQFT. 360xaexQ17 = 37cu..FT. PFrovroE (1) Dw s'i x 2' DEEP � � � Sb ;. 1 % - ' St . ` 9C I COMMERCIAL RAIN RUNOFF" CONTAINMENT.• '� , � r :� 3 �� SEP77C SYSTEM DETAIL Z �a NOT TO SCALE BUILDING AND GARAGE 1262 S.F p `� 4. �f �,�', � 1262 X 1.0 X a17 - 276 C.F. ,n c c: �, ' �, :a3,,+!;,.. d �� S : C , #!a,1 + '� F.F. EL ?!i2' AYY DULY tOCX1lY 216/723 = W& VF. j' ' 4 j ,� ;R sac ro r� WAW COMM BEARWO Ia c�a,� �s ``f'• � i! +} '.a_i ,� y 1AP0 CUT:RW 7RAFF7r; PROVIDE 2 Di1'sc 6f X 5' DEEP �y n Avowwr A14V CAST WON FRAMES DRIVEWAY PARKING e t- �!` fI ;t �,3 �.d, AT F�of acre^.etc FOWs90En GRADE EL 21�v 4.588 SF CAST srdv 2s 24- 1 24' +vAsaw�utr s 2'MAX 45M x 7.0 x a17 = 779 aF a` z� .e� ., ��+' ���;�;:►�'E�. .��" � �� � � -,�x�r ar�a�-r�,r EXTM� ARr .r zs 1 779 } ; �,•' t I} ,JZ;: f2 8 *GAF, IV , /22 fBVF X !�� ! T ! 2t7 PROVIDE 2 DWS 9' DP Gm n '' , i,!! - .� t PrI04 8' ~+vr - - -_ �._s IPA _ •� , WITH GRATE ��n ��J R i , +r 4 ua 4--►A. POPE t Fro ear l DRAINAGE STRt1C1URE TO HAVE �,� -�; � '�` i!14 "cb , P11c7V 21.0' TRAFFIC BEARAIIG COVERS �� ..s ,fit e' ALL L '0 4- iR1VC4 ax Pp - L= NO PUBLIC J `\�� ^�-'� a `A = 9 ;'' n CAS SERVICE TD HOUSE s ' ` 3170 SF. ► z ?\. ro $ 772 .Ty r f. O ,?f •r\\ t �� �� � �L� SCE WALL •y O • CONd1ETE TO BE RElIIOVED � ,�c� d o \ �yAFMA r1 s xi a LOT COVERAGE' �� �� qk g c' - BUXDM-1262 &F. � ��`c� �Q �� 6 �� $ � #A.�'�'��' '��`�� �$����^3 ��A C � ±'±l�� �/�..J�F�DAaSTy1���t S�EapERA�T�x>�N��� !1f 1262 = y �, tP ^ q`r .�`� T� TP y "�** ! s „".: s� r p —1 nWV S. RML f.AM V?M*C l/A7M LANDSCAPED ANDSCA ED ��j xy[}tn .tI !ti -I'C-' �3 I.�'^4E tom. �n A` 4 E.«,a r...� AREA �� Z^V -11 ¢ � � �'..:ad i.fw�'�d 4', a3 4 -i.+x.9 .lE. 'ea a:..a:.§„'e.r 4410 SF.%10664 - 41x #€? -F yr --WRIMAch- KEY �,.. ��$ •� a ,,. =Q� E 1a �6+ c -g`L "" t- .;^ fi. �. -� g y Suffo.k t}'N .t Of HP-0th ni s P c :s_ �, ri ..t.,,..,. Arproval Cca:n Se s 1 ro ' --� "�""'"` S>a�-+ ?i fc: Cvwbvctic'n-Other Th.m Sine Family ® =MONUVENT '> -� 1,.E {►' "':`' 1 < s - .. a tit Reference No- ' -y.It? 7 . <<y , r*., ^.SAW ;.j ,+ = BUILDING LIGHT FIXTURE (PROPOSED) � ,� e�' T � Lse{6} 40t= 2" CAL`P D !VIA I �,--�_���.�I Y�r.� �- F _.- ER TREE (RE PLE) (PROPOSED) The."♦ F 1I::E��+ *,- -« �.��! 1 e3.2untr^r rt— r$ fp. z t .i^•` '_Z x•-••SET 10 1S OF 5 HIGH EVERGREENS 10 ON CENTER -�Zt�r`•ya.�-n's£ga= ' WCOD FEDGE �:rps 3.year�m the ape 7ral dates t:nlf .ex#Mm&d or reaeared. = ftegw �►'r�' LINE E OF HAYBALES & SILT FENCE r�R-s� TEST HOLE DA TA ; a BY McDONALD GEOSCIENCE I. .,r .. -+ ► 7/5/i3 ' :'f ° AMA FLOOD ZONE X -� � �� ELEVATIONS REFERENCED TO AN ASSUUED DATUM I31t ffl stLTY SkNO 511 The location of wellsy cesspools CIA public water shown hereon ore rM from fled obsermtions and or from data obtained from others PALE BRM Fm TO u0W SANS Sp ._ ANY AL7ERA770V OR ADD/Tlal► MARK =SYr1�4i r ° 7D 7tt1S SURI+FY JS A V10rA710N P.a Box gm OF SEC770N 7209QP THE NEW YORK STA7F EDUCATION LAW CUTL7IOGIIE; N.Y. 11935 - 807R T' P� SEC770w 72o9-sueDlvlslM 2 ALL CER7W7CA71QNS 17 UG Na 49618 MfREOMI ARE VALID f27Y? 7HI'S MAP AND COPIES 7HER£QF'ANLY IF NO WATER D+iCOUN7ER£D #022M9 PEcctNiC.S'URVEYf�RS,.P.a SAID MP R �oPlES eE•i�R 7HF� SrAt F PRES 7t/E�ER (631,��76�502t�:fAX�(631) 765-1797 S70VAnAF APPEARS h"rCM AREA ZO,SG4 SCE. FT. p o. 80x 9�t_ 12M T7MVEZfR SIREE,- SOUTHOM fr.Y. 11971 12 274 S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S):2 �Y O� U.P. ��• 'rL' aG� 11 56 oc� o,. U.P. A. LAND N/F TO OF GHOST TOWN LLC cr I . a� �1 �6 k�A F � Z� O b� LAND N/F •`ss ::.�� ;: ::: OF PIPE ".E�'�P� ALEXANDRA & JOSEPH MACARI o 'fn 6k 6 :� DEC 2 0 2021 :?:", BPR: : : :::::::::::. PIPE ............FRM::::::; .....:...........:•::.::.... `.: `::: ::. LAND N/F BUILDING DEPT. OF TOWN OF SOUTHOLD ;: . .`: ::.`::`:: :. :.:::. GHOST TOWN LLC 6+. 58'). .:..... .. �:.A 00� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ya LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,663.85 SQ.FT. or 0.24 ACRES ELEVA77ON DATUM.- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A IWOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ELIGIO LOPEZ; MAP OF: FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 22 „—2 2 SCALE: I =20 DATE: DEC. 10, 2021 PHONE (631)298-1588 FAX (631) 298-1588N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy as Kenneth M. Roychuk 91-Ud1n1U VIRIF11 S.C.T.M. NO. DISTRICT. 1000 SECTION: 97 BLOCK: 3 LOT(S):2 APR 2 9 2024 SUFFOLK CO. HEALTH SERVICES #C-20-0348 OFFICE OF WASTEWAT R MGMT, O� U.P. SUFFOLK C UO IVTY DEPARTMENT OF EALTH SER ICES 0 � . . . �. J��� Grp• �� c� � APPROVAL OF CONSTRUCTED WORKS PQ �2N� E�G� O� +� Date:_'��y � H.S. Ref. No.� _ The sewage disposal and water supply facilities Fj� S tI11� at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory. CRAIG KNEPPER,I?E., CHIEF \ OFFICE OF WASTE MANAGEMENT ���. ASPHALT PARKING � ..�...,-� ��\ "O �o`�� LAND N/F OF GHOST TOWN LLC O \t^ J \ DRAW s,,• COVERED . WOOD STOOP.ELEC. M .: METER E �� •.'.'. '•?DWELLING :'. '•::.:..•:::::::'.:.:•: 1�.2 ��� •.'•'•,•.W/OFFICE•.'•.�.'.'•.'••'.••.. 4� �:•'..'•'••''''••:.•'' QD� S OOP TA o DRAIN WOOD 12 6 STOOP �o. �Z9\ LAND N/F OF ALEXANDRA & JOSEPH MACARI PIPE 5�00 °1 $� CO r� ::; :R ;. .`;::: : : : ::::`:: : :: S`? .:. :`: '.: R ,:::BP:;;?;; .': ::: :: ::.: : LAND D N F 5 ............... F ............... / PIPE 2::::•::::::::•::•.:�::�::.,•::.::.�...................�.�:.�:.:�:.:�::.�:::::::::.�::.�.�::::.. :: '::: :::; OF rn. 58 3:; GHOST TOWN LLC REVISED 04-20-24 � FINAL SURVEY 12-01 -23 00 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 12-16-21 Q LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,663.85 SQ.FT. or 0.24 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEYOR DESCRIBED PROPERTY CERTIFIED TO: ELIGIO LOPEZ; MAP OF: FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221 -212 SCALE: 1 "=20' DATE: DEC. 10 2021 f � PHONE (631)298-1588 FAX (631) 298-1588 ' N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Wcychuk APPROVED AS NOTED O C C U PAN CY OR USE IS UNLAWFUL DATE:/0 d&. -L/ B.P.# o WITHOUT CERTIFICATE FEE:is3 . O BY: `� NOTIFY BUILDING DEPARTMENT AT .rAF OCCUPANCY 765-1802,'-O-AM TO 4 PM FOR THE FOLLOWING'INSPECTIONS: I. FOUNDATION '- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING COMPLY WITH ALL CODES OF 3. INSULATION NEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 2 3 SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW i YORK STATE. NOT RESPONSIBLE FOR -a2 SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES Fire separation N.Y.S.DEC required as per NYS Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ,.FIRE INSPECTION. of THE TOWN CODE. , REQUIRED BEFORE OPENING TRUSS PLACARDING REQUIRED .-DO NOT PROCEED WITHw" �r�u- oN�U� FRAMING.UNTIL SURVEY:: "OF FOUNDATION LOCATION All exterior lighting HAS BEEN.APPROVED::. Installed,replaced or -_--_ - - - repaired shall conform PLUMBER CERTIFICATION to Chapter 172 ON LEAD CONTENT BEFORE of the Town Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Must provide Manuals SUPPLY SYSTEM CANNOT D,r and S as per EXCEED 2110 OF 1% LEAD. NYS Energy Code Blower door PLUMBING and ductwork ALL PLUMBING WASTE &WATER LINES NEED testing required. TESTING BEFORE COVP- 1 co ED O d � � w H �D Bo FT WE o r`' U - -I U PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" �, 4 o -=_-- - o can - - - — - — - — - — - — - - — - — - — - — - — - — v xcon Lo U �- °a' - 011 J) ct a� v T — - — -• a � W � 1 U ® V [�, U) Ur OFSoji-j _ r s o _ co N zo E~ uwc I � — _ V DRAWN: SCALE. d�. JOB#: —r V r 1� f 5/12/2022 I I I 111Y �' SHEET NUMBER: PROPOSED WEST ELEVATION A-2 SCALE: 1/4" = 1'-0" -------------------- -------------- -------------- r--� 00 I O i 0 ii D I FF�NNN1 00 I o N Q O x BATH I a'� CONFERENCE ROOM Z DINING ROOM KITCHEN IIII III] fill I IIII IIII IIII H k o o IIII U`ALLTO o IlII o IIII u - - - - - - - - -------- IIlI RR, IIII IIII U 6'-6%z" -- ""' o IIII o Ilil o Iiil aIIII IIlI co IIII HALF BATH co un ccnn nn x x x �71^' Itll NIIII NIIII ________ milli M1111 `"IIII o -'------- IIII IIII Illl N v O fillnn nn (Y5 4 � V ^ V OFFICE �° c m o LIVING ROOM _______ O o ------ 2 HOUR FIRE WALL Z f- � tt� N W r O v 'mod" �. cz N a)N .c W I� I i 1 I I I I 1 r^ 1 1 W I 1 I 1 1 1 1 U O N d x DRA"N: SCALE: P �a :pa JOB#: PROPOSED 1ST. FLOOR PLAN ,�{ :��� SHE5/12/2022 ET NUMBER: SCALE. 1/4 1 0 .0 A-4 JBOARD NT R MIC TILE OVER SET(TYPICAL) 9-12" EXTEND MEMBRANE48" UP WALLS AS SHOWNSHOWER DRAIN 3" FASTEN AT TOP ONLY (TYPICAL) CURB 26" TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN 12"X24" TOWEL BAR LOCATION (min.12") O GRAB BAR LOCATION TOILET-PAPER »-84" HOLDER �t VARIES(VIF)10 15" LOCATION 54" 48-60" (ViF) 36" 36-48" 18" 26" SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM N WINDOW TW3046 REMOVED O N d b (3)2X8 HDR � i w WALL ' OI — Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. H "� o = ' 'J�/ALL RC'\�IOVCC ^I 1 Zl° in. C EARANCE P2705.1 The installation of fixtures shall conform to the following: o M X .r' IC- LEARANCE — — M v N — 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, F-+ BEDROOM N o. 1 o HALL where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other corrosion resistant material. 00 N 24"min.CLEARANCE A Z 30" FRONT OF OPENING 2.Wall-hungfixtures shall be rigidly supported g y so that strain is not transmitted to the plumbing system. LA 7�4 .___Q--- min. Al of 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. ----- 4.Plumbing fixtures shall be usable. 30" -------- z N v `°'n S.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches c-+ ---'-'--------- from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent 21 _-______ fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any m 4 Q) O7-4 L wall,fixture or door. 4'-0" m -------- XO m --- 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. � ---- u -------- 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in O }; rd ---- accordance with Section R322.1.6. v WALL CZ (D In o BEDROOM 2'4" ------- 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed 60 u NO. 2 v on site,shall meet the design requirements of ASME A112.19.2/CSA B45.1 or ASME A112.19.3/CSA B45.4. 0 X to 21" 00 y 0 N N 42" BATH — CLEARANCE N W B (3)2X8 HDR 0 (3)2X8 HDR TW3046 FW3046 W UU r-r V 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING (n MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ql, 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, N 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. 4).EXTERIOR SHEATHING TO BE 5/8"THICK SHEATHING(CDX OR ZIPWALL). 10).INSULATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 + PROPOSED 2 N D. FLOOR PLAN 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED FLASH AND BATT EXTERIOR WALLS.AIR SEAL CAULKING AND SEAL AS WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. REQUIRED FOR BLOWER DOOR/AIR SEALANTTESTING. to SCALE: 1/4" = V-O° HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER x INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH S/8"SHEETROCK. �! BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Qi 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK AREAS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. PER CODE. DRAWN: SCALE: $ 1 -f� "��ti JOB#: 5/12/2022 SHEET NUMBER: 5 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: MATTITUCK 2012 Location: Southold, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 18% Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration,1.0 credit Building Area Floor Area 2X10 1-Office:Residential 1310 RIDGE Envelope Assemblies 12 (3)2X8 CULL R TIES(ald8"OC 1 L ` V Assembly Gross Area Cavity Cont. Proposed Budget U. 9 D -- ° r-•] or R-Value R-Value U-Factor Factor/al O Perimeter Floor:Wood-Framed,[Bldg.Use 1-Office] 848 30.0 0.0 0.033 0.033 Roof:Attic Roof,Wood joists,[Bldg.Use 1-Office] 1310 30.0 0.0 0.034 0.027 ]00� Q Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Office] 848 20.0 0.0 0.064 0.064 t' 1 �i W Window:Wood Frame:Fixed,Perf.Specs.:Product ID 20 -- -- 0.270 0.380 v ANDERSEN 400 SERIES,SHGC 0.24,[Bldg.Use 1-Office](b) CEILING JOISTS REMOVED 2X8 CJ @16"OC _ _ D F Z Window:Wood Frame:Operable,Perf.Specs.:Product ID 141 — - 0.290 0.450 Fri W ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) - r Door:,Perf.Specs.:Product ID ANDERSEN 400 SERIES,SHGC 42 — — 0.300 0.770 o �...( CD Ur 0.25,[Bldg.Use 1-Office](b) Door:Insulated Metal,Swinging,[Bldg.Use 1-Office] 42 — — 0 280 0.610 x Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Office] 966 20.0 0.0 0.064 0.064 M U Window:Wood Frame:Operable,Perf.Specs.:Product ID 75 - — 0.290 0.450 ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) O (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. ZO U (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been 3 4"SUBFLOOR designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable 5 4 DECKING mandatory requirements listed in the Inspection Checklist. 2X8 ACQ @16'OC 14"TJI110 WOO @16"OC O 14"TJI110 WOOD-1 @16"OC 2XSACQ@16"OC (2)2X10 ACQ (2)2X10 ACQ TY 4.1 GIRDER Q • GIRDER q (3)1-3/4X9-1/2 ML e.. — - N v :6 2X6 ACQ SIL LPLATER ji w/(2)3/8 STEEL ' rr] v `:a 3 2X10ACQ 12"dia. m . 4 4. 12"dia. 4 �i SILL SEAL GIRDER O 4 X ^� 0 e •o CONC.PIER ° b• TERMITE SHIELD b� GIRDER o.° CONC.PIER b IM m m o Project Title: MATTITUCK 2012 Report date: 08/31/21 m v' v'• e• °'` ! �� C1 Q X O Data filename: Page 1 of 8 - _ Q• Ae �e �e - .e ,� 24"X24"X12" 4• a:. 24"X24"X12" CONC.FTG. - 4XO.22 STEEL 0 CONC.FTG. 00 EbS jj COLUMN 10"PC WALL O b DAMPPROOF CZ U Id Lr) UG 01 m 00 ° 4"CONC.SLAB ° N G :a .. �a - - - - - - - - - - w 5, .T t 2• 24"X12"FTG rl M r (3)#5 REBAR O O O O _" O O O O �_ W CROSS SECTION B U " f•T� o O O O O ! 1�4 0 FASTENER TYPE: SPACING: SCALE: 1/4" = 1'-0" � No.8 WOOD-SCREW BASED ANCHOR WITH 16'OC 2,n.EMBEDMENT LENGTH No.ID WOOD-SNCHOR O O RASED ANCHOR WITHITH 16"CC 21n.EMBEDMENT LENGTH 1/,in.d,a.LAGSCRFW L BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH O A PLYWOOD 2 SHEATHI I:►`-1/li: 1/2"APA RATED SHEATHING SHEATHING GRADE PLYWOOD IALTE RNATMVE 7/16'0S 81 O ® APA RAHING GRADE VJ GRADE PLYWOOD T 0 LALTERNATIVIVE,7/I6'0 S B i FASTENER TYPE: SPACING: =%4 DFA2 Na.8 WOO SCREW STUDS BASED ANCHOR WITH to,OC A O WINDOW STL 2,1,.EMBEDMENT LENGOI TYPICAL WINDOW OPENING N..10WDDD.SCREws BASED ANCHOR WITH 12'OC L y} 2 PANEL SPAN EQUAL OR SMALLER 2,n.EMBEDMENT LENGTH Ce �•+�M 114 THAN 4 FEET 1/4n.tl,a.LAGI �~ ` BASED ANCHOR WITH 16'OC iA 2, EMBEDMENT n. LENGTH p•,� TYPICAL DOOR OPENING b " . PANEL SPAN GREATER THAN 4 FEET MULTIPIE PLYWOOD ASSEMBDES V FASTENER TYPE: SPACING: f =-2ETERWI STUDS STAID U-'E N..8 WOODSCREW AND EQUAL FEET TOGETHER WrHLTA1NLEss STEEL ;,A v.A o- THAN 6FEET OR GALVINRED BOLTS w/WASHERS 2i�n.®BEDM�NT LENGTH WrrH r« 2 ANDNUI2@2'-0"OC + +Y3�" �' NO 18 WDDD-SCREWS �` ? DRAWN: TYPICAL MULTIPLE OPENINGS BAS A"�aRWI" 9'a 21n.EMBEDMENT LENGTH �F PANEL SPAN GREATER THAN 6 FEET ,rT ¢ `"'I AF' SCALE: AND EQUAL OR SMALLER 1/41n.dia'LAGSCREW BAS RED ANCHO WITH JOB tt: THAN 8 FEET zin.EMKHMENrLENGTH :`r I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL .�r+.�, J ,� s/I OR 1e SHEET NUMBER: AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ^ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL A- 8 CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ° APPROVED AS NOTED _- DATE: aB.P U.3/ FEE:,_� BY: "Y NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ---• ----• -----' _ _ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EGRESS WINDOW W/ ESCAPE WELL I 1 FIRE lNSPE /^f CIA Q � EJECTOR i EQ!lltREt� Li6.FQ ' u PUMP / OPENING a 2MECH �N a �N `( . I o. M U I ` I �a I -? 11'-11%" D.° D 1 1 _ ---------10 10 •QQ °� 11 FINISHED STORAGE --'----- FINISHED STORAGE a . („�''J 0,1 p �Ov•av -------- �� II q O p - V -------- Pn iT m O Ln a; � � v � V a+ PERMITER WALLS ONLY � u °�• u, :a v o � a °o '° �- ---" (RESIDENTIAL USE ONLY) N v v " o' a •o ----• -• 00 Q INSULATE WALLS WITH R13 w (PER RESCHECK COMPLIANCE) CEILING: 1 HOUR FIRE RATING WALLS: 1/2 HOUR (TYPICAL) � I i I � � I w 50 ----- °____�_ MECHANICAL ROOM: IHOUR 1 1 1 I I ` u 0 I W I I ©- - - - - - - - - --- — — - - - - - -I I 1 I I I �\/ice/� 1 I I LV( — — — — — — — — — —, —I — — — — — — — — — — 1V! PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" Jr ie �(7 `�"C' ..ate"••��=°,�t`�6iy. DRAWN: SCALE: * ' JOB#: MAY 1 0 7n91 �`� 4'A 5/9/2022 SHEET NUMBER: _ DEPT OF tic. .. A- 1 r7r- ;s-T ,- �- 4,71" -------------------- -------------- -------------------- � V r r moo-. O O all s O O O Lv N Q O I � BATH I CONFERENCE ROOM L) W DINING ROOM KITCHEN Q � O _ _ _ _ _ ,,�— H � o ------ — — — — — M U U HALF KD - ------ �r �J BATH - ------ V \ - ----- o -- ------ ' OFFICE m N o --------- ON I X v ry try y LIVING ROOM --------_ 0 r' x o _________ 2 HOUR FIRE WA.L cd a� v Nw � I I w H - - - - - - - U O U*) v7 N PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = V-0" 6?2 A y„ �► •,C's -�' DRAWN: `.. i pjr SCALE: At& JOB#: ' 5/9/2022 SHEET NUMBER:� A-2 Cchec�'� ® tram Version COfcec � �eb J�a� a Envelo Compliance Certificate p Project Information Energy Code: 2018 IECC Project Title: MATTITUCK 2012 Location: Cutchogue, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing /Wall Area: 23% Construction Site: Owner/Agent: Designer/Contractor: MATTITUCK 2012 36570 MAIN ROAD CUTCHOGUE, New York Additional Efficiency Package(s) 3 3 Credits: 1.0 Required 1.0 Proposed 1fill4l JER Enhanced Envelope Performance, 1.0 credit � Building Area Floor Area N 1-Office : Residential 848 U C� W 11/4 3 2 �i Z C.O. I � Envelope Assemblies 3 o Assembly Gross Area Cavity Cont. Proposed Budget U. o x or R-Value R-Value U-Factor Factor(a) U 1114 1 1/4 1 1/2 (~ Perimeter 3" v SINK LAV. b W.C. H Floor: Wood-Framed, [Bldg. Use 1 - Office] 848 21.0 0.0 0.046 0.033 D.W. F.A.I. Roof: Attic Roof, Wood joists, [Bldg. Use 1 - Office] 848 30.0 0.0 0.034 0.027 NORTH Ext. Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1 - Office] 966 20.0 0.0 0.064 0.064 2 3 Operable, Perf. Specs.: Product ID 400 ___ ___ C.O. 11/a Window: Wood Frame: O o p p 65 0.300 0.450 SERIES, SHGC 0.31, [Bldg. Use 1 - Office] (c) Window: Wood Frame: Operable, Perf. Specs.: Product ID 400 19 --- --- 0.290 0.450 3 .5 SERIES, SHGC 0.31, [Bldg. Use 1 - Office] (c) 0, p m o Window: Wood Frame: Operable, Perf. Specs.: Product ID 400 80 --- --- 0.310 0.450 SERIES, SHGC 0.29, [Bldg. Use 1 - Office] (c) a 11/4 11/2 11/4 11/ 111/4 - Z w v Door: Other (U-Factor option), Swinging, [Bldg. Use 1 - Office] 42 --- --- 0.280 0.610 't „ Door: , Perf. Specs.: Product ID 400 SERIES, SHGC 0.24, [Bldg. 63 --- --- 0.300 0.770 LAV. o LAV. to \ Use 1 - Office] (c) W.C. W.C. 0 14 Basement: Solid Concrete, Bin. Thickness, Normal Density, 190 13.0 0.0 0.079 0.119 sH WER 71 y Furring: Wood, Wall Ht 7.8, Depth B.G. 7.0, [Bldg. Use 1 - u , Office] 3 11/4 N I~ v (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. 11/4 3 z 4 w y (b) 'Other' components require supporting documentation for proposed U-factors. 3 3 (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. L4 W SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED 4"C.I. SEPTIC SYSTEM O TRAP HOUSE 4q Un Cn PLUMBING SCHEMATIC Em N SCALE: NOT TO SCALE P Project Title: MATTITUCK 2012 Report date: 04/21/22 Data filename: Page 1 of 11 v Envelope Compliance Statement ,�i ;t. " , D :SCALE. Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, JOB#: specifications, and other calculations submitted with this permit application. The proposed envelope systems have been �y+�.4 s/9/2022 designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable ) � �2Z3 1 .t �,� SHEET NUMBER: mandatory requirements listed in the Inspection Checklist. '*'"a►r,�F�"" � �. Name - Title Signature Date r A- 3 - - — - — - — - — - — - — - — - — - — - — - — - — - — - ozo - - — - - - - - - _ N - O � � w � x FL ~ U 1 0 PROPOSED SOUTH ELEVATION N 0 m °v SCALE: 1/4" = V-0" v M 0O 00 v - o Lnu ON �n vv cc N 0 e� OCT 18 2021 u _ BUILDING DEPT. O TOWN OF SOUTHOLD � HIM IIIN 0 I L L- W l o 00 DRAWN: O fl ,r SCALE: x:, ) g} JOB#. 10/7/2021 SHEET NUMBER: tires PROPOSED EAST ELEVATION �'�r OF _ '. �* AA SCALE: 1/4" = V-0" - — - — - — - — - — - — - — - — - — - — - — - — - — - - -Y Jr I� o N � � w � w o � o o zi PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" 4 o — rn - X . cn ° —+ V- - - - - - - - - - - - - - - - - - - - - - - - - - - - C) �n v H Ln U ,-� ° a� �CZ 00 a) v N O (za W � d u V O _ cn o - 0O Emu< N U O r o - DRAWN: wl H SCALE: JOB#: - . - m xSr. ' . ,;�:"'" �,Y 10/7/2021 E SHEET NUMBER: III PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" '`' Ir A B 37 I , 1 , SPLAY OUT SHINGLES OVER 3/8"SHTG.w/ I , ' 1 BLOCKING(TYPICAL) 1 , 41_�II FLOOR SYSTEM 38 (SEE FOUNDATION PLAN) 13'-10" 24'-3'/z" S/8"dia.ANCHOR BOLT ' 01 w/3X3 SQ.WASHER,NUT I , 1 , @48"OC 4 I , � IIIIIIIIIIIIIIIIIIIIIIIIIIAItlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111RIIIIIIpIIllilllll SLOPED GRADE D' D 2'-0" 7'-O" (AWAY FROM BLDG.) O ° 2X6 ACQ SILL PLATE 1 , ) ° TERMITE SHIELD I, 61-011 11 SILL SEAL 1 - ' 1 '(2)2X8 ACQ GIRDER ' I( 2X8 AC 1 GIRDER I I X ----1-'= ; `-I----2X AC4 `V m CX)v 145 i I @ 16"OC I I I I I D' D ' I O °- ----- -- -----------------L-- --- �GR - r---- --------------------------------------- -----r----- ------- ASPHALTUMDAMPROOFING EGRESS MEMBRANE TO GRADE • • a °Dn va sv a °Dn �d o .V v �-rD-v-4- �-o,> = I I ( I ,� ESCAPE WELL I 4 1 w/G RAT E o ; ------- -- -1, 4 o ---------------------------------- p ° PER CODE I s " _ '' Q 00 d r� 17-10/ o i --_----2'-0" 16'-6%" ;_ 4'_0" OII o Q a)6. � 10"POURED CONCRETE = p ' \ (Q)o o�n � 0 FOUNDATION WALL o o10 \ 3500psi D I W U ° IQ' p X I� ZD 1/2"PREMOLDED FILLER 1 HSS 4X0.22 ROUND ST EEL POST ;� ; o. — ° a - r ON 2-6 X 2-6X 1-0 FTG r W -- AT PERIMETER OF SLAB o HS54X0.22 ROUND STEEL POST ------------- --- Q - --- >r-- ------ _-,= V, 4"CONCRETE SLAB x+ I r I 1a3-bX3-6RiDFTGw/ 1 - - ------------------, -------,---------- 16)#5 RE BAR EACH WAY _:_! __ (3)1-3/09-1/2 qL w/( )3/8"$TEEL GIRDER ; _ D ° 4 e 4 e 4 e 4 M -- '--- (ALT:(>1}r3/ tl-4-ML) -- F==_ _J_' ___ HSS4X0.22ROUNDSTEELPOST °4 PERIMETER DRAIN 4 4 'p•pQ ----- I -_--_-_ ---------________-__-_______-r----------------- -)C------' - - I-, --- ON 2-6 FTG ; ° + i PIPE(TYR) r� • Q'.� • =4"COARSE SAND 12" I 1 I OR GRAVEL _ a (3)1-3/4X9-1/2 ML w/( )3/8"STEIEL GIRDER 1 , ' ; a, D I I�— D D ,�D D I (ALTL:(4)1-3/ X14 ML)I HSS 4X0.22 RO - ('V I I M `----------' 1 ON 2-6 X 2 7'-9i" ----�- 8'40%" - s'-s/' _ —#5 REBAR, 60ksi --- --- d 1 o i 4 — 24" � ' , w� I -� I I I� I I I I I— I • v v �RCD c7 cV o a SOIL CONDITIONS ASSUME SAND AND GRAVEL �; v zo -< �. 1 HOUR FIRE o ; "� v� �' ,oe UNDER FLOOR JOISTS 30 (�` 14r10t @ 7%1' v `I BACKFILL WITH CLEAN FILL. o m V • m m Ov as ' .N-I O --- --- '� SEEA-11 _ I D 0 3'0"w STAIR _ a _ _ I` ; o F-01 - n �'° 15r9T - 1 ^ ,or FOUNDATION WALL DETAIL To 4: wCOO �-�I °a i v @85/16 11,a1L_ I m DRAIN °4 v Z DW ` a+ m I ar I I ' Q L • ---------' • v .JpQ 'a n� a v 4°0 p"A . O SCALE: 1�L." 1 �_O�� v mcd In J 18'-8" Ln o `r a' o ' 1 , 1 - I r- '1- - --- lfl )-I ---- Ve __ -I---, -r01 r---- -- ---------- r_1 i ' o --------------------------------- ------ ---n1 - . °o .a e v =Q I =�. =11= ' a--, Lo U v ° o 2X81ACQ; d� .a v o ,'a °`pQ D00 ------------- -I----'GIRDER '----I-' Q v - ------------------------------- ------------I----------i-----i W 20'-4" �o I 2X8 ACQ ' I '-7%z" 1'-6" 5'-0" 1'-6" 1 I 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". �t I 2X8 ACC ' I rl EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. U i-n RESIDENTIAL CODE WITH A BITUMINOUS COATING. 8-0 I 1 I ' " I 81-2,11 4-10 i I i(2)2X8 AC('� ; I ; 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY IN FOOTING. W GIRDER FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST • ' 1 ----- ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). M,I L I I i 1 I 1 I I -_I_ O 1 (1r)2XS;ACQi 1 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. Uj '-'-'-• `- -'GIRDER '---- INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING (n r ' I ' I WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE ' I __ ' 181 o I AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL N 1u1 `-u - 1.I` ;1 I JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE �� (~ o IX�� 2X8 ACQ(�1 "OC �vt_ 2X8 ACQ 16"OC ��LL I THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL in -,'LL 1 N m SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO i_i __i ; _ -I`I- 1 I MORE THAN 16 FEET. I ' ; ,1 OrN ;GIRDER ; /�I ; 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE �=J_' INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. u — ' -- - _ 5. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND WA 1'-O"OF CORNERS, max/ 1 ' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A s-g3111 8'-9%:' 4';0" " MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO Q' 1 ' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. >13 ri 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING / ' AT 8'-0"O.C. (MAX.)AND MIDSPAN. I 1 I A ' B ' 7. 1 HOUR FIRE RATE FLOOR JOISTS PER NYS BUILDING CODE 37 3 8. FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. 9. INSTALL SMOKE AND CO DETECTORS PER CODE. M :; ;�•.�, DRAWN: PROPOSED FOUNDATION PLAN r "V SCALE: 1 1 11 ' �� r I SCALE: 1/4" = -0 ° rj Jos#: 10/7/2021 SHEET NUMBER: A- 3 BATHROOM SPECIFICATIONS N.T.S. Bathroom(s) are to be ICC/ANSI compliant 60"MIN. Water Supply and drain pipes under lavatories 24" 12" A '------- and sinks shall be insulated or otherwise 36"GRAB BAR 3 3 8 configured to protect against contact. There ® (33-36"ABOVE FLOOR) shall be no sharp or abrasive surfaces under lavatories and sinks. ,T. Accesible lavatories and sinks are to comply with Section 606 . FRONT ELEVATION A clear floor or ground space complying ol , 38'-1Y2" with Section 305.3, positioned for foward 2'-0" T-0" 21'-5r" s-o" 2'-811 approach, shall be provided. Knee and toe VERT. clearance compling with Section 306 12"MAX BAR --------;------ shall be provided. 42"MIN. The front of lavatories and sinks are to be 34 inches maximum above the floor or ' ground, measured to the higher of the 5'-6" 8-41 9'-0° 10'-1Y2" s' fixture rim or counter surface. LANDING LANDING H nd operated, self-closing fauFaucets shall comply with ocets shall � � � SIDE ELEVATION cx 1as ' FWG60611L TGRM TW2632 remain open for 10 seconds minimum. ' 3'0; Sinks are to be a maximum 6-1/2" deep. (3)2X10 HDR N 0 , (3)2X8 HDF (3)zx �jo Multiple compartment sinks shall have r-+ DW ; i; O ;;l`O i; 0 _ 1 BATH U at least one compartment complying with N u L__JL__J ' I -�' 1 0 ' �n P8.5V m0 ' 10° the requirement. lo- 34"6�19-0/2 O = v MAx HY•i 0 FT ,r ry 00 om EXIT I ILLUMINATION I FIRE PROTECTION N o KITCHEN � N o =o g DINING v ; _ , r - ; X M ~ Q®p LIGHTED EXIT SIGN X 0 w/EMERGENCY LIGHTS W N ROOM O1 SOLID-CORE DOOR �ll(((-����'� - - i a CONF REN HEIGHT OF LAVATORIES AND SINKS w/DOOR SWEEP& ; \ I / `- - ; EMERGENCY LIGHTS p O WEATHERSTRIPPING ' Q - - ' w/BATTERY BACKUP ( XJO HD 4'-0"-' 2X4 BEARIIIG WALLREQU IT --Z - - - - FIRE EXTTINIGUISHER FLOOR 0 R GROUND SURFACES RED `�' _ _ _ _ _ _ J212xa11 _ ZD R -- . - - - - - - - 24.5'TRAVEL SMOKE/CO DETECTOR 8'0" ---�--- PATH 1 1 1 _ _ N.T.S. U (2)1-3/4X14 ML HEADER 2X4 BEARING WALL ---' --- ' ' \ \ - °° Floor or ground surfaces are to be stable q � 1 1 44 1 iv O ► 1/2" iv o (FLUSH w/FJ ABOVE) 15'-8" 3-1 - 15'-3" ' N MAX firm, and slip resistant, and shall comply N ^' with Section 302. Changes in level in floor P or ground surfaces shall comply with o I ' 2'-51i2'1 Section 303. U N CARPET ON FLOOR OR GROUND SURFACES N v ICE Carpet or carpet tile shall be securely FIR MASONRY attatched and shall have a firm cushion LIVING ROOM - _-- -- FIREWALL� I , X �• v _ FIREPLACE w/ , p , I� FLUSH HEARTH ^ Q --- --- ' O pad, or backing or no cushion or pad. Carpet (n cn O Mn (SEE A-11) x , t t O r- ++ o ' N or carpet tile shall have a level loop, textured 1/4" o X 0 � ~' I v loop, level cut pile, or level cut/ uncut pile MAx �' wtt . o ~ 2 14"ML FLUSH 2X10 WALL ) ; PROVIDE RAILING \ Z v } -- --- -'� p� ,� texture. Pile height shall be 1/2 inch maximum. v o (ACTUAL 10") �F, (MIN.T AFG) N Exposed edges of carpet shall be fastened to (2)7 /4 L w/1/2"STEEL FLUSH BEAM (3)2�X&�HDR floor or ground surfaces and shall trim along VERTICAL CHANGES IN LEVEL � .0 m EA m 247 the entire length of the exposed edge. Carpet U m z =„ @16"OC .� Un -- m �, J�F - , edge trim shall comply with Section 303. 1/4' 1p 00 v v (3)2X 0 HDR 3)P-1/2 MLHD N G DHP4246 Changes in level between 1/4 inch high -1/2" i. o w 3'o" ; w minimum and 1/2 inch high maximum shall 4.1 TW3046-2 ; ; �w ; 1' 6" s'-o" 1'-6" g be beveled with a slope not steeper than 1:2. Changes in level greater than 1/2 inch shall BEVELED CHANGES IN LEVEL I 2x` I 2'-0° 8'-0 cn N @16"OC, m be ramped and shall comply with Section w PORC11 < 405 or 406. OX INS o Curb ramps on accessible routes shall comply -�1 1 12 u Z with Section 406. O s'-6" 3 Slopes of curb ramps shall comply with Section N a 405.2. z z 01 9'-1134" 7'-23i" ;3'-1i" 12'-11i" = 41-10" COUNTER SLOPE OF SURFACES N H ' ADJACENT TO CURB RAMPS " o 1 L^ 12 UP '38'-1%" ( © RAMP LAG 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 10 AY 01 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING V (ON GRADE) HANDRAIL w/INSIDE GRAB BAR PER CODE MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ------1_----- v ' 2).PLATE HEIGHTAT 8'-0"UNLESS OTHERWISE NOTED. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITHN-a 1 18'-1'/a"± ' S'-0" OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, ' 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. ' 1 , 1 4).EXTERIOR SHEATHING TO BE 1/2"THICK SHEATHING(CDX OR ZIPWALL). 11).INSULATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 1 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED FLASH AND BATT EXTERIOR WALLS.AIR SEAL CAULKING AND SEAL AS A 3 ------ WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. REQUIRED FOR BLOWER DOOR/AIR SEALANT TESTING.8 - HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. AREA SCHEDULE BATHROOMS TO BE INSTALLED WITH M^"' 'nrc,cre.,r 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SHEETROCK.USE DUROCK CEMENT BO DRAWN: NAME AREA ALL BATHS.PROVIDE BLOCKING ATV-0"O.C.AND MIDSPAN. AREAS. ,l ' q y,1 0 � ., SCALE: APARTMENT 924.8 s ft. 1�._ 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 13).ALL FLOOR TILE AREAS TO HAVE MUD �L ;' "'+ ✓ JOB#: UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK „',� " /1J��` OFFICE 385.1 sq ft. )�/7/2�21 PROPOSED 1ST. FLOOR PLAN STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 14).ALL NEW PLUMBING WATER SUPPLY L SHEET NUMBER: SCALE: 1/4" - V-0" SIDE FOR MICROLAM HEADERS. •'. A f 15).INSTALL SMOKE AND CO DETECTORS� �• �,L� , �1 ,� �� 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS �-(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, A-4 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. +33 d ?. PER CODE. "•�, A � � P' CEMENT BACKER BOARD 4 CERAMIC TILE OVER THINSET(TYPICAL) 9-12" EXTEND MEMBRANE 48" �� CL UP WALLS AS SHOWN SHOWER DRAIN 3 A FASTEN AT TOP ONLY (TYPICAL) CURB ------ -------- 26" 37 38 V"71 ' TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN I 1 I 1 ' 1 � 1 I I � 1 ' 1 I 1 � 1 � 1 � 1 � I � I � � � 4 I I I I 1 I , I 12'X24" � TOWEL BAR LOCATION I ' (min.12") O GRAB BAR LOCATION TOILET-PAPER 1 � 1 I 1 � 77-84" HOLDER No so 1 I CL VARIES(VIF) 15" LOCATI N 48.60" 54" 19'-11'/" I { I 36-46" (VIF) 36" 1 t I 11'-9%" 4'-2" ' ls" 1 SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM N I 1 I TW3046 W304 ' 0 I N 15" O O (3)2X8 HDR ( 2X8iHDR' ' ' ' ✓ I 1 ' 1 I 1 V' \ II 1 W Zn N � 11 1 ,• r � �7 Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. p 21'min. [� � O 0 12'-2" 6'-�" ' 17EARANCE CLEARANCE P2705.1 The installation of fixtures shall conform to the following: [�� �+ I — — cr1 U — 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, �j H BEDROOM No. 1 o o HA where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other 1 corrosion-resistant material. U 00 x ' ' 24"min.CLEARANCE FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. Z I 30" as 41, min. ' 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. (3)1-3/4X 1/4 _ , WALL EL ---_ __ ' 4.Plumbing fixtures shall be usable. ' 30" --—— N =� ;-1 Z I ry min. 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches m ''''--''--'-''- m ---- --- ry from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent N v N ___ ' fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any �f' a�) 6 (O .a U wall,fixture or door. X ^r-. ,-' 4'-0 --'-� --' O L0 5'-10" ----, --- 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. gym. 0 .1 ----�--- ' X O cC 2'-4%:" 3'-6" 3'- " - 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in G y; Ua m F I accordance with Section R322.1.6. Z �' ' I , WALL O 00 P BEDROOM - 2'-4" _ __, ___ 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed ILI 1 No. 2 I I on site,shall meet the design requirements of ASME A112.19.2/CSA B45.1 or ASME A112.19.3/CSA B45.4. U b N J I LL 9'-9Y21' a 5'-5" 3'-4P2" I U m I X I , 21" 00 v N N N 42" BATH I i CLEARANCE N O W I I (3)2X8 HEIR (3)2X8 HD I 1 r^ 1 vr-,J TW3046 FW304 I 1 I 1 1�1 %" 5' 8"8'-7 ; ; U O ' I 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE U) ' ' 19'-11%" RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING rn I I ' MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. FOR( 2),PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH N OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. {" ""''& G.✓ 4).EXTERIOR SHEATHING TO BE 5/8"THICK SHEATHING(CDX OR ZIPWALL). 10).INSULATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXTT, 3 WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 Fwrl PROPOSED 2 N D. FLOOR PLAN 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED FLASH AND BATT EXTERIOR WALLS.AIR SEAL CAULKING AND SEAL AS ' I WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. REQUIRED FOR BLOWER DOOR/AIR SEALANT TESTING. (A SCALE: 1/4" = 1'-011 I HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER x INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Q' 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ' I , ' UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK AREAS. i STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 1 , I , 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ' PER CODE. A -------- �yf C i �>° )RAWN: 3 8 '��"$� � yN , �br'� JOB#: r �` xff�W•lF 10/7/2021 SHEETNUMBER: uG d � A-5 .01r: �. t ,. RR V-4" CEILING ` \ OGEE GUTTER HEADER 7-1/4" BEAD BD.SOFFIT 5-1/2" 2-1/4"SOLID CROWN 5/4"TRIM N r--a ABOVE SUBFLOOR N Q b O 16"OH V W (TMP)' ------------------------------------ ------------------- --- ---- ------------------------------------------- ' W TYPICAL SOFFIT DETAIL o U 1 ' r M 1 ' � � Ux 1 ,z 11 1 ' 1 ' SCALE: 1- 1/2�� 11_011 1--, ' 1 1 1 i ' 0 I ' ' 1 p 1 1 I ' 1 1 ' 1 p 1 � 1 1 1 ' tz 00 1 1 X 1 ' I Dc 1 1 I I N 1 I 1 1 1 1 I I 1 1 ROOF AREA:1170.3 SO.FT. 1 I 1 1 1 1 1 1 CV AT 100%WATER RUNOFF:195 CU.FT. m O ' ------------------------------------ � ' ' ' 2X10DF#2RIDGE ' c cry 0) +v�. 1 1 I :7 C1 1 1 1 1 1 i PROVIDE(1)8'DIA.X 6'DEEP DRYWELLS O UP � 2X10 DF#2 RIDGE ; DRYWELL CAPACITY:253.5 CU.FT O - O O U 1 1 1 1 [J o OGEE GUTTER-STANDARD 5" CU \ ' I NOTES: O ++ u ' ' 1 1 12 ' 1).E(ECUTION: x �, 1 p 1 1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, CUCU -V .� 2).PREPARATION: Lo .0 � a� ---_-_----, ' I O 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. CT "o Cn 1 1 •- Cz ------------• 1 ' ' X ' B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 00 ' ' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ONO (U 4J 1 LL j j 1 i Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR W ' 1 ' •--------• 1 ' I METALS WITH PROTECTIVE BACKING PAINT. 1 3.INSTALLATION: 1 I 1 11 1 1 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. ' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. -----------------------' 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 2X12 LAYOVER PLATE ,' ________________________ ACCESSORIES. W 1 16"OH B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT -————————————- . (qTF TYP CONNECTORS. 1 1 '-- i ) 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL V 1 . ,, 1 i ------- ---'- CONNECTION WATERTIGHT. ---------------------------- ------------------------- 1 4' [::� DRY WELLS TO BE 10'MIN. 4).PRorEcnoN: 0 ----------------------------------------------------------- A):PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 00 0 w ° oa ° N 12 0 9v 2X8 RR o @16 QI x x 1.INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.OR AS SHOWN ON PLANS. 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. d' 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. �+ PROPOSED ROOF PLAN GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/4" = 1'41 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. 9.INSTALL ASPHALT ROOFING AS PER IV 4.APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE GALVANIZED(ZINC COATED)ROC �° �"µ -+w,A C`, LEAST 3/8"DIA.HEADS,LONG ENOUc 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS TO I i DRAWN: DIRECTLY TO THE DECK ALONG EAVES. CUTTING INTO SHINGLE SURFACE. d "/ it/9 ".I SCALE: �► r JOB#: 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 12.GUTTERS,DOWNSPOUTS,DRYWELL 1 fjf 10/7/2021 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT ,• % o- "x yr ko SHEET NUMBER: 41 � '�� M A-6 0 fV 21 2X10 RIDGE 2X6 COLLAR TIE 48"OC 12 OL �QC°ti6 �9 2X8 U @16"OC 0 O Th RAILI P B N C) m N d 2X10 RIDGE ry o 3 4"SUBFLOOR r Vl 2X8 RR 16"OC T1111014"WOOD-1 @16"OC 2X6 Cl @16l (2)1-3/4X14 W ML FLUSH BEAM (3)2X6 GIRDER o 0 1 .rr��^x,,//�l, 1 6X6 ACQ POST off' (BOXED IN) 0o U I I 1 - I 3/4"SUBFLOOR 5 4 DECKING 1 2X8 ACQ @16"OC T1111014"WOOD-1 @16"OC RAMP 1:12 PITCH ---1 _ _ N v (2)1-3/4X14 •• m >~ O 2 2X8 ACQ ML FLUSH BEAM cM v v a d GIRDER m v d i 12"dia. 2X6 ACQ SILL PLATE (3)1-3/4X9-1/2 ML L ' X .. v •o 0 4. 4. CONC.PIER 6• TERMITE SHIELD W/(2)3/8"STEEL b. CO In 1 .4 ° q: SILL SEAL GIRDER p• O O 4•d O �,., RS [n p 'Y • 0 ' .. oo w 24"X24"X12" e• a:• Z v CONC.FTG 6 a 10"PC WALL o t; DAMPPROOF C bOA u 6, 4X0.22 6� STEEL � ^ �'•a COLUMN a U r' � -- Cn 11/4 11/2 11/4 3 3 d• 00 • • cu 1 Sr 4"CONC.SLAB ;6 c W LAV. p - - - - - - - - - - W.C. v ♦•p 1 0• ap s � A•q 1 •O l•q SHO ER 30"X30"X12" 24"X12"FTG CONC.FTG. (3)#5 REBAR W 11/40 3 u 2 i u u, A CROSS SECTION A o 3 3 7 SCALE: 1/4" = V-011 11/4 11/4 1 1/2 N SINK LAV. W.C. 13" y D.w. F.A.I. 2 3 Lr C.O. I 1 1/4 3 I C.O. "-"'i 3 Io ` 1{ SLOPE11 1/411 TO APROVED PER FOOT PITCH TO DRAIN TO AP OVER 4"C.I. 4 frfr TRAP HOUSE DRAWN: PLUMBING SCHEMATIC SCALE: p SCALE: NOT TO SCALE �. +f} � JOB#: 10/7/2021 F _�. SHEET NUMBER: A- 7 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: MATTITUCK 2012 Location: Southold,New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 18% Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration,1.0 credit Building Area Floor Area 2X10 1-Office:Residential 1310 RIDGE Envelope Assemblies 12 �oC Assembly Gross Area Cavity Cont. Proposed Budget U. 9 �(b��@ or R-Value R-Value U-Factor Factor(.) L O Perimeter N Floor:Wood-Framed,[Bldg.Use 1-Office] 848 30.0 0.0 0.033 0.033 Roof:Attic Roof,Wood joists,[Bldg.Use 1-Office] 1310 30.0 0.0 0.034 0.027 0 Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Office] 848 20.0 0.0 0.064 0.064 ' \ a/ W Window:Wood Frame:Fixed,Perf.Specs.:Product ID 20 — — 0.270 0.380 v ANDERSEN 400 SERIES,SHGC 0.24,[Bldg.Use 1-Office](b) 2X8 CJ @ 16"OIC Z Window:Wood Frame:Operable,Perf.Specs.:Product ID 141 — — 0.290 0.450 — - ►,�J ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) Door:,Perf.Specs.:Product ID ANDERSEN 400 SERIES,SHGC 42 — — 0.300 0.770 0.25,[Bldg.Use 1-Office](b) p 0 Door:Insulated Metal,Swinging,[Bldg.Use 1-Office] 42 — — 0.280 0.610 Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Office] 966 20.0 0.0 0.064 0.064 (I \O Window:Wood Frame:Operable,Perf.Specs.:Product ID 75 — — 0.290 0.450 l M U ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. O r� (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. i1 Envelope Compliance Statement ComplianceStatement.- The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been 3 4"SUBFLOOR designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable 5 4 DECKING — 2X8 mandatory requirements listed in the Inspection Checklist. 2X8 ACQ @16"OC 14"TJI110 WOOD-1 @16" ACQ @16"OC (2)2x10 ACQ (z)2X10 ACQ OC 14"TJ1110 WOOD-1 @16'OC oT� G GIRDER p . GIRDER p • • J (3)1 4 - e.. — - N v w/( 3/8'STEEL m 4 4 12"dia. :6 2X6 ACQ SIL LPLATER 1 d (3)2X10 ACQ cn Qi ate, o o . •e • SILL SEAL IRDER .� GIRDER A 12"dia. x o CONE.PIER p b, •o CONE.PIER O T-4 TERMITE SHIELD W m O Project Title: MATTITUCK 2012 Report date: 08/31/21 TVT • e' v`• , e' 4` 4: • T�4 O" FV Data filename: Page 1 of 8 Q a .e •� o x 0 e v` 24"X24"X12" e:.a 24"X24"X12" f1 •` CONC.FTG. ' ' CONE.FTG. O � S 4X0.22 STEEL ;6 O t COLUMN t ' V ti 10"PC WALLlzt O 1 &4 t1 c ;� DAMPPROOF i e Lr) U C-4 -.. .. CZ E 4"CONC.SLAB . N o W . . .. . .. . .. . .. . .. . .. • J O A♦ ♦ I •e ,�•q ' ,• 24"X12"FTG j rl (3)#i5 REBAR � U) • - - • - - • • 12 • • • • :2• I I I • !• • ; -- I- ! B CROSS SECTION 6 0/� FASTENER TYPE: SPACING: i - -_ - i i 3 g SCALE: 1/4" = 1'-0" ��/� No.8 WOOD-SCREW I r V J BASED ANCHOR WITH 16•a 211.EMBEDMENT LENGTH ((1 f ! • No.10 WOOD-SCREWS I \S YYY BAm 0 ANCHOREMBEDMENT WITH 36'OC ( • -- -- - I• 2N.EMBEDMCM LENGTH1/4i - - ---- N SAS Ala.ANCHOR WITH BASED ANCHOR WITH 16"OC 2m.EMBEDMENT IENGIH 3/4-ARA PLYWOOD SHEATHING 1/2•APAEDSHEATIING RAT GRADE PLYWOOD VIRLTERNATIVIVE 7/16'OSBj ® I I ® In'ARA RATED SHEATHINf.if - GRADEPLYWDO0 IAITERNATIVIVE 7/16.05B1 I , I --- -- x 1 , FASEENERTYPE: SPACNG: 2%40EP2 5 �, !'•ti No.B WOOD,SCREW STUDS rs I FF�ti 41 aEO ANCHOR CHORWHwrrH 10^a< •i I• i ' �' , WINDOWSILL LENGTH.EMBEDMENT LENG TYPICAL WINDOW OPENING No.l0 WOOD-SCREWS BASED ANCHOR WITH 17 OC PANEL SPAN EQUAL OR SMALLER zln. SEDIMENT LENGTH THAN 4 FEET I w yy 1/4R,.Ara.LAGSCREW I i •l / i•""1 1 BASED ANON R WITH 16.OC • '''• y .j d �•,.w, p„ e� ^tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING MULTIPLE PLYWOODASSEMBLIES FASTENER TYPE: SPACING: / PANEL SPAN GREATER THAN 4 FEET T xyk' .41 2-JET ER2STUDS CONNECTED i IMMR Fl AND EQUAL F SMALLER TOGETHER EDT STAINLESS STEEL Na B W00P �' r. IRA. THAN 6FEET OR GAIVIN12[DBOLT6 W/WASHERS BASED ANCHOR WITH 8'OC AND NUTS P2'-0"OC 2h EMBEDMENT LENGTH R i , TYPICAL MULTIPLE OPENINGS BASEDD woo CH OR WITHITHs DRAWN: N. IAN 9.00 § PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH a T& ,1. SCALE: AND EQUAL OR SMALLER 1HIn.Ala.LAGSCREw / . BalmCH ANCHOR WITH 16"OC �l i)' E4 JOB#: THAN 8 FEET bn.EMBEDMENT LENGTH � WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �'f �` R ;�,; •�f Ion/Zoz] i� SHEET NUMBER: .,�. AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING OF' - WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. r ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. A8 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAC-URE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS - �"�l Z 1 11 \ ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT, PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA72 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY JVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER O JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024'OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP _j I I.. . (11 CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^� RIM BOARD CHIMNEY AS REQUIRED O r7 RAFTER � FF ) SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST O FOUNDATION ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING W STAFFING TO BE ATTACHED TO WALL STUDS 048"OC' BARRIER TO LAP FLASHING W AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A 2x4 FASCIA JOIST z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER W INSTALL 4'0"' O.C. ,'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT �� � RESISTANT METAL MESH WITH MESH r �-/ ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTIOU APPLICATION SOFFITED EAVE M�-1 8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO M U ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ["'I PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL U ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q t-1 WOOD JOIST N v m "4' O TOP PLATE GIRDER/HEADER X v SIDE WALL FLASHING O cf) 4=1 ++ 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST X AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO • O rr••I x 0 iv4 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w V x 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED a) oo 7t + ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. N+ 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS (, � ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS VUS PATES TO EACH STUD ^.Z44 In U >" 4 DBL. SILL PLATE � � U) TERMITE SHIELD I aJ OD J SILL GASKET ' �-SUOI N O 7 WOOD OISTS � W CONC. SLAB ` ' NEOPRENE x•' TYP. CONC. FOUNDATION ( n 6 MIL. POLY 6MIL POLYOLY ONN EXTERIOR , GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE DAMO EXTERIOR GRANULAR FILL . n BOLTED TO STEEL BEAM WITH V i 1'p 1/2 " DIA. BOLTS 0 48" o.c. STAG. V STEEL COLUMN a a o. � ° ROOF JACK V) CONC. SLAB 'p . �\� STEEL BEAM W n ).p ANCHOR BOLT EMBEDMENT: �� I I E•I \, COMPACT FILL PJURED CONCRETE: 4" x 1/4" x 8" STEEL BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE F�1 WITH 1/2" x 6" ANCHOR BOLT U KEYWAY FOOTING o V A • • C • 1 FLASHING AT 1/ 2" GROUT O C•a �• ` CONC. FTG. •p Q•p C o' USE MTH 3x3 SQUARE WASHERS SIDES AND TOP •O ANCHOR BOLT CONNECTION � (USP LBPS58 OR BP583) p 06 REINFORCING BAR I I f 3" STEEL COLUMN C U) DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I C/� SUPP RTIN MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) r SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM W CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL OC N " WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36 STEEL / BOTTOM BEARING Y b' ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES SLAB-ON-GRADE 57" OC ROOF JACKS & VENTS DETAIL I ,-SUBFLOOR CONC, SLAB DOOR FRAME U 6X6 10/10 WWM 1 COMPACT FILL , GARAGE I JOIST DOOR G - i I USE 2X8 STEEL BEAM FOR BLOCKOUT " 4" SLAB NAM 6X6 W/ P.T. PLATE n I SLOPE / 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ,~ • ,p 1/2" AIR SPACE/ 4 1 0 • °4; 7 1 2" _ (WITH A NAILING PLATE IF NEEDED) • AT END AND a• ' •p - a• •' TO BE APROX. 1/2" OR HIGHER THAN GRADE a •z--a--''---u--'--: t t.t'•p ES OF WOOD _ 4p � STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS •°0 e °O •, •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. - - - - - s G MIN. y,e c ° •• t 4 A.. n• .° '4*�NOTCH BEAM FOR MUDSILL F REQUIRED -- MAXIMUM p p ° r-SUBFLOOR •� <I REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 0 0 • '� ° •0 •� REINFORCING BAR • s p,e•o >' ° II-II �OIST • . DRAIN TILE G� ►I 'F G • e - 12•' •e SHEET METAL / 30# FELT UNDER BEAM AT POINT • l�'n �•° - STFFI RFAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _ r• r 4 „� e•e 3., .rs • + TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. i r,•\, DRAWN: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: BEAM POCKET 7 C " '�4 JOB#: 10/7/2021 SHEET NUMBER: • A-9 =�_� op 'rah CODE:20201RC,2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 30004 KING STUDS CAPACITY. 2)NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED RAFTER CRIPPLE STUD 3)COMPACTION OF NEW FILL SHALL BEAT LFAST95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1S57).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE LEDGER FILL TESTED SY A PROFFESSIONAL AGENCY FOR COMPACTION. RIDGE HEADER DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be Nt ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS :D 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts m Girders on concrete piers shall be anchored with proper steel connectors anchored 0 into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER1 DESCRIPTION I APPLICATION ILOCATION JUSPNUMBERIDESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING ILOCATIONJUSP NUMBER1 DESCRIPTION I APPLICATION 2x6-2x8 I LS26 18ga.SLOPE HANGERI APPLY TO EACH RAFTERUEDGEJ ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGERI APPLY TO EACH RAFTER J LEDGE ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers MINIMUM _ and nuts at 16"o.c. ( q T11 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported O F^r1 J pported with hangers and anchors.Each Joist shall also be anchored �1 to girder(s). \ V Q F✓0 RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. O E� 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal W POST for any contact with ACQ. r, TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST G HANDRAIL NOTES: �i O WALL STUD WALL STUD o All required handrails shall be of one of the following types Q OPEN BALUSTER ATTACHED TO WALL r+� or provided equivalent graspability. `p HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION M U RAFTER TO PLATE/STUD CONNECTION 1).Type 1.a Handrails with circular cross section shall have ran ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater � F-+ OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a U RAFTER/PLAT RT15 TYDOWN ANCHOR POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE Pe g EACH RAFTER than dimension inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6.1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM - inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/S GIRDER/HEADER r-{ inch to a level that is not less than 1-3/4 inches below the r-i a-• tallest portion of the profile.The minimum width of the N 4J GIRDER/HEADER a handrail above the recess shall be 1-1/4 inches to a Cr) V OV o maximum of 2-3/4 inches.Edges shall have a minimum � Cf) V JOIST POST/COLUMN o o e radius of 0.01 inches. >< m o POST/COLUMN � O:0 V NAILING SCHEDULE Q r-+ Q cz w@ GIRDERIHEADER OOF JOINT DESCRIPTION NAIL NAIL NOTES p N00 \ lu CITY. SPACING �/ POST-TO-GIRDER/HEADER CONNECTION F•-I STRUCTURAL PANEL 8d AS PER TABLE 3.8 0 iV LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM.SBC 4 SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHORAPPLY TO EACH COLUMN �� L-, 'C ^� DECK/PORCH RAILING /-. LOCATION USP NUMBER DESCRIPTION APPLICATION ST-TO-G ER CONNECTION N 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER ROOF FRAMING: U rr-I {, � HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES ON � JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING tC00 RAFTER TO 8'WALL:3-8d COMMO EACH cV 0 V TOP PLATE 10'WALL:4-8d COMMOP I RAFTER TOENAIL O CEILING JOIST B'WALL:3-8d COMMOIN EACH G TO TOP PLATE 10'WALL:4-8d COMMOP I JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL W o COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL o WOOD JOIST .; BLOCKING 2-gd COMMON EACH TOE V TO RAFTER END NAIL RIM BOARD EACH END LEDGER a GIRDER/HEADER I CONCRETE PIER •• TO RAFTER 2-lbd COMMON END NAIL O WOOD JOIST WOOD JOIST ••�• WALL FRAMING: Qt • JOINT DESCRIPTION NAIL NAIL NOTES FLUSH JOISTS WITH HEADER/GIRDER QTY. SPACING DOUBLE 2x TOP PLATE TO PER N 2-16d COMMO FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT I1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS OR BEAM 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I 4-16d COMMO C° I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL TO ALLLOWOW FOR IF ABLE,SET FIR JOISTS S HIGHER THAN LVL HEADERS F SHRINKAGE. ROD II (2)BEAMS I PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED 11 STUD 2 16d COMMO O.C. NAIL FOR STU (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE I HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER V BOTTOMTOP OR TOP PIECE OF SIDING AND II PLATE TO STUD 3-16d COMMOt I PER 2x6 STUD NAIL W LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMOt I PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG.@16"OC STRINGER POST DECK FRAMING: A16• MINMUM aI TrIRu- END DI!TANCE BOLTS JOINT DESCRIPTION QTY SPACING NAIL NOTES JOIST TO:PB44 POST ' PER TOE ANcnoR 'a." n 4-8d COMMOls FLOOR FRAMING • PIER 6 TREAD e . MINIM M s SILL,TOP PLATE OR GIRDER JOIST NAIL ° ' o 'e e EN5 ANCE ° • 2x JOISTS BRIDGING EACH TOEGUIDE12"x12"xl2" 2-Sd COMMO t •o - . TO JOIST END NAIL ° CONC. REouB '•4: CONCRE E FOOTING +s•- +s•- +rs `� ,� f BLOCKING EACH TOE °a C TO JOIST END NAIL IS BLOCKING FOR JOIST HANGER ; �"to fF- 2f 2-Sd COMMO COIN P DECK PIER LAG BOLTS p CONC. C• PER PLAN PIER OLLOW COLUMN UPLIFT dy :,., . � SILL OR TOP PLATE BLOCK NAIL BLOCKING TO: EACH TOE DRAWN: 3'-0^ a=• '�' �,�� iP� 3-16d COMMO RIM JOIST/BD. Ls' a "+9, '.9, SIMPSON STRONG TIE MODEL STRRI/2 L }�/ , O• '(/y(� r.,,j}y""``k`r "p `ti LEDGERTO BEAM EACH FACE JOIST NAIL SCALE: e•• =4 INSTALL AS PER MANUFACTURE'S RECOMENOATIOhS DECK POST fTG.CONNECTION v ', ff��' '1� + .� 3•16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATIOP Y �`++•' JOIST ON LEDGER 3-8d COMMO PER TOE JOB#: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH F( ��' `�`rl Af !< TO BEAM JOIST NAIL 1 O/7/2021 DECK/PORCH LEDGER CONNECTION •�'�� 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH F< t / BAND JOIST 3-16d COMMOt PER END SHEET NUMBER: V I o TO JOIST JOIST NAIL BAND JOIST TO: PER 2-16d COMMO TOE NAIL SILL OR TOP PLATE FOOT 803.13 Interior Finish Requirements Based on Occupancy Interior wall and ceiling finish shall have a flame sprealindex not greater than that specified in Table 803.13 for the group and location designated.Interior wall and 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT ceiling finish materials tested in accordance with NFP\286 and meeting the acceptance criteria of Section 803.1.1.1,shall be permitted to be used where a Class A LOCATION AREA LOAD FACTOR ALLOWED classification in accordance with ASTM E84 or UL 72=is required. OFFICE 385.1 SF 1/100 4 TABLE 803.13 INTERIOR WAL:AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk APARTMENT 924.8 SF 1/200 5 SPRINKLERIDI NONSPRINKLERED TOTAL T 10 GROUP Interior exit stairways Corridors and Rooms and Interior exit stairways and Corridors andRooms and and ramps and exit enclosuie for exit enclosed ramps and exit enclosure for exit enclosed USE AND OCCUPANCY CLASSIFICATION PER CHAPTER 3, NYS BUILDING CODE access stairways b access stairways c passagewayss,b and amps spaces passagewaysa� and ramps spaces PLUMBING FIXTURE CALCULATIONS: 2902.1.1,2902.1 A-1&A-2 B B C A Ad Be A-3f,A-4,A-5 B B C A Ad C EXIT I ILLUMINATION J FIRE PROTECTION USE AND OCCUPANCY CLASSIFICATION: B,E,M,R-1 B [m c A B C LIGHTED EXIT SIGN GROUP R3 & B R-4 B C C A B B Q®r W/EMERGENCY LIGHTS F c c c B c c EMERGENCY LIGHTS TYPE 5 BUILDING H B B C9 A A B W/BATTERY BACK UP 1-1 B ` ` A B B REQUIRED 10 EGRESS AS PER SECT. 03 1-2 B B Bh-i A A B � FIRE EXTINGUISHER MIN. 1003, 1005 1-3 A AI C A A B ® SMOKE/CO DETECTOR 1-4 B B Bh•I A A B EXITS AS PER TABLE: 1006, 1007 R-2 C C C B B C R-3 C C C C C C N S C C C B B C INTERIOR FINISHES PER TABLE 803.13 NYS CODE O U No restrictions No restrictions Q Q For SI:1 inch=25.4 mm,1 square foot=0.0929 m2. DESIGN CRITERIA 5LDG, CODE NYS 2020 C U �" W a.Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES Z grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section803.15.1. EXT. BALCONIES 100 [--� b.In other than Group 1-3 occupancies in buildings less than three stories above grade plane,Class B interior finish for nonsprinklered buildings and DECKS 100 H O C Class C interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps. DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ALL FLOOR LOADS 100 U c.Requirements for rooms and enclosed spaces shall be based on spaces enclosed by partitions.Where afire-resistance rating is required for � � structural elements,the enclosing partitions shall extend from the floor to the ceiling.Partitions that do not comply with this shall be considered to STAIRS 100 be enclosing spaces and the rooms or spaces on both sides shall be considered to be one room or space.In determining the applicable GAURDRAILS (ANY DIRECTION) 200 U requirements for rooms and enclosed spaces,the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. EXPOSURE GATAGORY DESIGNED FOR C d.Lobby areas in Group A-1,A-2 and A-3 occupancies shall be not less than Class B materials. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION e.Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. (ROOF — FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE f.For places of religious worship,wood used for ornamental purposes,trusses,paneling or chancel furnishing shall be permitted. NAILING SCHEDULE SEE GENERAL NOTE PAGE CD EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r-' g.Class B material is required where the building exceeds two stories. Sym.: N v 5 FIRE PROTECTION I~ O h.Class C interior finish materials shall be permitted in administrative spaces. (SMOKE G02 DETECTORS) ® SEE FLOOR PLANS V i.Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION rn cn b j.Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access ENERGY CALCULATIONS GOMGHEGK 0 stairways and ramps. y, V� v k.Finish materials as provided for in other sections°`this code. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA v 1.Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. .5 0P. GROUND WIND SEISMIC FROST WINTER ICESHIELD `� " m � m.Corridors in ambulatory care facilities shall be provided with Class A or B materials. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD in U c, LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Cz 00 .fl in MODERATE SLIGHT TO N o ua 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 4 I EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK w SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR i 4 * 11 U WALKING AREAS 30 OR MORE ABOVE GRADE. p TOP OF WALL CONDITION 1 TOP OF WALL CONDITION 2 Extend to underside of sheathing Extend to underside of equivalent rated assembly WALL BETWEEN OCCUPANCIES Floor/Roof—' UL 301(USE WITH 3-1/2"BATT INSULATION) y, BC TABLE 721.1(2)RATED FIRE RESISTANCE WALLS,PARTITIONS [406 mm1 [406 mmj [4D6 mm1 Sheathing i ) ITEM:14-1.5 WOOD STUDS(CONTINUE TO ROOF SHEATHING INSTALL FIRE BLOCKING,FIRE COLLARS,FIRE CAULKING, E PENETRATION SEALS PER NYS BUILDING CODE,CHAPTER 7 ry ? > [ Ceiling membrane is Ceiling O a Vf +Y 1 , f r } r } ` , r .}; }t f Secure attachment to resist continuous through the 2"x 4"WOOD STUDS 16"ON CENTER WITH TWO LAYERS 5/8"TYPE X GYPSUM the loads of section 1607.15 intersection,unless WALLBOARDE EACH SIDE.BASE LAYERS APPLIED VERTICALLY AND NAILED WITH 6D (� otherwise allowed COOLERN OR WALLBOARDN NAILS AT 9"ON CENTER.FACE LAYER APPLIED VERTICALLY t!1 OR HORIZONTALLY AND NAILED WITH 81)COOLERN OR WALLBOARDN NAILS AT 7"ON x CENTER.FOR NAIL-ADHESIVE APPLICATION,BASE LAYERS ARE NAILED 6"ON CENTER. �l Fire partition FACE LAYERS APPLIED WITH COATING OF APPROVED WALLBOARD ADHESIVE AND NAILED 12"ON CENTER. x BOTTOM OF WALL CONDITION FLOOR SYSTEM (BASEMENT CEILING) Supported by rated floor essemWy UL L570(USE WITH 3-1/2"BATT INSULATION) BC TABLE 721.1(2)RATED FIRE RESISTANCE WALLS,PARTITI �—Floor ITEM:14-1.5 WOOD STUDS c M }, '1 TJI 11014"WOOD-1 JOISTS,SPACED 1.6"O.C. 23/32 PLYWOOD SUB FLOOR ,j�► } r 25GA.RESILIENT CHANNELS SPACEDI6"O.C. AA" ,,� ti :•—EXCEPTION 7 ,t`, DRAWN: Fire partition —i (2)LAYERS 5/8' TYPE-X SHEETROCK k Fire partition not required ': SCALE: extends to to extend to foundation t I / JOB#: foundation below when floor above the . , f ` 10/7/2021 Foundation crawlspace has min.1•hr rf ?.x ' ,}� ,f' �• SHEET NUMBER: fire-resistance rating A- 1 I