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HomeMy WebLinkAbout46161-Z �ouoSUEFa[��oo Town of Southold 10/25/2021 P.O.Box 1179 0 IV, _ 53095 Main Rd yi,Dl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42484 Date: 10/25/2021 THIS CERTIFIES that the building ALTERATION Location of Property: 14695 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-8-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2021 pursuant to which Building Permit No. 46161 dated 4/29/2021 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: alterations to existing dental office as applied for. The certificate is issued to NANK Holdings Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46161 9/21/2021 PLUMBERS CERTIFICATION DATED 10/4/20214ae Martin Othriz ignature ��o�So�Fotk�o TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46161 Date: 4/29/2021 Permission is hereby granted to: NANK Holdings Inc 886 W Jericho Tpke Smithtown, NY 11787 To: construct alterations to existing dental office as applied for. At premises located at: 14695 Route 25, Mattituck SCTM #473889 Sec/Block/Lot# 114.-8-5 Pursuant to application dated 3/4/2021 and approved by the Building Inspector. To expire on 10/29/2022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $928.00 CO-COMMERCIAL $50.00 1Total: $978.00 Building Inspector oF soUr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: NANK Holdings Inc Address: 14695 Route 25 city,Mattituck st: NY zip: 11952 Budding Permit#. 46161 section: 114 Block: 8 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RDM Electric Corp License No: 2506ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Commerical X Outdoor 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 17 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 56 CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling FanA Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 34 4'LED Exit Fixtures Pump Other Equipment: (5) X-ray Machines, 60A Sub 12 Circuits /7 Used Notes: Renovation of Dentist Office Inspector Signature: Date: September 21, 2021 S.Devlin-Cert Electrical Compliance Form ,S6jfr��l1 Town Hall Annex + �g OCTTeleFP (631)765-1802 54375 Main Road ? °z, I Q 7 202' F1)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • ` rx ' ^` �' BUILDINGEPT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN.OF SOUTHOLD p�9d CER-TIFIC.ATI-O-N Date_� Building-Permit No. Owner: MC1Me.1obUr( i_5 (Phease print) - _. -.-Plumber: K(�� .M��a�;N._ - - _ a_. n • 2.:. .. ..._ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sigriatiire)' -- Sworn to before me this day of-oc4-1_ _ , -- Notary P GC _ - Count C( LISA PFLIFF�R. ,A ' PUBLIC:STATE OF IVEW1' k K No.01PF6375678 Qualified in SUBoIi,County Commission Expires Mai 29,20 2ik .l 4 laF SO(/TyO�o H � I kl ! r/ W' l 14 f # TOWN OF SOUTHOLD BUILDING DEPT. co 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 elCODE LECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ VIOLATION [ ] PRE C/O REMARKS: �hk 045e'< DATEINSPECTOR _ � f r � SOUT�,o # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765.1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ j] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: DATE °� ?� INSPECTOR SOUlyol # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECrON [ ] -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 REMARKS: .. NM6VA 12 6 A, DATE 1_ '?o INSPECTOR �NOE soup, �# TOWN OF SOUTHOLD BUILDING-DEPT. �ycouun a 765-1802 INSPECTION- I FOUNDATION 1 ST [ ] OUGH PLBG. _[ ] FOUNDATION 2ND [V 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: c 0 QV-V( D TV, I n S• or t .P/L DATE �)111414 INSPECTOR SoUly0 L4 1 L4 /1,4 ` * # TOWN OF SOUTHOLD BUILDING DEPT. � • io - �yco , 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND. , [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] TIRE SAFETY INSPECTION [ ]' FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 5Dane� =c -VjfVAA,- L , Q- DATE Z INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPTE, °`ycuuam '' 765-1802 INSPECTION = '[ FOUNDATION 1ST Y�"�'"" [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ = ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) [ ] CODE VIOLATION ' [ ] PRE C/O REMARKS: DATE INSPECTOR 16 OF SOUIy� 7"V/- # �* TOWN OF SOUTHOLD BUILDING DEPT. ' cou765-1802 INSPECTION u [ ] 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: I� f rz,&C C&- Mello 60b czt.-w7 &&4 DATE ) INSPECTOR O�aOE SOUI�o! f h o _ # # TOWN OF SOUTHOLD BUILDING DEPT-. `ycourm 765.1802 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ j- FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [VI FINALCj0MM^(CZWl [ ] FIREPLACE`& CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- lCM9 It DATEINSPECTOR MANCINI ECFF � N/ E OCT 0 12021 ARCHITECTURE CONSTRUCTIONmulBUILDING DEPT, TOWN OF SOUTHOLD September 30, 2021 Town of Southold Building Department 54375 Main Road (NY-25) P.O. Box 1179 Southold, NY 11971 Attn: Mr. John Jarski Building Inspector Re: 14695 Main Road Mattituck, NY 11952 Dr. Kampourakis Dear Mr. Jarskl, This letter is to certify that the entire assembly of the manifold/tank room at 14695 Main Road, Mattituck NY 11952 meets the required fire-rating. If you have any questions or comments, please do not hesitate to call our office. Sincerely: ui, AIA NY Lib. #038170 l 222 Middle Country Road, Suite 314 Smithtown,New York 11787 Phone(631) 979-0104 Fax(631)979-3445 Email—Hr@manciniarchitecture.com . • , • m 1 • • ------------------------- FOUNDATION 1 ROM 16 k � i ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE i S Mu ff OT Eli R�''�w-x,,aADDITIOT&L COMMENTS 'I�� r NO i r TOWN OF SOUTHOLD—BUILDING DEPARTMENT € Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971- 0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION For Office Use only f PERMIT NO, Building Inspector: MAR - 4 2021 ppllc�yia�is ar c ar u laexfiilad 'u, ►�th fiirety tnccirm ile , °r,° �,--r :,-7. :aapplitat I ccepteWer �e `� rn ' w f is 1arrzat10, , r. " `s t ted: a ,. . _ VL. Date: 03 /02 /2021 ' �`y z;��;s� - ,,� ' .;�y�,N„�:sF` - ,s•a+�%,- ;�x {,3�`:�' a�,��" � '; � � �>R .p, P pPRTY: �. � � � naa.�zz xk� . "'3_3�X Name: NANK Holdings, Inc. SCTM# 1000-114.00-08.00-005.000 Project Address: 1.4695 Main Rd. Mattituck ,NY Phone#: 631-462-2810 Email: docmike2th@aoll.com - y Mailing Address: 886 W. Jericho T_pke., Smithtown,^ NY 1.1787_ _ ........... ....__ __.. _._.___ __.._.�._.._._.._ __..__. `�;;T'^."' .�„�.✓` `5.,�.,v"»'�«>•r��,,,�v'i� '-�Yc�3?�5��s" "'f v- Kr�,� a '� ..., y ��>�axs "`CONT��Ta)��Ip1'S®bt', , 7� � � ��,�, �.K',xsr�� , ��• �.�.> Name: Larry Buscemi MailingAddress: PO Box_679, "Mt.,.,$nai, NY 11>766 Phone#: 6,31-525-3959 -Email:„selectexpeditin„ g@gmail..,,com yAI�EF'e GNh yF. _OV.. .. !. Qlt� yF t>J” .v,•�` w. ...T,M -. � x� fti NOW ' Name: Mancini Mui Architecture MailingAddress: 222 Middle Country Rd. - Suite 314 Phone#: 631-979-0104 Email: info(@-manciniarchitecture.com 1A?QR 1FQ , T1#31V; <^ Name: Pending.,, Mailing Address: Phone#: Email: xv>xs...e:y:,,2rv. Vim% . T> „ �``.,. Wl . E r tti r:P oli�osl�uxcc��sTR ciriaW - ^ ,. . k iz ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes El No • 1 UtL ING DEPARTMENT- Electrical Inspector ��� '°✓y: ��' �� ) TOWN OF SOUTHOLD Town Hall�nnex - 54375 Main Road - PO Box 1179 JON 30 202, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 "! ,ur,r rcaern suUtholdtownny.gov - sea nda-southoldtownny.aov b APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - z Company Name: R. b tl-� E f Q Name: License No.: a 5o 6 email: r�E�T LRt , C-o�! Phone No: .Si- 33 g- 7681 request an email.copy of Certificate of Compliance Address.: , ,s'`l7 ,b,a 6- e- 5w,4t-r 1179' 7 JOB SITE INFORMATION (All Information Required) Name: k ' G 6— Address: I LI 6 Nt q. iV /2o.+h pl � AIV l 1 ?S L Cross Street: Af#10(6 A-V-P-- Phone No.: 63 _ Ll 6 z gib Bldg.Permit#: ( ( , j email: Tax Map District: 1000 Section: I ( L4 Block: D g Lot: ©p S BRIEF DESCRIPTION OF WORK (Please Print Clearly) cr Ra)opf Vii �oJJ ` AloS .f b-67- 1 L,'affili W Check All That Apply: Is job ready for inspection?: DYES 'ZNO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: w;l CA,11 A) exp 9844 jG, hoe 4 �,, �, k¢� O-C%) PAYMENT DUE WITH APPLICATION PAX040,—f . X31,67 b�Ue-IoS4 Electrical Inspection Form 2020.x1sx \0 C �a � � L(NP DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 elm JON , 3,6 2t, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 l Vii►. Wd��Utholdtownny.gov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: _ Z Company Name: R. tsfit,( E 1 e Name-.- License ame-.License No.: a go 6 email: C�E�T ���t�,,,( � co Phone No:6 33 8 7681 �9"request an email copy of Certificate of Compliance Address.:_ yo?7 b x*)6- Av e- Swe,4ftT !/7th 7 JOB SITE INFORMATION (All Information Required) Name: v k ' G t5- Address: Address: I Ll 6 . A4,+ iU 126.+b A 4c N 1 4S Cross Street: ,1401E AV Q,- Phone No.. ` BIdg.Permif#: f �" email: Tax Map.District:_ 1000 Section: (-L4, Block: C) Lot: ©p, s BRIEF DESCRIPTION OF WORK (Please Print Clearly) (�E cam_ �ta, *�- 12r)py+770-�J RGWwei IBX C.4- E i� Ti ev7" E Check All That Apply: Is job ready for inspection?: DYES [NNO ❑Rough In -❑Final Do you need a Temp Certificate?: DYES 0NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph , Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: w►c( C / Gy exp y JG1 hog Gr X', PAYMENT DUE WITH APPLICATION \°�\ Electrical Inspection Form 2020.xlsx 'b Ccs' a' `L 4 PERMIT# , s ress Switches r I s Outlets I GFI's Surface Sconces H H's UC Lt Fans l '� Fridge y HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator, Combo , „_ 'Cookfop -.Transfer AC� AH_ Hood, c .' = Service v _ Amps' Have' Used Special: Comments SYMBOL LEGEND El MONUMENT FND FIRE HYDRANT © GAS METER FE FENCE 0 I.P. /I B FND Q MANHOLE pw WATER METER MAS MASONRY IP. /IB SET EM "A"-INLET N GAS VALVE PLAT PLATFORM X0355 SPOT ELEVATIONS "B"-INLET pd WATER VALVE W W. WINDOW WELL _ TRAFFIC SIGNAL POLE "E"-INLET TEST HOLE B/W BAY WINDOW QD UTILITY POLE ® YARD INLET TREE C/E CELLAR ENTRANCE >— GUY WIRE ® YARD INLET SHRUB 0/H OVERHANG UTILITY POLE W/LIGHT ® CABLE TV BOX 0 BOLLARD R/O ROOF OVER LIGHT POLE A/C UNIT ♦ WETLAND FLAG L S A LANDSCAPED AREA SIGN ❑E ELECTRIC METER CANT CANTILEVER D C DEPRESSED CURB TAX LOT 7 N LAND N/F JOHN LOPER Z I D I FEN PLAS, om �y ry�r� p ..// FEN 6'STOCKADE FEN 0.1' 70 N74°07�30"E 89•/Cl +�6• ®.� FEN X0.3' P/S� 6'STOCKADE FEN �2.0' 3.7� R R T WALL (22°)_ M"AS PER WALL MIBER 8000. 0.3' I`-PACE 34$ O C) l� S PE AS > ° I M LINE R 8935.R i © DRIVEWAY ASPHALT TAX LOT Ag PACE 210 \ z \Ly� 10 i TAX LOT 5 Ot v I gy CONC FE ❑ E N 21' I z FTN II /----- I 5.8'-► �® GAR 0 6't 5 CLF RRT WALL �4.0' N © 3 3.0'� 20. 0? {y I00FRAME, 4y I GARAGE 9.5' I 20.3' ASPHALT DRIVEWAY GAR 0.3' TAX LOT 6 Q LAND NIP RONALD W SCRWEIZER RD & DOROTHY J. SCHWEIZER s.r — _ - --- --- — - - - I 1 IC/ 7I 1 30 5' -- �� 3 20.9,' _ TAJ!, LOT 4 - I1 R/0 O1 1 r 1, 1 11 in ' 7 �'z) I LAND N/F JAMES FIINSCH ,a � 1 2 STORY,' a3, ' 1 STORY I FRAME _ aZ 1 RESIDENCE N o Q 1' #14695 H a II i ZO 1 212' 0, 29.1' 16.5' Q 61' SCb 1,\ DRV A \ r• ® ® / 1 w - FNO �O ' REgpR RV — SPNPLj pSP �� DCON�t,�WrALK 1 >• DRV 3i• 94 oil 1 30 00 4 $57°��'� E OF Pp RENS pLZ ����— EDc o /� D LOT AREA SAD- I pSPtA _ �} 21,051.73 S.F. MAIN ROvTE 26) 0.48 AC. (N Y(66' WIDE) NANK HOLDINGS, INC. GRAPHIC SCALE FIDELITY NATIONAL TITLE 30 0 15 30 INSURANCE COMPANY TD BANK, N.A., ISAOA/ATIMA ( IN FEET ) f 1 inch = 30 ft. *� -ALHICE LAND JscC91, SP .C. SURVEY OF PROPERTYUR � N SITUATE � S ® t1 � ® 1 11 � MATTITUCK, TOWN OF SOUTHOLD 99-io5 West Hoffman Avenue, Lindenhurst, New York 11757 `V 6 - 4 Email MJScahce@a m}slandsurvey com Phone 631-957-240o F ax-631-226-2400 SUFFOLK COUNTY, NEW YORK CF�sC, DR.:MC CREW.:AL SCALE: 1" = 30' SUFFOLK TAX MAP NO. 1ANO 1000-114.00-08.00-005.000 DATE SURVEYED: 01/29/2019 JOB No.S19-0134 (1)UNAUTI10R12ED 4LTEAATON OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUB-DMSION 2,OF NEW YORK STATE EDUCATION LAW (2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS ORIGINAL WORK AND OPINION (3j CERTFlGATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EKISBNG CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSIITUTION LISTED ON THIS BOUNDARY SURVEY MAP (4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE (5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS IXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY (6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNES ARE FOR SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PVJHTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION (7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY (8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED 4 I cOMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC JUL 2 2021 Project Title: Location: Mattituck, New York Climate Zone- 4a DIT 77 TVMG, D;11,'r, Project Type: Alteration ,. T Vertical Glazing/Wall Area 15% Construction Site: Owner/Agent. Designer/Contractor: 14695 Main Road Mancini Mw Architecture Mancini Mui Architecture Mattituck, NY 11952 222 Middle CountryRoad 222 Middle Country Road Suite 314 Suite 314 Smithtown, NY 11787 Smithtown, NY 11787 631-979-0104 631-979-0104 info@manciniarchitecture.com info@manciniarchitecture.com Building Area Floor Area 1-Office• Nonresidential 1960 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC EAST Exterior Wall 1 Wood-Framed,16"o.c.,[Bldg.Use 1 -Office], --- --- --- --- --- --- Exemption:Framing cavity not exposed. Bathroom Awning Vinyl/Fiberglass Frame-Operable,Other, --- --- 0.280 0.310 0 450 0 357 Operable,Operable,[Bldg.Use 1 -Office] Bay Window Vinyl/Fiberglass Frame:Operable,Other,Operable, --- --- 0 280 0 310 0.450 0 357 Operable,[Bldg Use 1 -Office] Oval:Vinyl/Fiberglass Frame:Fixed;Clear, Fixed,Fixed,[Bldg. --- 0 280 0 310 0 380 0 357 Use 1 -Office] (a) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this perms application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Versio 4,1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. POYIill f G Mui - Af d Name- ' lesin Date Project Title: Report date: 06/30/21 Data filename- X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck—Dr. Page 1 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck - yl COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information '" Energy Code: r•..;.� ,. 20181ECC` Project Title. Project Type Alteration J Construction Site Owner/Agent Designer/Contractor 14695 Main Road Mancini Mui Architecture Mancini Mw Architecture Mattituck, NY 11952 222 Middle Country Road 222 Middle Country Road Suite 314 Suite 314 Smithtown, NY 11787 Smithtown, NY 11787 631-979-0104 631-979-0104 info@manciniarchitecture,com info@manciniarchitecture.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Office 1960 079 1548 Total Allowed Watts= 1548 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Office(1960 sq.ft.l 2X4 LED Panels-LED Panel 40W: 1 4 40 160 Hi Hats Other: 1 38 20 760 Sconce.Other 1 2 20 40 —Chandelier-Other* 1 3 20 60 Total Proposed Watts= 1020 !Interior Lighting PASSES, Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in Mcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklis . e-)nq MU\ -Afchitim+ Name-Title Sign ure Dat Project Title: Report date: 06/30/21 Data filename- X•\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 2 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck - COMcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Location: Mattituck, New York Climate Zone- 4a 'Project Type: Alteration Construction Site Owner/Agent: Designer/Contractor: 14695 Main Road Mancini Mui Architecture Mancini Mui Architecture Mattituck, NY 11952 222 Middle Country Road 222 Middle Country Road Suite 314 Suite 314 Smithtown, NY 11787 Smithtown;,NY 11787 631-979-0104 631-979-0104, info@manciniarchitecture.com, info@mananiarchitecture.com Mechanical Systems List Quantity System Type&Description 1 HVAC System,(Single Zone): Heating-1 each-Central Furnace,Gas,Capacity=50 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80 00%Et or 80%AFUE Cooling:1 each-Split System,Capacity=18 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception None Proposed Efficiency=13.00 SEER,Required Efficiency: 13.00 SEER Fan System. None Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version .5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. P699 Mvl - Archrfec� 1,61120 2 NameTitle Sig ur - Date ' l Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck-Dr. Page 3 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck J COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section 2 ` # Plan Review Complies? Comments/Assumptions.. &_Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PR1]1 'information with which compliance ;❑Does Not ;can be determined for the building envelope and document where �❑Not Observable exceptions to the standard are ,❑Not Applicable claimed. C103.2 :Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR2]1 calculations provide all information T❑Does Not ;with which compliance can be ;determined for the mechanical :❑Not Observable systems and equipment and 1INot Applicable ; :document where exceptions to the 'standard are claimed. Load calculations per acceptable ;engineering standards and handbooks. C103.2 Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR4]1 calculations provide all information E❑Does Not ;with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment :❑Not Applicable and document where exceptions to ,the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and :control devices. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies Requirement will be met. [PR10]1 �percent of the gross above-grade wall :❑Does Not ;area. UNot Observable; ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies ;Requirement will be met. [PR1111 :gross roof area. ;❑Does Not ❑Not Observable; ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Draw!ngs\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 4 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Section . # Plan Review' complies? Comments/Assumptions ::Be,Req.lD, ° C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies ;Exception: Requirement does not apply. [PR14]1 :directly under a roof with ceiling !❑Does Not ;heights >15 ft. and used as an office, ; ;lobby, atrium, concourse, corridor, :❑Not Observable ;storage, gymnasium/exercise center, ;❑Not Applicable r convention center, automotive ,service, manufacturing, non- ; refrigerated warehouse, retail store, distribution/sorting area, ;transportation, or workshop,the ; following requirements apply: (a)the daylight zone under skylights is>_ half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture I >= 1 percent. Additional Comments/Assumptions: [1-High Impact(Tier 1) "2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Report date: 06/30/21 Data filename- X•\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck Dr Page 5 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck J Section ' Footing/Foundation Inspection Complies? Comments/Assumptions &Re .ID ' C303.2.1 !Exterior insulation protected against ❑Complies ;Requirement will be met. [FO6]1 damage, sunlight, moisture, wind, ;❑Does Not ;landscaping and equipment maintenance activities. ;❑Not Observable; ❑Not Applicable C403.12.2 Snow/ice melting system and freeze ;❑Complies !Exception: Requirement does not apply. protection systems have sensors and ;❑Does Not C403.12.3{controls configured to limit service for ;❑Not Observable [F09]3 {pavement temperature and outdoor ❑Not Applicable temperature.future connection to pP controls. Additional Comments/Assumptions: f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 6 of 16 Kampourakis\Project Data\Building D'ata\14695MainRoad_20210630.cck Section #. Framing/Rough-in.Inspection Complies? Comments/Assumptions &'Req.ID C303.1.3 Fenestration products rated in ;❑Complies ;Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ;❑Not Observable 1.ElNot Applicable C303.1.3 !Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 :to performance labels or certificates ;❑Does Not provided. '❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values [FR10]1 E❑Does Not ❑Not Observable; ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ' ;❑Does Not 4 ' [FR8]1 ;❑Not Observable ❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies ;Requirement will be met. [FR16]1 ;continuous air barrier that is sealed in :❑Does Not an approved manner and either constructed or tested in an approved ;❑Not Observable I manner.Air barrier penetrations are ;❑Not Applicable ; ;sealed in an approved manner. C402.5.2, Factory-built fenestration and doors ;❑Complies ;Requirement will be met. C402.5.4 I are labeled as meeting air leakage ;❑Does Not [FR18]3 ;requirements. } ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date- 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 7 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck 1 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions &Req.ID C404.5, Heated water supply piping conforms :❑Complies :Requirement will be met. C404.5.1, to pipe length and volume ;❑Does Not C404.5.2 E requirements. Refer to section details. ; [PL6]3 ❑Not Observable ❑Not Applicable ; C404.6.3 (Pumps that circulate water between a ;❑Complies :Requirement will be met. [PL7]3i heater and storage tank have controls T❑Does Not that limit operation from startup to <= 5 minutes after end of heating ;❑Not Observable cycle. ;❑Not Applicable ; C404.7 Demand recirculation water systems ;❑Complies ;Requirement will be met. [PL8]3 have controls that start the pump ;❑Does Not upon receiving a signal from the ; action of a user of a fixture or �❑Not Observable !appliance and limits the temperature ❑Not Applicable of the water entering the cold-water ; piping to 104°F. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Report date: 06/30/21 Data filename: K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 8 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 {Thermally ineffective panel surfaces of;❑Complies :Requirement will be met. [ME41]3 sensible heating panels have :❑Does Not insulation >= R-3.5. I❑Not Observable ❑Not Applicable C402.5.5, Stair and elevator shaft vents have ;❑Complies ;Exception. Requirement does not apply. C403.2.4. motorized dampers that automatically :❑Does Not 3 close. Refernece section C403.7.7 for ; [ME3]3 ;operational details. E❑Not Observable; ;❑Not Applicable J I I C403.7.7 Outdoor air and exhaust systems have;❑Complies !Requirement will be met. [ME58]3 motorized dampers that automatically E❑Does Not shut when not in use and meet maximum leakage rates. Check ;❑Not Observable ;gravity dampers where allowed. :,❑Not Applicable Reference section language for operational details. C403.11.3 HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME61]2 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is protected from damage and is ;❑Not Observable provided with shielding from solar ;❑Not Applicable ; radiation, C403.8.1 HVAC fan systems at design ❑Complies ;Requirement will be met. [ME65]3 conditions do not exceed allowable 1❑Does Not ;fan system motor nameplate hp or fan See the Mechanical Systems list for values. isystem bhp. ❑Not Observable; ❑Not Applicable C403.8.3 r Fans have efficiency grade (FEG) >_ ;❑Complies ;Requirement will be met. [ME117]2 67.The total efficiency of the fan at :.❑Does Not the design point of operation <= 15% of maximum total efficiency of the bNot Observable fan. ;❑Not Applicable C403.12.1 p Systems that heat outside the building;❑Complies :Exception: Requirement does not apply. [ME71]2 envelope are radiant heat systems E❑Does Not controlled by an occupancy sensing i device or timer switch. ❑Not Observable ;❑Not Applicable ; C403.2.3 HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values. [ME55]z I❑Does Not ;❑Not Observable ❑Not Applicable C403.2.2 ;,Natural or mechanical ventilation is ;❑Complies ;Requirement will be met. [ME59]1 :provided in accordance with ;❑Does Not International Mechanical Code Chapter 4. Mechanical ventilation has ;❑Not Observable I capability to reduce outdoor air supply 1E]Not Applicable ;to minimum per IMC Chapter 4. C403.7.1 :Demand control ventilation provided ;❑Complies ;Exception: Requirement does not apply. [ME59]1 for spaces >500 ft2 and >25 ;❑Does Not people/1000 ft2 occupant density and served by systems with air side I❑Not Observable economizer, auto modulating outside ;❑Not Applicable ; ;air damper control, or design airflow >3,000 cfm. C403.7.2 �J Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. [ME115]3 i has automatic contaminant detection E❑Does Not and capacity to stage or modulate ❑Not Observable ,fans to 50%or less of design capacity. ;❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 9 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck J Section # Mechanical Rough-in Inspection Complies? Comments/Assumptions & Re AD C403.7.6 t HVAC systems serving guestrooms in ;❑Complies ;Exception: Requirement does not apply. [ME141]3 Group R-1 buildings with > 50 ;❑Does Not guestrooms: Each guestroom is ❑Not Observable; provided with controls that z automatically manage temperature ❑Not Applicable setpoint and ventilation (see sections J C403.7.6.1 and C403.7.6.2). C403.7.4 ;.Exhaust air energy recovery on !❑Complies ;Requirement will be met. [ME57]1 !systems meeting Table C403.7.4(1) :❑Does Not and C403.7.4(2). :❑Not Observable 1 ❑Not Applicable C403.7.5 ;Kitchen exhaust systems comply with ;❑Complies ;Exception: Requirement does not apply. [ME116]3 }replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ;❑Not Observable exhaust rate criteria. ;❑Not Applicable C403.11.i HVAC ducts and plenums insulated in ;❑Complies ;Requirement will be met. accordance with C403.11.1 and ;❑Does Not C403.11.2 constructed in accordance with ❑Not Observable; [ME60] C403,11.2,verification may need to , occur during Foundation Inspection. :❑Not Applicable 1 C403.4,1. Heating for vestibules and air curtains ;❑Complies ;Exception: Requirement does not apply. 4with integral heating include ;❑Does Not [ME63]2 tiiii4 automatic controls that shut off the ; heating system when outdoor air ❑Not Observable temperatures >45F.Vestibule ❑Not Applicable heating and cooling systems ; k controlled by a thermostat in the 1 ! vestibule with heating setpoint<_ 60F and cooling setpoint>= 80F. C403.3.3 ;Hot gas bypass limited to: <=240 ;❑Complies ;Requirement will be met. [ME35]1 kBtu/h-50%>240 kBtu/h-25% 1❑Does Not ❑Not Observable; ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ;❑Complies ;Requirement will be met. 1 have means for air balancing. ;❑Does Not [ME53]3 ;❑Not Observable; ❑Not Applicable C403.5, f Refrigerated display cases, walk-in ;❑Complies :Exception: Requirement does not apply. C403,5.1, I coolers or walk-in freezers served by :❑Does Not C403.5.2 ),remote compressors and remote ; [ME123]3 !condensers not located in a :❑Not Observable ,condensing unit, have fan-powered !❑Not Applicable ; condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck Dr. Page 10 of 16 Kampourakis\Project Data\Budding Data\14695MainRoad_20210630.cck Section # Rough-ln Electrical Inspection Complies? Comments/Assumptions & Reci.ID C405.2.2. ;Spaces required to have light- ;❑Complies ;Requirement will be met. 2 reduction controls have a manual ;❑Does Not [EL22]1 ;control that allows the occupant to reduce the connected lighting load in ;❑Not Observable ;a reasonably uniform illumination ;❑Not Applicable pattern >= 50 percent. C405.2.1, ;Occupancy sensors installed in ;❑Complies ;Requirement will be met. C405.2.1. classrooms/lecture/training rooms, ;❑Does Not 1 conference/meeting/multipurpose [EL18]1 rooms, copy/print rooms, ❑Not Observable lounges/breakrooms, enclosed offices, ❑Not Applicable ; open plan office areas, restrooms, storage rooms, locker rooms, :warehouse storage areas, and other ;spaces <=300 sgft that are enclosed ; by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 ;for open plan office spaces. C405.2.1. :Occupancy sensors control function in ;❑Complies ;Exception: Requirement does not apply. 2 warehouses: In warehouses,the ;❑Does Not [EL19]1 :lighting in aisleways and open areas is ;controlled with occupant sensors that :❑Not Observable; automatically reduce lighting power ;❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors ; control lighting in each aisleway :independently and do not control ;lighting beyond the aisleway being ; controlled by the sensor. j C405,2.1. ;Occupant sensor control function in ;❑Complies ;Requirement will be met. 3 open plan office areas: Occupant ;❑Does Not [EL20]1 ;sensor controls in open office spaces >= 300 sq.ft. have controls 1) ;❑Not Observable configured so that general lighting can j❑Not Applicable be controlled separately in control ; ;zones with floor areas<= 600 sq.ft. ; within the space, 2) automatically turn ;.off general lighting in all control zones ; ;within 20 minutes after all occupants ; have left the space, 3) are configured ; ;so that general lighting power in each control zone is reduced by>= 80%of ;the full zone general lighting power ;within 20 minutes of all occupants ; leaving that control zone, and 4) are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy ;for the same area is detected. C405,2.2, n Each area not served by occupancy ❑Complies Requirement will be met. C405.2.2. sensors (per C405.2.1) have time- j❑Does Not 1, >switch controls and functions detailed C405.2.2, f in sections C405.2.2.1 and C405.2.2.2. ❑Not Observable 2 ;❑Not Applicable [EL21]z G ' r 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date- 06/30/21 Data filename: K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 11 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Section. #. Rough=ln Electrical'Inspection Complies? Comments/Assumptions & Req.ID C405.2.3, Daylight zones provided with ;❑Complies ;Requirement will be met. C405.2.3. "individual controls that control the :❑Does Not 1, lights independent of general area ❑Not Observable C405.2.3. lighting.See code section C405.2.3 ; 2 Daylight-responsive controls for ;❑Not Applicable [EL•23]2 applicable spaces, C405.2.3.1 Daylight; responsive control function and ; section C405.2.3.2 Sidelit zone. C405.2.4 ;Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL26]1 ;specific uses installed per approved j❑Does Not lighting plans. ;❑Not Observable ;❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL27]1 allowed for special functions per the ;❑Does Not ;approved lighting plans and is automatically controlled and ❑Not Observable ;separated from general lighting. ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies 'Requirement will be met. [EL6]1 face. ;❑Does Not ❑Not Observable; ;❑Not Applicable C405.6%, Low-voltage dry-type distribution ;❑Complies ;Requirement will be met. [EL26]2 electric transformers meet the ;❑Does Not 5 minimum efficiency requirements of '❑ Table C405.6. Not Observable; :,F-]Not Applicable C405.7 Electric motors meet the minimum ;❑Complies ;Requirement will be met. [EL27]2 i efficiency requirements of Tables ;❑Does Not C405.7(1)through C405.7(4). Efficiency verified through certification;❑Not Observable under an approved certification ;❑Not Applicable program or the equipment efficiency ; ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, Escalators and moving walks comply ;❑Complies ;Exception: Requirement does not apply. C405.8.42. @with ASME A17.1/CSA B44 and have E❑Does Not 1 automatic controls configured to [EL28]2 reduce speed to the minimum 1❑Not Observable; permitted speed in accordance with ;:F-]Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 Total voltage drop across the ;❑Complies ;Requirement will be met. [EL29]2 combination of feeders and branc 1 ❑Does Not circuits <= 5%. ;❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Draw!ngs\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 12 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Section # insulation Inspection„ Complies?, Comments/Assumptions, &�Req.ID C303.1 Building envelope insulation is labeled ;❑Complies :Requirement will be met. [IN10]2with R-value or insulation certificate ;❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable ; C303.2 .;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 per manufacturer's instructions. ;F-]Does Not ❑Not Observable ❑Not Applicable C303.2.1 - Exterior insulation is protected from ;❑Complies ;Requirement will be met. [IN14]2 ; damage with a protective material. :❑Does Not _ Verification for exposed foundation ; insulation may need to occur during ;❑Not Observable „Foundation Inspection. ;❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with :❑Does Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable: ❑Not Applicable C402,2.6 ;Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [IN18]3, "components, designed for heat ❑Does Not transfer from the panel surfaces to the; occupants or indoor space are :❑Not Observable insulated with a minimum of R-3.5. .❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies :Requirement will be met. 1 building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, gasketed, weather stripped or wrapped with moisture vapor- ;❑Not Observable permeable wrapping material to ;❑Not Applicable ; minimize air leakage. ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 13 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Section # Final Inspection Complies? Comments/Assumptions & Req.iD . C303.3, ",Furnished O&M instructions for ;❑Complies ;Requirement will be met. C408.2.5. systems and equipment to the ;❑Does Not 2 building owner or designated [FI17]3 ;representative. ;❑Not Observable; ❑Not Applicable C303.3, ;Furnished 0&M manuals for HVAC ;❑Complies ;Requirement will be met. C408.2.5, tisystems within 90 days of system ❑Does Not [FI8]3 ;acceptance. ;❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal ;❑Complies ;Requirement will be met. [F]26]3 i envelope to limit infiltration and be IC :,❑Does Not rated and labeled.Seal between interior finish and luminaire housing. j❑Not Observable ❑Not Applicable C403.2.2 ;HVAC systems and equipment ;❑Complies Requirement will be met. [FI27]3 ;capacity does not exceed calculated ;❑Does Not loads. ❑Not Observable; ❑Not Applicable C403.2.4. ;Heating and cooling to each zone is ;❑Complies ;Requirement will be met. 1 ;controlled by a thermostat control. UDoes Not [FI47]3 Minimum one humidity control device ;per installed ;❑Not Observable: humidification/dehumidification :❑Not Applicable system. ; C403.4.1. Thermostatic controls have a 5 °F ;❑Complies :Requirement will be met. 2 ;deadband. ;❑Does Not [FI38]3 I ;❑Not Observable; { ;❑Not Applicable C403,2.4. ;Temperature controls have setpoint ;❑Complies ;Requirement will be met. 1.3 !overlap restrictions. ;❑Does Not [FI20]3 ;❑Not Observable ❑Not Applicable C403.2.4. 5 Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 ;controls using automatic time clock or :❑Does Not [FI39]3 ;programmable control system. ,❑Not Observable { ;❑Not Applicable C403.2.4 ;Automatic Controls: Setback to 55°F ;❑Complies ;Requirement will be met. 2.1, (heat)and 85°F (cool), 7-day clock, 2- 1❑Does Not C403.2.4. ,hour occupant override, 10-hour 2.2 ;backup ;❑Not Observable; ,[F]40]3 ;❑Not Applicable ; C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values [F]18]1 !lighting power is consistent with what ❑Does Not ;is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed ;❑Not Applicable watts. C408.1.1 ;Building operations and maintenance ;❑Complies ;Requirement will be met. [F[57]1 documents will be provided to the E❑Does Not ;owner. Documents will cover `manufacturers' information, T❑Not Observable specifications, programming �❑Not Applicable ; procedures and means of illustrating ; ;to owner how building,equipment and: ; :systems are intended to be installed, maintained, and operated. 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename: X•\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 14 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck 4 Section # Final Inspection Complies? Comments/Assumptions & Rege1D C408.2.1 :Commissioning plan developed by ;❑Complies Requirement will be met. [F]28]1 ;registered design professional or ;❑Does Not approved agency. ❑Not Observable; ❑Not Applicable j C408.2.3. ;HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 ensure proper operation. ;❑Does Not [F131]1 ;❑Not Observable ❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies ;Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 :calibration and adjustment of controls. ❑Not Observable; ❑Not Applicable C408.2.4 :Preliminary commissioning report ;❑Complies ;Requirement will be met. [F]29]1 completed and certified by registered !❑Does Not design professional or approved .agency. ❑Not Observable; ❑Not Applicable C408.2.5. ?Furnished HVAC as-built drawings ;❑Complies ;Requirement will be met. 1 submitted within 90 days of system :❑Does Not [F]7]3 ;acceptance. ;❑Not Observable; ❑Not Applicable C408.2.5. ;Furnished as-built drawings for ❑Complies ;Requirement will be met. 1 }electric power systems within 90 days E❑Does Not [F]16]3 �of system acceptance. i❑Not Observable; ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ;Requirement will be met. 3 balancing report is provided for HVAC :❑Does Not [F143]1 systems. �❑Not Observable; ❑Not Applicable C408.2.5. ;Final commissioning report due to ;❑Complies ;Requirement will be met. 4 building owner within 90 days of ❑Does Not [F]30]1 ;receipt of certificate of occupancy. ; ❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies ;Requirement will be met. [F133]1 ensure proper calibration, adjustment, :❑Does Not ;programming, and operation. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/30/21 Data filename. K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 15 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck Project Title: Report date 06/30/21 Data filename: K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 16 of 16 Kampourakis\Project Data\Building Data\14695MainRoad_20210630.cck COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Titles Location: Mattltuck, New York /♦''''`tip " Climate Zone: 4a Project Type: Alteration Vertical Glazing/Wall Area- 15% Construction Site: Owner/Agent: Designer/Contractor: 14695 Main Road Mancini Mui Architecture Mancini Mui Arc'hitecture` Mattituck, NY 11952 222 Middle Country Road 222 Middle Count"'Road Suite 314 Suite 314 _ Smithtown, NY 11787 Smithtown, NY 11787 631-979-0104 631-979-0104 info@manciniarchitecture.com info@manciniarchitecture.com Building Area Floor Area 1-Office: Nonresidential 1960 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC EAST Exterior Wall 1•Wood-Framed, 16"o c,[Bldg.Use 1 -Office], --- --- --- --- --- --- Exemption:Framing cavity not exposed Custom OP 1:Vinyl/Fiberglass Frame:Operable,Other, --- --- 0 380 0.360 0.450 0.357 Operable,Operable,[Bldg.Use 1 -Office] Custom OP 2:Vinyl/Fiberglass Frame:Operable,Other, --- --- 0.380 0 360 0 450 0.357 Operable,Operable,[Bldg.Use 1 -Office] Custom OP 3.Vinyl/Fiberglass Frame.Operable,Other, -- --- 0.380 0.360 0 450 0 357 Operable,Operable,[Bldg.Use 1 -Office] Custom OP 4•Vinyl/Fiberglass Frame.Operable,Other, --- 0.380 0.360 0 450 0 357 Operable,Operable,[Bldg.Use 1 -Office] Custom OP 5.Vinyl/Fiberglass Frame:Operable,Other, --- --- 0.380 0.360 0 450 0 357 Operable,Operable,[Bldg.Use 1 -Office] Bathroom Awning:Vinyl/Fiberglass Frame:Operable,Other, --- --- 0.280 0 310 0.450 0.357 Operable,Operable,[Bldg.Use 1 -Office] Bay Window-Vinyl/Fiberglass Frame:Operable,Other,Operable, --- --- 0.280 0.310 0.450 0 357 Operable,[Bldg.Use 1 -Office] (a) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Report date: 03/02/21 Data filename. X:\01 MAD Drawings\Autocad Draw!ngs\Commercial\PO2019_14695 Main Road Mattituck_Dr. Page 1 of 17 Kampourakis\Project Data\Building Data\14695MainRoi_d.cck Envelope Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project 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 designed to meet the 2018 IECC requirements in COMcheck Version 4.1. . and to comply with any applicable mandatory requir ents listed in the Inspection Checklist. 6 /QG U Z Z Name Ti E� AqC Signa e Date �5 -P O NG t� S/X 038170 �Op Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 2 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code 2018 IECC Project Title: Project Type: Alteration Construction Site: Owner/Agent Designer/Contractor- 14695 Main Road Mancini Mui Architecture Mancini Mui Architecture Mattituck, NY 11952 222 Middle Country Road 222 Middle Country Road Suite 314 Suite 314 Smithtown, NY 11787 Smithtown, NY 11787 631-979-0104 631-979-0104 info@manciniarchitecture.com info@manciniarchitecture.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Office 1960 0.79 1548 Total Allowed Watts= 1548 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Office(1960 sq.ft.) 2X4 LED Panels LED Panel 40W 1 17 40 680 Hi Hats:Other: 1 26 20 520 Total Proposed Watts= 1200 PASSESInterior Lighting Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consisterit_with-the building plans, specifications, and other calculations submitted with this permit application.The proposeo'Aerlor`lighfing systems have been designed to meet the 2018 IECC requirements in OMcheck Version 4.1.5.1 and to fombly with,,any applicable mandatory requirements listed in the Inspection Checklis `'` ot Na e-Title Si ur Date ; ,GRED ARC \5� .PONG ft?�C'r -l�J Q MGA tiC cp �'9j• 0381-0 QQ� FOF fVE�� Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 3 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck COMcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Information Energy Code 2018 IECC Project Title Location. Mattituck, New York Climate Zone 4a Project Type: Alteration Construction Site, Owner/Agent- Designer/Contractor. 14695 Main Road Mancini Mui Architecture Mancini Mui Architecture Mattituck, NY 11952 222 Middle Country Road 222 Middle Country Road Suite 314 Suite 314 Smithtown, NY 11787 Smithtown, NY 11787 631-979-0104 631-979-0104 info@manciniarchitecture.com info@manciniarchitecture.com Mechanical Systems List Quantity System Type&Description 1 HVAC System(Single Zone)- Heating-1 each-Central Furnace,Gas,Capacity=50 kBtu/h Proposed Efficiency=80.00%Et, Required Efficiency. 80 00%Et or 80%AFUE Cooling.1 each-Split System,Capacity=18 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception None Proposed Efficiency=13 00 SEER,Required Efficiency. 13.00 SEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4 .1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. n Al 9 ZLzl Name-Title Signa e Date ED Aq�,°�� �5 pOR9G ,�► 5f U� 1 03817 40 FOF N�� Project Title: Report date: 03/02/21 Data filename: K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019_14695 Main Road Mattituck—Dr. Page 4 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assum,ptions Sc Re .ID C103.2 ;Plans and/or specifications provide all ;❑Complies :Requirement will be met. [PR1]1 ;information with which compliance ;❑Does Not ;can be determined for the building ; envelope and document where ❑Not Observable exceptions to the standard are {❑Not Applicable claimed. C103.2 Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR2]1 :calculations provide all information ❑Does Not ;with which compliance can be ;determined for the mechanical ❑Not Observable; :systems and equipment and �11]Not Applicable document where exceptions to the ; standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 I Plans, specifications, and/or ;❑Complies Requirement will be met. [PR4]1 calculations provide all information ;❑Does Not with which compliance can be determined for the interior lighting :❑Not Observable and electrical systems and equipment �❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include interior j ;lighting power calculations, wattage of; ; bulbs and ballasts,transformers and ; control devices. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met. [PR10]1 :percent of the gross above-grade wall :❑Does Not ;area. ❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies ;Requirement will be met. [PR11]1 gross roof area. ;❑Does Not ❑Not Observable; ❑Not Applicable 1, High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename. X.\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 5 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Plan Review Complies? Comments/Assumptions &Req.ID C402.4.2 ;In enclosed spaces > 2,500 ft2 ❑Complies Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ;❑Does Not heights>15 ft. and used as an office, ;lobby, atrium, concourse, corridor, :❑Not Observable storage, gymnasium/exercise center, ;❑Not Applicable convention center, automotive ,service, manufacturing, non- ; refrigerated warehouse, retail store, j distribution/sorting area, ; ;transportation, or workshop,the ; following requirements apply: (a)the daylight zone under skylights is>_ half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a ; minimum skylight effective aperture >= 1 percent. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date. 03/02/21 Data filename: X.\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 6 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section' # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 :damage,sunlight, moisture,wind, !❑Does Not landscaping and equipment ; maintenance activities. ❑Not Observable ❑Not Applicable C403.12.2 Snow/ice melting system and freeze ;❑Complies ;Exception: Requirement does not apply. protection systems have sensors and ❑Does Not C403.12.3;controls configured to limit service for [FO9]3 ;pavement temperature and outdoor ;❑Not Observable ytemperature.future connection to :❑Not Applicable controls. Additional Comments/Assumptions: 11 High Impact(Tier 1) 1-2 1 Medium Impact(Tier 2) 1, 3 1 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck Dr. Page 7 of 17 Kampourakis\Project Data\Building Data\14695MamRoad.cck Section # Framing/Rough=ln Inspection Complies? Comments/Assumptions &Req.ID C303:1.3 Fenestration products rated in ;❑Complies Requirement will be met. [FR12]� accordance with NFRC. ❑Does Not ❑Not Observable; ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 to performance labels or certificates ;❑Does Not provided. '❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ;❑Does Not '❑Not Observable j❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 ;❑Not Observable; [FR8]1 :❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies ;Requirement will be met. [FR16]1 :continuous air barrier that is sealed in �❑Does Not an approved manner and either ❑Not Observable constructed or tested in an approved , manner.Air barrier penetrations are ❑Not Applicable ;sealed in an approved manner. C402.5.2, 'Factory-built fenestration and doors ;❑Complies ;Requirement will be met. C402.5.4 are labeled as meeting air leakage ;❑Does Not [FR18]3 1i requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Draw!ngs\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck Dr. Page 8 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ;❑Complies :Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 ;requirements. Refer to section details. [PL6]3 ❑Not Observable; ❑Not Applicable r C404.6.3 }Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 heater and storage tank have controls :❑Does Not ;that limit operation from startup to ❑Not Observable; {<= 5 minutes after end of heating cycle. ;❑Not Applicable 'C404.7 Demand recirculation water systems ❑Complies :Requirement will be met. [PL8]3 have controls that start the pump ;❑Does Not upon receiving a signal from the action of a user of a fixture or E❑Not Observable appliance and limits the temperature ;❑Not Applicable of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename. K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 9 of 17 Kampourakis\Project Data\Budding Data\14695MainRoad.cck Section # Mechanical Rough-In Inspection ° Complies? Comments/Assumptio`ns &Re .ID C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies ;Requirement will be met. [ME41]3 }sensible heating panels have :❑Does Not insulation >= R-3.5. ;❑Not Observable: ❑Not Applicable C402.5.5, ;Stair and elevator shaft vents have I❑Complies ;Exception: Requirement does not apply. C403.2.4. i motorized dampers that automatically ;❑Does Not 3 close. Refernece section C403.7.7 for ; Not Observable [ME3]3 operational details. :❑Not Applicable s C403.7.7 ;Outdoor air and exhaust systems have 1❑Complies ;Requirement will be met. [ME58]3 s motorized dampers that automatically :❑Does Not ;shut when not in use and meet I maximum leakage rates. Check ;❑Not Observable gravity dampers where allowed. :.❑Not Applicable Reference section language for operational details. ; C403.11:3 HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME61]2 accordance with Table C403.11.3. ;❑Does Not Insulation exposed to weather is protected from damage and is F❑Not Observable provided with shielding from solar :❑Not Applicable radiation. C403.8.1 HVAC fan systems at design ;❑Complies ;Requirement will be met. [ME65]3 ;conditions do not exceed allowable ;❑Does Not ;fan system motor nameplate hp or fan: 1See the Mechanical Systems list for values. ;system bhp. ❑Not Observable, ❑Not Applicable C403.8.3 Fans have efficiency grade(FEG) >_ ;❑Complies ;Requirement will be met. [ME117]2 67.The total efficiency of the fan at 1❑Does Not the design point of operation <= 15% of maximum total efficiency of the ;❑Not Observable fan. ;❑Not Applicable C403.12.1 Systems that heat outside the building;❑Complies ;Exception: Requirement does not apply. [ME71]2 envelope are radiant heat systems ❑Does Not controlled by an occupancy sensing device or timer switch. ❑Not Observable :❑Not Applicable C403.23 HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values. [ME55]z ;❑Does Not ❑Not Observable 1 j❑Not Applicable C403.2.2 ;Natural or mechanical ventilation is ❑Complies ;Requirement will be met. [ME59]1 provided in accordance with ❑Does Not International Mechanical Code Chapter 4. Mechanical ventilation has 1❑Not Observable capability to reduce outdoor air supply:❑Not Applicable to minimum per IMC Chapter 4. ; C403.7.1 :Demand control ventilation provided ;❑Complies ;Exception: Requirement does not apply. [ME59]1 for spaces>500 ft2 and >25 ;❑Does Not people/1000 ft2 occupant density and served by systems with air side :❑Not Observable economizer, auto modulating outside ❑Not Applicable air damper control, or design airflow ; >3,000 cfm. C403.7.2 ;Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. [ME115]3 i has automatic contaminant detection :❑Does Not and capacity to stage or modulate fans to 50%or less of design capacity. ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck Dr. Page 10 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Mechanical.Rough-In Irispection Complies?. Comments/Assumptions ` &,R'eq:ID C403.7.6 HVAC systems serving guestrooms in ❑Complies ;Exception: Requirement does not apply. [ME147.]3 I Group R-1 buildings with > 50 ;❑Does Not I guestrooms: Each guestroom is provided with controls that ❑Not Observable automatically manage temperature :❑Not Applicable setpoint and ventilation (see sections ; C403.7.6.1 and C403.7.6.2). ; C403.7.4 Exhaust air energy recovery on 1❑Complies :Requirement will be met. [ME57]1 systems meeting Table C403.7.4(1) ;❑Does Not and C403.7.4(2). ❑Not Observable ❑Not Applicable C403.7.5 Kitchen exhaust systems comply with ;❑Complies ;Exception: Requirement does not apply. [ME116]3 replacement air and conditioned :❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ;❑Not Observable; exhaust rate criteria. ;❑Not Applicable ; C403.11.1 HVAC ducts and plenums insulated in ;❑Complies ;Requirement will be met. accordance with C403.11.1 and ;❑Does Not C403,11.2 constructed in accordance with ; [ME60]2 C403.11.2,verification may need to ;❑Not Observable occur during Foundation Inspection. ❑Not Applicable ; I ; C403.4:1. Heating for vestibules and air curtains ;❑Complies :Exception: Requirement does not apply. 4 , with integral heating include ;❑Does Not [ME63]2 automatic controls that shut off the heating system when outdoor air ;❑Not Observable temperatures >45F.Vestibule ❑Not Applicable heating and cooling systems ; controlled by a thermostat in the vestibule with heating setpoint<_ 60F and cooling setpoint>= 80F. C403.3.3 ;Hot gas bypass limited to: <=240 ;❑Complies ;Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% E❑Does Not ;❑Not Observable; ❑Not Applicable C408.2.2. ',Air outlets and zone terminal devices ;❑Complies ;Requirement will be met. 1 #have means for air balancing. C❑Does Not [ME53]3 ;❑Not Observable; :,[]Not Applicable C403.5,I 'Refrigerated display cases,walk-in ;❑Complies :,Exception: Requirement does not apply. C403.5.1, $coolers or walk-in freezers served by ;❑Does Not C403.5.2 remote compressors and remote [ME123]3 !condensers not located in a ❑Not Observable i condensing unit, have fan-powered []Not Applicable ; condensers that comply with Sections ; C403.5.1 and refrigeration compressor: systems that comply with C403.5.2.. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019,14695 Main Road Mattituck_Dr. Page 11 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Rough-in Electrical Inspection I Complies? Comments//Assumptions &Req.ID C405.2.2. ;Spaces required to have light- ;❑Complies ;Requirement will be met. 2 reduction controls have a manual ;❑Does Not [EL22]1 control that allows the occupant to ❑Not Observable reduce the connected lighting load in a reasonably uniform illumination [--]Not Applicable :pattern >= 50 percent. C405.2.1, ;Occupancy sensors installed in ;❑Complies :Requirement will be met. C405.2.1. -classrooms/lecture/training rooms, �❑Does Not 1 ;conference/meeting/multipurpose [EL18]1rooms, copy/print rooms, 1❑Not Observable lounges/breakrooms, enclosed offices, ❑Not Applicable ;open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas, and other spaces <= 300 sgft that are enclosed by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 ;for open plan office spaces. C405.2.1. :Occupancy sensors control function in ;❑Complies ;Exception: Requirement does not apply. 2 warehouses: In warehouses,the ;E ]Does Not [EL19]1 !lighting in aisleways and open areas is;❑Not Observable' ;controlled with occupant sensors that ' automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway independently and do not control I lighting beyond the aisleway being controlled by the sensor. C405.2.1. ;Occupant sensor control function in ;❑Complies ;Requirement will be met. 3 open plan office areas: Occupant ;❑Does Not [EL20]1 ;sensor controls in open office spaces ❑Not Observable >= 300 sq.ft, have controls 1) configured so that general lighting can 1❑Not Applicable be controlled separately in control zones with floor areas <= 600 sq.ft. within the space, 2) automatically turn off general lighting in all control zones within 20 minutes after all occupants ; have left the space, 3) are configured so that general lighting power in each control zone is reduced by>= 80%of ;the full zone general lighting power within 20 minutes of all occupants leaving that control zone, and 4) are configured such that any daylight responsive control will activate space general lighting or control zone ;general lighting only when occupancy ;for the same area is detected. C405.2.2, I Each area not served by occupancy ❑Complies ;Requirement will be met. C405.2.2. sensors(per C405.2.1) have time- :❑Does Not 1, 3switch controls and functions detailed C405.2.2, in sections C405.2.2.1 and C405.2.2.2. ❑Not Observable 2 ❑Not Applicable [EL21]2 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 12 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Rough-en Electrical Inspection Complies? ' Comments/Assumptions &Re .ID C40`5.2.3, Daylight zones provided with ;❑Complies ;Requirement will be met. C405.2.3. individual controls that control the :❑Does Not 1, " lights independent of general area g405.2.3. lighting. See code section C405.2.3 j❑Not Observable 2 Daylight-responsive controls for ;❑Not Applicable [EL23]2-,,, applicable spaces, C405.2.3.1 Daylight; responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 ;,Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL26]1 specific uses installed per approved ❑Does Not ;lighting plans. ,❑Not Observable, ;❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL27]1 �allowed for special functions per the ❑Does Not approved lighting plans and is automatically controlled and []Not Observable; !separated from general lighting. �❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met. [EL6]1 :face. T❑Does Not ❑Not Observable; ❑Not Applicable C405.6 Low-voltage dry-type distribution ;❑Complies ;Requirement will be met. [EL26]2 electric transformers meet the :❑Does Not minimum efficiency requirements of Table C405.6. ❑Not Observable ❑Not Applicable ; C405.7 Electric motors meet the minimum ;❑Complies ;Requirement will be met. [EL27]2 efficiency requirements of Tables ;❑Does Not C405.7(1)through C405.7(4). Efficiency verified through certification;❑Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, Escalators and moving walks comply ;❑Complies ;Exception: Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have ;❑Does Not 1 - automatic controls configured to [EL28]2 reduce speed to the minimum !❑Not Observable permitted speed in accordance with ;❑Not Applicable ASME A17.1/CSA B44 or applicable ; local code when not conveying ; passengers. C405.9Total voltage drop across the ;❑Complies ;Requirement will be met. [EL29]2combination of feeders and branch ❑Does Not circuits <= 5%. ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 1' 3 1 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename. K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 13 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck section # Insulation Inspection Complies? Comments/Assumpti6ns ,&Req.ID C303.1 Building envelope insulation is labeled ;❑Complies :Requirement will be met. [IN10]2with R-value or insulation certificate ❑Does Not III providing R-value and other relevant data. ❑Not Observable; ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 per manufacturer's instructions. ;❑Does Not '❑Not Observable ❑Not Applicable C303.2.1` Exterior insulation is protected from ;,[]Complies :Requirement will be met. [IN14]2 damage with a protective material. :❑Does Not Verification for exposed foundation insulation may need to occur during ;❑Not Observable Foundation Inspection. ;❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ;❑Does Not insulation specifications reported in plans and COMcheck reports. :❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies ;Exception: Requirement does not apply. [IN18]3 . components, designed for heat ❑Does Not atransfer from the panel surfaces to the; occupants or indoor space are :❑Not Observable I !insulated with a minimum of R-3.5. I❑Not Applicable C402.5.1. ;All sources of air leakage in the 1❑Complies ;.Requirement will be met. 1 building thermal envelope are sealed, E❑Does Not [IN1]1 caulked, gasketed,weather stripped ❑Not Observable or wrapped with moisture vapor- permeable wrapping material to �,❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 14 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Final Inspection Complies? Comments/Assumptions &'Recl.ID C303.3, 'Furnished O&M instructions for ;❑Complies ;Requirement will be met. C408.2.5. !systems and equipment to the ;❑Does Not 2 ;building owner or designated ; [FI17]3 representative. ❑Not Observable ;❑Not Applicable 9 , , C303.3, i Furnished 0&M manuals for HVAC ;❑Complies !Requirement will be met. C408,2.5. !systems within 90 days of system ;❑Does Not 3 acceptance. [FI8]3 J ❑Not Observable; ❑Not Applicable C402'.5.8 ;Recessed luminaires in thermal I❑Complies ;Requirement will be met. [FI26]3 5 envelope to limit infiltration and be IC ;❑Does Not rated and labeled.Seal between ,interior finish and luminaire housing. ;❑Not Observable ❑Not Applicable C403.2.2 {HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 capacity does not exceed calculated :❑Does Not loads. ; ❑Not Observable; ❑Not Applicable C403.2.4. f Heating and cooling to each zone is ;❑Complies :Requirement will be met. 1 o'controlled by a thermostat control. ;❑Does Not [F]47]3 ;Minimum one humidity control device ;per installed :❑Not Observable humidification/dehumidification �❑Not Applicable system. C403.4.1. (Thermostatic controls have a 5 °F ;❑Complies ;,Requirement will be met. 2 deadband. j❑Does Not [F]38]3 I ❑Not Observable: ;❑Not Applicable C403.2.4. !Temperature controls have setpoint ;❑Complies ;Requirement will be met. 1.3 overlap restrictions. :❑Does Not [F120]3 ;❑Not Observable; y ;❑Not Applicable C403.2.4. Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 !controls using automatic time clock or ;❑Does Not [FI39]3 ;programmable control system. ;[-]Not Observable ❑Not Applicable , C403.2.4. ?Automatic Controls: Setback to 55°F ;❑Complies ;Requirement will be met. 2.1, (heat)and 85°F (cool); 7-day clock, 2- E❑Does Not C403.2.4. ;hour occupant override, 10-hour 2.2 ;backup ❑Not Observable [F140]3 s ;❑Not Applicable a i C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 Highting power is consistent with what :❑Does Not is shown on the approved lighting ; 1 plans, demonstrating proposed watts ;❑Not Observable !are less than or equal to allowed :❑Not Applicable watts. C408.1.1 ;Building operations and maintenance ;❑Complies ;Requirement will be met. [FI57]1 documents will be provided to the ;❑Does Not owner. Documents will cover manufacturers' information, I❑Not Observable specifications, programming ,❑Not Applicable ;procedures and means of illustrating to owner how building,equipment and :systems are intended to be installed, maintained, and operated. [1-[High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 15 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Section # Final Inspection Complies? Comments/Assumptions &RegJD C408.2.1 ;Commissioning plan developed by ❑Complies ;Requirement will be met. [FI28]1 registered design professional or :❑Does Not approved agency. ❑Not Observable; ❑Not Applicable C408.2.3. HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 ensure proper operation. UDoes Not [FI31]1 ; ❑Not Observable; ❑Not Applicable C408.2.3. HVAC control systems have been ;❑Complies ;Requirement will be met. 2 tested to ensure proper operation, :❑Does Not [FI10]1 :calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.4 ;,Preliminary commissioning report ;❑Complies Requirement will be met. [FI29]1 completed and certified by registered :❑Does Not design professional or approved agency. E❑Not Observable '❑Not Applicable C408.2.5. ;Furnished HVAC as-built drawings ;❑Complies :Requirement will be met. 1 'submitted within 90 days of system :❑Does Not [FI7]3 ;acceptance. ;❑Not Observable; ❑Not Applicable C408.2.5. {Furnished as-built drawings for ;❑Complies :Requirement will be met. 1 electric power systems within 90 days ❑Does Not [FI16]3 ;of system acceptance. ;❑Not Observable ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ;Requirement will be met. 3 balancing report is provided for HVAC �❑Does Not [F[43]1 ;systems. ;❑Not Observable; ❑Not Applicable C408.2.5. Final commissioning report due to 10Complies ;Requirement will be met. 4 building owner within 90 days of ;❑Does Not [F130]1 :receipt of certificate of occupancy. I❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies ;Requirement will be met. [F133]1 ensure proper calibration, adjustment, UDoes Not ;programming, and operation. _]Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 16 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck Project Title: Report date: 03/02/21 Data filename: X:\01 MAD Drawings\Autocad Draw!ngs\Commercial\PO_2019 14695 Main Road Mattituck_Dr. Page 17 of 17 Kampourakis\Project Data\Building Data\14695MainRoad.cck P ROJ ECT INFO NO. REVISIONS DATE 1Q PER TOWN 4/07/21 SECTION 1 : GENERAL CONDITIONS 1 4 6 9 5 MAIN ROA A 11. CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR ACCEPTANCE CLEAN AND READY ABBREVIATIONS p ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE NEW YORK STATE FOR OCCUPANCY. ALL DEBRIS IS TO BE CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY ADJ. ADJACENT H.B. HOSE BIBS MATTITUCK N Y 11952 BUILDING CODE, 2020 ICC, ANSI 117.1 2009 CODE, AND BUILDING & ZONING CODES OF THE LOCAL FROM THE SITE. CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN FROM THE A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL GOVERNING TOWN OR MUNICIPALITY. REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO SITE. A.F.G. ABOVE FINISHED GRADE LAV LAVATORY AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. ANY REQUIREMENTS SET FORTH ON THE DRAWING 2 RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE THE ALUM. ALUMINUM LVL LAMINATED VENEER LUMBER MORE STRINGENT THAN CODE ARE TO BE FOLLOWED AND NOT MODIFIED WITHOUT THE ARCHITECTS CONTRACTOR'S RESPONSIBILITY. SCOPE OF WORK PERMISSION. WORKMANSHIP SHALL CONFORM TO THE BEST ACCEPTABLE STANDARDS FOR THE ALT. ALTERNATE M.O. MASONRY OPENING TRADES INVOLVED. 13. CONSTRUCTION SAFETY, INCLUDING CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, B.O. BOTTOM OF MAX. MAXIMUM I M COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE INTERIOR ALTERATIONS TO THE FIRST 2. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO THE PREPARATION OF THESE PLANS B.O.F. BOTTOM OF FOOTING MECH. MECHANICAL FLOOR (1,414 (GENERAL CONSTRUCTION PLANS) CONFORMING WITH THE BUILDING CODE REQUIREMENTS. THE CONTRACTOR'S RESPONSIBILITY. BD. BOARD MFR. MANUFACTURER SF) AND TO THE SECOND FLOOR (546 SF) OF AN ARCHITECT IS AVAILABLE TO THE OWNER OR CONTRACTOR FOR CONSULTATION REGARDING THE 14. ALL MATERIALS USED TO COMPLETE RENOVATION WORK ARE TO BE NEW. SALVAGED MATERIALS MAY BLDG BUILDING MIN. MINIMUM EXISTING BUILDING. INTENT OF THESE PLANS. ANY DEVIATION FROM THE PLANS SHALL BE REPORTED TO THE BE USED UNDER CERTAIN CONDITIONS SUBJECT TO ARCHITECT OR OWNER'S APPROVAL. C.J. CONTROL JOINT MISC. MISCELLANEOUS ARCHITECT, IN WRITING, PRIOR TO COMMENCEMENT OF THE WORK. 15. CONTRACTOR SHALL SECURE BUILDING PERMIT, ARRANGE FOR REQUIRED INSPECTIONS, AND PERMITS C.O. CLEAN OUT MTL. METAL TOWN: TOWN OF SOUTHOLD 3. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF WORKERS AND REQUIRED BY THE TOWN OF SMITHTOWN FOR THE CERTIFICATE OF OCCUPANCY. C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT HAMLET: SOUTHOLD THE PUBLIC. BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE 16. ALL DEMOLITION WORK TO BE RESTRICTED TO AREAS SHOWN ON THE PLAN. CARE IS TO BE TAKEN CU.FT. or CF CUBIC FEET N.T.S. NOT TO SCALE COUNTY: SUFFOLK WITH THE AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. NOT TO DISTURB ADJACENT WALLS, CEILING OR STRUCTURE TO REMAIN. CFM CUBIC FEET PER MINUTE O.C. ON CENTER TAX MAP #: 1000-114-08-005 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, 17. ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO REMAIN UNLESS DIRECTED TO CL orLC CENTERLINE O.H. OPPOSITE HAND ZONING: RO OBTAIN ALL DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND LOCATION OF STRUCTURAL WORK; BE REMOVED BY THE ARCHITECT. PROVIDE TEMPORARY SHORING OR SUPPORTS AS REQUIRED. CLG. CEILING PH or 0 PHASE AND REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR EFFECT 18. ALL DEBRIS IS TO BE CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY FROM THE SITE. CLO. CLOSET PL. orLP PLATE LOT AREA: 21,051.73 S.F. / 0.48 AC. PROPER EXECUTION AND COMPLETION OF THE NEW WORK. THE ARCHITECT IS TO BE NOTIFIED OF CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN FROM THE SITE. CLR. CLEAR PSF POUNDS PER SQUARE FOOT Y A L C E 19. CONTRACTOR SHALL FURNISH THE USUAL TRADE GUARANTEES, GUARANTEEING ALL MATERIALS AND CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH OCCUPANCY 5. THIS BUILDING SHALL CONFORM TO THE AMERICAN NATIONAL STANDARD FOR BUILDINGS, AND WORKMANSHIP AGAINST ORIGINAL DEFECTS AND AGAINST INJURY FROM PROPER, USUAL WEAR, WHEN COL. COLUMN REF REFRIGERATOR CLASSIFICATION: B (BUSINESS) FACILITIES; PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE, ANSI USED FOR THE PURPOSE INTENDED FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF THE WORK CONC. CONCRETE REQ'D. REQUIRED CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD A117.1-2009. ALL COMPONENTS OF THIS BUILDING, WHETHER EXPLICITLY STATED OR NOT, SHALL OF THIS CONTRACT. THE PERIOD OF ONE YEAR BEGINS ON THE DATE of FINAL PAYMENT. DEFECTS D.F. DRINKING FOUNTAIN REV. REVISION FRAME BE BARRIER FREE DESIGNS AS REQUIRED FOR PHYSICAL HANDICAPPED ACCESSIBILITY. APPEARING DURING THAT YEAR SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. DEMO DEMOLITION RM ROOM SPRINKLER: NON-SPRINKLEREDBUILDING S L A D D S 20. TEMPORARY STORAGE AND PROTECTION OF TOOLS, EQUIPMENT, AND MATERIALS SHALL BE THE DIA. or 0DIAMETER SIM. SIMILAR (BUILDING). ORIGINAL CONDITION, RESULTING FROM CONSTRUCTION, IN EXISTING AREAS. CONTRACTORS RESPONSIBILITY. DIAG. DIAGONAL SQ.FT. or SF SQUARE FEET (1) SPRINKLER IN TANK STOR. 7. CONTRACTOR SHALL VISIT THE SITE WITH THE OWNER PRIOR TO SUBMITTING A BID. DURING THIS 21. DURING DEMOLITION THE CONTRACTOR IS TO PROVIDE AND MAINTAIN TEMPORARY PROTECTION of DIM. DIMENSION SQ.IN. SQUARE INCHES TIME THE CONTRACTOR SHALL MAKE NOTE OF EXISTING FINISHES AND WORK REQUIRED TO MEET THE THE EXISTING STRUCTURE. DL DEAD LOAD STL. STEEL DRAWING LIST REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE BID SHALL INCLUDE ALL WORK AND 22 PERFORM DEMOLITION, ALTERATION AND REMODELING WORK INDICATED To PRODUCE FINISHED DN. DOWN SUSP. SUSPENDED T-100 TITLE SHEET AND BUILDING INFORMATION SCHEDULES AS REQUIRED IN THESE DOCUMENTS. RESULTS SHOWN AND DESCRIBED ON THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL E.F. EXHAUST FAN SW SWITCH T-200 ACCESSIBILITY DETAILS MANCINI 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY AND/OR PERMANENT SUPPORT, BRACING, REMODELING WORK AND SHALL BE RESPONSIBLE FOR DIVISION of WORK BETWEEN THE VARIOUS E.J. EXPANSION JOINT T & G TONGUE AND GROOVE A-001 CODE INFO & EGRESS PLAN SHORING, ETC., AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. SUBCONTRACTORS. E.W. EACH WAY T.O. TOP OF A-010 DEMOLITION PLANS ARCHITECTURE 9. CONTRACTOR TO ALIGN ALL NEW CONSTRUCTION WITH EXISTING WALLS AND ROOF LINES AS 23. UNFINISHED SURFACES CREATED BY REMOVAL OF EXISTING MATERIALS AND SURFACES DAMAGED OR EA. EACH T.O.B. TOP of BEAM A-011 I DEMOLITION RCPS M U I CONSTRUCTION INDICATED. PATCH EXISTING SURFACES AS REQUIRED TO A SMOOTH FINISH WITH ADJACENT NEW DISTURBED BY REMODELING WORK SHALL BE PATCHED WITH NEW MATERIALS AND FINISHED TO EL ELEVATION T.O.C. TOP OF CURB CONSTRUCTION. MATCH THE EXISTING WORK. EQ. EQUAL T.O.F. TOP OF FOOTING A-100 STRUCTURE FLOOR PLANS A-101 CONSTRUCTION FRAMING FLOOR PLANS Middle Country Suite 314 10. WORK WHICH REQUIRES PATCHING SHALL BE DONE WITH THE SAME MATERIALS AND IN THE SAME 24. ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO REMAIN UNLESS DIRECTED TO EST. ESTIMATE T.O.J. TOP OF JOIST Smithtown, Smithtown, NY 117877 MANNER AS ADJOINING WORK. ALL DUE PRECAUTIONS SHALL BE TAKEN TO INSURE BONDING BE REMOVED BY THE ARCHITECT. PROVIDE TEMPORARY SHORING OR SUPPORTS AS REQUIRED. EXIST. or EX. EXISTING T.O.M. TOP OF MASONRY A-102 EQUIPMENT/POWER FLOOR PLANS T: 631-979-0104 BETWEEN OLD AND NEW WORK. JOINING BETWEEN OLD AND NEW WORK SHALL BE A SMOOTH F.D. FLOOR DRAIN T.O.S. TOP OF STEEL A-103 FINISH FLOOR PLANS F: 631-979-3445 CONTINUOUS FINISH TO ELIMINATE ANY VISUAL EVIDENCE OF JOINING. F.E. FIRE EXTINGUISHER T.O.SL. TOP OF SLAB A-110 ICONSTRUCTION RCPS info@manciniarchitecture.com GENERAL NOTES: FINISH NOTES: F.F.E. FINISH FLOOR ELEVATION T.O.W. TOP OF WALL A-200 CONSTRUCTION ELEVATIONS FIN. FINISH THRU THROUGH A-300 CONSTRUCTION SECTIONS 1.. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL GENERAL REQUIRMENTS: FL FLOOR TYP. TYPICAL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF FPSC FIRE PROOF SELF CLOSING U.N.O. UNLESS NOTED OTHERWISE A-301 DETAILS & SCHEDULES OCCUPANCY OR COMPLETION, U.L. APPROVALS, AND ANY 1. ALL WALL AND CEILING FINISHES U.N.O. SHALL HAVE A FTG. FOOTING UNF. UNFINISHED OTHER MUNICIPAL REQUIREMENTS. FLAME SPREAD RATING: C GA. GAUGE V.I.F. VERIFY IN FIELD (�P'ED Agcy 2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS GYPSUM BOARD GALV. GALVANIZED W/C WATER CLOSET ARE To BE IMMEDIATELY BROUGHT TO THE ATTENTION OF GFCI or GFI GROUND FAULT CIRCUIT INTERRUPTER W/ WITH �5 J POND WITHOUT 0 THE ENGINEER IMMEDIATELY BEFORE PROGRESSING FURTHER 1. GYPSUM BOARD AND ACCESSORIES SHALL CONFORM WITH GYP. GYPSUM W/o WITH ANY AND ALL WORK. ASTM STANDARDS AS FOLLOWS: GYPSUM WALLBOARD - GYP. BD. GYPSUM BOARD WD. WOOD APPRO ED AS NOTED ASTM36; GYPSUM CEILING BOARD - ASTM C1395; JOINT 3. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS TAF'/COMPOUND - ASTM C474 & C475; SCREWS - ASTM DATE: WX dl B.P.# ARE TO BE VERIFIED BY THE CONTRACTOR. C954&C1002; NAILS - ASTM C514, F547, & F1667. cS� SURVEY INFORMATION PROVIDED BY FEE: b1b BY: �y 0381 2. GYPSUM BOARD SHALL BE 5/8" THROUGHOUT UNLESS SCALICE LAND SURVEYING NOTIFYBUILDING DEPARTMENT AT OF NE`N CONTRACTOR' PERFORMANCE: NOS;D OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS. DATE: 01-29-2019 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FAQ' EN AT 8 O.C. FOR WALL APPLICATIONS. METAL SURVEY OF PROPERTY SITUATE MATTITUCK, 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND COR'.IER BEADS SHALL BE USED AT ALL OUTSIDE CORNERS. TOWN OF SOUTHOLD SUFFOLK COUNTY 1. FOUNDATION - TWO REQUIRED METHODS OF CONSTRUCTION. NO DETAIL INCLUDED HEREIN ALL JOINTS SHALL BE TAPED, SPACKLED AND SANDED DISTRICT 1000 SECTION 114.00 BLOCK 08.00 LOT 005.00 FOR POURED CONCRETE IS MEANT TO SUBSTITUTE FOR THE CONTRACTOR'S SMOOTH, POLISHED AND READY FOR PAINTING. GYPSUM AREA= 21,051.73 SF / 0.48 ACRES 2. ROUGH • FRAMING & PLUMBING KNOWLEDGE AND EXPERIENCE OF THE PROPER INSTALLATION SHALL CONFORM TO GYPSUM ASSOCIATION 3. INSULATION PREPARATION, TOOLING, SCHEDULING, PROCEDURES, GA-216 & ASTM C840. 4. FINAL - CONSTRUCTION MUST This drawing has been prepared for the LIMITATIONS, AND REQUIREMENTS OF THE MATERIALS TO BE TAX LOT 7 N 1 BE COMPLETE FOR C.O. indicated project and is an instrument of INSTALLED. 3. GYPSUM BOARD IN RATED WALLS INDICATED ON THE PLANSLAND N/F JOHN LOPER 4 ! ALL CONSTRUCTION SHALL MEET THE service copyrighted by Mancini Architecture SHALL BE 5/8" TYPE "X" GYPSUM BOARD AS REQUIRED BY ,Sup ! REQUIREMENTS OF THE CODES OF NEW PLLC. This drawing may not be copied or FE'' 21" YORK STATE. NOT RESPONSIBLE FOR used, in whole or in part, by any party without c:. THE CONTR4C E R AND SUB-CONTRE IN S ARE ALL CODE. 6'STOCKADE FEN f6.3,: ' A74°0_7'30"E _ _ 89.16_' "�;;e the expressed written consent of Mancini REQUIRED TG PERFORM A PRE-BID SITE INSPECTION ALONG DESIGN OR CONSTRUCTION ERRORS. WITH A COMPLETE REVIEW OF THE DRAWINGS AND 4. GYPSUM BOARD SHALL BE AS MANUFACTURED BY GEORGIA FEN x 'cisZ37 x2.6061 s ADE FEN. ==•zO �*+ Architecture PLLC. Infringements or any use SPECIFICATIONS OF THE PROJECT. PACIFIC, OR APPROVED EQUAL, AND SHALL BE STORED AND 1102.(y x' 8722 �°.5: °o of this drawing for any other purposes will be R.R.'. WALL -3 V x .21.34 x 20.70 INSTALLED IN ACCORDANCE WITH MANUFACTURES 122"�. 22.03 zr�,,.-�-�� "'" I prosecuted to the full extend of criminal law 3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE wAu PaR�-=p,3 xv.4X / 9�.- a°'- 1 COMPLY WITH ALL CODES OF DESIGN IN HIS BID DOCUMENT. NO CONTRACTOR RECOMMENDATIONS. `� x 0.3' �`.- 20.09 EXCEPTIONS SHALL BE ACCEPTED BY THE OWNER OR HIS x i 1' �°°' xro� , 1 �? NEW YORK STATE & TOWN CODES 5. IN WET AREAS AND UNDER CERAMIC TILE WALL FINISHES x20.1, DESIGNEE WITHOUT FULL WRITTEN APPROVAL OF THE c X16 ,2o x;,�--/ I i AS REQUIRED AND CONDITIONS OF KEY PLAN USE 7/16 CEMENT BOARD INSTALLED IN ACCORDANCE MNS'S Pas 120 rxr II TAX LOT 3 ARCHITECT AND ENGINEER. USSR 12"5. m tv 2d.sq x,9.A5pHALT x7g6' I 41696■75.57 em e.,z WITH MANUFACTURES SPECIFICATIONS. p�esxe \ z ?' i Yml9.i2 DRIVEWAY �192,f19� -Si;;1;10 DTOWNZBA 4. THE CONTRACTORS WORKMANSHIP IS TO BE OF THE PAINTING \ x79 TAX 1,1,5 ' BOARD HIGHEST GENERALLY ACCEPTED STANDARD IN THE INDUSTRY a° coAc' �_ wLu i TEES AND LACK OF PERFORMANCE IN ANY NATURE BY THE 1. GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT OF N , ' " �6 f�' x 0^ CONTRACTOR WILL BE DEEMED A VIOLATION OF HIS o tv 21' �� 7T PRIMER SEALER AND A MINIMUM OF TWO COATS OF LATEXIx,7.56 6.� i' x" _ N.hS.-,7 -- CONTRACTOR WALL PAINT UNLESS NOTED ON THE DRAWINGS. ", ?v �',7.a2'1g x P° x,7.29 Il- APPEARANCE RATHER THAN NUMBER OF COATS DETERMINE I tom' x1,.47 I I q� 1 16,40 x i 5 ; 17.13 FEN �Pc EI. THE CONTRACTOR SHALL PROVIDE A FULL WARRANTY FOR ACCEPTANCE OF FINISH SURFACE. PAINT SHALL BE AS I ; 24j3 ALL MATERIALS AND WORKMANSHIP PROVIDED. THE SCHEDULED OR APPROVED EQUAL. ,e1® •1R' \' x,6.47 l�3� }164 o.st ,,,.� WARRANTY LENGTH SHALL BE AS SO NEGOTIATED BETWEEN 63x,6.67 , cAR THE OWNER AND CONTRACTOR. i '' b ,/6�"' T v✓^u 6'x 6.D +:o o . �.�F. OCCUPANCY OR PROJECT e 2e LOCATION °'� USE IS UNLAWFUL ` '' FRAME f x,5..60 '15.`\ x,ao6 x 15.19 'ARAGE` � x,d G.Fl;`t5.82 'r x,.� ALT\URL"E AY 5.2;; 10S 1 3,20. WITHOUT CERTIFICATE OF OCCUPANCY 1 x u.e9 � 1ee EXISTING BUILDING CODE NOTE: ' x,,.75 .�� 77 x21.2° r PROJECT TAX LOT 6 1 I ,.4-' 4Y3,4.67 I I x��� f RETAIN STORM WATER RUNOFF THE BUILDING HAS BEEN ANALYZED FOR CODE COMPLIANCE USING THE 2020 EXISTING BUILDING CODE of NYS. 1 ,s DR. KAMPOURAKIS LAND N/F RONALD W. SCRWElZER 5� x 15.,6 .9` 2,.5. x 2,.6, THE PRESCRPTIVE COMPLIANCE METHOD WAS USED, THEREFORE ALL NEW ALTERATION AND ADDITION AREAS & DOROTIIY SCIIWEIZER 14.Se "p3 x1ao5 I09 PURSUANT TO CHAPTER 236 WERE ANALYZED USING THE 2020 BUILDING CODE OF NYS WHERE APPLICABLE. x,,.6, ( �� i � ,�. �•5 OF THE TOWN CODE. I 2.9 GENERAL NOTES: ! x14" ;�` 9 14695 MAIN ROAD � I f l.., 2,�4 x r e, TAX LOT 4 1 �° ;'�� �'� I APPROVALS 1! LAND N/F JA�ilES XI1vsCH MATTITUCK N ,}�B 2,.32 x Ii.6I 1. THE CONSTRUCTION DRAWINGS WERE PREPARED USING THE 2020 NEW YORK STATE UNIFORM CODE: 1 ;` " ;` ;z TORY/ Y 11952 -2020 BUILDING CODE OF NYS a. ( g -2020 RESIDENTIAL CODE OF NYS 25� f••Ft-'16.87; a ( ,� 2110 PLUMBERCERT/F/CATION DRAWING TITLE -2020 EXISTING BUILDING CODE OF NYS I ' ' RiDG�42.54 (!` 40 4 ON LEAD CONTENT BEFORE ! 2,.z' 16 . �� ' fi CERTIFICATE OF OCCUPANCY -2020 FIRE CODE OF NYS ' 4.74 R/o 4� -2020 PLUMBING CODE OF NYS ` x'4� x,5 SOLDER USED IN WATER TITLE PAGE & -2020 (MECHANICAL CODE OF NYS x,4.72 x .94 � ! � �� x 14" � „ v�� SUPPLY SYSTEM CANNOT PROJECT INFO -2020 (FUEL GAS CODE OF NYS ! 11 x,.5.6 t \ °�I�,, EXCEED 2'10 OF 1/ LEAD. -2020 PROPERTY MAINTENANCE CODE OF NYS tI -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS x,4.24 coI x1*.23 1 * .46 DRV `-- ,..16.°, SCALE SCALE AS SHOWN 2. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS, APPROVALS, CERTIFICATES, ' x14.1° x14.7 x,614 (,1 \ .6' -• CERTIFICATES OF OCCUPANCY OR COMPLETION, U.L. APPROVALS, AND ANY OTHER MUNICIPAL ! I �� DRAWN BY MIS REQUIREMENTS. ,�' ! \�1 ,52 x,4.720 RER `� PLUMBING DRAWN FOR -- tz� x x14. 0. ALL PLUMBING WASTE, 3. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE IMMEDIATELY BROUGHT TO THE �- I PSpNP4T �' _+'°° 5 &WATER LINES COVERING:.. `"J a�Hn,t CHECKED BY ATTENTION OF THE ARCHITECT IMMEDIATELY BEFORE PROGRESSING FURTHER WITH ANY AND ALL WORK. oR1v�WpY / DRY �.;,.9,,x/ �N "W" ° / �7• I'°°° TI~ ` ING$ FO:P,ECOlrER1NCa �+ ! • DRV 33�gd5" O,,W .14 , 9 PROJECT# -- `y x 1330 x 1°.00 4. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. �••y ! 80•00 =- \457°4PP40N� DATE 01/15/2021 5. THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION SAFEGUARDS PER CHAPTER 15 OF THER 1MON1� F SHEET NO. EXISTING BUILDING CODE OF NYS. `J MAl R OUTE 25) ELECTRICAL x,an .Y•s• � p Oo1DE) 114SPECTION REQUIRE® Fire u1e aratio z.x %15.49 15.°, (66 T- 1 :'uir'ed x All exterior lighting req as F�; x15.„ installed,replaced or NY'S Code PLOT PLAN repaired shall conform to Chapter 172 1 " = 30' -- SHEET OF of the Town Coda NO. REVISIONS DATE TYPICAL DEVICE LOCATION & HEIGHT LEGEND STANDARD ADA ICC/ANSI A117.1 504 STAIRWAYS 0 PER TOWN 4/07/21 FIGURE 504.5 STAIR NOSINGS RADIUS �' 1'-21" MIN MA EQ. EQ. X 1 MAX 1MA'X� Z FIRE ALARM DEVICE CURVED-� I BEVELED UNE OF FINISHED CEILING CLOCK � TYP. STROBE, STROBE HORN OR SPEA%�_ RE E I T EXIT SIGN LOCATION OUTLET • OPTION 1:WALL MOUNTED ADJACENT ARM OPTION 1:CEILING MOUNT (TYPICAL (A)VERTICAL RISER (B)CURVED NOSING (C) BEVELED RISER (D)ANGLED RISER FIGURE 504.2 TREADS AND DOOR 6'-8" AFF (TYPICALVICE UNLESS OTHERWISE NOTED) RISERS FOR ACCESSIBLE OPTION 2:WALL MOUNTED 7'-8• AFF STAIRWAYS � • UNLESS OTHERWISE NOTED) MEASURED TO TOP OF SIGN lY - - - - OPTION 2:CENTERLINE OF WALL ORc OUTLET r COLUMN IN OPEN AREAS OR ¢ ® I TYPICAL FROM CORNER OF WALL (SEE o UMBING ELEMENTS: TRANSFER TYPE SHOWER OUTLET OR COMBINATION MICROWAVE 2"MIN BELOW) w _w COMPARTMENT p DATA/COMMUNICATION JACK I SHELF _o 0 PL p - OUTLINE OF WALL Cn N TYPICAL DOOR FRAME FIRE HOSE CABINET z OUTLET OR COMBINATION w w zo o DATA/COMMUNICATION JACK 1� I z . HOOK M aN zW �F w w o a aze- 1,_3 . 11�" MIN. 36" 0 3 0 p g H w ¢ a Y a w N THERMOSTAT DEVICE 18" 22"-23" x in W p x N a� w x w . SIDE WALL o a o o z o o a a w FOR ADA USE MICROWAVE OPTION 1:WALL MOUNTED ADJACENT TO ,I v_� ''' o o WILL BE RELOCATED TO 7' I r' a �p z x o_ DOOR 48" AFF (TYPICAL UNLESS i� 3 o g p g W x a w " COUNTERTOP. ¢ p U o , o �t�[ t_�[ Y OPTION 2:C NTERLINE OF ALL OR HOOK WALL WALL 1 WALL z ❑ ) ADA COAT SEAT CONTROL° SEAT W o ■ • o COLUMN IN OPEN AREAS OR 8" . 2"MIN 2"MIN ■ ■ • 3 o FROM CORNER OF WALL (SEE z z 5 i_ BELOW) e I i 2 • a I F p KV M M co 0 15"-16" M ■ ® TYPICAL BACK SPLASH io Y- -- ■ OUTLET OR COMBINATION OUTLINE OF WALL 2"MIN. D o vo O_w TYPICAL BUILT-IN 0_ 0_ ;� z ■ Q w I WORK SURFACE ( DATA/COMMUNICATION JACK o m o m a X a z =a WITHOUT GROMMETS z SINGLE OR m y ow z 48"MIN Q w TYPICAL BUILT-IN 2 M 1 1 11 J" MIN. 111" MIN. o X GANGED SWITCH o N o � w a w a a CONTROL LOCATION o L-SHAPED SHOWER SEAT a 0 WORK SURFACE o y 0 a DIMMERS & w o o N o�i COMPARTMENT SIZE AND CLEARANCE 20 x a 1 1 1 0 1'-3 " INCLUDING x �w w o F 0p o c�w WITHOUT GROMMETS • N I o 00 o w x o0: co w d. Q MY I I v R a M o Y ®3 0 ■ ■ ® SWITCOMBO.TION Z Q F ? a z Cn xl 'r_ M I I 1 .. co L1_ �a� N� x¢ p ® 3 0 ¢N i7 o z ■ FINISHED BASE F W kms' o w W a a 91) Q MOUNTING HEIGHTS: TOILET ACCESSORIES WITH OPERABLE to !tl 1 I _z FINISHED FLOOR VU, w z C a y ZI TYPICAL UNLESS o a , , w XMANCINI N 7 OTHERWISE NOTED 0 0 °g z a E PARTS M UARCHITECTURE A B c ,;,, CONSTRUCTION DISCRIP11p� + M U I A. TOILET SEAT COVER a < B. PAPER DISPENSER/DISPOSAL ,' x 222 Middle Country Rd, Suite 314 C. PAPER DISPENSER a z 1 E Smithtown NY 11787 D. SOAP DISPENER PE �- E. TOILET PAPER DISPENSER g I T: 631-979-0104 F: 631-979-3445 STANDARD ADA AND ICC/ANSI A117.1 308 HANDRAILS STANDARD ADA AND ICC/ANSI A117.1 STANDARD ADA AND ICC/ANSI A117.1 STANDARD ADA AND ICC/ANSI A117.1 ELEVATION HEIGHTS: ACCESSORIES WITH OPERABLE PARTS ELEVAnoN HEIGHTS:MIRROR & COAT HOOK info@manciniarchitecture.com 306 KNEE & TOE CLEARANCE 303 CHANGES IN LEVEL 304 WHEELCHAIR TURNING SPACE NOTE: NOT 40 • IF LOCATED OVER A *MOUNTED OVER AN OBSTRUCTION: LAVATORY OR COUNTERTOP IF OBSTRUCTION DEPTH IS 20", THEN MAX Y- 35" IF NOT LOCATED OVER A MOUNTING HT ALLOWED IS 48" LAVATORY COUNTERTOP 308.2 FORWARD REACH. IF OBSTRUCTION DEPT IS 20"-25' MAX, 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS X 5' MIN THEN MAX MOUNTING HT ALLOWED IS 44" * UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 8• Q 5' MIN 48" MAXIMUM AND THE LOW FORWARD REACH SHALL 14 x a a BE 15" MINIMUM ABOVE THE FLOOR OR GROUND. ? r 1 D AACg, r--T rtd5 PONG X 308.2.2 OBSTRUCTED HIGH REACH. WERE A HIGH I � � I I ? � J' 100 < io ao FORWARD REACH IS OVER AN OBSTRUCTION, THE I _z 1 FIGURE 303.2 VERTICAL CHANGES IN LEVEL \ z CLEAR FLOOR OR GROUND SPACE SHALL EXTEND STANDARD ADA AND ICC/ANSI A117.1 505 HANDRAILS I 1 M BENEATH THE ELEMENT FOR A DISTANCE NOT LESS I L, 2 Ln �' 4 THAN THE REQUIRED REACH DEPTH OVER THE N w 1 / L- J OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE J r-kt 1 \ N 48" MAXIMUM WHERE THE REACH DEPTH IS 20" �� i 1'MIN' Ml1'MIN 1' MIN. r� MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", 17" MIN 11" ftN 4" TO 6 " 1 v1- . (A)CIRCULAR (B)T-SHAPED X z PERIMETER THE HIGH FORWARD REACH SHALL BE 44' MAXIMUM OF NE� 10" MAX 101"-24" MAX 10" MAX AND THE REACH DEPTH SHALL BE 24" MAXIMUM. FIGURE 306.2 TOE CLEARANCE FIGURE 306.3 KNEE CLEARANCE FIGURE 303.3 BEVELED CHANGES IN LEVEL FIGURE 304.3 NOTE: X FIGURE 308SID FIGURE SIDE 308.3 SIDE REACH. SIZE OF WHEELCHAIR TURNING SPACE X-TREAD OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH 308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR DEPT' GROUND SPACE ALLOWS A PARALLEL APPROACH TO (A)CIRCULAR (B)NON-CIRCULAR (C)NON-CIRCULAR AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND FIGURE 505.10.3 FIGURE 505.7 HANDRAIL CROSS SECTION THE LOW SIDE REACH SHALL BE 15 BOTTOM HANDRAIL MINIMUM ABOVE TOP HANDRAIL EXTENSIONS AT STAIRS THE FLOOR OR GROUND. EXCEPTION: EXISTING FIGURE 505.10.2 20" MAX ELEMENTS SHALL BE PERMITTED AT 54" MAXIMUM / EXTENSIONS AT STAIRS ABOVE THE FLOOR OR GROUND. STANDARD ADA AND ICC/ STANDARD ADA AND ICC/ANSI STANDARD ADA AND ICC ANSI 117.1 404.2.3 ANSI A117.1 This drawing has been prepared for the 20"-25' MAX 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR CLEAR WIDTH OF DOORWAYS 117.1 305 CLEAR GROUND SPACE 303 CHANGES IN LEVEL 12" MIN 12" MIN M 11"MIN. indicated project and is an instrument of �I M service copyrighted by Mancini Architecture FLOOR OR GROUND SPACE ALLOWS A PARALLEL O n .I PLLC. This drawing may not be copied Or APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT E THE M used, in whole or in part, by any party without OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE 48" MIN W x ¢ HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A 32" MIN n �� the expressed written consent of Mancini 3` REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH 1 Q I (A)STAIRS (B)RAMPS (A)CIRCULAR Architecture PLLC. Infringements or any use 00 00 DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 32" MIN 32" MIN I FIGURE 505.10.1 of this drawingfor an other purposes will be �' I z 46" MAXIMUM FOR A REACH DEPTH OF 24" MAXIMUM. �� ) I TOP AND BOTTOM HANDRAIL FIGURE 505.4 HANDRAIL HEIGHT FIGURE 505.5 prosecuted tothefull extend oPcriminal law 10 O I , EXTENSIONS AT RAMS HANDRAIL CLEARANCE B) SLIDING DOOR C) FOLDING DOOR A) HINGED DOOR - - - --J FIGURE 302.2 FIGURE 308.2.2 FIGURE 308.2.1 CARPET ON FLOOR OR GROUND SURFACE KEY PLAN OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH DRINKING FOUNTAINS STANDARD ADA AND ICC/ANSI A117.1 404.2.4.2 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS 602.1 GENERAL. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602. PLUMBING ELEMENTS: WATER CLOSET AND LAVATORY 602.2 CLEAR FLOOR SPACE. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 POSITIONED Q`oQ0 FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE SPR" PROVIDED. FRONT APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH - SWINGING DOOR EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNIT'S FOR CHILDREN'S USE WHERE NOTE: X=36• MIN IF Y=60' Y=54"MIN IF DOOR HAS CLOSER THE SPOUT IS 30 INCHES (760 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3 1/2 INCHES (90 MM) PROJECT PULL SIDE _ X=42" MIN IF Y=54' MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. I- 1 PULL SIDE X 36"MIN ( PULL SIDE I r-- - 60" MIN 48"MIN 602.3 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309. < 12"MIN 54"MIN z N 24"MIN 18' I} 9 24"MINI 602.4 SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. <13 39"-41" MIN X r 602.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM THE VERTICAL SUPPORT AND 42`MIN 12"MAX 5 INCHES (125 MM) MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. __ � o - z z FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER i I X I a 4 INCHES ) PROJECT 12" (100 MM HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (125 MM) MAXIMUM FROM THE FRONT OF THE UNIT. I z z z 36"MIN MIN > , 124 MIN } THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. D R Z WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (75 MM) OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER KAM P TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES (75 MM) AND 5 INCHES 125 O U RAKI S N LO ,I 24"MIN �--J � N � 42"MIN � � 12"MIN � L - - � PUSH SIDE L- --J N PUSH SIDE ok-54" MIN-,k PUSH SIDE MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX NOTESFV_ C : Y=48' MIN IF DOOR MAXIMUM. ADVISOR 602.6 WATER FLOW. 18'-18' ING AND LITCHHAS BOTH I CLOSER Y=49"MIN IF DOOR HAS CLOSER T TO PRODUCE A FLOW OF WATER 4Y INCHES (100 MM) H G MINIMUM S SO THATPURPOSE OF QAIRCUP CAN BETHE IIINS RTEDKING UUND R THENTAIN UFLOW OF WATER TO PROVIDE 14695 MAIN ROAD .I j' 7"- M SIDE APPROACH - SWINGING DOOR A DRINK OF WATER FOR AN INDIVIDUAL WHO, BECAUSE OF A DISABILITY, WOULD OTHERWISE BE INCAPABLE OF USING THE MATTITUCK, NY 11952 .I n DRINKING FOUNTAIN. M I50MIN 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND DRAWING TITLE TOILET PLAN: LOCATION AND CLEARANCES TOILET ELEVATION HEIGHTS: SEAT GRAB BARS, & DISPENSER MANUAL SWINGING DOORS: CLEARANCES STANDARD ADA AND ICC/ANSI A117.1404.2.4.2 MANEUVERING CLEARANCE TITLE PAGE & AT SLIDING AND FOLDING DOORS PULL SIDE PULL SIDE Y�g 54" IF DOOR PROJ ECT I N FO -- 7 r----- HAS CLOSER A } 0 16" MI I I IF YY - 54• Ir (s-,d MIN. SCALE SCALE AS SHOWN 17"-25" I I I �- THEN X = 42' o I I ,s'MIN. � X Z 24• MI �- � ,s MIN M I S o I IF Y = so" 5 I I I � r----� DRAWN BY ❑ - -- THEN X = 36' -- I`z/,i� I Z 3-- I � DRAWN FOR CLEAR x Z m - I II'-1o'- - 11' - • o - m -- _ �" CHECKED BY FLOORa x 0) RN0l�l• • PROJECT# SPACE g O1 R=12" IF DOOR HAS A) FRONT APPROACH B) POCKET OR HINGE APPROACH I -- BOTH CLOSER K�0M� 01/15/2021 M N AND LATCH Y-�8' IF CLOSER 30'MIN +12" MIN NOTE: DOOR PROVIDED I I I DATE i r F_ -1 } �---� HASBOTH .�_� I_ � I I I CLOSER & LATCH SHEET NO.I l o 11"MIN 6"MAX I I I o I I 22' MIN +IF BOTH CLOSER 4' MIN I � X I . & LATCH PROVIDED aCq I - 2' MINI a0"MIN. \/ T-200 LAVATORY PLAN: CLEAR FLOOR SPACE LAVATORY ELEVATION: TOE & KNEE CLEARANCE M A. SIDE VIEW B. ELEVATION VIEW C) STOP OR LATCH APPROACH DRAWING BASED ON ELKAY ENHANCED EZH2O MODEL LZSTL6WSLP 30-MIN -- SHEET OF 2020 INT'L EXISTING BUILDING CODE (EBC) BUILDING CODE/DATA NO. REVISIONS DATE 1Q PER TOWN 4/07/21 CHAPTER 3 - COMPLIANCE METHOD SCTM #: 1000-114-08-005 THE FOLLOWING REVIEW IS IN ACCORDANCE WITH THE 'WORK AREA METHOD' AS PER EBC301.1.2 LOT AREA: 21,051.73 SQ.FT. (0.48 ACRES) T.O.B. ZONING: RO TOTAL FLOOR AREA: 1,960 SF (EXISTING) CHAPTER 5 - CLASSIFICATION OF WORK OCCUPANCY CLASSIFICATION: BUSINESS (B) AS THE EXISTING BUILDING IS A GROUP B WITH A WORK AREA LESS THAN 50%, THEREFORE THE EBC ANALYSIS HAS BEEN PERFORMED AS AN ALTERATION-LEVEL 2 PER T AME) EBC505. THEREFORE, THE BUILDING WILL BE ANALYZED FOR COMPLIANCE WITH CHAPTERS 7 THROUGH 8. SPRINKLER: NON-SPRINKLERED (BUILDING) EBC BUILDING ELEMENT CODE REQUIREMENT PROVIDED SUPPORTING INFORMATION OR DOCUMENTATION OCCUPANCYZEGRESS CODE SPACE CLASSIFICATION FLOOR AREA SF/OCC. OCCUPANTS. CITATION - 1ST FLOOR (BUSINESS): 1,414 150 GROSS CHAPTER 7 ALTERATIONS LEVEL 1 2ND FLOOR (BUSINESS): 546 150 GROSS 701.3 FLOOD HAZARD AREAS NA NA THIS FLOOD HAZING IS NOT LOCATED WITHIN IN A FEMA SPECIAL TOTAL: 1,960 150 GROSS 13 in o � l II 702 BUILDING ELEMENTS AND MATERIALS BC 1017 TRAVEL DISTANCE: �r 702.1 INTERIOR FINISHES, FLOOR BC 804.4: INT. FLOOR NA SEE FINISH TABLE BELOW THROUGH FINISH, AND TRIM FINISH SHALL HAVE A MAXIMUM:000. B W/ SPRINK. 200 FT W/O SPRINKLERS Z 702.3 MIN CLASS II CRITICAL H Q F ACTUAL MAX TRAVEL DISTANCE: 69'-8" o �- 703.1 FIRE PROTECTION SPRINKLER REQUIRED IN PROVIDED IN TANK STORAGE FIRE SPRINKLER AND FIRE ALARM NOT REQUIRED THROUGHOUT oe Z (> TANK STORAGE BUILDING PER 2020 IBC 907.2.2 GROUP B. & 2020 FIRE CODE BC TABLE 1006.2.1 COMMON PATH OF EGRESS FOR SPACES WITH ONE EXIT: w o 5306.2.2 ONE-HOUR INTERIOR ROOM WHERE 1-HR RATED MAXIMUM ALLOWED: 100 FT W 0 SPRINKLERS INTERIOR ROOM SHALL BE SELF-CLOSING; SMOKE AND DRAFT / U CONTROL ASSEMBLIES HAVING FIRE PROTECTION RATING NOT f� LESS THAN 1 HR.; ROOM TO BE EXHAUSTED THROUGH A DUCT MAXIMUM PROVIDED: 45'-8" FT TO THE EXTERIOR AND AN INSTALLED WITHIN THE ROOM. VENTILATION TOMATIC (WILL COMPLY WITH 4 I� MECHANICAL PER SL CODE OF NYS AND PROVIDE AT MINIMUM RATE OF 1 BC 1006 NUMBER OF EXITS: 704.1 MEANS OF EGRESS A V R S A E 0 LI N A- 0 D E E N N C TI S. NUMBER OF EXITS REQ'D: 1 EXITS PER BC 1006.2.1 PROTECTION PROVIDED WITH PROPOSED USE/OCCUPANCY NUMBER OF EXITS PROVIDED: 2 EXITS 705.1 ACCESSIBILITY ACCESSIBLE MEANS OF EXISTING NO CHANGE NO ALTERATIONS THAT AFFECT EXISTING LEVEL ACCESSIBILITY ARE BC 1005.3.2 MINIMUM EXIT WIDTH: EGRESS REQUIRED BY PROPOSED AS PART OF THIS APPLICATION. THE EXISTING CHAPTER 11 OF THE IBC BUILDING IS FULLY ACCESSIBLE AND ALL NEIN DOORS SHALL 13 OCC. X 0.20 IN. PER OCC. 2.6 IN. REQUIRED rj NOT REQUIRED FOR COMPLY, SEE PLANS. (2) EXIST. 36 IN.(MIN) DOORS = 72 IN. MANCINI EXISTING FACILITIES 708 ENERGY CONSERVATION, NEW ENVELOPE AND WILL COMPLY NEW WINDOWS WILL COMPLY. EXISTING MECHANICAL EQUIPMENT TOTAL EXIT DOOR WIDTH PROV'D = 72 IN. MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT TO BE MODIFIED. NEW MECHANICAL EQUIPMENT WILL COMPLY. ARCHITECTURE SHALL CONFORM TO ECC FC 5306.2.2 MEDICAL GASES - ONE-HOUR INTERIOR ROOM mul CONSTRUCTION CHAPTER 8 - ALTERATIONS LEVEL 2 ONE-HOUR INTERIOR ROOM WHERE 1-HR RATED INTERIOR ROOM SHALL BE SELF-CLOSING; SMOKE AND _ _ 222 Middle Country Rd, Suite 314 803 BUILDING ELEMENTS AND MATERIALS DRAFT CONTROL ASSEMBLIES HAVING FIRE PROTECTION _ �� Smithtown, NY 11787 803.4 INTERIOR FINISH WALL FINISH TO COMPLY WILL COMPLY SEE FINISH TABLE BELOW RATING NOT LESS THAN 1 "HR.; ROOM TO BE EXHAUSTED _ _ _ �� T: 631-979-0104 W/ BC TABLE 803.11 THROUGH A DUCT TO THE EXTERIOR AND AN AUTOMATIC LII F: 631-979-3445 SPRINKLER SHALL BE INSTALLED WITHIN THE ROOM. VENTILATION WILL COMPLY WITH MECHANICAL CODE OF - - - info@manciniarchitecture.com I P NYS AND PROVIDE AT MINIMUM RATE OF 1 CFM PER SQ. 803.2 AUTOMATIC SPRINKLER 803.2.2 GROUP B LESS NOT REQUIRED 803.2.2 GROUP B LESS THAN 30 OCCUPANTS, SPRINKLERS NOT FT. SYSTEMS THAN 30 OCCUPANTS, REQUIRED IN BUILDING. SPRINKLERS NOT NEW TANK STORAGE MEDICAL GAS: (2) 02 - 244 FT' REQUIRED IN BUILDING. WN,O - 426 FT' 803.4 FIRE ALARM AND DEfE TIO 0 R U D FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 TOTAL: 1,340 FT' b IBC 907.2.2 GROUP B. 8 LIMITED AREA SPRINKLER SYSTEMS SECOND POD G /Yof RC BC 903.3. t<` 803.4.3 SMOKE ALARMS NOT REQUIRED NOT REQUIRED FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 FL00R EGRESS PLAN MGi CO R " IBC 907.2.2 GROUP B LIMITED AREA SPRINKLER SYSTEMS SHALL NOT EXCEED (6) 1 /41' = 1 /-0" SPRINKLERS IN ANY SINGLE FIRE AREA 805 MEANS OF EGRESS 1 1 SPRINKLER HEAD PROVIDED NEW IN 805.3 NUMBER OF EXITS MINIMUM OF ONE EXIT 2 EXITS REFER TO THE EGRESS PLAN AND CALCULATIONS ON SHEETS ( ) (NEW) A-001. TANK STORAGE 03810 40�� 805.4.1 TWO EGRESS DOORWAYS OCCUPANT LOAD & WHERE APPLICABLE, WILL EXISTING UNIT SHALL MAINTAIN 2 MEANS OF EGRESS. DOES NOT FOF NE`N REQUIRED TRAVEL DISTANCE, COMPLY EXCEED OCCUPANT LOAD & TRAVEL DISTANCE REQUIREMENT. WHERE A LIMITED AREA SPRINKLER SYSTEM IS INSTALLED IN >50 OCCUPANTS, OR A BUILDING WITHOUT AN AUTOMATIC WET STANDPIPE SYSTEM, >75 FT TRAVEL WATER SHALL BE PERMITTED TO BE SUPPLIED BY THE DISTANCE PLUMBING SYSTEM PROVIDED THAT THE PLUMBING SYSTEM IS 805.4.2 DOOR SWING >50 OCCUPANTS, DOOR NA OCCUPANCY IS 13 PEOPLE. CAPABLE OF SIMULTANEOUSLY SUPPLYING DOMESTIC AND TO SWING IN DIRECTION OF TRAVEL SPRINKLER DEMANDS. 805.4.3 DOOR CLOSING EXIT DOORS SHALL BE SELF CLOSING DOORS PROVIDED EXISTING EXIT DOOR IS SELF CLOSING PLUMBING FIXTURES: This drawing has been prepared for the SELF-CLOSING WATER CLOSETS: indicated project and is an instrument of 805.7 MEANS OF EGRESS LIGHTING ARTIFICIAL LIGHTING MEANS OF EGRESS ARE ALL MEANS OF EGRESS ARE EQUIPPED WITH ARTIFICIAL LIGHTING 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE service copyrighted by Mancini Architecture REQUIRED: B REQUIRED EQUIPPED WITH ARTIFICIAL AS PER IBC. SEE REFLECTED CEILING PLAN ( ) PLLC. This drawing may not be copied or LIGHTING REMAINDER EXCEEDING 50 used, in whole or in part, by any party without B = 805.8 EXIT SIGNS EXIT SIGNS REQUIRED ILLUMINATED EXIT SIGNS REFER TO THE EGRESS PLAN ON DRAWING A-001 AND FLOOR & BUSINESS: (B) 13 OCC. 1 BATHROOM REQ'D E � � � � � � � the expressed written consent of Mancini THROUGHOUT THE MEANS PROVIDED CEILING PLANS FOR LOCATIONS. 1 BATHROOMS PROVIDED (NEW) Architecture PLLC. Infringements or any use OF EGRESS LAVATORIES: of this drawing for any other purposes will be 808 ELECTRICAL COMPLY WITH NEPA 70 WILL COMPLY ELECTRICIAN TO ARRANGE FOR AND PROVIDE UL INSPECTION REQUIRED: (B) 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE SD prosecuted to the full extend of criminal law (NEC) AND CERTIFICATE. REMAINDER EXCEEDING 80 809.1 MECHANICAL, RECONFIGURED NATURAL OR NATURAL OR MECHANICAL EXISTING MECHANICAL HVAC EQUIPMENT TO BE MODIFIED. BUSINESS: (B) 13 OCC. = 1 LAVATORY REQ'D SPACES MECHANICAL VENTILATION VENTILATION PROVIDED IN ALL 1 LAVATORIES PROVIDED (NEW) REQUIRED OCCUPIABLE SPACES DRINKING FOUNTAINS: KEY PLAN 811 ENERGY CONSERVATION, NEW ENVELOPE AND WILL COMPLY NEW WINDOWS WILL COMPLY. EXISTING MECHANICAL EQUIPMENT NOT REQUIRED: (B) DRINKING FOUNTAIN NOT REQUIRED PER MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT TO BE MODIFIED. NEW MECHANICAL EQUIPMENT WILL COMPLY. NYS PLUMBING CODE 410.2 WHERE SHALL CONFORM TO ECC DRINKING FOUNTAINS SHALL NOT BE 001-1 CHAPTER 9 - ALTERATIONS LEVEL 3 REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER. 901.2 COMPLIANCE WORK SHALL COMPLY WILL COMPLY WORK WILL COMPLY. SERVICE SINK: P� SERVICE SINK NOT REQUIRED PER NYS S WITH CHAPTERS 7, 8, s NOT REQUIRED: (B) P PLUMBING CODE TABLE 403.1 EXCEPTION 903 - BUILDING ELEMENTS AND MATERIALS "E" WHERE BUSINESS CLASSIFICATIONS WITH AN OCCUPANT LOAD OF 15 OR I PROJECT LOCATIONFEWER, SERVICE SINKS SHALL NOT BE 903.1 EXISTING SHAFTS AND EXISTING STAIRWAYS WILL COMPLY SEE FINISH TABLE BELOW. REQUIRED. TRAVEL DISTANCE: 69 -8 VERTICAL OPENINGS PART OF MEANS OF COMMON PATH: 45'-8" EGRESS SHALL BE I D ENCLOSED IN ACCORDANCE WITHEGRESS PLAN LEGEND 803.13 903.3 INTERIOR FINISH IN EXITS SERVING WORK WILL COMPLY SEE FINISH TABLE BELOW. AREA SHALL CONPLY I PROJECT WITH 803.13 E,..: ,; .......,,,,,.v;>.7,,,;: 7 ;,;s;;,;;;,:.-;.; COMMON PATH OF EGRESS FIRE PROTECTION DR. KAMPOURAKIS TRAVEL DISTANCE E J 904.2 FIRE ALARM AND DETECTION NOT REQUIRED NOT REQUIRED FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 Q = I 14695 MAIN ROAD SYSTEMS IBC 907.2.2 GROUP B. cD: MATTITUCK, NY 11952 e/® EXIT SIGNS o-L0oI MEANS OF EGRESS I E „ w DRAWING TITLE U O NEW SPRINKLER HEAD IN TANK STORAGE Q Z " 905.1 GENERAL COMPLY WITH 805 OR WILL COMPLY NEW LAYOUT WILL COMPLY. SEE DRAWING A-001 FOR EGRESS SP ROOM. CONNECT TO DOMESTIC WATER. N a 905.2 AND 905.3 PLAN. O � Za SD o CODE INFO SHEET & 905.2 MEANS OF EGRESS LIGHTING ARTIFICIAL LIGHTING WILL COMPLY SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS. r r r r r r r PROPOSED/EXIST 1HR FIRE PARTITION � w o REQUIRED SEE DRAWING A-110 FOR REFLECTED CEILING PLAN. j 0 QM EGRESS PLAN 905.3 EXIT SIGNS EXIT SIGNS REQUIRED WILL COMPLY SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS. r r r r r r r r r r PROPOSED/EXIST 2 HR FIRE PARTITION �� THROUGHOUT MEANS OF SEE DRAWING A-110 FOR REFLECTED CEILING PLAN. EGRESS ® SCALE SCALE AS SHOWN ENERGY CONSERVATION REFER TO REFLECTED CEILING PLANS AND LIGHTING PLANS FOR LIGHTING W/ INTEGRATED EMERGENCY DRAWN BY -- POWER PACKS DRAWN FOR -- N _. 908.1 MINIMUM REQUIREMENTS ALTERATION AREA TO WILL COMPLY WORK WILL COMPLY. COMPLY WITH IECC OR CHECKED BY -- IRC PROJECT# INTERIOR FINISH REQUIREMENTS (BC 803.13) FINISH TYPE RATINGS PROVIDED O O DATE 01/15/2021 WALL & CEILING: 803.13 NON-SPRINKLERED, CLASS C TO BE SHEET NO. ROOMS/SPACES TABLE 803.13 GROUP B: CLASS C PROVIDED GYPSUM BOARD CLASS B FLAME SPREAD FLOORS: 804 GROUP B: CLASS II N/A. FLOOR TO A-001 BE CONCRETE INTERIOR EXIT 803.13 NON-SPRINKLERED, CLASS A TO BE CEILING TILE CLASS B FLAME SPREAD FIRST FLOOR EGRESS PLAN. WAYS & EX IIRPASSA ES TABLE 803.13 GROUP B: CLASS A PROVIDED 1 1 /411 " = 1 /-0 3 SHEET OF NO. REVISIONS DATE 12. IF HAZARDOUS MATERIALS ARE DISCOVERED DEMOLITION NOTES: 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT DURING THE COURSE OF DEMOLITION, G.C. IS TO 1 PER TOWN 4/07/21 WALL TYPE LEGEND 1. THE INTENT OF THE SELECTIVE DEMOLITION WORK BROOM CLEAN AND SECURE AT THE END OF NOTIFY THE OWNER'S REPRESENTATIVE IS TO REMOVE ALL NECESSARY AND REQUIRED EACH WORK DAY. IMMEDIATELY. (E) EXISTING WALL TO REMAIN EXISTING BUILDING CONSTRUCTION TO ALLOW ALL 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED 13. THE GENERA'_ CONTRACTOR SHALL NEW CONSTRUCTION TO PROCEED. THE DEMOLITION DRAWINGS DO NOT INDICATE ALL SHALL BE REMOVED FROM THE SITE AND COORDINATE ALL DEMOLITION WORK DOCUMENTED _ —_ —_ _ ] DEMO - EXISTING WALL TO BE REMOVED ITEMS TO BE REMOVED - THEY ARE TO BE USED DISPOSED OF AS REQUIRED BY, AND IN ON THESE DRAWINGS WITH ALL WORK AS PART OF THE GENERAL CONTRACTOR AND CONFORMANCE WITH, ALL APPLICABLE CODES, DOCUMENTED ON THE MECHANICAL, ELECTRICAL, DEMOLITION SUB-CONTRACTOR'S ON-SITE REGULATIONS OR REQUIREMENTS. VERIFY WITH AND PLUMBING DRAWINGS. 2 SURVEY TO DETERMINE THE COMPLETE SCOPE OF OWNER ABOUT ANY COMPONENTS OF SALVAGE DEMOLITION KEY NOTES: THE DEMOLITION WORK, AS INDICATED ON THE VALUE. 14. THE G.C. SHALL COORDINATE ALL DEMOLITION — � TRACT DOCUMENTS AND REQUIRED BY WORK DOCUMENTED WITH ALL WORK SHOWN ON CONTRACT SITE CONDITIONS. CONTACT ARCHITECT AT 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN THE DEMOLITION PLANS.ON- DISCOVERY OF ANY DISCREPANCIES. A MANNER WHICH COMPLIES WITH ALL II \I 5 REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH APPLICABLE CODES AND REQUIREMENTS. 15. THE G.C. SHALL COORDINATE PATCHING OF — — — — — ADJACENT SURFACES AS REQ'D TO MAINTAIN UNIFORM WALL 2. THE GENERAL CONTRACTOR (G.C.) WILL ANY MATERIALS DAMAGED OR COMPROMISED — — THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW COORDINATE THE SCHEDULING WITH THE OWNER'S 8. THE G.C. SHALL SECURE ANY NECESSARY DURING DEMOLITION OPERATIONS (E.G. CONSTRUCTION AND/OR DEMOLITION PERMITS E O1 FINISH. (TYP). DISCONNECT ALL EXISTING DEVICES, JUNCTION REPRESENTATIVE AND SHALL INFORM THE FIREPROOFING, CONCRETE SLAB) TO MAINTAIN 5 1 BOXES & RECEPTACLES ON EXISTING WALLS TO BE OWNER'S REPRESENTATIVE OF THE SCHEDULE OF PRIOR TO STARTING DEMOLITION WORK. CONTINUITY OF REQUIRED FIRE RATING, DEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS & WIRING DEMOLITION PROCEDURES IN ADVANCE ED ACOUSTICAL SEPARATION, ETC. BACK TO EXISTING POWER SOURCE. MAINTAIN CIRCUIT STARTING ANY DEMOLITION. WORK MAY NOT 9• FIRE EXTINGUISHER REQUIREMENTS OF ALL APPLICABLE CODES SHALL BE STRICTLY CONTINUITY FOR EXISTING RECEPTACLES TO REMAIN. 16. THE G.C. SHALL IDENTIFY EQUIPMENT AND PROCEED UNTIL THE OWNERS REPRESENTATIVE MAINTAINED IN ALL AREAS OF DEMOLITION MATERIALS TO BE RELOCATED AND COORDINATE 3 PROVIDES THE G.C. WITH WRITTEN ACCEPTANCE DURING ALL DEMOLITION OPERATIONS. THEIR METHODS OF REMOVAL, SAFE STORAGE, 2 REMOVE EXISTING DOOR/WINDOW & FRAME AND PREP FOR OF SUCH SCHEDULE. 2 INSTALLATION OF NEW UNITS. COORDINATE WITH 10. PROVIDE TEMPORARY MEASURES AS REQUIRED INVENTORY, ETC. WITH OWNER'S REPRESENTATIVE T O II 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE TO MAINTAIN REQUIRED EMERGENCY EGRESS PRIOR TO START OF DEMOLITION WORK. �11 II ��\13 DOOR/WINDOW SCHEDULE AND DOOR/WINDOW INSTALLER. OWNER'S REPRESENTATIVE 4 DAYS IN ADVANCE FROM THE BUILDING AT ALL TIMES DURING 17. THE BUILDING AND SITE SHALL BE LEFT 2 2 11 \ OF ANY INTERRUPTION TO BUILDING UTILITY DEMOLITION PROCESSES. BROOM CLEAN AND DRY AT THE COMPLETION OF REMOVE EXISTING FLOOR FINISH, THROUGHOUT THE ENTIRE SERVICES. SUCH NOTIFICATION APPLIES TO THE SELECTIVE DEMOLITION WORK. 30 SPACE, ALL THE WAY TO THE SLAB. CLEAN AND PREP SLAB WORK PERFORMED DURING NORMAL AND 11. THE ARCHITECT SHALL HAVE NO FOR SMOOTH FINISH F-OR INSTALLATION OF NEW FLOORING. OFF-HOURS. RESPONSIBILITY FOR ANY HAZARDOUS MATERIALS 18. RESTORE ANY SURFACES OR FINISHES WHICH I� IN ANY FORM AT THE PROJECT SITE. THIS ARE SCRATCHED, MARRED OR OTHERWISE REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL 4. DEBRIS SHALL BE CONTAINED ON SITE IN INCLUDES, BUT IS NOT LIMITED TO, ASBESTOS,/ DAMAGED BY THE INSTALLATION, MOVEMENT OR 3 1 2 OPLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF DUMPSTER ROLL OF CONTAINERS PER TOWN OF ASBESTOS CONTAINING PRODUCTS, REMOVAL OF ALL EQUIPMENT ASSOCIATED WITH _ _� �� 4 4 AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW BROOKHAVEN REQUIREMENTS. CONTRACTOR IS POLYCHLORINATED BIPHENYLS (PCB'S), LEAD, OR DEMOLITION PROCEDURES (E.G. SCAFFOLDING, T 5 FIXTURES. RESPONSIBLE FOR ANY APPLICABLE PERMITS AS ANY OTHER TOXIC SUBSTANCE. REQUIRED BY THE TOWN. CONTAINERS, ETC.). 3 �I //\ I I ITIII� I I IIIMANCI IN O DEMOLISH STAIRS IN THEIR ENTIRETY. II f— \ I I I I II I I I I III / I J ARCHITECTURE O6 RELOCATE FLOOR VENT. E 11mul CONSTRUCTION 1 O7 REMOVE MILLWORK COUNTERS, AND ANY LOWER CABINETS. NOTE: DEMO ALL SHEETROCK ON CEILING AND EXPOSE ALL CEILING FRAMING ON FIRST FLOOR BEFORE 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 DEMOLITION. CONTACT ARCHITECTS FOR IN—FIELD VERIFICATION AND STRUCTURE ASSESSMENT. T: 631-979-0104 O8 REMOVE EXISTING FIREPLACE. E : 631-979-3445 3 info@manciniarchitecture.com REMOVE EXISTING CEILING TILES & GRAD SYSTEM IN THEIR E ENTIRETY, IN THIS AREA. REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. SALVAGE AS POSSIBLE FOR REUSE OR STORE 90 AS DIRECTED BY OWNER. REMOVE ANY SMOKE DETECTORS AND REPLACE WITH NEW FIXTURES. DEMOLISH ANY SHEETROCK AND E PLYWOOD SHEATHING BEYOND THE COILING GRID TO EXPOSE 'c THE FLOOR JOISTS A130 �,�kEO AqC ,PON REMOVE EXISTING EXIT SIGNS AND EMERGENCY LIGHTS. TO BE 10 REPLACED WITH NEW FIXTURES. O11 DEMOLISH EXISTING CEILING IN ITS ENTIRETY, IN THIS AREA. SECOND FLOOR DEM 0 PLAN REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. _4G`i`}tti � 2 "=V-0 N 0 7� 0¢� 1/4 =1 -0" of n�E�� 12 REMOVE EXISTING LIGHT FIXTURES. PREPARE FOR INSTALLATION OF NEW. 2 2 4 2 13 DEMOLISH CHIMNEY CHASE IN ITS ENTIRETY. _ — —_— REMOVE EXISTING SMOKE DETECTOR ALARMS AND PREPARE n This drawing has been prepared for the ) 3 / 1 E indicated project and is an instrument of FOR INSTALLATION OF NEW. I I 4 I U 1 service copyrighted by Mancini Architecture DEMOLISH ALL MISCEI-LANEOUS PLUMBING LINES IN BASEMENT 7 I I PLLC. This drawing may not be copied or 15 THAT ARE NO LONGER BEING USED. REPLACE EXISTING I used, in whole or in part, o any party without O PLUMBING LINES WITH NEW. 2 3 3 7 I I I �_ i���J the expressed written consent of Mancini E � 1 \_/ —'�'L a I Architecture PLLC. Infringements or any use 15 _ _ 2 _ I of this drawing for any other purposes will be CEM 7 LI prosecuted to the full extend of criminal law L __J I I � - - - - - - � - - - � I I II 2 I I II 6 \� I ) KEY PLAN - - 0 7 �� 1 1 l I I I \ I E - - � 1 1 L L _ �-�- -� 2 ILL= 1 1 2 - - - - - - - E 3 I I 1 III 1 6 / 1 Po - - - - 2 j1 11 3 I r r 3 2 " 1 PROJECT Q 15 i I I i I I i Illi 3 E Il LOCATION - - - - X , 13 E- - - - - � �/ IIII I I IIIII 2 L - - - - / 11 1 I 1 I11 _ LL -1-q i L- - - - I U I I1I - - - - Xw �� �® - - - r - - - - -- - - - - ' - - J J m O T T PROJECT - - - - - .. 2x8 FLOOR JOISTS C> 16" O.C. � EX'G (2)3 �„ — — — — — L — I I it /,� 3 T \�\ I1 2 i1 \/ l DR. KAMPOURAKIS X 6 BEAM 7 TO REMAIN I` — — — — — I Lf— d I E 3 2 l � - - 14695 MAIN ROAD O 1 10 . 2 1 2 11 L= I MATTITUCK, NY 11952 _ 7 7 7 — DRAWING TITLE - - t— __ _- -- " - - - - - - - - -, 7 r - � 2 E I II I i LINE OF I E E I I I I II _ UNDERPINNING _ _ _ _ i =_ __J — o �� — _ — E 4 I I I I 3 DEMO PLANS - - _ _ _ I � E I - - - - _16 3 L — JL - _J J� I 4 r �— — I = _ = SCALE SCALE AS SHOWN _ _ _ _ _ _ _ I 111 7 I II— \ DRAWN BY MIS zni� - 2 11 3 �l 2 DRAWN FOR -- W I E X � � I I � E o _ _ - - - — — 4 cgs CQ3 CHECKED BY -- H - 1 (r PROJECT# _ X Q— - I — — �` ® I L _ JI DATE 01/06/2021 Lu SHEET NO. 2 2 BASEMENT DEMO PLAN FIRST FLOOR DEMO PLAN A-01 o 3 1 /4"=1 0)' 4 SHEET OF NO. REVISIONS DATE 1Q PER TOWN 4/07/21 DEMOLITION NOTES: 12. IF HAZARDOUS MATERIALS ARE DISCOVERED WALL TYPE LEGEND 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT DURING THE COURSE OF DEMOLITION, G.C. IS TO 1. THE INTENT OF THE SELECTIVE DEMOLITION WORK BROOM CLEAN AND SECURE AT THE END OF NOTIFY THE OWNER'S REPRESENTATIVE IS TO REMOVE ALL NECESSARY AND REQUIRED EACH WORK DAY. IMMEDIATELY. 1 (E) EXISTING WALL TO REMAIN EXISTING BUILDING CONSTRUCTION TO ALLOW ALL 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED 13. THE GENERAL CONTRACTOR SHALL NEW CONSTRUCTION TO PROCEED. THE DEMOLITION WORK DOCUMENTED DEMOLITION DRAWINGS DO NOT INDICATE ALL SHALL BE REMOVED FROM THE SITE AND COORDINATE ALL DEM • _ _ _ _ DEMO — EXISTING WALL TO BE REMOVED ITEMS TO BE REMOVED — -THEY ARE TO BE USED DISPOSED OF AS REQUIRED BY, AND IN ON THESE DRAWINGS WITH ALL WORK AS PART OF THE GENERAL CONTRACTOR AND CONFORMANCE WITH, ALL APPLICABLE CODES, DOCUMENTED ON THE MECHANICAL, ELECTRICAL, 12 DEMOLITION SUB—CONTRACTOR'S ON—SITE REGULATIONS OR REQUIREMENTS. VERIFY WITH AND PLUMBING DRAWINGS. SURVEY TO DETERMINE THE COMPLETE SCOPE OF OWNER ABOUT ANY COMPONENTS OF SALVAGE �. DEMOLITION KEY NOTES: THE DEMOLITION WORK, AS INDICATED ON THE VALUE. 14. THE G.C. SHALL COORDINATE ALL DEMOLITION WORK DOCUMENTED WITH ALL WORK SHOWN ON 11 CONTRACT DOCUMENTS AND REQUIRED BY 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN THE DEMOLITION PLANS. ON—SITE CONDITIONS. CONTACT ARCHITECT AT A MANNER WHICH COMPLIES WITH ALL _ REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH DISCOVERY OF ANY DISCREPANCIES. APPLICABLE CODES AND REQUIREMENTS. 15. THE G.C. SHALL COORDINATE PATCHING OF —— — — ADJACENT SURFACES AS REQ'D TO MAINTAIN UNIFORM WALL 2. THE GENERAL CONTRACTOR (G.C.) WILL ANY MATERIALS DAMAGED OR COMPROMISED 8. THE G.C. SHALL SECURE ANY NECESSARY THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW DURING DEMOLITION OPERATIONS (E.G. FINISH. (TYP). DISCONNECT ALL EXISTING DEVICES, JUNCTION COORDINATE THE SCHEDULING WITH THE OWNERS CONSTRUCTION AND/OR DEMOLITION PERMITS FIREPROOFING, CONCRETE SLAB) TO MAINTAIN OREPRESENTATIVE AND SHALL INFORM THE PRIOR TO STARTING DEMOLITION WORK. BOXES & RECEPTACLES ON EXISTING WALLS TO BE OWNER'S REPRESENTATIVE OF THE SCHEDULE OF CONTINUITY OF REQUIRED FIRE RATING, DEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS & WIRING DEMOLITION PROCEDURES IN ADVANCE OF 9. FIRE EXTINGUISHER REQUIREMENTS OF ALL ACOUSTICAL SEPARATION, ETC. BACK TO EXISTING POWER SOURCE. MAINTAIN CIRCUIT STARTING ANY DEMOLITION. WORK MAY NOT CONTINUITY FOR EXISTING RECEPTACLES TO REMAIN. APPLICABLE CODES SHALL BE STRICTLY 16. THE G.C. SHALL IDENTIFY EQUIPMENT AND 11 PROCEED UNTIL THE OWNERS REPRESENTATIVE MAINTAINED IN ALL AREAS OF DEMOLITION MATERIALS TO BE RELOCATED AND COORDINATE 12. .`... . PROVIDES THE G.C. WITH WRITTEN ACCEPTANCE DURING ALL DEMOLITION OPERATIONS. THEIR METHODS OF REMOVAL, SAFE STORAGE, REMOVE EXISTING DOOR/WINDOW & FRAME AND PREP FOR OF SUCH SCHEDULE. INVENTORY, ETC. WITH OWNER'S REPRESENTATIVE 10. PROVIDE TEMPORARY MEASURES AS REQUIRED _2 INSTALLATION OF NEW UNITS. COORDINATE WITH PRIOR TO START OF DEMOLITION WORK. DOOR/WINDOW' SCHEDULE AND DOOR/WINDOW INSTALLER. 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE TO MAINTAIN REQUIRED EMERGENCY EGRESS OWNER'S REPRESENTATIVE 4 DAYS IN ADVANCE FROM THE BUILDING AT ALL TIMES DURING 17. THE BUILDING AND SITE SHALL BE LEFT OF ANY INTERRUPTION TO BUILDING UTILITY DEMOLITION PROCESSES. BROOM CLEAN AND DRY AT THE COMPLETION OF REMOVE EXISTING FLOOR FINISH, THROUGHOUT THE ENTIRE SERVICES. SUCH NOTIFICATION APPLIES TO THE SELECTIVE DEMOLITION WORK. • O3 SPACE, ALL TIHE WAY TO THE SLAB. CLEAN AND PREP SLAB WORK PERFORMED DURING NORMAL AND 11. THE ARCHITECT SHALL HAVE NO 14 • U.' FOR SMOOTH FINISH FOR INSTALLATION OF NEW FLOORING. OFF—HOURS. RESPONSIBILITY FOR ANY HAZARDOUS MATERIALS ( 18. RESTORE ANY SURFACES OR FINISHES WHICH SD,;,-� IN ANY FORM AT THE PROJECT SITE. THIS ARE SCRATCHED, MARRED OR OTHERWISE k REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL 4. DEBRIS SHALL BE CONTAINED ON SITE IN INCLUDES, BUT IS NOT LIMITED TO, ASBESTOS, DAMAGED BY THE INSTALLATION, MOVEMENT OR PLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF DUMPSTER/ROLL OF CONTAINERS PER TOWN OF ASBESTOS CONTAINING PRODUCTS, REMOVAL OF ALL EQUIPMENT ASSOCIATED WITH O4 AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW BROOKHAVEN REQUIREMENTS. CONTRACTOR IS POLYCHLORINATED BIPHENYLS (PCB'S), LEAD, OR DEMOLITION PROCEDURES (E.G. SCAFFOLDING, MANCINI FIXTURES. RESPONSIBLE FOR ANY APPLICABLE PERMITS AS ANY OTHER TOXIC SUBSTANCE. CONTAINERS ETC. . ''' ' REQUIRED BY THE TOWN. ARCHITECTURE O DEMOLISH STAIRS IN THEIR ENTIRETY. — — — mul CONSTRUCTION _6 RELOCATE FLOOR VENT. 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 0 7 REMOVE MILLWORK COUNTERS, AND ANY LOWER CABINETS. NOTE: DEMO ALL SHEETROCK ON CEILING AND EXPOSE ALL CEILING FRAMING ON FIRST FLOOR BEFORE T:631.979.0104 F: 631-979-3445 DEMOLITION. CONTACT ARCHITECTS FOR IN-FIELD VERIFICATION AND STRUCTUREASSESSMENT. :. info@manciniarchitecture.com _8 REMOVE EXISTING FIREPLACE. REMOVE EXISTING CEILING TILES & GRID SYSTEM IN THEIR ENTIRETY, IN THIS AREA. REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. SALVAGE AS IPOSSIBLE FOR REUSE OR STORE 1:1 _9 AS DIRECTED BY OWNER. REMOVE ANY SMOKE DETECTORS AND REPLACE WITH NEW FIXTURES. DEMOLISH ANY SHEETROCK AND ED ARC PLYWOOD SHEATHING BEYOND THE CEILING GRID TO EXPOSE ��a THE FLOOR JOISTS ABOVE. ��5 ?ON THE 10 REMOVE EXISTING EXIT SIGNS AND EMERGENCY LIGHTS. TO BE REPLACED WITH NEW FIXTURES. �,• SECOND FLOOR DEMO RCP ���•� DEMOLISH EXISTING CEILING IN ITS ENTIRETY, IN THIS AREA. 2 � 03170 �t0�� 11 REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. � /4»=1 �—O" F FIN 12 REMOVE EXISTING LIGHT FIXTURES. PREPARE FOR INSTALLATION OF NEW. 11 13 DEMOLISH CHIMNEY CHASE IN ITS ENTIRETY. This drawing has been prepared for the U:... —1— — — — indicated project and is an instrument of service copyrighted by Mancini Architecture REMOVE EXISTING SMOKE DETECTOR ALARMS AND PREPARE 11 . : . ...� I. :.. .: I PLLC. This drawing may not be copied or ( I•: I —I — — used, in whole or in part, by any party without 14 FOR INSTALLATION OF NEW. � I : : .. I I 9 Y p L — = J r- the expressed written consent of Mancini DEMOLISH ALLMISCELLANEOUS PLUMBING LINES IN BASEMENT 11• 11 I II Architecture PLLC. Infringements or any use 15 THAT ARE NO LONGER BEING USED. REPLACE EXISTING >' I 1 I of this drawing for any other purposes will be 0 1 I I r — (� prosecuted to the full extend of criminal law 1 Ir PLUMBING LINES WITH NEW. I I I 9 II II KEY PLAN 1.0 r 71 I I I _ I - -I- - L - - - -TJ1_ __ 1 _ _ 1 I — I - -I- - 9 — �- - -I — - - -� - - — � _ — LJI 14 I I ( 1 I I I I I 1 ( SDI —I- - 1 ( - -1- - J I 1 9 1 I 9 I I I LOCATION PROJECT I I L - - - - �- - I I — fi - -I- - I ( � I — — '- - J - -I- - 10 9 I 1 1 L _ _' _ � I I I I I T 1 — —1 1414 SSD — E - - - - I i ( 1 i - -I- - PROJECT 14 7 7 I 1 9 I ( I I I ( � I I I I DR. KAMPOURAKIS —i — i - - i 9 I- - -1 — I I I I SDI I L — J — J�JI_ - - - - - - - - - - - - - - L= J— — I — — 14695 MAIN ROAD MATTITUCK, NY 11952 12 E I I I I I I I 1 10 I I DRAWING TITLE I s IL JI L J i 1 i I 1 i DEMO R CPS r— — I I I I I 110 I ( (� 10 I F _ _ I I I I SCALE SCALE AS SHOWN 9 71 10 I I I DRAWN BY M I S DRAWN FOR -- CHECKED BY 1 •. � - - - - �� - - - - � - - 1 I . . ...:. .... : .::: .I I I I I -- — r - - � — - - - - - - - - — D 1 I I I I I I PROJECT# -- DATE 01/06/2021 SHEET NO. FIRST FLOOR DEMO RCP A-01 1 1 /4„ „ =� $-o I 10 5 SHEET OF FOUNDATION NOTES: WOOD FRAMING NOTES: STRUCTURAL FRAMING NOTES: NO. REVISIONS DATE 1. THE FOUNDATION CONSISTS OF POURED REINFORCED ALL LUMBER IS TO BE AS FOLLOWS UNLESS OTHERWISE NOTED PER TOWN 4/07/21 CONCRETE FOUNDATION WALL ON A POURED REINFORCED ON DRAWINGS: 1 CONCRETE FOOTING WITH AN ON-GRADE CONCRETE SLAB AND POURED REINFORCED CONCRETE COLUMNS. 1. NOT EXPOSED TO WEATHER: 1 NEW 6X6 POST DOWN TO EXISTING BEAM BELOW. DOUGLAS FIR LARCH, NO. 2 OR BETTER WITH EXTREME 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING FIBER BENDING STRESS OF 850 PSI OR BETTER, AND A A COPY OF THE SUBSURFACE INVESTIGATION REPORT MODULUS OF ELASTICITY OF 1,700,000 PSI OR BETTER. O NEW 4X6 POST DOWN TO EXISTING BEAM OR FOUNDATION WITH THE REQUIREMENTS OF- THE GEOTECHNICAL BELOW. BLOCK SOLID ANY CAVITIES. - ENGINEER. 2. EXPOSED TO WEATHER: PRESSURE TREATED FOR INSECT AND MOISTURE r 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR SECURING RESISTANCE. TO BE SOUTHERN YELLOW PINE WITH A O NEW 4X4 POST DOWN TO EXISTING BEAM OR FOUNDATION `n i STORAGE ANY SURVEYING SERVICES REQUIRED TO PROPERLY EXTREME FIBER BENDING STRESS OF 1150 PSI OR BETTER BELOW. BLOCK SOLID ANY CAVITIES. LAYOUT THE WORK. AND A MODULUS OF ELASTICITY OF 1,400,000 PSI OR BETTER, OR AS NOTED ON PLANS. W4 NEW 3 1" STANDARD STEEL PIPE COLUMN, FROM BOTTOM OF 4. ALL ASPECTS OF THIS WORK SHALL BE SUBJECT TO BEAM TO NEW FOOTING IN BASEMENT SLAB. WELD SIMPSON REVIEW BY A REGISTERED PROFESSIONAL ENGINEER AT 3. CONNECTORS AND FASTENERS FOR ACQ TREATEDO CCOQ6-SDS2.5 (ECC06-SDS2.5 AT END CONDITION). PROVIDE THE OWNER'S EXPENSE. (EXTERIOR DECK AND INTERIOR SILL PLATES): 8" X 8" X �" BASE PLATE. 3 -5 A. ALL CONNECTORS SHALL BE EITHER TYPE 304, 316L 13 -5 5. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED (ASTM (, W6 PROTECTED FROM FREEZING AND FROST ACTION DURING A123) ON ALL SIDES. O NEW 30" X 30" X 12" POURED CONCRETE FOOTING W/ (5) #4 THE COURSE OF CONSTRUCTION. BARS EACH DIRECTION. B. ALL FASTENERS FOR STAINLESS STEEL CONNECTORS ` �a SHALL BE STAINLESS STEEL. ` \ p I I OFFICE CONCRETE NOTES: NEW 24" X 36" X 12" POURED CONCRETE FOOTING, W/ (6) #4 v /� 00 (08) I I AREA TRANSVERSE BARS AND 4 4 LONGITUDINAL BARS. DOWEL V (� v C. ALL FASTENERS FOR HOT DIPPED GALVANIZED ( ) # � rQ� C p 1. ALL CONCRETE WORK SHALT_ CONFORM TO ALL THE CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO O TRANSVERSE BARS INTO EXISTING ADJACENT FOOTING (V.I.F) 1l. O (07� REQUIREMENTS OF THE FOLLOWING: SPECIFICATION ASTM A153. W/ SIMPSON SET EPDXY ADHESIVE. INSTALL PER v 1.1. A.C.I. 318-2014, BUILDING CODE REQUIREMENTS FOR MANUFACTURER. FTE" EXCEPT AS MODIFIED BY 1, STRUCTURAL CONCRETE" 4. ENGINEERED LUMBER RATINGS: LL SECTION 1905 OF THE BCNYS. SINGLE MEMBER BENDING STRESS: 2800 PSI 5 1.2. A.C.I. 301-2005, 'SPECIFICATIONS FOR STRUCTURAL HORIZONTAL SHEAR STRESS: 285 PSI BEAM CONNECTOR SCHEDULE p CONCRETE IN BUILDINGS" MODULUS OF ELASTICITY: 2,000,000 PSI W4 10 FEC 1.3. CHAPTER 19 OF THE BCNYS. BEAM WIDTH POST DEPTH SIMPSON CONNECTOR 5. ALL BUILT UP MEMBERS SHALL BE SPIKED (3) 16d NAILS CENTER SUPPORT END SUPPORT r , W4 2. CONCRETE SHALL BE THE SPECIFIED WEIGHT AND AT 16" O.C. AND THROUGH BOLTED WITH 2 STAGGERED DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS 7'-11 " g'_O" (TOP TO BOTTOM) ROWS OF 3/4" DIA. STEEL BOLTS AT 16" 3 �" 3 �" CCQ44SDS 2.5 ECCQ44SD 2.5 10 FOLLOWS: IN ACCORDANCE WITH TABLE 1904.2.2 O.C. PLUS ADDITIONAL BOLT AT SUPPORT POINTS UNLESS 06 OFFICE 171' mANCII"N' l LOCATION WEIGHT STRENGTH W C RATIO CALLED OUT OTHERWISE. 5 �" 3 �" CCQ64SDS 2.5 ECCQ64SD 2.5 IVI FOOTINGS NORMAL 4000 PSI 0.44 6. JOIST REQUIREMENTS: WALLS - GENERAL NORMAL 3500 PSI 0.44 ALL JOISTS SHALL BE BLOCKED AT 8' O.C. MAXIMUM M U I ARCHITECTURE SLAB-ON-GRADE NORMAL 3500 PSI 0.44 SPACING. DOUBLE ALL JOISTS BELOW PARTITIONS AND ADD 5 " 5 CCQ66SDS 2.5 ECCQ66SD 2.5 p CONSTRUCTION SOLID BLOCKING, AT 16" O.C., BETWEEN ALL JOISTS 3 09 3. ALL DETAILING FABRICATION, AND ERECTION OF RUNNING PERPENDICULAR TO WALLS ABOVE. 222 Middle Country Rd, Suite 314 REINFORCING BARS, UNLESS OTHERWISE NOTED, MUST STEEL SEE STRUCTURAL FRAMING NOTE 4 Smithtown, NY FOLLOW THE LATEST ACI CODE AND THE LATEST ACI 7. PROVIDE SOLID BLOCKING BETWEEN ALL POSTS AND THEIR POST 11 "MANUAL OF STANDARD PRACTICE FOR DETAILING SUPPORTS. - - �I BREAK ROOM T: 631-979-01104 11787 �I F: 631-979-3445 REINFORCED CONCRETE STRUCTURES". 8. ALL BEAMS ARE TO BE SUPPORTED BY POSTS THAT HAVE II info@manciniarchitecture.com 4. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE THE SAME DEPTH AND WIDTH AS THE BEAM OR WALL ENGINEER FOR REVIEW, TOGETHER WITH LABORATORY THICKNESS, WHICHEVER IS GREATER - UNLESS NOTED REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE OTHERWISE ON PLANS. II MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF ACI 301-05. ALSO SEE CHAPTER 17 BCNYS. -K,�aED ARC, 5. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION OTHER THAN ENTRAINED �5 ,PONG 'Si AIR. CONCRETE EXPOSED 'TO THE WEATHER, SUCH AS THAT USED IN FOUNDATION. PROPOSED SECOND FLOOR STRUCTURE FRAMING PLAN . 6. AIR ENTRAINMENT: 3 6.1. FOOTINGS AND FOUNDATION WALLS SHALL CONTAIN 5 1 /4"=11-01f � 338170 + 1% ENTRAINED AIR. 6.2.INTERIOR SLABS: DO NOT USE AIR ENTRAINMENT OF NES ADMIXTURE FOR INTERIOR SLABS. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. 8. WELDED WIRE FABRIC SHALT_ CONFORM TO ASTM A 185Q z w WITH A MINIMUM YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE TOGETHER. m o w This drawing has been prepared for the X _ indicated project and is an instrument of 9. CONCRETE COVER SHALL BE AS PER A.C.I 318 w o W > service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or ~ used, in whole or in part, by any party without � POURED CONCRETE FOOTING NOTES: WAITING 00 c3 ROOM x o RECEPTIONI the expressed written consent of Mancini 1. PROTECTION OF CONCRETE. CONCRETE FOCTINGS SHALL `V Architecture PLLC. Infringements or any use BE PROTECTED FROM FREEZING DURING DEPOSITING AND PCO of this drawing for any other purposes will be FOR A PERIOD OF NOT LESS THAN 5 DAYS THEREAFTER. w © I prosecuted to the full extend of criminal law WATER SHALL NOT BE ALLOWED TO FLOW THROUGH THE DEPOSITED CONCRETE. SEE_ CODE SECTION. 4 (3) NEW 1 J- 'X 2 - - - - 2. FORMING OF CONCRETE. CONCRETE FOOTINGS ARE 3 EW 1 X 9 "MICROL M FLT KEY PLAN PERMITTED TO BE CAST AGAINST THE EARTH WHERE, IN 2 MICROL AM - -- - - -THE OPINION OF THE CODE ENFORCEMENT OFFICIAL, SOIL lyCONDITIONS DO NOT REQUIRE FORMING. WHERE FORMING - - - - - - IS REQUIRED, FORMING SHALL BE IN ACCORDANCE WITH PATIENTCHAPTER 6 OF ACI 318 BATHROOM 4'-7 " x Q - ' - oI 3 - - - - - - - - r �oP X 3 `-'I L ___J I I OP 1r Z x - - - - ,z - - 3'-9" 3'-3" L_ PROJECT _J 3 v PANG. 0 _ _ _ LOCATION, EEM C.J. @ FEC 9'-01" 3 v - - - - - I-X 777777777 7777777 7/7 7/7 7/7 7=7 =�+ 1 C. TO w0) EM IN EX'G CLNG. _ ~ OP 2I 3 JOIST @ 16" - _ _ - EX'G CLNG. JOIST @ 0 . TO REMAIN EX'G 2 X 8 F.J. @ w m O 16" O.C. TO REMAIN 16" O.C. TO REv1AIN - - - - - - - - -I PROJECT 1 -2x8 FLOOR JOISTS @ 16" 0.(;._ EX'G (2)3 " DR. KAM PO U RAKI S 3 " ( 2) NEW 1 HYGIENE F_ X 6" BEAM � -I- � " MICROLLAM 2 ( - - - TO REMAIN - - - 8'-0 I (D r- To' REMAINEXG ING 14695 MAIN ROAD V) Q I - , - _ - L=_ _J (V.I.F.) MATTITUCK, NY 11952 _ _ _ 0 OP 4 LAB/ �0 DRAWING TITLE -� o - - - � _ - - - - - L 1 00 -I- I STERILE C3 oP s o - - - - - - - - - - - - - - - 6 STRUCTUR E PLANS X X - - - - - -- - - I W ' - - - -- - - - - - - 01 3 Ji O W - - SCALE SCALE AS SHOWN _ _ _ - - - - DRAWN BY MIS ® DRAWN FOR® X'W -- _ t o - _ CHECKED BY _- - PROJECT# -- _ X w� _ _ DATE 01/15/2021 O0 OO _ - SHEET NO. A- 1 00 PROPOSED FIRST FLOOR STRUCTURE PLAN PROPOSED BASEMENT STRUCTURE PLAN 2 1 /411=11-0))/ 1 /4"=1 0-Ott 6 SHEET OF DRAWING KEY NOTES WALL TYPE LEGEND CONSTRUCTION NOTES WOOD FRAMING NOTES: NO. REVISIONS DATE 10 0 (E) EXISTING WALL TO REMAIN 1. ALL DIMENSIONS ARE FROM FINISHED DRYWALL TO ALL LUMBER IS TO BE AS FOLLOWS UNLESS OTHERWISE NOTED PER TOWN 4/07/21ON DRAWINGS: CLOSE EXISTING WINDOW FRAMING OPENING. FINISHED DRYWALL UNLESS OTHERWISE NOTED. OFRAME WITH 2X4 WOOD STUDS, SHEATHE WITH ® NEW WALL (SEE TAG FOR TYPE) 2. DOOR BUCKS TO BE 4" FROM ADJACENT FINISHED CORNER 1. NOT EXPOSED TO WEATHER: PLYWOOD, AND FINISH WITH SIDING TO MATCH DOUGLAS FIR LARCH, NO. 2 OR BETTER WITH EXTREME EXISTING ADJACENT. UNLESS OTHERWISE NOTED. FIBER BENDING STRESS OF 850 PSI OR BETTER, AND A O2 SUPPLY GAS LINE TO NEW MODULUS OF ELASTICITY OF 1,700,000 PSI OR BETTER.GAS FIREPLACE. DRAWING LEGEND 3. PATCH, FILL AND REPAIR ALL SURFACES MADE IMPERFECT U STORAGE BY ALTERATIONS OR REMOVAL. 2. EXPOSED TO WEATHER: D W4 O SAND AND REFINISH WOOD STAIRS. REPAIR 01 DOOR TAG (SEE ACCOMPANYING SCHEDULE) 4. WALL OUTLETS TO BE 14" A.F.F. TO CENTER UNLESS PRESSURE TREATED FOR INSECT AND MOISTURE RESISTANCE. TO BE SOUTHERN YELLOW PINE WITH A 3 AS NEEDED. OTHERWISE NOTED. EXTREME FIBER BENDING STRESS OF 1150 PSI OR BETTER WALL TAG (SEE WALL TYPES FOR DETAILS) AND A MODULUS OF ELASTICITY OF 1,400,000 PSI OR ORUN AIR, VACUUM, DRAIN & WATER LINES TO 5. WALL SWITCHES TO BE 48" A.F.F. UNLESS OTHERWISE BETTER, OR AS NOTED ON PLANS. 3'-5" JUNCTION BOX AT EACH DENTAL CHAIR. NOTED. 4 3. CONNECTORS AND FASTENERS FOR ACQ TREATED LUMBER W6 6. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF (EXTERIOR DECK AND INTERIOR SILL PLATES): "031 5 RUN NITROUS AND 02 GAS TO UNDER-CABINET OA WINDOW TAG (SEE ACCOMPANYING SCHEDULE) ALL OUTLETS AND SWITCHES. A. ALL CONNECTORS SHALL BE EITHER TYPE 304, 316L 0)O FROM TANK ROOM. STAINLESS STEEL OR HOT DIPPED GALVANIZED (ASTM I D I I OFFICE 7. ALL ELECTRICAL RECEPTACLES SHALL BE FLUSH AND oo O6 HALF-WALL HEIGHT PER MILLWORK DRAWINGS. NEW SWITCH WITH OCCUPANCY SENSOR WIRING SHALL BE CONCEALED IN RATED ENCLOSURES FOR A123) ON ALL SIDES. 08 AREA $OS ALL CAVITIES. NO EXPOSED TUBING OR MOLDING SHALL BE B. ALL FASTENERS FOR STAINLESS STEEL CONNECTORS O D PERMITTED UNLESS OTHERWISE NOTED. SHALL BE STAINLESS STEEL. 07 OHOT WATER HEATER TO 13E DIRECTLY VENTED NEW FIRE EXTINGUISHER CABINET THROUGH CLOSEST EXTERIOR WALL. C.CALL FASTENERS FOR HOT DIPPED GALVANIZED FEC 8. ALL EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO DURING CONSTRUCTION TO BE FILLED WITH INSULATION SPECIFICATION ASTM O A153.(1) LAYER OF J" GYP. BD. ON ALL SIDES OF WITH HIGHEST POSSIBLE R-VALUE THAT FITS PER NYS W4 10 FEC TANK ROOM FOR 1 HR. FIRE RATING. IE 2020 ENERGY CONSERVATION CONSTRUCTION CODE, SECTION C503 EXCEPTION 3. 4. ENGINEERED LUMBER RATINGS: W4 WALL BACKING AT LEAST �� THICK PLYWOOD SINGLE MEMBER BENDING STRESS: 2800 PSI O AND 48" WIDE AT BRACKET HEIGHT OF 43 HORIZONTAL SHELASTICITY:R ESS2,000,O PSI 9'_0» MODULUS OF FROM FLOOR. REFER TO PRODUCT 7'-11 " INSTALLATION GUIDE. 5. ALL BUILT UP MEMBERS SHALL BE SPIKED (3) 16d NAILS 06 OFFICE 10 O RELOCATED EXISTING WINDOWS AT 16" O.C. AND THROUGH BOLTED WITH 2 STAGGERED(TOP TO BOTTOM) ROWS OF 3/4" DIA. STEEL BOLTS AT 16" O.C. PLUS ADDITIONAL BOLT AT SUPPORT POINTS UNLESSMANCINI 11 TBoOAKIN02 RE&QSPECDSH�ETXFOR INSTALLATION-RAY UNIT. REFER CALLED OUT OTHERWISE. D 6. JOIST REQUIREMENTS: ARCHITECTURE NEW TANK ST 3 09 STORAGE LOCATION. ALL JOISTS SHALL BE BLOCKED AT 8' O.C. MAXIMUM M U I CONSTRUCTION (2) 02 T 244 FT' SPACING. DOUBLE ALL JOISTS BELOW PARTITIONS AND ADD 71 0 12 3 SOLID BLOCKING, AT 16" O.C., BETWEEN ALL JOISTS — — �I BREAK ROOM (2) N20 - 426 FT RUNNING PERPENDICULAR TO WALLS ABOVE. II 222 Middle Country Rd, Suite 314 TOTAL: 1,340 FT' — — — Smithtown, NY 11787 7. PROVIDE SOLID BLOCKING BETWEEN ALL POSTS AND THEIR II T: 631-979-0104 SUPPORTS. — — — I F: 631-979-3445 8. ALL BEAMS ARE TO BE SUPPORTED BY POSTS THAT HAVE I info@manciniarchitecture.com THE SAME DEPTH AND WIDTH AS THE BEAM OR WALL THICKNESS, WHICHEVER IS GREATER - UNLESS NOTED OTHERWISE ON PLANS. ��,FtE qqc PROPOSED SECOND FLOOR FRAMING PLAN � �\y'�P Q �Gy°'� 1 /4"=1 '-0" 1 O B � N T X81 E'V 1 % % c I 6 This drawing has been prepared for the 12'-41" 7'-3j" indicated project and is an instrument of 10 1 service copyrighted by Mancini Architecture WAITING ., N o PLLC. This drawing may not be copied or i ROOM RECEPTION I used, in whole or in part, by any party without O 0 -I o the expressed written consent of Mancini ® I r7 Architecture PLLC. Infringements or any use of this drawing for any other purposes will be prosecuted to the full extend of criminal law p KEY PLAN 10'-9„ 5„ 7'-10„ 5„� 7'-51„ N W4 ' 7'-3 „ 01 1 '-11” - - - - - - - - 0 I i PATIENT 4 N W4 BATHROOM O 7 W4 T 02 W4 — - - - - - A-300 OP 1 4'-10" 05 5'-6 „ 1'- 4'- 9'-2 of Q 01 06 w — — W4 A-301 W4 PANG. _" LOCATION TYP. ( 12 - - - - - - - F- - - 7 `n % W4 :E:E _ _ FIRE-RATE 03 0 _ w CEILING HWH U) OP 2 b iw m _ BELOW TANK � I (04� - v A -2x8 FLOOR JOISTS © 16„ ROOM. (1)O.C. - _ LAYER OF EX'G (2)3 ” - — — GYP. BD. X 6" BEAM PROJECT I HYGIENE W4 TO REMAIN o DR. KAMPOURAKIS 14695 MAIN ROAD 6'-$j" ICO - - - MATTITUCK, NY 11952 10 W4 N OP 41 i LINE OF LAB/ UNDERPINNING % I i DRAWING TITLE in - - — — — — — — — — — — STERILE - - - - - - OP 3 ( - I N o — a "' r W4 - - - - - - _ - _ CONSTRUCTION 4,_0 „ L- ,I I,_ l 9�_2 » 1 - - - - - I - - I FRAMING PLANS 10 9 8 0 3'-4"- 4'-0" _ �t01 10 W4 10 .01 1 10 _ Ri — — — — — — SCALE SCALE AS SHOWN Li mo _ _ _ _ _ i DRAWN BY MIS Ir DRAWN FOR CHECKED BY `� 3 -• X w -- PROJECT# -- OO O DATE 01/15/2021 1 1 SHEET NO. A- 101 PROPOSED FIRST FLOOR FRAMING PLAN PROPOSED BASEMENT FRAMING PLAN 1/4'P=1 / 7 SHEET OF NO. REVISIONS DATE WALL TYPE LEGEND 1Q PER TOWN 4/07/21 NOTE: COORDINATE ALL DENTAL EQUIPMENT LOCATIONS WITH DOCTOR AND INSTALLER, I.E.: X-RAY 0 (E) EXISTING WALL TO REMAIN ARM, DENTAL CHAIR, JUNCTION BOX, STERILIZER (AUTOCLAVE), ETC BEFORE ROUGHING ® NEW WALL (SEE TAG FOR TYPE) DRAWING LEGEND 0D 01 DOOR TAG (SEE ACCOMPANYING SCHEDULE) y WALL TAG (SEE WALL TYPES FOR DETAILS) < WINDOW TAG (SEE ACCOMPANYING SCHEDULE) NEW SWITCH WITH OCCUPANCY SENSOR $OS FEC NEW FIRE EXTINGUISHER CABINET �X» NEW CONVENIENCE DUPLEX OUTLET @ X" HEIGHT TO CENTER OF OUTLET ABOVE FINISHED FLOOR GFCI NEW GFCI OUTLET 4C NEW CEILING—MOUNTED OUTLET M A C I 4D NEW DEDICATED OUTLET ARCHITECTURE �@F NEW FLOOR—MOUNTED QUAD OUTLET M U I CONSTRUCTION BELMED DEFENDER AUTOMATIC 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 MANIFOLD CHANGEOVER MANIFOLD. 60" Smithtown, N 04 A.F.F. TO BOTTOM OF MANIFOLD. F:631-979-0104 1-97 -0104 -3445 ® NEW DATA POINT info@manciniarchitecture.com NEW DATA POINT WITH CAT5 WIRE ®M.P. CONNECTION BETWEEN MANIFOLD & MONITOR PANEL BEHIND RECEPTION PSUB— 60 AMP SINGLE PHASE ANEL 20 CIRCUIT SUB—PANEL R-D ARC �E EXISTING DUPLEX OUTLET EXISTING QUAD OUTLET E ,�, . cn)�T o 8 0 ��� OT NEW THERMOSTAT 1'-0"22—Opt F N I 12" 2" 12" FIU:O E This drawing has beenre ared for the P p ,0 I indicated project and is an instrument of ifl service copyrighted by Mancini Architecture E I PLLC. This drawing may not be copied or 00 used, in whole or in part, by any party without 2'-1"� the expressed written consent of Mancini CEO ((rArchitecture PLLC. Infringements or any use 40--1J' o of this drawing for any other purposes will be i NO. REVISIONS DATE 10 PER TOWN 4/07/21 FINISH LEGEND WALL TYPE LEGEND MEL LVP-1 SYMBOL MATERIAL APPLICATION LOCATION MANUFACTURER STYLE ODOD COLOR COLOR N0: SIZE INCHES) COMM EN TS�ACCESSORY PRODUCT CONTACT/REP 0 (E) EXISTING WALL TO REMAIN P-1 FLOORING MATERIALS ® NEW WALL (SEE TAG FOR TYPE) WB-1 LVP-1 LVP FLOORING -- -- -- - - - - WALL TO RECEIVE CHAIR RAILING, -- �- -- -- - AND CROWN/BASE MOULDING PROVIDED BY OWNER. PT-1 PORCELAIN TILE FLOORING -- -- -- - - - - WALL TO RECEIVE ONLY CROWN/BASE WALL MATERIALS TOME GERMIE MOULDING PROVIDED BY OWNER. PT-1 LVP-1 P-1 PAINT WALL GENERAL AREAS BENJAMIN MOORE EGGSHELL _ NAVAJO 947 _ __ 516-316-7928 WHITE TONI.GERM IE©BENJAMINMOORE.COM TB-1 P-1 P-1 WB-1 TOME GERMIE BETWEEN CHAIR SHENANDOAH P-2 PAINT WALL RAIL & BASE BENJAMIN MOORE EGGSHELL — TAUPE AC-36 — -- 516-316-7928 MOULDING TONI.GERMIEC)BENJAMINMOORE.COM TOME GERMIE IY11111111A T P-3 PAINT TRIM ALL TRIM BENJAMIN MOORE SEMI—GLOSS — WHITE DOVE OC-17 — -- 516-316-7928 TONI.GERMIE@BENJAMINMOORE.COM LVP-1 WT-2 WALL TILE WALL WALL BEHIND RECEPTION P-1 WB-1 WALL BASES MANCINI DECORATIVE HALLWAYS WALL -- WB-1 WALL BASE BASE BASE ARCHITECTURE CONSTRUCTION MU VINYL WALL GENERAL WALL _ _ __ -- WB-2 BASE BASE BASE -- -- — — 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 TILE FLOOR LVP-1 BATHROOM _ _ _ _ __ __ — 11 T: 631-979-0104 TB-1 BASE BASE FLOOR — — -�I F: 631-979-3445 II P-1 info@manciniarchitecture.com WB-1 II 'GRED AqC A, V' l 'y 3817 �0 DiSECOND FLOOR FINISH PLAN F /4„=11-01) This drawing has been prepared for the indicated project and is an instrument of service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or used, in whole or in part, by any party without the expressed written consent of Mancini Architecture PLLC. Infringements or any use of this drawing for any other purposes will be prosecuted to the full extend of criminal law N I LVP-1 LVP-1 KEY PLAN P-1 P-1 ASF WB-1 WB-1 P� LVP-1 PT-1 P-1 TB-1 LLPROJECT WB-2 P-1 LOCATION LVP-1 PROJECT P-1 DR. KAMPOURAKIS WB-2 14695 MAIN ROAD MATTITUCK, NY 11952 LVP-1 P-1 WB-2 DRAWING TITLE LVP-1 LVP-1 LVP-1 P-1 P-1 P-1 FINISH FLOOR PLANS WB-1 WB-2 WB-1 LVP-1 SCALE SCALE AS SHOWN P-1 DRAWN BY MIS WB-2 LVP-1 DRAWN FOR -- CHECKED BY -- P-1 PROJECT# -- WB-2 DATE 01/15/2021 SHEET NO. A- 1 03 FIRST FLOOR FINISH PLAN 1 1 /4"=1 —0 9 SHEET OF NO. REVISIONS DATE 1Q PER TOWN 4/07/21 REFLECTED CEILING LEGEND: NEW EXIT SIGN � NEW BATHROOM CEILING FAN (75 CFM) VENT TO EXTERIOR NEW WALL-MOUNTED EXHAUST NEW 2X4 LED LIGHTING FAN (111 CFM) DIRECTLY VENT TO O MAXLITE RECESSED LED PANEL T� EXTERIOR. MOUNTED NO HIGHER THAN 12" FROM F.F. (40 WATTS) OR APPROVED EQUAL. I 1 CFM/5 FT OF FLUID N20 558 FT' PER TANK. 4" DUCT. CEILING HEIGHT NEW 2X2 CEILING GRID. SEE SPECIFICATIONS (ACT-1). FIXWUR'E.HI-HAT LED LIGHT MANCINI E NEW EMERGENCY LIGHTING ARCHITECTURE CONSTRUCTION NEW SWITCH WITH M U I OCCUPANCY SENSOR OS 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 \\ . 631-979-0104: A.P. NEW ACCESS PANEL HATCH F 631-979 3445 TO ATTIC SPACE NEW RETURN VENTinfo@manciniarchitecture.com i NEW SPRINKLER HEAD IN 0 MANIFOLD/TANK STORAGE ROOM. NEW SUPPLY VENT SP CONNECT TO DOMESTIC WATER �,pkED A&C �5 ?ON " CEILING TYPE: �\�A, ACT-1 2X4 ACOUSTICAL CEILING TILE. ARMSTRONG DUNE 1774 WHITE. ANGLED TEGULAR Ji" CIEILING GRID: « i PRELUDE XL If" EXPOSED TEE IN WHITE �9T 38170 �Q GYP. GYPSUM BOARD CEILING. PATCH AS REQUIRED TO ALIGN WITH EXISTING SHEETROCK CEILING. E.T.R. EXISTING TO REMAIN. PATCH AS REQUIRED TO ALIGN WITH NEW SHEETROCK CEILING. This drawing has been prepared for the 0.S. ACT-1 indicated project and is an instrument of 7'-10" ' service copyrighted by Mancini Architecture r'N.C. i L — PLLC. This drawing may not be copied or y,/� used, in whole or in part, by any party without 34 E the expressed written consent of Mancini Architecture PLLC. Infringements or any use ACT-1 of this drawing for any other purposes will be 7'-10' I ( 0SP 1 prosecuted to the full extend of criminal law ACT-1 \ \ KEY PLAN F,] fo- O.S. T ( / ACT-1 :1 >_ SP �N 7'-10.0 �oPo S. 7 Ir— O.S. E PROJECT GYP. LOCATION S. [TCT-169, OS �-- �,_z" 7 -10 O.S. I GYP: PROJECT DR. KAMPOURAKIS ,� 7 -2 ACT-1 . . N ROAD E.T.R. 14695 MAI E.T.R. Qsp 7 =2','..' / 71-100' E.r.R.:. / MATTITUCK, NY 11952 7'-2" \ .S. ' DRAWING TITLE A P. .. E.T.R. r. ACT-1 / �: . . GYP. 0S � PROPOSED RCPS J ( 691 _JL _J O.S. .. r .•1 \ S. V. rr SCALE SCALE AS SHOWN DRAWN BY MIS • �..'." ACT-1 DRAWN FOR �� .. CHECKED BY -- OO 00P ROJ ECT # -- 7'-2" —.�•- 4 ' ... :.. : ' DATE 01/1/2021- SHEET 1/1/2021SHEET NO. A- 110 PROPOSED SECOND FLOOR RCP PROPOSED FIRST FLOOR RCP 10 SHEET OF NO. REVISIONS DATE EX'G CHIMNEY TO BE EX'G CHIMNEY TO BE 1Q PER TOWN 4/07/21 REMOVED DOWN TO 1ST REMOVED DOWN TO 1ST FLOOR. PATCH ROOF FLOOR. PATCH ROOF AS REQUIRED. AS REQUIRED. i EX. ATTIC F.F. ATTIC F.F. _ 16 -11 1/4" EX. EX. EX. EX. EX. 2ND_ FL. F.F. _ — 82ND-ll 3 4 F. - — 8'-11 3/4 / IT MA11" Cl ARCHITECTURE LM � <3> U I CONSTRUCTION LLL ❑DD EF 222 Middle Country Rd, Suite 314 EIE `-' Smithtown, NY 11787 EX. EX. T: 631-979-0104 F: 631-979-3445 1ST 1ST info@manciniarchitecture.com FINISHED FLOOR 4 L.A. FINISHED FLOOR _ ITMT — 0'-0" RELOCATED EXISTING FINISHES TO REMAIN. EXISTING FINISHES TO REMAIN. EXISTING PATCH TO MATCH AS REQUIRED. PATCH TO MATCH AS REQUIRED. WINDOWS CLOSE UP WALL AND CLOSE UP WALL AND ,��FtED qqC PATCH WITH SIDING TO PATCH WITH SIDING TO L�5 \J,PONG MATCH EXISTING. MATCH EXISTING. BASEMENT FLOOR BASEMENT FLOOR _— SOUTH ELEVATION ( FRONT ELEVATION - -- - EAST ELEVATION SIDE ELEVATION 4 1/4"=V-091 3 1 /4„_11-0„ FN This drawing has been prepared for the EX'G CHIMNEY TO BE EX'G CHIMNEY TO BE service indicated copyrighted project cand is an Manciniin tramArchint of REMOVED DOWN TO 1ST REMOVED DOWN TO 1ST PLLC. This drawing may not be copied or re FLOOR. PATCH ROOF FLOOR. PATCH ROOF used, in whole or in part, by any party without AS REQUIRED. AS REQUIRED. the expressed written consent of Mancini Architecture PLLC. Infringements or any use of this drawing for any other purposes will be ? prosecuted to the full extend of criminal law KEY PLAN PROJECT ATTIC F.F. ATTIC F.F. LOCATION 16'-11 1/4” r 16'-11 1 PROJECT EX. DR. KAMPOURAKIS 14695 MAIN ROAD -�-2—ND FL. F.F. _ — - 2—ND FL. F.F. MATTITUCK, NY 11952 '11111118 -11 3/4 3/4- - — DRAWING TITLE EX. EX. [EX. EX. EX. PROPOSED O EX. ha,a F ELEVATIONS 1ST 1ST SCALE SCALE AS SHOWN FINISHED FLOOR FINISHED FLOOR _— DRAWN BY MIS 09=011 - I 1H DRAWN FOR -- CHECKED BY -- EXISTING FINISHES TO REMAIN. EXISTING FINISHES TO REMAIN. PROJECT# -- PATCH TO MATCH AS REQUIRED. PATCH TO MATCH AS REQUIRED. DATE 02/28/2020 SHEET NO. BASEMENT FLOOR _ — BASEMENT FLOOR _ — A-200 WEST ELEVATION ( SIDE ELEVATION NORTH ELEVATION ( REAR ) 2 1 /4„=11-0„ 1 /4„=1 ,_0„ 11 SHEET OF NO. REVISIONS DATE 1Q PER TOWN 4/07/21 EX'G C.J. EXISTING STORAGE EX'G 2X8 F.J. (3) NEW 1 X 9 �" M.L. MANCIrq NEW RECEPTION ARCHITECTURE M U I CONSTRUCTION F.F. 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 EX'G 2X8 F.J. 0'-0" T. 631-979-0104 F: 631-979-3445 info@manciniarchitecture.com EXISTING BASEMENT BASEMENT FLOOR CkEO ARc �5 C) SECTION (P 0 ` 381 p 2 Q' 1/4»_1 ,_0„ OF NE�� This drawing has been prepared for the indicated project and is an instrument of service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or used, in whole or in part, by any party without the expressed written consent of Mancini Architecture PLLC. Infringements or any use EXISTING of this drawing for any other purposes will be ATTIC prosecuted to the full extend of criminal law ATTIC F.F. KEY PLAN 'qV16'-11 1/4" EX'G C.J. NEW 2X6 WOOD FRAMING FOR NEW TRAY CEILING BATHROOM OFFICE �eP� AREA EX'G C.J. PROJECT LOCATION 2ND FL. F.F. __ 8'-11 3/4" EX'G 2X8 F.J. EX'G 2X8 F.J. NEW BEAM. NEW BEAM. NEW BEAM. SEE SEE FRAMING SEE FRAMING FRAMING PLAN. PROJECT PLAN. PLAN. DR. KAMPOURAKIS OP 2 i- BATHROOM PANG HALL HYGIENE 14695 MAIN ROAD 1 ST_FL. F.F. MATTITUCK, NY 11952 __ Nq 0'-0" EX'G 2X8 F.J. DRAWING TITLE EXISTING CRAWL SPACE PROPOSED EXISTING ELEVATIONS BASEMENT SCALE SCALE AS SHOWN BASEMENT FLOOR DRAWN BY MIS —7'-8" -— DRAWN FOR -- CHECKED BY -- PROJECT# -- DATE 02/28/2020 SECTION SHEET NO. A-300 12 SHEET OF DOOR AND FRAME SCHEDULE PLUMBING LEGEND NO. REVISIONS DATE UJ z 0 LABEL SYMBOL DESCRIPTION MANUFACTURER MODEL # COLOR/FINISH NOTES 1Q PER TOWN 4/07/21 Q z Q DOOR FRAME I- Q =o O ADA COMPLIANT ONE PIECE SAN SOUCI INCLUDE K-4008 REVEAL QUIET-CLOSE UJ w °- o Q COMPACT TOILET KOHLER K-5172 WHITE ELONGATED TOILET SEAT UJ � U) ¢ z '� D Q NOTES z Q � o- � o o 0 x FAUCET: KOHLER WILLAMETTE of W w a (n 0 07 H- Of w w W � (n w o- LAVATORY ADA COMPLIANT BRENHAM #K-R99901-4D1 0 0_ o KOHLER WHITE SIZE � n- - I I I I I I N o d o Q � 0 v WALL MOUNTED SINK K-1999-SS8 ►) o_ f- I-- (- F- O- 0 M I.- Q W O z SHROUD: BRENHAM #K-1998—SS MARK MAT'L EL. MAT'L EL Q w w w w W w W tr (n W O o = W of _ _ V y y y N N U_ W Of z o GEEING GRID _HEIGHT � W W Y Y Y Y Y `1 z (n O J � � � I- � c� c� SURFACE MOUNTED HAND " WIDTH HEIGHT THICKNESS Q z z 0 0 0 0 0 o J o o a Q w o M DRYER EXCEL XL-BW 79-1 0 2 2 2 J J J J J J (n U W � O U 0' U W ' 1 X X X X X 1-1/2" STAINLESS STEEL BOBRICK #B-6806 X 36" SATIN FINISH 00 1 HORIZONTAL GRAB BAR 2 PR 1'-6" 6'-8" 1 WD D1 HM F1 45 MIN. FIRE-RATED X X X X X 1-1/2" STAINLESS STEEL (1) LAYER r. BOBRICK #8-6806 X 42" SATIN FINISH " g _g 1 X X X X X HORIZONTAL GRAB BAR OF GYP. 4 ACT-1 4 3'-0" 69-81P 1 WD D1 HM F1 X X X X X BD. SUSPENDED 5 3'-0" 6'-8" WD D1 HM F1 X X X X X 1-VERTICAL GRAB BAR STAINLESS STEEL BOBRICK #B-6806 X 18" SATIN FINISH CLNG. GRID 6 S-0" 6'-8" 1 WD D1 HM F1 X X X X X 7 3'-0" 6'-8" 1 WD D1 HM F1 X X X X X RECESSED EP DISPENSER TOILETTISSUE ROLL BOBRICK B-3094 TYPICAL SOFFIT D E TA I L 8 3'-0" 6'-8" 1�" WD D1 HM F1 POCKET DOOR X 9 S-0" 6'-8" 1 " WD D1 HM F1 X X X X X O SURFACE MDISPO NTE SOAP BOBRICK MODEL #818615 6 110=11-091 NSER 10 1'-6" 6'-8" 1 WD D1 HM F1 X X X X SEE PLAN FOR DOOR DIRECTIONTTFFI j 18" X 36" MIRROR BOBRICK B-165-1836 DOOR AND FRAME ELEVATIONS 10, PHOT—XIIS MODEL REFER TO SPEC SHEET FOR DOOR NOTES: DENTAL X—RAY BELMONT 505 INSTALLATION INSTRUCTIONS AND 1. ALL OPERABLE HANDLES SHALL BE ANSI 117.1 2009 COMPLIANT LEVER HANDLES FRAMING/POWER REQUIREMENTS OR PULL HANDLES. REPLACE ALL EXISTING HARDWARE TO BE COMPLIANT. 2. EXTERIOR DOORS SHALL BE PROVIDED WITH ANSI 117.1 2009 COMPLIANT X—RAY SUB—CONTROLLER PHOT—XIIS MODEL M A REFER TO SPEC SHEET FOR THRESHOLDS XRAY PANEL BELMONT 505 SUB—PANEL INSTALLATION INSTRUCTIONS AND 3. ALL PULLS, LATCHES, LOCKS, CLOSERS, AND ANY OTHER EQUIPMENT SHALL BE FRAMING/POWER REQUIREMENTS. OAK WOOD ANSI 117.1 2009 COMPLIANT AND COMPLY WITH BC 1008.. NO CEPH. REFER TO SPEC SHEET FOR TREADS ANCIIRNOI 4. CONTRACTOR SHALL PROVIDED SUBMITTALS OF ALL ITEMS FOR REVIEW AND PANORAMA X—RAY/ CT SCAN IMAGEWORKS PANOURA X—ERA INSTALLATION INSTRUCTIONS AND APPROVAL PRIOR TO INSTALLATION. ORFRAMING/POWER REQUIREMENTS. 11" 1'-0" ARCHITECTURE 5. ALL FIRE RATED DOORS AND FRAMES SHALL SHALL BE UL LABELED. CONSTRUCTION 6. ALL HARDWARE IN FIRE RATED DOORS SHALL BE LISTED FOR USE IN ASSEMBLIES EPIC DENTAL OPERATORYmul .°�, 2X4 FRAMING OF FIRE RATING LISTED IN SCHEDULE. CHAIR BEAVERSTATE 900-079M 1" 222 Middle Country Rd, Suite 314 SCHEDULED M Smithtown, NY 11787 FLOOR T. 631-979-0104 AUTOCLAVE / STERILIZER TBD TBD U LEGEND: PR PAIR info@manciniarchitecture.com AL ALUMINUM PVC PVC nc niarchitecture.com D1 F1 F2 LO EX EXISTING SS STAINLESS STEEL r= UTILITY CENTER / JUNCTION REFER TO FULL-SIZE TEMPLATE AND FRP FIBERGLASS REINFORCED POLYESTER SSHM STAINLESS STEEL HOLLOW METAL BOX FOR CHAIRS SPEC SHEET. PLYWOOD BEAVERSTATE " HM HOLLOW METAL SC SOLID CORE OF I KD KNOCK-DOWN VS VINYL STRIPS MANIFOLD AUTOMATIC CHANGEOVER REFER TO PLANS & SPEC SHEET FOR PE POLYETHYLENE WD WOOD (BIRCH WOOD) MANIFOLD BELMED DEFENDER INSTALLATION INSTRUCTIONSAND POWER REQUIREMENTS. 2ND FLOOR STAIR SECTION REDq FLOWMETER 02 N REFER TO SPEC SHEET FOR 'C� q HARDWARE MANUFACTURERS AND SERIES: HARDWARE NOTES: MIXER / 20 �5 PONG C o 5 11 ' SEDATION UNIT BELMED PC7-C INSTALLATION INSTRUCTIONS AND POWER $= -0" HINGES: 4J" MCKINNEY FULL MORTISE HINGES 1. ALL LOCKS TO BE KEYED TO BUILDING MASTER KEY. REQUIREMENTS. Q � 2. ALL HARDWARE TO HAVE US26D FINISH. ►� CONTINUOUS HINGES: MCKINNEY FULL MORTISE SAFETY HINGE 3. PROVIDE OVERHEAD STOP IN LIEU OF FLOOR STOP ON DOORS WHERE TRIPPING HAZARD © TV MONITOR TBD BY OWNER LOCKSET: SARGENT 10 LINE - L LEVER EXISTING OR AS INDICATED. 4. FOR ENTRY DOORS & FRAMES, FINISHES MAY VARY BETWEEN INSIDE AND OUTSIDE cS� CLOSER: NORTON SERIES 8501 & 9501 SURFACES. SCHEDULED FINISHES ARE TYPICALLY FOR INTERIOR FINISHES ONLY. EXTERIOR 02 & N20 MONITORING TBD 41" ® 3 J" STUD '9 038170 _ Oo FLOOR STOP: ROCKWOOD #440 SERIES AND OR PUBLIC CORRIDOR SIDE OF DOORS & FRAMES ARE TO MATCH OTHER EXTERIOR M.P. SYSTEM PANEL & ALARM OF NES FINISHES OR AS SPECIFIED ELSEWHERE. OVERHEAD STOP: GLYNN—JOHNSON 90 H HOLD OPEN MODEL 5. THE CONTRACTOR SHALL PROVIDE DOOR AND BUCK ASSEMBLIES AS SPECIFIED ON SILENCERS: ROCKWOOD #608 ARCHITECTS DRAWINGS AND DETAILS. 6. ALL LOCK SETS SHALL BE CODED AND OR KEYED IN ACCORDANCE WITH THE BUILDING UNDERSIDE OF SMOKE STOP + SEALANT ELECTRIC STRIKE: RCI RUTHERFORD CONTROLS REQUIREMENTS, CODES AND OR KEYS ARE TO BE DELIVERED TO CLIENT PROPERLY TESTED STRUCTURE (®NON RATED WALLS) AND OR TAGGED. PROVIDE 3 MASTER KEYS AND 3 PASS KEYS FOR EACH LOCK. MANUAL FLUSH BOLT: IVES F6358, PROVIDE AT ALL DOUBLE DOORS FIRE STOP + SEALANT 7. ALL FIRE RATED DOORS TO HAVE FIRE RATED DOOR FRAMES TO MATCH LABEL OF WALL. (@RRATED WALLS) ARMOR PLATE: ROCKWOOD - METAL DOOR PLATE #K1038 ALL FIRE RATED DOORS TO HAVE LATCHING HARDWARE AND CLOSER HARDWARE INSTALLED. This drawing has been prepared for the EMERGENCY RESCUE: STANLEY DOUBLE ACTING PIVOT, DOUBLE LAPPED 8. FRAMES TO BE EQUAL DOUBLE RABBET, FULLY WELDED TYPE 16 GAUGE, DRYWALL SLIP ON indicated project and is an instrument of PROFILE. PROVIDE MINIMUM (2) 20 GAUGE METAL STUDS AT JAMBS. FIRE RATED FRAMES service copyrighted by Mancini Architecture STRIKE SIZED FOR EMERGENCY RELEASE STOP, ETC. SHALL HAVE THE SAME RATING AS REQUIRED BY THE DOOR. PROVIDE 14 GAUGE PLLC. This drawing may not be copied or used, in whole or in part, by any party without REINFORCING FOR CLOSER AND LOCK, 7 GAUGE FOR HINGES. CORNERS TO BE MITERED. BRUSH TYPE WEATHER STRIPPING ® JAMBS AND PROVIDE 4" HEAD AT MASONRY. PROVIDE 8" HEAD AT AUTOMATIC DOOR CLOSERS (ONE SIDE the expressed written consent of Mancini HEAD FOR PRIVACY SUSPENDED CEILING Architecture PLLC. Infringements or any use ONLY). JAMB ANCHORS SHALL BE PROVIDED AND APPROPRIATE FOR THE WALL TYPE AND BE BATT INSULATION of this drawing for any other purposes will be COORDINATOR: ROCKWOOD MINIMUM 16 GAUGE. (1) LAYER " 2X4 WD. STUDS, 16" prosecuted to the full extend of criminal law GYPSUM BOARD O.C. BOTH SIDES WINDOW SCHEDULE SCHEDULED FINISH KEY PLAN CLEAR OPENING TYPE MANUFACTURER MODEL # QTY EGRESS NOTES SCHEDULED BASE MARK WIDTH HEIGHT SCHEDULED FLOOR O2'-1 J" 4'-4 DHG ANDERSEN 400 SERIES TW2042 1 NO OPERABLE B 6'-4 " 4'-2 » BAY/ ANDERSEN 400 SERIES 45-30310-18 1 NO OPERABLE o O �P DHW (1276) OC 2'-0 its 2'-0 A" AWNING ANDERSEN 400 SERIES #A21 1 NO NON-OPERABLE PROJECT LOCATION _I)40 VTR. _ 4• VTR.II� ROOF_ W4 2X4 WD. STUD FRAMED WALL _r I 6 J"® 5 �" STUD PROJECT DR. KAMP OURAKIS BREAK I I LAV. W.C. UNDERSIDE OF SMOKE STOP + SEALANT I STRUCTURE (CANON RATED WALLS) 14695 MAIN ROAD �2' FIRE STOP + SEALANT I 2- MATTITUCK, NY 11952 I (GRATED WALLS) 2nd FLOOR 2` ' C.O. L14C DRAWING TITLE P-3 TYP. CROWN MOULDING4 --� PROVIDED BY OWNER O.O. 4• I 4' _ I TYP. WINDOW CASING TYP. WINDOW CASING I SUSPENDED CEILING DETAILS & PROVIDED BY OWNER P-1 PROVIDED BY OWNER _ I BATT INSULATION SCHEDULES r I I (1) LAYER " 2X6 WD. STUDS, 16 TYP. CHAIR RAIL I _ GYPSUM BOARD O.C. MOULDING PROVIDED I ( I I — — BOTH SIDES SCALE SCALE AS SHOWN BY OWNER 3�I 3' 3' 3• 3' 13` 3'� 3•`I SCHEDULED FINISH DRAWN BY SCHEDULED BASE DRAWN FOR OP. OP. OP. DBL SINK LAV. f� OP. OP. W.C. SCHEDULED FLOOR CHECKED BY PROJECT# -- P-2 2' 2o, 2• Y Y 2'� tat FLOOR DATE 01/15/2021 TYP. BASE MOULDING PROVIDED BY OWNER 4• SHEET NO. 7 1/8" PER FOOT PITCH 4' R 2X6 WD. STUD FRAMED WALL � 3101 4„ CONNECT TO EXISTING BUILDING SEPTIC SYSTEM TYP . TRIM DETAILS PLUMBING RISER DIAGRAM WALL STYLES D81 /2" = 1 '-0" 7 N.T.S. 4 1 4"=1 '-0" 13 SHEET OF GENERAL SITE NOTES 4 " =, 54.2 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ' TAX LOT 7 ? ` LAND NIP JOHN LOPER 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS Pus• STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS { SHED FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. 1V74°07 30"E 89.16 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS " OTHERWISE NOTED. Mattituck-Cutchogue w Cz 'Jr.Sr High School I I 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE WM AB PZR + CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. �- LfBSR 129 .� PACs 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE ' txJ FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE IXISIINC R.R.L WALL TO REMAIN N EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON 25 0 MBZ BZR 1 PER �Co 2078 TAX LOT 3 ;. 5�4.10�' TW 54,38 TW 54.39 TW 54•� i5�3.57 / pia ppg \ '� � ® THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE ^ •J, BW 53.68 BW 53.49 BW 53.58 �/ REPLACED SURFACES. Our Lad of Good o r Y , Marratooka Z - 0counsel Church F 1 p rT v 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND �' 1 ® PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION O ' OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE.Co 5t I' 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING u (; I( �Drr. ,..•+" FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE � w Sof° AYe" q GARAGE I I APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE ® FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE New guff A moo ATE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE , `"• m c 0 CONTRACTOR'S EXPENSE. -' G . F 5 3 . 4 7 GLFL 5& 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS VICINITY MAP ' ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE 0 1"=1,000' 53.25 ' CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES X AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. PROJECT DATA TAX LOT 6 9. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE APPLICANT.................................. DR.MICHAEL KAMPOURAKIS I THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED 14695 MAIN ROAD 0 r LAND NIP RONALD W. SCHWEIZER SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. MATTITUCK,NY 11952 & DOROTHY J. SCHWEIZER OWNER....................................... NANK HOLDINGS LLC TC 53.18 53.41 IXlS11NG ASPHALT 53 21 53.41 TC 5348 M 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 14695 MAIN ROAD X BC 52.99 X PARKING AREA REMAIN X X BC 53.72 'I TAX LOT 4 PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE MATTITUCK,NY 11952 LAND NIP JAMES HINSC LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SITE AREA.................................. 21,051.73 SF(0.48 Acres) 1 STORY 2 STORY SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND #14695 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED CURRENT ZONING..................... RO ' ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY PROPOSED ZONING.................. NO CHANGE I COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. I � PROPOSED USE......................... NO CHANGE 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF EXISTING FOOTPRINT............... 1,414 SF v STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN cr) MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. Z 3 PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO TC 52 93 5303 X16 X.20 5338 TC 53.52 I c BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN . HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% BC 52.77 BC 53.36 t-41 OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. O 0 i I W 0 \� REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR � PROPOSED SURFACE ELEVATIONS. 12' ti 0 12. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE SITE IN PROPOSED FULL DEPTH SAW CUT 53.16 53.19 53.40 b 00ACCORDANCEWITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. 53.04 + -E-- -�E-- X I o• • • • • • • • • • • •� EXIS77NG BELGIAN BL PROPOSED FULL DEPTH ASPHALT HANDRAIL TO BE CONTINUOUS BETWEEN RAMP CURB TO REMAIN 9a'r/' 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE � ♦ , � AND STAIRS WITHOUT HANDRAIL EXTENSION I , ,a 4+Q 0"W REMOVED AFTER CONSTRUCTION IS COMPLETE. PROPOSED LANDING TO BE SLOPED I • 'REMOVE BELGIAN BLOCK CURB AND REPLACE AT NEW PROPOSED CONCRETE LANDING 0.0� 57°ate TO DRAIN AND 1.5%MAX SLOPE.. . . . . . . . . . . 8 S 14. THE CONTRACTOR O �� 0 RACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES 54,82 + . . . . . . . . .a. ELEVATION WITH TAPER TO FLUSH AT LANDING(TYP.) TO BE FLUSH WITH ASPHALT �y R REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, 52.40 TWO PROPOSED STEPS OF EQUAL HEIGHT,SLOPED TO DRAIN(2.0%MAX)53.08 ..... •. .I TC 53.26 PROPOSED CURB WALL TYPE I 53.38 53.41 TC 53.61 J / J " AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN X X X BC 53.16 53.31 % BC 53 4g MAIN U�,E 25 0 GRAPHI0 SCALE15 30 ACCORDANCE WITH STATE AND LOCAL LAW. TC 52.88 52.86 52.99 5310 53.22 TC 53.36 REMOVE BELGIAN BLOCK CURB A NECESSARY(TYP.) 0 BC 52.61 53.12 TC 53.23 BC 53.25 REMOVE BELGIAN BLOCK CURB AND REPLACE AT NEW Y.s' R DE) 15. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR PROPOSED CURB WALL TYPE I 4 5BC 53.14 ELEVATION WITH TAPER TO FLUSH AT LANDING(TYP.) N' 66 w I REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE a ' 111:1 11 TC 53.47 EXIS77NG ASPHALT EXIS771VG BELGIAN BLOCK d d 53.24 BC 5334 1 inch 300 COST OF THE CONTRACTOR. IN POOR COND177ON CURB TO REMAIN TC 53'17 d PROPOS ED CONCRETE LANDING, 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. BC 52.94 53.99 p ACCESSIBLE RAMP d 53.31 4 SLOPED TO DRAIN(1.5%MAX) PROPOSED HANDRAIL(TYP.) 5.5' SLOPE:7.9% 5' TC 53.53 SITE MAP 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. �. 53.38 1"=30' 18. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED HANDRAIL TO BE CONTINUOUS BETWEEN RAMP � 54.06 a g,5� 53.31 � �36 IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. AND LANDING WITHOUT HANDRAIL EXTENSION TC 53.54 TC 53.05 a BC 53.37 BC 52.86 PROPOSED CURB WALL TYPE 1 53.23 19. ALL TRAFFIC ROAD MARKINGS, ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE HANDRAIL TO BE CONTINUOUS k PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND 0577NG A/C EXlSI1NG BELGIAN BLOCK CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE RE-VEGETATE ALL DISTURBED q BETWEEN RAMPS WITHOUT 53.79 UNIT TO REMAIN CURB TO REMAIN TO INSURE THAT,IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, LANDSCAPED AREAS(SEE_�__ � EXIS77NG B00HANDRAIL EXTENSION ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME NO. DATE BY DESCRIPTION � LAWN PLANTING DETAIL) VEGETATE AREA WHERE DOOR TO REMfVN 53.40 EXISTING CURB RAMP WAS REMOVE MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT. qn_ f EXISTING (SEE LAWN PLANTING DETAIL) REVISIONS PROPOSED ACCESSIBLE RAMP ,; 20. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE EX/SUNG BELG/AN BLOCK ED a 52.89 53.57 REQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM CURB TO REMAIN o d TC 53.63 TC 53.71 BC 53.52 + BC 53.53 CODE SUPPLEMENT,AND ICCIANSI A117.1•2017. 7 a EXISTING CONCRETE PAD TO BE REMOV�/'/ 20.9' 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED PROPOSED CURB WALL TYPE 11 / / / / / EXISTING BRICK STEP TO BE REMOVED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A REMOVE EXISTING WOOD RAMP CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S (POSTS,FOOTINGS,ETC.) EXISTING CONCRETE STEP TO BE REMOVED RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY N/ THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY PROPOSED CONCRETE LANDING, / p THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH 52.91, SLOPED TO DRAIN(1.5%MAX) LOCAL REGULATIONS AND CODE. TC 53.04 TC 52.95�( BC 52.79 4.90 54.93 CIVIL ENGINEERING/ BC 52.84 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, 54.96 / 2,4 d FF 55.00 d 54.96 . + OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS 6134 BLUE POINT ROAD, UNIT B 54.97 RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE cYi / CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING HOLTSVILLE, NEW YORK 11742 REPLACE EXISTING DOORSILL TO PROCEDURES. (13311861-0506 7 1r MEET 2017ICC Al17.1 SECTION 303 WWW.Ke CivilEn lneerin com / /CHANGES IN LEVEL 2.1' 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF y g" g' REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. PROJECT NAME 24. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN WRITING OF ANY CONFLICTS. 25. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL EXISTING DENTIST OFFICE SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND 14695 MAIN ROAD, MATTITUCK, NY 11952 OWNER PRIOR TO INITIATING WORK. TOWN SOUTHOLD, COUNTY OF SUFFOLK 26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5 RECORD AT END OF CONSTRUCTION. ZONE RO 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED 2 S T 0 R Y WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE N/ 1 STORY NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. PROPOSED ACCESSIBLE 28. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). E IXISANG ASPHALT / #14695 �N ��Y ASPfiALT V DRIVEWAY TO REMAIN 29. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. RAMP n V I P DATE: 04/19/2021 SCALE: 1"= 20' EXIS77NG GENERWOR PROJECT NUMBER: 19195 / TO REMAIN DRAWING BY: ESF CHECKED BY: JP GRAPHIC SCALE APPROVED BY: JP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS 5 0 2.5 5 10 20 DOCUMENT EXCEPT BY A LICENSED 4.1. r1E W PVIOLAT ON OF SECTIONALION ENG72 , R 9A IN FEET ) 0E cq<< ���♦� rr` Q_r SUB-DIVISIONTATEEDUCATION THE NEW YORK ClCI T y /�'e�./ STATE EDUCATION LAW 1 inch = 5 ft. NOTE: GRADE ELEVATIONS SHOWN �°o z CO •, cL HEREON ARE IN AN ASSUMED A DATUM. U DRAWING No: z 2�� m * � w REFERENCES NALED SA �'�'80 �NOT w R ' THIS PLAN REFERENCES: c9�L- 10 083931 P� C-1 SITE VISIT FOR TOPO BY: � KEY CIVIL ENGINEERING ON 2021.04.13 VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER JACLYN PERANTEAU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. NEW YORK STATE PROFESSIONAL ENGINEER #083937 1 OF 2 Y:AKey CiviRProjects12019119195_Mancini_14695 Main Road_Mattituck\Drawings\Key CIviIN9195_2021.04.19_SPP.dwg +f y,• • ` 12"MIN.HORIZONTAL 1.5"COMPACTED WEARING COURSE BEGINNING DIRECTLYk FULL DEPTH VERTICAL SAW CUT (NYSDOT TYPE 6F) ABOVE THE LANDING NOSE ° 11/2"0 CIRCULAR ALUMINUM MEET EXISTING FLUSH WITH NO TRIPPING HAZAR HANDRAIL(TYP.OF BOTH SIDES) Mattituck-Cutchogue . t EXISTING ASPHALT PAVEMENT TO RE TACK COAT SIDNOF EACK C G ASPH '".K& High School ,g' @<1 5'MAX OR PER t MANUFACTURER'S 12" SPECIFICATIONS _ _ _ (TMP) I-III-1 -I I I-III=I I FLUSH SEE GRADING PLAN � •""<�°'� :. ,,.`,; .,;.' ...;�,�'*}':.,. 18" FOR RISER HEIGHT ` `;;'. 6"CONCRETE SIDEWALK 12"TREAD TYP. Our,�- y of Good MarratoC'ka 2.5"COMPACTED ASPHALT BINDER-/ WITH WWM(SEE DETAIL) MIN PITCH NOSE TO NOSE) �� f 3/16"/FT. I ( ) 1112"O CIRCULAR ALUMINU /Cvt tinsel Church s Pond COURSE(NYSDOT TYPE 3) R=1/2"(TMP.) r1 ----- 4 (TYP.) UNIFORM RISER HEIGHT, ANDRAIL HANDRAIL(TMP.OF BOTH SIDES) �� m 6"DENSE GRADED AGGREGATE BASE 12"MIN.SUBGRADE COMPACTED EXPANSION JOINT(SEE SEE GRADING PLAN COURSE(NYSDOT TYPE 2) �• -�-► 12" ` TO 95%STANDARD PROCTOR EXPANSION JOINT DETAIL) z Q> ORE DRILL AND 12" f •; N4 6t't•Itl•ICIC + � .. .. HANDRAIL FOUNDATION- � 3/4' SECURE POST WITH °o Qq 36"MIN. 2W PAVEMENT SECTION (SEE RAMP HANDRAIL) I I It I _ (TMP) • _ QUICK EPDXY(TYP.) a � ~o Z CLEAR "' #5 BARS AT 12"O.C.,15"INTO TOP -III '� 48"MIN. o ~ a of A I- zo = 2'(TYP.) NI Sud N. 12 3/4". _ -------- SEE PLAN N.T.S. LANDING SLAB,3"FROM BOTTOM RISER - - - a g "' p I- (TMP) 60"MIN.LANDING ❑ rc`' p cli 1 1 EDGE PROTECTION(TYP.) S' COMPACTED DENS � _ _ LJ- GRADED AGGREGATE - 24", #5 BARS,-_ 12 C.C. I - -EXPANSION EPANSION 0 NT u•..:r..: , ,.,...'.. ::..,:•.,;:• ♦. . •. WALL • ' ' 'f 6'0"%rM:IN+.LA• N-D• IN.G;�..•, z •���\/ /�� , � N VICINITY MAP CONTOUS =1,000' COMPACTED SUBGRAD U;II \\ 8"DEEP HANDRAIL III-I i I-I'I- '' •': ^a' . CORE DRILL AN 4000 PSI CONCRETE 6"CONCRETE SIDEWALK - ••- .•': @ 28 DAYS FOUNDATION (SEE WITH WWM(SEE DETAIL) SECURE POST WITH 'v 8"MIN.DEEP HANDRAIL FOUNDATION RAMP HANDRAIL) QUICK EPDXY(TMP.) (TYP.)SEE CONCRETE CURB WALL PROJECT DATA SHOWN AS 4 RISERS. SEE GRADING SECTION DETAILS WHERE RAILING IS APPLICANT.................................. DR.MICHAEL KAMPOURAKIS CONCRETE STAIRS NOTES: PLAN FOR NUMBER OF RISERS. EMBEDDED INTO CURB WALL RAMP HANDRAIL NOTES: 14695 MAIN ROAD 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF STAIRS AND RAILING. MATTITUCK,NY 11952 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 2. STAIRS SHALL COMPLY WITH ICC Al 17.1-2017 SECTION 504 STAIRWAYS. .......................................OWNERNANK HOLDINGS LLC 3. ALL STEPS TO HAVE UNIFORM RISER HEIGHTS AND TREAD DEPTH. 4" MIN AND 7" MAX RISER HEIGHT. 11" MIN TREAD 2. SECTION 405.9 OF THE 2010 ADA STANDARDS OHANDRAIL TO COMPLY WITH ICC A117.7 SECTION 505, SECTION 1014 OF THE 2020 BUILDING CODE OF NEW YORK STATE AND 14695 MAIN ROAD SEEDING SPEC IFICATIONIS DEPTH MEASURED HORIZONTALLY FROM NOSE TO NOSE. 3. ALUMINUM SURFACES TO BE PLACED N CONTACT DESIGN.ACCESSIBLE T WITH CONCRETE SHALL BE GIVEN A COAT OF ZINC CHROMATE PRIMER. MATTITUCK,NY 11952 1. PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOIL WITH FERTILIZER AND LIME.10-20-10 FERTILIZER SHALL BE APPLIED 4. 1:48(2%)MAX TREAD SLOPE. SLOPE TREADS TO PREVENT ACCUMULATION OF WATER. 4. DESIGN HANDRAIL AND ATTACHMENTS TO RESIST FORCES AS REQUIRED BY APPLICABLE CODE. APPLY LOADS TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F.LIME SHALL BE APPLIED IN ACCORDANCE WITH 5. NOSINGS SHALL BE UNIFORM 1/2"RADIUS MAX. NON-SIMULTANEOUSLY TO PRODUCE MAXIMUM STRESSES. 6. HANDRAIL SHALL COMPLY WITH ICC Al 17.1-2017 SECTION 505 HANDRAILS. 4.1. GUARD TOP RAIL AND HANDRAIL CONCENTRATED LOAD:200 LB.APPLIED AT ANY POINT IN ANY DIRECTION. SITE AREA.................................. 21,051.73 SF(0.48 Acres) THE FOLLOWING CHART: 7. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES. 4.2. GUARD TOP RAIL UNIFORM LOAD:50 LB PER LF APPLIED IN ANY DIRECTION. CURRENT ZONING..................... RO 8. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. INSIDE HANDRAILS ON 5. EXTERIOR COMPONENTS:CONTINUOUSLY SEAL JOINED PIECES BY CONTINUOUS WELDS.DRILL CONDENSATE DRAINAGE HOLES SOIL TEXTURE TONSIACRE LBS/1,000 SF SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. AT BOTTOM OF MEMBERS AT LOCATIONS NOT ENCOURAGING WATER INTRUSION. PROPOSED ZONING.................. NO CHANGE CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 9. TOP GRIPPING SURFACE OF HANDRAIL SHALL BE 34" MIN TO 38" MAX VERTICALLY ABOVE STAIR NOSINGS AT A 6. SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE WITH SETTING TEMPLATES TO APPROPRIATE SECTIONS. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) SANDY LOAM,LOAM,SILT LOAM 2 90 CONSISTENT HEIGHT. LOAMY SAND,SAND 1 45 ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON 10. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACE AND ADJACENT WALL SURFACE SHALL BE 1 1/2"MIN. ACCESSIBLE RAMP HANDRAIL PROPOSED USE......................... NO CHANGE 11.EXTERIOR COMPONENTS:CONTINUOUSLY SEAL JOINED PIECES BY CONTINUOUS WELDS.DRILL CONDENSATE DRAINAGE SITE SPECIFIC SOIL TESTS. HOLES AT BOTTOM OF MEMBERS AT LOCATIONS NOT ENCOURAGING WATER INTRUSION. FOR USE ALONG ADA ACCESS RAMP EXISTING FOOTPRINT............... 1,414 SF 12. ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH CONCRETE SHALL BE GIVEN A COAT OF ZINC CHROMATE PRIMER. N.T.S. 2. TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1 13. SEE RAMP HANDRAIL FOR HANDRAIL STRENGTH REQUIREMENTS."IN DIAMETER. ALL LAWN �+ �+ AREAS SHALL BESLOPED TODRAIN ORPER THE APPROVED GRADING PLAN. TYPICAL CONCRETE STAIRS AND HANDRAIL DETAIL N.T.S. 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED. 4. GENERAL LOW MAINTENANCE SEED MIX(#8) SEED MIXTURE LBS/ACRE LBS/1,000 SF OPTIMAL PLANTING DATES FINE FESCUE(BLEND) 75 2.1 ZONE 5B&6A=3/15-5/31 HARD FESCUE 75 2.1 =811-10/1 STRONG CREEPING RED FESCUE 75 2.1 ZONE 66 =3/1-4/30 KENTUCKY BLUEGRASS 10 0.25 =8/15-10/15 PERENNIAL IRYEGRASS 10 0.25 ZONE 7A&7B=211-4/30 WHITE CLOVER 5 0.10 =8/15-10130 MAINTENANI;E LEVEL NOTES (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED ACCESSIBILITY TOLERANCE (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 114"PRECIPITATION. THERE IS NO TOLERANCE ON VALUES OUTSIDE THE 5. SEED SHALL.BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED,FIRM THE SOIL WITH NEW TOPSOIL RANGE. A RANGE IS WHEN THERE IS A MAXIMUM A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT. TOPSOIL DEPTH % SHALL BE 4-6"DEEP ••r:•"''-'�� ':;.�' ':?'°"�- "'`•"'`"�'`•• VALUE,SUCH AS 2MAXIMUM CROSS SLOPE. CONSTRUCTION TOLERANCE MUST BE BUILT IN. 6. APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 SOIL SURFACE -I ` 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL ROUGHENED TO SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO UNDISTURBED BIND WITH NEW SOIL SUBGRADE MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,OR LIQUID MULCH-BINDER. LAWN PLANTING DETAIL 7. WATER NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY (NOT DURING PERIODS OF N.T.S. NO. DATE BY DESCRIPTION INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. REVISIONS V,: CIVIL HANDRAIL POST(TYP.) 664 BLUE POINT ROAD, UNIT B CONCRETE NOTES HOLTSVILLE, NEW YORK 11742 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS,AND COORDINATE WITH ALL CONTRACT DRAWINGS, 12"MIN. (631) SSI-0506 PROJECT SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES BETWEEN FIELD FINISHED GRADE www.KeyCivilEngineering.com CONDITIONS AND DESIGN PLANS ARISE,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 6x6-6x6 WWF REINFORCING • . • ' 2. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, BUILDINGS, AND UTILITY LINES FROM ALL 6"THICK CONC.WALK JOINT FILLER 4000 PSI 28 DAY PCC (SEE EXPANSION JOINT DETAIL) 6"THICK CONCRETE WALK--�� � a 112"RADIUS PROJECT NAME DAMAGE. WITH 6X6-10 WWM FINISHED GRADE PITCH TO CURB @3/16"PER FT(1.5%) 4000 PSI 28 DAY PCC2"x 3"KEY 3. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. UNLESS NOTED OTHERWISE EXISTING DENTIST OFFICE 6"MIN COMPACTED 314" a'_. HANDRAIL POST 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES, WHERE \\ \\ --tea- - CLEAN WASHED STONE � \\/\/� 14695 MAIN ROAD, MATTITUCK, NY 11952 NECESSARY,SHEETING AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL REQUIRED TIE BACKS AND BRACING. ��%\\� (TMP') OR APPROVED EQUAL \ 2"TYP METHODS EMPLOYED IN ALL SHEETING AND SHORING SHALL R DESIGNED BY THE CONTRACTOR'S PROFESSIONAL 2"x 3"KEY //;y \ No.4 REBAR CONTINUOUS EXCEPT TOWN SOUTHOLD, COUNTY OF SUFFOLK \��\ 12"MIN. \ THROUGH EXPANSION JOINTS AT ENGINEER LICENSED IN NEW YORK STATE. \\\jj \j\\j\\j\\j\\�\\ \\j\\/f\\` CURB FINISHED GRADE 1/2"RADIUS TOP OF CURB Z DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5 COMPACTED SUBGRADE(95%Ml �\/\\\/ \\i\\ 6"MIN COMPACTED 3/4" ZONE RO 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INSPECTIONS ACCORDING TO GOVERNING BUILDING CODES. � 9 COMPACTION),MIN.6"OF SELECT CLEAN WASHED STONE ��• •' °• 8" 'G 6. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN GRANULAR FILL OR ACCEPTABLE OR APPROVED EQUAL B"THICK CONCRETE WALK 2"CLEAR(TYP.) CALCULATIONS,THE ENGINEER SHALLBE NOTIFIED IMMEDIATELY. EXISTING MATERIAL,AOBE. TYPICAL SECTION WTH 6x6-10 WWM C DRAWING TITLE 400C PSI 28 DAY PCC � COMPACTED 7. NO REVISIONS, ALTERNATES, OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR PITCH 2%(MAX.) BACKFILLWRITTEN APPROVAL FROM THE ENGINEER AND OWNER. CROSS SLOPE(TYP.) 6"MIN COMPACTED 3/4" No.3 REBAR CONTINUOUS EXCEPT,I2"RADIUS ° � DETAILS (�P) LAYOUT AT 1.5/o CLEAN 1 ASHED STONE /\\\/\� THROUGH EXPANSION JOINTS 6"CONCRETE SIDEWALK WITH W.W.F. OR APFROVED EQUAL \// \ d ' 8. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318,"BUILDING CODE REQUIREMENTS � w FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, 'MANUAL OF STANDARD PRACTICE: +=r< DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347, "GUIDE TO `�-- '"'J-- `-" T f g•• > `D FORMWORK FOR CONCRETE,"UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. SECTION B-B CONCRETE 4000 PSI AT 28 DAYS-,-,. d FINISHEDGRADE FINISHED GRADE DATE: 04/19/2021 9. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 6"MIN COMPACTED No.3 REBAR AT 12"ON CENTER DAYS, ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ON THE BASIS OF SECTION A-A 3/4"CLEAN WASHED STONE CAULKING \\ /\�%\ \ No.4 REBAR AT 12"ON CENTER \\ \\�\��\\ \\ SCALE: 1" = 20' FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. OR APPROVED EQUAL -� X1/2" 4 /�\\/ \\/ d / \ \/ \� 10.CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". A B BUILDING(TYP.) A 112"PREMOULDED' COMPACTED BACKFILL d PROJECT NUMBER: 19195 EXPANSION JOINT MATERIAL d COMPACTED BACKFILL No.4 REBAR CONTINUOUS EXCEPT z DRAWING BY: ESF ENTRAINED 6% WITHIN 1%TOLERANCE CONFORMING TO ASTM C 260. 1•': - 11. EXPOSED CONCRETE SHALL BE AIR ( ), •' ' ` THROUGH '�' I EXPANSION JOINTS 12. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. VARIES , CONCRETE CONCRETE 4000 PSI AT 28 DAYS M AT 12"ON CENTER COMPACTED BACKFILL M CHECKED BY: JP PITCH 1.5/o UNO SEE PLAN SIDEWALK G <.:.: EXPANSION INT DETAIL No. REBAR AT 12"ON CENTER 13.REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL .:.:``;': :e':;,. g APPROVED BY: J P ...•:;. BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE `.'> J' , a No.3 REBAR CONTINUOUS EXCEPT d 2"x 3"KEY PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED THROUGH EXPANSION JOINTS 4 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS SURFACES SHALL BE PLASTIC TIPPED.ALL ACCESSORIES SHALL BE GALVANIZED. CURB SIDE(TYP.) 1/2" BY B EXPANSION JOINT 2"CLEAR(TYP) DOCUMENT EXCEPT GIA LICENSED PROFESSIONAL ENGINEER IS A ., 4 ;f ::• 3"(TYP) VIOLATION OF SECTION 7209, EVERY 20' SEE DETAIL '; _ . / �+ l`�E rY yI SUB-DIVISION 2,OF THE NEW YORK 14. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 CONTROL JOINT EVERY 5' ( ) \ / / \/ STATE EDUCATION LAW BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. (SKIP WHEREVER EXPANSION ;. N=.; :';, ,.112"RADIUS \\\ \///�\ /\\\ \� \\/�\ PE�,q, JOINT-See detail) ;•:'' TOOLEDJOINT::r:';:; \ \\`\ P' +�j• 15. CONCRETE FOOTING SHALL CURE FOP,A MINIMUM OF 3-DAYS PRIOR TO THE INSTALLATION OF THE WALL. v' PLACE ON UNDISTURBED SOIL 2'-6"MIN �Q Ac k DRAWING No: PLAN CONTROL JOINT DETAIL PLACE ON UNDISTURBED SOIL * G W 16. CONCRETE LANDINGS SHALL BE A MONOLITHIC POUR AND HAVE A COMPESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. 'NOT EALED CONCRETE CURB WALL DETAIL (TYPE 1) CONCRETE CURB WALL DETAIL (TYPE II) C" f Z 17. WALL SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS ATTAINED 28 DAY STRENGTH. rt � � �� CONCRETE SIDEWALK FOR GRADE DIFFERENCES OF 6" T01 .6n MAX FOR GRADE DIFFERENCES OF 1 -6„ TO 3 -0�� MAX C_2 18. GENERAL FILL UNDER RAMPS AND PATIO AREA SHALL CONSIST OF CLEAN,WELL-GRADED SAND AND GRAVEL, FREE OF N.T.S. N.T.S. N.T.S. 08393 P� ORGANIC MATERIAL, CLAY CLUMPS, SNOW, ICE, OR OTHER DELETERIOUS MATERIALS. 19. ALL CONCRETE WALKING SURFACES TO BE BROOM FINISHED PERPENDICULAR TO THE PATH OF TRAVEL. 4 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER JACLYN PERANTEAU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. NEW YORK STATE PROFMSIONAL ENGINEER 1083937 2 OF 2 YAKey CivillPrrojects\2019\19195_Mancini 14695 Main Road_Mattituck\Drawings\Key Civil\19195_2021.04.19_SPP.dwg JPROJ ECT INFO Oa NO. REVISIONS DATE 10 PER TOWN 4/07/21 SECTION 1 : GENERAL CONDITIONS ABBREVIATIONS 1 4 6 9 50 PER CLIENT 7/01/21 11. CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR ACCEPTANCE CLEAN AND READY M A i N ROAD 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE NEW YORK STATE FOR OCCUPANCY. ALL DEBRIS IS TO BE CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY ADJ. ADJACENT H.B. HOSE BIBB 1 BUILDING CODE, 2020 ICC, ANSI 117.1 2009 CODE, AND BUILDING & ZONING CODES OF THE LOCAL FROM THE SITE. CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN FROM THE A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL MATTITUCK , NY 11952 /7 ;; / ' GOVERNING TOWN OR MUNICIPALITY. REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHEREDSITE. A.F.G. ABOVE FINISHED GRADE LAV LAVATORY lI AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. ANY REQUIREMENTS SET FORTH ON THE DRAWING 12. RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE THE ALUM. ALUMINUM LVL LAMINATED VENEER LUMBER MORE STRINGENT THAN CODE ARE TOBE ONFO FOLLOWED HAND BE OT AMODIFIED WITHOUT STATHE DSARCHITECTS THE CONTRACTOR'S RESPONSIBILITY. ALT. ALTERNATE M.O. MASONRY OPENING SCOPE OF WORK PERMISSION. WORKMANSHIP SHALL 13. CONSTRUCTION SAFETY, INCLUDING CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, B.O. BOTTOM OF MAX. MAXIMUM TRADES INVOLVED. COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE :Z. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO THE PREPARATION OF THESE PLANS B.O.F. BOTTOM OF FOOTING MECH. MECHANICAL INTERIOR ALTERATIONS TO THE FIRST FLOOR (1,414 (GENERAL CONSTRUCTION PLANS) CONFORMING WITH THE BUILDING CODE REQUIREMENTS. THE CONTRACTOR'S RESPONSIBILITY. BD. BOARD MFR. MANUFACTURER SF) AND TO THE SECOND FLOOR (546 SF) OF AN ARCHITECT IS AVAILABLE TO THE OWNER OR CONTRACTOR FOR CONSULTATION REGARDING THE 14. ALL MATERIALS USED TO COMPLETE RENOVATION WORK ARE TO BE NEW. SALVAGED MATERIALS MAY BLDG BUILDING MIN. MINIMUM EXISTING BUILDING. INTENT OF THESE PLANS. ANY DEVIATION FROM THE PLANS SHALL BE REPORTED TO THE BE USED UNDER CERTAIN CONDITIONS SUBJECT TO ARCHITECT OR OWNERS APPROVAL. C.J. CONTROL JOINT MISC. MISCELLANEOUS ARCHITECT, IN WRITING, PRIOR TO COMMENCEMENT OF THE WORK. 15. CONTRACTOR SHALL SECURE BUILDING PERMIT, ARRANGE FOR REQUIRED INSPECTIONS, AND PERMITS C.O. CLEAN OUT MTL. METAL TOWN: TOWN OF SOUTHOLD 3. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF WORKERS AND REQUIRED BY THE TOWN OF SMITHTOWN FOR THE CERTIFICATE OF OCCUPANCY. C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT HAMLET: SOUTHOLD THE PUBLIC. BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE 16. ALL DEMOLITION WORK TO BE RESTRICTED TO AREAS SHOWN ON THE PLAN. CARE IS TO BE TAKEN CU.FT. or CF CUBIC FEET N.T.S. NOT TO SCALE COUNTY: SUFFOLK WITH THE AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE NOT TO DISTURB ADJACENT WALLS, CEILING OR STRUCTURE TO REMAIN. CFM CUBIC FEET PER MINUTE O.C. ON CENTER CONSTRUCTION OPERATION. CL orLC CENTERLINE O.H. OPPOSITE HAND TAX MAP #: 1000-114-08-005 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, 17. ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO REMAIN UNLESS DIRECTED TO ZONING: RO BE REMOVED BY THE ARCHITECT. PROVIDE TEMPORARY SHORING OR SUPPORTS AS REQUIRED. CLG. CEILING PH or 0 PHASE LOT AREA: 21,051.73 S.F. / 0.48 AC. OBTAIN ALL DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND LOCATION OF STRUCTURAL WORK; CLO. CLOSET PL. orLP PLATE AND REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR EFFECT 18. ALL DEBRIS IS TO BE CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY FROM THE SITE. PROPER EXECUTION AND COMPLETION OF THE NEW WORK. THE ARCHITECT IS TO BE NOTIFIED OF CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN FROM THE SITE. CCLEAR PSI POUNDS PER SQUARE FOOT CMMUU ANY AND ALL CHANGES. 19. CONTRACTOR SHALL FURNISH THE USUAL TRADE GUARANTEES, GUARANTEEING ALL MATERIALS AND CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH OCCUPANCY COL. COLUMN REF REFRIGERATOR CLASSIFICATION: B (BUSINESS) 5. THIS BUILDING SHALL CONFORM TO THE AMERICAN NATIONAL STANDARD FOR BUILDINGS AND WORKMANSHIP AGAINST ORIGINAL DEFECTS AND AGAINST INJURY FROM PROPER USUAL WEAR WHEN FACILITIES; PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE, ANSI USED FOR THE PURPOSE INTENDED FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF THE WORK CONC. CONCRETE REQ'D. REQUIRED CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD A117.1-2009. ALL COMPONENTS OF THIS BUILDING, WHETHER EXPLICITLY STATED OR NOT, SHALL OF THIS CONTRACT. THE PERIOD OF ONE YEAR BEGINS ON THE DATE OF FINAL PAYMENT. DEFECTS D.F. DRINKING FOUNTAIN REV. REVISION FRAME) BE BARRIER FREE DESIGNS AS REQUIRED FOR PHYSICAL HANDICAPPED ACCESSIBILITY. APPEARING DURING THAT YEAR SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. DEMO DEMOLITION RM ROOM SPRINKLER: NON-SPRINKLERIEDBUILDING 6. CONTRACTOR SHALL REPAIR ALL DAMAGED AND DISTURBED SURFACES AND AREAS TO THEIR 20. TEMPORARY STORAGE AND PROTECTION OF TOOLS, EQUIPMENT, AND MATERIALS SHALL BE THE DIA. or 0 DIAMETER SIM. SIMILAR ( ) ORIGINAL CONDITION, RESULTING FROM CONSTRUCTION, IN EXISTING AREAS. CONTRACTORS RESPONSIBILITY. DIAG. DIAGONAL SQ-FT- or SF SQUARE FEET (1) SPRINKLER IN TANK STOR. 7. CONTRACTOR SHALL VISIT THE SITE WITH THE OWNER PRIOR TO SUBMITTING A BID. DURING THIS 21. DURING DEMOLITION THE CONTRACTOR IS TO PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF DIM. DIMENSION SQ.IN. SQUARE INCHES TIME THE CONTRACTOR SHALL MAKE NOTE OF EXISTING FINISHES AND WORK REQUIRED TO MEET THE THE EXISTING STRUCTURE. DL DEAD LOAD STL. STEEL DRAWING LIST REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE BID SHALL INCLUDE ALL WORK AND 22 PERFORM DEMOLITION, ALTERATION AND REMODELING WORK INDICATED TO PRODUCE FINISHED DN. DOWN SUSP. SUSPENDED T-100 TITLE SHEET AND BUILDING INFORMATION SCHEDULES AS REQUIRED IN THESE DOCUMENTS. RESULTS SHOWN AND DESCRIBED ON THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL E.F. EXHAUST FAN SW SWITCH T-200 ACCESSIBILITY DETAILS MANCINI 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY AND/OR PERMANENT SUPPORT, BRACING, REMODELING WORK AND SHALL BE RESPONSIBLE FOR DIVISION OF WORK BETWEEN THE VARIOUS E.J. EXPANSION JOINT T & G TONGUE AND GROOVE A-001 CODE INFO & EGRESS PLAN SHORING, ETC., AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. SUBCONTRACTORS. E.W. EACH WAY T.O. TOP OF A-010 DEMOLITION PLANS M U I ARCHITECTURE 9. CONTRACTOR TO ALIGN ALL NEW CONSTRUCTION WITH EXISTING WALLS AND ROOF LINES AS 23. UNFINISHED SURFACES CREATED BY REMOVAL OF EXISTING MATERIALS AND SURFACES DkMAGED OR EA. EACH T.O.B. TOP OF BEAM A-011 DEMOLITION RCPS CONSTRUCTION INDICATED. PATCH EXISTING SURFACES AS REQUIRED TO A SMOOTH FINISH WITH ADJACENT NEW DISTURBED BY REMODELING WORK SHALL BE PATCHED WITH NEW MATERIALS AND FNISHED TO EL ELEVATION T.O.C. TOP OF CURB CONSTRUCTION. MATCH THE EXISTING WORK. EQ. EQUAL T.O.F. TOP OF FOOTING A-100 STRUCTURE FLOOR PLANS 10. WORK WHICH REQUIRES PATCHING SHALL BE DONE WITH THE SAME MATERIALS AND IN THE SAME 24. ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO REMAIN UNLESS DIRECTED TO EST. ESTIMATE T.O.J. TOP OF JOIST A-101 CONSTRUCTION FRAMING FLOOR PLANS 222 Middle Country 7 Suite 314 MANNER AS ADJOINING WORK. ALL DUE PRECAUTIONS SHALL BE TAKEN TO INSURE BONDING BE REMOVED BY THE ARCHITECT. PROVIDE TEMPORARY SHORING OR SUPPORTS AS REDUIFED. EXIST. or EX. EXISTING T.O.M. TOP OF MASONRY A-102 EQUIPMENT/POWER FLOOR PLANS Smithtown, 11787 T. 631-979-011 04 BETWEEN OLD AND NEW WORK. JOINING BETWEEN OLD AND NEW WORK SHALL BE A SMOOTH F.D. FLOOR DRAIN T.O.S. TOP OF STEEL A-103 FINISH FLOOR PLANS F: 631-979-3445 CONTINUOUS FINISH TO ELIMINATE ANY VISUAL EVIDENCE OF JOINING. F.E. FIRE EXTINGUISHER T.O.SL. TOP OF SLAB A-110 CONSTRUCTION RCPS info@manciniarchitecture.com F.F.E. FINISH FLOOR ELEVATION T.O.W. TOP OF WALL A-200 CONSTRUCTION ELEVATIONS GENERAL NOTES: FINISH NOTES: FIN. FINISH THRU THROUGH A-300 CONSTRUCTION SECTIONS TYP1. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL GENERAL REQUIRMENTS: FL FLOOR U.N. TYPICAL A-301 DETAILS & SCHEDULES FPSC FIRE PROOF SELF CLOSING U.N.O. UNLESS NOTED OTHERWISE INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF OCCUPANCY OR COMPLETION, U.L. APPROVALS, AND ANY 1. ALL WALL AND CEILING FINISHES U.N.O. SHALL HAVE A FTG. FOOTING UNF. UNFINISHED OTHER MUNICIPAL REQUIREMENTS. FLAME SPREAD RATING: C �� y, GA. GAUGE V.I.F. VERIFY IN FIELD FEED ARc�'' GALV. GALVANIZED W/C WATER CLOSET ��`� \J.P G 2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS GYPSUM BOARD GFCI or GFI GROUND FAULT CIRCUIT INTERRUPTER W/ WITH ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF GYP. GYPSUM W/0 WITHOUT �'. THE ENGINEER IMMEDIATELY BEFORE PROGRESSING FURTHER 1. GYPSUM BOARD AND ACCESSORIES SHALL CONFORM WITH WITH ANY AND ALL WORK. ASTM STANDARDS AS FOLLOWS: GYPSUM WALLBOARD - 61 GYP. BD. GYPSUM BOARD WD. WOOD }� � ASTM36; GYPSUM CEILING BOARD - ASTM C1395; JOINT -' 3. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS TAP/COMPOUND - ASTM C474 & C475; SCREWS - ASTM CONTRACTOR. C954w^1002; NAILS - ASTM C514, F547, & F1667. ARE TO BE VERIFIED BY THE CO s�9 038��o 40� - SURVEY INFORMATION PROVIDED BY PN CONTRACTOR PERFORMANCE: 2. GYPSUM BOARD SHALL BE 5/8" THROUGHOUT UNLESS SCALICE LAND SURVEYING NOTED OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS. DATE: 01-29-2019 FASTEN AT 8" O.C. FOR WALL APPLICATIONS. METAL SURVEY OF PROPERTY SITUATE MATTITUCK, 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND CORNER BEADS SHALL BE USED AT ALL OUTSIDE CORNERS. TOWN OF SOUTHOLD SUFFOLK COUNTY METHODS OF CONSTRUCTION. NO DETAIL INCLUDED HEREINALL JOINTS SHALL BE TAPED, SPACKLED AND SANDED DISTRICT 1000 SECTION 114.00 BLOCK 08.00 LOT 005.00 AREA= 21,051.73 SF / 0.48 ACRES IS MEANT TO SUBSTITUTE FOR THE CONTRACTOR'S SMOOTH, POLISHED AND READY FOR PAINTING. GYPSUM J KNOWLEDGE AND EXPERIENCE OF THE PROPER INSTALLATION SHALL CONFORM TO GYPSUM ASSOCIATION PREPARATION, TOOLING, SCHEDULING, PROCEDURES, GA-216 ck ASTM C840. This drawing has been prepared for the indicated project and is an instrument of LIMITATIONS, AND REQUIREMENTS OF THE MATERIALS TO BE INSTALLED. 3. GYPSUM BOARD IN RATED WALLS INDICATED ON THE PLANS service copyrighted by Mancini Architecture SHALL �E 5/8" TYPE "X" GYPSUM BOARD AS REQUIRED BY PLLC. This drawing may not be copied or 2. THE CONTRACTOR AND SUB-CONTRATOR(S), ARE ALL CODE. TAX IAT 7 N v, used, in whole or in part, by any party without REQUIRED TO PERFORM A PRE-BID SITE INSPECTION ALONG LAND N/F JOHN LOPER the expressed written consent of Mancini WITH A COMPLETE REVIEW OF THE DRAWINGS AND 4. GYPSUM BOARD SHALL BE AS MANUFACTURED BY GEORGIA FEN PLAS FEN m 1 Architecture PLLC. Infringements or any use SPECIFICATIONS OF THE PROJECT. PACIFIC, OR APPROVED EQUAL, AND SHALL BE STORED AND 6'STOCKADE FEN, 1' N74°07'30"E 89.16 "-Zr of this drawing for any other purposes will be INSTALLED IN ACCORDANCE WITH MANUFACTURES 4 - - - - - �'6 prosecuted to the full extend of criminal law 3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE RECOMMENDATIONS. FEN % �,4 � xr.� - J -702 0 3 P/S z2 6'ST ADE FEN. �- 20 FEN V DESIGN IN HIS BID DOCUMENT. NO CONTRACTOR �z.D30�// 0.7' r--_..,.._., 3,� x1.94 'x+/ X 2aTa J �1.5' w R.R.T. WALL ,22.03 / ,�. j :+a" EXCEPTIONS SHALL BE ACCEPTED BY THE OWNER OR HIS 5. IN WET AREAS AND UNDER CERAMIC TILE WALL FINISHES, tZWALL � ZJra As PJrR J ,861 KEY PLAN DESIGNEE WITHOUT FULL WRITTEN APPROVAL OF THE USE 7/16" CEMENT BOARD INSTALLED IN ACCORDANCE 03'clt 47 � ' °°' Xu y �� ARCHITECT AND ENGINEER. WITH MANUFACTURES SPECIFICATIONS. x� so20----1 -moxlr� 1 X��� 4. THE CONTRACTOR'S WORKMANSHIP IS TO BE OF THE PAINTING UAB 1 PSR P 'xr�J'% „PHA STANDARD IN THE INDUSTRYa PaB iv �b91 972 ,1°•ASPHALT I )jp96,,sa7 rt>~� ,,6,2 TAX LOT 3 HIGHEST' GENERALLY ACCEPTED STA Z ' f` DRIVEWAY x',24 1 AND LACK OF PERFORMANCE IN ANY NATURE BY THE 1. GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT OF �` lo"'JJ5 :'°� x'°.3s f TAX 5 CONTRACTOR WILL BE DEEMED A VIOLATION OF HIS PRIMER SEALER AND A MINIMUM OF TWO COATS OF LATEX 1 6.63 cOa'c"J9-- 0 �1. OP CONTRACT. WALL PAINT UNLESS NOTED ON THE DRAWINGS. n� ` FEN 619b5 APPEARANCE RATHER THAN NUMBER OF COATS DETERMINE 5. THE CONTRACTOR SHALL PROVIDE A FULL WARRANTY FOR ACCEPTANCE OF FINISH SURFACE. PAINT SHALL BE AS ? tv n bi- ' u T ALL MATERIALS AND WORKMANSHIP PROVIDED. THE SCHEDULED OR APPROVED EQUAL. r+T. 1. x"� 17-J IIZ WARRANTY LENGTH SHALL BE AS SO NEGOTIATED BETWEEN I T.4' 1 I PROJECT M1 16.40 x 5 R S _L1T.13 16.79 t FEN THE OWNER AND CONTRACTOR. i , 61x4 ,3 g� x18 x,,.,i 5.8' LOCATION 1aA;� x te.23 x-17 ,16 n / GAR 0.8'f ,,,,...•. r r I / 18,3J 1667 IK 15so 0.31 FRAME x 1e.sa GARAGE G.FL 15.22 11 X s'.5 Ir � VHALT */ x t4.80 EWAY .' X zo sS M94 EXISTING BUILDING CODE NOTE: x'9 } G PROJECT x 1w6e 1 x t5.ns a \ 0�3' THE BUILDING HAS BEEN ANALYZED FOR CODE COMPLIANCE USING THE 2020 EXISTING BUILDING CODE OF NYS. I x175 `Jx20.37 ' DR. KAMPOURAKIS TAX LOT 6 THE PRESCRIPTIVE COMPLIANCE METHOD WAS USED, THEREFORE ALL NEW ALTERATION AND ADDITION AREAS l WERE ANALYZED USING THE 2020 BUILDING CODE OF NYS WHERE APPLICABLE. i x 4'414_g v'l(�,� J LAND N/F RONALD W. SCHiIEIZER 21.04 .2,.61 GENERAL NOTES: & DOROTHY J. SCHiIElZER rRV �.,,4'x614at / _ X ,5x` i APPROVALS 14695 MAIN ROAD 020 NEW YORK STATE UNIFORM CODE: los I 'N ' MATTITUCK, NY 11952 1. THE CONSTRUCTION DRAWINGS WERE PREPARED USING THE 2 11 i--_;, Y I 191 •x ' TAX IAT 4 � '�- •'� -I'�� � LAND N/F JAMES HINSCH -2020 BUILDING CODE OF NYS DRAWING TITLE -2020 RESIDENTIAL CODE OF NYS ' a' I FRAME.- I -2020 EXISTING BUILDING CODE OF NYS xu. :1 STORY I RE 95wN 0 I I j -2020 FIRE CODE OF NYS 11x! " i RIDM 42� '� 4 �126.a6 2"° -2020 PLUMBING CODE OF NYS TITLE PAGE & -2020 MECHANICAL CODE OF NYS 4 212 , �� 95 -2020 FUEL GAS CODE OF NYS t '". ,". „,4 T4 ` x,4.82 yx,°.Di,20.09 X -2020 PROPERTY MAINTENANCE CODE OF NYS I Zv I x 4R X ° '` 1�,•■nfU ,14.49 -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS ~� vV Y� 1 ( a ` x�81�- tb6 SCALE X+..� \ 66y(']`V�'\ SCALE AS SHOWN 2. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS, APPROVALS, CERTIFICATES, �+ �� 4� y16. �I ' DRAWN BY MIS CERTIFICATES OF OCCUPANCY OR COMPLETION, U.L. APPROVALS, AND ANY OTHER MUNICIPAL .-` 7� x t� X,4.Ti x'4.24 ,,.,9a .� �,`"� REQUIREMENTS. - � �. ib I ' *6 \ sty .� ,iT53 � � l ,14.x3 X,4.zT ,14.14 DRV �-- a;•,fi.e+ DRAWN FOR -- 3. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE IMMEDIATELY BROUGHT TO THE I ��' CHECKED BY -', I1 w � ao3 ATTENTION OF THE ARCHITECT IMMEDIATELY BEFORE PROGRESSING FURTHER WITH ANY AND ALL WORK. b � ,14 T2o '- II; ,,46a PROJECT# 1 1 %1.92 rI F�D'�.j -,,.+,••^"•• X 15.5! f \ 4. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. DR��Av / DRYx°- DATE 01/15/20214 C HE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION SAFEGUARDS PER CHAPTER 15 OF THE I 00° D+ °qMENZ xi5� ' !4,v...� i SHEET NO. 5. T I $0. `957 r � EXISTING BUILDING CODE OF NYS. `' �D .� S l� E� FND• PSPµ -`'-' Qttl x tsat REBAR��-�-- �1 2J> JU202, T 1 00 MAINN. • • R WIDE} �^Y- :. (6 �� r`�'• x"Y?y T 6 r" lsat PLOT PLAN 1" = 30' -- SHEET OF NO. REVISIONS DATE TYPICAL DEVICE LOCATION & HEIGHT LEGEND STANDARD ADA ICC/ANSI A117.1 504 STAIRWAYS 0 PER TOWN 4/07/21 20 PER CLIENT 7/01/21 FIGURE 504.5 STAIR NOSINGS RADIUS �" 1'-2j" MIN EQ. EQ. MAX 1j" MAX 1j" MAX 30 i� CURVED BEVELED 1 FIRE ALARM DEVICE LINE OF FINISHED CEILING TYP. STROBE. STROBE HORN OR SPEAKER FIRE E) I T EXIT SIGN LOCATION (A)VERTICAL RISER (B)CURVED NOSING C BEVELED RISER CLOCK ALARM OPTION 1:CEILING MOUNT (TYPICAL ( ) (D)ANGLED RISER FIGURE 504.2 TREADS AND OUTLET iv OPTION 1:WALL MOUNTED ADJACENT TO DEVICE UNLESS OTHERWISE NOTED RISERS FOR ACCESSIBLE DOOR 6'-8" AFF (TYPICAL OPTION 2:WALL MOUNTED 7'-8" AFF) STAIRWAYS ¢� UNLESS OTHERWISE NOTED) m MEASURED TO TOP OF SIGN TV OPTION 2:CENTERLINE OF WALL OR OUTLET COLUMN IN OPEN AREAS OR 8" o I g I TYPICAL FROM CORNER OF WALL (SEE o o PLUMBING ELEMENTS: TRANSFER TYPE SHOWER COMPARTMENT ® OUTLET OR COMBINATION MICROWAVEBELOW) wo w o o DATA/COMMUNICATION JACK I SHELF 2"MIN _ vK- OUTLINE OF WALL V' TYPICAL DOOR FRAME W a OUTLET OR COMBINATION e Y COAT z FIRE HOSE CABINET zo Z � HOOK = W zo F o DATA/COMMUNICATION JACK w y II z ■ Ili- MIN. in 36" m zIn mo r-I�-� t�i� 1'-3�" 18" SIDE WALL 22"-23" a ir> a 3 m Z)Z Q Z M I I a a THERMOSTAT DEVICE 0 0 00 g� w a y o- 0 M x ¢ p Z (j v < a w FOR ADA USE MICROWAVE OPTION 1:WALL MOUNTED ADJACENT TO �j 'Q W E 12 �w w� m�� _ � � �� � o WILL BE RELOCATED TO DOOR 48" AFF (TYPICAL UNLESS 7" � SEAT N a J D o z o a ° COUNTERTOP. SEAT CONTROL° y Q w OTHERWISE NOTED ADA COAT WALL D 3 k' IZ a 000 2"MIN 2"MIN WALT WALL 1 z o v o < a0 wm * *�� Y OPTION 2:CENTERLINE OF WALL OR HOOK in X ¢ v o COLUMN IN OPEN AREAS OR 8" % - x Ld �LLJ� e ■ ® 3 FROM CORNER OF WALL (SEE z ,c Of w o m 2"MIN 2"MIN ■ s z 0j BELOW) ao , ao a • m 24" Q o TYPICAL BACK SPLASH ^ �O J N -- M 15"-16" M co e ■ ® OUTLET OR COMBINATION OUTLINE OF WALL 2"MIN. m d < m 0 i 48"MIN Li 0 TYPICAL BUILT-IN z a a 0 ro w z DATA/COMMUNICATION JACK 0 m m m < ¢0 z Q w I WORK SURFACE I a 0 � o z WITHOUT GROMMETS z SINGLE OR m rn 0 a a CONTROL LOCATION L-SHAPED SHOWER SEAT z 111" MIN. 11j" MIN. o x GANGED SWITCH 0 V) 0 0 w a w 0 W TYPICAL BUILT-IN I 1 Q a- ¢0 WORK SURFACE _ of 1'-3 " (INCLUDING Y U U wo o No 0 COMPARTMENT SIZE AND CLEARANCE M 0 0 WITHOUT GROMMETS • N 1 1 0 DIMMERS do w 5AN Z =a z g�a1 C.) m y 0 ib N SWITCH-MOTION 00W w0 ._I0 100 o 2N ®o I oI : ® COMBO. zza � a� mN� " N W FINISHED BASE m w z c! z a a x 0 ® 3 0 a� 1 I z V-O WZ � � 0�� < v N .� I I z TYPICAL UNLESS FINISHED FLOOR a 00 o a MOUNTING HEIGHTS: TOILET ACCESSORIES WITH OPERABLE PARTS MANCINIa W OTHERWISE NOTEDZ ARCHITECTURE N MJ I I coQ MD C4 a B CONSTRUCTION v A 0 _ OISCRIPnONS mul Mie A. TOILET SEAT COVER a x a B. PAPER DISPENSER/DISPOSAL x 222 Middle Country Rd, Suite 314 D. SOAPC. PAPERD SIPENSERR 1 Smithtown, NY 11787 E. TOILET PAPER DISPENSER } 01 T: 631-979-0104 F: 631-979-3445 STANDARD ADA AND ICC/ANSI A117.1 STANDARD ADA AND ICC/ANSI A117.1 STANDARD ADA AND ICC/ANSI A117.1 ELEVATION HEIGHTS: ACCESSORIES WITH OPERABLE PARTS ELEVATION HEIGHTS:MIRROR do COAT HOOK info@manciniarchitecture.com STANDARD ACIA AND ICC/ANSI A117.1 308 HANDRAILS 306 KNEE & TOE CLEARANCE 303 CHANGES IN LEVEL 304 WHEELCHAIR TURNING SPACE NO Es NOTE:40" IF LOCATED OVER A *MOUNTED OVER AN OBSTRUCTION: LAVATORY OR COUNTERTOP IF OBSTRUCTION DEPTH IS 20", THEN MAX Y= 35" IF NOT LOCATED OVER A MOUNTING HT ALLOWED IS 48" LAVATORY COUNTERTOP IF OBSTRUCTION DEPT IS 20"-25" MAX, 308.2 FORWARD REACH. 5' MIN THEN MAX MOUNTING HT ALLOWED IS 44" RE�GNG 3 C 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS X �'�\y UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 8" Q 5' MIN ___ 48" MAXIMUM AND THE LOW FORWARD REACH SHALL SZ X x x BE 15" MINIMUM ABOVE THE FLOOR OR GROUND. r-, i \ I I Z a r t4�J X 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH I FIGURE 303.2 VERTICAL CHANGES IN LEVEL / STANDARD ADA AND ICC/ANSI A117.1 505 HANDRAILS FORWARD REACH IS OVER AN OBSTRUCTION, THE10 10 I 1 Z y CLEAR FLOOR OR GROUND SPACE SHALL EXTEND L `lam BENEATH THE ELEMENT FOR A DISTANCE NOT LESS 1 2 II II THAN THE REQUIRED REACH DEPTH OVER THE , `1 / L-- J (P� / in OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE __J °' '^� -� / CV > > , 1' MIN. F NEW�Q "9 ��817� Q` 48" MAXIMUM WHERE THE REACH DEPTH IS 20" -K \ i 1 M I N M 11 MIN O MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", 17" MIN 11" 4" IM 6E" 14" THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM (A)CIRCULAR PERIMETER 10" MAX 10"-24" MAX 10" MAX AND THE REACH DEPTH SHALL BE 24" MAXIMUM. FIGURE 306.2 TOE CLEARANCE FIGURE 306.3 KNEE CLEARANCE (B)T-SHAPED X z FIGURE 303.3 BEVELED CHANGES IN LEVEL X FIGURE 308.3.2 FIGURE 308.3.1 308.3 SIDE REACH. FIGURE 304.3 NOTE: ;N it OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH SIZE OF WHEELCHAIR TURNING SPACE DEPTH EA AD UNOBSTRUCTED. WHERE A CLEAR FLOOR OR DOTH (A)CIRCULAR (B)NON-CIRCULAR (C)NON-CIRCULAR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, FIGURE 505.10.3 FIGURE 05.7 HANDRAIL CROSS SECTION THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND FIGURE THE LOW SIDE REACH SHALL BE 15" MINIMUM ABOVE TOP HANDRAIL BOTTOM HANDRAIL EXTENSIONS AT STAIRS THE FLOOR OR GROUND. EXCEPTION: EXISTING EXTENSIONS AT STAIRS 20" MAX ELEMENTS SHALL BE PERMITTED AT 54" MAXIMUM STANDARD ADA AND ICC ANSI STANDARD ADA AND ICC ANSI A117.1 This drawing has been prepared for the ABOVE 74EFLOOR OR GROUND. STANDARD ADA AND ICC/ANSI 117.1 404.2.3 / / 12" MIN 1J7MIIN. indicated project and is an instrument of 00 20"-25" MAX 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR CLEAR WIDTH OF DOORWAYS 117.1 305 CLEAR GROUND SPACE 303 CHANGES IN LEVEL 12" MIN M I service copyrighted by Mancini Architecture FLOOR OR GROUND SPACE ALLOWS A PARALLEL PLLC. This drawing may not be copied or APPROACH TO AN OBJECT AND THE HIGH SIDE REACH M used, in whole or in art, b an aft without IS OVER AN OBSTRUCTION, THE HEIGHT OF THE M P Y Y party OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH 48" MIN C the expressed written consent of Mancini OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE (A)STAIRS B RAMPS Architecture PLLC. Infringements or an use x " HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A 32" MIN X I O (A)CIRCULAR g Y C a a REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH , Q i' ( of this drawing for any other purposes will be 171 1 FIGURE 505.10.1 32" MIN 32" MIN z FIGURE 505.5 DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE I 1 ( TOP AND BOTTOM HANDRAIL FIGURE 505.4 HANDRAIL HEIGHT prosecuted to the full extend of criminal law `t 46" MAXIMUM FOR A REACH DEPTH OF 24" MAXIMUM. A� O ) I o "+� EXTENSIONS AT RAMS HANDRAIL CLEARANCE 10 B) SLIDING DOOR C) FOLDING DOOR I I rq A) HINGED DOOR FIGURE 302.2 KEY PLAN CARPET ON FLOOR OR GROUND SURFACE FIGURE 308.2.2 FIGURE 308.2.1 OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH DRINKING FOUNTAINS STANDARD ADA AND ICC/ANSI A117.1 404.2.4.2 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS 602.1 GENERAL. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602. Pp 602.2 CLEAR FLOOR SPACE. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 POSITIONED Q� FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PLUMBING ELEMENTS: WATER CLOSET AND LAVATORY PROVIDED. HINGE SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH - SWINGING DOOR EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNITS FOR CHILDREN'S UISE WHERE PROJECT FRONT APPROACH - SWINGING DOOR NOTE: X=36" MIN IF Y=60" Y=54" MIN IF DOOR HAS CLOSER THE SPOUT IS 30 INCHES 760 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3 1/2 INCHES (90 MM) LOCATION PULL SIDE X=42" MIN IF Y=54" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. _ PULL SIDE60" MIN 48-MIN F_ -- 602.3 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309. PULL SIDE �-- 36"MIN z I I Iz r X 12"MIN 24"MIN 18" 602.4 SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GIROUND. X _54"MIN o � r" 24"MIN � 602.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM THE VERTICAL SUPIPORT AND I} I iv 1 01 MIN X 39"-41" 5 INCHES (125 MM) MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 0 42"MIN 12"MAX I 4 INCHES (100 MM) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (125 MM) MAXIMUM FROM THE FRONT OF THE UNIT. PROJECT z MI I I X I z 36"MIN � I MI >•• � 24"MIN } E THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. z C+1 1 N WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES 75 MM OF THE FRONT OF THE UNIT, THE ANGLE OF TTHE WATER z Z I � PUSH SIDE I I TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES ( ) . KAM PO U RAKI S z STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES 75 MM AND 5 INCHES 125 ( ) .r 10 12"MIN 24"MIN '�-L- ---U - -- J MM MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMIUM. �I 42"MIN L-- - �k-54" MIN-�I PUSH SIDE ) ,°'� a, PUSH SIDE NOTE: Y=48" MIN IF DOOR % ADVISORY 602.6 WATER FLOW. THE PURPOSE OF REQUIRING THE DRINKING FOUNTAIN SPOUT TO PRODUCE A FLOW OF C HAS AND BBAOTCHA CLOSER Y=48" MIN IF DOOR HAS CLOSER WATER 4 INCHES (100 MM) H!CH MINIMUM IS SO THAT A CUP CAN BE INSERTED UNDER THE FLOW OF WATER TO PROVIDE 14695 MAIN ROAD A DRINK NG FOUNTAIN.WERFOR AN INDIVIDUAL WHO, BECAUSE OF A DISABILITY, WOULD OTHERWISE BE INCAPABLE OF USING THE ROACH - SWINGING DOORMATTITUCK, NY 11952 ,0 SIDE APP , M 27' 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND DRAWING TITLE 60"MIN MANUAL SWINGING DOORS: CLEARANCES STANDARD ADA AND ICC/ANSI A117.1 TOILET PLAN: LOCATION AND CLEARANCES TOILET ELEVATION HEIGHTS: SEAT GRAB BARS, & DISPENSER 404.2.4.2 MANEUVERING CLEARANCE TITLE PAGE & AT SLIDING AND FOLDING DOORS PROJECT INFO �Y = 54" IF DOOR PULL SIDE PULL SIDE HASCLOSER r- -----I F_ - -- - __1 A NOTE: } � F - -- - X MIN. SCALE SCALE AS SHOWN _ ,s•MIN DRAWN BY M I S o 18" MI I X I THEN X 42" of i( 54 Q I I i Ir MIN. 17"-25" 1 IFY = 60" I 24- MIN z r - -- 1 Z - - - THEN X = 36" - - I o DRAWN FOR92M E:�3 -- 3 2' -- - 10 CHECKED BY CLEAR a x N01 - - PROJECT# -- FLOOR < z a, X=12" IF DOOR HAS �Q A) FRONT APPROACH B) POCKET OR HINGE APPROACH 1 SPACE g BOTH CLOSER y=48" IF CLOSER 1 I DATE 01/15/2021 n N AND LATCH *12" MIN NOTE: PROVIDED WMIN } HAS BOTH IF DDDR } '� � I I SHEET NO. f -� rr -- - � r- - - -�-. I- z m CLOSER dt LATCH o z 6"MAX I I I 0 I I I I 10 11"MIN x I 00 1 1 22" MIN *IF BOTH CLOSER 4" MIN & LATCH PROVIDED I �} I 30'MIN. T-200 - 1 I 2' MIN LAVATORY PLAN: CLEAR FLOOR SPACE LAVATORY ELEVATION: TOE & KNEE CLEARANCE M - -� A. SIDE VIEW B. ELEVATION VIEW DRAWING BASED ON ELKAY ENHANCED EZH2O MODEL LZSTL8WSLP 30'MIN. C) STOP OR LATCH APPROACH -- SHEET OF 2020 INT'L EXISTING BUILDING CODE (EBC) BUILDING CODE/DATA NO. REVISIONS DATE Q1 - CHAPTER 3 - COMPLIANCE METHOD PER TOWN 4/07/21 THE FOLLOWING REVIEW IS IN ACCORDANCE WITH THE 'WORK AREA METHOD' AS PER EBC301.1.2 SCTM #: 1000-114-08-005 2 PER CLIENT 7/01/21 LOT AREA: 21,051.73 SQ.FT. (0.48 ACRES) T.O.B. ZONING: RO �t°�irbr :rt6s � CHAPTER 5 - CLASSIFICATION OF WORK TOTAL FLOOR AREA: 1,960 SF (EXISTING) t OCCUPANCY CLASSIFICATION: BUSINESS (B) AS THE EXISTING BUILDING IS A GROUP B WITH A WORK AREA LESS THAN 50%, THEREFORE THE EBC ANALYSIS HAS BEEN PERFORMED AS AN ALTERATION-LEVEL 2 PER CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD FRAME) EBC505. THEREFORE, THE BUILDING WILL BE ANALYZED FOR COMPLIANCE WITH CHAPTERS 7 THROUGH 8. SPRINKLER: NON-SPRINKLERED (BUILDING) EBC BUILDING ELEMENT CODE REQUIREMENT PROVIDED SUPPORTING INFORMATION OR DOCUMENTATION OCCUPANCY/EGRESS CITATION SPACE CLASSIFICATION FLOOR AREA SF/OCC. OCCUPANTS. 1ST FLOOR (BUSINESS): 1,414 150 GROSS CHAPTER 7 - ALTERATIONS LEVEL 1 2ND FLOOR (BUSINESS): 546 150 GROSS " 701.3 FLOOD HAZARD AREASNA NA THIS BUILDING IS NOT LOCATED WITHIN IN A FEMA SPECIAL TOTAL: 1,960 150 GROSS 13 FLOOD HAZARD AREA. 6 702 BUILDING ELEMENTS AND MATERIALS BC 1017 TRAVEL DISTANCE: y M 702.1 INTERIOR FINISHES, FLOOR BC 804.4: INT. FLOOR NA SEE FINISH TABLE BELOW w B W OCC.. . 0 SPRINKLERS zz Ir THROUGH FINISH, AND TRIM FINISH SHALL HAVE A MAXIMUM / SPRINK200 FT W/ 702.3 MIN CLASS II CRITICAL f RADIANT FLUX RATING ACTUAL MAX TRAVEL DISTANCE: 69'-8" N o n- 703.1 FIRE PROTECTION SPRINKLER REQUIRED IN PROVIDED IN TANK STORAGE FIRE SPRINKLER AND FIRE ALARM NOT REQUIRED THROUGHOUT TANK STORAGE BUILDING PER 2020 IBC 907.2.2 GROUP B. & 2020 FIRE CODE BC TABLE 1006.2.1 COMMON PATH OF EGRESS FOR SPACES WITH ONE EXIT: J z > 5306.2.2 ONE-HOUR INTERIOR ROOM WHERE OKE RATED MAXIMUM ALLOWED: 100 FT W 0 SPRINKLERS INTERIOR ROOM SHALL BE SELF-CLOSING; SMOKE AND DRAFT / s. � O CONTROL ASSEMBLIES HAVING FIRE PROTECTION RATING NOT U LESS THAN 1 HR.; ROOM TO BE EXHAUSTED THROUGH A DUCT MAXIMUM PROVIDED: 45-8" FT TO THE EXTERIOR AND AN AUTOMATIC SPRINKLER SHALL BE INSTALLED WITHIN THE ROOM. VENTILATION WILL COMPLY WITH MECHANICAL CODE OF NYS AND PROVIDE AT MINIMUM RATE OF 1 BC 1006 NUMBER OF EXITS: ` CFM PER SQ. FT. I 704.1 MEANS OF EGRESS MAINTAIN THE LEVEL OF EGRESS PATHS ARE COMPLIANT SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS. NUMBER OF EXITS REQ'D: 1 EXITS PER BC 1006.2.1 PROTECTION PROVIDED WITH PROPOSED USE/OCCUPANCY NUMBER OF EXITS PROVIDED: 2 EXITS 705.1 ACCESSIBILITY ACCESSIBLE MEANS OF EXISTING NO CHANGE NO ALTERATIONS THAT AFFECT EXISTING LEVEL ACCESSIBILITY ARE BC 1005.3.2 MINIMUM EXIT WIDTH: EGRESS REQUIRED BY PROPOSED AS PART OF THIS APPLICATION. THE EXISTING 11111 CHAPTER 11 OF THE IBC BUILDING IS FULLY ACCESSIBLE AND ALL NEW DOORS SHALL 13 OCC. X 0.20 IN. PER OCC. 2.6 IN. REQUIRED NOT REQUIRED FOR COMPLY, SEE PLANS. EXISTING FACILITIES (2) EXIST. 36 IN.(MIN) DOORS = 72 IN. 708 ENERGY CONSERVATION, NEW ENVELOPE AND WILL COMPLY NEW WINDOWS WILL COMPLY. EXISTING MECHANICAL EQUIPMENT TOTAL EXIT DOOR WIDTH PROV'D = 72 IN. MANCli\4 MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT TO BE MODIFIED. NEW MECHANICAL EQUIPMENT WILL COMPLY. ARCHITECTURE SHALL CONFORM TO ECC FC 5306.2.2 MEDICAL GASES - ONE-HOUR INTERIOR ROOM mul CONSTRUCTION CHAPTER 8 - ALTERATIONS LEVEL 2 ONE-HOUR INTERIOR ROOM WHERE 1-HR RATED _ 803 BUILDING ELEMENTS AND MATERIALS INTERIOR ROOM SHALL BE SELF-CLOSING; SMOKE AND _ _ �I 222 Middle Country Rd, Suite 314 DRAFT CONTROL ASSEMBLIES HAVING FIRE PROTECTION _ _ �I Smithtown, NY 11787 803.4 INTERIOR FINISH WALL FINISH TO COMPLY WILL COMPLY SEE FINISH TABLE BELOW RATING NOT LESS THAN 1 HR.; ROOM TO BE EXHAUSTED W/ BC TABLE 803.11 THROUGH A DUCT TO THE EXTERIOR AND AN AUTOMATIC I _ _ II T: 631-979-0104 SPRINKLER SHALL BE INSTALLED WITHIN THE ROOM. II F: 631-979-3445 VENTILATION WILL COMPLY WITH MECHANICAL CODE OF - - _ info@manciniarchitecture.com 803 FIRE PROTECTION NYS AND PROVIDE AT MINIMUM RATE OF 1 CFM PER SQ. LL 803.2 AUTOMATIC SPRINKLER 803.2.2 GROUP B LESS NOT REQUIRED 803.2.2 GROUP B LESS THAN 30 OCCUPANTS, SPRINKLERS NOT FT. 4 a SYSTEMS THAN 30 OCCUPANTS, REQUIRED IN BUILDING. SPRINKLERS NOT NEW TANK STORAGE MEDICAL GAS: (2) 0 - 244 FT' v 4 REQUIRED IN BUILDING. s 4 803.4 FIRE ALARM AND DETECTION NOT REQUIRED NOT REQUIRED FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 (1)340 - 3 426 FT 4 IBC 907.2.2 GROUP B. TOTAL: 1,340 FT a d a. D Al3Cy �5 803.4.3 SMOKE ALARMS NOT REQUIRED NOT REQUIRED FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 BC 903.3.8 LIMITED AREA SPRINKLER SYSTEMS a IBC 907.2.2 GROUP B SECOND FLOOR EGRESS PLAN �\J `.i � � LIMITED AREA SPRINKLER SYSTEMS SHALL NOT EXCEED (6) � �\ SPRINKLERS IN ANY SINGLE FIRE AREA 1 /411 = 1 /-011 * ✓J,y f 805 MEANS OF EGRESS 805.3 NUMBER OF EXITS MINIMUM OF ONE EXIT 2 EXITS REFER TO THE EGRESS PLAN AND CALCULATIONS ON SHEETS (1) SPRINKLER HEAD PROVIDED (NEW) IN A-001. TANK STORAGE a p381-0 �O 805.4.1 TWO EGRESS DOORWAYS OCCUPANT LOAD & WHERE APPLICABLE, WILL EXISTING UNIT SHALL MAINTAIN 2 MEANS OF EGRESS. DOES NOT OF NE`N REQUIRED TRAVEL DISTANCE COMPLY EXCEED OCCUPANT LOAD & TRAVEL DISTANCE REQUIREMENT. WHERE A LIMITED AREA SPRINKLER SYSTEM IS INSTALLED IN >50 OCCUPANTS, OR A BUILDING WITHOUT AN AUTOMATIC WET STANDPIPE SYS-TEM, >75 FT TRAVEL WATER SHALL BE PERMITTED TO BE SUPPLIED BY THE DISTANCE PLUMBING SYSTEM PROVIDED THAT THE PLUMBING SYSTEM IS 805.4.2 DOOR SWING >50 OCCUPANTS, DOOR NA OCCUPANCY IS 13 PEOPLE. CAPABLE OF SIMULTANEOUSLY SUPPLYING DOMESTIC AND e TO SWING IN DIRECTION OF TRAVEL SPRINKLER DEMANDS. 805.4.3 DOOR CLOSING EXIT DOORS SHALL BE SELF CLOSING DOORS PROVIDED EXISTING EXIT DOOR IS SELF CLOSING PLUMBING FIXTURES: 4 This drawing has been prepared for the SELF-CLOSING WATER CLOSETS: indicated project and is an instrument of 805.7 MEANS OF EGRESS LIGHTING ARTIFICIAL LIGHTING MEANS OF EGRESS ARE ALL MEANS OF EGRESS ARE EQUIPPED WITH ARTIFICIAL LIGHTING REQUIRED EQUIPPED WITH ARTIFICIAL AS PER IBC. SEE REFLECTED CEILING PLAN REQUIRED: (B) 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or LIGHTING REMAINDER EXCEEDING 50 used, in whole or in art, b 805.8 EXIT SIGNS EXIT SIGNS REQUIRED ILLUMINATED EXIT SIGNS REFER TO THE EGRESS PLAN ON DRAWING A-001 AND FLOOR & BUSINESS: (B) 13 OCC. = 1 BATHROOM REQ'D p y any party without the expressed written consent of Mancini THROUGHOUT THE MEANS PROVIDED CEILING PLANS FOR LOCATIONS. 1 BATHROOMS PROVIDED (NEW) Architecture PLLC. Infringements or any use OF EGRESS LAVATORIES: 4 of this drawing for any other purposes will be 808 ELECTRICAL COMPLY WITH NFPA 70 WILL COMPLY ELECTRICIAN TO ARRANGE FOR AND PROVIDE UL INSPECTION REQUIRED: (B) 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE 4 4 _ s s _ s prosecuted to the full extend of criminal law (NEC) AND CERTIFICATE. REMAINDER EXCEEDING 80 809.1 MECHANICAL, RECONFIGURED NATURAL OR NATURAL OR MECHANICAL EXISTING MECHANICAL HVAC EQUIPMENT TO BE MODIFIED. BUSINESS: (B) 13 OCC. = 1 LAVATORY REQ'D a O SPACES MECHANICAL VENTILATION VENTILATION PROVIDED IN ALL 1 LAVATORIES PROVIDED (NEW) Q ISI SD ' REQUIRED OCCUPIABLE SPACES DRINKING FOUNTAINS: "DD KEY PLAN 811 ENERGY CONSERVATION, NEW ENVELOPE AND WILL COMPLY NEW WINDOWS WILL COMPLY. EXISTING MECHANICAL EQUIPMENT NOT REQUIRED: (B) DRINKING FOUNTAIN NOT REQUIRED PER ' MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT TO BE MODIFIED. NEW MECHANICAL EQUIPMENT WILL COMPLY. SHALL CONFORM TO ECC NYS PLUMBING CODE 410.2 WHERE ' DRINKING FOUNTAINS SHALL NOT BE CHAPTER 9 - ALTERATIONS LEVEL 3 REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER. E 901.2 COMPLIANCE WORK SHALL COMPLY WILL COMPLY WORK WILL COMPLY. SERVICE SINK: WITH CHAPTERS 7, 8, 9 NOT REQUIRED: (B) SERVICE SINK NOT REQUIRED PER NYS PLUMBING CODE TABLE 403.1 EXCEPTION, 0 903 - BUILDING ELEMENTS AND MATERIALS E WHERE BUSINESS CLASSIFICATIONS SP ' WITH AN OCCUPANT LOAD OF 15 OR PROJECT FEWER, SERVICE SINKS SHALL NOT BE LOCATION 903.1 EXISTING SHAFTS AND EXISTING STAIRWAYS WILL COMPLY SEE FINISH TABLE BELOW. REQUIRED. VERTICAL OPENINGS PART OF MEANS OF EGRESS SHALL BE ENCLOSED IN EGRESS PLAN LEGEND TRAVEL DISTANCE: 69'-8" ACCORDANCE WITH COMMON I$ATH: 45-8" SD" . l� 903.3 INTERIOR FINISH IN EXITS SERVING WORK WILL COMPLY SEE FINISH TABLE BELOW. {1 AREA SHALL COMPLY p. ,r, ..,,,,,. .,..,.717 F PROJECT WITH 803.13 H COMMON PATH OF EGRESS DR. KAMPOURAKIS FIRE PROTECTION { TRAVEL DISTANCE 904.2 FIRE ALARM AND DETECTION NOT REQUIRED NOT REQUIRED FIRE ALARM NOT REQUIRED THROUGHOUT BUILDING PER 2020 SYSTEMS IBC 907.2.2 GROUP B. J 14695 MAIN ROAD 9/® EXIT SIGNS , : SD > MATTITUCK, NY 11952 MEANS OF EGRESS tL Lo 0 DRAWING TITLE O NEW SPRINKLER HEAD IN TANK STORAGE E O `t I 905.1 GENERAL COMPLY WITH 805 OR WILL COMPLY NEW LAYOUT WILL COMPLY. SEE DRAWING A-001 FOR EGRESS SP ROOM. CONNECT TO DOMESTIC WATER. w 905.2 AND 905.3 PLAN. U Z = CODE INFO SHEET & 905.2 MEANS OF EGRESS LIGHTING ARTIFICIAL LIGHTING WILL COMPLY SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS. r e r r r r r PROPOSED/EXIST 1HR FIRE PARTITION s of Q REQUIRED SEE DRAWING A-110 FOR REFLECTED CEILING PLAN. 0 0 EGRESS PLAN 905.3 EXIT SIGNS EXIT SIGNS REQUIRED WILL COMPLY SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS. r , i t PROPOSED/EXIST 2 HR FIRE PARTITION o w O THROUGHOUT MEANS OF SEE DRAWING A-110 FOR REFLECTED CEILING PLAN. o > :2 EGRESS4 a 0 SCALE SCALE AS SHOWN ENERGY CONSERVATION REFER TO REFLECTED CEILING PLANS AND LIGHTING A. Ik v� PLANS FOR LIGHTING W/ INTEGRATED EMERGENCY DRAWN BY -- POWER PACKS E DRAWN FOR 908.1 MINIMUM REQUIREMENTS ALTERATION AREA TO WILL COMPLY WORK WILL COMPLY. '- COMPLY WITH IECC OR CHECKED BY IRC CumY -- PROJECT# -- INTERIOR FINISH REQUIREMENTS (BC 803.13) FINISH TYPE RATINGS PROVIDED DATE 01/15/2021 WALL & CEILING: 803.13 NON-SPRINKLERED, CLASS C TO BE O OO SHEET NO. ROOMS/SPACES TABLE 803.13 GROUP B; CLASS C PROVIDED GYPSUM BOARD CLASS B FLAME SPREAD FLOORS: 804 GROUP B; CLASS II N/A. FLOOR TOT A-001 BE CONCRETE CEILING TILE CLASS B FLAME SPREAD PLAN INTERIOR EXIT 803.13 NON-SPRINKLERED, CLASS A TO BE N STAIRWAYS & TABLE 803.13 GROUP B: CLASS A PROVIDED FIRST FLOOR EGRESS A EXIT PASSAGES 1 1 /4" = 1 /-01) 3 SHEET OF NO. REVISIONS DATE DEMOLITION NOTES: 12. IF HAZARDOUS MATERIALS ARE DISCOVERED 1� PER TOWN 4/07/21 WALL TYPE LEGEND 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT DURING THE COURSE OF DEMOLITION, G.C. IS TO 1. THE INTENT OF THE SELECTIVE DEMOLITION WORK BROOM CLEAN AND SECURE AT THE END OF NOTIFY THE OWNER'S REPRESENTATIVE Q PER CLIENT 7/01/21 IS TO REMOVE ALL NECESSARY AND REQUIRED EACH WORK DAY. IMMEDIATELY. (E) EXISTING WALL TO REMAIN EXISTING BUILDING CONSTRUCTION THE ALL NEW CONSTRUCTION TOPROCEED. 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED 13. THE GENERAL CONTRACTOR SHALL _ DEMOLITION DRAWINGS DO NOT INDICATE ALL SHALL BE REMOVED FROM THE SITE AND COORDINATE ALL DEMOLITION WORK DOCUMENTED E __ -_ _ ] ] (DEMO - EXISTING WALL TO BE REMOVED ITEMS TO BE REMOVED - THEY ARE TO BE USED DISPOSED OF AS REQUIRED BY, AND IN ON THESE DRAWINGS WITH ALL WORK AS PART OF THE GENERAL CONTRACTOR AND CONFORMANCE WITH, ALL APPLICABLE CODES, DOCUMENTED ON THE MECHANICAL, ELECTRICAL, REGULATIONS OR REQUIREMENTS. VERIFY WITH AND PLJMBING DRAWINGS. DEMOLITION SUB-CONTRACTOR'S ON-SITE OWNER ABOUT ANY COMPONENTS OF SALVAGE 2 DEMOLITION KEY NOTES: SURVEY DETERMINE THE COMPLETE SCOPE OF VALUE. 14. THE G.C. SHALL COORDINATE ALL DEMOLITION THE DEMOLITION ITION WORK, AS INDICATED ON THE CONTRACT DOCUMENTS AND REQUIRED BY WORK DOCUMENTED WITH ALL WORK SHOWN ON ON-SITE CONDITIONS. CONTACT ARCHITECT AT 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN THE DEMOLITION PLANS. DISCOVERY OF ANY DISCREPANCIES. A MANNER WHICH COMPLIES WITH ALL II \ I 5 REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH APPLICABLE CODES AND REQUIREMENTS. 15. THE G.C. SHALL COORDINATE PATCHING OF ADJACENT SURFACES AS REQ'D TO MAINTAIN UNIFORM WALL 2, THE GENERAL CONTRACTOR (G.C.) WILL ANY MATERIALS DAMAGED OR COMPROMISED - - - - THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW COORDINATE THE SCHEDULING WITH THE OWNER'S 8. THE G.C. SHALL SECURE ANY NECESSARY DURING DEMOLITION OPERATIONS (E.G. CONSTRUCTION AND/OR DEMOLITION PERMITS E O � FINISH. (TYP). DISCONNECT ALL EXISTING DEVICES, JUNCTION REPRESENTATIVE AND SHALL INFORM THE / FIREPRGOFING, CONCRETE SLAB) TO MAINTAIN 5 1 BOXES & RECI_PTACLES ON EXISTING WALLS TO BE OWNER'S REPRESENTATIVE OF THE SCHEDULE OF PRIOR TO STARTING DEMOLITION WORK. CONTINUITY OF REQUIRED FIRE RATING, DEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS & WIRING DEMOLITION PROCEDURES IN ADVANCE OF ACOUSTCAL SEPARATION, ETC. BACK TO EXISTING POWER SOURCE. MAINTAIN CIRCUIT STARTING ANY DEMOLITION. WORK MAY NOT 9• FIRE EXTINGUISHER REQUIREMENTS OF ALL APPLICABLE CODES SHALL BE STRICTLYG.C. SHALL IDENTIFY EQUIPMENT AND CONTINUITY FOR EXISTING RECEPTACLES TO REMAIN. 16. THE G PROCEED UNTIL THE OWNERS REPRESENTATIVE MAINTAINED IN ALL AREAS OF DEMOLITION MATERIALS TO BE RELOCATED AND COORDINATE 3 PROVIDES THE G.C. WITH WRITTEN ACCEPTANCE DURING ALL DEMOLITION OPERATIONS. THEIR NETHODS OF REMOVAL, SAFE STORAGE, 2 REMOVE EXISTING DOOR/WINDOW & FRAME AND PREP FOR OF SUCH SCHEDULE. 10. PROVIDE TEMPORARY MEASURES AS REQUIRED INVENTGRY, ETC. WITH OWNER'S REPRESENTATIVE II O2 INSTALLATION OF NEW UNITS. COORDINATE WITH 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE TO MAINTAIN REQUIRED EMERGENCY EGRESS PRIOR TO START OF DEMOLITION WORK. II II ��\13 DOOR/WINDOW SCHEDULE AND DOOR/WINDOW INSTALLER. OWNER'S REPRESENTATIVE 4 DAYS IN ADVANCE FROM THE BUILDING AT ALL TIMES DURING \-/ 2 OF ANY INTERRUPTION TO BUILDING UTILITY DEMOLITION PROCESSES. 17. THE BUILDING AND SITE SHALL BE LEFT REMOVE EXISTING FLOOR FINISH, THROUGHOUT THE ENTIRE SERVICES. SUCH NOTIFICATION APPLIES TO BROOM CLEAN AND DRY AT THE COMPLETION OF - - THE SELECTIVE DEMOLITION OWORK. 3 SPACE, ALL THE WAY TO THE SLAB. CLEAN AND PREP SLAB WORK PERFORMED DURING NORMAL AND 11. THE ARCHITECT SHALL HAVE NO — - - -FOR SMOOTH FINISH FOR INSTALLATION OF NEW FLOORING. OFF-HOURS. RESPONSIBILITY FOR ANY HAZARDOUS MATERIALS =I o 18. RESTORE ANY SURFACES OR FINISHES WHICH IN ANY FORM AT THE PROJECT SITE. THIS ARE SCRATCHED, MARRED OR OTHERWISE1 2 �/ �__J 3 REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL 4. DEBRIS SHALL BE CONTAINED ON SITE IN INCLUDES, BUT IS NOT LIMITED TO, ASBESTOS, DAMAGED BY THE INSTALLATION, MOVEMENT OR - - 4 PLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF DUMPSTER/ROLL OF CONTAINERS PER TOWN OF ASBESTOS CONTAINING PRODUCTS, REMOVAL OF ALL EQUIPMENT ASSOCIATED WITH -O _ _� 4 AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW BROOKHAVEN REQUIREMENTS. CONTRACTOR IS POLYCHLORINATED BIPHENYLS (PCB'S), LEAD, OR DEMOLITION PROCEDURES (E.G. SCAFFOLDING, IT 5, FIXTURES. RESPONSIBLE FOR ANY APPLICABLE PERMITS AS ANY OTHER TOXIC SUBSTANCE. CONTAINERS, ETC.). 3 II //\ I I I Ir I ITI I III I I IMAIN REQUIRED BY THE TOWN. C I O DEMOLISH STAIRS IN THEIR ENTIRETY. I I _ ( I I IIII I I III I / I – - - - — - - - ARCHITECTURE O6 RELOCATE FLOOR VENT. l 2 II E 1 M U I CONSTRUCTION 7 REMOVE MILLWORK COUNTERS, AND ANY LOWER CABINETS. NOTE: DEMO ALL SHEETROCK ON CEILING AND EXPOSE ALL CEILING FRAMING ON FIRST FLOOR BEFORE I 222Smithtown, NY11yRd, Suite314 DEMOLITION. CONTACT ARCHITECTS FOR IN—FIELD VERIFICATION AND STRUCTURE ASSESSMENT. I T. 631-9779-0104 87 1 9 0104 80 REMOVE EXISTING FIREPLACE. E F: 631-979-3445 3 info@manciniarchitecture.com E REMOVE EXISTING CEILING TILES & GRID SYSTEM IN THEIR ENTIRETY, IN THIS AREA. REMOVE EXISTING LIGHT FIXTURES IN — 2 AREA OF WORK. SALVAGE AS POSSIBLE FOR REUSE OR STORE O9 AS DIRECTED BY OWNER. REMOVE ANY SMOKE DETECTORS AND REPLACE WITH NEW FIXTURES. DEMOLISH ANY SHEETROCK AND 1 —_ —_ E �C, PLYWOOD SHEATHING BEYOND THE CEILING GRID TO EXPOSE THE FLOOR JOISTS ABOVE. ,. RED q REMOVE EXISTING EXIT SIGNS AND EMERGENCY LIGHTS. TO BE `z 10 REPLACED WITH NEW FIXTURES. c 1 DEMOLISH EXISTING CEILING IN ITS ENTIRETY, IN THIS AREA. SECOND FLOOR DEMO PLAN X381 O REMOVE EXISIFING LIGHT FIXTURES IN AREA OF WORK. �' 70 O�� 2 For NES 12 REMOVE EXISTING LIGHT FIXTURES. PREPARE FOR INSTALLATION OF NEW. 2 2 4 2 13 DEMOLISH CHIMNEY CHASE IN ITS ENTIRETY. (- -� This drawing has been 14 REMOVE EXISTING SMOKE DETECTOR ALARMS AND PREPARE 0 FOR INSTALLATION OF NEW. II 1 -►III I � I 9 prepared for the I I �� J ( \ I n l / 3 / I \ E indicated project and is an instrument of service copyrighted by Mancini Architecture l l I I 4 L - - - 7 i I used, in whole erorvingmay not part, by anybpartypied or w without DEMOLISH ALL MISCELLANEOUS PLUMBING LINES IN BASEMENT II I I I = 15 THAT ARE NO LONGER BEING USED. REPLACE EXISTING II �- 3 I 4 ��a� the expressed written consent of Mancini O PLUMBING LINES WITH NEW. 3 7 I G --�� 15 E � I � 1 0---�lJo III Architecture PLLC. Infringements or any use of this drawing for any other purposes will be ® �2 \ I- I I I 7 3 I LL�J 2 prosecuted to the full extend of criminal law 2 I I _ 2 I I I I \\ I J KEY PLAN I I 1 0 7 I-r I � � E 2 E 3 / 1 6 I o - - - -- - - - I I 3 1 1& - - - - - - - ( r r 3 2 II PROJECT Q 15 I I 7 l i I I I i II I� 3 E Ill LOCATION � � IIII I IIIII 2 X � L - - - I 13 13 L E � � L - ® _ L L I l U l Xw _ - ❑� HWH —�� - - - - - - - - - Wm 2I T � � / � 71 1 PROJECT II ' \ I ' l _2x8 FLOOR JolsTs � �s" O.C._ � _ -- xx6' (BEAM„ 7 L _ IIII �� T II \ �� �I 2 IDR. KAMPOURAKIS � _ _ � ___ _ __ _ I TO REMAIN I = = - - - - - -� - - - - -- O E 3 `\ 2 I°ZJ'Ir14695 MAIN ROAD LWJ ( 2 1 MATTITUCK, NY 11952 7 7 DRAWING TITLE 7 r 2 E I II I i LINE OF E E o I I I I 4 II _ _ _ _ _ - - - I I I I 3 UNDERPINNING i — — — — — - — --� E DEMO PLANS E E I (TI L� - - - - - - - - - - - - - - - - - - - - - - - - - - - J ' °ull ' ii1°ul _ -.- - - - - - - - 3 �� �f - JL -J 4 rE@r SCALE SCALE AS SHOWN 7 I F_ - \ DRAWN BY M I S 2 DRAWN FOR -- XLU ( E I E ---- _ -- - - __ - ---------- - - _ _ l CHECKED BY -- _o �_�_ 4 r °1 PROJECT# -- 0 Q� ® L - J DATE 01/06/2021 X W �r- SHEET NO. 2 BASEMENT DEMO PLAN FIRST FLOOR DEMO PLAN A-01 0 3 1 /4)9=1 f-099 1 4 SHEET OF NO. REVISIONS DATE 1Q PER TOWN 4/07/21 DEMOLITION NOTES: 12. IF HAZARDOUS MATERIALS ARE DISCOVERED 2Q PER CLIENT 7/01/21 WALL TYPI_ LEGEND 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT DURING THE COURSE OF DEMOLITION, G.C. IS TO 1. THE INTENT OF THE SELECTIVE DEMOLITION WORK BROOM CLEAN AND SECURE AT THE END OF NOTIFY THE OWNER'S REPRESENTATIVE IS TO REMOVE ALL NECESSARY AND REQUIRED EACH WORK DAY. IMMEDIATELY. (E) EXISTING WALL TO REMAIN EXISTING BUILDING CONSTRUCTION TO ALLOW ALL 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED 13. THE GENERAL CONTRACTOR SHALL NEW CONSTRUCTION TO PROCEED. THE SHALL BE REMOVED FROM THE SITE AND COORDINATE ALL DEMOLITION WORK DOCUMENTED _ DEMOLITION DRAWINGS DO NOT INDICATE ALL - _ — _ ] DEMO – EXISTING WALL TO BE REMOVED ITEMS TO BE REMOVED – THEY ARE TO BE USED DISPOSED OF AS REQUIRED BY, AND IN ON THESE DRAWINGS WITH ALL WORK — — CONFORMANCE WITH, ALL APPLICABLE CODES, DOCUMENTED ON THE MECHANICAL, ELECTRICAL, 12 AS PART OF THE GENERAL CONTRACTOR AND REGULATIONS OR REQUIREMENTS. VERIFY WITH AND PLUMBING DRAWINGS. DEMOLITION SUB–CONTRACTOR'S ON–SITE OWNER ABOUT ANY COMPONENTS OF SALVAGE SURVEY TO DETERMINE THE COMPLETE SCOPE OF VALUE. DEMOLITION KEY NOTES: THE DEMOLITION WORK, AS INDICATED ON THE 14. THE G.C. SHALL COORDINATE ALL DEMOLITION 11 CONTRACT DOCUMENTS AND REQUIRED BY WORK DOCUMENTED WITH ALL WORK SHOWN ON ON—SITE CONDITIONS. CONTACT ARCHITECT AT 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN THE DEMOLITION PLANS. DISCOVERY OF ANY DISCREPANCIES. A MANNER WHICH COMPLIES WITH ALL REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH APPLICABLE CODES AND REQUIREMENTS. 15. THE G.C. SHALL COORDINATE PATCHING OF — — — — - ADJACENT SURFACES AS REQ'D TO MAINTAIN UNIFORM WALL 2• THE GENERAL CONTRACTOR (G.C.) WILL ANY MATERIALS DAMAGED OR COMPROMISED THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW COORDINATE THE SCHEDULING WITH THE OWNER'S 8. THE G.C. SHALL SECURE ANY NECESSARY DURING DEMOLITION OPERATIONS (E.G. FINISH. (T1�P). DISCONNECT ALL EXISTING DEVICES, JUNCTION REPRESENTATIVE AND SHALL INFORM THE CONSTRUCTION AND/OR DEMOLITION PERMITS FIREPROOFING, CONCRETE SLAB) TO MAINTAIN O BOXES & RECEPTACLES ON EXISTING WALLS TO BE PRIOR TO STARTING DEMOLITION WORK. CONTINUITY OF REQUIRED FIRE RATING, DEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS & WIRING OWNER'S REPRESENTATIVE OF THE SCHEDULE OF BACK TO EXISTING POWER SOURCE. MAINTAIN CIRCUIT DEMOLITION PROCEDURES IN ADVANCE OF 9. FIRE EXTINGUISHER REQUIREMENTS OF ALL ACOUSTICAL SEPARATION, ETC. STARTING ANY DEMOLITION. WORK MAY NOT APPLICABLE CODES SHALL BE STRICTLY11 CONTINUITY FOR EXISTING RECEPTACLES TO REMAIN. PROCEED UNTIL THE OWNER'S REPRESENTATIVE MAINTAINED IN ALL AREAS OF DEMOLITION 16. THE G.C. SHALL IDENTIFY EQUIPMENT AND MATERIALS TO BE RELOCATED AND COORDINATE 12. PROVIDES THE G.C. WITH WRITTEN ACCEPTANCE DURING ALL DEMOLITION OPERATIONS. THEIR METHODS OF REMOVAL, SAFE STORAGE, REMOVE EXISTING DOOR/WINDOW & FRAME AND PREP FOR OF SUCH SCHEDULE. 2 INVENTORY, ETC. WITH OWNER'S REPRESENTATIVE 0PRIOINSTALLATION OF NEW UNITS. COORDINATE WITH 10. PROVIDE TEMPORARY MEASURES AS REQUIRED R TO START OF DEMOLITION WORK. 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE TO MAINTAIN REQUIRED EMERGENCY EGRESS .. . DOOR/WINDOW SCHEDULE AND DOOR/WINDOW INSTALLER. OWNER'S REPRESENTATIVE 4 DAYS IN ADVANCE FROM THE BUILDING AT ALL TIMES DURING -.F17. THE BUILDING AND SITE SHALL BE LEFT1 OF ANY INTERRUPTION TO BUILDING UTILITY DEMOLITION PROCESSES. BROOM CLEAN AND DRY AT THE COMPLETION OF _-- — — — J _ _L REMOVE EXISTING FLOOR FINISH, THROUGHOUT THE ENTIRE SERVICES. SUCH NOTIFICATION APPLIES TO THE SELECTIVE DEMOLITION WORK. 14 r U O3 SPACE, AL.L THE WAY TO THE SLAB. CLEAN AND PREP SLAB WORK PERFORMED DURING NORMAL AND 11. THE ARCHITECT SHALL HAVE NO FOR SMOOTH FINISH FOR INSTALLATION OF NEW FLOORING. OFF—HOURS. RESPONSIBILITY FOR ANY HAZARDOUS MATERIALS1 IN ANY FORM AT THE PROJECT SITE. THIS 18. RESTORE ANY SURFACES OR FINISHES WHICH REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL 4. DEBRIS SHALL BE CONTAINED ON SITE IN INCLUDES, BUT IS NOT LIMITED T0, ASBESTOS, ARE SCRATCHED, MARRED OR OTHERWISEDAMAGED BY THE INSTALLATION, MOVEMENT OR J I 11 PLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF DUMPSTER/ROLL OF CONTAINERS PER TOWN OF ASBESTOS CONTAINING PRODUCTS, REMOVAL OF ALL EQUIPMENT ASSOCIATED WITH 12. r — .. M AI"\]' C I N I O4 AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW BROOKHAVEN REQUIREMENTS. CONTRACTOR IS POLYCHLORINATED BIPHENYLS (PCB S), LEAD, OR DEMOLITION PROCEDURES (E.G. SCAFFOLDING, FIXTURES. RESPONSIBLE FOR ANY APPLICABLE PERMITS AS ANY OTHER TOXIC SUBSTANCE. CONTAINERS, ETC. . I 1 REQUIRED BY THE TOWN. ) 1 ARCHITECTURE O DEMOLISH STAIRS IN THEIR ENTIRETY. r..- - - - - - - - - - - - CONSTRUCTION mul RELOCATE FLOOR VENT. 222 Middle Country Rd, Suite 314 Smithtown, NY 11787 O6 I: :.:' - : . NOTE: DEMO ALL SHEETROCK ON CEILING AND EXPOSE ALL CEILING FRAMING ON FIRST FLOOR BEFORE I T: 631-979-0104 O7 REMOVE MILLWORK COUNTERS, AND ANY LOWER CABINETS. 1 F: 631-979-3445 DEMOLITION. CONTACT ARCHITECTS FOR IN-FIELD VERIFICATION AND STRUCTURE ASSESSMENT. II " info@manciniarchitecture.com g REMOVE EXISTING FIREPLACE. I •. REMOVE EXISTING CEILING TILES & GRID SYSTEM IN THEIR ENTIRETY, IN THIS AREA. REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. SALVAGE AS POSSIBLE FOR REUSE OR STOREED ARC O9 AS DIRECTED BY OWNER. REMOVE ANY SMOKE DETECTORS AND 11 REPLACE WITH NEW FIXTURES. DEMOLISH ANY SHEETROCK AND PLYWOOD SHEATHING BEYCND THE CEILING GRID TO EXPOSE \ J THE FLOOR JOISTS ABOVE. a, REMOVE EXISTING EXIT SIGNS AND EMERGENCY LIGHTS. TO BE 10 REPLACED WITH NEW FIXTLRES. ST 0381�� y0� SECOND FLOOR DEMO RCP OFNE� O11 DEMOLISH EXISTING CEILING IN ITS ENTIRETY, IN THIS AREA. REMOVE EXISTING LIGHT FIXTURES IN AREA OF WORK. 12 REMOVE EXISTING LIGHT FIXTURES. PREPARE FOR INSTALLATION OF NEW. 11 13 DEMOLISH CHIMNEY CHASE IN ITS ENTIRETY. This drawing has been prepared for the indicated project and is an instrument of I F7, � Iservice copyrighted by Mancini Architecture REMOVE EXISTING SMOKE DETECTOR ALARMS AND PREPARE .. , ..j 1 .: .. . :. .. 1 PLLC. This drawing may not be copied or 14 FOR INSTALLATION OF NEW. 11 I I j-.. I 1 I used, in whole or in part, by any party without 1 — — the expressed written consent of Mancini I I 11 j I� Architecture PLLC. Infringements or any use DEMOLISH ALL MISCELLANEOUS PLUMBING LINES IN BASEMENT y� I 1 I of this drawing for any other purposes will be 15 THAT ARE: NO LONGER BEING USED. REPLACE EXISTING PLUMBING LINES WITH NEW. �.,� . r — 71 (1 Ir — prosecuted to the full extend of criminal law II . I 9 I II II KEY PLAN I I I I - t _I­_ - - 1 . . ...: I L= �- - I I ( I I 1 1 � _. .:. :_J - - -�- - I� - - - - �I- - - - IF- - - - �1 - 1 1 I- _ F_ --I I I g I I I 1 ( 1 I 11 ( 1 1 "Log � - I- - -I - - - � - - - - - - � _ _ L _J I I I �- - - - - -� I I I 1 — I 9+ F — 1 —T-JI — 9 L _ J LOCATION - -1- - -I- ROJECT - -r - (10 9 I I 11 L _ _- _TF -, 1414 SSD -" E 1 PROJECT 1 1 I I 1 �� I - - - - 1 - -I 14 1 - - F_ -1 I I I I DR. KAMPOURAKIS 11 ( 11 9 c 1 ( 1 1 1 L _ � - _ ► _ - 1- - i - - i s r- - i - LTL I I I I SDI I L= J _ I I I 14695 MAIN ROAD 12 I I MATTITUCK, NY 11952 I ( III ( I E - I I I I 11 11 10 1 1 DRAWING TITLE 9 l I - -I - I ( � I - -} - - r- - 1 - - i - -i - -� - L ✓� LJ LJ 1 i J i 1 DEMO RCPS 12 L _ _I 1 I I I I I I E 11010 I - - i - i - i - i - L -1 L -1 E I 1 I - 1 SCALE SCALE AS SHOWN I I I I 71 10 I I 1 DRAWN BY MIS 9 — - - - � — 11 1 I � — — � — DRAWN FOR �— -- 1 L - - - - �� - - - - � - - 1 1 I I I I I CHECKED BY -- -� - - �- - .. . . - - - - - - - - - — PROJECT# -- DATE 01/06/2021 SHEET NO. FIRST FLOOR DEMO RCP A-011 1 /4„=V_0„ 5 SHEET OF FOUNDATION NOTES: WOOD FRAMING NOTES: NO. REVISIONS DATE 1. THE FOUNDATION CONSISTS OF POURED REINFORCED ALL LUMBER IS TO BE AS FOLLOWS UNLESS OTHERWISE NOTED CONCRETE FOUNDATION WALL ON A POURED REINFORCED ON DRAWINGS: 1 PER TOWN 4/0 CONCRETE FOOTING WITH AN ON-GRADE CONCRETE SLAB 2Q PER CLIENT 7/011/21 /21 AND POURED REINFORCED CONCRETE COLUMNS. 1. NOT EXPOSED TO WEATHER: DOUGLAS FIR LARCH, NO. 2 OR BETTER WITH EXTREME 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING FIBER BENDING STRESS OF 850 PSI OR BETTER, AND A A COPY OF THE SUBSURFACE INVESTIGATION REPORT MODULUS OF ELASTICITY OF 1,700,000 PSI OR BETTER. WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 2. EXPOSED TO WEATHER: PRESSURE TREATED FOR INSECT AND MOISTURE i STORAGE 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR SECURING RESISTANCE. TO BE SOUTHERN YELLOW PINE WITH A ANY SURVEYING SERVICES REQUIRED TO PROPERLY EXTREME FIBER BENDING STRESS OF 1150 PSI OR BETTER LAYOUT THE WORK. AND A MODULUS OF ELASTICITY OF 1,400,000 PSI OR BETTER, OR AS NOTED ON PLANS. W4 4. ALL ASPECTS OF THIS WORK SHALL BE SUBJECT TO -- - REVIEW BY A REGISTERED PROFESSIONAL ENGINEER AT 3. CONNECTORS AND FASTENERS FOR ACQ TREATED LUMBER THE OWNER'S EXPENSE:. (EXTERIOR DECK AND INTERIOR SILL PLATES): A. ALL CONNECTORS SHALL BE EITHER TYPE 304, 316L 3'-5" 13'-5 " 5. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED (ASTM10 PROTECTED FROM FREE-ZING AND FROST ACTION DURING A123) ON ALL SIDES. W6 THE COURSE OF CONSTRUCTION. °5 A-301 B. ALL FASTENERS FOR STAINLESS STEEL CONNECTORS ) SHALL BE STAINLESS STEEL. ° OFFICE I CONCRETE NOTES: �$ AREA � 1. ALL CONCRETE WORK SHALL CONFORM TO ALL THE C. ALL FASTENERS FOR HOT DIPPED GALVANIZED 4'-9 CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO C " 8'-3 " REQUIREMENTS OF THE: FOLLOWING: SPECIFICATION ASTM A153. 1.1. A.C.I. 318-2014, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY 4. ENGINEERED LUMBER RATINGS: 07 W4 SECTION 1905 OF THE BCNYS. SINGLE MEMBER BENDING STRESS: 2800 PSI 1.2. A.C.I. 301-2005, "SPECIFICATIONS FOR STRUCTURAL HORIZONTAL SHEAR STRESS: 285 PSI I� W4 10 FEC CONCRETE IN BUILDINGS" MODULUS OF ELASTICITY: 2,000,000 PSI 1.3. CHAPTER 19 OF THE BCNYS. N W4 5. ALL BUILT UP MEMBERS SHALL BE SPIKED (3) 16d NAILS 2. CONCRETE SHALL BE THE SPECIFIED WEIGHT AND g'_0" AT 16" O.C. AND THROUGH BOLTED WITH 2 STAGGERED DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS (TOP TO BOTTOM) ROWS OF 3/4" DIA. STEEL BOLTS AT 16" 7'-11 D 10 LO I FOLLOWS: IN ACCORDANCE WITH TABLE 1904.2.2 O.C. PLUS ADDITIONAL BOLT AT SUPPORT POINTS UNLESS 06 OFFICE LOCATION WEIGHT STRENGTH W/C RATIO CALLED OUT OTHERWISE. 107 %% MANCINI" FOOTINGS NORMAL 4000 PSI 0.44 6. JOIST REQUIREMENTS: WALLS - GENERAL NORMAL 3500 PSI 0.44 ALL JOISTS SHALL BE BLOCKED AT 8' O.C. MAXIMUM I W4 M U I ARCHITECTURE SLAB-ON-GRADE NORMAL 3500 PSI 0.44 SPACING. DOUBLE ALL JOISTS BELOW PARTITIONS AND ADD b o CONSTRUCTION SOLID BLOCKING, AT 16" O.C., BETWEEN ALL JOISTS 3 09 3. ALL DETAILING FABRICATION, AND ERECTION OF RUNNING PERPENDICULAR TO WALLS ABOVE. REINFORCING BARS, UNLESS OTHERWISE NOTED, MUST Middle Country 7 FOLLOW THE LATEST ACI CODE AND THE LATEST ACI Suite 314 Smithtown, 7. PROVIDE SOLID BLOCKING BETWEEN ALL POSTS AND THEIR 71 Smithtown, NY 11787 w 'MANUAL OF STANDARD PRACTICE FOR DETAILING _ - SUPPORTS. BREAK ROOM T: 631-979-0104 W4 - _ I F: 631-979-3445° REINFORCED CONCRETE STRUCTURES". 8. ALL BEAMS ARE TO BE SUPPORTED BY POSTS THAT HAVE a �� ' info@manciniarchitecture.com THE SAME DEPTH AND WIDTH AS THE BEAM OR WALLLL 4. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE THICKNESS, WHICHEVER IS GREATER - UNLESS NOTED ENGINEER FOR REVIEW, TOGETHER WITH LABORATORY a ° OTHERWISE ON PLANS REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE . a a a W4 I 11 MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF ACI 301-05. ALSO SEE CHAPTER 17 BCNYS. ° a. tiR D Aq 3'-4" 13'-740, 5. NO ADMIXTURES ARE 'PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION OTHER THAN ENTRAINED a AIR. CONCRETE EXPOSED TO THE WEATHER, SUCH AS THAT USED IN FOUNDATION. 6. AIR ENTRAINMENT: PROPOSED SECOND FLOOR STRUCTURE FRAMING PLAN -6.1. FOOTINGS AND FOUNDATION WALLS SHALL CONTAIN 5 3 1/411-1 -0" d a '9 0 � 817� 0Q� + 1% ENTRAINED AIR. NE 6.2.INTERIOR SLABS: DO NOT USE AIR ENTRAINMENT N ADMIXTURE FOR INTERIOR SLABS. 4,-5" 5'-11 I's 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, d GRADE 60. Ml.r ht 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 z WITH A MINIMUM YIELD STRENGTH OF 75 KSI. LAP ONE © 3 J oQ 3 _JMESH SIZE AT SIDES .AND ENDS, AND WIRE TOGETHER. Z 0 w z-1*0 This drawing has been prepared for the indicated project and is an instrument of �� U service copyrighted b Mancini Architecture 9. CONCRETE COVER SHALL BE AS PER A�.C.I 318 N v _J 0 y --- v LL- x PLLC. This drawing may not be copied or POURED CONCRETE FOOTING NOTES: EX'G R.R. WAITING 0) art, b p y an used, in whole or in o, X v y party without . a � � TO REMAIN ROOM . N o RECEPTION the expressed written consent of Mancini 1. PROTECTION OF CONCRETE. CONCRETE FOOTINGS SHALL ® Architecture PLLC. Infringements or any use BE PROTECTED FROM FREEZING DURING DEPOSITING AND a (2) NEW '" X X �I prosecuted to the full extend of criminal law FOR A PERIOD OF NOT LESS THAN 5 DAYS THEREAFTER. 4 a 9 " MIC OLLAM WATER SHALL NOT BE ALLOWED TO FLDW THROUGH THE 4 DEPOSITED CONCRETE. SEE CODE SECTION. 4� 6 (2) NEW 1 r X 2 2. FORMING OF CONCRETE. CONCRETE FOOTINGS ARErol �- _ w 9 "I�ICROLLAM _ --_ _ __ _ _ _ ____ 4 4 KEY PLAN PERMITTED TO BE CAST AGAINST THE 'EARTH WHERE, IN 2 4 THE OPINION OF THE CODE ENFORCEMENT OFFICIAL, SOIL .. 4 rn f'- -1 CONDITIONS DO NOT REQUIRE FORMING. WHERE FORMING cv . z (2) NEW 1 " IS REQUIRED, FORMING SHALL BE IN ACCORDANCE WITH `. Q PATIENT 9 MICROLLA I I 1 CHAPTER 6 OF ACI 3118 °'w BATHROOM g'-5" T , o r__ L fl, - _ _ - _ _ --J L I Y-Ai opo STRUCTURAL FRAMING NOTES: 1 3 A- OP 1 NEW 2 2X8 _z 5I I CONTINUOUS © Q L--J I PROJECT BEAM. SIT ON PANG. w _ .___ _ __ __ _ ___ _ -- _ �Q 3'-9" 3' 3" 4'-11" LOCATION 0 1 10 01 NEW 6X6 POST DOWN TO EXISTING BEAM BELOW. -TOP OF NEW WAL ISTER NEW 2X8 R.R. Q D _ _ _ _ _ - - .01 NEW (2 2X8 TO EX'G FRAMING ® NFECW 00 x 4 CONTINUOUS NEW 4X6 POST DOWN TO EXISTING BEAM OR FOUNDATION BEAM. SIT ON 16 O.C. X Co Q o N o I- - -- O2 BELOW. BLOCK SOLID ANY CAVITIES. OP 2 TOP OF NEW I ~ l WALL. NEW 2X C.J. w ~ x � ---- - --- - - - - � r � - -- -- C.J.S. NEW (2� ® 16" .C. w E: X m I PROJECT NEW 4X4 POST DOWN TO EXISTING BEAM OR FOUNDATION 2X6 RAFTER TIES 4 - -- - - - - - - - 4 O BELOW. BLOCK SOLID ANY CAVITIES. SISTERED-UP ON 5'-3 �� - - - -� DR. KAMPOURAKIS ?_x FLOOR JOISTS C 16 O,� . EACH SIDE OF 2 HYGIENE __.__ _ _ _ _ _.Y..� _ _ - � _ _ _ Ex'G (2)3 �" NEW 3 " STANDARD STEEL PIPE COLUMN, FROM BOTTOM OF EACH IDE 2 X 6" BEAM O.C. SEE DETAIL 4 I - - TO REMAIN BEAM TO NEW FOOTING IN BASEMENT SLAB. WELD SIMPSON 6, A-301. © z - -- - - - - ---. _ __. - _ _ ___ _..__.___ _ ..___.... I - EX'G FOOTING 14695 MAIN ROAD O C�COQ6��SDS2.5 (ECC06-SDS2.5 AT END CONDITION). PROVIDE - - Q UPSET (2) (2) NEW 1 " - - - - - - - -- - - - - - - - --I F -- TO REMAIN MATTITUCK, NY 11952 -� (V.I.F. 8 X 8 X BASE PLATE. Z 3 cn � NEW 1 OP 4 X 9 M.L. i ) _ _ _ _ _ _ _ _ _ __ I I i DRAWING TITLE o 5 NEW 30" X 30" X 12" POURED CONCRETE FOOTING W/ (5) #4 N 0 N Z 00 Lqg/ X 9 M.L. J L-- 4 O BARS EACH DIRECTION. c�Z o 'I STERILE , oP s '- z , M o 5 S STRUCTURE PLANS wow O ZUmF- w �NEW 4X4 POST DOWN TO NEW STEEL PIPE COLUMN IN BASEMENT. NEW 2 2X8 _. _ _ _____ _ a 6 CON NUOUS - i _ o BEAM. SIT ON TOP OF NEW WALL. `- SCALE SCALE AS SHOWN 2 _-------_ _ ___�.� __---_- _ - - _. . .._--._ .�_ ..__.�_. i DRAWN BY MIS z BEAM CONNECTOR SCHEDULE ® ® - - - -- - - - DRAWN FOR -- SIMPSON CONNECTOR X�w BEAM WIDTH POST DEPTH o I PROJECT#CHECKED Y CENTER SUPPORT END SUPPORT '- -- 3 " ,'i CCQ44SDS 2.5 ECCQ44SD 2.5 _ - --Xtw - - -� DATE 01/15/2021 00 oo - - �' SHEET NO. 5 " 3 CCQ54SDS 2.5 ECC064SD 2.5 5 CCQ56SDS 2.5 ECCQ66SD 2.5 A- 1 00 STEEL SEE STRUCTURAL FRAMING NOTE 4 PROPOSED FIRST FLOOR STRUCTURE PLAN PROPOSED BASEMENT STRUCTURE PLAN - POST 1 /41$=11-0" 1 1 /4"=1 $-Olt 6 SHEET OF DRAWING KEY NOTES WALL TYPE LEGEND CONSTRUCTION NOTES WOOD FRAMING NOTES: NO. REVISIONS DATE ( )E EXISTING WALL TO REMAIN 1. ALL DIMENSIONS ARE FROM FINISHED DRYWALL TO ALL LUMBER IS TO BE AS FOLLOWS UNLESS OTHERWISE NOTED 1Q PER TOWN 4/07/21 CLOSE EXISTING WINDOW FRAMING OPENING. FINISHED DRYWALL UNLESS OTHERWISE NOTED. ON DRAWINGS: 0 PER CLIENT 7/01/21 OFRAME WITH 2X4 WOOD STUDS, SHEATHE WITH ® NEW WALL (SEE TAG FOR TYPE) 2. DOOR BUCKS TO BE 4" FROM ADJACENT FINISHED CORNER 1. NOT EXPOSED TO WEATFER: PLYWOOD, AND FINISH WITH SIDING TO MATCH DOUGLAS FIR LARCH, NO. 2 OR BETTER WITH EXTREME EXISTING ADJACENT. UNLESS OTHERWISE NOTED. FIBER BENDING STRESS OF 850 PSI OR BETTER, AND A 2 SUPPLY GAS LINE TO NEW GAS FIREPLACE. DRAWING LEGEND 3. PATCH, FILL AND REPAIR ALL SURFACES MADE IMPERFECT MODULUS OF ELASTICITY OF 1,700,000 PSI OR BETTER. i STORAGE ic) O BY ALTERATIONS OR REMOVAL. 2. EXPOSED TO WEATHER: D 3 SAND AND REFINISH WOOD STAIRS. REPAIR D DOOR TAG (SEE ACCOMPANYING SCHEDULE) 4. WALL OUTLETS TO BE 14" A.F.F. TO CENTER UNLESS PRESSURE TREATED FOR INSECT AND MOISTURE W4 — ORESISTANCE. TO BE SOUTHERN YELLOW PINE WITH A AS NEEDED. OTHERWISE NOTED. EXTREME FIBER BENDING STRESS OF 1150 PSI OR BETTER -- WALL TAG (SEE WALL TYPES FOR DETAILS) AND A MODULUS OF ELASTICITY OF 1,400,000 PSI OR ORUN AIR, VACUUM, DRAIN & WATER LINES TO 5. WALL SWITCHES TO BE 48" A.F.F. UNLESS OTHERWISE BETTER, OR AS NOTED ON PLANS. 3'-5" 13'-5 " 4 JUNCTION BOX AT EACH DENTAL CHAIR. NOTED. 10 3. CONNECTORS AND FASTENERS FOR ACQ TREATED LUMBER W6 05 6. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF (EXTERIOR DECK AND INTERIOR SILL PLATES): A-301 ORUN NITROUS AND 0, GAS TO UNDER-CABINET OA WINDOW TAG (SEE ACCOMPANYING SCHEDULE) ALL OUTLETS AND SWITCHES. A. ALL CONNECTORS SHALL BE EITHER TYPE 304, 316L FROM TANK ROOM. STAINLESS STEEL OR HOT DIPPED GALVANIZED (ASTM D OFFICE 7. ALL ELECTRICAL RECEPTACLES SHALL BE FLUSH AND ao WIRING SHALL BE CONCEALED IN RATED ENCLOSURES FOR A123) ON ALL SIDES. 08 AREA °D O HALF-WALL HEIGHT PER MILLWORK DRAWINGS. NEW SWITCH WITH OCCUPANCY SENSOR ALL CAVITIES. NO EXPOSED TUBING OR MOLDING SHALL BE C $OS PERMITTED UNLESS OTHERWISE NOTED. B. ALL FASTENERS FOR STAINLESS STEEL CONNECTORS 4'-9" 81-31" UP UPO SHALL BE STAINLESS STEEL. HOT WATER HEATER TO BE DIRECTLY VENTED NEW FIRE EXTINGUISHER CABINET D C. ALL FASTENERS FOR HOT DIPPED GALVANIZED 07 THROUGH CLOSEST EXTERIOR WALL. W4 FEC 8. ALL EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO ODURING CONSTRUCTION TO BE FILLED WITH INSULATION 8 (1) LAYER OF J" GYP. BD. ON ALL SIDES OF WITH HIGHEST POSSIBLE R-VALUE THAT FITS PER NYS SPECIFICATION ASTM A153. �,� D TANK ROOM FOR 1 HR. FIRE RATING. 2020 ENERGY CONSERVATION CONSTRUCTION CODE, 4. ENGINEERED LUMBER RATINGS: N W4 10 FEC WALL BACKING AT LEAST I" THICK PLYWOOD SECTION C503 EXCEPTION 3. W4 _ SINGLE MEMBER BENDING STRESS: 2800 PSI O AND 48" WIDE AT BRACKET HEIGHT OF 43 HORMODIULONTAL US OF SHEAR ELASTICITY: 2,000,0 0 PSI 9'-0„ FROM FLOOR. REFER TO PRODUCT 7'-11 io INSTALLATION GUIDE. 5. ALL BUILT UP MEMBERS SHALL BE SPIKED (3) 16d NAILS lot, 06 OFFICE 10 RELOCATED EXISTING WINDOWS AT 16" O.C. AND THROUGH BOLTED WITH 2 STAGGERED (TOP TO BOTTOM) ROWS OF 3/4" DIA. STEEL BOLTS AT 16" Al .% O.C. PLUS ADDITIONAL BOLT AT SUPPORT POINTS UNLESS o W4 11 BLOCKING & SPECSHEET FOR INSTALLATION.KIN 2 QDHOXYR CALLED OUT OTHERWISE. 0 MANCINI O3 D 6. JOIST REQUIREMENTS: 09 ARCHITECTURE NEW TANK STORAGE LOCATION. ALL JOISTS SHALL BE BLOCKED AT 8' O.C. MAXIMUM CONSTRUCTION 2 OZ - 244 FT' SPACING. DOUBLE ALL JOISTS BELOW PARTITIONS AND ADD 7� 12 ( ) 3 SOLID BLOCKING, AT 16" O.C., BETWEEN ALL JOISTS _ __ BREAK ROOM 00 mul (2) N20 - 426 FT RUNNING PERPENDICULAR TO WALLS ABOVE. I _ _ �I W4 1 222 Middle Country Rd, Suite 314 1 TOTAL: ,340 FT' °' Smithtown, NY 11787 7. PROVIDE SOLID BLOCKING BETWEEN ALL POSTS AND THEIR II T. 631-979-0104 SUPPORTS. L F: 631-979-3445 dv 8. ALL BEAMS ARE TO BE SUPPORTED BY POSTS THAT HAVE W4 111 info@manciniarchitecture.com d THE SAME DEPTH AND WIDTH AS THE BEAM OR WALL iv a a THICKNESS, WHICHEVER IS GREATER - UNLESS NOTED a OTHERWISE ON PLANS. a 9. PROVIDE 2X WOOD BLOCKING IN BETWEEN STUDS IN 3'-4" 13'-7 " --- a. RED qRC a EXTERIOR WALL CAVITIES AT ALL FLOOR INTERSECTIONS. t� PONG PROPOSED SECOND FLOOR FRAMING PLANfzC, n 3 1 /49)=1 ,-0„ f a a �'9 . X381V OQ� N OF NE�� O 1 1 d 6 This drawing has been prepared for the 12 —4 7 -31" indicated project and is an instrument of „ I , 1 service copyrighted by Mancini Architecture ( o PLLC. This drawing may not be copied or AITING used, in whole or in part, by any party without a o (ROOM o) I RECEPTION -o the expressed written consent of Mancini II I Architecture PLLC. Infringements or any use ® d I of this drawing for any other purposes will be 4 i�l 4 d ( prosecuted to the full extend of criminal law 4 00 KEY PLAN O • , 10'-9" 5" 7'-10" 5" 7'- i.1 W4 0 j'-5'i 7'-3 „ 01 1'_6" - _ . ___ _ __._____ _ _ _ _ _ _ _ _ O Q I 3'-6" r I i PATIENT - w4 BATHROOM W4 - J - 1 9 `n2 A-300 OP 1 4'-10" 05 5 -0 2'-0' 4'-6" 9'-2 .? 10, WOw4Yl�ljI = PA _ T - - - X - - FIRE-RATE I PROJECT _ _ _ CEILING �� LOCATION �� Ln � W4 _ FE 4 co �. _ ____ _ _ _ '_ � BELOW TANK 7 12 ROOM. (1) OP 2 0 I w m LAYER OF I HWH D D GYP. BD. 04 03 -2x8 FLOOR JOISTS Q 16" O.C._ _ EX'G2 3 ( ) c° X 6" BEAM PROJECT 0 0 W4 HYGIENE - - - O- - - _ I TO REMAIN o w4A 0 DR. KAM PO U RAKI S _ 14695 MAIN ROAD 8'-s" 6'-81" IOP 4 _ __ �_ _ _ - _ - MATTITUCK, NY 11952 I CO i� W4A c� ( _ � i LINE OF DRAWING TITLE LAB/ UNDERPINNIN_ _ G u, io _ _ _ _ _ _ _ STERILE OP 30 I 1771 ro W4 _ _ _ _ _ _ _ _ _ CONSTRUCTION I 1 10' 4'-0i" 8'I 0!,_ J 3'-4" '-o" � 9'-2�" _ FRAMING PLANS o^ o - - - - - - - - - JAI W4A � _ SCALE SCALE AS SHOWN — x DRAWN BY MIS ® lit ® PA o _ DRAWN FOR 01< _ -- N 3 x CHECKED BY PROJECT# -- oo OO DATE 01/15/2021 6t-104"„ 1 2'-9" 1 6'-7" SHEET NO. A- 101 2 PROPOSED FIRST FLOOR FRAMING PLAN PROPOSED BASEMENT FRAMING PLAN �, , 1 ' 1/4 =1 -o„ 1 /41P=1 —0" 7 SHEET OF NO. REVISIONS DATE 1Q WALL TYPE LEGEND PER TOWN 4/07/21Q PER CLIENT 7/01/21 NOTE. COORDINATE ALL DENTAL EQUIPMENT LOCATIONS WITH DOCTOR AND INSTALLER, I.E. : X-RAY 0 (E) EXISTING WALL TO REMAIN ARM, DENTAL CHAIR, JUNCTION BOX, STERILIZER (AUTOCLAVE), ETC BEFORE ROUGHING ® NEW WALL (SEE TAG FOR TYPE) DRAWING LEGEND 0D 01 DOOR TAG (SEE ACCOMPANYING SCHEDULE) y WALL TAG (SEE WALL TYPES FOR DETAILS) < WINDOW TAG (SEE ACCOMPANYING SCHEDULE) NEW SWITCH WITH OCCUPANCY SENSOR OS FEC NEW FIRE EXTINGUISHER CABINET �X» NEW CONVENIENCE DUPLEX OUTLET ® X HEIGHT TO CENTER OF OUTLET ABOVE FINISHED FLOOR GFCI NEW GFCI OUTLET �@C NEW CEILING—MOUNTED OUTLET MANCIN �@D NEW DEDICATED OUTLET ARCHITECTURE �OF NEW FLOOR—MOUNTED QUAD OUTLET M U I CONSTRUCTION BELMED DEFENDER AUTOMATIC 222 Middle Country Rd, Suite 314 1787 1 NY MANIFOLD CHANGEOVER MANIFOLD. 60" Smithtown, 631-979,, NY 1 A.F.F. TO BOTTOM OF MANIFOLD. F: 631-979-3445 ® NEW DATA POINT 477— Q info@manciniarchitecture.com NEW DATA POINT WITH CAT5 WIRE 4 a -11 M.P. CONNECTION BETWEEN MANIFOLD & a a MONITOR PANEL BEHIND RECEPTION a a SUB— 60 AMP SINGLE PHASE L 74 a ED A'RC,y PANEL 20 CIRCUIT SUB—PANEL \J.P0 IG �E EXISTING DUPLEX OUTLET 4EXISTING QUAD OUTLET E �-9 0381 `3 yQ� OF NE`N TO NEW THERMOSTAT 10-0"21 I —0" a - 1 12" 12— a O �fl (]] E This drawing has been prepared for the 0 indicated project and is an instrument of service copyrighted by Mancini Architecture 1'-7" E I I oo PLLC. This drawing may not be copied or 1 used, in whole or in part, by any party without 0) I 2'-1" the expressed written consent of Mancini 0. ® d. a Architecture PLLC. Infringements or any use of this drawing for any other purposes will be 0 prosecuted to the full extend of criminal law .1=177717�, � 55 1 » E w E TYP. d 4 0 N a E 12"— -1 KEY PLAN L OWE MANIF D 6'-2 " c° 44» \ M _ » oPo O N / I D— OP 1 58" _0 4, ., -- XRAY _ 1 Lo '1C1ROJECT 01 44 PA 0. \ Q 4 '01 ° LOCCATION v CO 4TRO M•PFEC 45 \�.�HYGIENE 44» \ XRAY C _00 ' `� \ M c1 44" 1� O TYP. O N _ o _ I PROJECT -- 14 ' " a 2 -6 ®C OP 2 >_ DR. KAMPOURAKIS FEC44 r XRAY 44" 44" N ® ~ 24" 2 AMP DE). ' " 1 i TYP. to I BREAKER F E "6 -2 14695 MAIN ROAD / ~ S' RIUZER MATTITUCK NY 11952 in 4 " 4" 12"-44 _ ' O ` E , DRAWING TITLE T —6 E i� GFCI » _ x » I 44" OP 4 » N D-44 —12 2'-0" 4' 0'� —0' XRAY ® GFCI 45 PROPOSED FLOOR 10 55oo 6'-0I~ 1 E 4 co, TYP. E PLANS E 44 CUT—OFF [ OP 3 — —II ®C XRAY SWITCH F - 24"__.9 I 44" 44" SCALE SCALE AS SHOWN �— — — E TYP. a I E© N H DRAWN BY MIS II E ;n °- `n " DRAWN FOR -- I 45 I CHECKED BY -- E i i PROJECT# -- MOUNTING HEIGHT PER SPEC SHEET. OO OO DATE 02/23/2021 LOCATION TO BE COORDINATED WITH SHEET NO. EQUIP VENDOR. X—RAY REQUIRES MOUNTING TO 2 WOOD STUDS 16" O.C. COORDINATE EXACT LOCATION WITH A- 1 0 2 INSTALLER. TYPICAL FOR X—RAY ARM. PROPOSED SECOND FLOOR FURNITURE POWER PLAN 1 PROPOSED FIRST FLOOR FURNITURE 8c POWER PLAN 8 SHEET OF NO. REVISIONS DATE 1� PER TOWN 4/07/21 20 PER CLIENT 7/01/21 J........_.... ..-..... ._...............r.............I..................... .. ..................i...... FINISH LEGEND WALL TYPE LEGEND ! SYMBOL MATERIAL APPLICATION LOCATION MANUFACTURER STYLE MODEL COLOR COLOR NO: SIZE (,INCHESA COMMENTS ACCESSORY PRODUCT CONTACT/REP ............ -' '-'--' LVP .................•I.'..... NO: (E) EXISTING WALL TO REMAIN _...... T P-1 ._.._. ...._ .......... _...........__._ -_..__._._.... FLOORING MATERIA ...........® NEW WALL (SEE TAG FOR TYPE) ..................:� WB-1 .......__........................... LVP-1 LVP FLOORING -- -- -- _................ ................. ___.-__........i..._............_ -- ...........__...............!.......................... .........................:......_.............._.._..................... _.i. WALL TO RECEIVE CHAIR RAILING, -_1.-- -.'M - -- - AND CROWN/BASE MOULDING PROVIDED - __..___...... __ __ BY OWNER. '..__.. __! _....-......._l.___a.._________.i__�__.___... PT-1 PORCELAIN TILE FLOORING -- -- -- - - - - .......................... ......... ................ . ........_.."-.1............. . ... ... ..........! _....._.._..... I......... _........................ .!........_.._...._...... .................................,............................ WALL TO RECEIVE ONLY CROWN BASE -"----` ; ERIALS MOULDING PROVIDED BY OWNER. PT-1 - - -- - - WALL MAT ...._.....................--....Y......_ .._.._...._. _ ....._...._.....:_._._..... ......._._. _....... NAVAJO TOME GERMIE P-1 PAINT WALL GENERAL AREAS BENJAMIN MOORE EGGSHELL - 947 - - 516-316-7928 TB-1 I---': !- """"! " " P-1 I......... _.. WHITE TONI.GERMIE@BENJAMINMOORE.COM ---- ---- ................. .. ........ ........... _.._... BETWEEN CHAIR TOME GERMIE - - ---� SHENANDOAH P-2 PAINT WALL RAIL & BASE BENJAMIN MOORE EGGSHELL - AC-36 - -- 516-316-7928 TAUPE _L,_-� MOULDING TON1.GERMIE@BENJAMINMOORE.COM J__ - ......_......................................................................i..... . .............. TOME GERMIE -'- -. -�-�.- - - .. ; . , _ _.. ..__.____....._,__. _...... ..,. P-3 PAINT TRIM ALL TRIM BENJAMIN MOORE SEMI-GLOSS - WHITE DOVE OC-17 - -- 516-316-7928 _ -- — — — — _.____...__....._......_......,....__.....:........... ._.._-._.---..........-...-..-..-..-..'-- TONI.GERMIECBENJAMINMOORE.COM .........._- ........_.._.........._.._... ._.....---._......................._..._........ _.._................. _.._........ .-�----_. _.._.i.r- _._ ...-..........-....._................:..-...._...._.............................__. ...-...- _.__..._.._.._._ .WALL BEHIND WT-2 WALL TILE WALL RECEPTION P-1 ............... ... .................. ........... WALL BASES _ M AWB /A N C 11' ............. _ ...._.........._......__._...__ ......i..._..........DECORATIVE HALLWAYS WALL i ......................... . ....... __...WB-1 WALL BASE BASE _ BASE ARCHITECTURE __._......._..... ......_.. __.._._� _ ........ ........._.......... CONSTRUCTION mul TB-1 VINYL WALL GENERAL WA LL _2 BASE - - -- - - BASE BASE - - -- --_II�II 1Itf-iII�II -- ._I�1��_✓___._..._._i. ......._.. ....._... ....i...�..'.. �c�:..y..iI).:...II. ............................. ....-.!. .. ...:.:...:..0�........:.:.._ :....-i!. ..,!.....I..!:i ....-...........I _.:, ..._.......!_........_........_....._._..,_ 22• 2 Mi dd� -l�e59 C a.0 Pn O # - ry�ER` Nd ,yhSu T ,i t e 3 14 Smithtown, NY 11787 ..................... TILE FLOOR BATHROOM .... ..................... T 631-979-0104 BASE BASE FLOOR F, 631-979-3445 P_1 _.......... info@manciniarchitecture.com ............. .... : -1.................. : WB i.................... ......_...............:......................... ................. !............................. ........................ ................... 0381-7 0 2 SECOND FLOOR ENSH PLAN FN 1 /4„_1 _0„ This drawing has been prepared for the indicated project and is an instrument of service copyrighted by Mancini Architecture This drawing may not be copied or used, in whole or in part, by any party without the expressed written consent of Mancini Architecture PLLC. Infringements or any use drawing for any other purposes will be prosecuted to the full extend of criminal law C14 KEY PLAN LVP-1 LVP- - �iIIiiI!I} .; !I Ih IIII iIjiii' Ii,IIi . 1IIIi;j�;ii(II _ II }!_• I�, -1-1 P-1 , _ - _JiIII'ir .._M1!iiIII',riIf f WB W!3JIILIiIIfS1I I ._...B- ... m1 ... ; _- 'i- ( ' i I!I� ....({I _. -LVP-1 PT-1 TB-1 ! PROJECT OR OJEC T LOCATION I LVP-1 PROJECT L DR. KAMPOURAK IS I WB-2 14695 MAIN ROAD DRAWING TITLE MATTITUCK NY 11952 - j_. WB-2 LVP-1 LVP-1LVP_1FINISH FLOOR PLAN S P-1 P-1 P-1 WB-1 W LVP-1I.... SCALE SCALE AS SHO WN DRAWN BY M -S ' WB-21 DRAWN FOR VP- CHECKED BY PROJECT#WB_2 DATE 01/15/2021 SHEET NO. A- 1 IL E RST FLOOR FINISH PLAN 1 1 41)-1 >-�„ 9 SHEET OF NO. REVISIONS DATE 1Q PER TOWN 4/07/21 2Q PER CLIENT 7/01/21 REFLECTED CEILING LEGEND: \�1 NEW BATHROOM CEILING FAN NEW EXIT SIGN ` (75 CFM) VENT TO EXTERIOR NEW WALL-MOUNTED EXHAUST NEW 2X4 LED LIGHTING FAN (111 CFM) DIRECTLY VENT TO EXTERIOR. MOUNTED NO HIGHER O FLAT LED PANEL (40 WATTS) OR T THAN 12" FROM F.F. APPROVED EQUAL. 1 CFM/5 FT' OF FLUID N 2 0 558 FT' PER TANK. 4" DUCT. CEILING HEIGHT a: NEW CHANDELIER LIGHT FIXTURE, CHOSEN BY OWNER. F XWURE,HI-HAT LED LIGHT MANCINI E NEW EMERGENCY LIGHTING M U I ARCHITECTURECONSTRUCTION NEW WALL-MOUNTED LIGHT. CHOSEPJ BY OWNER.. 222 Middle Country Rd, Suite 314 CE:: Smithtown, NY 11787 A.P. NEW ACCESS PANEL HATCH T. 631-979-0104 © F: 631-979-3445 TO ATTIC SPACE NEW SWITCH WITH LLd v info@manciniarchitecture.com i $S OCCUPANCY SENSOR d a ° d l ° O NEW SPRINKLER HEAD IN MANIFOLD/TANK STORAGE ROOM. SP CONNECT TO DOMESTIC WATER ��R v ED ARC, _\CpON,, hid CEILING TYPE: ° f ACT-1 2X4 ACOUSTICAL CEILING TILE. ARMSTRONG DUNE 1774 WHITE. ANGLED TEGULAR CEILING GRID: �y� 38170 y0 PRELUDE XL 1j EXPOSED TEE IN WHITE F WN GYP. GYPSUM BOARD CEILING. PATCH AS REQUIRED TO ALIGN WITH EXISTING SHEETROCK CEILING. E.T.R. EXISTING TO REMAIN. PATCH AS REQUIRED TO ALIGN WITH NEW SHEETROCK CEILING. 41 , GYP. This drawing has been prepared for the O.S. ' ( I GYP. indicated project and is an instrument of �— service copyrighted by Mancini Architecture •S• I— I ( ( PLLC. This drawing may not be copied or ° I used, in whole or in part, by any party without d. d I I ( the expressed written consent of Mancini Architecture PLLC. Infringements or any use GYP. 4' ° I O / I of this drawing for any other purposes will be 8'-4" L] Itl I SD'T_J I I prosecuted to the full extend of criminal law `b I GYP. GYP. 8-2" 8'-4" I `� KEY PLAN O.S. O GYP. S. O.S. PROJECT ' ' \ LOCATION GYP. �\ I �C `OSD �- op -.GYP: / GYP: .. :.1 •::.:. :: .' ! .�..._ ': ..'' . / ro / PROJECT DR. KAM PO U RAKI S GYP. OSD8,-8„ GYP. GYP. :. : ?'-2':. 8' —8 14695 MAIN ROAD Z. :'Oso \ _ / GYP. 8'_8" MATTITUCK, NY 11952 �r'� / '.;: \ DRAWING TITLE GYP. GYP. I O.S.1 PROPOSED� � O OSED RCPS oz ® E SCALE SCALE AS SHOWN DRAWN BY MIS GYP. 8'-4" DRAWN FOR -- :. CHECKED BY -- PROJECT# O -- I O DATE 01/1/2021 GYP. •� 'f . • .: : . , . .. SHEET NO. A- 110 PROPOSED SECOND FLOOR RCP PROPOSED FIRST FLOOR RCP 2 1 �4„_1 ,_�„ 1 1 4„_19_0„ 10 SHEET OF NO. REVISIONS DATE EX'G CHIMNEY TO BE EX'G CHIMNEY TO BE 1Q PER TOWN 4/07/21 REMOVED DOWN TO 1ST REMOVED DOWN TO 1ST 20 PER CLIENT 7/01/21 FLOOR. PATCH ROOF FLOOR. PATCH ROOF AS REQUIRED. AS REQUIRED. i EX. ATTIC F.F. ATTIC F.F. _ 16'-11 1/4" 16'-11 1/4" - - - EX. EX. ii L r EX. EX. T i. 2ND FL. F.F. 2ND FL. F.F. - - — 8'-11 3/4" 8'-11 3/4" E Clz� .,. L MANCINI '� '" y z" h" , ARCHITECTURE CONSTRUCTION mul H222 Middle Country Rd, Suite 314 , y. ❑El �'i"?Cr _k C C Smithtown, NY 11787 f r .EX. t T. 631-979-0104 ?"' f !If' I z ' ' !, i I F: 631-979-3445 1ST �, ' ; , " 1ST 1�a , ? " " r , info@manciniarchitecture.com FINISHED FLOOR a - EX. , -�-FIN ISHED FLOOR IV 0'-0" - -- — ' " -0 RELOCATED EXISTING FINISHES TO REMAIN. EXISTING FINISHES TO REMAIN. EXISTING PATCH TO MATCH AS REQUIRED. PATCH TO MATCH AS REQUIRED. CLOSE UP WALL AND CLOSE UP WALL AND �,RED AAC PATCH WITH SIDING TO PATCH WITH SIDING TO MATCH EXISTING. MATCH EXISTING. BASEMENT FLOOR SOUTH ELEVATION ( FRONT ELEVATION ABASEMENT FLOOR - - EAST ELEVATION ( SIDE ELEVATION 0381-713 40 T 4 1 /4"=l '-0" 3 1 /4"=1 '-0" NE 44 O OF �� EX'G CHIMNEY TO BE EX'G CHIMNEY TO BE REMOVED DOWN TO 1ST REMOVED DOWN TO 1 ST FLOOR. PATCH ROOF FLOOR. PATCH ROOF This drawing has been prepared for the AS REQUIRED. AS REQUIRED. indicated project and is an instrument of service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or 1� 7 used, in whole or in part, by any party without the expressed written consent of Mancini Architecture PLLC. Infringements or any use — of this drawing for any other purposes will be prosecuted to the full extend of criminal law KEY PLAN ATTI C F.F. Po � _ 16"-11 1/4" 16'-11 1/4" ;r LPROJECT ocAl10N EX. t= PROJECT 2ND FL. F.F. _ _ 2ND FL. F.F. _— - DR KAMPOURAKIS 8'-11 3/4" -- 8'-11 3/4" 14695 MAIN ROAD „1 � YT - � - �f MATTITUC r NY 119 � 52 u Y , � Y t' r EX. I EX. k. Olt, EX. fT a t jf € _ �e ��? L , B DRAWING TITLE EX. Y ; �C t` ' r f' 1ST — , { " , t i��'��'•C" s �C r'4` r 1ST 1. PROPOSED ELEVATIONS FINISHED FLOOR FINISHED FLOOR � Ur-0n t -W,7r 11 Ti SCALE SCALE AS SHOWN EXISTING FINISHES TO REMAIN. EXISTING FINISHES TO REMAIN. DRAWN BY MIS PATCH TO MATCH AS REQUIRED. PATCH TO MATCH AS REQUIRED. DRAWN FOR -- CHECKED BY -- PROJECT# -- DATE 02/28/2020 SEMENT FLOOR _ _ /-Jh BASEMENT FLOOR _ _ SHEET NO. A-200 WEST ELEVATION SIDE ELEVATION NORTH ELEVATION REAR 2 1 /41)=11-0)p 1 1 /411=11-011 11 SHEET OF NO. REVISIONS DATE 11 PER TOWN 4/07/21 0 PER CLIENT 7/01/21 EX'G C.J. EXISTING STORAGE EX'G 2X8 F.J. NEW BEAM. SEE STRUCTURE PLAN A-100. MANCIIN NEW RECEPTION ARCHITECTURE M U I CONSTRUCTION _ _ 1ST F.F. 222 Middle Country Rd, Suite 314 _ _ EX'G 2X8 F.J. Smithtown, NY 11787 0'-0" T: 631-979-0104 F: 631-979-3445 info@manciniarchitecture.com EXISTING BASEMENT RED AqC BASEMENT FLOOR Aw r�z .. ,.¢j 0-1 11\9 03817 SECTION FNF- This drawing has been prepared for the indicated project and is an instrument of service copyrighted by Mancini Architecture PLLC. This drawing may not be copied or used, in whole or in part, by any party without the expressed written consent of Mancini Architecture PLLC. Infringements or any use EXISTING EXISTING 2X8 ROOF RAFTERS EXISTING of this drawing for any other purposes will be ROOF RIDGE TO BE FILLED WITH 5 J" OF ATTIC prosecuted to the full extend of criminal law TO REMAIN CLOSED CELL SPRAY FOAM ATTIC F.F. INSULATION: R—VALUE= 38.5 _ RAISE EX'G KEY PLAN 16'-11 1/4" COLLAR TIES EX'G C.J. ` BATHROOM OFFICE Po AREA �P2 PROJECT NEW ARMSTRONG TONGUE LOCA110N 2ND FL. F.F. _ & GROOVE DECORATIVE 8'-11 3/4" BOARD ON UNDERSIDE EX'G 2X8 F.J. OF ROOF RAFTERS. MINIMUM �" GYP. BD. BENEATH BOARD. EX'G EX'G MICROLLAM HEADER NEW (2) 2X6 RAFTER BEAM PROJECT TIES EACHSSIDE ROF ROOFON DR. KAM POU RAKIS OP 2 RAFTERS © 48" O.C. BATHROOM PANO HALL HYGIENE REFER TO DETAIL 6, SHEET A-301. WRAP WITH 14695 MAIN ROAD FYPON DECORATIVE BEAM MATTITUCK, NY 11952 1 ST_FL. F.F. MILLWORK. 0'-0" EX'G 2X8 F.J. DRAWING TITLE EXISTING CRAWL SPACE PROPOSED EXISTING ELEVATIONS BASEMENT SCALE SCALE AS SHOWN BASEMENT_FLOOR -7'-8" A DRAWN BY MIS -— DRAWN FOR -- CHECKED BY -- PROJECT# -- DATE 02/28/2020 SECTION SHEET NO. 1 -- A-300 12 SHEET OF DOOR AND FRAME SCHEDULE NO. REVISIONS DATE UJ LU UJ PLUMBING LEGEND1Q PER TOWN 4/07/21 z ¢ 2Q PER CLIENT 7/01/21 DOOR FRAME Q = o LABEL SYMBOL DESCRIPTION MANUFACTURER MODEL # COLOR/FINISH NOTES UJ UJ zo- c� Ww Q O ADA COMPLIANT ONE PIECE SAN SOUCI INCLUDE K-4008 REVEAL QUIET-CLOSE ROOF >- a Q cn _ >- w = KOHLER WHITE cn a o- V) z w a COMPACT TOILET K-5172 ELONGATED TOILET SEAT NOTES �- 07 > o a o- Y v w ~ RAFTERS .. z Q IK I- J J o Vn X 0_ w a. a cn 0 cn I- o' w C7 w o 0- N w o- cn FAUCET: KOHLER WILLAMETTE SIZE w > I I I I I I o o_ o D } �' I- o 0 Q M o U LAVATORY ADA COMPLIANT BRENHAM #K-R99901-4D1 r� � h- Of (n N � a w o z o KOHLER WHITE THROUGH MAT'L EL. MAT'L EL Q w w w w w w w 0- cn w o- o z w WALL MOUNTED SINK K-1999-SS8 BOLTS MARK � w w cn o7 cn N cn U) v w o- _ o- c� SHROUD: BRENHAM K-1998—SS O O Y Y Y Y Y Y z (n O J 0_ O 1- # WIDTH HEIGHT THICKNESS a z z v v 0 0 0 o J o O < w o_ W z w _ _ = 0 0 0 0 0 o N 0 � � o of o0 w I El SURFACE MCUNTED HAND EXCEL XL-BW 1 2'-0" 6'-8" 1�" WD D1 HM F1 X X X X X DRYER X X X X X �� 1Z STAINLESS STEEL HORIZONTAL BOBRICK #B-6806 X 36" SATIN FINISH 00 3 2'-2" 6'-8" 1 " WD D1 HM F1 X X X X X HORIZONTAL GRAB BAR 4 6 1-1/2" STAINLESS STEEL NEW 2 2X6 RAFTER TIES 1 X X X X X BOBRICK #B-6806 X 42" SATIN FINISH SISTERED-UP ON EACH SIDE - -8 HORIZONTAL GRAB BAR 5 3'-0" 6'-8" 1 WD D1 HM F1 X X X X X OF ROOF RAFTERS, ® 48" O.C. 6 3'-0" 6'-8'0 1�" WD D1 HM F1 X X X X X 1-1/2" STAINLESS STEEL BOBRICK #B-6806 X 18" SATIN FINISH 7 3'-0" 6'-8" 1�" WD D1 HM F1 X X X X X VERTICAL GRAB BAR 8 3'-0" 6'-8" 1 WD D1 HM F1 POCKET DOOR X RECESSED TDILET TISSUE DOUBLE BOBRICK B- 9 S-O" 61-8" 1 " WD D1 HM F1 X X X X X DISPENSER DOUBLE ROLL 3094 TOP PLATE p 6'-8 1 " O SURFACE MGUNTED SOAP UDS X X X X 00 11 2'-0" 61-8 11 1 WD D1 HM F1 X X X X X DISPENSER BOBRICK MODEL #818615 16" O.C. SEE PLAN FOR DOOR DIRECTION 18" X 36" MIRROR BOBRICK B-165-1836 RAFTER TIE DETAIL DOOR AND FRAME ELEVATIONS 6 REFER TO SPEC SHEET FOR 1 /2"=1 '-0" DOOR NOTES: DENTAL X—RAY BELMONT PHOT—XIIS MODEL INSTALLATION INSTRUCTIONS AND 1. ALL OPERABLE HANDLES SHALL BE ANSI 117.1 2009 COMPLIANT LEVER HANDLES 505 FRAMING/POWER REQUIREMENTS OR PULL HANDLES. REPLACE ALL EXISTING HARDWARE TO BE COMPLIANT. 2. EXTERIOR DOORS SHALL BE PROVIDED WITH ANSI 117.1 2009 COMPLIANT X—RAY SUB—CONTROLLER PHOT—XIIS MODELREFER TO SPEC SHEET FOR THRESHOLDS XRAY PANEL BELMONT 505 SUB—PANEL INSTALLATION INSTRUCTIONS AND MANCINI 3. ALL PULLS, LATCHES, LOCKS, CLOSERS, AND ANY OTHER EQUIPMENT SHALL BE FRAMING/POWER REQUIREMENTS. OAK WOOD ANSI 117.1 2009 COMPLIANT AND COMPLY WITH BC 1008.. TREADS I 4. CONTRACTOR SHALL PROVIDED SUBMITTALS OF ALL ITEMS FOR REVIEW AND I NO CEPH. REFER TO SPEC SHEET FOR ARCHITECTURE APPROVAL PRIOR TO INSTALLATION. PANORAMA X—RAY/ CT SCAN IMAGEWORKS PANOURA X—ERA INSTALLATION INSTRUCTIONS ANDpp M U I CONSTRUCTION 5. ALL FIRE RATED DOORS AND FRAMES SHALL SHALL BE UL LABELED. FRAMING/POWER REQUIREMENTS. 11 1 -0 6. ALL HARDWARE IN FIRE RATED DOORS SHALL BE LISTED FOR USE IN ASSEMBLIES "EPIC" DENTAL OPERATORY 2X4 FRAMING 222 Middle Country Rd, Suite 314 OF FIRE RATING LISTED IN SCHEDULE. CHAIR BEAVERSTATE 900-079M Smithtown, NY 11787 SCHEDULED T: 631-979-0104 FLOOR F: 631-979-3445 i AUTOCLAVE / STERILIZER TBD TBD info@manciniarchitecture.com D1 LEGEND: PR PAIR F1 F2 AL ALUMINUM PVC PVC EX EXISTING SS STAINLESS STEEL UTILITY CENTER / JUNCTION REFER TO FULL-SIZE TEMPLATE AND FRP FIBERGLASS REINFORCED POLYESTER SSHM STAINLESS STEEL HOLLOW METAL BOX FOP, CHAIRS BEAVERSTATE SPEC SHEET. HM HOLLOW METAL Sc SOLID CORE KD KNOCK-DOWN VS VINYL STRIPS �" PLYWOOD MANIFOLD REFER TO PLANS & SPEC SHEET FOR =— PE POLYETHYLENE WD WOOD (BIRCH WOOD) AUTOMATIC FOLD BELMED BELMED DEFENDER INSTALLATION INSTRUCTIONSAND POWER EKED ARC REQUIREMENTS. 2ND FLOOR STAIR SECTION REFER TO SPEC SHEET FOR HARDWARE MANUFACTURERS AND SERIES: HARDWARE NOTES: MIXER FLOWMETER 02/N20 o SEDATION UNIT BELMED PC7—C INSTALLATION INSTRUCTIONS AND POWER REQUIREMENTS. HINGES: 4J" MCKINNEY FULL MORTISE HINGES 1. ALL LOCKS TO BE KEYED TO BUILDING MASTER KEY. 2. ALL HARDWARE TO HAVE US26D FINISH. !` CONTINUOUS HINGES: MCKINNEY FULL MORTISE SAFETY HINGE 3. PROVIDE OVERHEAD STOP IN LIEU OF FLOOR STOP ON DOORS WHERE TRIPPING HAZARD TV MONITOR TBD BY OWNER LOCKSET: SARGENT 10 LINE - L LEVER EXISTING OR AS INDICATED. 0381�0 "° " T n 4. FOR ENTRY DOORS & FRAMES, FINISHES MAY VARY BETWEEN INSIDE AND OUTSIDE 4 ® 3 STUD OF NE`N y CLOSER: NORTON SERIES 8501 & 9501 SURFACES. SCHEDULED FINISHES ARE TYPICALLY FOR INTERIOR FINISHES ONLY. EXTERIOR 02 & N20 MONITORING FLOOR STOP: ROCKWOOD #440 SERIES AND OR PUBLIC CORRIDOR SIDE OF DOORS & FRAMES ARE TO MATCH OTHER EXTERIOR M.P. SYSTEM PANEL & ALARM TBD FINISHES OR AS SPECIFIED ELSEWHERE. OVERHEAD STOP: GLYNN-JOHNSON 90 H HOLD OPEN MODEL 5. THE CONTRACTOR SHALL PROVIDE DOOR AND BUCK ASSEMBLIES AS SPECIFIED ON SILENCERS: ROCKWOOD #608 ARCHITECTS DRAWINGS AND DETAILS. UNDERSIDE OF SMOKE STOP + SEALANT 6. ALL LOCK SETS SHALL BE CODED AND OR KEYED IN ACCORDANCE WITH THE BUILDING STRUCTURE FIRE RATED WALLS) IRE ELECTRIC STRIKE: RCI RUTHERFORD CONTROLS REQUIREMENTS, CODES AND OR KEYS ARE TO BE DELIVERED TO CLIENT PROPERLY TESTED FSTOP + SEALANT MANUAL FLUSH BOLT: IVES FB358, PROVIDE AT ALL DOUBLE DOORS AND OR TAGGED. PROVIDE 3 MASTER KEYS AND 3 PASS KEYS FOR EACH LOCK. (®RATED WALLS) 7. ALL FIRE RATED DOORS TO HAVE FIRE RATED DOOR FRAMES TO MATCH LABEL OF WALL. This drawing has been prepared for the ARMOR PLATE: ROCKWOOD - METAL DOOR PLATE #K1038 ALL FIRE RATED DOCKS TO HAVE LATCHING HARDWARE AND CLOSER HARDWARE INSTALLED. indicated project and is an instrument of EMERGENCY RESCUE: STANLEY DOUBLE ACTING PIVOT, DOUBLE LAPPED 8. FRAMES TO BE EQUXL DOUBLE RABBET, FULLY WELDED TYPE 16 GAUGE, DRYWALL SLIP ON service copyrighted by Mancini Architecture PROFILE. PROVIDE MINIMUM (2) 20 GAUGE METAL STUDS AT JAMBS. FIRE RATED FRAMES UNDERSIDE OF PLLC. This drawing may not be copied or STRIKE SIZED FOR EMERGENCY RELEASE STOP, ETC. SHALL HAVE THE SAME RATING AS REQUIRED BY THE DOOR. PROVIDE 14 GAUGE STRUCTURE used, in whole or in part, by any party without REINFORCING FOR CLOSER AND LOCK, 7 GAUGE FOR HINGES. CORNERS TO BE MITERED. the expressed written consent of Mancini BRUSH TYPE WEATHER STRIPPING ® JAMBS AND Architecture PLLC. Infringements or any use PROVIDE 4" HEAD AT MASONRY. PROVIDE 8" HEAD AT AUTOMATIC DOOR CLOSERS (ONE SIDE NEW (2) 2X8 BEAM BATT INSULATION of this drawingfor an other purposes will be HEAD FOR PRIVACY ONLY). JAMB ANCHORS SHALL BE PROVIDED AND APPROPRIATE FOR THE WALL TYPE AND BE TOP OF WALL prosecuted to the full extend ofcriminallaw COORDINATOR: ROCKWOOD MINIMUM 16 GAUGE. _ (1) LAYER " 2X4 WD. STUDIS, 16 g'-O" G"PSUM BOARD O.C. BOTH SIDES WINDOW SCHEDULE KEY PLAN SCHEDULED FINISH CLEAR OPENING TYPE MANUFACTURER MODEL # QTY EGRESS NOTES BATT INSULATION SCHEDULED BASE MARKT (1) LAYER " 2X4 WD. STUDS, 16" GYPSUM BOARD O.C. SCHEDULED FLOOR O2'-0 2'-11 4" OVAL ANDERSEN 400 SERIES OVL2030 1 NO NON—OPERABLE BOTH SIDES B 6'-4 4'-2 4" DHW ANDERSEN 400 SERIES (1276) 1 NO OPERABLE SCHEDULED FINISH P� SCHEDULED BASE OC 2'-0 J" 2'-0 A" AWNING ANDERSEN 400 SERIES #A21 1 NO NON—OPERABLE PROJECT SCHEDULED FLOOR LOCATION W4 2X4 WD. STUD FRAMED WALL 4}—VTR. 4' VTR.,I� ROOF— 7777 / / I 2X4 WD. STUD FRAMED WALL 6 J"® 5 J" STUD I r r ® 9'-0" HIGH. PROJECT 3', DR. KAMPOURAKIS IIUNDERSIDE SMOKE STOP + SEALANT uV W.C.BREAK I I STRUCTURE OF (®NON RATED WALLS) 14695 MAIN ROAD I — FIRE STOP + SEALANT MATTITUCK NY 11952 I ( (®RATED WALLS) ' 2nd FLOOR I 2• 4' P-3L DRAWING TITLE TYP. CROWN MOULDING C.O. PROVIDED BY OWNER w • I C.O. 4 4 TYP. WINDOW CASING I TYP. WINDOW CASING DETAILS & I PROVIDED BY OWNER P_1 PROVIDED BY OWNER BATT INSULATION SCHEDULES (1) LAYER 2X6 WD. STUDS, 16 GYPSUM BOARD O.C. TYP. CHAIR RAIL I I L MOULDING PROVIDED BOTH SIDES SCALE SCALE AS SHOWN BY OWNER SCHEDULED FINISH DRAWN BY -- 3'� 3'�I 3'l�I --SCHEDULED BASE DRAWN FOR -- OP. lop. lop. DBL SINK ILAV. ( OP. OP. CHECKED BY PROJECT# I� W.C. 1 DATE 01/15/2021 2• P-2 TYP. BASE MOULDING r r r r 2'� 2'� 1� FLOORFLOORSCHEDULED FLOOR PROVIDED BY OWNER SHEET NO. . • w 4� Y L C.O. 1/8" PER FOOT PITCH 4' W6 2X6 WD. STUD FRAMED WALL A-301 4" CONNECT TO EXISTING BUILDING SEPTIC SYSTEM PLUMBING RISER DIAGRAM- TYP . TRIM DETAILS WALL STYLES 8 N.T.S. 7 1 /2" = 1 '-0" 4 1 13 SHEET OF