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Home My WebLink About52241-Z aof souryo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd °��nu►m.��'4 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46872 Date: 03/03/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1150 Ruth Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-5-26 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/29/2025 Pursuant to which Building Permit No. 52241 and dated: 09/08/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" alterations to an existing single-family dwelling as applied for. The certificate is issued to: Jon Johnnidis , Jonathan Klein Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52241 2/26/2026 PLUMBERS CERTIFICATION: Jon Johnnidis 12/11/2025 U"d..e= W uth riz S gnature ofSOUTyo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52241 Date: 09/08/2025 Permission is hereby granted to: Jon Johnnidis 140 Zena Rd Mattituck, NY 11952 To: legalize "as built"alterations to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 1150 Ruth Rd, Mattituck, NY 11952 SCTIbI# 106.-5-26 Pursuant to application dated 07/29/2025 and approved by the Building Inspector. To expire on 09/08/2027. Contractors: Required Inspections: Fees: As Built Alteration $500.00 CO-RESIDENTIAL $100.00 Total S600.00 Building Inspector N SO�jyO�o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn P.O.Box 1179 Southold,New York 11971-0959 ��COUMV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jon Johnnidis Address: 1150 Ruth Rd city: Mattituck St: NY zip: 11952 Building Permit* 52241 Section: 106 Block: 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: AS BUILT License No: SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built X Renovation 2nd Floor Hot Tub EV Charger New Addition Attic X Spa Generator Survey FT] Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 23 Ceiling Fixtures 3 Smoke Detectors 3 Pump Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 39 Combo Smoke/CO 2 Transformer Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split 1 Dryer Recpt UC Lights Fridge 1 AutoCover ARC 8 Blower Heads Switches Pucks Lights Dishwasher 1 Mini Fridge 1 GFI 2 SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 2 Hood 1 Dehumidifier Other Equipment: LED Mirror(2), 200A Panel 40 Circuit/26 Used Notes: AS BUILT NO VISUAL DEFECTS " Whole House Renovation Inspector Signature: Date: February 26, 2026 Town Hall Annex �� Telephone(631)765-1802 54375 Main Road 1 P.O. Box 1179 y Southold, NY 11971-0959 F � BUILDING DEPARTMENT DEC 1 1 2025 '>� TOWN OF SOUTHOLD B0ding Department Tcpwn D Southold CERTIFICATION Date: �- Building Permit No. 2- Owner: -�6 to ©�14 M but (Please print) Plumber: 712 P7 �I V n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. ers Signature) t Sworn to before me this�� day of Q,lt', 209,5 --tvi/10-tj (--A . citw."IxA Notary Public, S County Tr OEY L. DWYM NOTARY PUPL.IG,STATE_OF NEW YORK NO.01 OW6306900 1 L I=IED rJ 83lJ7FOLKC0Upj :OIAMl`S;ON E;PiREG JUNE;LO, r ho��OF 50U1y�� # # TOWN OF SOUTHOLD BUILDING. DEPT. 631-765-1802 �vy�l INSPECTION [ ] FOUNDATION 1 ST./ REBAR [X] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING/STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 vm, r--� V ( j tom,/ lor& pvti,� 4W, zry MA, �a coo- 4%--Am -F� VlAk DATE a0t0( P6Y,%j- INSPECTOR 4c) k of SO 20 # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]` FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��L inpi" 01A 4a,rr A-tl- aJ/4 �nesAlwc. A . - sIxf el .� c� 1� 144 - alh ari �uj -�t, waTi YAO, f -A-f 4 1041 O&A e. CjC-W4ACe— DATE t - INSPECTOR at SOUTyp�o 522, L ' /%l/ a 2, # # TOWN OF SOUTHOLD BUILDING DEPT. Coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: MHP-L C' �wA R DATE 2 INSPECTO Me'Jia Evelin �C I From: jon axiosproductions.ty <jon@axiosproductions.ty> Sent: Friday, November 21, 2025 10:47 AM To: Jarski,John; Mejia, Evelin Subject: Fw: 1150 Ruth Road Inspection Photos Attachments: Egress Stairs 2 jpg; Egress Stairs jpg; Smoke detector jpg John, As per our conversation Ive attached 3 pictures, one is the smoke detector moved away from the vents. The other two are the egress window stairs showing the window swinging out giving user access. If these are good to go I will add them to the file and bring them along with the other supporting documents. Let me know,thanks! Jon Johnnidis Axios Productions,Executive Producer 9175185133 http://www.axiosproductions.ty 1 �� a _� j r ■ �� _ � � �%a�+' a� -,y.r J� � }'�� a �.. f� ' �'�, y},� .., _. _ ,___.--t_.__ .. 1 _, _ Mq' 9- � » �`.i�h� � d. � l � �� ,, '.._. ;��' «., �� -:� I . \ 1 z ic' � f , �. r� 1 Y � \ . � r �• `P r 1 � � 1�� ie' ��s►� ��Pti FIELD INSPECTION REPORT DATE COMMENTS CA ov FOUNDATION (1ST) — r -------------------------------------- FOUNDATION (2ND) — coo ROUGH FRAMING& PLUMBING _ 6` ,I I r INSULATION PER N.Y. STATE ENERGY CODE YSWj At -- AvA eel Al &JvOUA rl AV*_ FINAL {, �/6�� l ✓I►^ 1/tih ADDITIONAL COMMENTS G � o � z — x ro 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 BUILDING PERMIT CI u D E For Office Use Only tp nn^^rr JULVCJ PERMIT NO. Building Inspector: Applications and farms mast be filled out in their ent►retyr lncomp{ete SuildIng!)e Aar®nt applications Will nat be accepted _lAlhere the Applicant is not the o�e+ner;an Town of Southold Uwner's Autho��aatian form(Page 2}shall be completed Date: 'OlNNER(5)OF PRO ERTY. , Name r SCTM#1000 0 to .., .,....::,._ .,.._ r Project Address Phone#: Email: Mailing Address CONTACT PERSON '' Name ii Mailing Address: r p Phone Email .:- DESIGN PROFESSLONALINFORIYtA710N Mailing Address Phone#: Email: COIVTItAC7`OR INFORMATION Name: Mailing Address: W f Phone# Email: DESCRIPTfON Q PROPOSED C©NSTKUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: they Will the lot be re-graded? ❑Yes VNO Will excess fill be removed from premises? ❑Yes Wo 9 1 % .: � :f�1��11�11171��tJl►M��IY S Existing use of property Intended use of property Zone or use district in which premises is tuated Are there any covenants d rUrictiZ with Wect to this property? ❑Yes KNo IF YES, PROVIDE A COPY. Mi fI The ownerjcontractor/des►gn professwnal►s responsibte for alt drainage and storm water►slues as proatdedby Chapter 231i of the Towh Code ARRLICATIOHt 1, HERE '{'4 E to the Bu►tding Deltartment fbr the issuance of a Bu►ftling Petmit pursuant#a the Bui�d►ng Zane �srr1►nance of the Town of 5outhild.Suffolk,County Aiew York and other appiitatite Laws„Ard►nances orReg►latiohs. or the canstruftiot of buitdrpgs ad�l►tiotts,alterat►ons ur for r�mo�al 3r dQmol►tion as herein rTescrlbed:The appl►cant agrees td eotrpty w►thall applicable iawsx erdrpances,builtltrg code f�ots►ng code-arid regclaUons antl taadm►t autharzed Inspectors on ls[emisesatid►n bu►ld►Iyg{s)for necessarg7ns�ectir�ns# Isestateraetts made herein are punishable as a Class R misdecpeaf►or,purguantto Section 23b 45 of the New Xorrk State Renal Law� �' Application Submitted B t name r _ ( ( L� Authorized Agent ❑Owner N Signature of Applicant: Date: STATE OF NEW YORK) S � COUNTY OF SJ1�' V�1 C-� V)�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the applic !an-f' therewith. Sworn before me this F day of , 200J .-; .-----+ Notary Public d�fl Ro®R OF N� C,.51P1E1972 �pSPRV pNp AUTHORIZATION �UP,S�O a applicant is not the owner) ` •}s,,l GD�M I, �L-)i-• CA)n 1I I Cf i residing at NQ41kk do hereby authorizeE vtrV� t' to apply on my beh f to t - Tawn.of Southold Building Department for approval as described herein. --1 2-b2A wn gnature Date �h nAid( S Print Owner's Name 2 B,,VLDIk.DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 uthold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORNAT (All Information Required) Date: Company Name: A Electrician's Name: License No.: Elec, email: Elec. Phone No: [31 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Jon Johnnidis Address: 1150 Ruth Road, Mattituck NY 11952 Cross Street: Breakwater Phone No.: 9175185133 Bldg.Permit#: � -4-7-cy email:Jon @axiosproductions.tv Tax Map District: 1000 Section: Block: Lot: 6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): R;lckovt W,i vi-45 f oo en- r,e V76 V(j�j Do 1, . 13*-d eDa P%4 -a (kemovot-Kaw 5 F&E+�o �-c A-In 5 r—Square Footage: I /T;J Circle All That Apply: -]NO [--1 Rough In ® Final Is job ready for inspection?: YES[_ Do you need a Temp Certificate?: YES❑NO issued On Temp Information: (All information required) Service SizeMl Ph03 Ph Size: A #Meters Old Meter# []New ServiceE]Fire Reconnect[:]Flood Reconnect Oservice Reconnect Elunderground 0overhead #Underground Laterals M1 R2 R H Frame [I Pole Work done on Service? []Y []N Additional Information: PAYMENT DUE WITH APPLICATION Q- 11 -�15 BUILDING DEPARTMENT-Electrical Inspector �(� J CIS ®Gym ;.;` OTC 2 TOWN OF SOUTHOLD ® t Town Hall A►1nex- 54375 Main Road - PO Box 1179 C0' New York 11971-0959 Telephone (631) 765-1802 -emu APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO ATION (All Information Required) Date: Company Name: - Electrician's Name: License No.: Elec, email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Jon Johnnidis Address: 1150 Ruth Road, Mattituck NY 11952 Cross Street: Breakwater Phone No.: 9175185133 Bldg.Permit#: -it;-L-L&J► I email:jon@axiosproductions.ty Tax Map District: 1000 Section: ( Block: S� Lot: 6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 i e-kovx �1-ivi-w5 room. ire✓w va H oy 5- . 04-d✓Yso m s (6wvu,+M a 1 5 `a+b 4-4;A-In 5 �+w Square Footage: 'Z Circle All That Apply: Is job ready for inspection?: YES❑NO ❑Rough In ® Final Do you need a Temp Certificate?: YES 0 NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals D 1 F12 H Frame n Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switched Outlets G F I's - Surface Sconces H H's �,K- 4qt AT, UC Lts Fridge r HW POOL gyp,/ Panel Fans I Mini Fr. W/D J Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro ' GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC: AH Hood , ;` Blower t Service Amps 2�� Have t-1/t JsedAr� Sub Amps Have Used Comments t c'(-[A 0, ar), Zen 14 n 4 / 14 Ild 14 1 /Iz*1141 IA a -EXISTING CELLAR ENTRANCE -RENOVATED EXISTING FIRST FLOOR BATHROOMS -INSTALLED FORCED HOTAIR HVAC UNIT Scale:1"=30'-0" s�ao-d,Ate,bocq N'AA'lC IL Shoat Uat w � A0.1 Cover Sheet s A0.2 Notes 2,A0.3 Notes A0.4 Notes A1.1 Footing and Foundation Plan A1.2 First Floor Plan O A2.1 Section-Cellar Entrance � 6Y m k5 8 hutarrataph � "� N/F ALEXANlIRA PAAApOP0RL03, c r� e O'VO6E00� " .. hvsoxrr 1W ELENA YACCARRO, vwooesx"r suexmroouurrs racer ' AR,CC/fELE CAYEMl77'k; q N 'y sramv� y o oee ' t1300D�y Fl�m�b. � h TNEOAORE EPIAY huol y,a u,<oosr xerruc mis h+w rmns�o umot ,ms Ltifr ar ` $ r Story m PS'. WA NO res a sEvess S4 �,1Oy rr YEe x �� her U 1 Frv. Brf60s{fie b ,�C,O.rF�NEwy S� w.a:roowpr.�.raot•oomahu".rrrs.pr—oNrm.. x.a �i t?5 �•wmprnW ar a �"'e. General Notes # 1. DESIGN COMPLIES WITH 2O20 BUILDING CODE OF NEW YORK STATE z M b w 2. All concrete work shall conform to the requirements and recommendations of ACI 318-14,AC1332-14,ASTM C33/C33M-13 and ASTM C94/C94M-15A.Slabs and steps exposed to trasnng shall)be 3,500 psi,all other b iAM s°a J� o Connate to be 3.000 psi.An concrete shall be sir enbalned.Tbtal air content shall be not less than 5%,or more b than 7%.Reinforcing steel shall conform to ASTM A•0151A315M-2015aE1 grade 60. � � 9g0 Nq 3. All electrical rk must Conform to NFPA 70-17. 10 d 4. All foundationswo shall rest on undisturbed soil of 1 ton/sq.R.bearing capacity minimum.Contractor shall verity p6. a o the level of acceptable bearing strata In the field. SlsroB'Ia-Ir a ►t43 w Q 5. All masonry work shall oonfrem to the requirements of ASTM C90.14,ASTM C91/91M-12,ASTM C14535, S76'De'40'W 'o0•s d ASTMC270-14A and ASCEfSEl7-22. y 6. All steel work shall conform to the requirements of AISI S100-16,AISI S220-16,AISI S230-15,AISI S240-16. RUTH RD f6 )fao.00 o_ _ ZZ Steel shag conform toA5TMA36/A,36M-14. .. 7 0: o 7. Framing lumber to be Douglas-Or 91 and better unless noted otrharvMse.Dade;and porch posts to be framed 4� 1� i �! `�I `_ y �5 o with pressure preservative treated southern yellow pine#2 and better unless noted otherwise.Ail lumber that $p comes In Contact with concrete shall be ACO or equal.Fasteners for pressure treated wood,Including nuts and washers,to be min,ASTM A853 Type 0185 hot-dipped,zlnocoated,galvanized steel or statMesa steel. r 6. The Contractor shall verify all existing conditions and dimensions before staring construction and shag natty : + the Architect of any ambiguities or discrepancies before proceeding with the work.if any questions arise J A IV 2 0 2026 ` before or during construction as to the Intent or details of the drewinge,the Contractor shall nobly the Architect ( ' shreet nro, for Clarification and/or Instructions.It the Contractor fags to follow the above procedure,he/she shall assume q all responsibility for the consequences for hW her actions and/or decisions. AO,1 9. The owner shall arrange for supervision of the construction work to ensure compliance with the construction documents. _ —of— 10.Written dimensions shag have precedence over scaled dimensions. 7 s 0" N/� �o SURVEYOFPROPERTY L0B411V � IC ��r�AND SURD U o 4 c unk F£N�f MAP OF C(F P y N 8 DESCRIBED PROPERTY CV) Q6S o3N >p2 , /F *A�y CO W 6 p.vc 9N��'0F�NIB`4k?1Dy SITUATE Lu BA7'jl�y MATTITUCK TOWN OF SOUTHOLD Z UFFOLK COUNTY, N. Y. Z q = SURVEYED: APR. 08, 2024 UPDATED: NOVEMBER 14 2024 SCTM. 1000- 106. 00- 05. 00-026. 000 1050 RUTH RD, MATTITUCK, NY, 11952 LOT AREA O12240.36 S.F. L.P. (0.281 ACRE(S)) L.P. 16.0' 10.1' STANDARD NOTES: y s BBQ. I. COPYRIGHT 2024 MICHAEL K WICKS LAND SURVEYING ° U O 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A 3 UCENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 72C9, T 1 STY. r? SUB-DIVISION 2, OF NEW YORK .STATE EDUCATION IA'N. � o GATE FRAME N 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL � a N GARAGE ARE GENUINE TRUE AND CORRECT COPIES OF THE SURF EYOR'S ORIGINAL NIF ALEX=AIV"DRA PAPADOPOULOS, WORK AND OPINION. _L 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAPto d WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF c PRACTICE FOR LAND SURVE'fS ADOPTED BY THE NEW YORK STATE N MASONRY 16.0' ELEtVA 1%ACCARRO, � ASSOCIATION OF PROFFSStONAL LAND SURVEYORS, INC. THE CERTIFICATION 6 hI LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, T/' T�L TO THE TITLE COMPANY. TO THE GOVERNMENTAL AGENCY, AND TO THE All CCL l l�LE C'•1 V L��1,!T PT P' LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. N N i 1 L Ll1 1 1 L ^ ' S. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. o E� ti Cp�fL J 7�T ` o. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE Z �V &• THEODORE EI-1 D1� NOT ALWAYS KNOWN AND G EN !,fUST BE ESTIhSATED. IF ANY UNDERGROUND L3 1$•2' , PLAT W IMPROVEMENTS OR ENCROX HMEPtTS EXIST OR ARE SHOWN, THE d 13.2' 3 IMPROVEMENTS OR ENCROA HlAEPTTS ARE NOT COVERED BY THIS SURVEY. 48.1' 7. THE OFFSET (OR DIMEN CPiS1 SHOWN HEREON FROM THE STRUCTURES TO C THE PROPERTY LINES ARE OR 4 SPECIFIC PURPOSE AND USE AND THEREFORE (/� F-- ARE NOT INTEND TV; ERECTION OF FENCES, REIAINING WALLS, rr�,-, Z 1 POOLS, PAT OS„�t�NAJ10, E2S,.4�DITIONS TO BUILDINGS. AND ANY OTHER '^ vl W Story F � J TYPE�OF ONS�Tf2UCYIfi�N;( U0 Frame Residence N 3 #1150 > a� 48.1' MASONRY PLAT m C:'�.`}•�' , 3 U UJ o W Y COPIES OF jHfiS SURV,:I:MAP-SNOT BEARING THE LAND SURVEYOR'S INKED Z OR EMBOSSED;`SEAE ISHAL- 'NOT RECONSIDERED TO BE A VALID COPY. " in m . .. Cr) w w J =) CO MICHAEL K. WICKS, P.L.S. #50390PO 0 S J to tJ En 3 0" Qq MICHAEL K WICKS o N �00 LAND SURVEYING �i 15 FROWEIN RD — SUITE E2 85.12 CENTER MORICHES, NEW YORK 11934 10p5 3 Q 3�5. VOICE.• 631.874.0156 C) S�'6°09'40"W N87° L- www.wicksl¢ndsurveying.com o ° 10 p p„ RECORDS OF RICHARD C. DRAKE Of S76 09 40 W CL 100.00 W ti SURVEYED BY: DRAWN BY: SHEET: Y RUTH RD (J�0') 20' M.W. J.W.W. 1 OF 1 3 U ,i t Ill!!! APPR VED AS NOTED MIME* -y5 B.P.# FEE U BY NOTIFY BUILDING pEPARTMENTAT OCCUPANCY 0 631-765-1802 8AM TO 4PM FOR THE R FOLLOWING INSPECTIONS: USE IS UN 1. FOUNDATION-TWO REQUIRED LAWFUL FOR POURED CONCRETE WITHOUT CERTIFIC �°E 2. ROUGH-FRAMING&PLUMBING 3. INSULATION OF OCCUPANCy 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES NEW AS REQUIRED AND C NDITIONS OF Certification b OPOLD OWN ZBA May Be Required. OUTHO TOWN PLANNING BOARD SO LD TOWN TRUSTEES N.Y, ,DEC SO OLD HPC S HD ELECTRICAL INSPECTION REQUIRED EXISTING CELLAR ENTRANCE PLOT PLAN NOT TO SCALE E M 00--Z, '01-041 U) Z Lu < o 'T co U) 0 Lu M M k fY CD 4t 0 ci W (D 0 CD Sheet List AO.1 Cover Sheet AO.2 Notes C6 to AO.3 Notes AO.4 Notes A1.1 Footing and Foundation Plan A1.2 First Floor Plan 0 A2.1 Section A3.1 Details 0 L.P, I STY. GATE FRAHE TABLE R301.2(1) 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GsRFGGr. '1 in L0 C"! WIND DESIGN SUBJECT TO DAMAGE FROM ukSONW 64, > 0 CV GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN SNOW Special VVindbome DESIGN DESIGN UNDERLAYMENT S FREEZING ANNUAL LOAD wind debris CATEGORY Weathering Frostl' HAZARD Speed ropographic W depth Termite TEMP REQUIRED INDEX TEMP L, 16 (mph) effects region zone de h FLAI s C� _T 0 13.2 F- 0 MC 52.1 20 PSF 140 N/A NO YES B SEVERE 3-0- 11* YES x 1500 or HEAVY less Sto,ru U) 0 0 of )D.TO I Frame Residence For SI:1 pound per square foot=0,0479 kPa,I mile per hour=0.447 m/s. #1150 L K. General Notes 1. DESIGN COMPLIES WITH 2020 BUILDING CODE OF NEW YORK STATE UXSGNRf PLAT 2. All concrete work shall conform to the requirements and recommendations of ACI 318-14,ACI-332-14,ASTM C33/C33M-13 and ASTM C941C94M-15A. Slabs and steps exposed to freezing shall be 3,500 psi, all other 0 0 concrete to be 3,000 psi.All concrete shall be air entrained.Total air content shall be not less than 5%or more C:)(6 than 7%. Reinforcing steel shall conform to ASTM A-615/A-615M-2015aE1 grade 60. LA, CN 3. All electrical work must conform to NFPA 70-17. C? 0 4. All foundations shall rest on undisturbed soil of 1 ton/sq.ft. bearing capacity minimum. Contractor shall verify o g N 0 the level of acceptable bearing strata in the field. CO to C:) 1 5. All masonry work shall confrom to the requirements of ASTM C90-14, ASTM C91/91M-12, ASTM C145-85, C:) 85.12 , 305. ASTM C270-14A and ASCE/SEI 7-22. 1006 43.05. < > q ro"W .319 0 Z (0 6. All steel work shall conform to the requirements of AISI S100-16,AISI S220-15,AISI S230-15,AISI S240-15. S76'09'4 Z?7.10,00-Ily C:) Steel shall conform to ASTM A-36/A-36M-1 4. S76'09'40"W 100.00 �i C)7. Framing lumber to be hem-fir#2 and better unless noted otherwise. Decks and porch posts to be framed with RUT RD (501) pressure preservative treated southern yellow pine #2 and better unless noted otherwise. All lumber that comes in contact with concrete shall be ACID or equal. Fasteners for pressure treated wood, including nuts < C) I and washers,to be min.ASTM A653 Type G185 hot-dipped,zinc-coated,galvanized steel or stainless steel. 8. The Contractor shall verify all existing conditions and dimensions before starting construction and shall notify the Architect of any ambiguities or discrepancies before proceeding with the work. If any questions arise before or during construction as to the intent or details of the drawings, the Contractor shall notify the Architect Sheet No. for clarification and/or instructions. If the Contractor fails to follow the above procedure, he/she shall assume all responsibility for the consequences for his/her actions and/or decisions. A0.1 9. The owner shall arrange for supervision of the construction work to ensure compliance with the construction - of documents. 10. Written dimensions shall have precedence over scaled dimensions. 8 r "s GENERAL NOTES o 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND SHALL COMPLY WITH m PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS CHAPTER 14 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. U) WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION AND COMPLETION OF THE WORK. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, CANNOT BE USED FOR ANY OTHER MEANS. OSHA,AND THE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. w 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: AGGREGATE z 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE DRAWINGS.THIS GLAZING SHALL NOT BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREATO THE OUTDOORS SHALL w J SHALL NOT BE CONSTRUED TO MEAN THATANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEYARE BE 4%OF THE FLOOR AREA BEING VENTILATED. �_ ?� m MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY THE CODE. U) O❑ IT 25. ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.ANY UNSTABLE W 0 m 4. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR CLARIFICATION. SOIL/SUBSURFACE CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO 2 o °? THE CONTINUATION OF WORK. Q of m 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALLTRADES.ALL SLOTS, v SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. Q v 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC.(TEMPORARY AND/OR PERMANENT)AS REQUIRED 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE 2020 RESIDENTIAL CODE OF u FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. NEW YORK STATE: SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE ¢` IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT 7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1505.4.4: PROVIDE A INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE 2020 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES AND RESIDENTIAL CODE OF NEW YORK STATE. SPECIFICATIONS. 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK.ANY OMISSION IN THE 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT,ALIGNMENT,ETC.MOVE AND DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ACCORDANCE WITH ACCEPTED PRACTICE. RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS.THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION Ml305.1.3 OF THE 2020 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE CLOSEOUT OF THE RCONYS.VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE 2020 RCONYS: THE MINIMUM NET AREA OF VENTILATION CONSTRUCTION. OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. 11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MINIMUM 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE ARCHITECT PRIOR TO UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING.WHERE MECHANICAL CONTINUATION OF THE WORK. LO EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE 2020 RCONYS. cn Q 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE&RESCUE 12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS AND MATERIAL OPENING AS PER SECTION R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL o c` SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. HAVE A SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. z ci 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BOARD OF FIRE 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOR ALL HAZARDOUS AREAS o UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO FINAL PAYMENT. DEFINED UNDER SECTION R308.4 OF THE 2020 RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. m o An 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. U) ❑ ❑ tr 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK.SITE TO BE KEPT IN BROOM CLEAN CONDITION THROUGHOUT ALL PHASES OF WORK. 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICALAND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN ATOP STORYAND THE ROOF SPACE AS PER SECTION R602.8 OF THE 2020 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. RESIDENTIAL CODE OF NEW YORK STATE.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE 2020 RCONYS. 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: OPENINGS 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINALACCEPTANCE BY OWNER. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM O 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY CONSERVATION CODE OF NEW THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEELAND SHALL HAVE NO OPENINGS INTO THE GARAGE. p YORK STATE AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION (p ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESISTANCE RATING.WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE 04 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM O RESPONSIBILITY OF THE GENERAL CONTRACTOR. BOARD.OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED CV CD o BY VERTICAL SEPARATIONS. LO 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN OR o CONSTRUCTION OF THE WORK. 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 0 O' Q O 40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. 0 z �p O' O 41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. Y `- = U o co o LO F~- U T Q � � F a cn Sheet No. A0.2 - of - 8 1 � CARPENTRY&LUMBER CONCRETE WORK \y��s. w 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.LUMBER IS TO BE FURNISHED I. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ETC.,REQUIRED TO COMPLETE THE JOB. AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.CONCRETE SLABS ON GRADE TO BE E ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS, REINFORCED WITH W.W.F.6x6-10/10. =° CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUSTALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60.REINFORCEMENT ADEQUATE NUMBERAND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. MESH SHALL CONFORM TO ASTM A185 AND A82. 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE INDICATED OR 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST U) uj -�, z SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUALAND/OR SHOWN ON ACCOMPANYING STRUCTURAL ACI BUILDING CODE,ACI 318 AND ACI 315. CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON DETAILS. LLI -j M 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. '3; 'm Lu cl°i m 00 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE AND SHALL MEET THE REQUIREMENTS OF THE 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 36"BELOW LLI 0 IT � 1 LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN FINISHED GRADE. o PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK AND ALL WALL PLYWOOD TO BE 1/2"THICK. Q m m 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. i' v 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE PRESSURE TREATED TO DEFINITE 0 Q RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 FOR WATER-BOURNE PRESERVATIVE TREATMENT. r 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL CALCULATIONS AND MASONRY < DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE SUBMITTED FOR REVIEW. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING.SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1000 HAS BEEN NAILED. PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRYASTM C-270 AND SHALL BE TYPE S MORTAR.ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE FOUNDATION 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD.5/8"THICK FIRECODE AND FOOTING AS SHOWN ON DRAWINGS. GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE.5/8"THICK MOISTURE RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METALAPPROVED BY THE ARCHITECT. USED IN BATHROOMS. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH 15#ASPHALT SATURATED ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI BUILDING CODE 8'VERTICALLY IN AN APPROVED MANOR. REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR.TOOLED JOINTS AS DIRECTED BY ARCHITECT. 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER SECTIONS R602.8AND 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED AND LO N R1001.12 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. ai 00 QQ N 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15.INSULATION IN ROOF CEILINGS SHALL BE 7. FURNISH AND INSTALL MASONRY VENEER METALTIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 SQUARE Z Q r FIBERGLASS BATTS EQUAL TO TRADE TERM R-30.INSULATION AT LIVING SPACE ABOVE GARAGE TO BE R-30.COMMON WALLS ATATTACHED UNITS INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. bi SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE.ALL INSULATION TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. � T � 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: THE MAXIMUM RISER {= m o HEIGHT SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL NOT BE STRUCTURAL STEEL .0 LESS THEN 36"IN CLEAR WIDTH ATALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHTAND BELOW THE REQUIRED HEADROOM HEIGHT. ) o o HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAYAND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY ATAND 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATION. 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF MANUFACTURERS,AND IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,INCLUDING THE FOLLOWING: 3. SHOPAND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND A307 A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE,PLUMB,AND LEVELALL MEMBERS AND SECURE WITH BOLTS WITH LOCK WASHERS. SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. B.PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING,DRYWALL,ETC...FORM 4. PAINTALL STEEL WITH ONE SHOP COAT OF RUST INHIBITIVE PAINTAND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. p SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO 8D NAILS AT EACH END. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. p C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND ATALL VENT AND MECHANICAL OPENINGS TWO FEET p OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BYARCHITECT 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BYA CERTIFIED WELDER IN COMPLIANCE WITH THEAMERICAN WELDING N D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND SPIKED SECURELY SOCIETY'S STANDARD QUALIFICATION PROCEDURE. p UNLESS SUPPORTED ON A WALL OR GIRDER. O E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE RECOMMENDED NAILING 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED ON N o SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: DRAWINGS. LO o 1.STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. 0 O 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. Q } p 3.FRAMING TO SUIT WORK OF OTHER TRADES. FINISHES 0 z CD 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. 0� p 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL PRIOR Y F.SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C.ALONG SUPPORTED EDGES TO INSTALLATION. ; p0 AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR p SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED AND a - G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHTANGLES TO SUPPORTS.LOCATE END JOINTS OVER SUPPORTS AND STAGGER SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS SPACKLED Q p ~ JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS IS 24"O.C. SMOOTH. Z LO Q H.FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPORTING SURFACE. E r- 2 v 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD.BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND o 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL OVER SUBFLOOR. CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL HAVE WONDER FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF 3/4"PLYWOOD SUBFLOOR. BOARD INSTALLED. Sheet No. 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH ATARPAULIN OR HEAVY GAUGE PLASTIC. 4. PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING.PROVIDE SAME O. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT,DRYAREA.THE SAME PROTECTION SHALL BE PROVIDED ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. A DURING SHIPPING OR INSTALLATION. - of - 8 MOISTURE PROTECTION SITE WORK sog 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12'OF GRADE WITH THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BYA LAYER OF ASPHALT-SATURATED MESH. 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. E sy�abw t st" m 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BEA RUBBERIZED ASPHALT INTEGRALLY BONDED TO 2. CONTRACTOR MAY BACKFILLAGAINST FOUNDATION WALLS ONLYAFTER SEVEN DAYS OF CONCRETE CURE TIME USING PROPER U) POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE WATERPROOFING. COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. (p 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS SHOWN ON DRAWINGS.ENCOUNTERED SOIL TO BE UNDISTURBED,VIRGIN SOIL W 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE 2020 RESIDENTIAL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. W Q CODE OF NEW YORK STATE, 2i J co 4. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES SHALL 2 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS INCLUDING ALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER,SUBJECT TO (n 0 O 5 INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER ROOF FIELD ADJUSTMENT.STORAGE OF CONSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE SHALL BE NO FUEL LLJ 04 co PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING AT DOORS STORAGE IN VICINITY OF TREE BARRIERS. CD O AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED.BLIND FLASH WITH APPROVED Q CID MATERIALS AT ALL INTERSECTING ROOF JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY, 5. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB.INTERIOR SLABS ON GRADE U MASONRY,AND ROOFING TRADES. TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Q v 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS.UNITS TO BE 6. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICALTO TWO HORIZONTALAS SHOWN ON DRAWINGS OR WHERE ALIGNED WITH SLOPING ROOF TRUSSES. ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. 6. CAULK AND SEAL WITH APPROVED MATERIALALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR ATALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. FIRE DEPARTMENT NOTES ELECTRICAL 1. LOCATE FIRE EXTINGUISHERS AND CABINETS AS INDICATED ON THE PLANS AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2, PROVIDE EXIT SIGN WITH 6"LETTERS OVER REQUIRED EXITS,WHERE SHOWN ON DRAWINGS,AND ADDITIONAL SIGNS AS AND WITH THE NYS ENERGY CODE.REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR,CONNECT EXIT SIGNS TO BATTERY 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS,AND ALL AND EMERGENCY POWER CIRCUITS.COMPLY WITH BUILDING CODES. STATE AND LOCAL STANDARDS. 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL.COMPLY WITH BUILDING CODES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. 4. MAINTAIN AISLES AT LEAST 44"WIDE AT PUBLIC AREAS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.ALL NEW DOORS SHALL HAVE APPROVED LEVER 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER,INSTALLED IN HANDLES. N U STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. lu 6. DOORS OPENING INTO REQUIRED 1-HOUR,FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP p Q N 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC.TO PROVIDE COMPLETE INSTALLATION. ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF-CLOSING. Z Q 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. 7. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING,SMOKE AND DRAFT CONTROLLED. m 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE;OUTLETS 12"AFF AND SWITCHES 42"AFF. 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. F m o 9. LABEL PANEL BOARD OF ALL CIRCUITS. 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: N Y .tll A.CLASS I,FLAME SPREAD 0-25,SMOKE DENSITY 150,FOR MATERIALS INSTALLED IN VERTICAL EXITS. 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC.TO AVOID CONFLICT. B.CLASS II,FLAME SPREAD 26-75,SMOKE DENSITY 300,FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C.CLASS III,FLAME SPREAD 76-200,SMOKE DENSITY 450,FOR MATERIALS INSTALLED IN ANY OTHER LOCATIONS. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS. 10. DECORATIONS(CURTAINS,DRAPES,SHADES,HANGINGS,ETC.)SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. 11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. HEATING &COOLING O 12. STORAGE,DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,FLAMMABLE GAS AND HAZARDOUS O 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. O 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. C) 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. 14. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/LIFE SAFETY SYSTEM. CV CD SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION,AND OBTAIN APPROVAL LLO 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PRIOR TO INSTALLATION. O O 15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48"ABOVE THE LEVEL OF THE FLOOR,WORKING PLATFORM,GROUND Q } O SURFACE OR SIDEWALK. O Z 00 0_' PLUMBING 16. EMERGENCY WARNINGS SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED.FLASHING VISUAL WARNING Y SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. = U O H 1. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. p 17. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BYAN APPROVED CENTRAL,PROPRIETARY OR REMOTE STATION 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE NEW YORK SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNALAT A CONSTANTLY ATTENDED LOCATION. ¢ p` STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 18. ALL FIRE EXTINGUISHERS AND CABINETS TO MATCH EXISTING.PROVIDE SEMI-RECESSED CABINETS WHERE WALL IS NOT THICK °U' 3. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE ENOUGH TO RECEIVE FULLY RECESSED CABINETS. a INSTALLATION. 4. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. Sheet No. 5. INSULATE ALL WATER PIPING. AO.4 6. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC.TO PROVIDE COMPLETE INSTALLATION. Of 8 h m 2 m A2.1 Cl) ---------- ------------------------- _ I VJ I � z IC J M _ _ I O O M W 'CID, m to oho UP I T-0" g o I T-0" I Q U Q cu V 19'-7" U) I o w I � I w I uP I `° o::: I co I "' --==------------------============= —-------=—=—_N� = iI N I I 1 _ I T-0" N 00 A2.1 N ii ¢ i c m o I cn N O w I t 2 [0 U7 co C 0 c w I 46'-9" . I I Iv I I o I _ I O y _ I o I - _ I N O LO 0') O � � O 4'-0" 48'-1" O z q � Y � N ' m F- O 2O- ua� 10onPlan <� le: 1/4" ' " a co Sheet No. A1 .1 — of - 8 o 48-1 _ E c0 U) W :Ell5'-0" W Z coJ U) cD 0 'clo, i WwCL "5'- 77 1 DO - .. : U Ff 7fO O w :E Ot7 - o � o DIN ISLAND Oo Q N ti O °° 5'-0" S CL ► LL w � C N d O O S � O N LL. N 5_ Q N LL Q I� CL cu O S F- m o 6 3 An CD i o o `.' CL 23'-4" w 12'-3" 8'-8" o0 0 CL N 0 0 N O L � O !] O Q O 0 Z O Y � U o HCD M tFloorPlan Q O: 1/4" = 1'-0, a cn Sheet No. A1 .2 of s HANDRAILS 1. R311.7.8 Handrails a 36" HIGH METAL RAILING Handrails shall be provided on not less than one side of each flight of stairs with four E or more risers. Un HANDRAIL 2. R311.7.8.1 Height Handrail height, measured vertically from the sloped plane adjoining the tread nosing, C/) Q or finish surface of ramp slope,shall be not less than 34 inches(864 mm)and not z M 8" POURED CONCRETE FOUNDATION more than 38 inches (965 mm). � m WALL REINF.w/#4 VERT. BARS @ 48" O.C. C1 o co GRADE ON 18"x12"POURED CONCRETE Exceptions: LLI m co FOOTING REINF.w/(2)#5 REBAR ON 1.The use of a volute,turnout or starting easing shall be allowed over the lowest o v �' 0co UNDIST. SOIL BELOW GRADE. tread. - 2. Where handrail fittings or bendings are used to provide continuous transition Q between flights,transitions at winder treads,the transition from handrail to guard, or POURED 4"DRAIN used at the start of a flight,the handrail height at the fittings or bendings shall be iE CONCRETE STEPS o permitted to exceed 38 inches(956 mm). 3" RIGID INSULATION 9;v I _ 4" P.C.SLAB LANDING 3. R311.7.8.2 Handrail Projection w/DRAINAGE Handrails shall not project more than 41/2 inches(114 mm)on either side of the stairway. 0 _ CY) Exception:Where nosings of landings,floors or passing flights project into _ 4" RAISED LEDGE the stairway reducing the clearance at passing handrails, handrails shall project not more than 61/2 inches(165 mm)into the stairway, provided that the stair width rom000mo and handrail clearance are not reduced to less than that required. com000mo '_ mm000mo 4. R311.7.8.3 Handrail Clearance Handrails adjacent to a wall shall have a space of not less than 11/2 inches (38 mm) between the wall and the handrails. �,....,�,.�z...,..,,_.�.,..-. 2'x2' DEEP DRY WELL w/12"CLEAN GRAVEL 5. R311.7.8.4 Continuity o N ON ALL SIDES Handrails shall be continuous for the full length of the flight,from a point directly 00 above the top riser of the flight to a point directly above the lowest riser of in ¢ r� ctionthe flight. Handrail ends shall be returned or shall terminate in newel posts or safetyterminals.&s�e ale- 1T = 1'-0" m o Exceptions: a) 3 w M 1. Handrail continuity shall be permitted to be interrupted by a newel post at a turn s E in a flight with winders, at a landing, or over the lowest tread. U) 2. A volute,turnout or starting easing shall be allowed to terminate over the lowest tread. MEANS OF EGRESS 6. R311.7.8.5 Grip Size Required handrails shall be of one of the following types or provide equivalent graspability. o 1. R311.1 Means of Egress 3. R311.3 Floors and Landings at Exterior Doors o Dwellings shall be provided with a means of egress in accordance with There shall be a landing or floor on each side of each exterior door.The 1. Type I. Handrails with a circular cross section shall have an outside diameter of o not less than 1114 inches(32 mm)and not greater than 2 inches(51 mm). If � this section.The means of egress shall provide a continuous and width of each landing shall be not less than the door served. Landings N unobstructed path of vertical and horizontal egress travel from all shall have a dimension of not less than 36 inches(914 mm)measured the handrail is not circular, it shall have a perimeter of not less than 4 inches(102 0 mm)and not greater than 61/4 inches (160 mm)and a cross section of not more than N o portions of the dwelling to the required egress door without requiring in the direction of travel.The slope at exterior landings shall not o travel through a garage.The required egress door shall open directly exceed 1/4 unit vertical in 12 units horizontal (2 percent). 21/4 inches (57 mm). Edges shall have a radius of not less than 0.01 inch(0.25 mm). LID L6 rn o into a public way or to a yard or court that opens to a public way. 2. Type II. Handrails with a perimeter greater than 61/4 inches(160 mm)shall have o Exception: Exterior balconies less than 60 square feet(5.6 m2)and a graspable finger recess area on both sides of the profile.The finger recess shall Q } o 2. R311.2 Egress Door only accessed from a door are permitted to have a landing that is less begin within 3/4 inch (19 mm) measured vertically from the tallest portion of the profile C Z o Not less than one egress door shall be provided for each dwelling unit. than 36 inches (914 mm)measured in the direction of travel. and have a depth of not less than 5/16 inch (8 mm)within 7/8 inch (22 mm)below the = Y r widest portion of thero The egress door shall be side-hinged, and shall provide a clear width of profile.This required depth shall continue for not less N F o not less than 32 inches (813 mm)where measured between the face of than 3/8 inch (10 mm)to a level that is not less than 13/4 inches(45 mm)below the ; o the door and the stop,with the door open 90 degrees (1.57 rad).The tallest portion of the profile.The width of the handrail above the recess shall be not ¢ o F- clear height of the door opening shall be not less than 78 inches(1981 less than 11/4 inches(32 mm)and not more than 23/4 inches(70 mm). Edges shall . '0 ~Q mm)in height measured from the top of the threshold to the bottom of have a radius of not less than 0.01 inch (0.25 mm). A) the stop. Other doors shall not be required to comply with these ° minimum dimensions. Egress doors shall be readily openable from Sheet No. inside the dwelling without the use of a key or special knowledge or effort. A2.1 of 8 • ?��p�s* ado � BASEMENT EGRESS WINDOW WELL NOTES "o R310.2.3 EMERGENCY EGRESS WINDOW WELLS 1. R310.2.3 Window Wells E The horizontal area of the window well shall be not less than 9 square feet(0.9 m2),with a cc n horizontal projection and width of not less than 36 inches(914 mm).The area of the window 3"min projection 6"max encroachment well shall allow the emergency escape and rescue opening to be fully opened. .- ------- Exception:The ladder or steps required by Section R310.2.3.1 shall be permitted to = rq encroach not more than 6 inches(152 mm)into the required dimensions of the window well. z inside width W J M 2. R310.2.3.1 Ladder and Steps Depth to {� - .. 36' If depth Is greater Window wells with a vertical depth greater than 44 inches 1118 mm shall beequipped with MIN 9SF min than 44",a ladder °m 00 P 9 ( ) WINDOW WELL per R310.2.3.1 is Permanently fixed W to t0 a permanently affixed ladder or steps usable with the window in the fully open position. required ladder or steps o C0 Ladders or steps required by this section shall not be required to comply with Section E 36 min _ Q # of to R311.7. Ladders or rungs shall have an inside width of not less than 12 inches (305 mm), shall project not less than 3 inches(76 mm)from the wall and shall be spaced not more than ma �? 18 inches (457 mm)on center vertically for the full height of the window well. 3'Min projection Q 3. R310.2.3.2 Drainage The area of the window well shall 16^ allow the emergency escape and max Window wells shall be designed for proper drainage b connecting to the building's rescue opening to be full opened 9 P P 9 Y 9 91 y foundation drainage system required by Section R405.1 or by an approved alternative 4a" R .: ; method. max Exception:A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with the United Soil Drain connected to foundation drainage 3 system,approved alternate method or by Classification System, Group I Soils, as detailed in Table R405.1. R310.2.3.2 Exception to R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS Ln 00 Operational from inside without key or Q Q r tool.Window opening control devices shall comply with ASTM F2090 ui MIN HEIGHTIWIDTH FOR 15 • -------• EACH AREA CONDITION a1 •• 0 s.z sF@wwoaws Aav ssF GRADE Fu>DR F-' m O GRADEHL RGPENINGG OPENING50RD0_0I0VG1A •2 MIN WIDTH HEIGHT WIDTH HEIGHT lu D) 20'min 24' of AREA Min 20 41.1 20 36 min height 21 39.1 21 343 -width 22 37.3 22 32.7 23 353 23 31.3 . 24 34.2 24 30.0 25 32.9 25 28.8 Fl ,..-LL, 26 31.6 26 27.7 .. -------------------- 27 30.4 27 26.7 DISTANCETO ADJACENT EXTERIOR GRADE 28 29.3 28 25.7 <44"=Grade Floor openings 44"max to 29 28.3 29 24.9 >44"=Above grade floor openings Finish Floor 30 27.4 30 24.0 O 32 25O 31 2. 0 FlNISH FIDOR .7 ' 33 24.9 ES MOR GRADE 34 24.2 3s 24.0 N 36 24.0 9 -width-1 24,• 37 24.0 The 24'min vertical o MtN AREA min 38 24.0 dimension controls N o MINIMUM OPENING DIMENSIONS 39 24.0 where shaded yellow �j Dimensions are to the net clear opening 24 u - o 20 (daylight) Q OI Rough opening size is larger than min Q o height and width of required opening size O Z CD Y o N t ' = U o to = o to a L0 d rn Sheet No. A3.1 of 8 a GENERAL NOTES F. el t. CONTRACfORBSHALLVERIFYALLJOBANDF0.0 COtMMONSAFFECTINGALLWORKANDOBTANALLDIMENSIONS 701NSURE THE 22. THE LAYOUT OF THE HEATNG&COOLING SYSTEMS.TO BE DESIGNED BY THE APPROPRIATESUBIONTRAOIORS.AND SHALLCOMPLYWITH PROPER STRENGTH,FIT,ANO LOCATION OF WORK.REPORT.IN WRITING.TOTHEARCHITRCTAND ENGINEERANYANDALLCONDITIONS CHAPTER 14 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION AND COMPLETION OF THE WORK. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCFRTTECTAND 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE 20M RESIDENTIAL CODE OF NEW YORK STATE. CANNOT BE USED FOR ANY OTHER MEANS. OSHA,AND THE,LOCALTOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 2/. ALLRABRABLE AREAS 8HALLBE VENTED AS PER SECTION R303.1 OF THE 2020 RESIDENTIAL CODE OF NEW YCLO(STA7E:AGGREGATE C' 3. ALLREOUNEMKIMSPECIFIED IN THE CODE SHALL BE ADHERED TORS WTHEYWERE CALLED FOR OR SHOWN,ON THE DRAWINGS,THIS GLAZING SHALLNOTSE LIES THIN 8%OF THE FLOORARFAS OF SUCH ROOMS&THE MINIMALOPENABLEAREAT07HE OUTDOORS SHALL W SHALL NOT BE CONSTRIEDTO MEANTHATAM REQUIREMENTS SET FORM ONTHE DRAWINGS MAYBE MODIFIED BECAUSE THEYARE BE4%OF THE FLOORAREASEINGVEN ILA7ED. MORE STRINGENTTHANTHE CODE REQUIREMENTS OR BECAUSE THEYARE NOT SPECIFICALLY REQUIRED SY7HE CODE. N 20. ASSURE A8014BEARING CAPACITY OPiTON AS PFRYABLE R401 Al OF THE 2020 RESDENTALCOOE OF NEW YOWLSTA7E.ANY UNSTABLE W 4. DO NOT SCALE THE ORAWINGB.ANY DISCREPANCIES SHALL BE REPORTED,N WRITING,107NEARCHITECT FOR CLARIFICATION THEJSUBSURFAQE CONDITIONS OF WORK WHICH MYAFFECTTIIE STABILITY OF THE STRUCTURE SHALL BE REPORTLDTD 7HEARCHITEC7 PRIORTOCONTINLIATIO Q & GENER/LLCONTRACIOR 8HALL000HDINATE FOR EASEAND RAPIDITY OF CONSTRUCTION THE WORK OFALLTRADES.ALLOTS, SLEEVES,ANDIOR OTHER OPENINGSTO BE COORDINATEDAND SET BEFORE POURING CONCRETE 28. FINISH ROOFING SWILLCOMPLYWITH THE MINIMUM STANDARDS OF R902.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORKSTA'TE. a� 0. CONTRACTOREHALLPROVIDEALLTHE NECESSARY SUPPORT.SPACING,SHORING,ETC.(TEMPORARYANDIOR PERMANENT)AS REQUIRED 27. SMOKE DETECTORS SHALL BE INSTALLEDAS PERTHE MINIMUM REQUIREMENTS OF SECTION R314 OF THE 2020 RESIDENTIAL CODE OF FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION NEW PORK STATE:SMOKEAL ARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPINGAREAINTHE IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL S70RYOF THE OWEW NG,INCLUDING SA8EMFMSACELLARS,BUT NOT 7. ALLSAIMOOMSAND POWDER ROOMS WITHOUT NATURALVENTILATIONTO BE VENTED AS PERTABLE M1000.4A:PROVIDEA INCLUDINGCRAWLSPACEBANDUNINHABfTABLEATnM, - SWRCHI'ANTROLLED FJOAUSTFAN WTTHACATACITY OF ID CFM INTERMITTENT OR 20 QFMCONTINUOU& 28. BUILDING STRUCTURAL MA TERIALS ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R3170F THE 2p2p 8. REFER TO STRUCTURAL.MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES AND RESIDENTIAL CODE OF NEW YORK STATE. SPECIFICATIONS. 28. THE INTENT N DOES CONTRACT TRELIE ETHECDOCUMENTS NTRACTO INCLUDE IVERIN FOR THETLETED COLICLT IAA CF THEORDA WORK ANY OMISSION PRACnTHE. 8. MATCH ALL IX1871NG CONWTONBASTHEY REJA7ETO FINISHES.LIGHTING.COURSING.DIMENSIONS,HEIOFFY,ALIGNMENT,ETC.MOVE AND DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF OELNERINGACOMPLELED PR0.18CT IN ACCORDANCEWITH ACCEPTED PRACTICE RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING REVIBFDTO PROVDEACOMPLIETE JOB IN ALL RESPECT& 30, THE OWNER AND ARCHITECT HAVE THE AUTHORRY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS.THE CONTRACTOR SHALL CORRECTN.L WORK REJECTED AT NO ADDITIONAL COST. 10, PROVIDE A MIND"I3'K2A'ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE WHERE MECHANICAL EQUIPMENT 18 LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE 2020 31. THE CONTRACTOR 18 OBLIGATED TO COMPLETE ALL HERE AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE CLOSEOUT OF THE RCONYS.VENRLATEALLCRAWLSPACES ASPER SECTION PA082 OF THE 2020 RCONYS:THEMINIMUMNETAREAOFVENTIUTION CONSTRUCTION. OPENINGS SHALLNOTRE LESS THAN 1 SF.FOR FACII 130 SR OF UNDER FLOOR SPACEAREA ONE SUCH VENTLA7ING OPENING SHALL BE WTHN 38'OF EACH CORNER OF THE BUILDING. 32. 4HALLNOT BE SHALL RESPONSIBLE NTTHEPERFORMANCEOFTHEWORKOF THERAC OENERALCONTRACTOR OR SUBCONTRACTORS NOR SHALLHElSHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. IT: PROVIDE ATTIC ACCESS AS PER SECTION RECTA OFTHE 2D20 RESIDENTIAL CODE OF MW YORK STATE ATTIC ACCESS OPENINGS SHALL CONTRACTOR NOT BE LESS THAN 22'X 3V AND SHALL BE LOCATED INA UNOBSTRUCTED HffADROOM INTHEATTC SPACE SIALLBE PROVI OR OTHER DED®SOME R P�OINTA�BOn�iT1EACCESS OPENING.WHERE MECHANIGLL 33. CO NUAION OFTHE WORK OR EQUIPMENT CHARACTER OFTHE DETAILS HE SHALL NOTIFYTHEARCHTECTPR10RT0 EQUIPMENT IS LOCATED IN THEATTIC.PROVIDE ACCESSAS PER SECTION M130&12 OF THE 2020 ROOM. 34. BASEMENTS WITH HABITABLE SPACE EVERY SLEEPING ROOM SHALL NAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE&RESCUE 12, REQUEST FOR FINAL PAYMENT MST BEACCOMPANIED WITH AWAIVER OFLEW,SIGNED BYALL SUBCONTRACTORS AND MATERAL OPENING AS PER SECTION R310 OF THE 2D20 RESIDENTIAL CODE OF NEW YORK STATEEMERGENCY ESCAPE&RESCUE OPENINGS WALL ? SUPPLIED,IN ADDITION70THE GENERAL CONTRACTOR. HAVE AS&L HEIGHT OF NOT MORE THAN 44'ASOVE THE FLOOR AND SHALLHAVE AMINIMUM NET CLEAN OPENING OF S SQUARE FEET. I& ALLELECTRICALWORK SHALL CONFORM TO RULESAKE)REGULA71ONS OF THE NATIONAL CODE AND NEW YORK STATE BOARD OF FIRE 33. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE 2020 RESIDENII&CODE OF NEW YORK STATE FOR ALL HAZARDOUS AREAS UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMTITEDTOTHE OWNER PRIORTO FINAL PAYMENT. DEFINED UNDERSECTION R308A OFTHE 2020 RCONYS:ALL GLASS LESS THAN IB'ASOVETHE FLOOR SHALLBEIEMPERED. 14. ALLMATERIALBHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. 31. INSTALLATION,LOCATIONAND VENTILATION OFALLMECHANICAL SYSTEMS SHALLCOMPLY WITH CHAPTER 13 OFTHE 2020 RESIDENTIAL �f CODE OF NEW PORK STALE, a Is. REMOVEALLRUBBISHAND DEBRIS RESULTING FROM WORK SITE TO HEKEPTIN BROOM CLEAN CONDITION THROUGHOUTALL PHASES OF�. CODEOFIREBLO NEWKING ORSHIAK STATE. PR0YlOEDTO CUT OFFALL CONCEALED DRAFTOPENINGS(BOTH VEW(CALANO HORIZONTAL)AND TO FORMA, WORK. EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEENATOP STORYANDTHE ROOF SPACEAS PER SECTION RMA OF THE 2020 IS. THEARCHTTEM HAS NOT BEEN RETAINED FOR CONSTRUCTIONAOMINISTRATIONOR KAUWE]AEA. RESIDENTIAL COS OF NEWYORK STATE.MASONRY CHIMNEYS AND FIREPLACES SHALL COAPI.YWTH SECTION R10010F THE 2020 RCOM EL 17. PROVIDE OWNER V T14ALLNECESSARY CERTIFICATES OF INSURANCE. 38. GARAGE FIRE SEPARATIONS6HALL GAMELY SHALL LBE EQTIONR308 H THE ZONORESIDENTALCOOORASSE YORKSTATE: WITH tB. GUARANTEE IN yYRITIHOALLVbWtMANSHIPANO MATERIALS FORAPERIOD OF ONE YEAR FROM FROM FNALACCEPTANCE BY OWNER SEIWEENTHE GARAGEANDSINTHE GARAGEBEEQUIPPEDWET A45-MINUTE EWALE-ANDCDOORASSEMBLYNG THE DWELLING A 10. THESE PUNS HAVE SEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2D20 ENERGY CONSERVATION CODE OF NEW THE GARAGE SNAIL BE CUCTSINTHE OFAGINIMUMAND NUB ER 26GAGESHEWALLLAND SHLIN0.48EPOOPEONGS INTO TH GFROM o THERERAGESHALLARE USED EARATE VN TICALL MBER28(AGE GARAGE FROM AND OR NO OPENINGS INTO THE GARAGE. p YORK BTA7EANDTHE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERELY SHALL 314 HTOSEPARATEVERTCI RATING. WHEREDGARAGEFROMATNVEWNG IS ITSATTIC,THEPARTITION 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVALFROMTHEARCHITECT SHALL BE THE ASSEMBLY SHALLNCE FIT NOUN FSUCHCONSTRERATNSHALL BE PROTECTED WITH O UWr SEDHICKTY To RATEIHEGARAOE N RESPONSIBILITY OF THE GENERAL CONTRACTOR. FROM.O RESIDENCE OFRSATTC,SUCH CONSTRUCTION SHALLBE P R ITTED EXCEPT TW ONE LAYER OFRESIDENCE IS THICK ERVVI GYPSUM CY BOJURNS.OPENNQ9INHDRI7AMILL.BFPARAT1ON98HALL NOT BE PERMRTEDEKCET'TWHERE THE RE81DENCEIS OTHERN75E PROTECTED p 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN OR BY VERTICAL SEPARATIONS. Uq> CONSTRUCTION OF THE WORK. 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R3W OF THE 2020RESIDENTIAL CODE OF NEW YORK STATE d 40, PROVIDES NLPOLYE7NYLENEV BARRIER UNDER CONCRETE SUBS. Q p 41. ALL WORK SHALL COMPLY WITH NEWYORK�FIRE PREVENTION AND BUILDING CODE, U ' iu � �s , . >, Sheet NO. J A N 2 0 2026 ao.2 a CARPENTRY&LUMBER CONCRETE WORK 1, ALLLUMBFRAND CONNECTIONS SHALL BE IN ACCORD WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,LUMBER IS TO BE FURNISHED 1. ALL CONCRETE SHALL BE AIR-ENiRANED STONE CONCRETE(MIN.3M PSI CONC,FOR EXfERIDR STAI (CELIARFNTRANCE) AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING.BRIDGING,SADDLES,HANGERS.ETC.,REQUIRED TO COMPLETE THE JOB. AND SHALL DEVELOPAMIN&OXMTOTALCUTRESSWE STRENGTH AT 28 DAYS OF 3DOO PSI.CONCRETE SLABS ON ORADETO BE ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL SE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS, REINFORCED WITH W.W.F.S&ITIM0. CONNECTOR&BRIDGING,AND OTTER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED INACCORDANCE WITH THE 202D RESIDENTIAL CODE OP NEW YORK STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED.THEY SHALL BE FURNISHED N 2. ROD REINFORCEMFArSNIUL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TOASTM AOI 540.REINFORCEMENT ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. MESH SKALLCONFORM TO AMM AIBSAND A82. 2. ALL STRUCTURAL FRAMING UMBER SHILL BEA2 OR BETTER HEM-FIR,FB-850 PSIAND E-1,300,000 PSI UTYESS OTHERWISE INDICATED OR 3. DETABSAND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MARALANDIOR SHOWN ON ACCOMPANYING STRUCTURAL ACI BUILDING CODE,AC1318 AND ACI 313. CALCULATIONS.ALL HEADERS SHALL BE HELWR.FB=M PSI UNLESS OTHERWISE SHOWN ON DETAILS. 4, FOUNDATION WALLSAND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. � 3. ALL ROOF AND WAIL PLYWOOD PANELS SHALL BE EXTERIOR COX GRADE WITH EXTERIOR GLUE AND SHALL MEET THE REQUIREMENTS OFTHE LNU LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN S. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING OWE ALL EXTERIOR FOOTINGS TO BEAMINIMUM OF30'BELOW PLYWOOD ASSOCATION.ALL ROOF PLYWOOD 10 BE SIB'THICK AND ALL WALL PLYWOOD TO BE 1?THICK FINISHED GRADE. 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY.CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE PRESSURE TREATED TO DEFINITE & AB MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CEUAR SLABS ON GRADE. RETENTION AND PENETRATIONS IN ACCORDANCE WITH THEAWFASTANDARDS Cl AND C2 FOR WATER410U M PRESERVATIVE TREATMENT: 6. WHERE TRUSS RAFTERS.ROOF TRUSSES.GIRDER TRUSSES.AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL CALCULATIONS AND MASONRY 22 DETAIL DESIGNS PREPARED AND SEALED BYA NEW YORK STATE PROFESSIONAL ENGINEER MUST BESUBWITTED FOR REVIEW. 8. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS 09-0'O.C.MAXIMUM SPACING.SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OFASTM C30AND SHALL BE HOLLOW, HAS BEEN NAILED. LOAD-REMW CONCRETE BLOCK GRADE N.ALL MASONRY UNITS SHALL HAVE AMNMUM COMPRESSIVE STRENGTH OF 1000 PSI.MORTAR SHALLCONFORMTOTHE SFEJPICATIONS FOR MORTAR,FOR UNITMASOSIYASTM C4MAND SHALL BE TYPES 7. ALLCARPEWTRYMATERIALSTO BE INSTALLEDAS PER MANUFACTURERS RECOMMENDATDNSANDSPECFICATIONS. MORTAR,ALLMASONRYWALLBANDCORNERSTOSEPROPERLYBODED. B. ALLINTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH I?THICK GYPSUM WALLBOARD.5WTHU FIRECODE 2. COMMON FIEWALLS BEIWEENATTACHED HOUSING UNITSTO BE WCONCRETEBLOCKCNAPOUREOCONCRETE FOUNDATION GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE.SWTHICK MOISTURE RESISTENT GYPSUM WALLBOARD SHALL BE USED AND FOOTINGAB SHOWN ON DRAWINGS. ON ALL BATHROOM WALLSAND CEILINGS.WONDER BOARD SHALL BEUSED ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS, 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NONCORR08NETRUSS-TYPE METALAPPROVED BY THE ARCHITECT, HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND COURSE. S. ALL EXTERIOR WALLSTO BE 2XII WOOD SUDS UNLESS NOTED OTHERWISE®HP Or-WITH 12'PLYWOOD COVERED WITH 160ASPHALT SATURATED VERTICAL SPACING OF REINFORCING MUST NOT EXCEED IB'.WAILS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY FELT OR OTHER APPROVED EQUILL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO SE ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. CONSTRUCTED SO THATA STUD IS LOCATEDATTHE BEARING POINT OF EACH WOOD TRUSS OR JOIST. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING SAND SET IN FULL MORTAR BEDDING. 11. WOOD STUD WALLS AN AOR PPROVED KIR EXCEEDING IONHEIRXRT SHALL HAVE BTUDSBRI[%HED ORAOEWATELY BRACED AT INTERVALS NOT EXCEEDING B'VERRCALLY INARAP(PROVED MANOR. 6. ALL UIREMENTS. RICKCK QUALITY SHALL LLBE 4ASOIRYVFREERMAIERE 9 SHALL BE MORTAR. TOOLED NCOJOINTS WITH ANSI BUYARCHI EC DE REQUIREMENTS.BRICK QUALITY SHN18E SW GRADEAND SET IN TYPE 8 MORTAR TI)OEO JOINTS AS DIRECTED BYARCHffECT. 11, PROVIDE FIRESTOPPINGRESIDENTIAL CO PARTITIONS,OFNEYORK STATE.,CHIMNEYS,ANDALLOIHER CONCEALED SPACES AS PER SECTIONS R8029 AND REQUIRED ASSOCIATED _ R1001.12 OF TIff 2020 RESIpENTIAL CODE OP NEW VORK STATE. 8 INSTTALLED IN STRICTSACCORDANCE WITH TH NE E BRICK MORTAR,FLUE LINING,DAMPER AND�RK STATEE FPREVENTION�AND EN SHALL BERG CODES,ARID ggtlX1� 12. INSULATION[NALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-1&INSULATION IN ROOF CEILINGS SHALL BE b Q FIBERGLASS BATTS EQUM.TO TRADE TERM R30.INSULATION AT LIVING SPACE ABOVE GARAGETO BE R30.COMMON WALLS AT ATTACHED UNITS T. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN ATTHE RATE OF ONE TIE FOR EACH 3W SQUARE ZZ < SHALL HAVE FIBERGLASS BATTS OF R•16ATEACH SIDE.ALL,INSULATION TO HAVE VAPOR BARRERSURFACE EXPOSED TO HEATED SPACE. INCHES OF WALL SURFACE WITH SPACING NOTTO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. .- 13. ALLSTARS AND HANDRAILS SHNJ.COMPLYWITH SECTIONS R311.7 OF THE 2020 RESIDFRTIALCODE OF NEW YORK STATE:THEMAXIMU,I RISER HEIGHT SHALL BE B 114-ANDTHE MINIMUM TREAD DEPTH SHALL BE S INCHES.UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL NOT BE LESS THEN 38'IN CHAR WUTHATALL POINTS ABOVE THE PERMITTED MONORAIL HEIGHTAND BELOWTHE REQUIRED HEADROOM HEIGHT. STRUCTURALSTEEL HANDRAILS SWILL NOT PROJECT MORE THAN 4b*ON ETTHER SIDE OF THE STAIRWAYAND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY ATAND BELOW THE HANDRAIL,HEIGHT INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.6-WHERE AHANDRAIL IS INSTALLED ON ONE SIDE 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WTTHASTMAT& AND Zr WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES, 2, THE DESIGN.FABRICATION,AND ERECTION DFALL STRUCTURALSTEELSHALL BR INACCAROANCEWITH THE LATEST EDITION OF 14. ALL CARPENTRY WORK SHALLSE PERFORMED IN CONFORWANCE WITH GOOD TRADE PRACTICS,RECOWAENDATION90F MANUFACTURERS,AND IN THEAISCSPECIFICATION. CONFORMANCE WITH THE 202D REBDLEWMI.CODE OF NEMAYORK STATE,INCLUDING THE FOLLOWING: 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 ETD SERIES ELECTRODES ATPDA307 A.FASTEN SECIREL.YALLPARTS OF CARPENTRY WORK IN THEIR PROPER PUCE.BRACE.PLLP^AND LEVELALL MEMBERS AND SECURE WITH BOLTSWITHLOCKWASHFREL SUFFICIENT NAILS,SPIKES.AND BOLTS TO ENSURE RIGIOfy, B.PROVIDE SOUDSURFACESATALLCORNERSAT LEAST I/H'WIDE IN BOTH DIRECTIONSFOTRSECPJNQSUBFLOORING,DRYWALL,ETC FORM 4. C INTALL ELWI_ONESHOP COAT SOF RUST CiEDBYmVE PAINT AR HITNDFED TOUCH UP DLCEPT FOR AREAS TO BE WELDED, pp SURFACES WITH FRAMING MEMBERS OR WITH 2 WOOD BLOCKING SECURED WITH AT LEAST TWO SO NALBAT EACH END. C.PROVIDE DOUBLE JOISTS, BE DIRECTED BY ARCHITECT,TRUSSES,AND HEADERSATWATER CLOSET GRIN SENOSAND ATALLVFNTAND MECHANICALOPENINGS TWO FEET 6. ALLSTRUCTUHALWEIDIN03HALL BE PERFORMED BYA CERTIFIED YNELDERWCOMFLANCE WITH THEAMERICANWFIDIN OR N WIDTH UNLESSOTEERWI tRpp MOTE N D.TAILJOSTS OVER FOUR FEET LONGAND HEADER JOISTS SHALL BE HUNG INAPPROVED METAL STIRRUPS OR HANGERSAND SPIKED SECURELY SOCM7rS STANDARD QUALIFICATION PROCEDURE. p UNLESS SUPPORTED ONAWALL OR GIRDER 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PINES UNLESS OTHERWISE NOTED ON o E.ALL STUDS SHALL BE PROWDEDAND SECURED TO SUPPORTING MEMBERS IN STRICTACCORDANCE WITH THE RECOMMENDED NAILING DRA7IXIMC9 W U7 SCHEDULE INCLUDED IN THE CON87RUCTIOR DOCUMENTS AND AS NOTED: 1.STUDS NOT LF84THAN 2X4 018`O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS, pp 2.PLATES AND BLOCKING SAME WIDER AS RELATED SIDS OR WIDER 3.FRAMING TO SUIT WORK OF OTHER TRADES. FINISHES IS C 4.PROVIDE TWO 2)(4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. C &PROVIDE SOLD WEARING FOR FULLWDTH OFTRUSSES,JOISTS.RAFTERS.AND GIRDERS,ETC. 1. SAMPLES OFALL FINISHES,MOLDINGS,HARDWARE,ETC.ARETO BE BUBMrnEDT)OWNEWARCHITECT FOR APPROVAL PRIOR F. d SUSFLOORING SHALL BE INSTALLED VATH FACE GRAIN ACROSS SUPPORTS.TWLWITH 80 CgAMOH NAILS W O.C.ALONG SUPPORTED EDGES TO INSTALLATION. AND 10'O.C.AT INTERMEDIATE SUPPORTS,BREAK JOINTS INAD.ACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR O SLIGHTLY C.LOWSURFACF UNDERLAYMENT ER BE ,WHEREOU INIRED,SHALLBESIMRARLYINSTALIED, 2. DRYWALL CONSTRUCTION SHALL BE ACCORDANCE WITH US GYPSUM 00.INSTRUCTIONS.JONTS SHALL BE TAPEDAND It G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAWAT RIGHTANGLES TO SUPPORTS.LOCATE END JOINS OVERSUPPORTS AND STAGGER SPACKLED(3 COATS)READYTOPAINT-ALLCORNERSANDEXPOSED EDGE96HAU.HAVEAPPROYED METAL8FJD9 SPACKIED JOINTS.PROVIDE METALHI'LIPATJONT8AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS S2A'O.C. SM007HH. �s K FURRING,WHERE REWIRED,TO BE TRUE TO LINE,NOT OVER 18'O.C.AND FASTENED SECURELY TO SUPPORTING SURFACE d 3. COVERALLWALLSANDAU.CEILINGS WITH Iff GYPSUM BOARD.BATHROOM WA"CTO BE PAINTED OR WALL PAPERED AND 18. ALL FLOORSTO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3W UNOERLAYMENT BOARD OR OTHERAPPROVED EQUAL OVER SUBFLOOR CEILINGS SHALL RECEIVE MA GYPSUM BOARDAND ALL BATHROOM WALLS f alNGS40RECEiVETLE SHALL HAVEr-DER- FLOORS TOBECOVEREDWI7H OAK FLOORING ORTILE SHALL HAVE ONE LAYER OFSW PLYWOOD SUBFLOOR. BOARD INSTALLED. ? 1{�I `y/ SNeat No. 16. ALL LUMBER DELNERFDAND STORDAT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITHATARPAULIN OR HEAVY CAUSE PLASTIC. 4. PROVIDE BVTYPEX GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATW ROVII7ESAME' j O.� ALLWOOD MATERIAL SWHLBE STOCKPILED ON WOOD DUNNAGE IN ARELATWELY MT.DRYARffk THE SAME PROTECTION SHALL BE PROVIDED ON MECHANICAL ROOM WALLSAND CEI NGAND ONALLSHAFTWAUS,�' A DURING SHIPPING OR INSTALLATION. -Of- 7 . �1 MOISTURE PROTECTION M7B7a 0parRYry,hM ■ 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 170E GRADE WITH THE F ,� paw, y: ,Bs amfn Fyxe Rmf,/.,rel:hafsercAoma.rRgaMrregw�camvzsASe:roav 1, APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BYAIAYER OF ASPHALTSATURATED MESH. .. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTIONTO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO N POLYETHYLENE SHEET BITUTMEAS MANUFACTURED BY W.R.GRACE COMPANY ORAPPRGVED EQUAL INSTALLATION TO COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EORAPRECAUTIONS OR PROVISIONS ARE REQUIRED a e. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO INSURE SATISFACTORY PERFORMANCE OF THE WORK O �� y 3. TERMITE PROTECTION OFAPPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE 2020 RESIDENTIAL- O W CODE OF NEWYORKSTATE. ♦. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS.CHIMNEYS.AND GRAVEL STOPS INCLUDING ALL W a) INTERSECTIONS OF ROOVESWITH VERTN,AL ORSLOPINO SURFACES BUCHA9 VALLEYS,HIPS,RIDGES,AND OTHER ROOF PENETRATIONS,MATERIALS FOR BASEAND CAP FLASHINQAT MASONRY TO BE 18 OUNCE COPPERAND SILL FLASHINGAT DOORS cc T ANDWINDOWSTO BR 3 OUNCE COPPER FABRIC MATTERSECTING ROOF JUNCTURES.COORDINATE INSTALLATION OFALLFLASNING WITH CMPENTRI; EltALUMJM 07HERWMEAPPROVED.BLIND FLASH WRHAPPROVED I I g B MATERIALSATALL IN MASONRY,AND ROOPING TRADES. slnEa`i..wnrE �°�x.aww .°F &. SKYLIGHTS TO BE OF SAS SHOWN ON DRAWL•ADOUBLE-WSULATED,SELF+IASHWG WITH INTEGRAL CURBS.UNITS TO BE N ALIGNED WITH SLOPING ROOF TRUSSES. sn B. CAULKAND SEAL WITH APPROVED MAIMALALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSMVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR ATALL DOORS.WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR ; ELECTRICAL T. ALL ELECTRICAL POWERAND LIGHTING SHALLCOMPLYWITH CHAPTER 34 OF THE 2D20RESIDENTIALL CODE OF NEWYORK STATE AND WTIM THE NYS ENERGY CODE.REGULATIONS C405 OFTHE NEWYORK STATE ENERGYCOQE. 2. POWERAND LIGHTING DISTRIBUTION SYSTEMS TO COMPIYWnH NECA,THE NAMONALSOARD OF FIRE UNDERWRITERS,AND ALL STATE AND LOCAL STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. A. CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVALOF WIRING,INSTALLATION OF FIXTURES MID EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION SYTHE LOCAL ELECTRICAL INSPECTORS. S. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES.UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER,INSTALLED IN STRICTACOORDAWC$WITH THE MANUFACTURER'S INSTRUCTIONS. S. PROVIDEALL OUTLETS,SWITCHES,DIMMERS.ROUGHING,WIRE,JUNCTION BOXES,ETC.TO PROVIDE COMPLETE INSTALLATION. ? 7, ALL INTERIOR WIRE-SHALL RUN CONCEALED AND ALL EXTERIIRWIRE SHALL BE RUN IN CONDUIT, S. OUTLETAND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE;OUTLETS 1 T AFF AND SWITCHES aYAFF. �'M 1xa4+�Rbaaaa. % 55 GXXMf.R1a7.1 9. LABEL PANEL BOARD OFALL CIRCUITS. § 10. COORDINATE WITHALLOTHER TRADES FOR LOCATIONS OF STRUCTURALWORK PIPING,ETC.TOAVOIO OONFUCT. 11. COORDINATE WITH OWNERANYADOMONAL ELECTRICALWORKTHAT MAYBE REQUIRED THATIS NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS. HEATING 8 COOLING RESIDENTIAL FIXTURE CLEARANCES 0 1. PROVIDE FORCED HOTWATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. asasoai�r,mwet..wala�+lrnnrca+ rwew.a,u...aa r,•t.v,.annr co 2. ALL HEATING&COOLING EQUIPMENTSHAILCOMPLY WITH CHAPTER IA OF THE 20M RESIDENTIAL CODE OF NEWYORK STATE as.rtmw,a,amn+.«rw�.ixr�ra.ar...x ws.wsal rRElAP4 .it.flaF4"Si>&ea/JR'�wMAHtta IMwa 1 �.__�vI L � I R 3. COORDINATE WITH OWNER THE NUMBER OF TONESAND LOCATIONS OF THERMOSTATS. Rn�x•Va'' sTrronnhw oxw;w - o A. THE CONTRACTOR SHALLOSTAW ALL NECESSARY PERMITS. < Ol 1/ N4' 11'(,Yq �BPYT� elVM1a9Y OG PLUMBING 1. ALL PLUMBING WORK SHALL COMPLYWITH CHAPTER 28 OF THE 20M RESIDENTILLCODE OF NEWYORK STATE. An+e..adr.e rmo�,mmzr Apl%ae..sc+ sa avaawmn:r ra41' .r•d.+ranmrcmxs �xer ann.a'w.+u,se•wIx 2. ALLWORKSHALL BE DONE INACOORDANDE WITHALL LOIALAUTHORITIES HAVING JURISGICTIONAND NTH THE NEWYORK iNFSt1.A1 lkf-P384 STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAINALLNECESSILRV PERMITS. ksaA^•si.11'aannea.mmr„a .Y 3. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES.DRAINS,PA1NG.VALVES,VENT UNE%T",ETC.-FORCOMPETE ie+ca✓rraaarA�wr.merwnnamana.ne s.. INSTALLATION. P .iy a+eaww�arrcxsse.wwe 'j= (i v - .f 4. INSTALL OWNER-SELECTED PLUM13ING FIXTURES AND FITTING PER DRAWING INSTRUCTION. ShOet Mo. �L A S. INSULATEALLWATER PAWG. ., y,y # AO.y a. PROVIDEALLNECESSARY HANGERS,EXPANSION JOINTS.STRAPS,ETC.TO PROVIDE COMPLETE INSTALLATION. of i ai 7 a ---- - - I UP 3 1P--- Iw-r y I 'may" 9 a _ I " w I � I I C UP a U------+-----®---o—'"" ———- ---e---------------- ————— I N LL I g -- y 3•-0" � a o I I W I :. I 1 a_• --------------- -------------------------------------------------------------- qt0• 48'-1" O 2 m chi d Foundation Plan R k Scale:1/4"=T-W I �� sndrm. 1;..^ A1.1 i; f.: I; -Of- y 7 6 i a RENOVATED RENOVATED BATHROOM BATHROOM 6'_0" ° CL 45 sq ft 5 8 _NG 0O � VAULTED 10'CEILING' c 6'0 Bedroom 1 ISLAND 0 o: 150 sq ft ON Beth Nv KRChen ,::�• q`45 sq 231 sq ft CL 'i VAULTED 10'CEILING OVER KITCHEN d LIVING ROOM N S 6 Bedroom 2 pL Uvino Room 153sgft 214sgR FORCED a O Bedroom I `� 108 sq ft HOUNI CL *-9" m° HVAC 12'-3'- 0 -------ql�- ECL yo � OZ KY o Legend First Floor Plan F. Combo DetectorVj ® Smoke Detector F A1.2 �' 3 J AN 2 0 2026 A HANDRAILS _ 1. R311.7.8 Handrails Handra0s shall be provided on not less than one side of each flight of stairs with tour or more risers, 2. R311.7.8.1 Height Handrail height,measured vertically from the sloped plane adjoining the head nosing, Co or finish surface of ramp slope,shall be not less than 34 Inches(864 mm)and not r�+ mare than 38 Inches(985 mm). u� 36'HIGH METAL RAILING c— Exceptiohs: w 2,DIA 1.The use of a volute,turnout or starting easing shall be allowed over the.lowest 2 HANDRAIL tread. : 8 2.Whore handrall fittings or bandings we used to provide continuous transition M between flights,transitions at winder beads,the transition from handrall to guard,or 8'POURED CONCRETE FOUNDATION used at the start of a flight,the handrail height at the fittings or bandings shall be WALL REINF.w/#4 VERT.BARS 0 4W O.C. permitted to exceed 38 Inches(966 mm). GRADE. ON 18'x121 POURED CONCRETE _ FOOTING REINF w/(2)#5 REBAR ON 3. R311.7.8,2 Handrail Projection UNDIST.SOIL BELOW GRADE. Handralls shag not project more than 41A Inches(114 mnt)on other side of ^. the stairway. or POURED 4'DRAIN Exception:Where nosings of landings,fioom or passing flights project Into CONCRETE STEPS I r ' the stetnVay reducing the clearance at passing handralla handraga shall project riot —I I Il more than at/2 Inches(165 mm)Into the stehway,provided that the stair width 3'RIGID INSULATION C C.SLAB LANDING_I LI I IIII ,J P, and hangrall clearance are not reduced to less than that required. w/DRAINAGE =,IIII—IIII r 4. R311.7.8,3 Handrail Clearance _ Handrags adjacent to a wall shall have a space of not less than 11/2Inches(38 mm) _IIII between the well and the handrails. 4'RAISED LEDGE S. R311.7.8A Continuity Handrails shag be continuous for the fug length of the flight,from a point directly above the top riser of the flight to a point directly above the lowest riser of g heNn flight. s,Handrell ends shall be returned or shag tanrRnate In newel posts or safety —IIII= •. W/1 DEEP DRY WELL Exceptions: ON ALL SIDE GRAVEL 1.Handrail continuity shell be permitted to be Interrupted by a newel post at a turn ON ALL SIDES In a Right with winders,at a landing,or over the lowest tread. Section-Cellar Entrance 2.A volute,burnout or starting easing shag be allowed to tonninate over the lowest tread. Scale:1f4"=1'-0" 8. R314.7.8.60rip Size Required handratie shall be of one of the following types or provide equivalent MEANS OF EGRESS graspabllRy, o 1.Typo 1.Handralla with a circular cmas section shall have an outside diameter Of c 1. R911.1 Means o1 Egress 3. R311.3 FTcora and Landings at Exterior Poore not less than 1114 Inches(32 mm)and not greater than 2 Inches(51 mm).R 102 Dwellings shag be provided with a means of agrees In accordance with There shag be a landing or floor on each side of each exterior door.The the handrail Is not circular,R shall have a perimeter an o♦c less than 4 Inches ore mm)and not greater than e1/4 Inches(tap mm)and t cross section of not more than this section.The means o1 agrees shall provide a continuous and width of each lending shall be not lass than the door served.Landings 2114Inches(57 mm).Edges shell have a radius of riot less than 0.011nclr(0.26 mm). � N unobstructed path of vertical and horizontal egress travel from all shall have a dimonslon of not less than 36 Inches(914 mm)measured 2.Type 11.Handrails with a perimeter greater than e1/4 Inches(160 mm)shag have p q portions of the dwelling to the required egress door without requiring In the direction of travel.The slope at exterior landings shall not a graspable finger recess area on both aides of the profile.The finger recess shag travel through a garage.The required egress door shag open directly exceed 114 unit vertical In 12 unite horizontal(2 percent). begin within 314 Inch(19 mm)measured Vertically from the tallest portion of the profile ISInto a public way or to a yard or court that opens to a public way. Z 9 IY Exception:Exterior bakanloa lase then BO square feet(5.8 m2)and and have a depth of not leas than 5118 Inch(8 mm)within 7/6Inch(2z mm)below the y 2. R311.2 Egress Door only accessed from a door are permitted to have a landing that is less widest portion of the profile.This required depth shall continue for not less U Not lose than one egress door shall be provided for each dwelling unit. then 38 Inches(914 mm)measured in the direction of travel, than 318 inch(10 mm)to a level that is not less than 1314Inches(45 mm)below the The egress door shall be side-hinged,and shall provide a dear width of tallest portion of the profile.The width of the handrail above the recess shag be not Y o not lose than 32 Inches(813 mm)where measured between the face of less than 11/4 Inches(32 mm)and not more than 23M Inches(70 mm).Edges shall rq the door and the stop,with the door open 90 degrees(1.57 red).The have a radlus of not less than 0.01 Inch(0.25 mm). clear height of the door opening&half be not less,than 78Inches(1981 m mm)In height measured from the top of the threshold to the bottom of ,__ �_ _-, &,ern N. the stop.Other doers shall not be required to comply with these minimum dimensions.Egress doom shall be readily openable from �� t,• ` _ A2. Inside the dwelling wRhout the use of a key or special knowledge or ' �• -� '" u' �� effort. —Of— y 7 J A N 2 0 2026