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HomeMy WebLinkAbout50615-Z 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#: 50615 Date: 5/2/2024 Permission is hereby granted to: NikakisPeter _ _. m _ .. ....... m..._ ... 264 Mill Spring Rd Manhasset, NY 110 To: Construct interior alterations to a single-family dwelling as applied for. At premises located at: ................365 Chablis Path Southold ...__ ........ .. _.�� �...�...�..... ....._ ��.m.,..�. SCTM # 473889 Sec/Block/Lot# 51.-3-3.2 Pursuant to application dated 3/22/2024 and approved by the Building Inspector. To expire on 11/1/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $306.00 CO-ALTERATION TO DWELLING $100.00 Total: —......._... $406.00 _........ .... ...................... .b Building Inspector fat 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 httt)s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT l.. For Office Use Only PERMIT N0. O "' I " Building Inspector; ............ Date: ' ragrEJe Name: ���" 5(+� SCTM # 1000- 5 I — Project Address: i �1 L (S P A'(l4 —1;0 4 j\J Y Phone#: / 7- '. l Email: , �c iA Kt S 'M 14 1� e J�1 Mailing Address: C6NTACT"0'eRS6N: Name: 14 S ,/� J Mailing Address: 2- �'@,�f �I�►" 6t Phone#. q Email: 1 �, i S He IAJ �4 9. IP-c0 C DE51GN Rt�FESSIONAL iNFORMAT' N: Name: -�-�L� L"� L S — ���iv ��51 ✓% %7x�lol � �� Mailing Address: L 6' L)6— '('� 0 71:5-5 3-0 Phone# • G' H-(jKa Email: dJ 1 1�15 , �10 fi/LLt ,e6 - ;COIVT#tACTQR IMFQRMATIQN: Name: Mailing Address: Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition eration Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes Will excess fill be removed from premises? ❑Yeso 1 r / :/ / ri/ ',r /✓ / �r ��r�//,rU%i ii�/.%//„//c r,,; 6,,,i, rr /�// r „ „/ // r a, / %/ r � r/ „.... " //�%//� /// , „ r rQ �nrl laRnr�At�a , , / r / / "r,ir'r/l/ Existing use of property: Intended use of property: es i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes 'o IF YES, PROVIDE A COPY. ' or��ir, cif a d� " , ��, ! art 1 �► n,f©r i u„il �, rrr , ///,�///r��,,,,,rr /r r,,, r o,/r///i,%/r�/! ;;;er �/r/l/,G%i,r✓ ovr,,,;� / �i ,ri r,,r, �i,,,r„ ,/rii t��1'Y�1�5 rrr .o n/1,,,%/ '{�ut�Ks�ia6(ea�a+�l�§x'i�m�sd�mr��norp�frs�(ar��Ccr,be c�orr��O.�S'oPthe�ev✓Y�rk�taF��rv�l(��i Application Submitted By(print name): �l � ❑Authorized Agent ❑Owner Signature of Applicant: Date: 2) STATE OF NEW YORK) COUNTY OF _,) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the lJ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I ���day of I`°I ay-ch 20 Nota ublic TRACEY L. DAI'�/YER NOTARY PUBLIC,STti FE OF NEIN YORK PROPERTY OWNER AUTHORIZATION NO.01DWS306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTYCOMMISSION EXPIRE'SJUNE 30,2L� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 c , Southold, New York 11971-0959 r Telephone (531) 765�-1902 - FAX (631) 75 -950,2 'amesh southoldtownn . av— wand southoldtownn . ov APPLICATION FOR ELECTRICAL I ,SPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: I "x Electrician's Name: License No.: Elec. email: Elec. Phone No:4 r..- #t an email copy of Certificate of Compliance ° I request Elec. Address.: _ JOB SITE INFORMATION (All Information Required) Name- Address: ,. lvc Cross Street: Phone No.: 6i Bldg.Permit#: 0 email: Tax Map District: 1000 Sec Block: 3 tion: Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle Al That Apply: Is job ready for inspection?: In—YES[' NO 0 Rough In Final Do you need a Temp Certificate?: Y ESLi NO Issued On Temp Information: (All information required) Service Size1 Ph LJ3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]Underground[]Overhead Additional Information:9 erals1 H Frame Pole Work done on Service? Y N Addi PAYMENT r'1110 IA"'r"' APPLICATION SO& Town Hall Annex Telephone(631)765-1802 54375 Main Road Kn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOOT'HOLD CERTIFICATION Date: l Building Permit No. Owner: .,. - (Please print) Plumber: ' - 'Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of M a�(�V` 20 ANNIE E E O O I NOTARY PUBLIC STATE OF NEW YORK Notary Public, y IC.#01 E 5078000UN 3 Count ���. t�� ��aec � ONVYM.EXP,0 119f2 ! rar�airaa ? carrrra 263Route25A Wa&WRiver,NY11792 631-886-1984 March 20, 2024 To whom it may concern: Re: 365 Chablis Path, Southold, NY 11971 To Whom it May Concern: Mesta Plumbing & Heating LLC hereby certifies that the gas test was conducted at Re: 365 Chablis Path, Southold, NY 11971 for 12 hours -4.5 Ibs and there were no leaks. If you have any further questions, please don't hesitate to contact me at (631 ) 886-1984 or l •n George Almyroudis Master Plumber NY License #44809-MP Task 87# 666425 S. Hampton License #RP90022 1 , - 1 -" �- rje SO (D15 - GENERAL NOTEE3 WOOD NOTES / 1.IT 1S THE INTENTION OF THIS CONTRACT Q CONS TRUCT THE BUILDING(S),FINISHED AND READY FOR OCCUPANCY,IN ACCORDANCE WITH 1.WOOD CONSTRUCTION SHALL CONFORM TO BUILDING CODE,LATEST EDITION. •''/�' I THE CONTRACT DOCUMENTS AND ALL REQUIREMENTS OF THE LAW.ALTHOUGH ALL NECESSARY WORK MAY NOT BE ITEMIZED IN THE 2.ALL NEW FRAMING LUMBER SHALL BE GRADE MARKED AT MILL PRIOR TO DELIVERY TO THE JOB SITE. ," DRAWINGS AND SPECIFICATIONS,-THE CONTRACTOR WILL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND INCLUDE ALL WORK 3.ALL NEW WOOD JOISTS SHALL BE DOUGLAS FIR NO.2 OR BETTER.ALLOWABLE STRESSES:Fb=1000 P.S.I.(MIN.),E=1600 K.S.I. / SPECIFIES OR IMPLIED FOR THE COMPLETE REPAIR OF THE BUILDING(S). 4.NEW WOOD JOIST SIZES ARE BASED ON 40 P.S.F.LIVE LOAD AND 65 P.S.F.TOTAL LOAD FOR APARTMENTS AND CORRIDORS UNLESS 2.CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF BUILDING CODE AND ALL RULES AND REGULATIONS OF OTHERWISE INSTRUCTED.DEFLECTION LIMITED TO L/360 SPAN.MAXIMUM SPANS FOR NEW WOOD JOISTS SHALL BE AS FOLLOWS: ,/' / HClvj THE COUNTY AND STATE. 3"X 8" @12"O.C. 16'-3" CLEAR SPAN OR LESS � I 3.CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FROM THE DEPARTMENT OF HIGHWAYS FOR ALL WORK BEYOND THE BUILDING LINE. 3"X 8" @16"O.C. 14'-O" CLEAR SPAN OR LESS '/' 3"X 10"@12"O.C. 20'-0" CLEAR SPAN OR LESS /' 4.CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND DISABILITY BENEFITS. 3"X 10"@16"O.C. 1T-3" CLEAR SPAN OR LESS 5.CONTRACTOR SHALL PAY FOR ALL PERMITS,LICENSES,INSPECTION FEES AND ALL OTHER CHARGES. '/ I ARCHITECTS 6.WHERE EXISTING WORK IS TO BE C:UT AND/OR UNDERPINNED,CONTRACTOR SHALL PROVIDE ALL NEEDLING,SHORING,BRACING, 3"X 12"�12"O.C. 23'-0" CLEAR SPAN OR LESS / WEDGING AND DRY-PACKING AND SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS OPERATION, 3"X 12"�16"O.C. 20'-0" CLEAR SPAN OR LESS ' 7.THE CONTRACTOR SHALL BE REQUIRED TO PATCH, REPAIR,AND REPLACE ANY AREAS THAT ARE ALTERED OR DAMAGED DURING 5.CONTRACTOR SHALL FIELD VERIFY ALL JOIST SPANS AND BE RESPONSIBLE FOR CONFORMING TO THE ABOVE. / / 1 PROCESS RA ALTERATION. 6.ALL JOISTS FRAMING INTO MASONRY SHALL HAVE 15 DEGREES FIRE CUT. - I 8.THE CONTRACTOR IS CAUTIONED'TO MAKE CONTINUOUS OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS 7.PROVIDE 1 1/2"X 1/4"X 4'-0"LONG WALL ANCHORS V-0"O.C.WHERE MASONRY WALLS RUN PARALLEL TO JOISTS.PROVIDE 1 1/2"X 1/4"X 16" / WORK.SHOULD HE BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY,HE SHALL NOTIFY THE S.ALL JOISTS SHALL BE CUT OR NOTCHED AS ETAILELONG T-ANCHORS EVERY FOURTH JOIST WHERE ID ON DRAWINGS.WHERE NOTCHING OF JOISTS EXCEEDS MAX.ALLOWABLE,STEEL STS FRAME INTO MASONRYWALLS. ''' ARCHITECT IMMEDIATELY. /' 1 ARCHITECTS & PLANNERS 9.THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS(IF AVAILABLE),FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING BRIDLE IRONS SHALL BE USED. THE EXISTING CONDITIONS AT THE:SITE.VARIATIONS BETWEEN THE FIELD CONDITIONS AND THESE DRAWINGS MAY EXIST.WHERE SUCH 9.PROVIDE BRIDGING FOR FLOOR JOISTS AT RS O.C.MAXIMUM. I VARIATIONS ARE ENCOUNTERED THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 11.FRAMING FOR ALL NEW OPENINGS IN FLOORS,DOUBLE HEADERS AND TRIMMERS SHALL W HUNG IN APPROVED TYPE BRIDLE IRONS. 10.THE CONTRACTOR MUST PROTECT ALL BUILDING AND STRUCTURAL ELEMENTS INCLUDING ALL CONCRETE OR MASONRY FIREPROOF 11.PROVIDE NEW DRAWINGS.x 6"MIN.WOOD SLEEPERS 16"O.C.MAX.IN ALL AREAS WHERE EXISTING WOOD SLEEPERS ARE FOUND AND ALSO WHERE /' 1 ARCHES AGAINST DAMAGE RESULTING FROM FALLING OBJECTS AND STORAGE OF CONSTRUCTION MATERIALS AND OTHER HEAVY LOADS INDICATED ON CO CRE E QR MASONRY BEARING WALLS SHALL SPAN OVER EXISTING CONCRETE ARCHES AND BEAR ON STEEL AND OR ADJACENT I HCN DESIGN & DURING ENTIRE COURSE OF DEMOLITION AND CONSTRUCTION. �_ 11.THE CONTRACTOR SHALL VERIFY ALL EXISTING MEASUREMENTS AND CONDITIONS BEFORE WORK BEGUN.ALL DISCREPANCIES SHALL 13.ALL STRUCTURAL LUMBER EXPOSED U WEATHER SHALL BE PRESSURE TREATED. O CONSULTING SERVICES INC. 13.USE GALVANIZED CONNECTORS(INCLUDING NAILS)AT ALL EXTERIOR SURFACES. I � i REPORT TO THE OWNER. 12.IN CASE OF DISAGREEMENT BETWEEN ARCHITECURAL AND STRUCTURAL PLANS,THE ARCHITECTURAL REQUIREMENTS SHALL GOVERN.IN 1 CASE OF CONFLICT,THE CONTRACTOR SHOULD IMMEDIATELY CONTACT THE ARCHITECT FOR CLARIFICATION. MECHANICAL V E N T I LAT I ❑N NOTES I _-' I ( HAM ET CAIOS NIKAKIS, R.A. 13.THE CONTRACTOR SHALL SUBMIT,CHECKED SHOP DRAWINGS FOR REVIEW.NO DETAIL SHALL BE CHECKED BEFORE THE FRAMING PLAN H 1 ry�.�p� p� + 1.KITCHENETTE DUCTS SHALL BE A MINIMUM 18 GAUGE GALVANIZED SHEET METAL ,' i .� -� LI Ii1f1RJ BLVD. HAVE BEEN SUBMITED FOR VIEW. 14.SHOULD UNFORSEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLAN, 2.INTERIOR BATHROOM DUCTS SHALL BE A MINIMUM 24 GAUGE GALVANIZED SHEET METAL 1 _ _ 1 UC, NY 11105 CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIESAND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHOD TO ACCOMPLISH 3.ALL DUCTS SHALL BE FITTED WITH B.S.A.APPROVED REGISTERS AND FUSIBLE LINK FIRE DAMPERS. I -' 4.ALL MECHANICAL VENTILATION DUCTS SHALL BE ENCLOSED WITH TWO(2)LAYERS OF ONE(1)INCH GYPSUM COREBOARD TO ACHIEVE A I i I ORIM 718-204-Z716 FAX: 718-204-276/8 THE REQUIRE RESULT. _ ' 15,THE CONTRACTOR SHALL REFER TO THE ARCHITERCURAL,MECHANIC AND ELECTRICAL DRAWINGS AND VERIFY THE SIZE AND LOCATION TWO(2)HOUR FIRE RATING. ffAX: 516-908-7892 OF ALL OPENINGS,SLEE7/S,CHASES,CONDUITS,DEPRESSED AREAS, FLOOR FINISHES,FILL.ANCHORS,STONE AND MASONRY DETAILS, 5•WHERE MECHANICAL VENTILATION DUCTS PASS THROUGH WALLS OR FLOORS,THE OPENINGS SHALL BE FIRE STOPPED WITH VERMICLITE I I HANGER,CURBS AND OTHER MISCELLANEOUS ITEMS BEFORE PLACING CONCRETE FLOOR. PLASTER AND WIRE MESH OR F.C.60 GYPSUM BOARD. I - I I EMAIL IICIIOOfI5UI1( OI.00111 16.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR SAFETY OF ADJECENT STRUCTURES,SAFETY OPERATIONS.THE 6.ALL VENTILATION DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES AS 1 I WEBSITE: www.hmde I.com CONTRACTOR SHALL COMPLY WILL ALL NYC SAFETY RULES AND REGULATION, INDICATED ON THE DRAWINGS,AND SHALL OPERATE CONTINUOUSLY. I __ i 1 17.THE CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 7.UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS SHALL BE TESTED BY OR UNDER THE SUPERVISION OF: I _' I 1 18.THE GENERAL CONTRACTORS WILL PROVIDE ALL NECESSARY SAFETY PROTECTION IN ORDER TO PROTECT THE TENANTRS IN THE A.LICENSED PROFESSIONAL ENGINEER,QUALIFIED TO CONDUCT SUCH A TEST;OR i BUILDING,PEDESTRIAN,AND WORKERS DURING THE CONSTRUCTION. B.PERSON HAVING MINIMUM FIVE(5)YEARS EXPERIENCE SUPERVISING INSTALLATION OF SUCH SYSTEMS AND QUALIFIED TO CONDUCT I 1 I © ALL RIGHTS RESERVED 19.THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR DESIGN AND PERFORM ALL NECESSARY FLASHING AND ALL WATER PROOFING SUCH A TEST.THE TEST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR VENTILATION AND FUNCTIONING FOR ALL I ' DETAILS&WORK. OPERATING DEVICES.SUCH QUALIFIED TESTER SHALL FILE A CERTIFICATE INDICATING WHETHER TEST SHOWS THAT THE RATE OF I I I THIS DRAWING INCLUDING ALL GRAPHIC AND 20.THE GENERAL CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION BETWEEN STRUCURAL DRAWINGS,ARCHITECURAL AIR SUPPLY MEETS REQUIREMENTS OF THE CODE. i I WRITTEN MATERIAL CONTAINED HEREIN, DRAWINGS,ALL TRADES&SUBCONTRACTORS.IT IS GENERAL CONTRACTOR FULL RESPONSIBILITY AND HIS RAISERS,OFFSETS,DUCT 8.OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL BE OPERATED AND MAINTAINED IN ACCORDANCE WITH I I CONSTITUTES THE ORIGINAL AND UNPUBLISHED LOCATIONS,HEATING AND ALL OTHER MECHANICAL COORDINATION AND SIZING.THE GENERAL CONTRACTOR SHALL RETAIN THE THE REQUIREMENTS OF THE CODE. ( i I WORK OF HCN DESIGN;AND MAY NOT BE COPIED SIZE&L , SERVICE OF LICENSED ENGINEER TO PERFORM ALL NECESSART WORK AS PER NYC BUILDING CODE AND FILE ALL NECESSARY 9.PROVIDE A MINIMUM 144 SQ.IN.LOUVER IN DOORS TO ALL ROOMS WITH LESS THAN 18 SO.FT.OF WINDOW AREA r� APPLICATIONS. 10.PROVIDE METAL VENTILATORS,GRAVITY TYPE FOR COCKLOFT ROOF AREAS BEHIND EXTERIOR FACE BRICK WALLS.FREE AREA OF I OR USED WHOLE OR IN PART,FOR ANY PURPOSE I � 21.THE BUILDING HAS BEEN DESIGNED TO COMPLY WITH NEW YORK BUILDING CODE REQUIREMENTS FOR SEISMIC(EARTHQUAKE)ZONE (INT. I i I WHATSOEVER WITHOUT WRITTEN PERMISSION. VENTILATORS SHALL BE A MINIMUM OF 1l300 OF ROOF AREA. I 1 I N0.465-B OF OCTOBER 12TH,1994). 1 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 22.THE SOIL AT THE LEVEL OF FOUNDATION OR FOOTINGS LS DESIGNED TO CARRY 2 TONS PER SQ.FT.SUBJECT TO VERIFICATION BY 11.INTERIOR BATHROOMS SHALL BE MECHANICALLY VENTILATED TO PROVIDE FOUR(4)CHANGES OR AIR PER HOUR.KITCHENETTE AREAS I i i ' 1 AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD INSPECTION OF THE SITE AFTER EXCAVATION AND BEFORE FOOTINGS ARE PLACED. SHALL BE MECHANICALLY VENTILATED TO PROVIDE SIX(6)CHANGES OR AIR PER HOUR. ' i i i BE M D QUALITY L WORK. NO ALLOWANCES SHALL 23.THE DEPARTMENT SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS PRIOR TO FOUNDATION CONSTRUCTION THAT SUBGRADE IS READY 12•ALL ASPECTS OF MECHANICAL VENTILATION SYSTEMS SHALL COMPLY WITH SECTION 37 OF THE M.D.L.AND ALL OTHER APPLICABLE FOR INSPECTION. SEC.C26-1112.5. SECTIONS. BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY 24.WHEN EXCAVATION ARE V-0"GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND,THE SIDES SHALL BE SHORED AS PER SEC. 13.A STATEMENT SHALL BE FILED BY THE OWNER THAT STATES THE MECHANICALLY VENTILATION SYSTEMS WILL BE OPERATED I 1 i i ERROR OR NEGLECT ON HIS PART C26-1903.2(A). CONTINUOUSLY AT ALL TIMES DURING THE NORMAL OCCUPANCY OF THE STRUCTURE AS PROVIDED IN THE APPLICABLE SECTIONS OF THE I 1 i i 25.LINTELS SUPPORTING MASONRY WALLS OVER 4'-D"SHALL BE FIRE PROTECTED WITH MATERIALS HAVING THE REQUIRED FIRE RESISTIVE CODE. i i I RATING OF THE WALL SUPPORTED(SEC.C26-502.4). 14.DUCTS SHALL BE SUPPORTED AT EVERY FLOOR AND PER IRS 13-1 AND 13-2.ALL JOINTS AND ELBOWS SHALL BE TIGHT FITTING AND 1 1 26.ALL LUMBER TO COMPLY WITH NLMA 1962 AS MODIFIED AND TO BE GRADE MARKED PRIOR TO ARRIVAL ON SITE.(SEC.C26-1006.1 AND SCREWED. ( I 100E 2) 15.FIRE RATED ALL DUCTWORK HAVING A CROSS SECTIONAL ARE OF UNDER 2SQFT WITH CONSTRUCTION HAVING A FIRE RESISTANCE RATING 1 1 1 DATE ISSUE No. DESCRIPTION 27.MAXIMUM SPANS FOR JOISTS AND RAFTERS TO COMPLY WITH NFPA 1961.(IRS 10.13). OF 1 HR PLACED AS CLOSE AS POSSIBLE TO THE DUCT IN LIEU OF A SHAFT PER 3-3.3.1 OF IRS 13-1.FILL THE SPACE BETWEEN THE DUCT AND 1' i 1 I 28.ALL WOOD JOISTS OR WOOD STRUCTURAL FLOORS CLOSER THAN 18"WOOD GIRDERS CLOSER THAN 21"OR SILLS CLOSER THAN 8"TO AN THE FLOOR SOLIDLY WITH INERT COMBUSTIBLE MATERIAL FOR THE FULL DEPTH OF THE FL.CONSTRUCTION.USE 5/8"SHEET ROCK i EXPOSED GROUND SURFACE WITHIN OR WITHOUT THE BUILDING SHALL BE TREATED OR SHALL BE OF AN EQUIVALENT RESISTANT FIRECODE 60 AS THE MATERIAL FOR 1 HR RATED CONSTRUCTION AROUND THE DUCTS. SPECIES(C26-1006.5(b)4). 16.EXACT LOCATIONS OF THE DUCT RUNS SHALL BE COORDINATED WITH THE ARCHITECT IN THE FIELD. i 1 1 29,THE END OF WOOD BEAMS,JOISTS AND RAFTERS RESTING ON MASONRY OR CONCRETE WALLS SHALL BE FIRECUT TO A LEVEL OF 3"IN 17.EACH BATHROOM EXHAUST FAN SHALL BE INDIVIDUALLY WIRED TO OPERATE WITH THE BATHROOM LIGHT SWITCH,EACH KITCHENETTE I 1 THEIR DEPTH(C26-1006.5(A). i EXHAUST FAN SHALL BE WIRED AND SWITCHED INDEPENDENTLY, i 1 30.THE END OF WOOD GIRDERS ENTERING MASONRY OR CONC.WALLS SHALL BE PROVIDED WITH A MIN.'/:"AIR SPACE ON TOP, SIDES AND AT I I i N THE END UNLESS THE GIRDER I:i TREATED OR IS OF AN EQUIV.SPECIES[C26-1006.5(B)6). I 1 ' 31.PROVIDE 1"x 3"BRIDGING FOR EVERY 8'-O"OF SPAN AND AT SUPPORTS UNLESS NAILED TO A BEAM HEADER ON THE STUDS. i 1 1 � 32.TAIL BEAMS OVER 12"LONG AND ALL HEADERS AND TRIMMER BEAMS OVER V LONG SHALL BE HUNG IN METAL HAVING ANCHORS OR THEIR I 1 1 I N EQUIVALENT.C26-1006.E(4)(b). I ' EXISTING i 33.EXCEPT WHERE SUPPORTED ON A 1"x 4"RIBBON STRIPAND NAILED TO ADJ.STUD,THE ENDS OF FLOOR JOISTS SHALL HAVE AT LEAST 1 %" I 1 1 1 I POOL 1 i � OF BEARING ON WOOD OR MTL,NOT LESS THAN A 4"ON MASONRY jC26-1006(4)cj. I 34.JOISTS FRAMING FROM OPPOSITE SIDES AND SUPP.ON A BEAM,GIRDER OR PART.SHALL BE LAPPED AT LEAST 4"FASTENED BUTTED 1 1 I N ENO-TO-END AND TIED BY MTL STRAPS OR OTHER APPROVED MANNER.C26-1006(4)(d) 1 1 I 35.WOOD JOISTS BEARING ON MASONRY WALLS SHALL BE ANCHORED TO THE WALL 6'MAX.ON CENTERS BY MTL ANCHORS 25 SOIIN.CROSS E L ET R I C A L NOTES I SEC.AND 16"LONG AND BUILT AT LEAST 3 W INTO MASONRY. WHERE JOISTS ARE PARALLEL TO THE WALL,THEY SHALL BE TIED TO THE I i 1 1 WALL WITH METAL STRAPS 8'MAX.CENTERS AND ENGAGING 3 JOISTS. ANCHORS SHALL BE IN LINE WITH THE BRIDGING OR BLOCKING IRS 1.ALL WORK SHALL CONFORM TO NYC ELECTRICAL CODE&LOCAL REGULATION&SHALL BE PERFORMED BY LICENSED ELECTRICIAN I 10.1 SEC.9.5. 2.CONTRACTOR SHALL EXAMINE THE EXISTING ELECTRICAL PANEL IF ANY&TEST ALL THE EXISTING CIRCUITS&LIGHTS.CONTRACTOR SHALL � I i 11, 1 36.PROVIDE AT LEAST 2 W OF SOLID MASONRY UNDER JOISTS AND AT LEAST 4"UNDER BEAMS,GIRDERS OR OTHER CONCENTRATED LOADS. INDICATE THE NEW CIRCUIT CONNECTIONS TO EXISTING CIRCUITS. m 1 - RS.10.1 SEC.10.6.1 AND 10.6.2.13EARING OF JOISTS OR BEAMS SHALL BE 3"MINIMUM. 3.ANY CONFLICTS WITH THE FIELD CONDITIONS SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. i 1 1 37.BEARING PARTITIONS,IF ANY,TO BE OF 4"x 4"STUDS 16"O.C.WITH DOUBLE STUDS AT ENDS OF OPENINGS,BET.V-6"AND TRIPLE STUDS AT 4,VERIFY WITH OWNER'S EQUIPMENT FOR THE REQUIRED ELECTRICAL SERVICE. N I 1 1 ENDS OF OPENING OF GREATER WIDTH WITH 2"x 4"PLATES AND 2-2"x 4"TOP PLATES.DOUBLE BEAMS AND SOLID BRIDGING SHALL BE 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS OR CEILINGS. I SHEETROCK,FIRECODE 60 BOTH SIDES OF BEARING PARTITIONS. � 38.SUSPENDED CEILINGS SHALL HAVE HANGERS AND SUPPORTING GRIDS OF NON-COMBUSTIBLE MAT.C26 504.12. M O KE DETECTOR NOTES N , 1 I 1 39.INTERIOR FINISHES TO COMPLY WITH SEC.C26-504.10 AND TABLE 5-4. S I I I 40.ALL WOOD STUD PART.AND FURRED OUT WALLS TO BE FIN.WITH 5/8"SHEETROCK UNLESS OTHERWISE NOTED. i 41.FIRECODE KITCHENETTE PARTITIONS AND CEILINGS:FIRE RETARD CEILING OF KITCHENETTES WITH 5/8"SHEETROCK FIRECODE"C"ONE 1.ALL APARTMENTS SHALL A PROVIDED WITH SMOKE DETECTORS AS PER LOCAL LAW 62/81. I i i HOUR RATED CAL#217.65 SM.PARTITIONS ENCLOSING KITCHENETTES TO BE CONST.OF 2"x 4"16"O.C.WOOD STUDS COVERED BOTH SIDES 2.ALL U14DER LOCAL ADAPTABLE APARTMENTS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE SMOKE DETECTORS.REFER TO NOTE I EXISTINGI 1 WITH 5/8"SHEETROCK FIRECODE"C"ONE HOUR RATED BSA 171.52 SM. #17 UNDER LOCAL LAW TO NOTES. 1 I GARAGE i 1 42.ALL ELECTRICAL WIRING TO COMPLY WITH THE NEW YORK CITY ELECTRICAL CODE. 3.ALL SMOKE DETECTORS TO BE IONIZATION TYPE AS PER NEW PORK CITY BUILDING CODE. I I I 4.ALL SMOKE DETECTORS SHALL BE HARD WIRED AND MAYBE WALL OR CEILING MOUNTED AS PER N.F.P.A.#74-1980 AND LOCAL LAW 62l81. I I 43.PAINTING OF STRUCTURAL STEEL SHALL BE REQ.AS PROVIDED BY MOD.SEC.124 OF REFERENCE STANDARD 10.5 ENTITLED A.I.S.C.1963 1 II I 1 SIGN FABRIC.AND ERECTION OF STRUCTURAL STEEL FOR BUILDING. 5.EACH DWEELING UNIT SHALL BE EQUIPED WITH AN APPROVED TYPE SMOKE DETECTOR DEVICE RECEIVING PRIMARY POWER FROM THE ( I I i, {`111i { -I y '' t r " SPEC.FOR THE DE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT,AS PER SEC. I (},� _�- i, i}, ;t; { �I� 1 1 44.ALL STRUCTURAL STEEL DESIGNED FOR A UNIT STRESS OF 22,000 PSI(A-36)STEEL. C27-981. 1'.;�Jn4- L,, i ', JI�� ,�+'" '),t i _�ii -,- i{ t-t.- -I I%� l', ,',I�1.t��J 7r:7 a -" -�'+l' 45.FABRICATOR TO FILE AN AFFIDAVIT OF THE PRODUCER OF STEEL CERTIFYING THAT AT MEETS ALL APPLICABLE PROVISIONS OF THE 6.SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTO-ELETRIC DETECTOR TYPE,AS PER SEC.C27-981(New I J� ,�L a u,'? � '', ' . �7l tl 1, ' 5 j- I 1+ t, I> 1f1' !V r� r j-�'' I BUILDING CODE. ) ) kti+; �r. L �r� 1 Y >IU U� kd"'';"] �. I1 i E Code (Sub-Division"B"and R.S.17-11 and R.S.17-12 . 1 �)X. I ,,�ry ' r7' , ." 1 {.+ <; G � f� ,. �}il t U d, I 1 46.WHERE REQUIRED,PROVIDE GOVERNMENT ANCHORS AND STANDARD BEARING PLATES(UNLESS OTHERWISE NOTED OR SHOWN)TO B 7•ALL SMOKE DETECTORS MUST BE INSTALLED WHITIN 15'-0"OF THE ENTRANCE OF ANY SLEEPING ROOM,WALL OR CEILING AS INDICATED ON r -',' �4 .u J �. :t)) t t.- } t J' .r I r� M } . i ' { '�, �]"JT )✓rl.lili 1.Al �Jy ' I 4 J h:. 1 iglu ;lr ..+ PROVIDED FOR ALL STEEL REATING ON MASONRY WALL. PLAN,AS PER N.F.P.A.#74/1980 Y,}I i,. +1 1 ,�T '111Y 1 J I.I,1 ',' 1 !1'17 41fi *+}' 17 i� l, n1�L u,:_ I + 47.ALL COLUMNS AND BEAMS TO BE BRACED DURING ERECTION. d + i i'1}''4 h4M a d ji"�4 1il 8.A CERTIFICATE OF SATISFACTORY INSTALLATION FOR SMOKE DETECTORS MUST BE FILED WITH THE DIVISION OR CODE ENFORCEMENT, I I:,Via $ is 11:1 uA i11I l,.t. 1,1 u. J Iz h L�if,'i; 1„I, I 'L; ?.tr, il, t i 48.ALL WELDING TO BE PERF.BY LICENSED WELDERS AND TO MEET THE REQ.OF A.W.S.AND THE NEW YORK CITY BUILD.CODE H•P,D.,(TEN DAYS AFTER INSTALLATION). 11 ALL DOSE LINTELS TO BE 1'D"LONGER THAN MASONRY OPENING. I k ld4 it%� Ii 'f1! r fr-,p ' ,J i, i 1 1 , J - - 1 �J��rr a +a 'a. ;` 49.A N 9.M.E.A.37-94 E,ADA APPROVED-AUDIO&VISUAL UNIT-"BRK Elect."Mod WOOS(REQ.IN ALL MULTIPLE FAM.DWEL) � ,t `i 1 i''fi d :' '"''` 1 IMMEDIATELY UNDERNEATH OR WITHIN 1'-0"OF ANY COOKING APPARATUS SALL BE FIRE RETARDED WITH TWO D IN MECHANICAL ROOMS ELETRICAL SWITCH GEAR ALL GROUPS-APPROVED AND OPERATIONAL DEVICES REQUIRE u.'i :''J ;;U;r'i' i lA 1,F ` �� f ' ' °` i '". 'J1:1 i �,"`� �,t I 50.A HALL 10.INALLOCCUPANCYI .J� 1`; u 1 $ 41�,. 91!',:1.�i {� u' ,.7 iI i LAYERS 5!8"SHEETROCK F.C.C.OR 3/16"ASBESTOS AND 26 GA.METAL.2'0"CLEAR SPACE ABOVE ANY EXPOSED COOKING SURFACES ROOMS,ELETRIC AND TELEPHONE CLOSETS OVER 75 SQUARE FEET jsection 27-979(b)j. � J �l+ I�r k I o, �a �,1ti �, X TIN {llp I� .� �MV��i1. , ' 1}1.1 4+ ': 1i 1 1 SEAL&SIGNATURE: BE PROVIDED. 11.ALL SMOKE DETECTOR DEVICES REQUIRED TO 8E PROVIDED AND INSTALLED EITHER BE ACCEPTED PURSUANT OT RULES AND ( J 'I+ r 'J," '�"i' AFy "I` r' ' I B TO SET UNDER ALL GRADE DOOR OPENINGS BETWEEN GARAGE AND DWELLING UNITS,UNLESS OTHERWISE NOTED. I X' I 7,M J t „u ll ,.+,4, } i. t n' "� ;rJ, �h .,,� + 51.4"CONCRETE CUR T REGULATIONS PROMULGATED BY THE COMMISSIONER.APROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A ,� �r&' �!h�+P, u 1 I ",i;l l" pJY, i 'i1: 1 ,^ I I E U PARALLEL TO FLOOR JOISTS SUPPORTING THOSE PARTITIONS. 0 4 I ,- .1 TURY r ,�^,r , � �# PROVIDE DOUBLE WOOD BEAMS UNDER ALL PARTITIONS WHICH RUN w 1 52.P NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT I ,,,J,y� ,11 •JX k , t- �y. '"` - I BASE OVER AN APPROVED r ,x a ,;. "Y, `I .+ T10 SE I a _ u. +„. ,.:(:.1. I I iy="� `: :_. 53.BATHROOMS TOILETS AND WATER CLOSET COMPARTMENTS TO HAVE CERAMIC TILE FLOORS AND 6"SANITARY B WHOSE LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS.NO DEVICE SHALL BE DEEMED TO BE W ,;• , f ir.ANDWH 1 a u, ..�i: I. f t.T7 _- ._. I_, .', J •, 11.t.,.,,,�..i�.l' 1u T„, ,.ii I O � D L'� ( '�... LAVATORY TO TO COMPLY WITH H.M.C.ART.3 TILE TUB ENCLOSURE TO G-0"HIGH. SUCH DEVICES SHALL BE IN COMPLAINCE WITH �: 1 d i , DEAFENING.FINISH OF BATHROOMS AND COMPLIANCE UNLESS IT IS EITHER THE IONIZATION CHAMBER OR PHOTO ELECTRIC TYPE 1 G�!i � ', �I ' ,i, d7iu^` r; '+ ''I' �- I' ' U 7' I 1 ° l• r4'4 �, 54.MANSARDS MORE THAN 60 DEGREES ARE TO BE AS EXTERIOR WALLS,REFER TO DETAILS. THE REQUIREMENTS OF PREFERENCE STANDARD IRS 17-1. n ', ;, + }#: ' , ' r j i " I r,- It -:I i 55.REQUIRED SOURCES OF NATURAL LIGHT SHALL HAVE AN AGGREGATE TRANSMITTING AREA OF AT LEAST 10%OF THE FLOOR AREA OF THE i 4, , 'r{ � f I ..,.._ k 1;"_L 11 l i_r_ 1-I+,I t I 1 i, 1 I i,��l.�• eL'-;• ,f �j\i, ; , !lJ C. ROOM OR SPACE SERVED AND ONLY THAT AREA OF THE LIGHT SOURCE ABOVE 30 IN.FROM THE FINISHED FLOOR MAY BE CONSIDERED A5 1 ¢ ( I 1 j � ��� f , ( <� PROVIDING THE NATURAL LIGHT REQUIRED IN ANY SPACE AS PER SEC.C26.1202.3, CARBON MONOXIDE DETECTOR NOTES I 1 z ,, �r'" r 56.BRIDGING-1 1/4 X 3"SPRUCE BRIDGING.MAXIMUM SPACING 8'0"O/C OR EQUIVALENT METAL BRACING. a 1� ` " - 1 1 i.. ._ i.....,,. .. - 57.CLEARANCE-ALL WOOD FRAMING(STRUCTURAL)TO BE 1"CLEAR OF GAS VENTS OR 4"CLEAR OF BRICK CHIMNEY. 1.EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE RECEIVING PRIMARY POWER i 1 t 1 i j 58.FRAMING CORNER POST MINIMUM(3)2"X4".PROVIDE DIAGONAL BRACING FOR ALL TWO STORY FRAME DWELLINGS.MINIMUM 1"X6"TO BE FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT L_______________________________________________________________________________________ I i j I 11�_ � i LAID AT A 40-60 DEGREE ANGLE:.DIAGONAL BRACING WILL OCCUR AT EACH TIER OF FRAMING AND EACH SIDE OF CORNERS. I � � AS PER SEC.C26.1075.3. I a 1 59.DOUBLE BEAMS AND SOLID BRIDGING SHALL BE USED UNDER BEARING PARTITIONS. 2.ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM,WALL OR CEILING I 1 �,� 60.SHEATING-COVER ALL SHEATING FOR EXTERIOR WALLS AND ROOF WITH 15 LB.FELT WITH A MINIMUM OF 4" LAP.SHEATING SHALL COVER MOUNTED AND INDICATED ON PLAN. N ( jti y f AND BE WELL SPIKED INTO FOUNDATION SILL.ROOF SHEATING TO BE 318"PLYWOOD.WALL SHEATING TO BE EITHER 5/8"WATER RESISTANT 3.ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15'4"OF THE ENTRANCE TO ANY SLEEPING ROOM,WALL OR CEILING I -1 I �.,r.�.',� .� SHEETROCK IS TO BE USED.REFER TO DETAIL SHEET FOR ASSEMBLY. MOUNTED AND INDICATED ON PLAN AS PER N.F.P.A.#74-1980;AND AS PER N.Y.C.B.C.TO COMPLY WITH IRS 17-13 AND 17-14 I z i, �> 61,INTERIOR WALL AND CEILINGS UNLESS OTHERWISE NOTED,TO BE FINISHED WITH 3/8"SHEETROCK,LAID UP AS PER MANUFACTURER'S rn 4.A CERTIFICATE OF SATISFACTORY INSTALLATION FOR CARBON MONOXIDE DETECTORS MUST BE FILED WITH THE DIVISION OF CODE I - SPECIFICATIONS.ALL WALLS FACING BATHROOMS,TOILETS,AND WATER CLOSET COMPARTMENTS TO BE FINISHED WITH WATER ENFORCEMENT,H.P.D.10 DAYS AFTER INSTALLATION. 1 j " 1 RESISTANT SHEETROCK FROM FLOOR TO CEILING. ( STONE DRIVEWAY I < I 62.BEARING PARTITIONS ARE TO BE CONSTRUCTED AS PER SEC.C26.1006.BEARING PARTITIONS ARE TO BE CONSTRUCTED OF 2"X4"WOOD I STUDS 16"O/C WITH DOUBLE TOP PLATES OF 2"X4".PROVIDE DOUBLE STUDS AT ENDS OF OPENINGS BETWEEN T-6"TO 6'-0"AND TRIPLE PLUMBING & H VA C NOTES i n 1 1 STUDS AT ENDS OF OPENINGS OF GREATER WIDTH. 1 - I I PROJECT TILE 63.ALL LUMBER TO BE GRADE MARKED.LUMBER TO BE PROVIDED AS SPECIFIED ON PLANS.PLYWOOD SHALL BEAR IDENTIFICATION AS TO 1.ALL WORK SHALL CONFORM TO NATIONAL PLUMBING CODE AND NYC BUILDING CODE AND SHALL BE PERFORMED BY LICENSED PLUMBER I GRADE,TYPE,SPECIES,OR IDENTIFICATION INDEX. AND LICENSED HVAC INSTALLER. I Gj 1 64.TWO 2"X4"FRAMING SILLS OVER FOUNDATION WALLS TO BE ANCHORED TO FOUNDATION WITH 1/2"DIAMETER x 16"LONG BOLTS V-O"O/C 2.CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS AND INVESTIGATE THE EXACT LOCATIONS OF ALL PIPING AND DUCTWORK. 1 +, ALL WOOD SHALL BE CLEAR OF'GROUND AS FOLLOWS:JOIST 18",GIRDERS 12",SILLS 8",SIDING 6'. CONTRACTOR SHALL INDICATE LOCATIONS OF THE NEW WORK CONNECTING TO EXISTING i 65.LATERAL BRACING 2"X6"NAILING PLATE TO BE BOLTEDTHROUGH TOP FLANGE OF STEEL BEAM WITH 1/2"O)BOLTS.ALT,SIDES 2'o"O/C BOLT 3.ALL CONFLICTS WITH THE FIELD CONDITIONS SHOULD BE BROUGHT TO ARCHITECT'S ATTENTION I RESIDENCE I (!3 RESIDENCE EACH COLUMN(I.c.)TO FLANGE'.OF STELL BEAM WITH FDUR(4)1/2.0 BOLTS.ANCHOR EACH L.COL.AT BASE TO CONCRETE FOOTING WITH 4.VERIFY WITH THE OWNER'S EQUIPMENT FOR THE REQUIRED ELECTRICAL SERVICE. FOUR(4)1/2"Ol 16"LG.ANCHOR BOLTS. 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS,FLOORS OR CEILING. 1 1 365 C HAB L I'S PATH 66.MORTAR TO COMPLY WITH ASTM C270 AND TO TABLE RS 10.12. 6.AIR BALANCE SHALL BE PERFORMED AFTER THE COMPLETION OF DUCTWORK. I 365 C H A B L I'S PATH ' 67.BONDING TO COMPLY WITH RS.10,SECTION 7. 7.ARRANGE THE TESTING AND APPROVAL OF PIPING WORK WITH LOCAL AUTHORITIES I z 68.WOOD JOISTS BEARING ON WALLS SHALL BE ANCHORED TO THE WALL 6 FT.MAX.ON CENTERS BY METAL ANCHORS.25 SQ.IN.AND 16" 8.PATCH THE FLOORS,WALLS AND CEILING TO THE STANDARDS OF BUILDING C H A R D O N N A Y WOODS C H AR D O N N AY WOOD S CEILING SHALL BE AIRTIGHT.DUCT WORK THROUGH FIRE RATED PARTITIONS SHOULD I I S LONG,AND BUILT AT LEAST 3 1!2"INTO THE MASONRY,RS.10,SECTION 9.5. 9.ALL PENETRATIONS THROUGH FLOORS,WALLS AND CEIL I �; 1 69.WHERE JOIST ARE PARALLEL TO THE WALL,THEY SHALL BE TIED TO THE WALL WITH METAL STRAPS 8 FT.MAX.O/C AND ENGAGING AT HAVE FIRE DUMPERS. NORTH S O U T H O L D, N Y I �� NORTH S O U TH O LD, NY LEAST 3 JOISTS.ANCHORS SHALL BE IN LINE WITH THE BRIDGING OR BLOCKING AS PER RS.10,SEC.9.5. 1.COMPLETE PLUMBING SYSTEM AND DRAINAGE SYSTEM INSTALLATION SHALL COMPLY WITH SUBCHAPTER 16&IRS 16-1. 70.PROVIDE AT LEAST 2 1/4"OF SOLID MASONRY UNDER JOISTS AND AT LEAST 4"UNDER BEAMS.BEARING SHALL BE 3"MIN.AS PER RS10,SEC. 2.PROVIDE CLEAN OUTS AT BASE OF ALL STACKS. - 10.6. 3.PROVIDE SHUT OFF VALVES ON ALL WATER SUPPLY LINES AT FIXTURES. 71.VENEER OF UNIT MASONRY SHALL BE ATTACHED DIRECTLY TO WOOD STUDS WITH AT LEAST ONE 22 GA.CORROSION RESISTANT 4.PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTIONS. 15 6'-8" CORRUGATED 7/8 WIDE STEEL TIE FOR EACH 3 1/2"SQ.FT.OF WALL AREA AS PER RS.10.1,SEC.11.2.1. 5.PROVIDE AIR CHAMBERS AT TOP OF WATER RISERS MINIMUM 18"HIGH 12X DIA. 72.ALL MASONRY UNITS TO COMFORM TO RSA 0.1 SEC.3.2 6.STANDARD WEIGHT BLACK STEEL PIPE FOR GAS SYSTEM WITH GALVANIZED STEEL FITTINGS 73.ALL STEEL DESIGNED FOR A MIN.22,000 P.S.I.,UNLESS NOTED OTHERWISE ON PLANS.ALL STEEL TO CONFORM TO SEC.C26.1005 AND 7.FLOOR DRAINS SHALL BE PROVIDED WITH REMOVABLE STRAINER AS PER RS 16. C H A BLI'S PATH RS.10.5.INSPECTION OF METHODS OF CONSTRUCTION AS PER TABLE 10.2-C26.1000.7. 8.TRAPS FOR FLOOR DRAINS SHALL BE DEEP SEAL TYPE. 74.STAIRS TO HAVE A MAXIMUM RISER HEIGHT OF 8 1/4";TREAD TO BE A MINIMUM OF 9"PLUS 1 114"NOSING.THE SUM OF TWO RISERS PLUS 9.APPROVED TYPE WATER METER TO BE INSTALLED TO CONFORM WITH LEGISLATION SIGNED INTO LAW ON JULY 31,1985. TREAD(EXCLUSIVE OF NOSING)SHALL BE NOT LESS THAN 24"NOR MORE THAN 25 1/2".HAND RAIL 30"TO 34"ABOVE RAKE.STEEL STAIRS AS 10.ALL PIPING INSTALLED TO SERVICE BUILDING AND WITHIN BUILDING SHALL BE THERMALLY INSULATED AS PER NE WYORK STATE ENERGY J PER C26.604.8 AND TABLE 6.4.HEADROOM OF STAIR TC BE MIN.OF 6'-8"AS PER SEC.C26.604.8. CONSERVATION CONSTRUCTION CODE. SITE PLAN, 75.THE ENDS OF WOOD BEAMS,JOISTS AND RAFTERS RESTING ON MASONRY OR CONCRETE WALLS SHALL BE FIRECUT TO A BEVEL OF 3"IN 11.WATER METERS LOCATED OUTSIDE OF THE BUILDING AND WITHIN THE PROPERTY LINE,SHALL BE INSTALLED IN AN ACCESSIBLE, THEIR DEPTH.C26.1006.5(a). WATERTIGHT AND FROST PROOF PIT OR METER BOX AS PER SEC.P107.3(B). 76.PARAPET WALLS TO COMPLY WITH SEC.C26.503.3 ANDC26.503.4. 12.PLUMBING STACK VENT TO BE MIN 4"DIA.XHCI AND TO EXTEND T-0"MINIMUM ABOVE FINISHED ROOF. GENERAL NOTES 77.ROOFS HAVING A SLOPE OF MORE THAN 60 DEGREES TO THE HORIZONTAL SHALL BE CONSTRUCTED OF MATERIAL HAVING THE SAME FIRE 13.INSTALLATION OF WATER SUPPLY SERVICE LINES SHALL COMPLY WITH SEC.P107.2.RESISTANCE RATING AS REQUIRED FOR AN EXTERIOR WALL OF THE BUILDING OF WHICH IT IS A PART.WHEN THE SLOPE IS 60 DEGREES OR 14.SEPARATION OF WATER SUPPLY SERVICE AND BUILDING SEWER SHALL COMPLY WITH SEC.P107.2(B)(6). ��� LESS TO THE HORIZONTAL THE:SLOPING ROOF SHALL BE CONSTRUCTED AS REQUIRED FOR THE ROOF OF THE BUILDING.THE BACK OF A 15.PROTECTIVE COVER FOR SERVICE PIPE SHALL COMPLY WITH SEC.P107.2(B)(6). w FALSE MANSARD,WHEN EXPOSED TO THE OUTDOORSSHALL BE RECOVERED WITH NON-COMBUSTIBLE MATERIAL OR WITH ROOF 16.WATER METER LOCATION SHALL BE SUBJECT TO APPROVAL BYTHE DEPARTMENT OF WATER SUPPLY,GAS AND ELECTRICITY,AND SHALL COVERINGS AS REQUIRED FOR THE ROOF OF THE BUILDING AS PER SEC.C26,508. COMPLY WITH SEC.P107.3(B). SCALE : I16�� : �_O�� 78,APPROVED TYPE IRON JOIST HANGERS TO BE USED WHEREVER WOOD MEMBERS FRAME INTO ONE ANOTHER.TECO CONNECTORS B.S.A. 17.PRIOR TO THE INSTALLATION OF HOUSE DRAIN,PLUMBING CONTRACTOR SHALL CHECK AND VERIFY DEPTH OF SEWER/SEWERS IN STREET, CAL.No.325.66 S.M.(A.I.A.FILE 19b OR 14I)MAY BE USED. TO ASCERTAIN THE COMPLIANCE OF PROVIDING THE MINIMUM REQUIRED PITCH OF HOUSE SEWER,AS PER BUILDING CODE 79.PARTITIONS BETWEEN APARTMENTS ARE TO BE FIRE FETARDED ON BOTH SIDES WITH 518"SHEETROCK FIRE CODE 60.THESE PARTITIONS REQUIREMENTS. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY PRIOR TO START OF ANY WORK. DATE: 1 I/21/2O1 TO BE FIRESTOPPED BETWEEN FLOOR BEAMS WITH SOLID WOOD BLOCKING. 18.ROOF GUTTERS INSTALLED AS PER IRS 16-19. $0.WHERE NON-COMBUSTIBLE PIPES AND CONDUITS PASS THROUGH RATED CONSTRUCTION,THE NET AREA OF SUCH OPENINGS MAY NOT 19,PLUMBING CONTRACTOR SHALL VERIFYALL INVERTS AND EXIST CONDITIONS PRIOR TO THE INSTALLATION OF NEW WORK PROJECT NO.: EXCEED 25 SQ.IN.IN ANY 100 SQ.FT.OF WALL OR FLOOR AREA.THE SPACE BETWEEN THE PIPE AND ITS SLEEVE OR OPENING MAY NOT 20.ALL HOT AND COLD WATER LINES TO BE INSULATED WITH FIBERGLASS-FOIL BACKED INSULATION JACKETS. EXCEED 1/2"AND WILL BE PACKED WITH NON-COMBUSTIBLE MATERIAL SUCH AS ROPE ASBESTOS,MINERAL WOOL,OR FIBERGLASS AS PER 21.WASHING MACHINES TO BE PROVIDED WITH VACUUM BREAKERS. ALL WASHING MACHINES SHALL BE M.E.A.APPROVED TYPE,VACUUM DRAWING BY: M SE.C26.504.5 AND ACCEPTED BY BUILDING DEPARTMENT COMMISSIONER. BREAKER BY SINGER CORP.,M.E.A.398-87E. CHK BY: HARRIET N. 81.FIRESTOPPING TO BE PROVIDED AS PER SEC.C26.504.'.REFER TO FIRESTOPPING DETAIL SHEET.WRITTEN NOTICE TO BE GIVEN A/E 22.LAUNDRY ROOM!BOILER ROOM FLOOR DRAINS,TRAPS FOR FLOOR DRAINS,SHALL BE DEEP SEAL TYPE. SCOPE OF WORK; KITCHEN / INTERIOR RENOVATION RESPONSIBLE FOR CONTROLLED INSPECTION FOR FIRESTOPPING 72 HOURS PRIOR TO INSTALLATION OF ANY SHEETROCK AND ANY 23.PLUMBING FIXTURES TO COMPLY WITH NATIONAL STANDARD OF REFERENCE STANDARDS RS-16 O FINISHED WALL. 24.ALL NEW WATER CLOSETS AND ASSOCIATED FLUSH VALVES INSTALLED SHALL MEET WATER SAVING 1.6 GALLON TYPE AND LABELED A5 mid 0 w 0 0 A"Ilk SUCH. A %w V 25.DRY WELLS TO BE INSTALLED AT LOCATION SHOWN ON SD 1-2 APPLICATION FILED WITH THE NYC DEPARTMENT OF ENVIRONMENTAL PROTECTION. ICAD FILE No: a ncok m ARCHITECTS ARCHITECTS & PLANNERS HCN DESIGN & j CONSULTING SERVICES INC. AREA OF WORK — \ — —�WORK — — HARRIET CALOS NIKAKIS, R.A. r i — — — — — — —• 36 -03 DiTMARS BLVD. I ( LIC, NY 11105 / II ------ - - I I OFFICE: 718-204-2765 FAX: 718-204-276/8 i , ! !ISTEPS TO BE REMOVED;, I I \ / I _•- ---- EFAX: 516-908-7892 _- --__ ___-__ _ __---- ----------------_-__--_-----------------------------'-----'-------------� ---------- ---------------------------------------- ------------------------------------------------- I i-- / 1 'I _ --R REPLACED I r ----------- ,- ----- EMAIL: hcn con sul ting�ool.com %r- I�HWIN OW --- i I D.W i WEBSITE: www.hcndesign.com 1 I I I I RELOCATED SINK j I I I o 1 NEW I © ALL RIGHTS RESERVED I FE . THIS DRAWING INCLUDING ALL GRAPHIC AND ______NOTO_B_E_RIIMOV ALL BAR REPLACE--- SINKSTOVE WRITTEN MATERIAL CONTAINED HEREIN, ------------------- THE ORIGINAL AND UNPUBLISHED -------f`I-- - 1 � ` 14'-4" 14'-4" I WORK OF HCN DESIGN;AND MAY NOT BE COPIED L- - -------------i's_'i% '`° I I RENOVATED o OR USED WHOLE OR IN PART,FOR ANY PURPOSE I I RELOCATE SINK KITCHEN f i I WHATSOEVER WITHOUT WRITTEN PERMISSION. I ! EXISTING ST&L I I KITCHEN TO BE ROTAT Jf 1 DINING ROOM j — — — — — — — 1 I i CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 1 I AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD I I — — — — — — — — '{,.. I N I; DINING ROOM I FITAND QUALITY OF WORK. NO ALLOWANCES SHALL I I I N (' I BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY I I I j j i ERROR OR NEGLECT ON HIS PART I -------------- I ' I I EXIST. ISLAND I REF. DATE ISSUE No. DESCRIPTION I I I I I I I ' I ii I --------------------------- L------I i REF. L------ IiIIj ,IIIII1II ED aIiIi �II1II1 III f ` ,III IjIIIIIiIiII o IiII ------- -------------iII -- NEW , EXHAUST ` VENT. ------------ ----------- JPANTRYF PANTR REL ED DRYER AREARELOCATED WASHER OF WORK CLOSET EXIST. CLOSET RELOC SINK U NEW RAISED STONE HEARTH DN UP L------------ LAUNDRY AREA PRE-FAB FIRE PLACE [JDII UP FOYERFOYEROPEN ELLAR I LIVING ROOM LIVING ROOM i --- FOYER, I UP I P 1 j I ---------�- I i I I � I I I CLOSET I 18'-4" 7'-4" 10'-8" ' I I CLOSET ' I I 1 I I j I j SEAL&SIGNATURE: CLOSET I I ( I `----------- -� ----------� I I I �\ CLOSET ------------------------ ------------------------ I I --------------. I ----- --- -"- - � I NON-BEARING WALL I I I =_____q I TO BE OPENED I I �✓ �rv^® DBATHROOME BATHROOM BATHR00 'jGAa~L0ARE—FWO—RK BATHROOM 1l ----- CLOSET CLOSET r `• a 1 I I '.\ I ZI T 4'-4" ^ _. 14'-4" BEDROOM1 i • • I I I _ I I I p o I PROJECT TILE I I N � I cr BEDROOM i Q Z5 { I I Lu coy RESIDENCE 1 ! 365 CHABLI'S PATH I I CHARDONNAY WOODS I , I i CLOSET- I EXI SET I Ell ' NORTH SOUTHOLD, NY I I I i j--------------------------------------------------- ----------------------------------- ------------ l ------------ -- I ----------- --- -------� I I ------------------------------------ - ------------------------------------------------------------ -------- - PROPOSED CELLAR EXISTING /DEMO PROPOSED CELLAR PLAN EXISTING/DEMO FIRST FLOOR PLAN FIRST FLOOR PLAN 1 SCALE :3/16" : 1'-0" 2 SCALE :3/16" : 1'-0" 3 PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR SCALE :3/16 . 1 0 DATE: 11/21/2017 PROJECT No.: DRAWING BY: G.M CHK BY: HARRIET N. DGW No.: A=002m0u'% CAD FILE No: HCN ARCHITECTS ARCHITECTS & PLANNERS HCN DESIGN & CONSULTING SERVICES INC. HARRIET CALOS NIKAKIS, R.A. P� P2 36 LOC DITMARS BLVD. NY 11105 3" VENT THRU ROOF 3" VENT THRU ROOF -----_----------------------------- OFFICE: 718-204-2765 FAX: 718-204-276/8 ----------------------� --------------------- {- ROOF EFAX: 516-908-7892 ROOF i EMAIL: hcnconsulting@ool.com 1 M 1 WEBSITE: www.hcndesign.com EXISTING BATHROOM EXISTING BATHROOM 1 1 ..•'ti 1 ALL RIGHTS RESERVED THIS DRAWING INCLUDING ALL GRAPHIC AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF HCN DESIGN;AND MAY NOT BE COPIED N1 LAV ^1 { i { LAV { OR USED WHOLE OR IN PART,FOR ANY PURPOSE TOILET 1 1 r 1 1 i TOILET r WHATSOEVER WITHOUT WRITTEN PERMISSION. 1 r { { TUB { 1 TUB 1 1/2" ; SHOWER 1 1 2" _____ CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 1 / ------------------------------- AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD _ __ __-___--__--. SECOND FITAND QUALITY OF WORK. NO ALLOWANCES SHALL —————— — 2 —— 2 / 2" 4" BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY SECOND 4• ERROR OR NEGLECT ON HIS PART 'ot12 EXISTING BATHROOM EXISTING POWDER ROOM RENOVATED KITCHEN 2x4 O DATE ISSUE No. DESCRIPTION @ 16„ STUDS O.C. r• NEW { RELOCATED 'y AREA OF WORK 5/8"TYPE N > r l BAR 1" KITCHEN 1 "�1� { '-� � SINK {a' SINK EXISTING GYP.BOARD 1 i �' BOTH SIDES. TOILET 1 LAV i 1 I { RELOCATED •' { 1 USE W.R.GYP. BD. 2 1/2"GLASS FIBER BATTS r TUB 1 1IUW @ BATHRM SIDES OPTIONAL 1 1/2 1 1/2" 2" 1 2" -------------------- -- -------- --------- -- -- ---- --------VIL ----- ------- ----------- FIRST FIRST 4" ---- 4 - 2 4" ���t���������®��� , N =4 1\ e RELOCATED NEW LAUNDRY AREA OF WORK DRYER � SINK NEW � " ® WASHER = �A 4 A a � � 2" -------------------- ---- ------- ----------------------------------------- -- ------- -- -------------- CELLAR CELLAR e 4" TO SEPTIC 1m ® TAN K 00 ®,..,......�,.....,.. - Paftition 1 NEW PLUMBING RISER DIAGRAM GAS RISER DIAGRAM EARIN G 8 N&N ON-BEARING 1 HR B EARIN 2 SCALE : SCALE • N/S SEAL& SIGNATURE: KEY NOTES OR SHALL REMOVE CAREFULLY INTERIOR PAR77T7ON WALL TO y + CXL0&A,, 1. CONTRACT � ��• �• CEILING it 2. CONTRACTOR SHALL REMOVE EXISTING DOOR AND FRAMES `'p v A. / J. CONTRACTOR SHALL REMOVE AND RELOCATED EXISTING SLIDING DOOR. TOPJ 4. CONTRACTOR SHALL CREATF A NEW OPENING DOOR. 5. CONTRACTOR SHALL CAREFULLY REMOVE EXIS77MG PIPES AT EXISTING LAUDRY AND KITCHEN 2 1/2"25GA. 6. CONTRACTOR SHALL RELOCATE EXISTING DOUBLE DOOR METAL STUDS 16"O/C @ PROJECT TILE Z ADJUST HEADER AS NEEDED 8. REMOVE BASEBOARD AND RELOCATE s. (2) 1/2"TYPE'X' RESIDENCE 9. REMOVE HEADER GYP. BID.STAGGERED NTS 365 CHABLI'S PATH (2) 1!2"TYPE'X'GYP. 10. CONTRACTOR SHALL PATCH AND REPAIR ALL EXIS77NG SURFACES DAMAGED BD.JOINTS DUE TO REMOVALS STAGGERED PLAN CHARDONNAY WOODS 11• CONTRACTOR SHALL REMOVE CAREFULLY EXIS77NG STAIRS NORTH SOUTHOLD, NY WOOD BASE FLEXIBLE SEALANT TYP. EACH SIDE >t BOTTOM REMOVAL OF MATERI ALS 4" PLUMBING RISER DIAGRAM 1. COMBUSTIBLE WASTE MATERIAL OR COMBUSTIBLE DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE, AND SHALL BE REMOVED FROM THE SITE AT REASONABLE INTERVALS, IN ACCORDANCE WITH THE REQUIREMENTS OF THE Paftition FIRE DEPARTMENT. FIRE RATING: 2 HOURS 2. NO MATERIAL SHALL BE DROPPED OR THROWN OUTSIDE THE EXTERIOR 2 DATE: 11l21/202;5 WALLS OF A PROPERTY PROJECT No.: J. PRECAU77ONS SHALL BE TAKEN TO PREVENT CONCRETE OR MORTAR DRAWING BY: WASHINGS, SAND, GRIT OR ANY OTHER MATERIAL THAT WOULD CAUSE CLOGGING FROM ENTERING A SEWER OR DRAIN. CHK No HARRIET N. DGW No.: ®0 Aeft Aw e CAD FILE No: