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HomeMy WebLinkAboutBP22-074 , s , 0 O N F-4 \ \ I--1 ~ y W 1,n in � ti y . � �T � y ca O I••� , CA 00 F-� a N v N Ll. ' C i, •• -' O 00 to a O C F P V a & L N C C' d A� r+ ; 00 C p p O G a3 � a.� �+■l o o a a U �C1 a m 4. y x a A � V , � O ob a S ca ■H i 1 � � hoo �i O W w o a °' � �q V C UZ z � r-� � � (� ��- r � � � w � � � � °off � • z wA o V � x �ooa `� � V w wu W x z U = W W G� �..� C 7 V O > as v m , 1� Z V O o w� kIR �A a w w o ou rya W W O �^ au, W OZ F H in Z oho A �i ¢ U o y 9 5 ^w• 1�1 �' © 0 0 ,05 Y V Fit LU Q x cn N O �3 z vQ W QUOdz ..� V O U z � � a W m A .1Z A z O a MI °" v a o a Z N Z CW7 Fi a I'll � .. � � _ 'r �-s A aW. z o � aw Ln �I Gq a ►..•1 W > xC,n � � BUILD MENT VIL E OF RY OOK APR 19 2022 938 KING ET Ri'i;Blz` ,NY 10573 VILLAGE. OF RYE BROOK 4 BUILDING DEPARTMENT INTERIOR BUILDING PERMIT APPLICATION FOR OFFICE USE ONLY: �7 r� Approval Date: APR 2 9 I Permit #: &_)-�11-07�(Application -Fee: $ ` 5 Approval Signature: Permit Fees:S Disapproved: Other: Application dated: 04/15/2022 is hereby made to the Building Inspector ofthe Village of Rye Brook,NY,for the issuance of a Permit for the interior alteration of an existing building,or for a change in use,as per detailed statement described below. 1. Job Address: 22 Rock Ridge Drive SBL: 135.35-1-18 Zone: R-10 2. Proposed Improvement.(Describe in detail):Finishing of existing basement level. 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No: Yes: x If yes, indicate: TIER I: x TIER II: TIER III: 4. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc...) :No: x Yes: (if yes,please submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 5. Occupancy;(1 fam.,2 fam.,comm.,etc...)Prior to Construction: ONE-FAMILY After Construction: ONE-FAMILY 6. N.Y State Construction Classification: V-B N.Y. State Use Classification: R-3 7. Property Owner: Zorayda and Walter Lynch Address: 22 Rock Ridge Drive, Rye Brook, NY 10573 Phone# Cell#917-825-0844 email: gakil@optonline.net 8. Applicant: Jan Cadek Address: 63 Shelley Avenue, Port Chester, NY 10573 Phone# Cell#914-649-8473 email: hans@hanseadek.com 9. Architect: Jan Cadek Address: 63 Shelley Avenue, Port Chester, NY 10573 Phone# Cell#914-649-8473 email: hans@hanscadek.com 10. Engineer: Address: Phone# T r Cell# email: / _ 11. General Contractor: /y �/�D/jJFfQG�J�Xj,�C Address: /�I t 1 41J 4,1714)-tS�14- 4 d/ Phone 0914-17 7 414 I' ' lam? e4e.5 email: AN 7� 12. Estimated cost of construction $ �n t o O (NOTE The estimated cost sliall include all labor,nr. iElhlding.fixed equipment,professional fees,and material and labor which may be donated gratis.) 13. Job Timetable: Start: ZV ry F_ z0?:L Finish: `-0 (1) y WIED BUILD :� R MENT VF IEV1L R" OOK 1 9 2022 938 KING ` 6T RYE BR ,NY 10573 `t 4 '� VILLAGE OF RYE BROOK A BUILDING DEPARTMENT AAAAittAfAAtifAt**ifi****ti#AAftf#****#AAiiif*i AAAtiAtAAAiAtfA**AfA#Ai*Ak#iAi#ttiAt*A*AiitiAtAtkitkktkk AFFIDAVIT OF COMPLIANCE VILLAGE CODE §l216 f STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE Of THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG 'WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Zorayda and Walter Lynch ,residing at, 22 Rock Ridge Dr, Rye Brook, NY 10573 (I'nnt nunrc) (Addms5 4 hac you lo,cl being duly sworn,deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 22 Rock Ridge Drive ,Rye Brook, NY. (Job Addirsc) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains,sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject properly in accordance with all State, County and Village Codes. Zorayda nd Walter Lynch �ru A.:;Cif i,fNr[�pro., fl� lil1t511 Sworn to efore me this d 0ZZ =Floreslores cadekNTATE OF NEW Y©RKo•©1n4333383stepester Countypires 01111/2024 8112,2021 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To:The Building Inspector of the Village of Rye Brook. From: Jan Cadek, R.A. Subiect Property. 22 Rock Ridge Drive SBL: 135.35-1-18 Zone: R-10 Please take notice that the subject;a one or Two Family; o Commercial, o New Structure E " IE ❑Addition to an Existing Structure a Rehabilitation to an Existing Structure APR 19 2022 to be constructed or performed at the subject properh,will utilize; VILLAGE OF RYE BROO ❑Truss Type Construction(TT) BUILDING DEPARTMEN ❑Pre-Engineered Wood Construction(PW) a Timber Construction(TC) T`r in the following location(s); ❑Floor Framing,including Girders&Beams(F) ❑Roof Framing(R) ❑Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. 4day me tl Sworn to befure me this 14th ,20.7 day of ,20 22lurty Owner Sig of Design Professional Zto-Lynch Jan Cadek Prin ame of Pr y Own PrintLie Dc n Pro ssional Notary Public tary Public Sheen R Flores Cadek NOTARY PUBLIC,STAT> OF NEW YORK Saasnt�Flores Cadek Rc&ndon No.OIFL6335383 NOTARY pgWc,STATE OF NEW YORK Qufifwd in wodchoster Camry i Regimr oa No.0tFLA335383 Commission I zpim 0 111112024 QuaMod in Westchester COWY Commission Espites 0 U I ll2024 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNT)'OF WESTCHESTER Jan Cadek , being duly sworn,deposes and states that he/she is the applicant above named, (print cwmc of indisidual signing as the applicant) and further states that (s)he is the legal owner of the property to which (his application pertains, or that (s)he is the architect for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,anorney,etc.) That all statements contained herein are true to(lie best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application,the property owner further declares that he/she has inspected the subject property, and that to the best of hisiber knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Swum to before nae this L'L' Swum to before me this 14th , day of l , 20 2.�'L� day of t 2022 i Signs ncr iVan n ureofAppti cant Zora a Pretto-Lynch Cadek Print Name of Prcperty )wncr Pnnt Nam f Appheant :Votary Public btnn Puhlic Sheens iR Plot"Cadek Sbectia R Flores Cadet NOt'ARYg ST.1i8lN NOT.gRY PU$LIC, NEW STATE OF W yo tK 00 No.OIFW3S Y0 3393 ftisUttion No.OIFL6335383 'Ww 1e w co" QUUW's W.Mharer CM.1y ki"OUI1/2024 almicsioa Expires 01/1 U2424 (4) REMOVE EXISTING DOUBLE HUNG WINDOWS AND NSTALL NEW EGRESS WINDOW.ANDERSEN CASEMENT WINDOW, MODEL i CXW235,R.O.IS 6'-1/8'XS-5 3i 8'. SILL HEIGHT TO BE MAX.44'ABOVE FINISHED FLOOR, FINISHED BASEMENT NOT GLAZING TO BE TEMPERED.GRILLE PATTERN,HARDWARE, COLOR AND FINISH TO MATCH EXISTING. - — NEW TYPICAL FLOOR TO BE VINYL PLANKS APPROVED FOR USE AS A FLOOR T.B.D BY OWNER.REPAIR EXISTING — SEPARATE APARTMENT OR NEW GUARDS 36'HIGH ABOVE ADJACENT GRADE- — CONCRETE SLAB AS NEED W/VERTICALED. USE PVC SPINDLES.BAPS BETWEEN SPVINYL RAILING INDLES S SHALL NOT I — -------NEW TYPICAL OUTSIDE PERIMETER WALL TO BE I DWELLING UNIT ALLOW PASSAGE OF 4'DL0.SPHERE. I 2X4 0 16'O.C.KEEP 1'OFF EXISTING CONC. I NEW HARDWOOD HANDRAIL,PAINTED.USE METAL FOUNDATION WALL.P.T.SILL PLATE ON TOP OF ------- WALL MOUNTED BRACKETS.HANDRAIL HEIGHT TOEXISTING CONC.SLAB.PROVIDE R-13 GATT BE MIN.341 MAX.36'ABOVE SLOPPED PLANE ^ I NEW INSULATION,AND °THICK GYP.WALL BOARDS, I i, NEW ADJOINING TREAD NOSING. I BEDROOM PAINTED. I ;BEDROOM NEW TYPICAL INTERIOR WALL TO BE 20 0 DROP CEILING AS NEEDED TO ALLOW — - UP 7' 3'-6' 16'O.C.P.T.SILL PLATE ON TOP OF EXISTING SD Q"- - EXISTING DUCT WORK MIN.CEILING I '-3' 2'-6° CONC.SLAB.PROVIDE'THICK GYP.WALL IT HEIGHT TO BE 7' F.D.I —— '—— BOARDS 0 BOTH SIDES,PAINTED ❑ `V DROPPED DOWN CEILING UNDER � EXISTING BEAM �� (2)11VXDOOR• LINEN I N CLOSET CLOSET I NEW IN NEW LINEN CLOSET TO BE EJECTOR PUMP ut 2 —— —————— FOR BATHROOM.NEW TYPICAL CEILING TO BE r GYP. 8 ao o 2 1 BYPASS BARN DOOR R N _-_- -- -lyEY11 BOARDS,PAINTED.PROVIDE R-30 GATT — ____ kLR INSULATION BETWEEN EXISTING JOISTS. it BATH BATH CLNG.HEIGHT 96'. ;,, NEW NEW CERAMIC PROVIDE r THICK MOISTER RESISTANT GYP. • BOARDS 0 ENTIRE BATHROOM-WALL do BUILD NEW WD STEPS OVER R CEILING. EXISTING CONCRETE STEPS.FINISH 4' NEW /� `` NEW r TO BE HARDWOOD TREADS. PLAY ROOM d INSTALL SOLID 1 J'THICK SOUND PROOF DOOR �� PLAY ROOM a PROVIDE SOUND ATTENUATION BATT INSULATION �� _ PROVIDE NEW ACCESS OPENING CESS � e NEW DOOR 24X80' — UP 3 MUSIC STUDIO 0 MUSIC STUDIO WALLS --- r PflUS N¢'�fUD10 —NEW SHELF-P.T.2X4 ON FIAT AROUND 1 �. J TP `� EXISTING CONC.FOOTING.TOP TO BE'THICK /' -w FINISH PLYWOOD,PAINTED. ---- rn. — --------- ------------ - --- ------------ PROVIDE NEW OPENING W/GRILL DEHUMIDIFIER SHELF I /mrw �� I SHELF I SHELF - —NEW 2X4 ON FLAT W/'THICK GYP.WALL .` r aosTi COVER FOR EXISTING DEHUMIDIFIER BOARDS OVER EXISTING STUCCO WALL. L ............ DOOR S O ATER LINE ❑ ETER EXISTING EXISTING EXISTING BASEMENT BASEMENT EXISTING EXISTING LAUNDRY EXISTING DRYER WASHER SINK � EXISTING EXISTING MECHANICAL RM �` MECHANICAL RM BOILER � I EXISTIN0 GO >- AIR-HANDLER EXISTING HOT WATER UP o_ EXISTING EXISTING GARAGE � GARAGE r--------------------I FILE COPY I I I I 1 I I I I I I I I I I I I I 1 1 I I I I I I I I Q HANS CADEK ARCHITECTURE v I I I I I I I I / WWW.HANSCADEK.COM 63 SHELLEY AVE,PORT CHESTER,NEW YORK -----_`_- ---------- JANCADEK779GMAIL.COM,P-914 649 8473 PROPOSED ELEARICAL NOTES: BASEMENT PLAN 1 SCALE-ln/ =1'-7 =0 OUTLET DUPLEX EXISTING CONSTRUCTION $ GFl OUTLET DUPLEX ��, o PERMITS vs swrraH c27dl/ NEW CONSTRUCTION ® RECESSED LED LIGHT S g L# PLAN NOTES: ®2 RECESSED LED LIGHT W/COVER LENS 0 BATHROOMS AND ALL a°SETS DATE A P P ROA P 2022 1 FLOORS: BATHROOMS #2: 04/26/2022•REVISION Ol NEW FLOORS-VINYL PLANK FLOORING T.B.D.BY LP PENDANT LIGHT ISSUE#1: 04/15/2022-CONSTRUCTION DOCUMENTS OWNER,REPAIR EXISTING CONCRETE SLAB BELOW AS NEEDED.NEW BATHROOM TO HAVE CERAMIC TILE FLOOR D SMOKE DETECTOR UNIT PROJECT NAME AND LOCATION 2. INTERIOR WALLS do CEILING: BOA1;�; RDS,PAINWTE�D,NEEWW BATHRODMTOTMHAAVE MOISTER ® CARBON MONOXIDE DETECTOR UNIT BUILDING INSPEC age of Rye brook,NY LYNCH RESIDENCE RESISTANT GYPSUM BOARDS. 3. INTERIORRIOR TRIMS: 22 ROCK RIDGE 4. HEATINALL G AND COOLING: EW INTERIOR TRIMS TO MATCH EXISTING NOTES CONTRACTOR TO VERIFY EXISTING(OR INSTALL NEW)SMOKE RYE BROOK,NY 10513 -EXTEND EXISTING HVAC SYSTEM DETECTOR AND CARBON MONOXIDE DETECTOR TO BE 0 THESE SMOKE DETECTOR SHEET NAME AND NUMBER • INSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING PROPOSED FLOOR PLANS • OUTSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING IN IMMEDIATE VICINITY OF THE BEDROOMS • ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING DATE: 4/26/2022 A101 BASEMENT AND CELLAR u�m CARBON MONOXIDE DETECTOR • THE LOWEST FLOOR LEVELS OF THE HOME,BASEMENTS AND BR FIRST FLOORS,ALL COMMON AREAS OF FLOORS WITHW 4 THIS DRAWING&DESIGN ,��(sED,gR S. AP LAYOUT IS THE PROPERTY � �5 OF JAN CADEK. THIS ELECTRIC DRAWING&DESIGN BASEMENT PLAN LAYOUT MAY NOT BEWITHOUT # V./SCALE-1/4"=1'-V VILLAGE O S ROOK H P EOXPRESDS WRITTEN NJ► BUILDING DEPARTMENT CONSENT COPYRIGHT.JAN �� a 1 A �pQ' CADEK 2022© C)F NEB 8 PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS SECTION I: GENERAL DATA CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" SECTION 6: WOOD&PLASTICS SECTION 9: WINDOWS AND DOORS SECTION 12: SPECIALTIES EXPOSED TO EARTH OR WEATHER(/5 BAR OR SMALLER) 1)2" 1 ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE EXPOSED TO EARTH OR WEATHER(/6 BAR OR LARGER) 2" 1 ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE'NATIONAL DESIGN i SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS OF ALL EXTERIOR AND INTERIOR 1. NO WORK UNDER THIS SECTION. OF NEW WORK STATE.ALL CONTRACTORS SUB CONTRACTORS ARE T COMPLY NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SECTION 13: EQUIPMENT(ONLY AS REQUIRED) - WITH ALL CODES AND O.S.H.A.REQUIREMENTSNTS PERTAINING TO THEIR WORK.. SLABS,WALLS AND JOISTS ��" LUMBER MANUFACTURERS ASSOCIATION SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS'AS PUBLISHED BY THE NATIONAL WINDOWS AND ODORS WI 2 ALL GLAZING IN DOORS,SHOWER/NB ENCLOSURE AND DOORS.FIXED SIDE UCH1S AND 2. THE GENERAL CONTRACTOR(G.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL BEAMS,GIRDERS.COLUMNS 2 ALL LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD.SOUND,DRY MATERIAL FREE FROM INTERIOR PARTITIONS WHERE SUCH GLAZING EXTENDS TO WITHIN 18'OF FLOOR LEVEL TO BE LABOR.MATERIALS,TOOLS,EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND LARGE AND LOOSE KNOTS,SNAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE SHATTERPROOF TYPE GLASS,TEMPERED OR LAMINATED AS PER CODE REOUIREMENTS.(SEE SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS REQUIRED BY THE (PRINCIPAL REINFORCEMENT,TIES. IMPAIRED AND OF SIZED INDICATED ON DRAWINGS. PLANS FOR LOCATION) I. ALL KITCHEN APPLIANCE$AND LAUNDRY EQUIPMENT TO BE SUPPLIED BY THE OWNER.THE CONSTRUCTION OOCUMEOi$,UNLESS OTHERWISE NOTED. PREPARATION AND STIRRUPS OR SPIRALS) 1}2' CONTRACTOR IS TO INCLUDE COST OF INSTALLATION OF THIS EOUIPMENT AND COST OF ALL 3 ALL WORKMANSHIP INCLUDING NAILING.BLOCKING.BRIDGING.ETC.SHALL CONFORM TO THE 2020 3. ALL GLAZING IN DOORS AND WINDOWS IN BATHROOM&SHOWER AREA MUST BE MECHANICAL AND/OR ELECTRICAL CONNECTIONS FOR A COMPLETE INSTALLATION INSTALLATIONS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST 9. LENGTH OF REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE RESIDENTIAL CODE OF NEW YORK STATE AND 2020 BUILDING CODE OF NEW YORK STATE SHATTERPROOF TYPE GLASS,TEMPERED OR LAMINATED AS PER CODE REQ'TS. WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY NOTED ON DRAWINGS. REQUIREMENTS,BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS.. 3. THE C.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL 4 PROVIDE LEDGER,BLOCKING.NAILERS.AND ROUGH FRAMING HARDWARE AS REWIRED. APPLICABLE CODES AND REGULATIONS IN REGARDS TO THEIR WORK ON THIS PROJECT. 10 WELDED WIRE FABRIC IS TO CONFORM TO A.S.T.M.SPECIFICATION A-185 SECTION 10: MECHANICAL/PLUMBING 5 ALL NEW LUMBER SHALL BE OOUGLAS FIR LARCH,NO 2 OR BETTER.WITH MIN F8-900 PSI AND E (ONLY AS REQUIRED) 11.ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 3/4'DOWN 1,600.000 PSI 4. THE C.C.&SUB-CONTRACTORS TO PROVIDE AND FILE WORKER'S COMPENSATION WITH THE FROM TOP OF SLAB.AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BUILDING DEPARTMENT BE AS INDICATED ON THE DRAWINGS.BUT IN NO CASE IS THE W.W.F.iO BE LESS THAN 6 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE KILN DRY. 6x6-W1.4/W1.4 W.W.F.FOR 4"SLABS.FIBER MESH REINFORCEMENT INTEGRAL WITH THE 1. PROVIDE HVAC SYSTEM USING HYDRO AIR. PROVIDE SEPARATE ZONES&INSTALL THERMOSTATS 5. THE G.C.10 MAKE THE OWNER ADDITIONAL INSURED CONCRETE MIX MAY BE SUBSTITUTED FOR W.W.F.IN 4"SLABS ON GRADE 7 ALL BEAMS AND JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. AS REQUIRED SYSTEM TO BE DESIGNED BY HVAC CONTRACTOR TO MEET ALL APPLICABLE CODES 6. THE C.C.IS TO TO OBTAIN AND PAY FOR ALL APPLICABLE PERMIT FEES THE &COORDINATE WiTH ARCHITECT AND OWNER. SUB-CONTRACTORS ARE TO OBTAIN AND PAY FOR PERMITS REWIRED IN CONNECTION VAIN 12.W.W.F.IS iO LAP ONE FULL MESH SQUARE AT ALL SIDE AND END LAPS.AND BE WIRED 8. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF OPENINGS UNLESS OTHERWISE NOTED ON HVAC CONTRACTOR TO PROVIDE SIZING CALCULATIONS FOR(BTU)IN ORDER TO PROVIDE SHOP DRAWINGS: THEIR WORK.(UNLESS AGREED DIFFERENTLY W/OWNER) TOGETHER. PLANS EFFICIENT BOIEER UNIT SIZE..(SEE RESCHECK) 7. THE C.C.AND ALL SUB-CONTRACTOR'S ARE TO ARRANGE FOR AND PAY FOR ALL FEES IN 13.PLACE A MINIMUM OF 4-CRUSHED STONE UNDER ALL SLABS ON GRADE.(OR AS INDICATED 9. PROVIDE(2)2X8 MINIMUM HEADER WHERE ROUGH OPENING DOES NOT EXCEED 3'-0-. SEE HEADER 2. CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL CONNECTION WITH ALL REWIRED INSPECTIONS.(UNLESS AGREED DIFFERENTLY W/OWNER) ON DRAWINGS) SCHEDULE AND PLANS FOR SIZES. PLUMBING,RELATED FIXTURES,VENTILATION,HEATING AND AIR CONDITIONING ALL WORK SHALL PROVIDE SHOP DRAWINGS FOR THE ARCHITECTS REVIEW COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE&LOCAL CODE. AND APPROVAL OF THE THE FOLLOWING ITEMS: 8. PLANS ARE SUBJECT TO CHANCES AS DIRECTED BY THE BUILDING DEPARTMENT. 14.INSTALL 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE.LAP ENDS A 10.PLYWOOD AND OR ENGINEERED SHEATHING FOR SUBFLOOR SHALL BE 3/4'. 1/2'ON WALLS AND SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL TRADES. MINIMUM OF 6•AND TAPE,OR 1 LAYER OF INSULTARP. 3/4-ROOF SURFACES APA C-C PLUGGED EXTERIOR OR APA UNDERLAYMENT EXTERIOR INDEX STAMP 9, THE G.C..AND ALL SUB-CONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS, SHALL BE VISIBLE ON ALL SHEETS(OR AS INDICATED ON DRAWINGS).INTERIOR WALLS TO HAVE 3. HEATING,FRESH AIR EXCHANGER AND A.C.EQUIPMENT SHALL BE SO SIZED AND 1 HVAC CENTRAL SYSTEM PERFORMANCE SPEC AND LAYOUT PLANS SPECIFICATIONS.NOTES AND ADDENDUM'S THOROUGHLY TO DETERMINE THE EXTENT Of WORK SIDEWALK PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN )4-CM. INSTALLED TO MAINTAIN 72 DEGREE F INDOOR TEMPERATURE WITH 0 DEGREES F OUTDOOR UNDER THEIR TRADE AND THE WORK OF OTHER TRADES REWIRING COORDINATION,FOR THEY SLAB SPACED A MAXIMUM OF 10'-0 SIDEWALK SLABS AND CURBS,IT-O"SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK TEMPERATURE. 2 PROVIDE SHOP DRAWINGS FOR EXTERIOR WINDOWS AND DOOR WILL BE RESPONSIBLE FOR SAME.THE ARCUTECT WILL CLARIFY ANY DISCREPANCIES OR O.C. II.PLYWOOD AND OR ENGINEERED FLOOR SHEATI4ING SHALL BE GLUED AND SCREWED TO JOISTS O 6'O.0 4 ALL HEATING AND AIR CONDITIONING.ACCESSORIES AND APPURTENANCES SHALL BE U.L.LISTED CONTRACTOR QUESTIONS IN WRITING .NC PRIOR in BID SUBMISSION AT EXTERIOR EDGES AND 12'ON CENTER AT INTERMEDIATE SUPPORT.16.PROVIDE 1/4"x 1•DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR AND INSTALLED IN ACCORDANCE WITH SAME 3. PROVIDE SHOP DRAWINGS FOR ENGINEERED FLOOR JOISTS AND 10 DO NOT SCALE DRAWINGS:USE COMPUTED DIMENSIONS ONLY IF A DISCREPANCY IS FORMED JOINT FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY 12.USE PLY CUPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING. HEN AND DRYERS SHALL BE EXHAUSTED TO THE EXTERIOR IN ACCORDANCE BATHROOM,KIT CHEN TC WITH LAMINATED WOOD BEAMS. WORK DISCOVERED,CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE THE ARCHITECT. NY BUILDING TC IRC 2015 13.PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO JOIST SPAN.). 17.THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES, 6 MECHANICAL ROOM SHALL BE V 4. ROOF CONTRACTOR TO PROVIDE SHOP DRAWING FOR FLAT ROOF 11 ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS INSERTS,ANCHOR BOLTS AND EMBEDMENT$REQUIRED . I VENTED WITH FRESH AIR INTAKES IN ACCORDANCE WITH NFPA IRED BY ALL OTHER TRADES.SUCH 14.LEAVE 1/16'SPACE AT ALL PLYWOOD PANEL AND JON75 AND 1/8"SPACE AT ALL PANEL EDGE CODES 31&/54(VERIFY EXISTING MECHANICAL ROOM FOR COMPLIANCE). WATERPROOF MEMBRANE,RIGID INSULATION,AND INDICATE ALL REASONABLY CORRECT,BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS EMBEDMENT$ARE TO BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO JOINTS. MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN CONCRETE BEING PLACED. PITCHES TO DRAiN...TYP. OR OTHER CONDITIONS. 15.JOIST HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS SHALL BE GALVANIZED STEEL AS �• ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH NY BUILDING.IRC C. AND NATIONAL 18.NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS OR REWIRED TIME PRIOR TO THE MANUFACTURED BY'TECO•,"SIMPSON'OR APPROVED EQUAL SPECIAL NAILS AS SUPPLIED BY PLUNBINC CODE,LOCAL CODE HAVING JURISDICTIONS AND eEsr PRAcnE 5. PROVIDE STEEL SHOP DRAWINGS FOR ALL STRUCTURAL STEEL AND 12 THE G.C.AND ALL SUB-CONTRACTORS ARE TO INVESTIGATE THE JOB SITE AND ALL EXISTING PLACEMENT OF CONCRETE FOOTINGS FOR REWIRED INSPECTIONS. MANUFACTURER SHALL BE USED FOR REOUIRED NAILING 8. PROVIDE SHUT OFF VALVES AL ALL FIXTURES AND APPLIANCES. CONNECTIONS STEEL(AS REQUIRED). CONDITIONS PRIOR TO SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING t9.CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED.DISCREPANCIES AND UNCOVERED 16 PROVIDE SOLID BLOCKING EVERY 8'-O'.BOTTOM ENDS OF BRIDGING SHALL NOT BE NAILED UNTIL CONDITIONS NOT ADDRESSED SHOULD B 9. ALL PLUMBING PIPING TO COMPLY Ni1H LOCAL CODE INSULATE HOT AND COLA WATER SUPPLYE BROUGHT TO THE ATTENTION OF THE OWNER AND THE THEREBY,DELAYING THE CURING PROCESS WALL NOT BE PERMITTED. AFTER ENURE STRUCTURE IS COMPLETE AS PER ENGINEERED FLOOR SYSTEM NANUF. PIPING. ARCHITECT.ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED RECOMMENDATION. NY.ENERGY CONSERVATION CODE MECHANICS. 20 ALL COLD WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL RECOMMENDATIONS OF THE A.C.I. PROVIDE AND INSTALL TEMPORARY INSULATING 17 PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS. 10 PROVIDE NON FREEZE OUTDOOR HOSE BIBS WHERE INDICATED ON PLAN$,OR AS DIRECTED BY 13.THE C.C.AND ALL SUB-CONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER BLANKETS AS REWIRED TO PROTECT CONCRETE FROM FREEZING.CORROSIVE ADMIXTURES ARCHITECT AND OWNER.PLUMBING CONTRACTOR TO INCLUDE(4)NON FREEZE HOSE BIBS AND I. SEE RESCHECK FULL COMPLIANC!R!PORT. PERFORMANCE OF THEIR WORK,COORDINATION WiTH OTHER TRADES.METHODS. SAFETY AND SUCH AS THOSE CONTAINING CALCIUM CHLORIDE MAY NOT BE USED. 18 CORNER BOARDS.FASCIA BOARDS.DOORS AND WINDOWS CASINGS.AND DECORATIVE WOOD ITEMS PIPING IN BASE 810 PER UNIT URING ALLSEC REEL RE SITE A ALL TIMES SPECIAL ATTENTION 10 SAFETY IS TO BE FRONDED SAGE 21 PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. SHALL BE WOOD 5/4-CEDAR OF SIZE,STYLE AND DESIGN AS INDICATED ON THE DRAWINGS. FIELD 11 NO WATER,SOIL OR WASTE LINES SHALL BE EXPOSED IN UNINSULATED AND UNHEATED SPACES 2. G.C.TO PROVIDE A FULL COMPLIANCE RESCHECK REPORT TO ALL ALL REWIRED DEMOLITION AND ERECTION WORK.THE ARCHITECT HARA,NDMLESS THE AND AGENTS PRIME ALL CUTS AND BACK OF TRIM IN THE CRAWL SPACE OR BASEMENT.WATER SERVICE SHALL BE PROTECTED FROM FREEZING SUIT-CON7'KAC'l'OIRS AND 1 RAVES lb ASSURE COMFLL4NCb WITH ENERGY CODE. ARE N U FOR THE ABOVE AND 1$HELD HARMLESS AND INDEMNIFIED 22 APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR WHERE EXPOSE IN UNHEATED SPACES. THE ALL CONTRACTORS FROM ANY CLAIMS,LOSSES SUITS,OR LOCAL ACTIONS ARISING FROM RECEIVING FLOORING.VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEEDED 1/8"IN 10'-0' 19.EXTERIOR WOOD P0515 SHALL BE PRESSURE TREATED WOW.SET ON APPROVED TYPE HEAVY DUTY THE CONTRACTORS PERFORMANCE of THE WORK ON THIS PROJECT. UNLESS SLAB PITCHES TOWARD FLOOR DRAIN. GALVANIZED METAL BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH WOOD TRIM. 12.PITCH ALL WATER LINES iO LOW POINT TO DRAIN AND PROVIDE DRAIN VALVE DESIGN LOAD ALLOWANCES-MINIMUM 14.THE G.C.ADDITIONS. TO COORDINATE YORWITH THE LINO SURVEYOR TO LOCATE AND STAKE THE PROPOSED 23 APPLY NON-SUP BROOM FINISHES iO ALL EXTERIOR WALK$AND ELSEWHERE AS INDICATED 20.WOOD PLATES AND SILLS IN CONTACT KITH CONCRETE FOUNDATION WALLS AND CONCRETE SLABS 13.GAS SYSTEM TO COMPLY WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE, NFPA THEC THE CONSTRUCTION LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUM(S)IN ACCORDANCE WITH ON THE DRAWINGS. SHALL BE PRESSURE TREATED WOOD. REQUIREMENTS,GAS CODE AND ALL OTHER LOCAL CODES AND REQUIREMENTS HAVING A- ROOF LOADS: THE CONSTRUCTION DOCUMENTS.I P.S.F MANDATORY N JURISDICTION. LIVE LOAD: 30R1 24 INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT 21.PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE APPROVED BY LOCAL AUTHORITIES 15.THE C.C.I$N SPECTIONS. WITH NOTIFY THE BUILDING DEPARTMENT AT THE REWIRED TIME FOR ALL RECEIVING FINISHES TO PREVENT DUSTING U.O.N. HAVING JURISDICTION. 14.GAS PIPING,FITTINGS.VALVES HANGERS.ETC.TO COMPLY CODES HAVING JURISDICTION. DEAD LOAD: 30 P.S F. 16.THE C.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER 25 PROVIDE MECHANICAL WATERPROOF SEALER O ALL CONCRETE AND MASONRY FOUNDATION 22.PROVIDE(3)2-X6-SPIKED AT BEARING POINTS OF ALL TRIPLE FRAMING MEMBERS UNLESS OTHERWISE 15.PLUMBING CONTRACTOR SHALL INCLUDE IN BASE BD ALL PLUMBING FIXTURES&INSTALLATION B- ALL FLOORS: NOTED ON PLANS. WALL PENETRATIONS TEST FOR LEAKAGE PRIOR TO BACKFILL&FINISH. AS INDICATED ON DRAWINGS INCLUDING ALL FITTINGS REQUIRED FOR PROPER WORKING LIVE LOAD: 40p P.S F COMPLETION OF THE WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS. ADDENDA'S.AND 23.ALL LVL's TO BE ZOE GRADE MICROLLAM CONDITIONS.PLUMBING FIXTURE SELECTION BY OWNER DEAD LOAD: 200 P.S.F APPROVED ORANGE ORDERS.SUBMIT COPIES OF THE CERTIFICATE OF OCCUPANCY TO THE 26 INSTALL TERMITE SHIELD&SILL SEAL AT ALL FOUNDATIONS 24.TJI JOISTS PROVIDE PRICING ALLOWANCES FOR FIXTURES. OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT,OR AS PER AGREEMENT WITH OWNER 25.ALL THE STUDS BATHROOMS&KITCHENS TO BE TIMBER STRAND STUDS 16.PROVIDE FIRE STOP ALL PENETRATIONS THROUGH FLOORS AND wALLs BY FILLING ALL VOIDS. C. OUTDOOR TERRACES AND PORCHES OVER FINISH SPACES: 17.THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR CAPS,AND OPENINGS USING APPROVED FIRE STOPPING MATERIALS. LIVE LOAD: 40#P.S.F. SHOP DRAWING$FOR APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRAWING$ DEAD LOAD:WOOD FRAMING 40N P.S.F. INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL,STEEL REINFORCEMENT,DOOR HARDWARE, SECTION 4: MASONRY(ONLY AS REQUIRED) SECTION 7:THERMAL AND MOISTURE CONTROL 17. CONTRACTOR PROVIDE SEPARATE BID FOR THE FOLLOWING: DEAD LOAD:CONCRF.ATFiMASONRY 1004 P.S.F. PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT.THE CONTRACTOR MUST SUBMIT A)REMOVAL OF AN EXISTING UNDERGROUND OIL TANK(LOCATION SHOWN ON SITE PLAN). (3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS REQUESTING I CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE'N',TYPE'1'CONFORMING TO A.S.T.M.C-90, B)RETROFIT EXISTING BOILER TO WORK VAIN PROPANE GAS. D. GROUND SNOW LOAD: 20t+P,S.F. TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. -HOLLOW LOAD BEARING UNITS%CMU WIDTHS FOR WALL THICKNESS AS INDICATED ON THE 1. PROVIDE PROTECTION DRAIN BOARD OVER WATERPROOF MEMBRANE O FOUNDATION WALLS C)PROVIDE A QUOTE FO A NEW PROPANE FIRED BOILER 18.THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR DRAWINGS.PROVIDE CORNER,SASH,HALF HEIGHT AND ALL OTHER TYPES OF CMU REWIRED TO -APPLY AS PER MANUFACTURE SPECIFICATION AND RECOMMENDATION. E• MINIMUM SOIL BEARING:(SEDIMENTARY&FOLIATED ROCK)4,000 P.S.F. CONTRACT INCLUDING PARTS AND LABOR.. COMPLETE MASONRY WALLS AS INDICATED 18.HVAC CONTRACTOR TO DESIGN AND PROVIDE SPECIFICATIONS AND PLANS FOR A NEW HVAC 2. INSTALL 2•THICK RIGID INSULATION BOARD UNDER BASEMENT SLAB AT FOUNDATION SYSTEM. 19.PRIOR TO ANY EXCAVATION.THE GENERAL CONTRACTOR.IN ACCORDANCE WITH PUBLIC ACT 2 OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF UNIFORM SIZE,COLOR AND TEXTURE FOR PERIMETER(2 FEET)ONE FULL LAYER OF INSULTARP.(DRAWINGS FOR SIZES AND HVAC CONTRACTOR TO SIZE&DESIGN HRV SYSTEM FOR ENTIRE STRUCTURE&SUBMIT i0 SAFETY AND SHORING NOTES 77-350,SHALL CONTACT*CALL BEFORE YOU DIG•O 800-922-4455 FOR MARK OUT OF EACH CMU TYPE REQUIRED19.FOR EACH CONTINUOUS AREA AND EACH VISUAL RELATED AREAS LOCATIONS) ARCHITECT UNDERGROUND UTILITIES. 3. STORE ALL BRICK AND CMU OFF GROUND TO PREVENT CONTAMINATION.COVER CMU AND BRICK TO 3. PROVIDE 4•PERFORATED PVC FOOTING DRAINS(INSIDE&OUTSIDE OF FOUNDATION WALL) SECTION 11 ELECTRICAL I. SAFE.ACCESS OF ALL WORKERS,PFDFSTRiANS AND OWNER SHALL BE FROM THE ELEMENTS. WITH CRUSHED STONE WRAPPED WITH FILTER FABRIC ALONG FOOTING. PITCH TO STORM WELLS SEE SITE DRAWING$, MAINTAINED AT ALL TIMES BY GENERAL CONTRACTOR. 4. MORTAR IS TO BE TYPE"S'MORTAR IN CONFORMANCE WITH A.S.T.M.C-270'MORTAR FOR UNIT MASONRY.AVERAGE COMPRESSIVE STRENGTH TO BE 1800 P.S.I.AT 28 DAYS. 4. ALL WINDOWS.DOORS AND SKYLIGHTS TO BE WEATHER STRIPPED.FLASHED AND CAULKED. 1. SEE POWER AND LIGHTING PLANS FOR LOCATION AND DESIGN PURPOSE ONLY 2. CONTRACTOR SHALL MAINTAIN SAFE MEANS OF ACCESS TO AND FROM ALL SECTION 2: SITE WORK(ONY AS REQUIRED) POINTS OF CONSTRUCTION SiTE AND CONFORM TO OSHA STANDARDS AND ALL 5. ALL CMU MASONRY WORK IS TO HAVE HORIZONTAL JOINT REINFORCEMENT'OUR-O-WAL'GALVANIZED 5. ALL SEALANTS TO BE SILICONE,COLOR TO MATCH SURROUNDING MATERIALS. 2. ALL ELECTRICAL WORT(IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK APPLICABLE CODES. STEEL TRUSS EVERY 2nd BLOCK. JOINT REINFORCEMENT IS TO BE PLACED IN FIRST AND SECOND STATE AND THE 2020 BUILDING CODE OF NEW YORK STATE,THE N.E C.,LOCAL CODE AND 80 JOINTS ABOVE AND BELOW OPENINGS. REINFORCEMENT IS TO BE LAPPED MINIMUM OF 6'. 6. ALL FLASHING SHALL BE COPPER U ON THE REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION. 3. CONSTRUCTION SITE SAFETY SHALL BE THE CONCERN AND RESPONSIBILITY OF 1 PLACEMENT OF FOOTiNC TO BE ON UNDISTURBED SOIL WITH MINIMUM BEARING CAPACITY OF REINFORCEMENT SIZED FOR CMU THICKNESS'INDICATED. 4,000 LB'S PSF. CONTRACTOR TO VI.F.AND REPORT TO ARCHITECT WITH RESULTS. 7. ALL ROOF TO ROOF AND ROOF TO WALL JOINTS TO BE FLASHED WITH COPPER U.O.N. 3. THE ELECTRICAL CONTRACTOR(E.C.)IS TO OBTAIN ALL PERMITS IN CONNECTION WITH THE THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS. ELECTRICAL WORK REWIRED. 6. CMU AND BRICK VENEER WALLS BACKED BY 8'OR 12"CMU IS iO HAVE'OUR-O-WAL"DUR-O-EYE 8. CEDAR ROOF MINGLES TO BE INSTALLED AS PER CEDAR MAKE&SHINGLE BUREAU BEST 4. CONTRACTOR SHALL PROVIDE ADEQUATE SilORiNG DURING CONSTRUCTION AS 2 PLACEMENT OF FLOOR SLABS AND PAVEMENTS ARE i0 BE PLACED ON COMPACTED FILL Ai 95>< 370TRUSS REINFORCEMENT EVERY SECOND BLOCK COURSE VENEER TIES 16'O.C.REINFORCEMENT SIZED MAXIMUM DENSITY COMPLYING WITH ASTM 01557. SIZ PRACTICE AND SPECIFICATION.TEL(604)820-7700 WWW.CEDARBUREAU.ORG 4. THE E.C.TO FIELD VERIFY ALL CONDITIONS IN CONNECTION WITH THE ELECTRICAL WORK REQUiRED BY OSHA,ALL APPLICABLE.CODES AND BEST PRACTICE.. LAWN AND UNPAVED AREAS ARE TO HAVE COMPACTED FILL AT 9pX OF MAXIMUM DENSITY. ED FOR CMU THICKNESS'INDICATED. SPECIFIED PRIOR TO SUBMITTING 810. NOTIFY THE ARCHITECT AND THE OWNER OF ANY LA PROVIDE CEDAR BREATHER VENTILATION AT ALL ROOF CONDITIONS.BY.SENJAMIN OBDYKE DISCREPANCIES. PROVIDE MAXIMUM PERCENTAGE OF DENSITY AS SPECIFIED. 7. PROVIDE MECHANICAL WATERPROOF SEALER O ALL CONCRETE AND MASONRY FOUNDATION WALL 9. PENETRATIONS TEST FOR LEAKAGE PRIOR i0 BACKFlu&FINISH. ROOF AND WALL PRODUCTS.INSTALL AS PER MANUFACTURE SPECIFICATION AND BEST PRACTICE TEL 800.523.5261 5. THE E.C.TO SIZE THE ELECTRICAL SERVICE PER DWELLING REWIRED DEMANDS AND TO CONFORM RESCHECK ENERGY CODE NOTES: 3. BACK FILLING AND COMPACTION AT FOUNDATION WALLS AND PIERS ARE TO BE PERFORMED ON WEBSITE.WWW.MJAMINDBDYKE.COM TO THE LOCAL UTILITY COMPANY REQUIREMENTS.THE EC.IS TO ARRANGE FOR AND PAY ALL EACH SIDE SIMULTANEOUSLY.DIFFERENCES IN FILL ELEVATIONS ARE NOT TO EXCEED 8'ON B. PROVIDE'KOR-FIL'BLOCK INSULATION OR INJECTED FOAM INSULATION IN THE CORES OF CMU FEES TO OBTAIN ELECTRICAL SERVICE FROM UTILITY COMPANY OR AS PER AGREEMENT WITH EITHER SIDE OF THE FOUNDATION AT ANY TIME WALLS EXPOSED TO THE EXTERIOR AND AS NOTED. OWNER 10.PROVIDE WALL"HOME SUCKER'CEDAR BREATHER VENTILATION AT ALL WALL CONDITIONS. 1.FENESTRATION THAT IS NOT SITE SILLLT IS LISTED AND LABELED AS MEETING AAMMWDMA/CSA 4. SOIL FOR BACK FILLING AND COMPACTION ARE TO BE FREE OF ORGANIC MATERIAL ROCK OR 9. ALL MASONRY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER LATERAL LOADS UNTIL 101/I S 2/A440OR HAS INFILTRATION RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS FLOOR AND ROOF CONSTRUCTION IS COMPLETELY INSTALLED.THE C.C.IS TO ASSUME FULL BY:BENJANIN OBpYKE ROOF AND WALL PRODUCTS.INSTALL A$PER MANUFACTURE 6. ELECTRICAL&LIGHTING LAYOUT-E.C.TO COORDINATE LOCATIONS WITH OWNER LUMPS GREATER THAN 6%OF PREDOMINATELY GRANULAR NON-EXPANSIVE SOILS.FREE OF SPECIFICATION AND BEST PRACTICE TEL 800.523.5261 2.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING INTERIOR FINISH AND LABELED TO ROOTS AND OTHER DELETERIOUS MATTER. RESPONSIBILITY FOR MASONRY WALL STABILITY. WESSITE:WWW.BENJAMINGBDYKECOM 7. ALL ELECTRICAL FIXTURES AND EQUIPMENT IS TO BEAR THE UNDERWRITER'S LABORATORY(U.L) INDICATE 10CFM LEAKAGE AT75PA. 10.PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WA94EM IN SIZES AND QUANTITIES INDICATED ON LABELS. 5. SOIL MOISTURE i0 BE WITHIN OPTIMUM MOISTURE CONTENT BEFORE COMPACTING MOISTEN OR THEINSTALL DRAWINGS,THAT ARE TO BE EMBEDDED INTO MASONRY.ANCHOR BOLTS ARE TO CONFORM TO 3.INSTA AUTOMATIC OR GRAVITY DAMPERS ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT.ANY SOIL WHICH I$TO WET i0 THE STANDARDS OF A.S.T.M.A-307. 11.ALL INSULATION TO BE THE MINIMUM OF THE FOLLOWING:(SEE DRAWINGS FOR TYPE AND & ALL LIGHT FIXTURES ARE TO BE SELECTED BY THE OWNER COMPACT MUST BE REMOVED.STOCKPILED AND SPREAD AND ALLOWED TO DRY PRIOR TO LOCATIONS) 4.RUll ONG F.NVF.T.OPP TIGHTNESS VFRTPTFO BY VISUAL INSPECTION.IN WHICH CASK PLACEMENT. 11.COORDINATE INSTALLATION OF ALL EMBEDMENT$PROVIDED BY OTHER TRADES. 9• N/A VERIFICATION MAY NEED TO BE PERFORMED DURING INSULATION INSPECTION 6. PLACE BACK FILL IN LAYERS NOT TO EXCEED 8'IN LOOSE DEPTH. A)CRAWL SPACE FLOOR. RIGID INSULATION R-t0/3FT(SEE DRAWING) 12.CONSTRUCT ALL OFFING$,SLEEVES.CHASES,ETC.REWIRED BY OTHER TRADES AND AS INDICATED 10 SERVICE PANEL BOARDS AND A18 PANELS TO SE MANUFACTURED BY SQUARE'0-.GENERAL 5.U-FACT'ORSOFtkJNtS11tA1'IONPtt011UCISAItI:Dls1'rIRMW'LDINACCORDANCI!NI'III'II1tNWRC \7. CIO NOi PLACE BACI(FILL MATERIALS ON SURFACES THAT ARE MUDDY.Y,FROZEN.OR CONTAIN HAWS CADEK ARCHITECTURE ON THE DRAWINGS. B)CRAWL SPACE WALL. RIGID INSULATION R-10(SEE DRAWINGS) ELECTRIC.WESTING HOUSE OR AN APPROVED EQUAL PANEL BOARDS TO HAVE NUMBER AND SIZE TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE. OF CIRCUIT BREAKERS A$REQUIRED. FROST 13.MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL,OF A UNIFORM THICKNESS AND DEPTH.THICKNESS C)EXTERIOR WALLS(2X6): FIBERGLASS BATT INSULATION R-21 6.SLAB EDGE INSULATION INSTALLED PER MANUFALTURE•R'S INSTRULTIONS WINW HANSCADEK•COM TO BE BETWEEN 3/8-AND 1/2•.JOINTS AT INTERSECTING CORNERS MUST MEET. 11.THE E.C.TO FILL IN PANEL DIRECTORIES FOR ALL PANELS TO CONFORM TO FINAL ARRANGEMENT , • 8. THE SITE CONTRACTOR TO PROVIDE All LABOR.MATERIALS.TOOLS AND EQUIPMENT FOR D)FLOOR: FIBERGLASS GATT INSULATION R-30 OF CIRCUITS. 7.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED EARTHWORK. 14.WHERE CMU FOUNDATION WALLS ARE SPECIFIED ON THE DRAWINGS,THE FIRST FILLED COURSE OF BLOCK 12.THE E.C.TO COORDINATE ELECTRICAL CONNECTIONS WITH ALL OTHER TRADES SUPPLYING 63 SHELLEY AVE,PORT CHESTER NEW YORK IS TO BE FILLED SOLIDLY WITH CONCRETE CMU BASEMENT WALLS ARE TO 8E FILLED SOLIDLY MATH E)ROOF: CLOSE CELL SPRAY INSULATION R-49 8.FLOOR INSULATION INSTALLED PER MANUfACTURFJl'SINSFRUCTIONS,AND LV SUBSTANTIAL Z 9. THE SITE CONTRACTOR TO EXAMINE EXISTING SITE CONDITIONS,SOIL CHARACTERISTICS. CONCRETE ELECTRICAL EQUIPMENT UNDER THEIR CONTRACTS CONTACT WITH THE UNDERSIDE OF THE SIIBFLOOR HAMS@HANSCADEK.COM P- CONTOURS,TREE AND UTILITY LOCATIONS,AND OTHER OBSTRUCTIONS THAT MAY BE 9.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS 914 649 8473 ENCOUNTERED ON THE SITE DURING EXCAVATING 15.GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE'M'OR TYPE'S'MORTAR IN 12.INSTALL SOUND ATTENUATION BLANKET A ALL INTERIOR WALLS,FLOORS AND CEILINGS. 13.PROVIDE ALL HIGH AND LOW VOLTAGE(CONTROL)WIRING FOR ELECTRICAL EQUIPMENT A$PER 10.CLEARING AND GRUBBING:THE AFFECTED AREA OF THE SITE TO BE CLEARED OF ALL CONFORMANCE WITH A.S T M.C-476"GROUT FOR UNIT MASONRY. DO NOT USE BATT INSULATION. OWNER. 10.CEILING INSULA,TION USSTAILED PER MANUFACTURER'S INSTRUCTIONS BLOWN INSULATION VEGETATION,RUBBISH,FENCES,ABANDONED UNDERGROUND PIPES AND OBSTRUCTIONS. 13.INSTALL 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAB ON GRADE. 14.THE E.C.TO PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED TO INSURE THE SAFETY MARKED EVERY 300FP. 16.FILL CMU CORES SOLIDLY WITH GROUT A MINIMUM OF THREE(3)COURSES UNDER EACH UN7EL OF ALL PERSONNEL AND THE POWER REQUIREMENTS FOR ALL TRADES. 11. REMOVE ALL STUMPS,ROOTS.AND DEBRIS TO A DEPTH OF 24'IN THE AFFECTED AREA. BEARING PLATES,EMMBEOMENTS,OR OTHER SIMILAR CONDITIONS,UNLESS OTHERWISE NOTED. 14.ALL PERIMETER OF ROOF CORNICE SHALL HAVE ONE LAYER OF ICE AND WATER SHIELD BY I I ATTIC ACCESS H ITCH AND DOOR INSULATION R-VALUE OF THE ADJACENT ASSEMBLY. 17.ALL STEEL UNTELS iO BEAR A MINIMUM OF 4'ONTO SUPPORTS,PRECAST CONCRETE PRECAST 'GRACE'OR APPROVED EQUAL O MINIMUM 36'FROM INSIDE OF EXTERIOR WALL(SEE 15.THE E.C.TO FIRE STOP ALL ELECTRICAL PENETRATIONS THROUGH FLOORS AND WALLS BY 12 CONSTRUCTION DRAWINGS AND D(WUNENTATION DEMONSTRATE ENERGY CODE COMPLLANCE 12.STRIP ALL TOP SOIL AND ORGANIC SOIL FROM THE SITE. STOCK PILE AWAY FROM BUILDING CONCRETE UNTELS ARE TO BEAR A MINIMUM OF 8"ONTO SUPPORTS. DRAWINGS FOR LOCATION. FILLING ALL VOIDS,CAPS,AND OPENINGS USING APPROVED FIRE STOPPING MATERIALS FOR THE BUILDING ENVELOPE SITE 15.ROOF CONTRACTOR TO PROVIDE SHOP DRAWING FOR FLAT ROOF WATERPROOF IS.PROVIDE SPANDREL WATERPROOFING Ai ALL STEEL UNTELS.DOOR AND WINDOW HEADS,MASONRY MEMBRANE.RIGID INSULATION,AND INDICATE ALL PITCHES TO DRAIN...TYP. 16.ALL SWITCHES/DIMMi3R ARE TO BE MOUNTED+S-2'A.FF TO CENTERLINE OF SWITCH/DIMMER 13.COMPLIANCE CERTIFICATE POSTED 13.EXCAVATING AND TRENCHING OF UTILITY LINES IN LOCATIONS INDICATED ON THE SITE PLAN. WINDOW SILLS AND WHERE EVER ELSE INDICATED ON THE DRAWINGS. USE NON FERROUS FLASHING MULTIPLE SWITCHES AND/OR DIMMERS ARE TO BE GANGED AND PROVIDED WITH SINGLE GANG DEPTHS TO BE AS REQUIRED FOR MOST PROTECTION, PITCH.AND UTILITY COMPANY FABRIC FLASHING AS MANUFACTURED BY'NERVASTRAC TYPE SEAL PRUF HD OR AN APPROVED PLATE'REQUIREMENTS.(SEE SITE ENGINEER DWG.) EQUAL MAY BE USED UPON WRITTEN APPROVAL OF THE ARCHITECT.INSTALL PER MANUFACTURER'S ARCHITECT IS NOT RETAINED FOR CONSTRUCTION INSTRUCTIONS.INSTALL WEEP HOLES WERE REQUIRED. 17.THE E.C.TO OBTAIN AND PAY FEE FOR ALL CERTIFICATES OF INSPECTION BY THE BOARD OF SUPERVISION,CONSTRUCTION METHODS&MEANS, 14.EXCAVATE FOR BUILDING FOUNDATION IN AREA INDICATED ON THE SITE PLAN.BOTTOM OF FIRE UNDERWRITER'S,AND ALL BOARDS OR AGENCIES HAVING JURISDICTION.SUBMIT COPIES OF FOOTING EL THE CERTIFICATE OF INSPECTION TO THE OWNER PRIOR TO REQUEST FOR FINAL ACCEPTANCE JOB SAFETY AND OR ADMINISTRATION FOOTING ELEVATIONS ARE AS INDICATED ON THE CONSTRUCTION DOCUMENTS.SOIL AT BOTTOM TONGOF TO BE ACCEPTABLE UNDISTURBED SOIL OF THE BEARING CAPACITY INDICATED 19.INSTALL CONTINUOUS FLASHING AT BASE OF MASONRY VENEER WALLS AT FIRST COURSE ABOVE SECTION 8: FINISHES AND PAYMENT. GRADE.PROVIDE WEEP HOLES IN VERTICAL JOINTS EVERY 4'-O'O.C. 15.IF SOIL AT BOTTOM OF FOOTING ELEVATION IS NOT SUITABLE FOR BEARING OF FOOTING.REMOVE 20.PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL EXTERIOR MASONRY 1. SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC FINISHES OF FLOORS.WALLS AND CEILINGS FOR BOTH 18.ELECTRICAL CONTRACTOR i0 PROVIDE A SEPARATE FOR SMART HOUSE SYSTEM IM INCLUDE SOIL AS REQUIRED AND BACI(FILL WITH APPROVED FILL AND COMPACT TO 95 X OF MAXIMUM WALL$,MAXIMUM SPACING TO BE 20'-0'O.C.PROVIDE SASH BLOCK UNITS AND OUR-O-WAL OR INTERIOR AND EXTERIOR. THE FOLLOWING.LOW VOLTAGE LIGHTING.LUTRON UCHTING/SWIITCIHES AUTJMATED CLIMATE DENSITY' EQUAL PRE FORMED REGULAR RAPID CONTROL JOINTS PROVIDE CONTROL AND EXPANSION JOINTS CONTROLS...TO BE REMOTELY CONTROLLED 16.AT TI4E APPROPRIATE TIME,THE SITE CONTRACTOR IS TO SPREAD STOCKPILED TOPSOIL OVER EVEN IF NOT SPECIFIED ON THE DRAWINGS. 2. ALL INTERIOR DRYWALL SURFACE NOT REQUIRING A FIRE RATING SHALL BE 5/8.OR(AS NOTED ON DISTURBED AREAS TO A MINIMUM THICKNESS OF 6'AFTER COMPACTION.GRADE TO MEET ANDPLANS)GYPSUM WALL BOARD AND SHALL RECEIVE 3(THREE)COATS of JOINT COMPOUND.TAPED CLIMATIC AND GEOGRAPI IICAL DESIGN CRITERIA ISSUE#1: 04/15/2022•CONSTRUCTION DOCUMENTS 21.CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE C.E SILICONE BASE SEALANT OR AN AND$PICKLED,SANDED,PRIMED AND READY TO RECEIVE 2 FINISHED PAINT COAT. FINISHED GRADES AS INDICATED ON THE SITE PLAN(SEE SITE ENGINEER DWG.).TOPSOIL IS iO APPROVED EQUAL INSTALL WITH APPROPRIATE FOAM BACKER ROD N ACCORDANCE KITH BE FREE OF ROCKS LARGER THAN 3•IN DIAMETER,TREE ROOTS AND STUMPS AND OTHER MANUFACTURER'S INSTRUCTIONS. 3. ALL INTERIOR G.W.B.WADS INDICATED AS HAVING A FIRE RESISTANT RATING SHALL BE 5/8' SUBJECT TO DAMAGE FROM PROJECT NAME AND LOCATION UNACCEPTABLE DEBRIS. FIRECOOE GYPSUM BOARD. FINISH FIRECODE GYPSUM BOARD SAME AS NOTE 2 ABOVE GROUND WIND SEISMIC WINT13R ICE SHIELD FLOOD AIR MEAN I7 ANY REMAINING TOPSOIL IS TO lE DISPOSED OF AS DIRECTED BY THE OWNER AND OR HIS 22.THE PREVENT MORTAR IS TO PROTECT FREEZING ALL MASONRY WALLS FROM COLD WEATHER INSTALLATIONS TO 4. ALL BATHROOM WALLS.WET AREAS,AND LAUNDRY ROOMS SHALL HAVE 5/8-WATER-RESISTANT SNOW SPEED DESIGN FROST LINE DESIGN UNDERLAY- HAZARDS FREI.21N ANNUAL PROFESSIONAL CONSULTANT. GYPSUM WALL BOARD AND SHALL RECEIVE 3(THREE)COATS O JOINT COMPOUND.TAPED AND LOAD CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENTREQ'D INDEX TEMP. LYNCH RESIDENCE SPACKIED.SANDED.PRIMED AND READY TO RECEIVE 2 FINISHED PAINT COAT. 5. ALL SHOWERS.TUB AREAS,WALLS OR CEILINGS DESIGNATED TO RECEIVE A TILE FINISH SHALL HAVE 20 115/120 D SEVERE 42" YES SLIGHT TO 15"F YES �M 1000 52.2°F CEMENTITIOUS BACKER BOARD WiTH 3(THREE)COATS CEMENT BOARD JOINT COMPOUND AND JOINT MODERATE 09'28 07 22 ROCK RIDGE SECTION 3: CONCRETE(ONLY AS REQUIRED) MESH AS REQUIRED PRIOR TO TILE APPLICATION. 6. ALL FLOORS DESIGNATED AS A MUD JOB APPLICATION FOR A TILE FLOOR SHALL HAVE/30 FELT RYE BROOK,NY 10573 PAPER OVER PLYWOOD SUBFLOOR,MIRE LATH KITH A MINIMUM OF 1 1/4"THICK CEMENT 1. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.I.304.LATEST ADDITION. CONTRACTOR SHALL COORDINATE FRAMING AS REWIRED FOR ALL ADJACENT FINISHED FLOORS M BE CONCRETE IS NOT TO BE SUBJECT TO DROPS OF MORE THAN V-0". FLUSH AND LEVEL WITH MUD JOB FINISHED FLOOR SHEET NAME AND NUMBER 2. TWENTY-EIGHT DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOW: 7. ALL FLOORS DESIGNATED As A TWIN SET APPLICATION FOR A TILE FIoca SHALL HAVE HAVE 1/2• [NY]TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT CEMENTITIOUS 80ARD OVER PLYWOOD SUBFLOOR,CONTRACTOR SHALL COORDINATE FRAMING AS GENERAL NOTES FOOTINGS 3.000PSI REQUIRED FOR ALL ADJACENT FIMSH m FLOORS TO BE RUSH AND LEVEL WITH THIN SET FINIS-IEp SLAB ON GRADE 3,50OPSI Rom• WOOD WALLS 3.50OPSI FAME BASEMENT SLAB CRAWL SPACE & ALL FLOORS OESIt2NATED AS FINISHED WOW FLOORS SHALL HAVE ROSIN PAPER OVER PLYWOOD CLRNATE ZONE 4 FENESTRATION SKYLIGHT GLAZED CEILING MASS WALL FLOORS A002 3. ALL POURS ARE iO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE SUBFLOOR AND SHALL RECEIVE I(ONE)COAT OF SEALER AND A MINIMUM OF 3(THREE)COATS OF U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALLS R-VALUE& WALLS DRAWINGS. POLYURETHANE CONTRACTOR SHALL COORDINATE SHGC R-VALUE R-VALUE. DEPTH -VA u DATE: 4/14/2022 4. ALL CONCRETE IS TO BE FORMED. 9. ALL EXTERIOR TRIM SUCH AS WINDOW AND DOOR TRIM,FASCIAS,FRIEZES.MOLDING,WOOD PANELS. REQUIRED 0.32 0.55 0.40 R449 R--;OOR R-8/R-13 R-19 R-10/R-13 R-10,2FT R-10/R-13 ETC.SHALL BE SECURED USING STAINLESS STEEL FINISH NAILS-COUNTERSUNK,PUTTIED,SANDED 5. ALL STEEL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET AND SPOT PRIMED PRIOR TO PAINTING. THIS DRAWING&DESIGN STEEL A-615 GRADE 60.BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD PROVIDED 0 26 N A 0.34 R-49 R-21 N A N A N A N A N A EFt BENDS WILL NOT BE PERMITTED 10.ALL EXTERIOR TRIM SUCH AS WINDOW AND DOOR TRIM.FASCIAS,FRIEZES,MOLDING,WOOD PANELS, LAYOUT IS THE PROPERTY 5� �' ETC.SHALL BE EITHER FACTORY OR FIELD BACK,SIDES,FRONT AND CUTS PRIMED AND RECEIVE 2 6. ALL REINFORCEMENT STEEL IS iO BE SECURELY WIRED TOGETHER IN THE FORMWORK.TWO EXTERIOR PAINT FINISH. OF JAN CADEK. THIS M�(/� � � WAY MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS 11 ALL ROOFING&EXTERIOR WALL SONG DESIGNATED AS CEDAR SHINGLES ON DRAWINGS SHALL BE(/ I JAN CADEK ATTEST THAT THE INSULATION AND ENERGY DESIGN OF THIS DRAWING&DESIGN � 7. THE FOUNDATION SUBCONTRACTOR IS iO PROVIDE HIGH CHAIRS,SPACERS.SUPPORTS,ETC. I GRADE)RED CEDAR PERFECTION SHINGLES(BLUE LABEL)-EITHER FACTORY OR FIELD BACK STRUCTURE MEET OR EXCEED THE STANDARDS OF THE NEW YORK STATE BUILDING PRIMED-WITH 2(TWO)COATS OF FINISH STAIN INSTALLED AS PER CEDAR SHAKE&SHINGLE LAYOUT MAY NOT BE A$NECESSARY FOR THE PROPER PLACEMENT of THE REINFORCEMENT STEEL BUREAU BEST'PRACTICE AND SPECIFICATION TEL(604)820-7700 WWW.CEDARBUREAU.ORG CODE REQUIREMENTS FOR ONE AND TWO FAMLY DWELLINGS CHAPTER 4. REPRODUCED WITHOUT * * HIS EXPRESS WRITTEN NA � CONSENT COPYRIGHT.JAN �41383 Q` CADEK 2022© OF NEV1I�� -- — - ——NEW TYPICAL FLOOR TO BE VINYL PLANKS NEW GUARDS 36'HIGH ABOVE ADJACENT GRADE- — 11 FLOOR T.B.D BY OWNER.REPAIR EXISTING — ri., USE PVC OR VINYL RAILING SYSTEM W/VERTICAL CONCRETE SLAB AS NEEDED. SPINDLES.GAPS BETWEEN SPINDLES SHALL NOT ALLOW PASSAGE OF 4'DIA.SPHERE. I - NEW TYPICAL OUTSIDE PERIMETER WALL TO BE I 2X4 0 16'0.C.KEEP 1'OFF EXISTING CONC. I _ FOUNDATION WALL P.T.SILL PLATE ON TOP OF NEW HARDWOOD HANDRAIL,PAINTED.USE METAL -- - EXISTING CONC.SLAB.PROVIDE R-13 BATT � WALL MOUNTED BRACKETS.HANDRAIL HEIGHT TO ^ INSULATION,AND 'THICK GYP.WALL BOARDS, HEW BE MIN.34&MAX.36 ABOVE SLOPPED PLANE I NEW ADJOINING TREAD NOSING. I BEDROOM PAINTED. EDROOM —NEW TYPICAL INTERIOR WALL TO BE 2X4 0 DROP CEILING AS NEEDED TO ALLOW - 7' 3'-6" 1670.C.P.T.SILL PLATE ON TOP OF EXISTING -- EXISTING DUCT WORK.MIN.CEILING UP I '-3" 2'-6' CONC.SLAB.PROVIDE'THICK GYP.WALL HEIGHT TO BE 7'. F.D. I BOARDS 0 BOTH SIDES,PAINTED. I DROPPED DOWN CEILING UNDER — cl . —————— � �v EXISTING BEAM. ` (2)18'X80 DOOR LINEN N CLOSET CLOSET �• NEW IN NEW LINEN CLOSET TO BE EJECTOR PUMP NEW TYPICAL CEILING TO BE�'GYP. - -- —— - —————— � 8 - � FOR BATHROOM. - 1 � 2 2 r BOARDS,PAINTED,PROVIDE R-30 BATT ? BYPASS BARN DOOR R �. NE -�' ` AEwy INSULATION BETWEEN EXISTING JOISTS. BATH `------------------� BATH CLNG.HEIGHT 96'. ;�, NEW Z NEW CERAMIC PROVIDE r THICK MOISTER RESISTANT GYP. Tlll:FLOOR BOARDS 0 ENTIRE BATHROOM-WALL& BUILD NEW WD.STEPS OVER R EXISTING CONCRETE STEPS.FINISH 4' NEW d. `� NEW TO BE HARDWOOD TREADS. PLAY ROOM aj I INSTALL SOLID 1 'THICK SOUND PROOF DOOR �` PLAY ROOMCD It PROVIDE SOUND ATTENUATION BATT INSULATION PROVIDE NEW ACCESS R 24X80' JQ� lg 0 MUSIC S UDIO 0 MUSIC STUDIO WALLSDOO �� - MUSfUDIO UP - - 5�J� NEW SHEIf-P.T.ZX4 ON FLAT AROUND '' 'SUMEXISTING CONC.FOOTING.TOP TO BE THICK:r FINISH PLYWOOD,PAINTED. ----- - -------- ------------ _ ----- ----------- PROVIDE NEW OPENING W/GRILL QaSTINQ SHELF I ` I SHELF I SHELF NEW 2X4 ON FIAT W/�'THK K GYP.WALL — r— COVER FOR EXISTING DEHUMIDIFIER DEHUMIDIFIER `� BOARDS OVER EXISTING STUCCO WALL I `` I NEW � VZ PAU 17'-5" DOOR 13'-11'-V.I.F. Sim O E ER EXISTING LINE EXISTING EXISTING BASEMENT BASEMENT EXISTING EXISTING LAUNDRY EXISTING DRYER WASHER SINK . � EXISTING MECHANICAL RM BOILER � MECHANICAL RM i EXISTING O O >- AIR-HANDLER EXISTING HOT WATER UP a EXISTING EXISTING GARAGE GARAGE r-------------------- r--------------------i ag a U � � HANS CADEK ARCHITECTURE — — / WWW.HANSCADEK.COM --------- - ————————— 63 SHELLEY AVE,PORT CHESTER,NEWYORK PROPOSED ELKTQICALNOTES: JANCADEK77@GMAILCOM,P-914 649 8473 BASEMENT PLAN 1 SCALE:1/4"=1'-0" OUTLET DUPLEX 0 GFl OUTLET DUPLEX EXISTING CONSTRUCTION NEW CONSTRUCTION ® RECESSED LED LIGHT PLAN NOTES: @2 RECESSED LED LIGHT W/COVER LENS 0 BATHROOMS AND ALL CLOSETS 1. IRS: NEW FLOORS-VINYL PLANK FLOORING T.B.D.BY LP PENDANT LIGHT OWNER,REPAIR EXISTING CONCRETE SLAB BELOW AS ISSUE#1: 04/15/2022-CONSTRUCTION DOCUMENTS NEEDED.NEW BATHROOM TO HAVE CERAMIC TILE FLOOR PROJECT NAME AND LOCATION 2. INTERIOR WALLS&CEILING: 0 SMOKE DETECTOR UNIT -ALL NEW WALLS,CEILING TO BE i' CK GYPSUM © CARBON MONOXIDE DETECTOR UNIT BOARDS,PAINTED.NEW BATHROOM TO HAVE MOISTER LYNCH RESIDENCE RESISTANT MUM BOARDS. NOTES: 3. INTERIOR TRIMS: -ALL NEW INTERIOR TRIMS TO MATCH EXISTING 22 ROCK RIDGE 4. HEATING AND C40�; CONTRACTOR TO VERIFY EXISTI4G(OR INSTALL NEW)SMOKE -EXTEND EXISTING HVAC SYSTEM DETECTOR AND CARBON MONOXIDE DETECTOR TO BE 0 THESE RYE BROOK NY 10573 LOCATIONS: SMOKE DETECTOR SHEET NAME AND NUMBER • INSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING • OUTSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING IN IMMEDIATE VICINITY OF THE BEDROOMS PROPOSED FLOOR PLANS • ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENT AND CELLAR CARBON MONOXIDE DETECTOR DATE: 4/14/2022 A101 • THE LOWEST FLOOR LEVELS OF THE HOME,BASEMENTS AND FIRST FLOORS,ALL COMMON AREAS OF FLOORS WITH BEDROOMS. THIS DRAWING&DESIGN RED qRc LAYOUT IS THE PROPERTY ELECTRIC OF JAN CADEK. THIS 2 BASEMENT PLAN DRAWING&DESIGN SCALE:1/4"=1'-0" LAYOUT MAY NOT BE # REPRODUCED WITHOUT HIS EXPRESS WRITTEN NJ► CONSENT COPYRIGHT.JAN '9�► �4135 p� CADEK 2022© Of-NE`L'ly