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HomeMy WebLinkAboutBP25-083 s a x t ` M V► L+ vi a n t N � LOm ^ . N or �u t �T cd IW1 a 4-4 v d v On �V+ cw = O pfT V7 w t O a d s O a 1� ao F - V 1414 x y v a W ui to C o o W ON � W ©+z ° mow U 00 � ��--++ O �-' a F � � -p t Go Q � j 1-4W `-13 v v U a '5 -o p O Rdi O 0 U �-y '" t a. o w C6 v v W ull . x F O woU w c o ff C,. 4x zLo b �,� � Q 6-41 0o � � v ° wd . Quw � P. W ►7 W � can � � _o -o BUILDazov MENT oil ' V><L 0 j 938 Knvc NY 10573 � APR ' 1 2025It' VILLAGE OF RYE BROOK BUILDING DEPARTMENT INTERIOR BUILDING PERMIT APPLICATION FOR OFFICE USE ONLY: Approval Date: AM 2 1 425 IIA Application Fee:$ Approval Signature: Permit Fees:$ Disapproved: Other: wwwwwwwwwwwwwww*w*ww,a�**w**wwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwww,kww*w*wwwww,rw*ww*wwwwwwwwwww****a,�*�**x Application dated: 04,0225 is hereby made to the Building Inspector of the 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: 30 Brook 1.n. Rye Brook, NY. 10573 SBL: 135.65-1-8 Zone: R-10 2. Proposed Improvement.(Describe in detail): INTERIOR RENOVATIONS TO AN EXISTING SINGLE-FAMILY DWELLING rs �/002 C�•►J�-( 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No: x Yes: If yes,indicate: TIER I: TIER 1I: 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,ANSL System, FM-200 System,Type 1 Hood,etc...) : No: x Yes:. (if yes,please submit a separate Automatic Fire Suppression System Pen-nit application&2 sets of detailed engineered plans) 5. Occupancy;(I fam.,2 fam.,comm.,etc...}Prior to Construction: 1 Farn After Construction: 1 Fam ( No Change) 6. N.Y State Construction Classification: VB N.Y.State Use Classification: R-3 7. Property Owner: Francisco Lopez Address: 30 Brook Ln. Rye Brook, NY. 10573 Phone# Cell# 9149543141 email: abidanealderonl9@gmail.com S. Applicant: Rocco DiLeo Address: 363 Westchester Ave. Port Chester, NY.10573 Phone# Cell# 9147740534 email: rdileo@rdstudio-inc.com 9. Architect: Rocco DiLeo Address: 363 Westchester Ave. Port Chester, NY.10573 Phone# Cell# 9147740534 email: rdileo@rdstudio-inc.com 10. Engineer: Address: Phone# Cell# email: 11, General Contractor: Address: Phone# Cell# email: 12. Estimated cost of construction $ -44-0& .'�, 00 Q — (NOTE.:The estimated cost shall include at]labor,material,scat*folding,fixed equipment,professional tees,and material and labor which may be donated gratis.? 13. Job Timetable: Start: ONCE APPROVED Finish: 3 MONTHS (I) 6/1/2024 BUILDING DEPARTMENT I VIH V.F, OF Rl'E BROOK 938 ICING Srkt.i r RYE BRwic, NY 10573 2 2025 (914)939-06b$ I VILLAGE OF RYE BROOK ►rrrr�.r�chrnul;»�'. u�' BUILDING PFPARTMENT ftiiwwitiwwtiwwwwtwwwiwtitiwwiiiiiittitiitt*l**#*AAitlltlfiiti*i*A**i!lfAtiltliAAAtlYifiil/1il!!Ailwt!!At AFFIDAVIT OF COMPLIANCE VILLA '1 ODE 15216 t STORM :SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL. PROPERTY O"ER 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 NFW YORK,COUNTY OF WESTCHESTER ) as: 31. FRANCISCO LOPEZ residing at, 30 BROOK LN. „i I.\ddtcs.ahrrc wo I.%cI being duly swum,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, ( j3r-00K, L , Rye Brook, NY. 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 property in accordance with all State, County and Village Codes. —FYIa vt C A CO L C�IU!(0 _r t1 1.1wrMq s p i iefb v-1 Sworn to beforc me this day of 62r'c- , 20 SUSAN C TEVA Notary PI:VIIc SSAte of New York NO.Of Tr48'r 7V 71 QLN111ht'd III Wt-%kheltPr County� ^^ My Cummission ERImvs MAy 5,If)0�4 &t d202; This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this comp ' V 1�7Fn f permit application will delay the permitting p l� =- 2 DD Notice of Utilization of Truss Type, Pre-Engine ell � OE RYE BROOK t_ �U' DEPARTMENT or Timber Frame Construction. rfnir itl I'arl 1204 ti To The Building Inspector,of the Village of Rye Brook. From 7,n i/tC&O I—eo -- Subject Property: �O IbVLVV _ LAl,)E SBL: _Zone- ID Please take notice that the subject;lg One or Two Family; ct Commercial, r, New Structure t_Addition to an Existing Structure Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; .. Truss Type Construction(TT) Y Pre-Engineered Wood Construction(PW) Timber Construction(TC) in the following location(s); )(Floor Framing, including Girders& Beams(F) G 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 f'or Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to be• re me this S� Sworn to before me this tl(y o f_'f222rJG, /0 �_ day of Arp12- 20 vS Signature of Property Owner �n.tturc of cslgn r fesslonal rlr�lnt 1Ut�Cr��4�,_Z L� !�'" � Tintc o Prolessional Name o! Property 0%%,ner Nur I'ubltr Notary Public S'HAWN WILSON SUSAN r IFSTA Notary Public - State of New York a Not.]$v hiitdu Stntr-of Nv,,York NO,01 WI61 S(}$48 "0 U11i41Y"141; (tualrlu J in Wi tilrhs titre (Wanly (i) Qualified in Westchester County My Ccannl%% l rrfur�M.�y',, !U My commission Expires tp>cT This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also 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 andlor not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. x*#********####****#####*#******t#******tit*#*t*lktf*ttA*t1r*tt**k*******k********it*t**t,t##**t****####****t STATFi OF NEW YORK,COUNTY OF WESTCHEs'rER } as ROCCO DILEO ,being duly sworn,deposes and states that he/she is the applicant above named, tpnnt name of Individual signing as tltc ap}riicanti and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the ROCCO DILEO for the legal owner and is duly authorized to make and file this application. (indicate arclutect.contractor.agent.anornc%,cic i That all statements contained herein are true to the 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 llnif'orm Eire Prevention R 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 his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or eroundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. / `3 � Sworn to before nit:this 71 Sworn to before me this Z day of f L 2096 day of >z , 20 ?� krn a S CU L �u le�c v- sulature ol'Property((caner Si nature of Applicant Pr1 ante or Property O%vner Print Ntune of Applicant Nt>ta 'ubltc Notary Puhbc =SUWN1((C TrSiASt.1te of Npw YoI kf 481)7911 SHAWN WILSON st,heste, C, Ity� Notary Public - State of New York pires Mav'r j11 NO.01 W16160848 "� "" Qualified In Westchester pounty My Commission Expires S&Z i? Ali 6/1 CO2.1 LOCATION MAP: NTS TAX MAP: 135.65-1-8 AERIAL MAP: NTS ISSUES: SUBMITTED FOR PERMIT 040225 INTERIOR RENOVATIONS JFS'R��LN �'t'L�RUT1 FOR: � O . '3 nENOdLu!LJy LOPEZ RESIDENCE e • DRAWING STATUS: 00STING CONDITIONS 0 y PRELIMINARY K 30 ��BA F BID DRAWINGS CONTRACT DRAWINGS BROOK LN .J. RYE BROO Nye I 0573 t- PERMIT DRAVANGS Z E� NOT FOR CONSTRUCTION ZONE: R-10 SECTION: 135.65 BLOCK: 1 LOT8 g = CONSTRUCTION DRAWINGS GENERAL CONDITIONS_: MATERIAL LEGEND PROJECT DESCRIPTION gay 1 THESE DOCUMENTS REMAIN THE EXCLUSIVE PROPERTY Of THE ARCHITECT,AND MAY NOT BE INTERIOR RENOVATIONS TO AN EXISTING SINGLE-FAMILY DWELLING USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. I-I Earth GENERAL CONSTRUCTION NOTES: GENERAL PLUMBING NOTES: STRUCTURAL/FRAMING NOTES: 2 CONTRACTORS SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED ALL • ALL DIMENSIONS GIVEN ARE TO ROUGH OPENINGS AND/OR FRAMING. • ALL WORK SHALL BE FULLY INTEGRATED INTO EXISTING PLUMBING SYSTEMS AND • ALL POST BEARING CONDITIONS SHALL RECEIVE SOLID BEARING OF THE SAME SIZE OR CONDITIONS WITHIN THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION, Concrete WITH THE PROPOSED SCOPE OF WORK SET FORTH IN THESE DRAWINGS.THE GREATER DOWN TO THE FOUNDATION WALLS OR BEARING BEAM BELOW.VERIFY ALL BASED ON IGNORANCE OF VISIBLE OR IMPLIED EXISTING CONDITIONS WILL BE CONSIDERED. • THESE DRAWINGS ARE TO SHOW AS CLOSE AS POSSIBLE ALL CONDITIONS OF THE RESULTING SYSTEM SHALL BE FULLY OPERATIONAL AND IN PERFECT WORKING ORDER CONDITIONS IN FIELD WITH ARCHITECT. E 3. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING Concrete Block CODE SUMMARY EXISTING STRUCTURE.ALL CONSTRUCTION AND STRUCTURE THAT WAS NOT ONCE CONSTRUCTION IS COMPLETE. CODES,STATE CONSTRUCTION AND ENERGY CONSERVATION CODES,HEALTH CODE,FIREHEIR= ACCESSIBLE ARE SHOWN IN ASSUMED LOCATIONS AND APPROXIMATE SIZE.THE • ALL POST BEARING CONDITIONS TO RECEIVE ADDITIONAL STUDS FOR TOTAL POST DEPARTMENT REGULATIONS,FHA FRAMING STANDARDS,OSHA CODES,FHMU AND UTILITY ARCHITECT ASSUMES NO RESPONSIBILITY FOR THESE CONDITIONS FOR ANY ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL OTHER DIMENSION TO EQUAL OR SURPASS SUPPORTED BEAM THICKNESS.IF THIS CONDITION CODES,AND BEST TRADE PRACTICES. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK CODES&ORDINANCES. CONSTRUCTION MEANS,METHODS,MATERIALS.ETC. APPLICABLE CODES,ORDINANCES AND REGULATIONS,WHETHER OR NOT Brick SPECIFICALLY STATED.THE PLUMBING SUB-CONTRACTOR SHALL ASSUME ALL CAN NOT BE MET,VERIFY BEARING PLATE OR OTHER CONNECTION WITH ARCHITECT IN 4. ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST BE TO THE BEST OF THE KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT OF THE UNDERSIGNED RESPONSIBILITY FOR ALL PLUMBING WORK TO CONFORM TO ANY AND ALL CODES, FIELD. VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ORDERING MATERIAL OR DOING ANY • THE ARCHITECT HAS NO RESPONSIBILITY FOR THE ORIGINAL CONSTRUCTION, RULES AND REGULATIONS OF ANY AGENCIES HAVING JURISDICTION OVER THE WORK, �+ WORK.ANY DISCREPANCIES OR ERRORS IN THE PLANS,SPECIFICATIONS,AND/OR DETAILS Marble REGISTERED ARCHITECT,THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN STRUCTURE,LOCATIONS OF THE STRUCTURE AND ANY CONDITIONS THAT ARE NOT WHETHER SPECIFICALLY INDICATED IN THE PLANS OR SPECIFICATIONS,OR NOT. • UNLESS OTHERWISE INDICATED ALL EXTERIOR/INTERIOR WINDOWS, MUST BE REPORTED TO THE ARCHITECTAT ONCE.NO CHANGE IN PLANS.DETAILS OR COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION VISIBLE THE ARCHITECT IS SOLELY RESPONSIBLE FOR THE PROPOSED SCOPE OF WHERE ADDITIONAL SWITCHES AND/OR RECEPTACLES ARE REQUIRED,THE O DIMENSIONS K PERMISSIBLE WITHOUT THE CONSENT OF THE ARCHITECT.SHOULD THE AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE,AS EXTERIOR/INTERIOR DOORS&EXTERIOR/INTERIOR OPENINGS SHALL HAVE MINIMUM _ CONTRACTOR FAIL TO NOTIFY THE ARCHITECT WITHIN A REASONABLE TIME,HE SHALL BE Plywood CURRENTLY IN EFFECT. WORK IN THESE DRAWINGS CONTRACTOR AND/OR SUB-CONTRACTOR SHALL SUBMIT LOCATIONS TO THE RESPONSIBLE FOR THE COST OF RECTIFYING SUCH ERRORS. ARCHITECT FOR ACCEPTANCE. (3)2 X 10 HEADER WITH 'PLYWOOD SPACERS BETWEEN AT 2 X 6 WALLS&(2)2 X 10 I HEADER WITH)2"PLYWOOD SPACER AT 2 X 4 WALLS.IF THIS CONDITION CAN NOT BE NEW YORK STATE APPLICABLE BUILDING CODES: • THE ARCHITECT DOES NOT HAVE CONSTRUCTION SUPERVISION RESPONSIBILITY AND S MINOR NAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER AND BUILDING 2020 BUILDING CODE OF NEW YORK STATE • THE PLUMBING SUB-CONTRACTOR SHALL SECURE A SEPARATE PERMIT FOR HIS WORK. MET,VERIFY WITH ARCHITECT IN FIELD. Metal HERE BY LIMITS THE RESPONSIBILITY TO THE INFORMATION PROVIDED WITHIN. ACCEPTABLE CONSTRUCTION,INSTALLATION,OR OPERATION OF ANY PART OF THE WORK,AS 2020 RESIDENTIAL CODE Of NEW YORK STATE E DETERMINED BY THE ARCHITECT,SHALL BE INCLUDED IN THE WORK THE SAME AS IF HEREIN 2020 NYS UNIFORM CODE SUPPLEMENT • THE CONTRACTOR AND/OR PLUMBING SUB-CONTRACTOR TO REVIEW AND • ALL NEW PARTITIONS RUNNING PARALLEL TO EXISTING/NEW JOISTS BELOW SHALL SPECIFIED OR INDICATED • CONTRACTOR/OWNER AND TRADES TO FILE AND PAY FOR ALL PERMITS AND EXISTING BUILDING 2020 EXISTING BUILDING CODE OF NEW YORK STATE COORDINATE ALL WORK WITH OWNER AND/OR ARCHITECT PRIOR TO COMMENCING RECEIVE DOUBLE JOISTS CENTERED ON NEW PARTITION.VERIFY ALL CONDITIONS IN V Wood Finish FIRE 2020 FIRE CODE OF NEW YORK STATE APPROVALS REQUIRED BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT. WORK. FIELD WITH ARCHITECT. .�� m 6. CONTRACTORS ARE TO FILE INSURANCE CERTIFICATE AND OBTAIN ALL PERMITS,SCHEDULE ALL REQUIRED INSPECTIONS WITH NOTIFICATION TO INSPECTORS AND ARCHITECT,OBTAIN PLUMBING 2020 PLUMBING CODE OF NEW YORK STATE /� C ALL CODE APPROVALS AND HFMU CERTIFICATES,AND FILE FOR AND OBTAIN CERTIFICATE OF Wood Rough MECHANICAL 2020 MECHANICAL CODE OF NEW YORK STATE • CONTRACTOR/OWNER TO SCHEDULE AND PAY FOR ALL INSPECTIONS AS REQUIRED BY • CONTRACTOR AND/OR PLUMBING SUB-CONTRACTOR TO COORDINATE ALL PLUMBING . FOR JOISTS SPANNING 10'o"OR MORE,INSTALL ONE(i)ROW OF SOLID CROSS V I Q OCCUPANCY.NO WORK SHALL START PRIOR TO OBTAINING PERMITS. FUEL GAS 2020 FUEL GAS CODE OF NEW YORK STATE THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT. WORK LOCATIONS WITH MILLWORK,INTERIOR TRIM,EQUIPMENT AND ADJACENT ENERGY 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE FINISHES. BRIDGING @ MID-SPACE FOR JOISTS SPANNING 20'-0-OR MORE,INSTALL TWO(2) 7 GENERAL CONTRACTOR SHALL CARRY COMMERCIAL GENERAL LIABILITY INSURANCE NO LESS Insulation PROPERTY MAINTENANCE 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE • ALL SMOKE AND CARBON MONOXIDE DETECTORS TO BE ON A INTERCONNECTED ROWS OF SOLID CROSS BRIDGING @ 3$SPAN. Q O1 THAN$1,000,000.00 FOR EACH OCCURRENCE,$2,000,WD.00 GENERAL AGGREGATE,AND ELECTRICAL 2017 NATIONAL ELECTRICAL CODE • WHEN SITUATIONS EXIST WHERE PLUMBING IS SCHEDULED AND CONFLICT HARDWIRED SYSTEM AS PER CODE THROUGHOUT ENTIRE DWELLING.WHERE a.. $2,000,000.00 AGGREGATE FOR PRODUCTS-COMPLETED OPERATIONS HAZARD;AUTOMOBILE ACCESSIBILITY ANSUKc A1171 REGARDING CLEARANCES OR STRUCTURAL FRAMING CONSTRAINTS,COORDINATE • ALL DROPPED SOFFITS ARE TO BE FRAMED W/2 X 4 FRAMING @ 16"O:t.�tfNlfSS�••---- >.-.o,�.oG-. nsu LOCATIONS AND CONFIGURATIONS WITH ARCHITECT. g r UABIUTY INSURANCE NO LESS THAN$1,000,000 00,WORKMAN'S COMPENSATION,AS Rigid Insulation EXISTING INTERIOR WALL OR CEILINGS FINISHES ARE NOT REMOVED TO EXPOSE THE �.. .,, I -7 DETERMINED BY THE STATE THAT THE PROJECT IS LOCATED IN,BUT NO LESS THAN STRUCTURE,BATTERY OPERATED,NON-INTERCONNECTED SMOKE AND CARBON NOTED OTHERWISE.DROPPED SOFFIT FRAMING TO BE SISTERS TO EXI F. $SW,000AO;EXCESS LIABILITY OR UMBRELLA INSURANCE WITH POLICY LIMITS NOT LESS MONOXIDE DETECTORS SHALL 8E PERMITTED AS PER CODE. • MOUNTING HEIGHTS OF ALL PLUMBING CONNECTIONS SHALL BE COORDINATED WITH JOISTS&EXIST.WALL STUDS AND SECURED W/MIN(4)10d NAILS. ZT10 THAN$S,OW,000.00 EACH OCCURRENCE AND$500,000.00 GENERAL AGGREGATE; /EMPLOYERS LIABILITY INSURANCE NOT LESS THAN$5 000 000,00 EACH ACCIDENT AND f/ " G lazing/Mirror OWNER/ARCHITECT PRIOR TO ROUGH-IN. USE AND OCCUPANCY CLASSIFKATION. • ALL'AUGN'INDICATORS ON PLANS,SECTIONS&ELEVATIONS ARE TO IMPI I"] $500,000.00 EACH EMPLOYEE AND$500,000.00 POLICY LIMIT;OTHER INSURANCE REQUIRED • GARAGE&MECHANICAL ROOMS TO HAVE%'TYPE'X'FIRE RATED GYPSUM BOARD ----- -+ ! $ SINGLE FAMILY RESIDENCE:R-3(NYSBC.310 41 • PLUMBER TO PROVIDE BACK FLOW PREVENTER,IF REQUIRED BY MUNICIPALITY.. SIDES OF ALL NEW ROUGH FRAMING&FINISHES ARE TO ALIGN WITH SOT 5 BY FEDERAL,STATE,AND LOCAL CODES AND AS THE OWNER REQUIRES.GENERAL. Gravel ON WALLS AND CEILINGS THAT DO NOT MEET THE REQUIRED CLEARANCES FROM �o UNPROTECTED COMBUSTIBLE MATERIALS AS INDICATED ON THE EQUIPMENT LABEL ALL EXIST.ROUGH FRAMING&FINISHES.VERIFY ALL CONDITIONS IN pELI� I Q CONSTRUCTION TYPE: • WASTE AND VENT LINES:INSTALL HOUSE TRAP AND FRESH AIR INLET AS REQUIRED BY B. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS,EITHER NOT SHOWN ARCHITECT. ' OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO ARCHITECT BY OWNER, VB AND IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CODE.CLEAN OUTS AT CHANGE INDIRECTION OF HORIZONTAL RUNS AND AT FOOT C OR NOT MEASURABLE DUE TO TOTAL ABSENCE OF ANY DRAWINGS,OR TOO INACCESSIBLE OF ALL RISERS.ALL WASTE RISERS,INCLUDING ELBOWS AND WYES SHALL BE 9 • CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT AND SPECIFICATIONS FOR ACOUSTICALLY INSULATED WITH SOPRRMA ACOUSTTDRAIN'OR EQUAL.WASTE LINES • CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR TO COORDINA4 TOO INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO PREPARING DRAWINGS.THE ARCHITECT ABBREVIATION LEGEND PROJECT DIRECTORY RECEPTACLES,LIGHT FIXTURES,ETC.WITH NEW/EXIST.ROUGH FRAMING, WO APR 2 202 THEREFORE TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THESE DRAWINGS FOR PROPER MECHANICAL ROOM DIMENSIONS,LIGHT,HEAT,VENTILATION PER CODE SHALL HAVE A MIN.PITCH OF 1./8 PER/Lf. 6- BIDDING SCOPE ONLY,AND WILL FURNISH MORE DETAILED INFORMATION LATER WHEN INTERIOR TRIM,TILE AND ADJACENT FINISHES SEE REFLECTED CEIUNQ PLAN& AREAS ARE ACTUALLY ACCESSIBLE AND MEASURABLE,BY THE CONTRACTORS.ANY WORK • THE PLUMBING AND ELECTRICAL CONTRACTORS MUST BE LICENSED BY THE • HOT AND COLD WATER LINES:EXTEND EXISTING SYSTEM OR INSTALL NEW IN ORDER INTERIOR ELEVATIONS FOR LOCATIONS THAT MUST BE DON ADDITIONALLY IN AREAS WHERE INFORMATION OR INDICATIONS WHERE TO PROVIDE A COMPLETE SYSTEM OF HOT AND COLD WATER SUPPLY AND HOT WORK IN LAID OUT,SHALL BE BILLED TO THE OWNER AS AN EXTRA CHARGE,SUBJECT TO THE WESTCHESTER DEPARTMENT OF CONSUMER PROTECTION TO OPERATE IN THE ARCHITECTS APPROVAL OF AN ITEMIZED COST BREAKDOWN. ACOUST ACOUSTICAL LAM LAMINATE WATER RETURN LINES TO ALL FIXTURES,APPUANCES,AND EQUIPMENT.INSTALL • ALL FLUSH BEAMS AND JOIST CONNECTIONS TO RECEIVE HEAVY DUTY SIMPSON .•+•��.a,.....rz�s•a OWNER ARCHITECT BUILDING DEPARTMENT COUNTY OF WESTCHESTER,NY. SHUT-OFF VALVE ON ALL HOT AND COLD WATER LINES AT ALL FIXTURES.PROVIDE STRONG-TIE METAL HANGERS.FOLLOW MANUFACTURER INSTALLATION -�."' f ADA AMERICANS WITH DISABILITIES ACT Ij LINEAR FEET , VILLAGE- �� , ADJ ADJUSTABLE l/lGl'H LENGTH FRANCISCOLorE2 ROCCOgtEO RYEBRooKWILDINGDEIARTMENT SLEEVES AND ESCUTCHEONS AS REQUIRED. f`f' 9. CONTRACTORS SHALL COORDINATE ALL WORK PROCEDURES AND WORKING HOURS WITH RECOMMENDATIONS. RYE BRC AFF ABOVE FINISHED FLOOR LT LIGHT 30 BROOK LANE RDitudq,tr,[ 93BKING st • ALL PLUMBING LUMBING&ELECTRICAL WORK TO MEET ALL LOCAL,STATE,AND FEDERAL CODE. a LOCAL AUTHORITIES,NEIGHBORHOOD ASSOCIATIONS,AND ANY OTHER GOVERNING At/ALUM ALUMINUM LAV LAVATORY RYE BROOK.NY lose 363 WESTCHESTER AVENUE RYE BROOK,NY 10373 . AUTHORITIES. ACT ACOUSTICALmUNG TILE T.914934.3141 PORT CHESTER,NY 10S73 T.9u.939.ofit ALL HOT WATER PIPING INCLUDING PIPES U N NOMINAL DIA.,PIPES BETWEEN tt 1 e►�) �, -� -�• • ELECTRICAL AND PLUMBING CONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL AND THE WATER&THE MANIFOLD,SUPPLY&RETURN PIPING IN RECIRCULATING HOT +� 10 ALL INDICATED SURVEY MATERIAL IS FOR GENERAL REFERENCE ONLY THE ARCHITECT ARCH ARCHI7T CTUJtAI/ARCHITECT E ABIDANGLDERONIleGMAKLCOM r 9u.n•.os3L ESTEVEFEwsIRYEBR00K.oac PLUMBING TO REMAIN IS CODE COMPLIANT. WATER SYSTEMS OTHER THAN DEMAND RECIRCULATING SYSTEMS,TO BE INSULATED ..a. -��-�' " L-- - , ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CORRECTNESS OF ANY OF THE AHU AIR-HANDLER UNIT M R MANUFACTURER TL MATERIAL E.ROILEG&RDSTU01001C COM W/ "THICK EPDM PIPE INSULATION(APPROX.R-VALUE 2.04) GENERAL ELECTRICAL NOTES: --��- _�'� -•_---" INDICATED MATERIAL M.O MASONRY OPENING • ALL NEW S.C.F.D.SHALL BE A SOLID WOOD DOOR NOT LESS THAN 13/8"IN BRD BOARD MTL METAL • ALL WORK SHALL BE FULLY INTEGRATED INTO EXISTING ELECTRICAL SYSTEMS AND 11.CONTRACTORS SHALL E RESPONSIBLE FOR PROTECTION OF ALL EXISTING AND NEW THICKNESS,OR A SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8" WITH THE PROPOSED SCOPE OF WORK SET FORTH IN THESE DRAWINGS.THE CONDITIONS AND MATERIALS WITH AND ADJACENTWORK IN THE CONSTRUCTION AREA.ANY BIX BUILDING Mutt MULLION DRAWING LIST THICK,OR 20-MINUTE FIRE-RATED DOOR EQUIPPED WITH A SELF-CLOSING HINGE OR RESULTING SYSTEM SHALL BE FULLY OPERATIONAL AND IN PERFECT WORKING ORDER DAMAGE CAUSED BY THE EXECUTION OF THE WORK INDICATED OR IMPLIED HEREIN SHALL BE � BLOCK GENERAL N E RAL MECHANICAL HAN I CA L NOTES: REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S SOLE as BUILDING STANDARD DOOR CLOSER.S.C.F.D.FRAME MALL MATCH DOOR SPECIFICATION. ONCE CONSTRUCTION IS COMPLETE. EXPENSE N/ OT A NOTAPPLIuaeLE • EXISTING MECHANICAL EQUIPMENT SHALL REMAIN AS-IS.CONTRACTOR TO • ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE • All NEW HANDRAILS AND GUARDS TO CONFORM TO SECTION R311.7.8'HANDRAILS' 12.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION CHIT CHAIR RAIL N.I.0 NOT IN CONTRACT SERVICE EXISTING MECHANICAL EQUIPMENT AND CONFIRM EQUIPMENT IS IN N.E.C.,AS DEBRIS,RUBBISH AND OFF SITE DISPOSAL IN A RESPONSIBLE MANOR. CJ CONTROLJOINr NSF NET SQUARE FOOTAGE AND SECTION R312'GUARDS&WINDOW FALL PROTECTION'OF THE RESIDENTIAL GOOD WORKING ORDER.EQUIPMENT REPLACEMENT PARTS AND LABOR WILL BE WELL AS ALL OTHER APPLICABLE CODES,ORDINANCES AND REGULATIONS,WHETHER cc CL CENTER LINE "Ts NOT TO SCALE CODE OF NEW YORK STATE. CONSIDERED AN ADDITIONAL COST. OR NOT SPECIFICALLY STATED THE ELECTRICAL SUB-CONTRACTOR SHALL ASSUME 0 13 CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND CLG CEILING ALL RESPONSIBILITY FOR ALL ELECTRICAL WORK TO CONFORM TO ANY AND ALL SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY CLR CLEAR O.A OVER ALL • GENERAL CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF ANY UNFORESEEN • ALL WORK SHALL BE FULLY INTEGRATED INTO EXISTING/NEW MECHANICAL CODES,RULES AND REGULATIONS OF ANY AGENCIES HAVING JURISDICTION OVER THE UNAUTHORIZED PARTIES. CMU CONCRETE MASONRY UNIT SYSTEMS AND WITH THE PROPOSED SCOPE OF WORK SET FORTH IN THESE h o.0 ON CENTER CONDITIONS THAT MAY ARISE. WORK,WHETHER SPECIFICALLY INDICATED IN THE PLANS OR SPECIFICATIONS,OR W CRM CROWN MOLD o.o OUTSIDE DIAMETER DRAWINGS.THE RESULTING SYSTEM SHALL BE FULLY OPERATIONAL AND IN NOT.WHERE ADDITIONAL SWITCHES AND/OR RECEPTACLES ARE REQUIRED,THEF- 14.DRAWINGS ARE NOT TO BE SCALED.USE DIMENSIONS ONLY. COL COLUMN O•F OVERFLOW • ALL ITEMS INDICATED IN THESE DRAWINGS AS TO BE SELECTED BY OWNER'WILL BE PERFECT WORKING ORDER ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR AND/ORSUB-CONTRACTOR SHALL SUBMIT LOCATIONS TO THE Z CONc CONCRETE O.H OPPOSITE HANG ARCHITECT FOR ACCEPTANCE. Q Z Lj'1 Z IS.CONTRACTOR SHALL LAY OUT WORK AND BE RESPONSIBLE FOR ITS CORRECTNESS AND cONsr CONSTRUCTION GIVEN AN ALLOWANCE BY THE CONTRACTOR.CONTRACTORS WILL BE RESPONSIBLE • ALL MECHANICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE SAFETY,AND SHALL GIVE NECESSARY DIMENSIONS TO ALL PARTIES. CONTR CONTRACTOR/CONTRACT FOR SUPPLYING&INSTALLING ALL ITEMS INDICATED IN THESE DRAWINGS AS"TO BE MECHANICAL&ENERGY CONSERVATION CODE AS WELL AS ALL OTHER • THE ELECTRICAL SUB-CONTRACTOR SHALL SECURE A SEPARATE PERMIT FOR HIS � J CPT CARPET us PART PARTITION t SELECTED BY OWNER'. APPLICABLE CODES,ORDINANCES AND REGULATIONS,WHETHER OR NOT ~ W Z� Q 16.BY STARTING ANY WORK,CONTRACTOR SIGNIFIES ACCEPTANCE OF THE PREVIOUSLY CPT CARPET P.L. PROPERTY LINE I SPECIFICALLY STATED. WORK' Q Q J � INSTALLED MATERIALS AND FRAMING,AND WAIVES ANY RIGHT TO BLAME PRIOR WORK FOR CT CERAMIC TILE P-LAM PLASTIC LAMINATE W ANY DEFECTS IN HIS OWN WORK. PLBG PLUMBING CL a • ALL NEW PLUMBING FIXTURES TO BE SELECTED BY OWNER. • THE CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR TO REVIEW AND le} PLYWD PLYWOOD O • THE CONTRACTOR AND/OR MECHANICAL SUB-CONTRACTOR TO REVIEW AND Z COORDINATE ALL WORK WITH BUILDING SUPERINTENDENT,OWNER AND/OR W Z W OF DRINKING FOUNTAIN P.M U. PRECAST MASONRY UNIT " COORDINATE ALL WORK WITH OWNER AND ARCHITECT PRIOR TO COMMENCING / O 17 CONTRACTOR TO ORDER SPECIFIC MATERIALS INDICATED HEREIN IMMEDIATELY AFTER BEING c • ALL NEW PAINT TO BE SELECTED BY OWNER. ARCHITECT PRIOR TO COMMENCING WORK. AUTHORIZED TO PROCEED.THE SUBSTITUTIONS PERMITTED WITHOUT APPROVAL OF THE DIA DIAMETER vNL PANEL u+ WORK.MECHANICAL EQUIPMENT,SHAFTS,SOFFITS,DUCTWORK,DIFFUSER, W � (' ARCHITECT,AND CONTRACTOR WILL BE HELD LIABLE FOR DELAYS CAUSED BY CONTRACTOR'S DIAG DIAGONAL POL POLISHED RETURNS,ZONES SPECIFICATIONS AND LOCATIONS WITH OWNER AND ARCHITECT J Y DIM DIMENSION PRO) PROJECT/PROJECTION ALL NEW FLOOR&WALL TILE TO BE SELECTED BY OWNER. CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR TO COORDINATE ALL Q I=IX 0 FAILURE TO ORDER MATERIAL PROMPTLY. Pro PAINTED m PRIOR TO COMMENCING WORK. I- oN DOWN � SWITCHES,RECEPTACLES,LIGHT FIXTURES,ETC.WITH MILLWORK,INTERIOR TRIM, m W o DEPTH P.T PRESSURE TREATED N EQUIPMENT AND ADJACENT FINISHES.SEE REFLECTED CEILING PLAN&INTERIOR �( O W 18 CONTRACTOR IS TO DESIGN AND INSTALL ADEQUATE AND CODE APPROVED SHORING AND DR DOOR • ALL NEW INTERIOR DOOR HARDWARE TO BE SELECTED BY OWNER. • HVAC CONTRACTOR TO SEAL DUCTS TO 4.0 CFM/100 FT2 CONDITIONED FLOOR AREA ELEVATIONS FOR LOCATIONS "'�+ W M 0 LU BRACING WHERE NEEDED TO SAFELY COMPLETE STRUCTURAL WORK.CONTRACTOR TO os DOWN SPOUT WITH UL 181 PRODUCTS APPROPRIATE FOR THE DUCT MATERIAL TYPE.(TESTING NOT ASSUME FULL AND SOLE RESPONSIBILITY FOR STRUCTURAL ADEQUACY THE SHORING,AND OTL/DET DETAIL CITY QUANTITY s • UNLESS NOTED OTHERWISE ALL INTERIOR&EXTERIOR FINISH MATERIAL TO BE REQUIRED IF ALL DUCTS ARE LOCATED COMPLETELY WITHIN CONDITIONED SPACE.) • ALL NEW SWITCHES TO BE'LUTRON DIVA DIMMER&SWITCH'(UNLESS NOTED Z W FOR ANY INJURIES,OHMAGE,CRACKS,OR DEFECTS CAUSED BY SHORING OR BRACING,AND o SHALL REPAIR ALL SUCH DAMAGE AT HIS SOLE EXPENSE. SELECTED BY OWNER. OTHERWISE).SWITCH COLOR SHALL BE VERIFIED WITH ARCHITECT AND OWNER 0 W LU R RELOCATED • HYDRONIC SYSTEMS&REFRIGERANT LINES TO BE INSULATED W/Ij"THICK EPOM PRIOR TO PURCHASE.WHEN SITUATIONS EXIST WHERE MULTIPLE SWITCHES ARE O >_ 0 19.ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL PAYMENT.THE GENERAL ELEC ELECTRICAL Re RUBBER BASE Aoo9 COVER SHEET:GBd�AI NOTES;CODE SUMMARY: • . PIPE INSULATION(APPROX.R-VALUE 2.04) CONTRACTOR IS TO FURNISH WRITTEN GUARANTEE AFTER HIS WORK AND ALL EL/EIEV ELEVATION/ELEVATOR RCP REFLECTED CEILING PLAN ALL SHOWER GLASS TO BE LASER OR ACID ETCHED TEMPERED GLASS. SCHEDULED AND CONFLICT REGARDING CLEARANCES OR STRUCTURAL FRAMING AIOI FIRST FLOOR PLAN.DETAILS 0 CONSTRAINTS,COORDINATE LOCATIONS AND CONFIGURATIONS WITH ARCHITECT. J U SUBCONTRACTOR'S WORK,AGAINST DEFECTS RESULTING FROM THE USE OF INTERIOR EMER EMERGENCY R/RAD RADIUS • ALL HVAC PIPES/INSULATION LOCATED OUTDOORS TO HAVE EXTERIOR GRADE MATERIALS,EQUIPMENT,OR WORKMANSHIP,AS DETERMINED SOLELY BY THE ARCHITECT. ENT ENTRANCE aECPT RECEPTACLE • UNLESS NOTED OTHERWISE ALL EXISTING ELEMENTS DISTURBED BY CONSTRUCTION INSULATION PROTECTION • ALL NEW RECEPTACLES TO BE'LEVITON DECOJtA TAMPER RESISTANT'(UNLESS NOTED Q ALL SUCH DEFECTS ARE TO BE REPLACED OR REPAIRED,COMPLETE WITH LABOR AND EP EPDXY R.0 ROUGH OPENING IS TO BE PATCHED&REPAIRED TO MATCH EXISTING BY THE CONTRACTOR. MATERIALS,AT NO COST TO OWNER. EQ EQUAL R.S.F RENTABLE SQUARE FOOTAGE • HVAC COMPRESSOR AND AIR HANDLERS TO HAVE DRAIN PAN AND EMERGENCY OTHERWISE).RECEPTACLE COLOR TO BE VERIFIED WITH ARCHITECT AND OWNER ETR EXISTING TO REMAIN R.T U ROOF TOP UNIT • CONTRACTOR IS RESPONSIBLE TO MODIFY ALL EXISTING MECHANICAL,ELECTICA SHUTDOWN PROIR TO PURCHASE.RECEPTACLE AND AMPERAGE AND TYPE TO BE PER CODE. Q 20.SUBSTITUTIONS OF EQUIPMENTOR MATERIALS OTHER THAN THOSE SHOWN ON THE EWC ELECTRIC WATER COOLER 4 WHEN SITUATIONS EXIST WHERE MULTIPLE RECEPTACLES ARE SCHEDULED AND DRAWINGS OR IN THE SPECIFICATIONS SHALL BE MADE ONLY UPON APPROVAL OF THE (EL/EXIST EXISTING PLUMBING,FIRE PROTECTION DEVICES AND FIXTURES,AS WELL AS,EXISTING CONFLICT REGARDING CLEARANCES OR STRUCTURAL FRAMING CONSTRAINTS, ARCHITECT OR OWNER AS NOTED UB THE DRAWINGS OR IN THESE SPECIFICATIONS.THE ExP.1T. EXPANSION JOINT S.0 SCHE SCHEDULE FINISHES TO REMAIN TO PROPERLY ACCOMMODATE AND INTEGRATE THE PROPOSED COORDINATE LOCATIONS AND CONFIGURATIONS WITH ARCHITECT. CONTRACTOR SHALL SUBMIT HIS SUBSTITUTION FOR APPROVAL BEFORE RELEASING ANY EXI EXTERIOR SECT SCHEDULE SCOPE OF WORK SET FORTH IN THESE DRAWINGS. ORDER FOR FABRICATION AND/OR SHIPMENTS.THE ARCHITECT RESERVES THE RIGHT TO SECT SECTION DISAPPROVE SUCH SUBSTITUTION,PROVIDED IN HIS SOLE OPINION,THE ITEM OFFERED IS S.F SQUARE FOOT/SQUARE FOOTAGE MOUNTING HEIGHTS OF ALL SWITCHES AND RECEPTACLES SHALL BE COORDINATED NOT EQUAL OF THE ITEM SPECIFIED.WHERE A CONTRACTOR PURPOSES TO USE AN ITEM FA FIRE ALARM Sim SIMILAR WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN.LOCATIONS SHALL BE COORDINATED OTHER THAN THAT SPECIFIED OR DETAILED ON THE DRAWINGS,WHICH REQUIRES ANY FEC FIRE EXTINGUISHER CABINET SPEC SPECIFY/SPECIFIED WITH BUILT-IN CABINETRY,ETC. REDESIGN OF THE STRUCTURE,PARTITIONS,PIPING,WIRING OR OF ANY OTHER PART OF THE FO FLOOR DRAIN Sss Q SQUARE MECHANICAL,ELECTRICAL,OR ARCHITECTURAL LAYOUT,ALL SUCH REDESIGN,AND ALL NEW FIXT FIXTURE S O STANDAR STEEL • CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR TO VERIFY ALL TYPES OF DRAWINGS AND DETAILING REQUIRED THEREFOR SHALL.WITH THE APPROVAL OF THE FLUOR FLUORESCENT Sn STEEL CABLES FOR T.V.,TELEPHONE,INTERNET,ETC.WITH MANUFACTURER PRIOR TO ARCHITECT,BE PREPARED BY THE CONTRACTOR AT HIS OWN EXPENSE. FT FOOT/FEET SUSP SUSPENDED INSTALLATION. •'"-•«'..'..«..�.•...- .r.�.a o"...................r...,.+.... FURR FURRED FURRING ALL ELECTRICAL OUTLET IN WET'LOCATIONS WILL BE OF THE G.F.I.TYPE. 21 ALL WORK SHALL BE INSTALLED 50 THAT ALL PARTS REQUIRED ARE READILY ACCESSIBLE FOR FWC FABRIC WALL COVERING • «,rr..+•..r«+r+..«r..e"r INSPECTION,OPERATION,MAINTENANCE AND REPAIR.MINOR DEVIATIONS FROM THE FRP FIBERGLASS REIN Pu►snc TEL TELEPHONE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES OF MAGNITUDE SHALL NOT TEMP TEMPEEREDRED ENERGY CODE COMPLIANCE-CLIMATE ZONE 4 • ELECTRICAL CONTRACTOR TO INSTALL 3 DIA.IN-WALL CABLE CONDUIT WITH `' •..�....`.r«_«.. BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. THRES THRESHOLD N COVER PLATES AT EACH LOCATION.CONTRACTOR TO VERIFY LOCATION CONDUIT GCT GLAZED CERAMIC TILE T.o TOP OF LENGTH IN FIELD WITH ARCHITECT AND OWNER. 22.UPON COMPLETION OF THE WORK,THE ENTIRE PROJECT IS TO BE COMPLETELY CLEANED AND GL GLASS/GLAZED T.O S TOP OF WALL/SlAB TABLE N1102.1.2(R402.1.2)FROM 2020 GENERAL ENERGY NOTES: THE SITE RESTORED TO EXISTING CONDITION,INCLUDING,BUT NOT LIMITED TO,THE GRD GROUND T.o w TOP OF WALL • NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FOLLOWING: TYP TYPICAL NYSTRETCH BUILDING THERMAL ENVELOPE- 1. TO THE BEST OF THE ARCHITECT KNOWLEDGE,THESE PLANS AND SPECIFICATIONS COMPLY WITH NYSTRETCH 2020 TABLE N1102.1.2(R402.1.2)BUILDING BED qR GSF GROSS SQUARE FOOTAGE THE TO MATCH EXISTING INSULATION AND FENESTRATION CRITERIA THERMAL ENVELOPE-INSULATION AND FENESTRATION CRITERIA FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,COMPLYING WITH R404.1 Of .r\�fi C a. COMPLETE SWEEPING Of OR OTHER AND REMOVAL OF ALL RUBBISH AND DEBRIS,EXCEPT GYP GYPSUM THE 2020 NYSTRETCH ENERGY CODE �5 pC0 O/ y x THAT CAUSED ALL OR OTHER DOING N I.C.WORK. GwB GYPSUM WALL BOARD 2 THE CONTRACTOR SHALL INSTALL&TEST ALL MECHANICAL,ELECTRICAL&PLUMBING SYSTEMS TO MEET THE REQUIREMENTS OF THE 2020 NYS ENERGY � Q"0 �00 0- b. REMOVAL OF ALL LABELS FROM GLASS,FIXTURES,AND EQUIPMENT,ETC.AND SPRAY uC UNDERCUT CONSERVATION CODE CLEANING OF ALL GLASS/MIRRORS. U.LA U L APPROVED C. REMOVAL OF STAINS,AND PAINT FROM GLASS,HARDWARE,FINISHED FLOORING, H C HOLLOW CORE U.o N UNLESS OTHERWISE NOTED SUB-SYSTEM U-VALUE CABINETS,ETC. HD HEAD U.S F USABLE SQUARE FOOTAGE 3 WHERE SECTION R402.1.2 REQUIRES R-38 INSULATION IN THE CEILING,INSTALLING R-30OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATIO d. PROFESSIONAL INTERIOR AND EXTERIOR FINAL CLEANING OF THE ENTIRE STRUCTURE. HDW HARDWARE U/S UNDERSIDE SHALL SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30INSULATION EXTENDS OVER THE WALL TOP P �� e. RESTORATION OF PROPERTY BY RETURNING SHRUBS TO ORIGINAL LOCATIONS,FILLING T HDW. HARDWOOD INTENSITY STRUCTURAL DESIGN CRITERIA FENESTRATION of=0.27 THE EAVES ALL RUTS,RAKE TOPSOIL,PLANT GRASS SEED ON DAMAGED LAWN AREAS AND REPAIRS TO HID. HIGH INTENSITY DISCHARGE 4 WHERE SECTION R402 12 REQUIRES R•49 INSULATION IN THE CEILING,INSTALLING R-38 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATIO if '9 �40541 Q� DAMAGED BLACKTOP. H/ HOLLOW METAL VOL VERIFY N FIELD SKYLIGHT Uf=0.50 SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL Hi/H HEIGHT VOL VOLUME .� 23.UNLESS OTHERWISE NOTED,MATERIALS SHALL BE PREPARED,INSTALLED,FITTED,AND H V.A.C. HEATING VENTILATION&AIR CONDITIONING `CT VINYL COMPOSITION TILE TOP PLATE AT THE EAVES THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.4 AND THE TOTAL U ADJUSTED IN ACCORDANCE WITH MANUFACTURES'SPECIFICATIONS,DETAILS,AND VT VINYLTILE GLAZED FENESTRATION lJf=0.40 ALTERNATIVE IN SECTION R402 1 S � 3,D �OP NE`N RECOMMENDATIONS v W C. VINYL WALLCOVER NG MIN.SOIL BEARING CAPACITY: 3,000 PSF 10. INSIDE DIAMETER CONCRETE FOOTINGS: 3,000 PSI S WHERE SECTION R402.1 2 REQUIRES INSULATION R-VALUES GREATER THAN R-301N THE CEILING AND THE DESIGN OF THE ROOF/CEDING ASSEMBLY DOES B - 24.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO IN INCH W/ WITH CONCRETE SLABS ON GRADE/COMPACTED FILL: 3,000 PSI CEILING R-VALUE NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM REQUIRED INSULATION R-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES ALL TRADES UNDER HIS RESPONSIBILITY DURING THE PROGRESS OF THE PROJECT. INCAND INCANDESCENT W/o WITHOUT SHALL SE R-30 INSULATION SHALL EXTEND OVER THE TOP OF THE WALL PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRES t R ` WC WATER CLOSET 21 int or JV/BL N 25.GENERAL CONTRACTORS TO NOTIFY THE ARCHITECT OF ANY UNFORESEEN CONDITIONS ARISE INSUL INSULATION L/360 WOOD FRAME WALL R VALUE 20•5 or 13+10 THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS Of SECTION R402 1 2 SHALL BE LIMITED TO S00 SQUARE FEET(46 M2)OR 20 PERCEN T P wD WOOD DEFLECTION LIMITS(NYSBC:1604.3): THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECT CHECKED: RD DURING CONSTRUCTION. W.H WATER NEATER R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.S.w P WORKING POINT MASS WALL R-VALUE 15/20 J.C. JANITOR CLOSET LIVE LOADS(NYSBC:TABLE 1607.1): 108 NO: 2506 26.GENERAL CONTRACTORS SHALL COORDINATE WITH THE VARIOUS TRADES INVOLVED IN THE JBOX JUNCTION BOX vVr WEIGHT SECOND FLOOR 4OPSF 6 INSULATION VALUES SHOWN IN THE CHART ABOVE ARE MINIMUM VALUES REQUIRED BY CODE AND MAY NOT REFLECT THE INSULATION VALUES CALLED CONSTRUCTION OF THE PROJECT. 20PSF FLOOR R-VALUE 30 OUT IN THE CONSTRUCTION DOCUMENTS.WHEN TWO DIFFERENT INSULATION VALUES ARE CALLED OUT,CONTRACTORS ARE HEREBY DIRECTEDTO DATPs 03.03.25 27.THE CONTRACTOR SHALL PROTECT AND NOT DAMAGE TREES,PLANTINGS OR SHRUBS WHERE ROOF 30PSF ATTIC W/O STORAGE INSTALLTHE INSULATION WITH GREATER R-VALUE PERASSEMBLY. - Sheet � CONSTRUCTION WORK IS REQUIRED AT THE EXISTING EXTERIOR OF THE BUILDING. BASEMENT WALL R-VALUE 15119 7 FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS.BAFFLES SHALL MAINT Ey 1■ p,�1 6[ e/�-_ •`®�Y-C D P �.Y . LI i 6.•T C..-♦h/ \- ti, L✓ti.e♦ - 28.THE ENTIRE WORK AREA SHALL BE DELIVERED TO THE OWNER IN PROPER WORKING STRUCTURAL STEEL MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING OPENING EQUAL OR GREATER THAN THE 512E OF THE VENT.THE BAFFLE SHALL D(TENOOVER THE TOP OF THE ATTIC INSULATION.THE BAFFLE SHA I CONDITIONS. SPECIFICATIONS UNLESS NOTED OTHERWISE: SLAB R-VALUE&DEPTH 10,4 ft PERMITTED TO BE ANY SOLID MATERIAL STRUCTURAL STEEL-ASTM A992 GRADE 50 U.N. 8 R-21 INSULATION SHALL BE INSTALLED IN ALL ZX6 EXTERIOR WALLS. STEEL PLATES-A U.N.//HIGH STRENGTH BOLTS ASTM A325,GALVANIZED CRAWL SPACE WALL R VALUE 15119 9 REFER TO NYSTRETCH 2O20,CHAPTER 4 FOR FURTHER REQUIREMENTS GALVANIZED//WELDING ELECTRODES-AWS CLASS E70 NUTS-ASTM A563 FLOOR PLAN LEGEND ISSUES: FASTENER INSTALLATION REQUIREMENTS SUBMITTED FOR PERMIT 04.02.25 NEW CONCRETE FOUNDATION WALL&FOOTING Piece •of Fastener WHEN FASTENERS ARE REQUIRED _ Width Pies rypa M(n.Length a Rows O.C.Spacing Location ON BOTH SIDES.STAGGER EXISTING PARTITION FASTENERS ON THE SECOND SIDE 10d nails 3' 3" 1Y SO THEY FALL HALFWAY BETWEEN 2 12d.16d nails 3 Y; 21 One side FASTENERS ON THE FIRST SIDE. NEW PARTITION EXISTING DOOR FA FxMILT ooM i''• Screws 3Y'e or 3Y2 2 24" 10d nails 3' 3m 1 Y Both sides 3 12d-16d nails 3 Y; 2 NEW DOOR 1Y4 Screws 3YYO;or 3Y2 Both sides EXISTING WINDOW 2 24' CLOAD MUST BE APPLIED EVENLY _-___ S One side ACROSS ENTIRE BEAM WIDTH. 10d mails' 3' 3m OTHERWISE,use CONNECTIONS r FOR SIDE-LOADED BEAMS. -- ---------03------- y One side � NEW WINDOW s 01 4 12d-16d nails 3 Y; 2 12• �) Screws 5'or 6• Both sides DEMOLITION LINE DRAWING STATUS: Exist 2 24' MULTIPLE PIECES CAN BE NAILED OR BEDEXIS1 R•2 r_—_ _______, 6 3'; One side L6 EXISTING CONDITIONS E%UST I !!! BOLTED TOGETHER TO FORM A HEADER OR -———-ABOVE PRELIMINARY ` BEDAMM 01 Isr I 1 1 Screws S or 6' 2 24' Both sides MAXIMUM WIDTH OF BEAM OF THE D SIZE,UP TO A 03 _ 3Y2' 2 6 3'; One side BELOW BID DRAWINGS Y27 bolt 1 8' 2 1 24 -- CENTER LINE OF BEAM ABOVE CONTRACT DRAWINGS (1)10D NAILS ARE 0.128-DIAMETER:I2D-16D NAILS ARE 0.148•-0.162'DIAMETER:SCREWS ARE SDS,SDW.WS.OR ---------------- I 1;_»; 1 PERMIT DRAWINGS --" ""-- -- TRUSS LOK L •, BUILDING SECTION/WALL SECTION KEY (2)AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14'OR GREATERNOT FOR CONSTRUCTION EMS �_____� _—_——_—_ (3)WHEN CONNECTING 4?LY MEMBERS,NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY Y FROM THE RH• CONSTRUCTION DRAWINGS ----"" --- �T• ROWS IN THE PLY BELOW. FINISH FLOOR ELEVATION MARKER • LJwRt;Rt>oM INTERIOR ELEVATION KEY 11 wp 03 REPETITIVE FRAMING STRUCTURE g E.V BA1ARZmA ; �EXBT, r EXIST I� - I� © EXTERIOR WINDOW DENOTATION DINIFZ'iADOM ``L; 1..• 11 KEXI� 02-� ; Ol Y�� 1 EXTERIOR DOOR DENOTATION Ol g 03 r---- � �1 INTERIOR DOOR DENOTATION , 1 INTERIOR FINISH DENOTATION L PLUMBING FIXTURES DENOTATION 1 1 I I I I 1 1 I 1 1 ` 107 ROOM/SPACE DENOTATION ECHX S-01NG FAMILY ROOM S.CF.D. SELF CLOSING FIRE RATED DOOR O CC R.00R RN: . E FIRST FLOOR DEMOLITION PLAN I EXIST.FLOORING:PATCH&REPAIR IWE a T.M.E TO MATCH EXISTING � 1 WALL F SCALE:1/HIS=1''V11 ' ATCH&REPAIR AS REM T.M.E.PREP EXIST.GYPSUM Z Kry C BOARD TO RECEIVE A LEVEL 4 FINISH WHERE PTO _ Al WALL FINISH 10 BE SELECTED BY OWNER E CEILING RN. EM W^ KEY NOTES-CONSTRUCTION FLOOR PLANS U PATCH&REPAIR AS R T WE PREP EXIST.GYPSUM BOARD TO RECE VE A LEVEL A FINISH WHERE PTD. FINISH COLOR TO BE SELECTED BY OWNER 4—J O 01 NEW KITCHEN CABINETRY(BY OTHERS) a —A1501 (2)11 W LVL EXIST.WINDOW C 0 _STEEL FLITCH PLATE DROPPED 1— 5'•30'R 2'•B' _ _ ------ _ •9'SH:3' ------------- H QJ gNEW AXIS I NEW 4X6 c V PSLPOST PSLPosr A101� (E)UP EXISTING BEDROOM 2 11 CH:tS'-V FLOOR FIN: EXISTING BEDROOM 1 9 EXIST.FLOORING:PATCH&REPAIR T.M.E y C.H. WALL FIN: CH:tV-O- cc 1:31'•2' PATO,A REPAIR AS RED.TME.PREP EXIST.GYPSUM BOARD TO RECEIVE FLOOR FEW iv A LEVEL 4 FINISH WHERE PTD WALL FINISH TO BE SELECTED BY OWNER C.H. EXIST-F7W-FUNG:PATCH&REPAIR T.M.E. < r——————— ———————-- CEILING FIN.: �'�• WALL RN: ^ I I PATCH A REPAIR AS REM TM.E.PREP EXIST GYPSUM BOARD TO RECEIVE PATCH&kPAIR AS RED.T.M.E.PREP EXIST GYPSUM BOARD TO RECEIVE I I I A LEVEL a FINISH WHERE FM FINISH COLOR TO BE SELECTED BY OWNER A LEVEL 4 PNISH WHERE PTO.WALL FINISH TO BE SELECTED W OWNER C EXIST. I I 1 CEIUNG RN.: inn PATCH&REPAIR AS REM T.M.E.PREP EXIST.GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH WHERE PTO.FINISH COLOR TO BE SELECTED BY OWNER DEMO. PLAN LEGEND 5D o I I I I 3: EXIST.JOIST PARTITIONS/ROOF/WINDOWS/DOORS/CABINETRY TO BE DEMOLISHED v I I I I I I I I I I NEW JOIST SISTERED TO EXIST.JOIST SD I I I I I I I ( EXISTING PARTITIONS —_-- --- — 3 I L---J I L___J ------------ I SEENaLINGCHART) I I 1 EXISTING DOOR I I EXIST. EXIS 4 SO EXIST.FOYER a EXISTING WINDOW. � a CH:SB'-Q' H—_---! I I L-------1-------J —�1 E'LOOR RN:XlsT FLOORING:PATCH A REPAIR j—————- ICIH-W I � EXISTING LIVING ROOM I.M.L. _-- FLOOR L O FIN: 30 DOUBLE PLY LVL SISTERED TO EXIST.CL'G JOISTS oC GENERAL DEMOLITION NOTES: `M PATCH A REPAIR AS REM T.M E. — EXIST.FLOORING:PATCH&REPAIR TMA WALLRN: WALL FIN: SCALE:1"=1�-0" 0 PREP EXIST.GYPSUM BOARD TO . PAT04&REPAIR AS REM T.M.E.PREP EXIST • CONTRACTOR TO PERFORM ALL DEMOLITION WORK TO ACCOMMODATE NEW RECEIVE A LEVEL 4 FINISH WN ERE GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH W CONSTRUCTION,UNLESS NOTED OTHERWISE. PrD.WALL FINISH To BE SELECTED XIST• WHERE PTO WALL FINISH TO BE SELECTED BY EC BYONG FIN.: BATFfR00 OWNER (/)CAT HG RN.: L ZVTHESE DRAWINGS ARE TO SHOW AS CLOSE AS POSSIBLE ALL CONDITIONS OF THE \ PATCNAaEPaRASREMTlH.E CEIUNGRN: �I I PATOI A NE►AIR As REM TJN.E.PREP DDST.EXISTING STRUCTURE.ALL CONSTRUCTION AND STRUCTURE THAT WAS NOT ACCESSIBLE \\PREP EXIST.GYPSUM BOARDTO I I GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH 0 Z In <ARE SHOWN IN ASSUMED LOCATIONS AND APPROXIMATE SIZE.THE ARCHITECT \\RECEIVE A LEVEL4 FINISH WHERE IIWHERE PTO FINISH COLOR TO BE SELECTED BY 0 Il_ASSUMES NO RESPONSIBILITY FOR THESE CONDITIONS FOR ANY CONSTRUCTION MEANS \1PTD.WALLRNISH TOBE SELECTED owNEa NEW GIRDER(SEE PLAN FOR SIZE AND LOCATION) W z t'1 0 METHODS,MATERIALS.ETC. \� E" ♦ ♦ r I I Q Q J EXISTING DINING ROOM \\ I I SIMPSON STRONG-TIE W FACE-MOUNT Y}: Q • IN ANY CONDITION THE CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL WALLS, FLOOR p \\\ I I JOIST HANGER AT EA 1ST. W (�O Z STRUCTURAL COLUMNS,STRUCTURAL BEAMS,PRIOR TO INSTALLING ADEQUATE EXIST.FLOORING:PATCH A REPAIR T M E \\ (E)UP I I CEILING JOISTS 0— W J Y SHORING AND/OR BRACING. WALL RN: \\ NEW/E)OST.GYP.BOARD Uj o PATOI&REPAIR A3 REM T.M.E.PREP EXIST.GYPSUM BOARD TO RECEIVE \\ I 1 A OI I I (PATCH I REPAIR O REQUIRED) Q CC Co O O A LEVEL 4 FINISH WHERE PTO.WALL FINISH TO BE SELECTED BY OWNER a I I • CONTRACTOR IS TO DESIGN AND INSTALL ADEQUATE AND CODE COMPLIANT SHORING NEW axa NEW axa I I ` cEIUNG RN.: AND/OR BRACING WHERE NEEDED TO SAFELY COMPLETE STRUCTURAL WORK. PATO,&REPAIR AS REM TAL.E.PREP EXIST.GYPSUM BOARD ToRECEIVE POST PSL POST _ _ , 21ELA BEAM FLUSH _ Q� % 0 o cc O CONTRACTOR TO ASSUME FULL AND SOLE RESPONSIBILITY FOR STRUCTURAL ADEQUACY A LEVEL 4 FINISH WHERE M.FINISH COLOR TO81 SELECTED BYOWNER U2R10 FLUSH_ I M 6L OF THE SHORING,AND FOR ANY INJURIES,DAMAGE,CRACKS,OR DEFECTS CAUSED BY __— EXIST.WINDOW Z r 1 1 I ---- ----- ---- 3'•10•X 3'•10' SHORING AND/OR BRACING,AND SHALL REPAIR ALL SUCH DAMAGE AS THE I I I 0 ~ NEW 4%4--' I ( I i SH:3'-0' 0 LL CONTRACTOR'S SOLE EXPENSE. POST I 1 I I I II I ————— J---+----J--J— — ----- • CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING&NEW j I _ 3 r— _' '__'_ EXISTING KITCHEN TYPICAL LVL BEAM DETAIL @ CLIG JOISTS —� CONDITIONS.ANY DAMAGE CAUSED BY THE EXECUTION OF THE WORK INDICATED OR I I ATH ROOM a 1 1 CH:t'a- 4 ,I_ Q IMPLIED HEREIN SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION AT -—--- F i I I ( I FLOOR Fri: SCALE:1 —1-0 THE CONTRACTOR'S SOLE EXPENSE. _____ I I EXIST.FLOORING PATCH A REPAIR T M E ALL (el ON I I ' I I I I PATT04 FIN: REPAIR AS REM T.M.E.PREP 0113T.GYPSUM BOARD TO RECEIVE • CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE _1 I I i i ALEVEL4RNISHWHEREPTD WAL RNISHTOBESELECFFDBYOWNER 16• 16' 3' AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING THE PREMISES FROM ENTRY T I I I W , Iro n• CEILING FIN.: MIN.ea'a. OF UNAUTHORIZED PARTIES. EXIST.WINDOW '.____ _-- _ _-- vATv,&REPAIR As ata T.M.E.PREP EXIST.GYPSUMtloAaD TO RECEIVE 6'•1' L— —J I LI__— J („)REVA LEVEL 4 FINISH WHERE"O WALL FINISH TO SE SELECTED 8T OWNER sH:8•• CONTRACTOR TO REPLACE AND/Olt REPAIR ALL EXISTING STUDS,JOISTS,SUB-FLOORING, I I v I I OO QO PLUMBING,ELECTRICAL,HVAC,THAT IS DAMAGED,ROTTED,OR NOT CODE COMPLIANT. THESE CONDITIONS ARE CONSIDERED UNFORESEEN CONDITIONS AND THE CONTRACTOR WILL BE COMPENSATED FOR ADDITIONAL WORK UPON THE APPROVAL FROM BOTH THE EXIST WINDOW DESIGNER/OWNER. STOVE Ol a'•10•SH:.3'•10• WHIT .wr..wAw4.r,v,f.r.rr w•ra M w w••«.•rAriw O w,A�rq....w,�«�.�4w.rwr•�,rr,wrr ••+•.rw«.•,ram,raw«r«a•.r,,,wr,wdy. • CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO SUITABLY SCREEN O I�1«l DEMOLITION WORK FROM OTHER SPACES WITHIN DWELLING. • ANY ASBESTOS AND/OR LEAD PAINT ENCOUNTERED DURING CONSTRUCTION SHALL BE GIRDER ELEVATION REMOVED BY A LICENSED ASBESTOS CONTRACTOR AND/OR LICENSED LEAD PAINT CONTRACTOR IN ACCORDANCE WITH ALL CITY,STATE AND FEDERAL CODES AT THE OWNERS EXPENSE. O ARcy 1/2'oGALV METAL rco ,, THROUGH BOLTS W/ Ui\ 0 DJ�O ,►� ! �(v O • CONTRACTOR TO CAREFULLY PROTECT ALL FIRE ALARM AND SPRINKLER SYSTEMS GALV METAL WASHERS t8 16.0 C STAGGERED a DURING CONSTRUCTION,SUCH THAT THESE SYSTEMS REMAIN OPERABLE AND FUNCTIONAL FOR THE COURSE OF THE PROJECT.ALL FINAL 1 GIRDER CONNECTIONS/DISCONNECTIONS OF FIRE ALARM AND SPRINKLER SYSTEM SHALL BE (SEE PLAN FOR SIZE) Ar PERFORMED BY THE LICENSED CONTRACTOR. STEEL PLATE )4022 (SEE PLAN FOR SIZE) • ALL ELECTRICAL&PLUMBING DEMOLITIONS MUST BE PERFORMED BY A LICENSED 040541 yO� ELECTRICIAN AND LICENSED PLUMBER.ALL ELECTRICAL&PLUMBING DEMOLITION FOF NE`N MUST CONFORM TO ALL CITY,STATE AND FEDERAL CODE. GIRDER SECTION FIRST FLOOR PLAN GIRDER CONNECTION DETAIL DRAWN: N181. N KEY NOTES-DEMOLITION PLANS 2 SCALE:1/4"=V-0" 5 CHECKED: RO JOB NO: 2506 01 REMOVE EXISTING BEAM DATE: 03.03.2S Sheet 02 REMOVE EXISTING DOOR AND DOOR FRAME 03 REMOVE ALL TERMITE DAMAGED FRAMING AND REPLACE IN-KIND W/NEW,UNLESS A101 NOTED OTHERWISE