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BP18-163
PERMIT 0 SECT*N _. TYPE OF WORK !OD LOCATION &11 110124= - Ill/.IIII _wLl�L�%�`+S%,�iiT EST. COST J 7U 0 VCO # — HE DATE IC v4p(CO # 1 -q5 FEE„- DATE 1 la�il e - •---# ,-. -- ion 60 P71nas11l7 ee4. I ZBA ✓✓✓✓ OTHER INSPECTIQN RECORD DATE �#QOTING FOUNDATION FRAMING `- RGH FRAMING INSULATION PLUMBING &0010 RGH PLUMBIn ✓GAS /SPRINKLER s ELECTRIC LOW -VOLT 'ALARM AS BUILT clKlAl . t C._ _ clw av Ian s Harigj ng in 0OC4 P C rcorn -VAC, PIUnS Open Permit Letter Sent 17//0// c' a// irefe 'sp rinejee 1� Lea M5 15411 `. - c; w IAL ^�w� ±_�i ' I , y I • uT s • A • • JI � I �, ► M ;rI ► .raw WCH111CIM FACI1I11 PUNNING INIH1011I ACC. ACCE55ORY H.A. HEAVY DUTY A.C.T. ACOUSTICAL CEILING TILE HDCP. HANDICAP ADD. ADDITIONAL HT. HEIGHT ADJ. ADJACENT OR ADJUSTABLE N.M, HOLLOW METAL AFF. ABOVE FINISHED FLOOR HR. HOUR A.IA AMERICAN INSTITUTE OF ARCHITECTS HORIZ. HORIZONTAL A1.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION NDW. HARDWARE ALUM. ALUMINUM H. H(GHIHEIGHT ALT. ALTERNATE HYAC HEATING, VENTILATION, a AIR CONDTIONNG AN51 AMERICAN NATIONAL STANDARDS INSTITUTE H.W. HOT WATER APT. APARTMENT AD.A AMERICANS WITH DISABILITIES ACT ID. INSIDE DIAMETER ARCH. ARCHITECT IN. INCH OR INCHES ASTM AMERICAN SOCIETY FOR TESTING MATERIALS INFO. INFOF `IATION Abi ARCHITECTURAL WOODWORKERS INSTITUTE INSUL. INSULATE, INSULATION' OR INSULATED 9 AT INT. INTERIOR OR INTERMEDIATE PIT, BITUMINOUS JAN, JANITOR BD, 80ARD BOT. POTTOM KD. KNOCK-DOUN BLDG. BUILDING KO KNOCK -OUT BLK BLOCK KW KILOWATT BLKG. BLOCKING B.O. BY OTHERS L. LONGILENGTH B:R. BULLET RESISTANT LAM. LAMINATE OR LAMINATED BR. BRUSHED LB. POUND BTU BRIT16H THERMAL UNIT LAB. LABORATORY LDR. LEADER CAB. CABINET L.H. LEFT-HAND 1 CENTERLINE L.H.R LEFT -HAND -REVERSE CFM CUBIC FEET PER MINUTE LIN. LINEAR CL.. CENTERLINE LTG. LIGHTING CL. CLOSET CLG. CEILING MANUF. MANUFACTURER COL. COLUMN MED, MEDIUM CONIC. CONCRETE M.O. MA50NRY OPENING C.T. CERAMIC TILE MECH. MECHANICAL CO. COMPANY MAT. MATERIAL CONN. CONNECTOR MGR. MANAGER CORK CORRIDOR MTD, MOUNTED CONST. CONSTRUCTION MIN. MINIMUM CONT. CONTINUOUS MAX. MAXIMUM CPT. CARPET M€5C. M15CELLANEOU5 CLR. CLEAR MTL. METAL CT. CONNECTICUT OR COUNT M.R. MOISTURE RE815TMT CU. CUBIC N. NORTH D. DEEP/DEPTH NE.C. NATIONAL ELECTRICAL CODE DS DECIBEL NEG. NEGATIVE DET. DETAIL N.I.C. NOT IN CONTRACT DEPT. DEPARTMENT N.R. NOT REQUIRED OR NONE REQUIRED DN. DOWN NO. NUMBER DBL. DOUBLE NO`I. NOMINAL DIA, DIAMETER NUMBER OR POUNDS DIAMETER NO NON-COMBUSTIBLE DWG. DRAWING N.A. NOT APPLICABLE NT5 NOT -TO -SCALE E. EAST N.Y.S. NEVI YORK STATE E.IF.S. EXTERIOR INSULTION FINISH 5Y5TEM ELEC. ELECTRIC OR ELECTRICAL OA. OVERALL EL. ELEYATION OFF. OFFICE ELEY. ELEVATION OR ELEVATOR O.C. ON CENTER ENG, ENGINEER O.D. OUTSIDE DIAMETER EQ. EQUAL OH. OVERHEAD EQUIP. EQUIPMENT OP'G. OPENING ETC. ETCETERA EX. EXCEPT PART. PARTITION EXIST. EXI5TING i€ PROPERTY LINE EXP. EXP05EQ P. LAM PLASTIC LAMINATE PTD. PAINTED PAR, FLOOR AREA RATIO PLYWD PLYWOOD F.D. FLOOR DRAIN PER. PERSON FE.C. FIRE EXTINGU15HER CABINET PERT. PERFORATED FIG. FIGURE PER`t PERMANENT FLUOR. FLUORESCENT PERP. PERPENDICULAR FIN, FINISH PASS. PASSAGE FLR. FLOOR PLF. POUNDS PER LINEAL FOOT FP,5C. FIREPROOF, SELF -CLOSING PLMBG. PLUMBING FT. FEET OR FOOT ROL. POLISHED Eta FOOTING POS. POSITIVE PP.T. PRE53URE PRESERVATIVE TREATED GA. GAUGE P.S.I. POUNDS PER SQUARE INCH G PR. PAIR GALV. GALVANIZED PROP. PROP05ED G.C. GENERAL CONTRACTOR PT. POINT GL. GLASS G.W.B. 6115U`1 WALL BOARD QUAL. QUALITY GYP. GYPSUM QUAN. QUANTITY LEGEND CONSTRUCTION LEGEND: EXISTING PARTITION TO REMAIN — —_-- EXISTING PARTITION TO BE REMOVED NEW PARTITION - REFER TO PARTITION TYPES < >2— PARTITION TYPE EXISTING DOOR TO REMAIN EX15TING DOOR TO BE REMOVED NEW DOOR AND FRAME 1"CJ5 DOOR NUMBER WINDOW NUMBER t : _ DETAIL NUMBER b . — DRAWING NUMBER ELEVATION NUMBER DRAWING NUMBER SECTION NUMBER DRAWING NUMBER ARCHITECT ARCONICS ARHITECTURE P.C. 545B WESTCHE5TER AVENUE RYE BROOK, NY 10513 PH: 914-931-55136 FAX: 914-939-1255 CONTACT: GARY GUNTHER STRUCTURAL ENGINEER ATLANTIC CONSULTING: d ENGINEERING, LLC 525 JOHN STREET BRIDGEPORT, CT 06604 PH: 203-336-4422 FAX 203-336-1169 CONTACT: JIM QUILL I lit N � I I' I Lill, I�Alk 7 I Ii RENOVATION/ALTERATION 122 NORTH RIDGE ST, RYE BROOK, R. RADIUS R.H. RIGHT-HAND R.H.R. RIGHT -HAND -REVERSE REQ. REQUIRED REEINE REINFORCED OR REINFORCING RM, ROOM RO. ROUGH OPENING PER REFRIGERATOR OR REFERENCE R.D. ROOF DRAIN REC. RECEPTION RECD. RECEIVED REV. IREV15ED OR REV15ON 5. SOUTH SEP. SEPARATE SECT. SECTION BHT. SHEET SPEC. SPEClF1CATION SPEC,D. SPECIFIED SPKR. SPEAKER 5PRINK. SPRINKLER STOR. STORAGE 511. STEEL 50, SQUURE S.F. SQUARE FEET OR 5QAURE FOOT 0 SQUARE FEET STRUCT. STRUCTURAL S.S. d 6/5 STAINLESS STEEL WP'T. SUPERINTENDENT tSP. SUSPENDED TOIL. TOILET TR THICKNESS THRE51-1. THRESHOLD TYP. TYPICAL TEL. TELEPHONE TRANS. TR>41v5OM TEMP. TEMPERED OR TEMPORARY TBD. TO BE DETERMINED TBS. TO BE SELECTED U.ON. UNLESS OTHERWISE NOTED UL. UNDERWRITERS LABORATORY PERT. 'VERTICAL VOL. VOLUME V.C.T. YIN)"L COMPOSITION TILE VEST. VESTIBULE V.IF. VERIFY -IN -FIELD V5. VERSUS V.T.R. VENT THROUGH ROOF VBB, VINYL WALL BASE W. WEST OR WIDE/WIDTH WD. WOOD W/ WITH WIO WITHOUT W.C. WATER CLOSET OR WALL COVERING W.P. WATERPROOF WT. WEIGHT WWN. WELDED WIRE MESH YD. YARD FIN15H TAG: EQUIPMENT NUMBER REV161ON NUMBER START POINT/REFERENCE POINT ELEVATION DATUM CONSTRUCTION NOTE CENTERLINE PROPERTY LINE DIAMETER SQUARE FEET M.E.P. ENGINEER WERNER E. TIETJEN, CONSULTING ENGINEERS 68 PURCHASE STREET RYE NEW YORK 105W 914-961-9505 CONTACT: EDISON VENEGA5 E-MAIL: edison*tletje1pec0m j *` ddgpj NOT TO &C LE AREA OF WORK SUBJECT STRUCTURE CRAWFORD PARK MANSION DRAWING L15T ARCHITECTURAL _ G-100 COVER SKEET G-101 FIRE STOP DETAILS 5P-1 SITE LAYOUT, LIGHTING PLAN 8 DETAILS SW-1 DUMPSTER ENCLOSURE PLAN, ELEVATION, DETAILS CHARGING STATION DETAIL SW-2 SILT FENCE, TREE PROTECTION AND NOTES C-I PARKING DRAINAGE AND GRADING PLAN, DETAILS A-100 CELLAR FLOOR PLAN A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ATTIC / ROOF PLAN A-104 CELLAR POWER, DATA d FIRE ALARM PLAN A-105 15T FLOOR POWER, DATA 8 FIRE ALARM PLAN A-106 2ND FLOOR POWER, DATA B FIRE ALARM PLAN A-101 CELLAR REFLECTED CEILING PLAN A-108 FIRST FLOOR REFLECTED CEILING PLAN A-109 SECOND FLOOR REFLECTED CEILING PLAN A-110 ATTIC REFLECTED CEILING PLAN A-111 1ST FLOOR FINISH PLAN 4 FINISH SCHEDULE A-112 2ND FLOOR FIN15H PLAN 4 FINISH SCHEDULE A-113 ENLARGED TOILET PLANS, FRP DETAILS A-200 EXTERIOR ELEVATIONS A-300 NEW RE5TROOM INTERIOR ELEVATIONS A-301 INTERIOR ELEVATIONS A-302 INTERIOR ELEVATIONS A-303 INTERIOR ELEVATIONS A-304 INTERIOR ELEVATIONS A-305 INTERIOR E1-EVATIONS A-400 SECTIONS A-401 ENLARGED SECTIONS s DETAILS A-402 SECTIONS 4 DETAILS A-403 ENTRANCE PATIO PLAN, ENTRANCE DOOR ELEVATIONS, DETAILS A-404 NEW BATHROOM DETAILS, CEILING DETAILS A-405 NEW AREAWAY PLAN d DETAILS A-406 PERGOLA PLAN, ELEVATIONS, DETAILS A-401 CONDENSING UNIT LOCATION PLAN, DRY WELL LOCATION PLAN, DETAILS A-405 MILLWORK PLAN, ELEVATIONS k DETAILS A-409 MILLWORK PLANS, ELEVATIONS, DETAILS E TRIM PROFILES A-410 WALL TYPES A-500 WINDOW SCHEDULES A-501 DOOR SCHEDULES a HARDWARE SETS A-502 DOOR 4 THRESHOLD DETAILS A-503 EQUIPMENT SCHEDULES, DOOR k THRESHOLD DETAILS 5N-1 INTERIOR SIGNAGE 6 I RUC,TU f +wf L 5-000 GENERAL NOTES 5-100 RETROFIT FOUNDATION PLAN AND FRAMING e 16T FLOOR 5-101 RETROFIT 1ST FLOOR PLAN AND FRAMING': PLAN m 2ND FLOOR 5-102 RETROFIT 2ND FLOOR PLAN AND FRAMING PLAN tI 3RD FLOOR 5-103 RETROFIT ROOF FRAMING PLAN 5-300 RETROFIT FOUNDATION DETAILS 5-301 RETROFIT STRUCTURAL DETAILS 5-400 FOUNDATION DETAILS M_E.='. QR4111INGS SITE UTILITIES SU-2 SINGLE PHASE 51TE ELECTRIC REMOVAL PLAN SU-100 51TE UTILITY PLAN eLUMSINC, P-100 CELLAR AND FIRST FLOOR PLANS P-101 SECOND FLOOR PLAN P-102 SANITARY AND DOMESTIC WATER R15ER DIAGRAMS 1=IRE I=ROTECTION FF-100 CELLAR AND FIRST FLOOR PLAN FP-101 SECOND FLOOR AND ATTIC PLANS FP-102 LEGEND, DIAGRAM 4 NOTES 1-IVAC H-100 CELLAR AND FIRST FLOOR PLANS H-101 SECOND AND ATTIC FLOOR PLANS H-102 DETAILS d LEGEND H-103 SCHEDULES r:L.r=cTSIr_AL E-100 CELLAR AND FIRST FLOOR PLANS (LIGHTING 4 FIRE ALARM) E-101 SECOND AND ATTIC FLOOR PLAN (LIGHTING: 4 FIRE ALARM) E-102 CELLAR AND FIRST FLOOR PLANS (POWER 8 DATA) E-103 SECOND AND ATTIC FLOOR PLANS (POWER d DATA) E-104 SCHEDULES E-105 RISER, SCHEDULES AND LEGEND E-106 FIRE ALARM R15ER AND NOTES E-101 LIGHTING CONTROL I. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF THE STATE OF NEW YORK, AND ALL OTHER LOCAL, COUNTY, STATE AND FEDERAL AGENCIES HAVING JURISDICTION OVER THE WORK CONFLICT IN OR BETWEEN cODE5, THE MORE STRINGENT CODE SHALL APPLY. 2. IN GENERAL, THE CONTRACTOR(5) 5HALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY AND/OR REQUIRED TO PERFORM AND COMPLETE THE ENTIRE PROJECT. 3, ALL WORK SHALL BE TRUE, LEVEL, AND OF THE BEST WORKMANSHIP FOR EACH TRADE. ALL MECHANICS SHALL BE SKILLED AND/OR APPROPRIATELY LICENSED BY THE AUTHORITIES HAVING JUR15DICTION OVER 5UCH. 4. ALL DIMENSIONS SHOWN ARE NOMINAL FACE OF STUD DIMEN51ON5 UNLESS OTHERWISE NOTED j�s.C. TO VERIFY DIMEN5IONS IN FIELD PRIOR TO COMMENCING WORK AND NOTIFY THE ARCHITECT OF ANY D15CREPANCIE5. 5. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 6. ANY VARIATIONS FROM CONDITIONS SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. WORK SHALL NOT PROCEED UNTIL CLARIFICATION HAS BEEN RECEIVED. 1. SHOP DRAWINGS WHERE APPLICABLE MUST BE SUBMITTED FOR APPROVAL BEFORE ANY FABRICATION. 8. DISCREPANCIES AND OMISSIONS ON DRAWINGS AND 5PECIFICATION5 SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION. 9. ALL EXISTING WORK SCHEDULED TO REMAIN WHICH 15 DAMAGED OR MADE IMPERFECT SHALL BE REPLACED OR REPAIRED TO THE ORIGINAL CONDITION AS DETERMINED BY THE ARCHITECT. 10. NO WORK SHALL COMMENCE UNTIL A BUILDING PERMIT HAS BEEN ISSUED. 11, SEPARATE PERMITS ARE TO BE OBTAINED FOR ELECTRICAL AND PLUMBING WORK. 12. ALL 5U5CONTRACTOR5 SHALL OBTAIN AND PAY FOR ALL NECE55ARY PERMITS AND LICENSES AND BE RESPONSIBLE FOR HAVING THEIR WORK INSPECTED BY THE AUTHORITIES HAVING JURISDICTION. 13. EACH CONTRACTOR AND/OR SUBCONTRACTOR SHALT- COORDINATE HI5 OWN WORK, WITH OTHER TRADES. 14. ALL CONTRACTORS AND/OR SUBCONTRACTORS ARE TO USE APPROVED STANDARD: A.I.S.C., FEDERAL. US, ETC., JCAHO INTERIM SAFETY MEASURES, STANDARDS OF THEIR TRADES. ALL CONSTRUCTION SHALL BE PERFORMED TO THESE STANDARDS. 15. ALL LUMBER IN CONTACT WITH CONCRETE OR MA5014RY SHALL BE PRESSURE PRESERVATIVE TREATED. 16. IF AMBIGUITIES EX15T IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL INCLUDE IN HIS 51D THE MORE EXPENSIVE METHOD OF WORK. 11. EACH CONTRACTOR SHALL REMOVE AND D15POSE OF H15 OWN DEBRIS AS PER CONTRACT SPECIFICATIONS AND PREMISES SHALL BE LEFT BROOM CLEANED ON A DAILY BASIS. ALL AREAS NOT INVOLVED IN THE WORK SHALL BE PROTECTED FROM DAMAGE, DUST, DEBRIS. ANY DAMAGE TO ADJACENT AREAS OCCASIONED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. 18. LARGE SCALE DETAILS HAVE PRECEDENCE. HOWEVER, WORK INDICATED ON SMALL SCALE DRAWINGS SHALL NOT BE OMITTED. SIMILARLY, NOTES TAKE PRECEDENCE OVER SCHEDULES, PIPING AND WIRING DIAGRAMS, HOWEVER, WORK SHOWN OR DESCRIBED BY OTHER METHODS SHALL NOT BE OMITTED. 19. CUT AND PATCH ALL EXISTING FINISHES AS REQUIRED BY NEW WORK MATCH AND FINISH TO PRESENT FIN15HED SURFACES OR A5 INDICATED. 20. CONTRACT LIMIT LINES ARE SHOWN ONLY FOR GENERAL PURPOSES. THEY DO NOT LIMIT THE WORK UNDER CONTRACT FOR ISOLATED ITEMS BEYOND 5UC14 LIMIT LINES. 21, ALL WORK LET UNDER TH15 CONTRACT SHALL BE GUARANTEED AND HONORED BY THE G.C. FOR A PERIOD OF NOT LE55 THAN ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT, WHICH SHALL CONSTITUTE FINAL ACCEPTANCE - THE GRANTING OF A CERTIFICATE OF OCCUPANCY SHALL NOT CONSTITUTE FINAL ACCEPTANCE. 22. EACH CONTRACTOR SHALL DO THE NECE55ARY CUTTING, PATCHING. REMOVAL, ETC. AS REQUIRED BY THEIR WORK EACH INDIVIDUAL CONTRACTOR (TRADE) SHALL BE RESPON515LE FOR THE REMOVAL OF EXISTING WORK, WHICH SHALL BE REPLACED BY NEW. UPON COMPLETION OF ALL WORK, THE CONTRACTORS SHALL REPAIR IMPROPER WORK TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIAL AND ARCHITECT AND/OR OWNERS AT THE CONTRACTOR'S EXPENSE. 23. HOURS OF WORK, N015E, USE OF BUILDING GROUNDS, ACCE55 To ADJACENT AREAS, SERVICES, ETC. SHALL ALL BE COORDINATED AND APPROVED BY THE BUILDING MANAGEMENT PRIOR TO SUBMISSION OF A PROPOSAL. THE USE OF BUILDING SERVICES AND INTERRUPTION OF BUILDING UTILITIES SHALL BE COORDINATED WITH BUILDING MANAGEMENT. 24. PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE 50LELY RESPONSIBLE FOR ANY C05T5 INCURRED To COORDINATE AND SEEK BUILDING APFIROvAL OF WORK ASSOCIATED WITH H15 CONTRACT. THE ARCHITECT SHALL NOT BE RESPON5IBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACTOR NOR ANY ASSOCIATED SUBCONTRACTORS PERFORMING WORK UNDER THIS CONTRACT. 25, ALL FIRE RATED SEPARATIONS TO BE MAINTAINED. ALL FLOOR AND WALL PENETRATIONS TO BE SEALED A5 PER A6TM E-814-(REFER TO G-101 FOR FIRE STOPPING DETAILS) 26. COORDINATE TH15 DRAWING WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, 21, ALL CONTRACTOR5 BIDDING ON TH15 PROJECT SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR To SUBMISSION OF A BID. FURTHERMORE, WHERE NO SPECIFIC BRAND OR MODEL 15 SPECIFIED THE CONTRACTORS SHALL PROVIDE SUCH, INCLUDING MANUFACTURER5' CUT SHEETS AS A PART OF THEIR BID. 28. ALL ITEMS SPECIFIED, IN GENERAL, HAVE L15TED MANUFACTURERS FOR THE QUALITY OF THE WORK EXPECTED. ALTERNATE MANUFACTURERS AND MATERIALS WILL BE CONSIDERED IF THEIR PRODUCTS ARE APPROVED BY THE ARCHITECT AS BEING ACCEPTABLE, C A R C H I 1 G C T U 4 G t P. C ,1 RYE BROOK, s • • . ..11 1 11 `. RYE BROOK, •• 10571 DATE ISSUE TO PR DIG 4/26/2010 FOR BID 61112018 ADDENDUM "1 X 611112018 ADDENDUM. *2 -^- --- --��— --- a< 611212018 ADDENDUM "3-_--'�--------- _ --- X-- 1/13/2018 FOR RE -BID � _ X 9/6/2018 FOR PERMITPERMIT# 4 t �- 111 SIBILM{� vJ o Z DATE APPRO, E0 OCT 1 0 2018 13UILDING 11N OR, Village of Rye Brook, MY P LA, N S L ��9 0 SEP 13 20181 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 4 1/9/2016 COORDINATION ^ }sz 3 6/12/2018 ADDENDUM 03 — 6z 2 611112018 ADDENDUM 02 sz 1 611/2018 �- 1 ADDENDUM #1 sz NO DATE 7 REVISIONS BY COVER SHEET SCALE: NOTEE) DRAWN BY: 5Z CHECKED BY:GG DATE: I—1'"1,4`I' — II EMAIL: ggunthersarcorice.net F-MAIL: jquill6atlantic-eng.com 1A10111CIM 4CIIIII PIANNING INIEI101S 1A. STEEL SLEEVE (OPTIONAL) - NOM. 10" DIAM (OR SMALLER? SCHEDULE 10 (OR HEAVIER) STEEL PIPE SLEEVE NOTE: CAST INTO CONCRETE FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR PROJECT MAX 2" FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL. 2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN T4E FIRESTOP SYSTEM, MAX ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING At EDGE OF TH OPENING NOT TO EXCEED 1%" MIN ANWLAR SPACEBEE1tlEEN! PIPE OR CONDUIT AND EDGE THROUGH OPEN�I 15 ZERO IN. (POINT CONTACT). PIPE, CONDUIT OR TUBhJG TO BE RIGIDLY SUPPORTED ON BO' SIDES of FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIXES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL. PIPE - NOM 8" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT NOM 6" DIAM (OR SMALLER) RIGID STEEL CONDUIT. C. CONDUIT - NOM 4' DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. D. IRON PIPE - NOM 4' DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. E. COPPER TUBING - NOM 6'. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE. F COPPER PIPE - NOM 6" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. FIRESTOP CONFIGURATION A 3. PACKING MATERIAL - MIN 1" THICKNESS OF TIGIMY-PACKED MINERAL WOOL BATT MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP OR BOTTOM SURFACE OF FLOOR OR FROM EITHER SURFACE OF SOLID CONCRETE WALL AS REQUIRED TO ACCOhMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). WHEN WALL IS CONSTRUCTED OF CONCRETE BLOCK PACKING MATERIAL 18 TO BE INSTALLED ON BOTH SIDES OF WALL ASSEMBLY_ WHEN PRECAST HOLLOW CORE FLOOR IS USED, PACKING MATERIAL MUST 13E INSTALLED ON BOTTOM SURFACE OF FLOOR 4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED To FILL THE ANNULAR SPACE TO A MN DEPTH op)v FLUSH WITH THE Top OR BOTTOM wwACE OF THE FLOOR OR EITHER SURFACE OF T4E SOLID CONCRETE WALL. A MIN y". DIAM BEAD OF CAULK SHALL BE APPLIED TO THE FLOOR OR WALL SURFACE WHERE THE OPE, CONDUIT OR EMT IS INSTALLED IN PONT CONTACT WITH THE EDGE OF THE THROUGH OPENING, WHEN WALL S CONSTRUCTED OF CONCRETE BLOCK CAULK To BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. WHEN PRECAST HOLLOW CORE FLOOR 15 USED, CAULK FILL MATERIAL MUST BE INSTALLED ON BOTTOM SURFACE OF FLOOR 3M COMPANY - CP 25LL6+ CAULK OR FS-WO WT SEALANT. (THE W RATING APPLIES ONLY WHEN F5-3000 Wt 15 USED FLUSH WITH THE TOP SURFACE OF FLOOR) FIRESTOP CONFIGURATION B 3. PACKING MATERIAL - POLYETHYLENE SACKER ROD OR NOM I IN. THICKNESS OF TIGHTLY -PACKED MINERAL. WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKINGG MATERIAL TO BE RECESSED MIN k FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). 4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE TO A MIN DEPTH OF FLUSH? WITH THE Top SURFACE OF THE FLOOR OR BOTH SURFACES OF THE WALL. A MIN y" DIAM BEAD OF CAULK SHALL BE APPLIED To T4E FLooR OR WALL SURFACE WHERE THE PIPE, CONDUIT OR EMT IS INSTALLED IN POINT CONTACT WITH THE EDGE OF THE TWROUG4 OPENING. 3M COMPANY - CP 250+ CAULK OR F5-3000 Wt SEALANT. (THE W RATING APPLIES ONLY WHEN F5-3000 Wt 16 USED) 43EARNG THE UL CLASSIFICATION MARK THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 1. THROUGH PENETRANT - NOM 36" BY 30" (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GALV STEEL DUCT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE OF MIN 0" (POINT CONTACT) TO MAX 2" 18 REQUIRED WITHIN T4E FIRESTOP SYSTEM. STEEL DUCT TO BE RIGIDLY SUPPORTED ON SOT4 SIDES OF FLOOR OR WALL. ASSEMBLY. 2. FIRESTOP SYSTEM - THE DETAILS OF THE FIRSTOp SYSTEM 84ALL BE AS FOLLOWS; A. PACKING MATERIAL (oPTIONAL.) - POLYETHYLENE BACKER ROD, MINERAL WOOL SATT INSULATION OR FlwE :,LA88 BATT INSULATION FRICTION -FIT INTO ANNULAR SPACE FOR 2 HR RATED WALL ABSEMBL..IEB ONLY. PACKKNG MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL TO ACCoMMoDATE THE REQUIRED T4lacl E88 OF FILL MATERIAL (ITEM 213) B. FILL,VOID OR CAVITY MATERIAL* CAULK OR SEALANT - MIN %- THICKNESS OF FILL MA AL APPLIED WITHIN * ULUS, FLUSH UAT4 BOTH SURFACES OF WALL ASSM ISLY. AT THE POINT CONTACT LOCATION BETWEEN DUCT AND WALLBOARD, A MIN J4- + BEAD OF SEALANT SHALL BE APPLIED AT THE WALLBOARD/DUCT INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY. 3M COMPANY - OF 2%0+ CAULK OR F5-3000 WT SEALANT C. RETAINING ANGLES - MIN 16 GAUGE GALV STEEL ANGLES SIZED TO LAP DUCT A MIN OF r AND LAP WALL SURFACES OF A MIN OF I". ANGLES ATTACHED TO DUCT ON BOTH SIDES OF WALL WITH MIN Y'i' LONG, NO. 10 (OR LARGER) SHEET METAL SCREWS SPACED A MAX OF P FROM EACH END OF DUCT AND SPACED A MAX OF 6" OC. eEARING T4E UL CLASSIFICATION MARKING FLOOR OR WALL ASSEMBLY - MIN A" THICK LIGHTWEIGHT OR NORMAL WEIGHT (W04 PCF) CONICRETE. WHEN CONFIGURATION A IS USED, ON CONFIGURATION 13 18 USED Ir CONXNGTICN WITH THE STEEL SLEEVE (ITEM IA), FLOOR MAY BE CONSTRUCTED OF ANY MIN 6 IN. THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. WAL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIER CONCRETE BLOCKS*. MAX DIA OF CIRCULAR THROUGH OPENING IS 10 IN. SEE CONCRETE BLOCKS (CART) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. FIRESTOP CONFIGURATION - A 1A 2 v6' 4 A -.. ORESTop CONFIGURATION - B NOTE: WALL ASSEMBLY - THE I AND 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ,ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SFECIFIED N THE INDIVIDUAL U400 SERIES WALL AND PARTITION DES" IN THE UL FIRE RESISTANCE DIRECTORY FIRE RATED DAMPERS, WHICH MAY BE PRESENT OR SPECIFIED ELSEWHERE ARE NOT INCLUDED IN THIS DETAIL FOR CLARITY. GYPSUM BOARD* - THICKNESS, LAYERS AND FASTENERS AS R INDIVIDUAL WALL. AND PARTITI( SIZE OF OPENING TO BE 1216 U DIMENSION OF 38,. STUDS - WALL FRAMING SHALL OF STEEL CHANNEL STUDS TO P WIDE AND SPACED MAX 24' OC ADDITIONAL 34" WIDE STEEL 81 SHALL BE USED TO COMPLETE OPENING, F` A i r . L. A SECTION A -A W-L-1010 1. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OF TUBING TO BE CENTERED WITHIN THE FIR= -SR NOTE: WALL ASSEMBLY -THE FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE SYSTEMM, PIPE, CONDUIT OR 110ING TO BE RIGIDLY SUPPORTED ON 5014 SIDES OF WALL ASSEMBLY. CONSTRUCTED OF THE MATERIALS AND IN THE MANNERSPECOIED IN THE INDIVIDUAL THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED= U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE A. STEEL PIPE - NOM 24" a (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. A NOM ANNULAR DIRECTORY SPACE OF Y'4' 15 REQUIRED WITHIN THE FIRESTOP SYSTEM. B. STEEL PIPE - NOM 4- P (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. A NOM ANNULAR SPACE OF Me' 18 REQUIRED WITHIN THE FIRESTOP SYSTEM. C. CONDUIT - NOM 4" 0 (OR SMALLER) STEEL ELECTt}R/ICAL. METALLIC TUBING OR STEEL CONDUIT. A NOM ANNULAR SPACE OF Y4" 16 REQUIRED WITHIN THE FIRESTOP SYSTEM. D. COPPER TUBING - NOM 6' • DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. A NOM ANNULAR SPACE OF %" 15 REQUIRED WITHIN THE FIRESTOF SYSTEM. 2. FILLVOID OR CAVITY MATERIAL* - SEALANT - MIN V4" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON BOTH SURFACES OF WALL. ADDITIONAL- FILL MATERIAL TO BE GYPSUM BOARD* - TWO LAYERS " TPYE XGYPeUM WALLBOARD. MAX OF INSTALLED SUCH THAT A MIN J`4 CROWN 18 FORMED AROUND THE PENETRATING OPENINIG (S All FOR WOOD STUDDIAM WALLS ITEM. AND 2*5Y FOR STEEL STUD WALLS. 3M CO - TYPES F54000, F5-20W+ (NOTE: L RATINGS APPLY ONLY WHEN FB-2000+ IS USED). 13EARING THE UL CLASSIFICATION MARKING STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NoM 2 BY 4 N. LUIVER SP(,ACED 16 IN, CO. STEEL STUDS TO BE MIN All WIDE AND SPACED MAX 24" OC, WHEN STEEL STUDS ARE USEC AND THE DIAM OF OPENNG EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW ATTACHED TO THE STEEL STUDS A' EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4" TO 6" UNDER AND 4' A To 6" HIGHER THAN THE D1AM of THE PENETRATING ITEM SUCH THAT, WHEN THE 2 PENETRATING ITEM 18 CENTERED IN THE 4 OPENING, A 2" TO 3' CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING IN ALL FOUR SIDES. A 1`I1 Ill -'--C2 mm YIF: II SECTION A -A W-L -1010 1. THROUGH PENETRATING PRODUCT* - MAX FOUR COPPER CONDUCTOR NO. S AWG (OR SMALLER) ALUMINUM OR STEEL. ARMORED CABLE++ OR METAL -CLAD CABLE+a MAX ONE ARMORED CABLE OR METAL CLAD CABLE INSTALLED NEAR CENTER OF CIRCULAR THROUGH OPENING IN FLOOR OR WALL ASSEMBLY. THROUGH PENETRATING PRODUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. WHEN MAX NO.8 AWG ARMORED CABLE OR METAL CLAD CABLE 18 USED IN FLOOR ASSEMBLY, T RATING 18 0 4R WHEN MAX NO. S AWG ARI"IOFIED CABLE OR METAL CLAD GABLE 18 USED IN WALL ASSEMBLY LESS TWAN16" THICK, T RATING 16 0 HR 04EN MAX NO.8 AWG ARMORED CABLE OR METAL CLAD CABLE 18 USED IN MIN 6" THICK WALL ONLY, T SATING IS Y4 HR WHEN? MAX NO.12 AM ARMORM CABLE OR METAL CLAD CABLE IS USED iN MIN6" THICK WALL ASSEMBLY, T RATING 18 2 4R 2. PACKING MATERIAL - MOM I-. THICKNESS OF CERAMIC (ALUMINA SILICA) FIBER SLANMKET OR MINERAL WOOL SATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED MIN 11 FROM TOP SURFACE OF FLOOR OR FROM BMW SURFACES OF WALL. 3. FILL,VOID OR CAVITY MATERIAL* - CAULK - APPLIED TO FILL THE ANINULAR SPACE AROUND THE T4wt64 PENETRATING PRODUCT. IN FLOORS, A MIN P DEPTH OF FILL MATERIAL TO SE INSTALLED FLUSH WITH TOP SURFACE OF FLOOR IN WALLS, A MIN I" DEPTH OF FILL MATERIAL To BE INSTALLED FLUSH WITH WALL SURFACE ON BOTH SIDES OF WALL ASSEMBLY. MINNESOTA MINING & MFG CO - CP 2%6+ sBEARNG THE UL CLASSIFICATION MARKING +eEARNG THE UL LISTING MARL I. THROUGH PENETRATING PRODUCT* - MAX FOUR COPPER CONDUCTOR N0.2 AUG (OR SMALLER) ALUMINUM OR STEEL ARMORED CABLE+ OR METAL -CLAD CABLE+. MAX ONE ARMORED CABLE OR METAL CLAD CABLE TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. THROUGH? PENETRATING PRODUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. WFEN INSTALLED IN I HR FIRE RATED WALL ASSEMBLY, T RATING 16 0 4R WHEN INSTALLED IN 2 HR FIRE RATED WALL ASSEMBLY, T RATING IS Y'4 4R WHEN MAX NO.2 44 CABLE 16 USED AND 2 HR WHEN MAX 12 AM CABLE 18 USED, 2. FILL,VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL FORCED INTO AN A AR SPACE AROUND ENTIRE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING N GYPSUM WALLBOARD ON EACH SIDE OF THE WALL ASSEMBLY. A MIN %" THICKNESS OF CAULK IS RREEQUIRED FOR T4E 14R F RATING. A MIN Ov THICKNESS OF CAULK IS REQUIRED FOR THE 2 4R F RATNGG 3M CO. - OF 25UE3+ sBEARNG THE UL CLASSIFICATION MARKING NOTE; FLOOR OR WALL ASSEMBLY - MIN 4' THICK LIGHTWEIGHT OR NORMAL WEIGHT (1004W PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSSIFIED CONCRETE BLOCKS-. DIAM OF CIRCULAR THROUGH OPENING IN FLOOR OR WALL ASSEMBLY TO BE %" TO Ili" LARGER THAN DIAM OF THRO UG4 PENETRATING PRODUCT (ITEM 2) INSTALLED IN THROUGH OPENING.. MAX D1AM CF OPENING IS 3" SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANNFACTURERS. C ELEVATION VIEW SECTION "A -A" 3 NOTE: WALL ASSEMBLY - THE I OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE NDMIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. GYPSUM BOARD* - %m TYPE 'X' MA�UXC �DIAM OF OPENINCaS IS 2". STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 13Y 4 N. LUMBER SPACED 16 IN. OC WIT4 NOM 2 BY 4 N. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3Y(," W1D%BY 1Y MEP CHANNELS SPACED MAX 24 OC. FASTENERS - WOOD STUDS: ATTACH WITH CEMENT COATED NAILS AS SPECIFIED IN THE PARTITION DESIGN. METAL STUDS: ATTACH TO WITH TYPE S SELF -DRILLING, SELF -TAPPING BUGLE -HEAD STEEL SCREWS AS SPECIFIED IN THE PARTITION DESIGN. DIAM OF OPENING CUT THIROUG4 GYPSUM WALLBOARD TO BE MINX* TO MAX V LARGER THAN DIAM OF T14ROUG A 4 PENETRATING PRODUCT (ITEM 1)_ SIDE EDGE OF CIRCULAR OPENING TO BE MIN 1 3" FROM NEAREST STUD IN WALL CAVITY. A rl 1. STEEL PIPE OR CONDUIT - NOM 3" 0 (OR SMALLER) SCHEDULE IV (OR HEAVIER) STEEL PIPE, STEEL CONDUIT OR STEEL ELECTRICAL METALLIC TUBING. MULTIPLE PIPES AND/OR CONDUIT PERMITTED IN OPENING PROVIDED A MIN SEPARATION OF }'4" IS MAINTAINED BETWEEN PIPES OR CONDUITS PIPES AND/OR CONDUITS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSE 151-Y. THE T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE MAX DIAM OF THE PIPES OR CONDUITS, AS TABULATED BELOW: Max Pipe or Conduit Diam in. (mm) T Rating Fir 3 1 1 1 1t2 314 1 2 2. PACKING MATERIAL - MIN In THICK RIGID GLASS FIBER INSULATION OR MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING ON BOTH SIDES OF WALL ASSEMBLY AS ' PEwANENT Foots. PACKING MATERIAL TO BE RECESSED MIN I" FROM SURFACE OF U ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE THROU OPENING TO A MIN DEPTH OF 1" ON BOTH SIDES OF WALL ASSEMBLY. 3M COMPANY - CP 25WB+ CAULK OR F5-3000 WT SEALANT. eEARING THE UL CLASSIFICATION MARKING 1. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT CENTERED WITHIN OPENING. MAX ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING TO BE MIN J4" TO MAX 2". PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF PENTRANTS MAY BE USED; A. STEEL PIPE - NOM 6' DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL Pim B. IRON PIPE - NOM ry DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT - NCM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR NOM. 6" RIGID STEEL CONDUIT, D. COPPER TUBING - NOM 31. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUDIII& E. COPPER PIPE - NoM 3" DRAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 2. FILL, VOID OR CAVITY MATERIAL* - SEALANT- MIN %" THICKNESS OF TISEALANT APPLIED WITHIN ANNULUS, FLUSH WIT4 BOTH SURFACES OF WALL. 3M COMPANY - F54I000 NS eEARNG THE UL CLASSIFICATION MARL NOTE: WALL ASSEMBLY - MIN 6" THICK LIGHTUEIC4T OR NORMAL WEIGHT (100-150 PCP) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING 18 V. SEE CONCRETE BLOCKS (CART) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS, NOTE: WALL ASSEMBLY - MIN 6" THICK RENFORCED LTG MIGHT OR NORMAL WEIGHT OW-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*, DIAM OF OPENING TO BE MIN JV TO MAX 4" GREATER THAN OUTSIDE DIAM OF TWROUG4-PENETRANT. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANFACTURERB. ELEVATION VIEW SECTION "A -A" ARCHIIECTUREI P,C,1 545.5 WESTCHESTER AVENUE i ® A RYE BROOK, 10573 DATE ISSUE TO PR DG 4/2612018 FOR BID 61112016 ADDENDUM •1 X 611112016 ADDENDUM 02 X 611212018 ADDENDUM "3 X 1/912018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 119/2018 COORDINATION SZ 3 6112/2018 ADDENDUM 03 Sz 2 6/11/2018 ADDENDUM K2 Sz 1 61112018 ADDENDUM H'1 NO DATE REVISIONS JBY TYPICAL FIRESTOP DETAILS SCALE: NOTED CHECKED BY: GG-c DATE: 1-MAY - I" REMOVE EX15TING DUMPSTER ENCLOSURE FENCING, FENCE POSTS AND FENCE POST FOOTINGS. REMOVE ALL ASPHALT AT NEW CONSTRUCTION LOCATION, PATCH AND REPAIR EXISTING ASPHALT NEW DUMF`5TER ENCL06URE SEE SHEET 5W-1 z NOTE- 1. REMOVE ALL EXISTING ASPHALT CURBING AT AREAS P-1 a 12' TO RECEIVE NEW ASPHALT AND INSTALL NEW CONC. CURBING SEE DETAIL TH18SHEET. *% 15 2, REMOVE ALL EXISTING ASPHALT AT AREAS TO z RECEIVE NEW ASPHALT. f NEW ARROW18 A-- EX15TING TRANSFORMER L A j 3'_ 4a it E f8 _j 0 0 FUTURE CAR CHAR61 ING P-1 @I F.,AT[ON. LOCATION H NEW CONG. CURB TYF`- NEW CONC. CURB. CAR-C A9GING:STAT1bN_ REPLACE CURB TO NEW,CONC. CUR15 GYP., k ADJACENT PAVILION NEW ARROW DRIVE WAY 4. 21 NEW ARROW I /Z X, SW -I Fr woo to P-1 @ 134 -" (WHITE) "V :it PARKING LOT 24 4 4, SEE ENGINEERING DRAWINGS SIGN FOR LIGHT FIXTURE. POLE 4 @ @ COLOR TO BE BLACK. a 7 IGN fo -b S EXISTING FIR PybRANT.AND H C DETECTIBLE - WARG BOLLAF,!:V5� Sp -I NIN 5TFZIF NG TO: Q,-) BE (BLUE)'to p 2 vow V Y NEW' CONC CURB T `2 .1 1 1 % I . ., . . '40 4t B-1 @ 3'-4"o SIGN ' . I X - I I . . w 4 WARNING 13' 13 - A 4�1* 0 V H4 B-1 @ 3-4" : .POLE SE_ (30_1 �, C ) STRUCTURAL.DRAWIN *51GN -400 5TAIL, 3/6 I/Al 0 ? 0� LIGHT, FIXTURES AT - -BASE OF FLAG fOLE H C STRIPING TO 2 BE (BLUES V'l 0, ell 120' EXISTING BRICK.P L-29 B-1 @ T-4"o L-29 &��.,= c��, .�, z,. NEW A w NEW SPEED Z� o, BUMP B-1 @ SPI "y P\1 @ 13'-4-t 0 P-1 @ 4 13'a h L-29 NEW ARROW --- -A NEW CONC. CURB TYFl. NEW ARROW— )4l N% . ....... .. SITE LAY OUT AND LIGHTING PLAN - NEW SPEED. 5cmx-. W-F-W ANCHOR 501—TS W1 3Y2" MIN. BOLT PROJECTION 4 D5L, NUTS FOR LEVELLING/5ECURING 3/4" STL. SLOTTED BASE PLATE 3/4" NON -SHRINK GROU-1, 3000 FD51 MIN, CONCRETE PIER 7�4 NOTES; I. FORM LINERS SHALL BE REMOVED FROM ALL PIERS ONCE CURED. PIERS SHALL BE CLEANED OF RESIDUE AND CEMENT PARGED TO CREATE St-100TH DEFECT -FREE SURFACES e- 1" 1/4 X 11" 3/4 SLOTTED HOLES I" ON 1/4 " STL. LEVELING PLATE 31, x 31, HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS 5" POLE #101-500-1-25 2" HAND HOLE 3/4 " HEAVY WALL 4 - I" X 3ro" X 4" GALV_ CONDUIT EXTEND TO ANCHOR BOLTS, W/ 3 1/2 " MIN. S BOLT PROJECTION 2'-(o" HIGH R1611D FIBER FORM (60NOTU5E) FORM FILLED WITH CONC_ 04 BARS W/03 TIES e 12" - TOP OF LOCATE ALTERNATE PAVEI"-lENT/GRAF_>E�rtLOCATIONS FROM A.B. A, T-6" DIA_ LIGHT POST DETAIL I LUMINAIRE (REFER TO TYPE S- ON SHEET 51--101) POWDER COATED STEEL POLE CONCRETE PEDESTAL ELECTRIC CONDUIT E -T POURED CONCRETE FOOTING �, � 3 LIGHT POST DETAIL 3" TYF, 4 PRVIDE GALV. GAF po s ' PERMIT PARKING ONLY TOW -AWAY SECURE SIGN WITH (2) 1/4" X 2-1/4" GALv, 4" OPEN ASPHALT PERMEABLE BOLT AND LOCK PAVEMENT 0 z WASHER WITH SAFETY MATERIAL; ASPHALTIC CONCRETE, TYPE 2 'T CAP NUTS I MIX/ITEM NTSDOT ITEM 403.11 MAXIMUM F �,$500 2" SQUARE GALVANIZED STEEL PIPE, PAINTED WHITE GRID LINES FOR REFERENCE ONLY m A!, 6) PITCH 1/4" PER FOOT 54L MIN. (BOTH SIDES) DIRECTIONAL ARROWS 10" CRUSHED STONE 3/4" (A,45HTO NO.57 STONE) SHALL BE PAINTED WITH TWO (2) TIES AT TOP REFLECTIVE WHITE cr� FILTER FABRIC/MIRAFI 140N OR f . FAINT AS SHOWN. cn APPROVED EQUAL z .. .... 12"0 CONCRETE FOOTING CENTER ARROWS ON \— -A PATH OF TRAVEL. APPROVED COMPACTED SU5GRADE ► UND15TURIBED 5UeGRADE ALL ARROWS SHALL BE NOTES - 1. THICKNESSES INDICATED REFER TO COMPACTED w U- "CHALKED" OUT FOR MEASURE (5) 1*4 VERTICAL OWNER/ARCHITECT 2, MATERIAL AND MIX/ITEM NUM5ER5 REFER TO NEW REINFORCING BARS W1 1*3 TIES a 12" APPROVAL PRIOR TO PAINTING YORK STATE DEPARIIIENT OF TRANSPORTATION STANDARD SPECIFICATIONS O.G. P-0" DIA. ARKING SIGN TAIL DIRECTION ARROW DETAIL 0 U5 PAVEMENT DETAIL IV 8CALE- NOTE: ALL NEW PAVING TO BE POROUS PAVEMENT CURB NOTES: /sT ,� . % 1. ALL CUR55 SHALL BE PROVIDED WITH PRE -MOLDED BITUMINOUS /sA,q EXPANSION JOINTS, LOCATED AT 10'0-6. TRIM EXPANSION JOINT MATERIAL TO CONFORM TO SHAPE OF A680CIATEID CURB. NEW ASPHALT DROP OFF DRIVE WITH CONC. CURBING EACH SIDE REMOVE EX15TING ASPHALT THIS AREA NEW H.G. PARKING SIGN REPLACE WITH NEW ,ASPHALT, STRIPING SEE 6W-1 FOR DETAILS ui AND NEW CONC. CURBING. NEW CONIC. CURB TYP, OH'4�,HC IGN\ �SIGN k5l c V 5AWCUT F-1 N 2, ALL CURBS SHALL BE PROVIDED WITH TOOLED CONTROL JOINTS AT 10' D.G. MAXIMUM OR MID -WAY BETWEEN EXPANSION JOINTS DEPENDING ON THE GIVEN CONDITION. 3. COORDINATE LOCATION OF CURB EXPANSION 4 CONTROL JOINTS WITH ANY ADJACENT EXPANSION 4 CONTROL JOINTS LOCATED WITHIN CONCRETE SIDEWALKS. 4. ALL CURBING SHALL BE FORMED U51NG SMOOTH, DEFECT FREE FORMWORK SUITED FOR THE SPECIFIC PURPOSE. UTILIZE BENDABLE FORMWORK AS REQUIRED TO PRODUCE A SMOOTH, UNIFORM CURVE. RADIUS OR SHAPE AS PER PLANS. 5. ALL CURBING SHALL BE TOOLED TO A SMOOTH, DEFECT FREE FINISH. CAST IN PLACE 3,500 P-51, CLASS 'A' CONCRETE CURB RADIU5EDGE :Y4" RADIUS EDGE 170 e Y2'- SPRAY CURE EXPOSED -FINISHED GRADE FACE APPROVED COMPACTED -S FINISHED F`AVEt'lENT SET CURB ON " LATER (TYPE 4 - N.rS, ITEM 30405) MECHANICALLY TAMPED ls, - SEE POROUS PAVEMENT DETAIL TH15 SHEET INTERNATIONAL HANDICAP 4" STAMPED CONG. PATHWAY W1 IA X SYMBOL SHALL BE PAINTED 1.4 WU-1 OVER 5" CRUSHED STONE. WITH MATTE FINISH BLUE COLOR RED BRICK MATCH COLOR OF FAINT AS SHOWN. LOCATE BRICK AT EX15TING BRICK PATH AT IMAGE WITHIN PARKING MANSION ENTRANCE. 51-ACE AS INDICATE[)' 21-011 L ... �11,11 00000000 00000000 00000000 �4" 00000000- n vn 00000000_ 00000000 00000000 00000000--- 00000000 .7 00000000 00000000 00000000 00000000 00000000 00000000 OOOOOO000 0 0 0 0 00000000 00000000, o 0000 0 co 0 0 0 0 0 00�) OODOO 1 V11. ALIGN W/ DETECTIBLE WARNING STRIP AT END OF BOTH ENDS OF PATHWAY PARKING T-O" SPACE ALIGN WITH TOP OF ASPHALT ROAD PARKING SPACE A�M �11T 5�IGN415TAM -OD CONC. PATH PLAN DETAIL 9 a'. 1AICHIliClUll fAC11111 PLANNING INIH1011 E ARCHITECTURE, p . c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST `%iYE BROOK, NY 10573 DATE ISSUE TO PR DG 412612018 FOR BID 6/1/2015 ADDENDUM 01 X 611112018 ADDENDUM *2 x (o/12/2015 ADDENDUM 03 X 1J9/2010 FOR RE -BID X 13/6/2010 FOR PERMIT 4 4 I/e/2015 COORDINATION sz 3 611212018 ADDENDUM 1*3 sz 2 (0/11/2018 ADDENDUM 02 sz I (ol112018 ADDENDUM 01 sz NO DATE REVISIONS BY SITE LAYOUT, LIGHTING PLAN & DETAILS SCALE: NOTED DRAWN BY: 6Z DATE: I-MAT'-17 N i PAINTED METAL 2x PAINTED STI 2Xto TREX SPAC APART 2x PAINTED STI INTERMEDIATE F 8" CMU WALL BE ro" CONC_ SLAB C/C EA. WAY Ol GRANULAR FILL TOWARDS DOOF 04 W/ 24" LEGS 1"AO"XIO" (4) 1" DBL_ NUT BOTTC *5 CONTINUOUS FILLED STL. BOLLARD AL GUARDRAIL /— 1/6" BAR IN T PROFILE, 1" WID = TO ACCE PT CANE BO T - WELD rO FRAME �— 2X STL TUBE PAINTED COLOR TBD 1 I 2X6 TREX COLOR TBD WELD TO innvl�if i'+/'�t,ft tf tt/'YCAbs 1"1 BOTTOM OF GATE CONCRETE PAVING n! Li y —, ANC. FILLED STL. ' g GATE POST W/ METAL CAP 1-�%" ID. xto" LONG STEEL StU-1uu-i PAINTED COLOR TBD PIPE SLEEVE FLUSH WITH TOP OF PAVING - PROVIDE AT CLOSED AND FULLY OPEN POSITION (TYP.) 'RON :ED EDGE R CONT. PAVING 2X6 TREX ON STEEL TUBE FRAME PAINTED COLOR TBD METAL HINGES CLOSER HASP b" CONC. FILLED STL. GATE POST W/ METAL CAP PAINTED COLOR TBD PAINTED CMU. WALL BEYOND CONCAVE CONIC. CAP ON to" DIA. SCH. 40 STEEL POST FILLED WITH CONCRETE AND PAINTED COLOR TBD CONT. GLAV. MTL. GUARDRAIL — BOLTED TO STEEL POST 15" DIA. CONCRETE FOOTING SLOPE TOP OF FOOTING FOOTING BEYOND jWhjUdffA !_• '4 Q � C I d — 4 ° 1'-toff LA T.O. CMU tUALL 4.� 8" CMU. BOND BEAM WITH (1) 11 II. 04 BAR CONT. W/ CONCAVE CONC. CAP li 8" CMU. WALL W/ (1) *5 BAR 'I CONT. VERT. IN CONC. FILLED CELLS AT 1b" O.C_ WITH II' MASONRY REINF. AT IV' O.G. IIQ VERT. CMU. WALL TO BE PAINTED. COLOR TBD 11 nr7 I II I II I I I MTL FENCE POST BEYOND ( j I CMU WALL BEYOND I I I I y2,f EXPANSION JOINT W/EXPANSION 1N A t�t]t A i P/1A,t B WITH 'OER ( i6 SASE SOIL DOTING WITH (2) #5 BARS CONT. CAR CHARGING STATION II '4 ] ' IIQ.. II 8" CMU. BOND BEAM WITH (1) MANUFACTURER SUPPLIED BASE *4 BAR CONT. AT MIDSPAN PLATE SEE MANUF. INSTALLATION d I` OF WALL. INSTRUCTIONS FOR MOUNTING. " EXP. A CONT. AT WALL I I) LINE OF FINISHED GRADE °II IL f 12"X18" CONT. CONC. FOOTING WITH (2) "5 BARS CONT, CONC. FOOTING 0CH11[CIU11 NCIIM PANNING I N I i 101S A R C H I T E C T U R E, 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 A r r j DATE ISSUE TO PR DG 4/26/2018 FOR BID to/112018 ADDENDUM M k 6/11/2018 ADDENDUM *2 X 6/12/2018 ADDENDUM *3 X 1/9/2018 FOR RE -BID X '3/6/2018 FOR PERMIT .4 4 1/9/2018 COORDINATION sz 3 6/1212018 ADDENDUM 03 sz 2 (0/11/2018 ADDENDUM *2 sz 1 6/1/2018 ADDENDUM 01 sz NO DATE REVISIONS BY I� 0 N SIL�TFENGE LOCATION PLAN �l � M19i NIIIIIIIIIIIIII I ki 14 id WiLwAlw i ROUGH SAWN WOOD SIZE 2"X2" 2"X4" 2"X6" :XISTING GROUND ;URFACE TREE FROTECTIONNOT TO 5CALE GENERAL ��T- 1. EXISTING CONDITIONS DEPICTED ON THI5 PLAN CAVE BEEN TAKEN FROM SURVEY TITLED " SURVEY OF PROPERTY OF ESTATE OF EDNA CRAWFORD" BY EDWARD CROTHERS DATED MAY 3 1914. TOPOGRAPHY INDICATED HAS BEEN GENERATED BY AERIAL PHOTOGRAPHY AND 5UPERIMP05ED ON SURVEY. 2. ALL EROSION AND 5ED IMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL THE PLANS,, PRIOR TO BEGINNING ANY CLEARING, GRUBBING OR EXCAVATION. 3. EXP05ED 5LOPE5 AND ALL GRADED AREAS SHALL BE SEEDED WITH THE FOLLOWING GRASS MIX IMMEDIATELY UPON COMPLETION OF ITS CONSTRUCTION AT A RATE OF (o POUNDS PER 1000 S.F. IN THE FOLLOWING PROPORTION: CREEPING RED FESCUE 30% PERENNIAL RYE GRA55 10% 4. SEEDED AREAS SHALL BE MULCHED WITH STRAW AT A RATE OF 2 TONS PER ACRE (eo LBS PER 1000 5.F. ) 5UCH THAT THE MULCH FORMS A CONTINUOUS BLANKET. 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A DAILY 5A616 BY THE CONTRACTOR. ALL COLLECTED SEDIMENT WITHIN SEDIMENT BARRIERS SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE FUNCTION OF THE SEDIMENT BARRIER. ALL SEDIMENT COLLECTED SHALL BE RE -SPREAD ON - SITE WITHIN STABILIZED AREAS AS DIRECTED BY THE OWNERS FIELD REPRESENTATIVE. 6. DUST SHALL BE CONTROLLED BY SPRINKLING WATER OF OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ARCHITECT. 1 CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTIES, NOR DIVERT WATER ONTO THE PROPERTY OF OTHERS. 8. ALL FILLS SHALL BE COMPACTED TO PROVIDE 5TABILITY OF MATERIAL AND TO PREVENT SETTLEMENT. 9. THE CONTRACTOR SHALL INSPECT LOUDEST 51TE ELEVATION CONDITIONS FOR EVdDENCE OF SEDIMENTATION ON A WEEKLY 5A515 AND AFTER RAIN5TORM5. 10. AS WARRANTED BY FIELD CONDITION, SPECIAL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR AS REQUIRED. 11. STOCKPILING OF CONSTRUCTION MATERIAL SHALL BE PLACED ON -SITE IN THE AREA DESIGNATED. STOCKPILED EXCAVATED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND PERIMETER. ALL STOCKPILED MATERIAL SHALL BE MAINTAINED IN AN ORDERLY MANNER SO AS NOT TO IMPEDE ON EXISTING TRAFFIC CIRCULATION ROUTES, WOVEN WIRE FENCE (MIN. 14 GAUGE, MAX. 6" MESH SPACING) 10' MAX. CENTER TO CENTER 48" LENGTH FENCE POSTS DRIVEN 16" INTO THE GROUND HEIGHT OF FILTER CLOTH ABOVE GROUND, 24" MINIMUM, 30" TYPICAL 48" LENGTH FENCE POST WOVEN WIRE FENCE (MIN. 14 GAUGE, MAX. 6" MESH SPACING) WITH FILTER CLOTH (SEE NOTE #2) COMPACTED SOIL EMBED FILTER CLOTH INTO GROUND (6" MIN.) ii n S co P�.]U SECTION 1. WOVEN WIRE FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL, EITHER T OR U TYPE OR HARDWOOD. 2. FILTER CLOTH SHALL BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 71ES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SEC110NS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABLINKA T140N, OR APPROVED EQUAL. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED AND REPLACED WHEN "BULGES" DEVELOP IN THE SILT FENCE. I. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PRIOR TO BEGINNING ANY CLEARING, GRUBBING OR EXCAVATION. 2, NYSDOT REINFORCED 5ILT FENCE, ITEM 209,13 TO BE INSTALLED AND MAINTAINED AROUND ALL DISTURBED AREA, AS DIRECTED BY ENGINEER. 3, ALL STOCKPILES OF DIRT SHALL BE RIMMED WITH 5ILT FENCE BY THE CONTRACTOR IN ADDITION TO BEING TEMPORARILY" SEEDED. 4, ANY EXISTING CATCH BASINS SHALL BE PROTECTED WITH SILT SACK INLET PROTECTION. INLET PROTECTION SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE MAINTAINED DURING CONSTRUCTION. INLET PROTECTION SHALL BE REMOVED ONLY AFTER ALL CONSTRUCTION HAS BEEN COMPLETED AND ALL SOURCES OF EROSION HAVE BEEN PERMANENTLY STABILIZED. 5. ALL SEDIMENT AND ER05ION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE BY THE CONTRACTOR IMMEDIATELY AT NO ADDITIONAL COST. 6. SILT FENCE SHALL REMAIN IN PLACE UNTIL STOCK PILE HAS BEEN REMOVED AND SOIL HA5 BEEN PERMANENTLY STABILIZED. 1. IF EXCAVATION COMES WITHIN A ONE ON ONE PLANE TO THE EDGE OF PAVEMENT THEN "SHEETING" SHALL BE USED TO PREVENT UNDERMINING OF THE PAVEMENT. 2. ANY EXCAVATION OF FIVE (5) FOOT DEPTH OF MORE REQUIRES A SHEETING DETAIL DESIGNED, STAMPED, AND SIGNED BY A NEW YORK STATE LICEN5ED PROFESSIONAL ENGINEER. 3. IF A PREFABRICATED "SHEETING BOX" 15 TO BE USED, THERE ARE DESIGN PLANS FOR THESE ALSO. IF NOT STAMPED AND SIGNED BY A NEW YOUR STATE LICEN5ED PROFESSIONAL ENGINEER, YOU MUST HAVE ONE REVIEW THE DESIGN, STAMP AND SIGN. . : I / l-) SITII _ ITS" NOTEFS. 1. CUT AND FILL5 5HALL NOT ENDANGER ADJOINING PROPERTIES, NOR DIVERT WATER ONTO THE PROPERTY OF OTHERS. 2. ALL F1LL5 SHALL BE COMPACTED TO PROVIDE STABILITY OF MATERIAL AND TO PREVENT SETTLEMENT. 61LTFENCE NOT TO SCALE W I T TIME A T�4WO R !1 i I NT5- ALL PERMIT WORK UNDER CONSTRUCTION BETWEEN THE DATES OF NOVEMBER 1 THROUGH MAY I SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 1. GRANULAR OR OTHER FROST SUSCEPTIBLE MATERIAL SHALL NOT BE PLACE WHEN THE TEMPERATURE 15 BELOW 32 DEGREES FAHRENHEIT. 2. FROZEN MATERIAL SHALL NOT BE INCORPORATED INTO EMBANKMENTS OR BACKFILL5 3. FILL MATERIALS SHALL NOT BE PLACED ON FROZEN GROUND. 5NOW FLOWING OUI EM TS" DUE TO 1=055IBLE SNOW FALL AND HENCE 5NOW PLOWING OPERATIONS, ANY STEEL PLATES USED TO COVER AN EXCAVATION SHALL BE: 1. RECE65ED INTO THE PAVEMENT AND PINNED: OR 2. PINNED WITH ASPHALT RAMPS PLACED ALONG ALL EDGES. RAMPS SHALL BE SLOPED AT I INCH R15E PER 6 FEET RUN MAXIMUM. "RAISE PLOW" SIGNS 5UPPLEMENTED WITH TYPE A FLASHING LIGHTS MUST BE ERECTED AN APPROPRIATE DISTANCE BEFORE THE EXCAVATION. SIGNS AND LIGHTS MUST MEET NY61DOT MUTCD SPECIFICATIONS. IAICHIIiCIURE FACILITY PLANNING INIII101SI A R C H I T E C T U I E I p. c .1 545.5 WESTCHESTER AVENUE A Alk RYE BROOK, NY 1057,41 DATE ISSUE TO PR DIG 4/2612018 FOR 51D 6/1I2018 ADDENDUM u) __.---,--e-_-- _ X -- 6/11/2018 ADDENDUM 02 X 6/12/2018 ADDENDUM #3 u-- ---- X 1I9/2018 FOR RE -BID s----- --_-- ---- _X _ 9/b/2018 FOR PERMIT _ 4 4 1/9/2018 COORDINATION sz 3 6/12/2018 ADDENDUM 03� -- - - sz 2 6/11/2018 ADDENDUM 02 �--� - �- sz 1 6/112018 ADDENDUM 01-- - -- sz NO DATE I REVISIONS BY SILT FENCE, TREE PROTECTION AND NOTES SCALE: NOTEID DATE: I -MAT' -1'7 sw-2 N FINISH GRADE ,\ FILTER FABRIC VARIES 1" TRAP 1v.°17 ROCK: D=��) v7'7 1" TRAP p ROCK 13�i 1 Q C 7 p o _ 0 Q 7 —j 11= —1 I i— 4' i' FI I 1 I fFill 1' G 4'-6" T**rlCAL H-20 SCALE: NT.S. d- 5'-4" A---, mm lommmm=w 1 R ® STANDARD CATCH BASIN FRAME AND GRATE Q CROSS SLOPE AS PER CROSS SECTION UNLESS OTHERWISE ORDERED, MIN, DEPTH UNDER TRAVELWAY: 1' -1 -'2 MIN. DEPTH UNDER UNTRAVELED AREA- of-3" Q HOOD TYPE TRAP WHERE REQUIRED (SEE DETAIL) E5RICK OR CONCRETE BLOCK UNITS (TYP.) — CLASS B (AE) CONCRETE (TYP.) PRECAST OR POURED IN PLACE. WHERE A PRECAST UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN FRONT VIEW OUTLET PIPE (HIDDEN) SIDE VIEW SNOUT OIL BU T — D 15 5 f:=AfRATOfR CONFIGURATION DETAIL NOTES: 1. THE FOLLOWING SHALL BE PROVIDED WITH HOODS AND TRAPS AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. (PHONE: (860) 434-0211) OR APPROVED EQUAL. IN ADDITION, STRUCTURES EQUIPPED WITH HOODED OUTLETS SHALL BE PROVIDED WITH 48" DEEP SUMPS, MINIMUM. CATCH BASIN No: HOODED OUTLET MODEL No: STORM C5-3 18F SNOUT OIL 4 DEBRIS STOP 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH 180 GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI -SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES �12" I.D. 6. THE ANTI -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 1 THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL -RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FUi�1ISHE:D WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI -SIPHON VENT PIPE AND ADAPTER C. OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS S-041 " 8" Q GRANITE CURB INLET 5» SEE DEATIL THIS SHEET ( SET IN CEMENT MORTAR ao Q 6,P.1" .., , 3,-0..�..8.. 4'-4" SCALE: NT.S. A -0 N w m Q Q CRUSHED STONE STABILIZED UND ISTuRBED EARTH STANDAR BASIN FR AND GRA 3/4" C STONE STAB. UNDIS EhP2Ta 4 a ANTI -SIPHON DEVICE SNOUT a4 c SNOUT OIL -DEBRIS HOOD a . OIL AND a .a � .. DEBRIS • 4• 4 UTLET a' i BCA.a a ¢� a: • ac • o' • e 4 . SEE NOTE* a a. • a A d ' � A . n SOLIDS SETTLE ON ` 4 a. 4 BOTTOM a a. a• *NOTE -SUMP DEPTH OF 36" MIN. FOR ,� OR= 12" DIAM. OUTLET. FOR OUTLETS iE'.OR= 15", DEPTH = 2B-3X DIAM. T� 1 G L IN TALLATION DETAIL B FOAM GASKET W/ PSA BACKING --- (TRIM TO LENGTH) MOUNTING ANCHOR W/ BOLT FLANGE (SEE DETAIL A) D INSTALLATION NOTE: POSITION HOOD SUCH THAT _ BOTTOM FLANGE IS A 1/2 D DISTANCE OF 112 OUTLET a, PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. GASKET MINUMUM DISTANCE FOR COMPRESSED PIPES It. 12" ID, 16 6 ". 4 BETWEEN HOOD AND STRUCTURE DETAIL A (SEE DETAIL B) DRILLED ANCHOR STAINLESS HOLE SHIELD BOLT EXPANSION CONE (NARROW END OUT) IN6TAL AT I ON Z TE TA IL &ECTION — ARCH11fC1URE FALI1IiV PLANNING INTERIOR$ A R C H I T E C T U R E I P. c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DIG 4n612016 FOR 510 11 6/112018 ADDENDUM I X 611112016 ADDENDUM *2 X 6/12/201a ADDENDUM 03 X 1/9/2018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4. l/9/2018 COORDINATION 3 6/12/2018 ADDENDUM *3 2 61111200 ADDENDUM *2 JBY 1 61112018 ADDENDUM 01 NO DATE REVISIONS PARKING DRAINAGE AND GRADING PLAN, DETAILS ED ARO c� o F NE`N SCALE: NOTED DRAWN BY: SZ CHECKED BY:C-G DATE: I —MA '-1"l T**�f= TIC 1I G /� T4 54,51N 1 SCALE: Ns:T.S_ ms IAKHII[Cl �iI NCILIIY PLANNING INTERIORS IWO 0 WAI 2 MEN[ CONSTRUCTION SYMBOLS= VE EXISTING WALL TO REMAIN NEW PARTITION (SEE PARTITION TYPES -SHEET A-XXX) NEW DOOR, FRAME AND HARDWARE (SEE DOOR SCHEDULE SHEET A-XXX) NEW WINDOW, FRAME AND HARDWARE (SEE WINDOW SCHEDULE SHEET A-XXX) CMU MASONRY WALL/INFILL CONSTRUCTION NOTES. REMOVE EXISTING: WOOD STAIR, BILCO ACCESS DOOR, RUBBLE AREAWAY WALLS AND FOUNDATIONS. PREPARE AREA TO RECEIVE NEW CONC. STAIR, AREAWAY WALLS AND FOUNDATIONS. SEE DETAILS SWEET A-405. m- NEW SUMP PUMP SEE ENGINEERING DRAWINGS. F1REMOVE EXISTING WOOD WINDOW AND METAL GRATE AT AREAWAY. INFILL WINDOW OPENING WITH CMU. METAL PAN AND CONCRETE STAIR SEE DETAIL 4/A402 4 SKEET 5-301 NEW CONC. STAIR AND AREAWAY SEE SHEET A/405 FOR ENLARGED PLAN AND DETAILS. EXISTING SEAM TO REMAIN a EXISTING ELECTRIC GEAR SEE MEP DRAWINGS. INDICATES EXTENT OF NEW GYP OVER 1-1 NEW FLOOR DRAIN SEE MEP DRAWINGS. EXISTING WOOD FRAME WALL Fa--] LINE OF NEW FOOTING AT LOAD BEARING WALL AND STAIR. SEE STRUCTURAL DRAWINGS. CONSTRUCTION KEY NOTE NEW 5" THICK SLAB AT ENTIRE CELLAR LEVEL WITH CONTROL JOINTS AT 10'-0" O.C. EACH WAY WITH 6X6-W1.4 X W14 WWM OVER GRIFFOLYN TYPE 85 VAPOR RETARDER OR EQUAL OVER 5" OF COMPACTED CRUSHED STONE ON CLEAN COMPACTED SOIL. Fo- REMOVE EXISTING WOOD STAIR AND STAIR WELL WALLS. 11. NOT USED I -El PAINT (2 COATS) ENTIRE SURFACE OF STONE FOUNDATION WALL WITH (DRYLOK) OR EQUAL MOISTURE BLOCKING COATING. 13. FLOOR MOUNTED SERVICE SINK. SEE EQUIPMENT SCHEDULE, F41 EXISTING GAS SERVICE SEE MEP DRAWINGS FOR CONNECTION TO NEW GAS PIPING SYSTEM. 15. EXISTING SANITARY LINE SEE MEP DRAWINGS FOR CONNECTION TO NEW BUILDING SANITARY SYSTEM. [Fro] EXISTING WOOD BEAM. 5T,l NOT USED Fl-a-1LINE OF PERIMETER DRAIN PIPE TO NEW SUMP PIT . SEE MEP DRAWINGS I-is]REPAIR/PIREPARE EXISTING OPENING TO RECEIVE NEW HOLLOW METAL DOOR AND FRAME [20 NOT USED 21. NEW AREAWAY FOR FRESH AIR INTAKE SEE DETAIL 3/A401 22. NEW ELEVATOR, ELEVATOR SHAFT AND ELEVATOR PIT SEE DETAILS SHEET A-402 P31 NOT USED 24. ENTIRE CRAW SPACE CEILING TO RECEIVE SPRAY FOAM INSULATION BETWEEN FLOOR JOISTS TO FULL DEPTH - R-30 MIN- 2-5 EXISTING COLUMN. 26. SEAL ENTIRE SLAB WITH LITHI-TEK 9500 OR EQUAL P i. LINE OF EXTENT OF NEW 2" RIGID FOAM PERIMETER INSULATION EXTENDING 4'-0" FROM INSIDE EDGE OF FOUNDATION WALL. 28. ADA COMPLIANT PA55ENGER ELEVATOR SCHINDLER 3300 MRL li'l NEW COLUMN SEE STRUCTURAL DRAWINGS A R C H I T E C T II R E I P, C .1 545.5 WESTCHESTER AVENUE i A r • a A, . s DATE ISSUE TO PR DG 4126/2018 FOR BID '7m 61/12016 AEX)END1 M M X 6111/2018 ADDENDUM 02 X 6112/2018 ADDENDUM 03 X lf/B/2018 FOR RE -STD X 9/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 6/1212018 ADDENDUM #3 sz 2 6/1112018 ADDENDUM #2 sz 1 161112018 ADDENDUM 44 sz NO DATE REVISIONS BY CELLAR FLOOR PLAN PROJ NO.:21&18 BSc) ABC SCALE: NOTED DRAWN BY: 5Z l CHECKED BY: GG O fi NEB DATE: 1—MAY-1-1 10CH111CIM 4C11,111 PLANNING INIH10d 9 tj-\ g 1 15 NY E� IS* X, ON 2 54( >3 4 y 7 FI o 31 23 0 13 EXISTINI PATIO —7 7 4 0 51MlI -x I23 p Elm M Mom SEE SWEET A401 FOR CONIC, x —x x —x —x —x —x —X —X —X —X —X PAID AND FENCE INFORMATION x x ev 3ENERATOR x x A/C A/C - -L F-- m - — I AIC is I 0 0 2 A-tbl3 x 124 A/C A/ — — — — — — — 112 < X 4,4/ -------------- r A30 2 3 IF, 0 4 - 1060 ---- -- ------------ —7—T—T-7-7 A, I FE) pn 711ci 2 rn AM 21 --l-= ----- — — — — — — — — — 4 12 '/4- 3 Eo F,�7,/7/ /777 7/7 /�F DN 2R H15. Eli M o - -------------- T ------------- I ------ EXIST JIM 'RAMP DN 1:12 MAX CONSTRUCTION SYM50LS: CONSTRUCTION NOTES: NOTES" EXISTING WALL TO REMAIN REMOVE EXISTING WOOL) STAIR, 51LCO ACCESS DOOR, PLASTER CEILING 1.5 TO 5E REMOVED THIS ROOM AND [ill EXISTING FIREPLACE To 5E REFuR515HED SEE INTERIOR RUBBLE AREAWAY WALLS AND FOUNDATION$, Fii- NEW BRICK ON EXISTING CONC. SLAB. MATCH BRICK AT REPLACED WITH NEW PLATER CEILING TO MATCH ELEVATIONS 1. ALL WINDOWS THIS FLOOR ARE TO 5E REPLACED WITH INSERT ADJACENT PATHWAY. PATCH AND REPAIR SLAB PRIOR TO CURVATURE or- EXISTING. INSULATED BETWEEN EXISTING 2. EXTERIOR WALL TO RECEIVE SPRAY FOAM INSULATION TO BRICK INSTALLATION. ROOF RAFTERS WITH SPRAY FOAM INSULATION FULL DEPTH PROVIDE AND INSTALL NEW WD FLOOR FRAMING AND REPLACEMENT WINDOWS UNLESS OTHERWISE NOTED. FOLLOW NEW PARTITION (SEE PARTITION ARCHIVE MIN R-20 OR FULL DEPTH. INSULATION 16 TO BE OR R-38 MIN. PLYWOOD PLYWOOD SU5FLOOR AT EXISTING FLOOR OPENING. MATCH MANUFACTURES INSTALLATION INSTRUCTIONS FOR EXISTING WINDOW TYPES -SHEET A->=) INSTALLED FROM THE INTERIOR, BRICK HATCH INDICATES AREA OF PATIO TO BE RAISED DEPTH or- EXISTING FRAMING AND SUE3FLOOR. REMOVAL REQUIREMENTS. STRIP ALL FAINT ON EXISTING FRAME AND NEW DOOR, FRAME AND HARDWARE F2 - TO MEET NEW DOOR SILL. PRovlr.>E AND INSTALL NEW 19. FREE STANDING ROLLING COAT RACKS NIC, SILL PATCH AND REPAIR. (SEE DOOR SCHEDULE SHEET A-XXX) O TYPICAL THROUGHOUT INSTALL r-lpF- STOPPING AT ALL BRICK TO MATCH EXISTING PATHWAY SEE DETAIL. 29. AT EXPOSED MASONRY INSTALL NEW SUBFLOOR LEVEL 2. AT WINDOWS IN ROOMS 102,101 4 11-B EXISTING CASING, SILL 4 STOOL NEWLY OPENED WALLS IN ACCORDANCE WITH CODE REMOVE EXISTING STONE HEARTH AND REPLACE WITH NEW WITH EXISTING SU15FLOOR ARE TO REMAIN. STRIP ALL FAINT PREPARE FOR REPAINTING - REQUIREMENTS. SUPPLY I" STONE HEARTH. STONE TYPE AND FINISH T5D. F3- NEW MILLWORK BENCH CONTAINING HVAC REPAINT. SEE INTERIOR ELEVATIONS FOR FINISH. F4- ADA COMPLIANT PASSENGER ELEVATOR SCHINDLER DUCTWORK AND VENTS. SEE DETAIL. 13-01 PROVIDE AND IN STALL (4) S X I LVL BEAM BELOW NEW WINDOW, FRAME AND HARDWARE F21❑- STRIP ALL PANELING AND TRIM THIS ROOM AND PREP FOR ❑2ND FLOOR FRAMING. 3, WINDOWS 100, 131,136, 13E� 4 134 ARE TO 5E REMOVED ENTIRELY (SEE WINDOW SCHEDULE SHEET A-XXX) ❑3300 MR1- LOAD 3000 F4- IWILL EXISTING FIREPLACE OPENING ENTIRELY WITH NEW PAINT. FRAMING TO RECEIVE NEW DRYWALL. CAP FLUE OPENING OPENING 16 TO REMAIN. INSTALL NEW FULL WINDOW AND FLASHING. NEW F51 NEW ELECT. PANEL SEE MEP DWG8. AT CHIMNEY TOP WITH COPPER CAP. F22]-Rrzmovrz EXISTING BRICK STAIRS, PATIO AND ASSOCIATED TRIM Is To MATCH EXISTING REMOVED TRIM- SEE INTERIOR MASONRY WALL/INFILL SLABAND FOUNDATION- RE5UILD STAIR TO MATCH ELEVATIONS FOR FINISH- EGMU NEW METAL PAN STAIR SEE SECTIONS AND DETAILS. REMOVE ENTIRE WALL AND INSTALL NEW FRAMING, WINDOW, EXISTING CONFIGURATION WITH NEW BRICK (WHITACRE 4� WINDOW 11(o 16 TO 5E REMOVED ENTIRELY. INSTALL NEW SMALLER FULL ------ EXISTING BEAM TO REMAIN WINDOW SILL AND TRIM. REBUILD PILASTERS TO MATCH CAREER SHADE 36). INSTALL NEW 4" CONIC, SLAB WITH 6X(o EXISTING FOUNTAIN 15 TO BE REPAIRED AND MADE EXISTING. NEW CONSTRUCTION TO MATCH EXISTING AT X WIA X UJI.4 UJUJII, PROVIDE 8" WIDE BY 18" DEEP HAUNCH WINDOW, FLASHING, SILL AND NEW INTERIOR TRIM. SEE INTERIOR INDICATES EXTENT OF NEW GYP OVER FTI OPERATIONAL_ REPLACE PUMP AND ANY OTHER NONE INTERIOR AND EXTERIOR. PROVIDE TEMPORARY AT SLAB EDGE WITH 1 0 5+ AT 50TT- ELEVATIONS FOR TRIM AND FINISHES. EXISTING WOOD FRAME WALL FUNCTIONAL ITEMS. PATCH AND FAINT. SUPPORT AS REQUIRED. SEE ELEVATIONS AND DETAIL. 231 POWER WASH BRICK AT EXISTING PATIO AND SEAL WITH 1-8-1 REMOVE EXISTING WINDOW AND PORTION OF EXISTING WALL 16. NEW RECESSED WALL HEATER SEE MEP DRAWINGS. LITHI-TEK "3500 SEALER OR EQUAL FROM BASE PLATE TO TOP PLATE TO ACCOMMODATE NEW INDICATES WALL TO RECEIVE SPRAY DOOR, PATCH 4 REPAIR EXTERIOR SIDING TO MATCH ii. EXTERIOR WALL 15 TO RECEIVE EXPANDABLE SPRAY [241 NOT USED FOAM INSULATION FROM THE INTERIOR EXISTING. FOAM INSULATION MIN R-20 OR FULL DEPTH. ACCESS TO WALL CAVITY IS TO 5E GAINED 5Y REMOVAL OF SIDING NEW COUNTER SEE DETAIL cJ/A40(o. AT ROOM 10(o COUNTER xP F2!15 iNDir-ATr:s WALL To FEceivE EXPANDABLE NEW SIAMESE CONNECTION (REFER TO SPRINKLER BOARDS AT THE EXTERIOR OF THE BUILDING AND Is la" DEEP. FOAM INSULATION FROM THE EXTERIOR 11-3-1 DRAWINGS) DRILLING THROUGH SHEATHING- SHEATHING TO BE CONSTRUCTION KEY NOTE 1PATCHED AND SIDING TO BE RETURNED TO ORIGINAL 2 -61 REBUILD BRICK FIRE BOX AT REAR OF FIREPLACE FAINT 1-01 EXISTING RELOCATED A.E.D. DEVICE. CONDITION, SEE EXTERIOR ELEVATIONS. BRICK 5LACK, FIRE BOX 15 NOT of-r=RATIONAL- INDICATES EXTENT OF PATCHIltI* OF FLOOR AND SU5FLOOR INDICATES EXTENT OF NEW FLOOR FRAtIlWa AND SU5FLOOR 11 ARCHIIECTHREI p . c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4a6a018 FOR 510 6l-ir.1015 ADDENDUM M X 611112018 AE)C)MLIM 02 X 6/12/2018 ADDENDUM #3 X 1/9/2015 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 611212018 ADDENDUM 03 sz 2 6/11/2018 ADDENDUM #2 5z 1 (0/1/2018 ADDENDUM #1 az NO DATE REVISIONS I BYJ FIRST FLOOR PLAN -V ?LSD ABC pN FF?,4/V, 4z' 0 4-N N immilEmmm, F.-I SCALE: NOTED DRAWN BY: 5Z CHECKED BY: GG DATE: I -MAY -11 IAICHIli CHii I'AC11111 PLANNING INIiI1011 CONSTRUCTION SYMBOLS= I CONSTRUCTION NOTES NOTES. EXISTING WALL TO REMAIN NEW PARTITION (SEE PARTITION TYPES -SHEET A-XXX) NEW DOOR, FRAME AND HARDWARE (SEE DOOR SCHEDULE SWEET A-XXX) NEW WINDOW, FRAME AND HARDWARE (SEE WINDOW SCHEDULE SHEET A-XXX) CMU MASONRY WALL/INFILL EXISTING BEAM TO REMAIN INDICATES EXTENT OF NEW GYP OVER EXISTING WOOD FRAME WALL INDICATES WALL TO RECEIVE SPRAY FOAM INSULATION FROM THE INTERIOR INDICATES WALL TO RECEIVE EXPANDABLE FOAM INSULATION FROM THE EXTERIOR INDICATES EXTENT OF PATCHING OF FLOOR AND SU5FLOOR CONSTRUCTION KEY NOTE INDICATES EXTENT OF NEW FLOOR FRAMING AND SU5FLOOR EXTERIOR WALL TO RECEIVE SPRAY FOAM INSULATION TO ARCHIVE MIN R-20 OR FULL DEPTH_ INSULATION 16 TO 5E INSTALLED FROM THE INTERIOR. 2. TYPICAL THROUGHOUT INSTALL FIRE STOPPING AT ALL NEWLY OPENED WALLS IN ACCORDANCE WITH CODE REQUIREMENTS. �3 ADA COMPLIANT PASSENGER ELEVATOR SCHINDLER 3300 MRL LOAD 3000. FLOOR DRAIN 5_ NEW METAL PAN STAIR SEE SECTIONS AND DETAILS. 6. NOT USED IF SEE ROOF PLAN FOR NOTES AT NEW ROOF. Fi-1 NEW H.C. EVACUATION CHAIR IN STORAGE BOX. SEE EQUIPMENT SCHEDULE. rREDUCE OPENING SIZE AS REQUIRED FOR 3'-0" WIDE DOOR PATCH AND REPAIR TO MATCH EXISTING. REPLACE TRIM TO MATCH NEW TRIM THROUGHOUT ROOM. P0. AFTER INSTALLATION OF ALL MEP RELATED ITEMS o�- PATCH FLOOR FLUSH WITH EXISTING FINISH FLOOR FLASH PATCH ENTIRE EXISTING WOOD FLOOR PRIOR TO RECEIVING NEW CARPET, WOOD OR TILE FLOORING 11. NEW 42" HIGH GUARDRAIL. SEE PARTIAL ELEVATION AND DETAIL. F1-2-1 RECESSED ELECTRIC SU5PANEL SEE M.E.P. DRAWINGS 11-3-1REMOVE EXISTING INTERIOR WINDOW AND REPLACE WITH NEW_ SILL HEIGHT OF NEW WINDOW TO 5E +46" A.FF. INFILL WALL 5ELOW SILL PATCH TO MATCH EXISTING. [F4]- NEW DAIS ON (5") RAISED PLATFORM SEE DETAIL, 15. NEW PULL DOWN STAIR ATTIC ACCESS SEE EQUIPMENT SCHEDULE.. I-T(111 NEW AEC) DEVICE (AUTOMATED EXTERNAL DEFI5RILLATOR) TO 5E MOUNTED ON WALL AT 48" TO DEVICE HANDLE. 11-11EXISTING RELOCATED MANTEL AND SURROUND ANCHOR TO AND CENTER ON WALL. 11-8-1NEW 1" THICK GRANITE HEARTH. 2'-0" DEEP FOR WIDTH ALIGN EDGE OF HEARTH WITH OUTSIDE EDGE OF TILE BOARDER ON MANTEL. [—,-a]ZURN (Z181-C-R 6" ROOF DRAIN WITH 3" OUTLET) OR EQUAL. F2—o1vERsIGARD BLACK REINFORCED PULLY ADHERED EPDM MEM5RANI_ OR EQUAL OVER SLOPED RIGID INSULATION OVER Y4" EXTERIOR GRADE PLYWOOD DECK ON 2XIO WOOD JOISTS IN 16" O.C. F1. NOTE THAT DIMENSION DEPENDS ON WIDTH OF RELOCATED EXISTING FIREPLACE SEE INTERIOR ELEVATIONS, 22. REMOVE EXISTING WOOD HANDRAIL AND INSTALL NEW 11 " DIA OAK RAIL (BOTH SIDES OF STAIR) WITH ADA COMPLIANT MOUNTING HARDWARE AT 4'-0" O.C. MOUNTING HARDWARE TO HAVE BAKED ON BLACK FINISH. STAIN AND FINISH RAIL WITH 4 COATS CLEAR POLYURETHANE. 23. EXISTING BENCH_ STRIP PAINT PATCH AND REPAIR AND PREPARE FOR PAINTING. REMOVE EXISTING GRILL PATCH AND REPAIR AND PREP FOR PAINTING F4. CLAD EXISTING CHIMNEY AT INTERIOR SURFACE OF WALL WITH FURRING STRIPS. EXTEND MASS OF CHIMNEY SO AT TO CENTER THE MASS IN THE ROOM. IT51 HATCH INDICATES LOCATION OF NEW WD FLOOR FRAMING AND PLYWOOD SU5FLOOR AT EXISTING FLOOR, MATCH DEPTH Of: EXISTING FRAMING AND SUBFLOOR. 26. HATCH INDICATES LOCATION OF NEW J" SU5FLOOR AND "'l" PLYWOOD UNDERLAYMENT PATCH LEVEL WITH ADJACENT UNDERLAYMENT. .01 1. REMOVE ALL WINDOWS THIS FLOOR WINDOWS THIS FLOOR ARE TO 5E REPLACED WITH INSERT REPLACEMENT WINDOWS FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS FOR EXISTING WINDOW REMOVAL REQUIREMENTS. STRIP ALL PAINT ON REMAINING FRAME AND SILL PATCH AND REPAIR ALL WINDOWS RECEIVE NEW CASING, AND STOOL. SEE INTERIOR ELEVATIONS FOR TRIM AND FINISH. 0 ARCHITECTURE, P,C.1 545.5 WESTCHESTER AVENUE RYE BROOK, NY •• 1 DATE ISSUE TO PR DG 4/2612018 FOR 51D 17 6i112016 ADDENDUM *1 X 611112016 ADDEND11 *2 X 611212018 ADDENDUM *3 X V-5/2018 FOR RE -BID X 91612018 FOR PERMIT 4 4 V912018 COORDINATION sz 3 61121201& ADDENDUM *3 sz 2 611112018 ADDENDUM *2 sz I 161112018 ADDENDUM *1 sz LNO] DATE REVISIONS BY SECOND FLOOR PLAN — — PROD NO.:21(o18 SCALE: NOTED ✓q -0� DRAWN BY: SZ ' CHECKED BY:GGrt DATE: 1-MAY-1-1 IAIC WHIM I•ACItill PUNNING INIERIGRS ATTIC/ ROOF FLAN ,, CONSTRUCTION SYM801—S= EXISTING WALL TO REMAIN CONSTRUCTION NOt1=a: ElADA COMPLIANT PASSENGER ELEVATOR SCHINDLER 3300 MRL LOAD 3000 REMOVE EXISTING ROOF AND SUPPORTING COLUMNS ENTIRELY, INSTALL NEW PARTITION (SEE PARTITION NEW ROOF FRAMING, SHEATHING, ICE AND WATER SHIELD ( INSTALL OVER TYPES -SHEET A-XXX) ENTIRE ROOF). INSTALL NEW GAF TIMBERLINE 25 YR ASPHALT SHINGLES TO MATCH EXISTING. PATCH AND REPAIR ALL AFFECTED SUWACES. NEW DOOR, FRAME AND 114ARDWARE (SEE DOOR SCHEDULE SHEET A-XXX) � NEW PULL DOWN STAIR ATTIC ACCESS SEE EQUIPMENT SCHEDULE. F4] NEW FULL HEIGHT PARTITION WITH V GYP BD ALL SIDE& NEW WINDOW, FRAME AND HARDWARE NEW WOOD FRAME: (NON OPERATIONAL) CHIMNEY- SEE DETAILS. SHEET (SEE WINDOW SCHEDULE SHEET A-XXX) F A-110 F EXISTING CHIMNEY TO REMAIN. CAP WITH NEW COPPER CAP. CM MASONRY WALL/INFILL FTI NEW DUPLEX OUTLET SEE MEP DRAWINGS. EXISTING BEAM TO REMAIN INDICATES EXTENT OF NEW GYP OVER Pil EXISTING CHIMNEY TO REMAIN. CAP WITH NEW COPPER CAP, PROVIDE EXISTING WOOD FRAME WALL FOR BOILER EXHAUST. REMOVE ALL EXISTING GUTTERS PATCH AND REPAIR MOUNTING INDICATES EXTENT OF NEW FLOOR F'3-18URFACES. PROVIDE AND INSTALL NEW b" "OGEE" ALUM. SEAMLESS FRAMING AND SUBFLOOR GUTTER WITH LEAF GUARD 10. REMOVE ALL EXISTING LEADERS PATCH AND REPAIR MOUNTING T09 SURFACES. PROVIDE AND INSTALL NEW 4" ALUM. LEADER. CONNECT TO NEW DRY WELL SYSTEM WITH STORM SYSTEM SUPPLIED ADAPTERS UNLESS LEADER EMPTIES ON TO ADJACENT ROOF. SEE SHEET A-401 FOR DRY WELL SYSTEM LAYOUT. [—,I- NOT USED 12. NOT USED 13. NOT USED 19. ZURN (ZISI-C-R 6" ROOF DRAIN WITH 3" OUTLET) OR EQUAL. lyol- VERSIGARD BLACK REINFORCED FULLY ADHERED EPDM MEMBRANE OR EQUAL OVER SLOPED RIGID INSULATION OVER %411 EXTERIOR GRADE PLYWOOD DECK ON 2X10 WOOD JOISTS a 16" O.C. 21. PROVIDE AND INSTALL NEW 1/2" PLYWOOD FLOORING AS SHOWN. SCREW TO EXISTING JOISTS. P-21 HATCH INDICATES LOCATION OF NEW WD FLOOR FRAMING AND PLYWOOD SUBFLOOR AT EXISTING FLOOR, MATCH DEPTH OF EXISTING FRAMING AND SUBFLOOR. A R C H I T E C T U R E, P, C .1 545.5 WESTCHESTER AVENUE AWN RYE BROOK, 10571 DATE ISSUE TO PR DG 4/26/2018 FOR BID 6/V20i8 ADDENDUM *1 X 611112018 ADDENDUM 02 X 611212016 ADDENDUM "3 X V9/2018 FOR RE -BID X 9/(o/2018 FOR PERMIT 4 T/9/2018 COORDINATION sz 611212018 ADDENDUI" i "3 sz L (0/11/2018 ADDENDUM *2 sz ro/T12018 ADDENDUM i'1 DATE REVISIONS BY ATTIC / ROOF PLAN _ PROJ NO.:21618 � kF-D ARc Q� `A l �,c� f SCALE: NOTED DRAWN BY: 5Z ' CHECKED BY:GG DATE: 1-MAY-Ii Am103 ICHIIEC1011 I'ACIHIY PLANNING INIERIORSI b �mJim, lWANIM it --- - -- SYM501-5: KEYNOTES: DUPLEX OUTLET EXISTING ELECTRIC GEAR. 1. ALL OUTLETS AND SWITCHES TO BE RECESSED IN El NEW ELECTRIC PANEL SEE ENGINEERING DRAWINGSDUPLEX WALLS U.O.N. r GFCI OUTLET AT 18" AFF. UON.V.O.I.P. 2, ALL OUTLETS TO BE LOCATED 1*8" A.F.F. U.ON QUAD OUTLET AT 18"" AFF. UON. WALL MOUNTED TELEPHONE. 3, ALL OUTLETS TO BE MOUNTED VERTICALLY wp F4- SEE ENGINEERING DRAWINGS FOR EQUIPMENT THOSE MOUNTED IN BASEBOARDS TO BE WATERPROOF OUTLET MOUNTED HORIZONTALLY. 51 4X8X%" FIREPROOF PLYWD MOUNTED TO WALL. Q WALL MOUNTED JUNCTION BOX Q MANUAL FIRE ALARM STATION FIRE ALARM SIGNAL VISUAL ONLY TYPE FIRE ALARM SIGNAL AUDIOVISUAL TYPE Q H.C. PULL CORD EMERGENCY ,AID NOTIFICATION LIGHT WIFI BROADCAST POINT d WALL MOUNTED THERMOSTAT DATA OUTLET C ARCHITECTURE, PCI 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 RIDGE i ■ BROOK, O. DATE ISSUE TO PR DG 4126/2018 FOR BID to1112018 ADDENDUM 01 X 611112016 ADDENr)UM 01 X 6/12/2018 ADDENDUM "3 X 1/9/2018 FOR RE -BID X 91612018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 6/12/2018 ADDENDUM "3 sz 2 6/11/2018 ADDENDUM #2 az I 161112018 ADDENDUM #1 sz NO om DATE REVISIONS BY CELLAR POWER, DATA & FIRE ALARM1 • • LAN 1ARCHIli CI1,111 I'AC11111 1'1ANNING INIEI10111 WP 8 SECURITY m SYM5OL-S= iSEYNOTES: GENERAL NOTES; 9 DUPLEX OUTLET m PROVIDE JUNCTION BOX AND OUTLET BETWEEN 6. 1. ALL OUTLETS AND SWITCHES TO BE RECESSED IN WALLS FOR NEW WATER COOLER WITH BOTTLE WALL$ U.ON. n �f DUPLEX GFCI OUTLET AT 18" AFF. UON, FILLER. PLUMBER AND ELECTRICIAN TO QUAD OUTLET AT 16" AFF. UON. COORDINATE_ 2. ALL OUTLETS TO BE LOCATED 18" AFF_ UDN WP . P PROVIDE JUNCTION BOX FOR NEW HAND DRYERS. 3. ALL OUTLETS TO BE MOUNTED VERTICALLY WATERPROOF OUTLET EPROVIDE JUNCTION BOX FOR NEW RECESSED 4. ALL OUTLETS MOUNTED IN WOOD PANELING TO WALL MOUNTED JUNCTION BOX WALL HEATER BE MOUNTED VERTICALLY AT THE CENTER LINE MANUAL FIRE ALARM STATION 1 FIRE ALARM REMOTE ANNUNCIATOR PANEL OF THE PANEL FIRE ALARM SIGNAL VISUAL ONLY TYPE RECESSED POWER AND DATA CONNECTION BOX AT CENTER OF WALL, MOUNT AT 60" AFF. TO FIRE ALARM SIGNAL AUDIOVISUAL TYPE CENTER LINE. PROVIDE BLOCKING FOR MOUNTING OF TV. 0 H.C. PULL CORD IV EMERGENCY AID NOTIFICATION LIGHT WIFI BROADCAST POINT Q WALL MOUNTED THERMOSTAT K1 KNOX BOX 0 A R C H I T E C T U R E, P. C .1 545.5 WESTCHESTER AVENUE BROOK,RYE DATE ISSUE TO PR DC 4/26/2018 FOR BID 61112018 ADDENDUM "1 X 6/11/2018 ADDENDLIM 02 - X 611212018 ADDENDUM #3 X 1U9/2018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 611212018 ADDENDUM 03 sz 2 6/11/2018 ADDENDUM #2 sz 1 6/7/2018 ADDENDUM #1 sz :N:O DATE REVISIONS BY FLOORPOWER, . FIRE ALARM PLAN ISCALE: RIOTED 11 T: TiTP►i3 CHECKED BY:GG DATE: I-MAY-Ii 5 CONID FLOOR POWER, DATE FIRE 4 5EC;URlT"*f FLAN 2 ` SCAM 3&" = I'-V* -v POWER AND DATA SYMBOLS: GENERAL NOTES: DUPLEX OUTLET FLOOR MOUNTED QUAD OUTLET F-INEW ELECTRIC PANEL SEE MEP DRAWINGS. 1. ALL OUTLETS AND SWITCHES TO BE RECE55ED IN if DUPLEX GFCI OUTLET AT 18" AFF. UON. FLOOR MOUNTED DUPLEX OUTLET a RECESSED POWER AND DATA CONNECTION BOX WALLS U.O.N. ® QUAD OUTLET AT 16" AFF. UON. FEW POWER AND DATA CONNECTION AT CENTER OF WALL, MOUNT AT 60" A.FF. TO CENTER PROVIDE BLOCKING FOR MOUNTING 2. ALL OUTLETS TO BE LOCATED 1*8" AFF. UDN . BOX (RECESSED IN WALL) LINE. Wp OF TV. 3, ALL OUTLETS TO BE MOUNTED VERTICALLY. If WATERPROOF OUTLET WALL MOUNTED THER 105TAT LINE OF 5" HIGH RAISED PLATFORM 4. ALL WIFI BROADCAST POINTS TO BE MOUNTED (D WALL MOUNTED JUNCTION BOX ON WALL CL05E TO CEILING. (9 WALL MOUNTED R36 OUTLET 4- F ELECTRICIAN TO PROVIDE AND INSTALL (1) MANUAL FIRE ALARM STATION POWER OUTLETS AT NEW DAIS. COORDINATE WITH FIRE ALARM SIGNAL VISUAL ONLY TYPE Mk FLOOR MOUNTED XLR OUTLET MILLWORKER. ® FLOOR MOUNTED DATA OUTLET a ELECTRICIAN TO PROVIDE AND INSTALL (2) FIRE ALARM SIGNAL AUDIOVISUAL TYPE DUPLEX OUTLETS AT NEW TABLE. COORDINATE WITH MILLWORKER, H.C. PULL CORD Pr WALL MOUNTED PASS THROUGH OUTLET Fbl PROVIDE AND INSTALL (2) NEW 2" CONDUITS POWER WIMP DOWN TO INTERNET d PHONE SERVICE BOARD AT 1-Q EMERGENCY AID NOTIFICATION LIGHT ROOM 8102 IN CELLAR WIFI BROADCAST POINT t—i INSTALL 2" CONDUIT ABOVE CEILING. A R C H I T E C T U R E, P, C .1 545.5 WESTCHESTER AVENUE :w•• m IN, moffemw Dab # A A - Alk A AIL A BROOK, NY 10573 DATE ISSUE TO PR DG 412612018 FOR BID 61112018 ADDENDUM "1 X 6111/2018 ADDENDUM *2 X 611212018 ADDENDUM "3 X 11912018 FOR RE -BID - — X 9/6/2018 FOR PERMIT 4 4 11912018 COORDINATION sz 3 611212018 ADDENDUM «3 sz 2 611112018 ADDENDUM *2 sz 1 6/1/2018 ADDENDUM "1 sz NO DATE REVISIONS BY 2nd FLOOR POWER, DATA & FIRE ALARM PLAN E Q ADPROJ NO.:21ro10 SCALE: NOTED DRAWN BY: SZ CHECKED BY:GG F NEB DATE: 1-M4i' __ I IA 10111CIURE FALIIIiY PLANNING INTERIORS CELLAR REFLECTED CEILING PLAN sc1a.€s �° ■ p� NOTE= 1, PROVIDE AN ADDITIONAL (2) EXIT SIGNS 4 ASSOCIATED WIRING LOCATIONS TO BE DECIDED IN FIELD 2. FOR LIGHTING SCHEDULE SEE SWEET E-106 1 Rcp CEILING KEY NOTES: , Rcp Gr=Nr=RAL NOTES: I Rcp CxENERAL NOTES: I LIGHTING SYM50LS LEGEND: I 1 1-1-1 INSTALL V USG MOLD TOUGH TYPE 'X' GYP BD OVER ENTIRE CEILING AT CELLAR TAPE AND 5PACKEL L ALL FIXTURES AND EQUIPMENT SUSPENDED FROM CEILING STRUCTURE SHALL BE IN CONFORMANCE WITH INSTALLATION METHODS UNDER A5TM Al;VSTRONG SUSP1ENDED El 2' X T LED CEILING GRID AND TILES a MOTION DETECTOR CEILING MOUNT FIXTURE C-636 AND 2015 IMC. F2]2, CLAD ALL WOOD BEAMS W/ %11 TYPE 'X' GYP BD. TAPE AND POWER WHIP TO CONNECT SPACKLE. 2, ALL JOINTS AT NEU) DUCTWORK TO BE SEALED WITH APPROVED SEALANT UNDER CABINET LIGHT � SURFACE MOUNTED LED FIXTURE F3] INSTALL NEW EXTERIOR LIGHT ABOVE DOOR MANUFACTURE AND TYPE AS PER 2015 IEC (INT'L ENERGY CODE) SEE MECH DWG5, GYPSUM 80ARD SOFFPT /CEILING �}CO CARBON MONOXIDE DETECTOR O RECESSED LIGWTING FIXTURE TO BE DETERMINED. 3. SEE ENGINEERING DRAWINGS FOR LIGHT FIXTURES THAT ARE DESIGNATED EMERGENCY/INVERTER 2) EDGE LIT EXIT SIGN O� HEAT DETECTOR EXTERIOR WALL SCONCE 4. ALL PENETRATIONS SHALL BE FINE CAULKED, EMEW.,ENCY AID NOTIFICATION LIGHT ®S SMOKE DETECTOR WALL SCONCE MOTION DETECTOR WALL MOUNT SPRINKLER HEAD — - — - — LED TAPE LIGHT Z RETURN AIR GRILLE Q EhEWe CY LGNtS CalBO LED PENDANT FIXTURE SUPPLY AIR GRILLE � EMEF�'sENGY LIGHTS W/BATT PACK RECESSED LED FIXTUI;E CEILING MOUNTED DUPLEX RECEPTICAL 4' WALL MOUNTED LED FIXTURE SWITCH, INDICATES LOCATION SEE MEP DWGS FOR FUNCTION 0 DECORATIVE PENDANT LED FIXTURE • IJNQMWAWW FLOOD LIGHT C-I ARCH ITECTUR E, P. C .1 545.5 WESTCHESTER AVENUE i A . E RIDGE RYEi BROOK, . O ''y ■ DATE ISSUE TO PR DG 4/26/2018 FOR 51D 17 6/112018 ADDENDUM "i X 6111/2018 ADDENDUM #2 X 611212018 ADDENDUM 03 X 71912018 FOR RE-510 X 91612018 FOR PERMIT 4 1 /13/2018 COORDINATION 5z 611212018 ADDENDUM 03 az LNOI 611112018 ADDENDUM #2 sz 6/1/2018 ADDENDUM #1 sz DATE I REVISIONS BY CELLAR REFLECTED CEILING LA � �F-D A,9 ANFA4/ /y/A F N`N ISCALE: NOTED ECHECKED BY:GG 1., I' 1 IAICHII[CI1,1RE FAC11111 PANNING INIER1ORSI F I R5T FL F SCALE: 31W - 11-011 ILI NOTE:. L FOR LIGHTNG 5CH3=DULL SEE SHEET E-108 RCP CEILING KKEY NOTES: RCF GENERAL NOTES: RCP SYMBOLS LEGEND: LIGHTING SYMBOLS LEGEND: CEILING FINISHES EAT THIS ROOM INSTALL (1) LAYER TYPE 'X' GYP BD AT BOTTOM OF CEILING JOISTS ENTIRE ROOM. F-21 LED TAPE LIGHT AT EXISTING COVE. mLINE OF EXISTING COVE MOLDING. F] TRACK FOR THEATRICAL LIGHTING FOLLOW MANUFACTURERS MOUNTING INSTRUCTIONS FOR SUPPORT OF LIGHTING LOAD. PROVIDE BLOCKING AS REQUIRED. 0 REMOVE EXISTING PENDANT LIGHT FIXTURE AND ASSOCIATED WIRING. PATCH AND REPAIR PREP TO RECEIVE PAINT. Pol SWITCH FOR L-24 FLOOD LIGHT ABOVE UNDER ROOF EAVE. AT THIS ROOM INSTALL (2) LAYERS TYPE 'X' GYP BD AT BOTTOM OF CEILING JOISTS ENTIRE ROOM. F—a-1 NEW CURVED PLASTER CEILING. INSULATE BETWEEN EXISTING ROOF RAFTERS WITH SPRAY FOAM INSULATION R-36 MIN. OR FULL DEPTH. DIMMER SWITCH BANK LOCATION SEE ENGINEERING DRAWINGS mo- ARMSTRONG AXIOM AXP255 POCKET AT ROOMS 106 d 110 POCKET EXTENDS FROM WALL TO WALL. ElTHREADED INSERTS FOR THEATRICAL LIGHTING PIPE MOUNT SEE DETAIL 8/A403 . NOTIFY ARCHITECT IF EXISTING STRUCTURE DIFFERS FROM THAT SHOWN ON DETAIL. 12, NEW DECORATIVE WOOD REAMS TO MATCH EXISTING. 1. ALL FIXTURES AND EQUIPMENT SUSPENDED FROM CEILING STRUCTURE SHALL BE IN CONFORMANCE WITH INSTALLATION METHODS UNDER ASTM C-636 AND 2015 IMC, 2. ALL JOINTS AT NEW DUCTWORK TO BE SEALED WITH APPROVED SEALANT AS PER 2015 IEC (INT'L ENERGY CODE) SEE MECH D(165. I LIGHTS AT SUSPENDED CEILINGS LIGHT FIXTURES WEIGHTING LESS THAN 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE FIXTURE TO THE STRUCTURE ABOVE. 4. THE STARTING POINT OF CEILING TILE 15 THE CENTER OF ROOM. CENTER CEILING TILE TO THE CENTER OF THE ROOM (UNLESS NOTED OTHERWISE) 5. SEE INTERIOR AND EXTERIOR ELEVATIONS FOR HEIGHTS OF WALL MOUNTED LIGHTING. 6. ALL CENTERLINES INDICATED ARE TO CENTER OF ROOM. 1. ALL FIXTURES, TRACKS, SMOKE DETECTORS AND SPRINKLER HEADS AT ROOM 101 ARE TO BE CENTERED BETWEEN BEAMS. 8. SPRINKLERS AND LIGHTING AT ROOMS 101, 102 AND 119 ARE TO BE INSTALLED FROM FLOOR ABOVE. CARE 15 TO BE TAKEN NOT TO EFFECT CEILINGS IN THESE SPACES MORE THAN 15 REQUIRED FOR INSTALLATION. 9. SEE ENGINEERING DRAWINGS FOR LIGHT FIXTURES THAT ARE DESIGNATED EMERGENCY/INVERTER �x �p �� PAINT COLOR CALL OUT SEE FIN. ARMSTRONG SUSPENDED 2' X 2' LED FIXTURE `=' SCHEDULE CEILING GRID AND TILES MOTION DETECTOR CEILING MOUNT POWER W41P TO CONNECT 0 SURFACE MOUNTED LED FIXTURE AT-1 ARMSTRONG ULTIMA BEVELED TEGULAR UNDER CABINET LIGHT %W (MODEL IS12) PROVIDE "W" EDGE GYPSUM BOARD SOFFIT / CEILING O RECESSED LIGHTING FIXTURE MOLDINGS FOR ALL SPACES (2424)N", (. CARBON MONOXIDE DETECTOR WHITE). SUSPENSION SYSTEM ARMSTRONG EXTERIOR WALL SCONCE SILHOUETTE XL k" REVEAL its" 5OLT EDGE LIT EXIT SIGN ©H HEAT DETECTOR SLOT SYSTEM ALL CUT TILES TO BE SMOKE DETECTOR WALL SCONCE FIELD BEVELED Q �G EMERGENCY AID NOTIFICATION LIGHT ARMSTRONG KITCHEN ZONE 5XARE MOTION DETECTOR WALL MOUNT SPRINKLER HEAD — - — - — LED TAPE LIGHT LAY -IN SMOOTH TEXTURE (24i1 X 24" WHITE) WITH ELUDE 11411 SUSPENSION Z RETURN AIR GRILLE 4 t> LIGMS mmMmMmm LED PENDANT FIXTURE SYSTEM (WHITE) c� RECESSED LED FIXTURE COVE MOLDING CALL OUT SEE z NCM-1 SUPPLY AIR GRILLE � EMERGENCY LIGHTS WBATT PACK 4` WALL MOUNTED LED FIXTURE � FINISH SCHEDULE SHEET A-111 SWITCH. INDICATES LOCATION SEE MEP CEILING MOUNTED DUPLEX RECEPTICAL® DECORATIVE PENDANT DWGS FOR FUNCTION 0 LED FIXTURE • IN GROUND FIXTURE FLOOD LIGHT 0 A R C H IT E C T U R E, P, C .1 545.5 WESTCHESTER AVENUE 914-937-5596 RYE BROOK, t DATE ISSUE TO PR DG 4/26/2018 FOR 81D 6/1/2018 ADDENDUM 01 x 611112016 ADDENDUM "2 X (0/12/2018 ADDENDUM w3 X 1/9/2018 FOR RE -BID X 9/6/2018 FOR PENT 4 4. 1/9/2018 COORDINATION sz 3 6112/2018 ADDENDUM "3 sz 2 611112018 ADDENDUM 02 sz 1 6/1/2018 ADDENDUM #1 sz NO DATE REVISIONS BY FIRST FLOOR REFLECTED CEILING PLAN — PROJ NO.: 2Iro10 � QED AqC N,,1,e SCALE: RIOTED '.� a DRAWN BY. vZ '(p� s14 "`art CHECKED BY:GG F NE'N DATE: I-M,4Y-1-1 IAICHIIHI�Ri NC11111 PLANNING INIiI101SI GrA.E= 3al • h-O" NOTE: t FOR LIGHTING SCHEDULE SEE SWEET E-105 RCP CEILING KEY NOTES: RCP GENERAL NOTES: RCP SiM50LS LEGEND: LIGHTING SYM50LB LEGEND: CEILINGS FINISHES IT] FUR DOWN TH15 AREA OF OILING 4" TO ALLOW INSTALLATION OF 1. ALL FIXTURES AND EQUIPMENT SUSPENDED FROM CEILING STRUCTURE SHALL BE 01 PAINT COLOR CALL OUT SEE FIN. SCHEDULE ADJACENT COVE MOLDING, IN CONFORMANCE WITH INSTALLATION METHODS UNDER ASTM C-636 AND 2015 ARMSTRONG SUSPENDED (MC. CEILING GRID AND TILES( MOTION DETECTOR CEILING MOUNT 2, ALL JOINTS AT NEW DUCTWORK TO BE SEALED WITH APPROVED SEALANT AS PER POWER WHIP TO CONNECT UNDER CABINET LIGHT AT-1 ARMSTRt2NG ULTIMA MVELED TEGULAR 11 2015 IEC (INT'L ENERGY CODE) SEE MECH DWGS. GYPSUM BOARD SOFFIT 1 CEILING 2' X 2' LED FIXTURE M©LDINGSELFOR ALLYIADCES (,244;° :.. *co CARBON MONOXIDE DETECTOR . WHITE)SUSPENSION SYSTEM ARMSTRONGF_ 3. AT LIGHTS AT SUSPENDED CEILINGS LIGHT FIXTURES WEIGHTING LESS THAN 56 - — —1 SURFACE MOUNTED LED FIXTURE SILHOUETTE XL Y" REVEAL %u WLT LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE Z EDGE LIT EXIT SIGN ® H NEAT DETECTOR SLOT SYSTEM ALL CUT TILES TO SE FIXTURE TO THE STRUCTURE ABOVE. -° O RECESSED LIGHTING FIXTURE FIELD BEVELED 4. THE STARTING POINT OF CEILING TILE IS THE CENTER OF ROOM. CENTER CEILING � EMERGENCY AID NOTIFICATION LIGHT U $ SMOKE DETECTOR EXTERIOR WALL SCONCE AT-2 ARMSTRONG KITCHEN ZONE SQUARE TILE TO THE CENTER OF THE ROOM (UNLESS NOTED OTHERWISE) MOTION DETECTOR WALL MOUNT SPRINKLER HEAD LAY -IN SMOOTH TEXTURE (24" X 24° WHITE) WITH PRELUDE %" SUSPENSION 5. SEE INTERIOR AND EXTERIOR ELEVATIONS FOR HEIGHTS OF WALL MOUNTED Z RETURN AIR GRILLE Q} p EMMe CY 1.I014Ts COMW /ON WALL SCONCE SYSTEM (WHITE) LIGHTING. fo. ALL CENTERLINES INDICATED ARE TO CENTER OF ROOM. SUPPLY AIR GRILLE EMERGENCY LIGHTS W/5ATT PACK —'" - mmmmmmm LED TAPE LIGHT LED PENDANT FIXTURE CM -I COVE MOLDING CALL OUT SEE FINISH SCHEDULE SHEET A-111 3. SEE ENGINEERING DRAWINGS FOR LIGHT FIXTURES THAT ARE DESIGNATED SWITCH. INDICATES LOCATION SEE MEP CEILING MOUNTED DUPLEX RECEPTIGAL RECESSED LEA FIXTURE EMERGENCY/INVERTER DWGS FOR FUNCTION 4. FOR FINISH SCHEDULE SEE SHEET A-111 E A-112 4' WALL MOIMTED LED FIXTURE 0 DEDCORATIFIXTUIV PENDANT IN GROUND FIXTURE H ' FLOOD LIG14T C: A R C H I T E C T U k E I P, C .1 545.5 WESTCHESTER AVENUE 914-937-5596 RIDGE E BROOK, 10571 DATE ISSUE To PR DG 4/26/2018 FOR BID 611/2016 ADDENDUM "1 X 6/1112018 ADDENDUM #2 X 611212018 ADDENDUM *3 X 1/912016 FOR RE -BID X 9/612016 FOR PERMIT 4 1/912018 COORDINATION sz 3 6/12/2018 ADDENDUM #3 sz 2 6111/2018 ADDENDUM *2 sz 1 61112018 ADDENDUM #1 sz NO DATE REVISIONS BY SECOND FLOOR REFLECTEI CEILING PLAN 'ED ADO 41 (P ISCALE: NOTED (CHECKED BY:GG DATE: 1-MAY-1-1 A&CHI iELfUAE fAfI[III PLANNING INiERIOAS C REFLECTED CEILING PLAN �� FEATHER IN NEW SHINGLES ` TO MATCH EXISTING. INSTALL NEW ROOFING FELT AND LAP OVER EXISTING I 4' -2 ° `• >,1-7 LEAD COATED COPPER CAP OVER � °EXTERIOR GRADE PLYWD ON MTL STUDS I # #I I f I # # f I # I # I I # k # ff # I # I # I # I I # # Io# I�# I # I #I # I I # # I I # # # .— EXISTING WOOD JOIST NEW WOOD HEADER EIFS CAP TO MATCH PROFILE OF EXISTING CHIMNEY 6" METAL STUDS 16 GA SEE PLAN FOR SPACING THIN BRICK VENEER (STILES E HART BRICK CO. FUL RANGE DANISH) (%") THICK OVER AIR AND MOISTURE BARRIER OVER %" EXTERIOR GRADE PLYWOOD SHEATHING. I 1 1 i NEW I NEW I I PPER CRICKET 5LOCKING I I i I (� CNIMNE�' �ET,41L I I I - , L , L OZ THIN BRICK VENEER (STILES E HART BRICK CO. FULL RANGE DANISH) (f ") THICK OVER AIR AND MOISTURE BARRIER OVER %" EXTERIOR GRADE PLYWOOD SHEATHING NEW COPPER FLASHING AND NEW WOOD BLOCKING FEATHER IN NEW SHINGLES TC MATCH EXISTING 1 CHIMNEY PN ( � D ETAIL NEW CHIMNEY EXTERIOR GRADE PLYWD V 16GA 6" MTL STUDS ROUGH BOLT 4X4X%" ANGLE > STEEL STUDS WlY" BOLTS AT NCH STUD ICHOR ANGLE TO NEW ADER AND EXISTING JOISTS W (2) 2X12 HEADER DER 4" -2'+ 2 r - _. ._ _.. A-110 f" SECTION AT NEW CHIMNr:y 0 A R C H I T E C T U R E, p, c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/2015 FOR BID 17 6/i/2018 ADDENDUM *i X 6/11/2018 ADDENDUM 02 X 6/12/2018 ADDENDUM *3 X 1/9/2018 FOR RE-51D X 9/6/2016 FOR PERMIT 4 41/'3/2018 COORDINATION sz 3 6/12/2018 ADDENDUM #3 sz 2 611112018 ADDENDUM 02 sz 1 61112018 ADDENDUM 44 W sz INO DATE REVISIONS BY IATTIC REFLECTED CEILING PLAN ` ED `�qe Ca AZ 4 0 c� o 1` NEB )SCALE: AML DATE: I-MAY-1 I• � FINISH SCHEDULE., FLOOR FINISHES NO. MFR TYPE/STYLE COLOR COMMENTS WD-1 ----------------------------- AMERICAN WALNUT 5 INCH BOARD (ALTERNATE WOOD FLOORING TO BE WHITE OAK IN ACCORDANCE WITH SPECIFICATIONS) WD-2 ----------------------------- MAPLE 3 INCH WIDE T-1 FLOOR GRES CHROMTECH/1.0 COOL/2.0 ROC ARGENT T-2 FLOOR GRES CHROMTECH/1,0 WARM/1.0 PEBBLE T-3 FLOOR GRES CHROMTECH/1.0 WARM/3.0 T-4 FLOOR GRES STONTECH/1.0 STONE GREY/1.0 T-5 DALTILE QUARRY TI LE ARI D GRAY OQ42 (2) 6" X 6" CP-1 BOLYU CROSSING BLCSG48 DENIM CP-2 BOLYU PATH TILE 5TO34 EBONY 34500 CP-3 MOHAW K CALLANGA 928 TAMNDUA BEIGE V-1 ARMSTRONG COLORARTMEDINTONE H5432 REGATTA V-2 ARMSTRONG COLORART MEDINTONE H5329 GRAYED BLUE MID BACKSPLASH NO. MFR TYPE/STYLE COLOR COMMENTS BS-1 DUPONT ZODIAQ ASTRAL PEARL 4" HIGH BS-2 DUPONT ZODIAQ COARSE PEPPER 4" HIGH BS-3 FORMICA SOLID SURFACE ALL THAT JAZZ 4" HIGH SOLID SURFACES NO. MFR TYPE/STYLE COLOR COMMENTS SS-1 DUPONT ZODIAQ STORM GREY SS-2 DUPONT ZODIAQ MINERAL SS-3 DUPONT ZODIAQ COARSE PEPPER SS-4 FORMICA SOLID SURFACE ALL THAT JAZZ SS-5 DUPONT ZODIAQ ASTRAL PEARL WALL FINISHES NO. MFR TYPE/STYLE COLOR COMMENTS P-1 BENJAMIN MOORE SEESPEC TBD P-2 BENJAMIN MOORE SEESPEC TBD P-3 BENJAMIN MOORE SEESPEC TBD P-4 BENJAMIN MOORE SEESPEC TBD P-5 BENJAMIN MOORE SEESPEC TBD P-6 BENJAMIN MOORE SEESPEC TBD P-7 BENJAMIN MOORE SEESPEC TBD P-8 BENJAMIN MOORE SEE SPEC TBD P-9 BENJAMIN MOORE SEE SPEC TBD P-10 BENJAMIN MOORE SEESPEC TBD FRP-1 SEESPEC SEE SPEC WHITE FOR FRP DETAILS SEE SHEETA-113 WALL BASE NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WB-1 INTERSTATE LUMBER IL-107 & IL-101S PAINTED SEE SHEETA-409 FOR PROFILE WB-2 ---------------------------- EXISTING BASE PAINTED PATCH, REPAIR AND PAINT TB-1 FLOOR GRES CHROMTECH/1.0 COOL/2.0 ROC ARGENT 4" HIGH TB-2 FLOOR GRES CHROMTECH/1,0 WARM/1.0 PEBBLE 4" HIGH TB-3 FLOOR GRES CHROMTECH/1.0 WARM/3.0 4" HIGH TB-4 FLOOR GRES STONTECH/1.0 STONE GREY/1.0 6" HIGH TB-5 DALTI LE QUARRYTILE ARID GRAY OQ42 (2) 6" HIGH VB-1 JOHNSONITE TRADITIONAL #18 NAVY BLUE 4" HIGH (TOELESS AT CARPET W/TOE @ SOLI D FLOORING) VB-2 JOHNSONITE TRADITIONAL #292 EVENING SHOWER 4" HIGH (TOELESS AT CARPET W/TOE @ SOU FLOORING) VB-3 JOHNSONITE TRADITIONAL #167 FUDGE 4" HIGH (TOELESS ATCARPET W/TOE @ SOLID FLOORING) PICTURE RAIL NO. jMFR IT COLOR/FINISH ICOMMENTS PR-1 IL-810 PAINTED SEE SHEETA-409 FOR PROFILE WINDOW TRIM NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WC-1 IL-294 PAINTED SEE SHEETA-409 FOR PROFILE DOOR TRIM NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WC-1 I iL-294 PAINTED SEE SHEETA-409 FOR PROFILE WINDOW STOOL NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS W S-1 I L-418 PA1 NTED MO DI F I ED TO SUIT I NSTALLATI0 N, SEE SHEET A-409 FO R PRO F, LE CEILINGS NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS ACT-1 ARMSTRONG ULTIMATEGULAR3/4" MODEL 1912 WHITE GRID-ARMSTRONGSILHOUE17E XL 1/4" REVEAL9/16 " BOLTSLOTSYSTEM ALL CUT TILES TO BE FIELD BEVELED ACT-2 ARMSTRONG KITCHEN ZONE WHITE 24 X 24 LAY IN TILE WITH 15/16" PRELUDE SUSPENSION SYSTEM COVE MOLDING NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS CM-1 TRIMROC CTR 912 PAINTED SEE SHEETA0409 FOR PROFILE WOOD FINISHES NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WF-1 QUARTERED CHERRY (ALL GRAIN FILLED) QUARTERED CHERRY STAIN, FINISH AND FINALAPPEARANCETO BE SELECTED BY ARCHITECT III IA I C H I I H I V I E fACIlI1Y PLANNING INIERIOGS 0 A R C H I T E C T U R E, P, C .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/2018 FOR BID 61112016 ADDENDUM x 6/11/2018 ADDENDUM 02 x 6/12/2018 ADDENDUM N3 x W-5/2018 FOR RE -BID x 9/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 611212018 ADDENDUM #3 sz 2 6/1112018 ADDENDUM 02 sz 1 61112018 ADDENDUM #1 sz NO DATE I REVISIONS 1131 1ST FLOOR FINISH PLAN & FINISH SCHEDULE 1 SCALE: NOTED DRAWN BY: 5Z CHECKED BY:GG 1AICH111CM1 NC11111 PLANNING I N I i I 10 111 r-INIsH sc:Hr=DULr=l. FLOOR FINISHES NO. MFR TYPE/STYLE COLOR COMMENTS WD-1 ----------------------------- AMERICAN WALNUT 5 INCH BOARD (ALTERNATE WOOD FLOORING TO BE WHITE OAK IN ACCORDANCE WITH SPECIFICATIONS) WD-2 ----------------------------- MAPLE 3 INCH WIDE T-1 FLOOR GRES CHROMTECH/1.0 COOL/2.0 ROC ARGENT T-2 FLOOR GRES CHROMTECH/1.0 WARM/1.0 PEBBLE T-3 FLOOR GRES CHROMTECH/1.0 WARM/3.0 T-4 FLOOR GRES STONTECH/1.0 STONE G REY/1.0 T-5 DALTI LE QUARRY TI LE ARID GRAY OQ42 (2) 6" X 6" CP_l BOLYU CROSSING BL CSG48 DENIM CP-2 BOLYU PATH TILE 5TO34 EBONY 34500 CP-3 MO HAWK CALLANGA 928 TAM NDUA BEIGE V-1 ARMSTRONG COLORART MEDINTONE H5432 REGATTA V-2 ARMSTRONG lCOLORARTMEDINTONE H5329 GRAYED BLUE MID BACKSPLASH NO. MFR TYPE/STYLE COLOR COMMENTS BS-I DUPONT ZODIAQ ASTRAL PEARL 4" HIGH BS-2 DUPONT ZODIAQ COARSE PEPPER 4" HIGH BS-3 FORMICA SOLID SURFACE ALL THAT JAZZ 4" HIGH SOLID SURFACES NO. MFR TYPE/STYLE_ COLOR COMMENTS SS-1 DUPONT ZODIAQ STORM GREY SS-2 DUPONT ZODIAQ MINERAL SS-3 DUPONT ZODIAQ COARSE PEPPER SS-4 FORMICA SOLID SURFACE ALL THAT JAZZ SS-5 IDUPONT IZODIAQ ASTRAL PEARL WALL FINISHES NO. MFR TYPE/STYLE COLOR COMMENTS P-1 BENJAMIN MOORE SEE SPEC TBD P-2 BENJAMIN MOORE SEE SPEC TBD P-3 BENJAMIN MOORE SEESPEC TBD P-4 BENJAMIN MOORE SEE SPEC TBD P-5 BENJAMIN MOORE SEE SPEC TBD P-6 BENJAMIN MOORE SEE SPEC TBD P-7 BENJAMIN MOORE SEE SPEC TBD P-8 BENJAMIN MOORE SEE SPEC TBD P-9 BENJAMIN MOORE SEE SPEC TBD P-10 BENJAMIN MOORE SEE SPEC TBD FRP-1 SEE SPEC SEE SPEC WHITE FOR FRP DETAI LS SEE SHEETA-113 WALL BASE NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WB-1 INTERSTATE LUMBER I L-107 & I L-10 IS PAINTED SEE SHEET A-409 FOR PROFILE WB-2 ---------------------------- EXISTING BASE PAINTED PATCH, REPAIR AND PAINT TB-1 FLOOR GRES CHROMTECH/1.0 COOL/2.0 ROC ARGENT 4" HIGH TB-2 FLOOR GRES CHROMTECH/1.0 WARM/1.0 PEBBLE 4" HIGH TB-3 FLOOR GRES CHROMTECH/1.0 WARM/3.0 4" HIGH TB-4 FLOOR GRES STONTECH/1.0 STONE GREY/1.0 6" HIGH TB-5 DALTI LE QUARRY TI LE ARID GRAY OQ42 (2) 6" HIGH VB-1 JOHNSONITE TRADITIONAL #18 NAVY BLUE 4" HIGH (TOELESS AT CARPET W/TOE @ SOLID FLOORING) VB-2 POHNSONITE TRADITIONAL #292 EVENING SHOWER 4" HIGH (TOELESS AT CARPET W/TOE @ SOLID FLOORING) VB-3 lJOHNSONITE TRADITIONAL #167 FUDGE HIGH (TOELESS AT CARPET W/TOE @ SOLID FLOORING) PICTURE RAIL NO. jMFR ITYPE/STYLE JCOLOR/FINISH COMMENTS ISEE PR-1 1 111-810 PAINTED SHEET A-409 FOR PROFILE WINDOW TRIM NO. MFR TYPE/STYLE JCOLOR/FINISH COMMENTS WC-1 111-794 PAINTED SEE SHEET A-409 FOR PROFILE DOOR TRIM NO. MFR TYPE/STYLE JCOLOR/FINISH COMMENTS WC-1 I L-294 PAINTED SEE SHEET A-409 FOR PROFILE WINDOW STOOL NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WS-1 I L-418 PAI NTED MODI FI ED TO SUIT I NSTALLATION, SEE SHEET A-409 FO R PROFI LE CEILINGS NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS ACT-1 ARMSTRONG ULTI MA TEGULAR 3/4" MODEL (1912) WHITE GRI D-ARMSTRONG SI LHOUETTE XL 1/4" REVEAL 9/16 " BOLT SLOT SYSTEM ALL CUT TILES TO BE FIELD BEVELED ACT-2 ARMSTRONG KITCHEN ZONE WHITE 24 X 24 LAY IN TILE WITH 15/16" PRELUDE SUSPENSION SYSTEM COVE MOLDING NO. jMFR ITYPE/STYLE COLOR/FINISH lCOMMENTS CM-1 ITRI MROC ICTR 912 PAINTED SEE 5 IEET A0409 FOR PROFILE WOOD FINISHES NO. MFR TYPE/STYLE COLOR/FINISH COMMENTS WF-I QUARTERED CHERRY (ALL GRAIN FILLED) QUARTERED CHERRY STAIN, FINISH AND FINALAPPEARANCE TO BE SELECTED BYARCHITECT ARCHITECTUREI P . c .1 RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10571 DATE ISSUE TO PR DIG 4/26/2018 170 FOR 51D 1 6l'112015 ADDENDUM x 611112018 ADDENDUM #2 x 611212018 ADDENDUM #3 x V9/2015 FOR RE -BID x '51612018 FOR PERMIT 4 4 1/'3/2018 COORDINATION "z r 3 611212018 ADDENDUM #3 ez 2 L 611112018 ADDENDUM 02 &Z ]BY 1 61112018 ADDENDUM #1 sz NO DATE REVISIONS 2nd FLOOR FINISH PLAN & FINISH SCHDULE SCALE: NOTEI DRAWN BY: 5Z CHECKED BY:GGI DATE: I - M,4T- 1"I A-112 PROVIDE BLOCKING E AS REQ'D FOR ALL EQUIPMENT INSTALLATION !' , • �MA FRP OVER ADHESIVE OVER %" TYPE "X" GYP BD FRP BOTTOM TRIM CERAMIC TILE BASE T/POWER PLAN /-zzz4o ( ) � �C!� �j �t!�RIC�TIO�NP�LANa Skirts. ` 114 CONSTRUCT I ON/EQUIPMENT FLAN 3CA .E.- /4" = '-0°' MTL DOOR FRAME FRP TRIM FRP OVER ADHESIVE OVER %" TYPE "X" GYP BD rACOUSTICEILING SIVE OVER P BD Ul I: - 111 - 'sue _ L ( 211 i PLAN �.WNI�T"'�'T` FRP CORNER TRIM FRP OVER ADHESIVE OVER %" TYPE "X" GYP BD PROVIDE BLOCKING t AS REQ'D FOR ALL EQUIPMENT INSTALLATION r FRP VERTICAL TRIM FRP OVER ADHESIVE OVER %" TYPE "x" GYP BD RF VERT. TRIM DETAIL NOTES: 1, ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, UDN. 2, REFER TO SHEET A-101 FOR EQUIPMENT 4 LIGHTING SCHEDULE RCWHIM I'AC111111`[ANNING INTERIORS C A R C H I T E C T U R E, e. C .1 545.5 WESTCHESTER AVENUE 914-937-5596 mAdmpaml RIDGE RYE BROOK, r. i 573 DATE ISSUE TO PR DG 4/26/2018 FOR BID 61112016 ADDENDUM 01 x 6/1112016 ADDENDUM 02 x 6112/2018 ADDENDUM "3 x 'U9/2018 FOR RE -BID x 9/612018 FOR PERMIT 4 4 1/9/2018 COORDINATION gz 3 6/1212018 ADDENDUM #3 sz 2 6/11/2018 ADDENDUM #2 sz 1 6/1/2018 ADDENDUM #1 sz NO DATE REVISIONS BY ENLARGED TOILET PLANS, FRP DETAILS I SCALE: NOTED DATE: I-MAY-1-f N M G i I ----------------------1--,::i 1� �j----..------------_._-------------------_.-_ --_------------T-- -__I 11 NOTE: ALL STORM SASHES ARE TO BE REMOVED UNDER THIS CONTRACT, CONSTRUCTION NOTES: GENERAL NOTES:. WATERPROOF OUTLET MOUNT 18" ABOVE WATER TABLE OR PAVED SURFACES. SEE ENGINEERING DRAWINGS FOR LIGHTING SCHEDULE PREMOVE EXISTING SCONCES THIS WALL PATCH AND REPAIR MOUNTING SURFACES. INSTALL NEW SCONCES. MOUNT AT CENTERLINE OF EXISTING WINDOW. aNEW FLOOD LIGHT MOUNT UNDER EAVES. SEE ENGINEERING DRAWINGS FOR LIGHTING SCHEDULE NEW LEAD COATED COPPER CAP. AT CHIMNEY. CAPS ARE INTENDED TO SEAL FLUE OPENINGS RENDERING FIREPLACE INOPERABLE. FREMOVE EXISTING FLAG AND FLAGPOLE AND TURN OVER TO OWNER PATCH AND REPAIR AS REQUIRED. REMOVE ENTIRE WALL AND INSTALL NEW FRAMING, WINDOW, WINDOW SILL AND TRIM. NEW CONSTRUCTION TO MATCH EXISTING AT INTERIOR AND EXTERIOR PROVIDE TEMPORARY SUPPORT AS REQUIRED. PATCH AND REPAIR EXISTING WOOD COLUMNS & BASES SAND PRIME d PAINT. REPLACE ANY ROTTING WOOD. TYPICAL ALL COLUMNS. aPATCH AND REPAIR EXISTING WOOD PANELING. REPLACE ANDY ROTTING WOOD, SAND PRIME t PAINT_ PATCH AND REPAIR EXISTING WOOD WATER TABLE TRIM CAP. REPLACE ANY ROTTING WOOD. SAND PRIME < PAINT_ CLEAN EXISTING BRICK REPAINT WITH MATCHING MORTAR AS REQUIRED. O InL REMOVE EXISTING ROOF AND SUPPORTING COLUMNS ENTIRELY. INSTALL NEW I� ROOF FRAMING, SHEATHING, ICE AND WATER SHIELD (INSTALL OVER ENTIRE ROOF). INSTALL NEW GAF TIMBERLINE ASPHALT SHINGLES TO MATCH EXISTING. PATCH AND REPAIR ALL AFFECTED SURFACES. 12. NEW LEADER TO NEW DRY WELL. MATCH EXISTING LEADERS. 13_ NEW LEADER TO ROOF BELOW. MATCH EXISTING_ 14_ REMOVE EXISTING LEADER PATCH, REPAIR AND PAINT AFFECTED SURFACES. i5. REMOVE EXISTING GUTTER AND REPLACE WITH NEW MATCHING GUTTER PATCH, REPAIR AND PAINT AFFECTED SURFACES_ 16. NEW PT 4X4 COLUMN CLAD WITH AZEK 1i. NEW COPPER CAP. THIS FLUE WILL CONTAIN PIPE FOR BOILER EXHAUST. DO NOT SEAL THIS FLUE. 18. REMOVE ALL BRICKS FROM STAIR AND PATIO. SET ASIDE UNDAMAGED BRICK FOR REUSE. REMOVE EXISTING CONC. BASE AND FOUNDATION. PROVIDE AND INSTALL NEW CONC. BASE AND FOUNDATION MATCH DIMENSIONS OF DEMOLISHED PATIO AND STAIR FOUNDATION DEPTH TO 42" FROST LINE. INSTALL NEW AND REMOVED BRICK MATCH EXISTING WITH NEW. tg.REMOVE EXISTING LouvERs. PROVIDE AND INSTAL L NEW ALUMINUM INTAKE REMOVE ALL EXISTING LEADERS PATCH AND REPAIR MOUNTING SURFACES. LOUVER 2 -@" x 3 -4o FACTORY FINISH WHITE. SEE MEP DWGS FOR FREE AREA. PROVIDE AND INSTALL NEW 4 ALUM. LEADER CONNECT TO NEW DRY WELL �° A SYSTEM WITH STORM SYSTEM SUPPLIED ADAPTERS SS EMPTIES LC� TE LOUVER AS SHOWN. (NSTA L NEW FRAMING, 3/4 P YWOOD SHEATHING, ORM E AD UNLESS LEADER EMP E MOiSTuRE BARRIER AND SIDING:. SIDING TO MATCH EXISThNG. INSTALL NEW ON TO ADJACENT ROOF. SEE SHEET A-401 FOR DRY WELL SYSTEM LAYOUT. FLASHING AND TRIM. INSULATE WALL WITH SPRAY FOAM INSULATION TO PROVIDE (ALL EXISTING LEADERS TO BE REPLACED R-20 MIN. 21. REMOVE EXISTING ALL EXISTING GUTTERS PATCH AND REPAIR MOUNTING 2@. HATCH INDICATES REMOVAL OF SIDING AT 4'-0" AND 1@'-@°' A.F.F. AND BELOW SURFACES. PROVIDE AND INSTALL NEW 6" "OGEE" ALUM. SEAMLESS GUTTER WINDOWS FOR INSTALLATION OF EXPANDING FOAM INSULATION. FOAM TO WITH LEAF GUARD ACHIEVE FULL DEPTH OR MIN R-20. PATCH AND REPAIR ALL HOLES MADE IN SIDING AND REINSTALL SIDING. 28. REMOVE ALL EXISTING EXTERIOR FLOOD LIGHT AND ASSOCIATED WIRING. PATCH AND REPAIR MOUNTING SURFACE AND PREPARE FOR PAINTING. 21. FROM THE EXTERIOR INSULATE BETWEEN DOORS WITH EXPANDING FOAM INSULATION TO ARCHIVE FULL DEPTH OR MIN, R-20. PATCH AND REPAIR MATCH [2S]PATCH AND REPAIR LOCATIONS WHERE SECURITY CAMERAS AND ASSOCIATED EXTERIOR SURFACES TO MATCH EXISTING. WIRING WERE REMOVED_ PREPARE FOR PAINTING. P-11- AUTOMATIC DOOR OPENER ACTUATOR BUTTON ON WALL BEHIND COLUMN 1301 REMOVE EXISTING VENTILATION DEVICE, RECEPTACLE AND ALL ASSOCIATED MOUNTED AT 3'-4" A:FF. WIRING. P-31 INSTALL NEW 1'-0" X 1'-014 EXHAUST LOVER AT SIDE OF DORMER SEE M.E.P. 31. REMOVE ANY AND ALL APPURTENANCES, WIRING ETC. AT EXTERIOR WALLS. DRAWING. FACTORY FINISH WHITE REMOVE TEMPORARY PATCHES FROM DEMO WORK AND PATCH AND REPAIR SCRAPE OFF LOOSE PAINT, SAND, PATCH AND REPAIR ALL SURFACES AND 24. INSTALL NEW FULL WINDOW. INSTALL IS SMALLER THAN EXISTING OPENING. SIZE PREPARE FOR PAINTING - REPAINT, NEW PAINT COLOR TBD. IF ANY AREAS OF F OPENING AS REQUIRED. INSTALL NEW SHEATHING, SIDING HOUSE WRAP, ROT ARE FOUND NOTIFY ARCHITECT BEFORE REPAIR FLASHING AND TRIM. TRIM TO BE CELLULAR PVG AND MATCH EXISTING [32]NEW THIN -BRICK ON PLYWOOD ON MTL STUD CHIMNEY TO MATCH EXISTING SEE Pill FOB READER FOR ENTRY SECURITY MOUNT AT 3'-4" OR ABOVE AUTOMATIC DETAILS SHEET A-110 DOOR OPENER SEE DOOR SCHEDULE AND HARDWARE SPEC, GIECLAIR -- 1, THIS PROJ CT HAS BEEN IDENTIFIED AS CONTAINING HAZARDOUS MATERIALS, INCLUDING (BUT NOT LIMITED TO). ASBESTOS CONTAINING MATERIALS (AGM'S) AS WELL AS LEAD BASED PAINT (LBP) ALL INVOLVED PARTIES SHOULD REFER TO THE COMPLETE CONTRACT DOCUMENTS, ASBESTOS INSPECTION REPORT AND THE LEAD -BASED PAINT INSPECTION REPORT PREPARED BY HYGENIX, INC, INCLUDED AS A PART OF THE PROJECT SPECIFICATIONS FOR FURTHER INFORMATION. 2. ANY WORK THAT WILL INVOLVE DISTURBANCE OF LEAD -BASED PAINT CAN BE PERFORMED BY AN EPA CERTIFIED CONTRACTOR OR FIRM THAT HAS AND EPA RRP (RENOVATION, REPAIR AND PAINTING) CERTIFICATION OR CHECK WITH LOCAL AGENCIES FOR THEIR REQUIREMENTS 3. REMOVE ALL EXISTING WINDOWS, STORE( WINDOWS, SCREENS AND ASSOCIATED TRIM. FOLLOW REQUIREMENTS FOR DISPOSAL OF MATERIALS CONTAINING LEAD. THIS PROJECT INCLUDES THE COMPLETE REMOVAL OF EXISTING FENESTRATION SYSTEMS, INCLUDING ALL DAMAGED OR DEGRADED BLOCKING AND FLASHINGS. ALL NEW WINDOW UNITS AND THEIR INSTALLATION SHALL MATCH REPLACED WINDOW UNITS AS DELINEATED IN THE CONSTRUCTION DOCUMENTS. 4. INSTALLATION OF NEW WINDOWS AND/OR DOORS SHALL INCLUDE ALL ROUGH BLOCKING, TRIM AND NEW FLASHINGS. TRIM SHALL MATCH EXISTING REMOVED TRIM. 5. PATCH AND REPAIR ALL WALLS DAMAGED AS A RESULT OF THE WINDOW REPLACEMENT WORK 6. EXTENSION JAMBS SHALL BE PROVIDED AS REQUIRED. i. NOTIFY ARCHITECT OF ANY CONSTRUCTION OR ELEMENTS THAT WOULD OTHERWISE INTERFERE WITH A COMPLETE, THOROUGH AND WORKMANLIKE INSTALLATION OF THE NEW FENESTRATION SYSTEM_ 10111CH11 4C111111`1ANNING INIiI101S A R C H I T E C T U R E I P, C .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 19573 914-937-5596 Le 0 b 1. 1 i RIDGE RYE BROOK, si. 10571 DATE ISSUE TO PR DG 4/2612016 FOR 51D 61112018 ADDENDUM "1 X 611112016 ADDENDUM 01 X 611212018 ADDENDUM "3 X V9/2018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 1/13/2018 COORDINATION sz 3 b/1212018 ADDENDUM "3 5z 2 6/11/2018 ADDENDUM "2 1 161112018 ADDENDUM M 5z NO DATE REVISIONS BY EXTERIOR ELEVATIONS. PROJ1 NO. 21(o 18 SCALE: NOTED DRAWN BY: SZ CHECKED BY:GG F N DATE: 1-MA"r -1-1 Am200 01011 FN15HE0 FLo01 Y KJ I' CLCx. M 0'_0 NIS�{FD FLOOR _0'-/yell �` FIN15HED F ,•,.,.,n Ir,l .�.i Oil FINISH h.IG'tAI 1 H]/1PIICt AG G11^11LI It - NEW 1E11i e -4s04 � ,�_.EVA�TIO�NIO(o P-11 P-10 P-01 P-15 r { �l --_NJ tB-3 H.C. HEIGHT AT ONE URINAL ME, ►\MINI TB-2 '1 15 ES 4"ELEVATION 201 5" P-04 P-01 P-03 P-02 P-01 P-10 P-18 7mP-04 P-11 P-02 P-Ol P-08 - P-05 / P-26 P-06 P-05 P-16 Q m — P-21 TB-1 1�14 � TS-1 ,45 u VAT I ON 110 FT -011 FINISHED FLOOR (0' 011 "+ FIN15HED F 01011 FINISHED 1 L 4. �4YATI�ON21�1 + (� 01-(0 FINI51 01011 FIN155HED FLOOR STALL DOOR IN OPEN POSITION INSTALL POCKET AS SHOWN IF STALL DIVIDER SHOWN ACOUSTIC TILE AT 13'4" AP.F, FOR REFERENCE P-02 COVERS WINDOW TRIM. WC-1 OBSCURED GLASS P-01 --------- -------- —-------F-------- KEY�TALEVATT 10N 110 •0 PARTITIONS SHOWN EXIST. WALL TO BE FOR REFERENCE FURRED OUT (SEE CONSTP. PLAN) II I{ { { P 10 I P-06 P-I6 I I P-26 I I{ I �" -1 -3 _00'-011 FINISHED FLOOR 125 4V�4`ION 201 1� 1!�N !j�EVATION 211 01-011 "} FINISHED FLOOR 1 No12 J. VA ION 201 OBSCURED GLASS O01011 RN15NED FLOOR 18 5 11 1..m V,AT10N 211 m RuM 4, ccl >a I Q m P-26 TB-3 P-21 NOTES: 1, STALL DIVIDERS IN DASHED LINE ARE 6401M FOR REf"IRENCE WEST ELEVATION 1O(o OBSCURED CLASS P-I1 P-16 P-06 0' — U'I � FiN15+�E0 �>_aoR E1 Flo- �j /j TB-2 P-OS GM-1 P-01 P-11 P-06 P-16 P-24 P-03 { I / 1 C i ( 8" F'-05 P-22 @ D 4N � E\/ATION 211 10C WHI HE NCI 111V PLANNING INTERIORS �J ARCHITECTURE, PC 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 DATE ISSUE TO PR DG 412612016 FOR BID fo/112018 ADDENDUM 11lil X 611112018 ADDENDUM *2 X 6/12/2018 ADDENDUM *3 X 1/9/2018 FOR RE -BID X 9/b/2015 FOR PERMIT � 4 4 1/9/2018 COORDINATION sz 3 6/12/2018 ADDENDUM "3 sz 2 6/11/2018 ADDENDUM 02 sz I 161112018 ADDENDUM "1 sz NO DATE REVISIONS BY SCALE: NOTED DRAWN BY: 5z CHECKED BY:GG DATE: 1—MAY-1-1 RRCIll IiEf1Ill AE fACIlI1V PIANNING INiER10&S FL EXIST GLG CENTER It 10,4011 EXIST CLG 011 T FIN FL 6» GLG 2 y2 6 P-@9 WE5TMELEVATION I01 _ U ,— Q !}�j 5OUTH ELEVATION 120 I L WAX. /4" a 11-011 Noel Im -101-611 EXISTJif-'AINFMROM P-01 STRIP EXISTING TILE AND FIREPLACE t PREPAI e SURFACE FOR REFINISHING +�O'-Olt . FIN FL EXISTING WD RAILING TO REMAIN. PATCH AND REPAIR RAILING AND ALL ASSOCIATED TRIM, AND PREPARE FOR PAINTING NEW WOOD RAILING SET IN FRONT OF NEW GYP —� ep WALL. MATCH EXISTING RAILING AND TRIM. 13_ ( NEW WOOD PANELING MATCH EXISTING. PATCH AND REPAIR EXISTING COLUMN AND PREPARE FOR PAINTING 5F. REMOVE EXISTING PANELING AND INSTALL NEW AS SHOWN F -1 CENTER OF EXISTING BRICK FIREPLACE AND FIREBOX TO BE RECONSTRUCTED. ENTIRE FIREPLACE TO PATCHED, REPAIRED AND REFURBISHED, SEE ADDENDUM M FOR ALLOWANCE. Ex(5T G— LG P-@1 PARTIAL 5OUTH J I SCALE: /4" _ 1-011 P-01 EQ L, EQ / I1C//��1 4 11 EXIST GLG ALIGN P-@1 P-@9 P-09 P-01 P-06 WE6T nELLEVATION 102 rnri+r /+.nre+\ YM1nttir YY All- 2 EXIST GLG ++ 0'-O„ FIN FL .+0-� IN FL + YJ1_oil FIN FL P-02 WEST ELEVATION 120 12 _;,ELEVATION �� t STOCK CASING �+0-O, FIN. FL. Ic ILI, U�—= 5-02 U P-@2 L V4TION 101 105 THERMOSTAT SEE ENCzINEERING DRAWINGS 9 NOfi�N ELEVATION 1O2 9'-0 GLG M + 01-01, FIN FL + 0,_O„ FIN FL �EVATION 101 1-� n Ex15T — cLG 0 OI- Oil FIN. FL. sScC? �E ATl0 11a1_ P-03 EXIST GLG P-02 P-@9 NOTE: STRIP EXISTING PAINT AT ALL TRIM AND PANELING: PATCH AND REPAIR AND PREP FOR REPAINTING GLG X/ f FIN PL P- ION I >OOR vr- c�vctK ,�c. i UATOR Um oil' I' 1110�lii II nom VARIE5„j--, 103 5OUTH ELEVATION 101 1 all -Oil 0 ARCHITECTURE, PC,� 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-55:96 i i DATE ISSUE TO PR DG 4/26/2018 FOR BID 61112018 ADDENDUM M X 611112018 ADDENDUM *2 X 6112/2018 ADDENDUM #3 X 1/S/2016 FOR RE -BID X S/6/2018 FOR PERMIT 4 4 COORDINATION sz 6/12/2018 ADDENDUM *3 sz 6/11/2018 ADDENDUM *2 sz LNOi 6/1/2018 ADDENDUM *1 sz DATE I REVISIONS BY PROJ I'll 21(o15 B RED ARC SCALE: NOTED DRAWN BY: SZ 4 Q CHECKED BY:GG F NE`N DATE: I -I"L4Y -11 A�301 STRIP EXISTING: PAINT AT ALL TRIM —� 10CHIIHIM 4LI1I1Y PIdNNING INTERIORS Exist cLG EX15t CL.C-� O .'i � J 1.0. COVE [� + O'_Oii `} FIN FL STRIP EXISTING PAINT AT ALL TRIM v Yvvl"� OPENER ACTUATOR EXISTING PLASTER CEILING IS TO BE REMOVED THIS ROOM AND REPLACED WITH NEW TO MATCH EXISTING CURVATURE. INSULATE BETWEEN EXISTING ROOF RAFTERS WITH SPRAT FOAM INSULATION R-38 MIN. OR FULL DEPTH. REPAIR EXISTING FOUNTAIN. REPLACE PUMP AND INTERNAL WORKINGS AS REQUIRED. SAND AND PREPARE EXTERIOR SURFACES AND REPAINT. 101 P-�15 100 �l 3�NO � ® EVATION 104 ,m, 6i1ii _ 8-13 B.O. STRUCT NEUJ GLG 6" / r TYP 01-011 cfJ \ 105 2 -3 4 -1 _,0 0" � FIN FL 0 SUSPENDED ACOUSTIC TILE CEILING SEE RCP AT-2 � ST � V,AT 1 ON 114 SUSPENDED ACOUSTIC TILE CEILING SEE RCP AT-2 L-30 r r� \ U\\ 103 TB-' 5OUTH ELEVATION 114 ull SCALE: /4" _ '-0" IG O ��O -OFI FIN FL `F' EX15T CL___ eG IO'-O" Y T.O. COVE THERMOSTAT eaaaa AL IGN / / 6„ 101 VB-2 1O �jLEE 4 ��4V TION 115 REPAINTED AND REPAIRED AS REWRED AND REINSTALLED EXIST G EXIST C 10 O" MODIFY EXISTING PANEL THAT THE BOTTOM RAIL ABOVE NEW ACRYLIC St SURFACE STRIP EXISTING PAINT AT ALL TRIM AND PANELING PATCH AND REPAIR AND PREP FOR REPAINTING NEW CURVED PLASTER CEILING MATCH EXISTING. INSULATE BETWEEN JOISTS W1 SPRAY FOAM INSULATION TO ACHIVE FULL DEPTH OR R-38 MIN. lC all Eil El® INSULATE BETWEEN ALL DOORS FROM THE EXTERIOR W/ P-06 P-04 EXPANDING FOAM INSULATION MIN R-20 OR FULL DEPTH. P-02 P-03 PATCH AND REPAIR EXTERIOR SURFACES TO MATCH EXISTING. ��TV�A.TION 1O4 0 NO TE�EVATION 114 SUSPENDED ACOUSTIC TILE CEILING SEE RCP SI (0,ii NEIU CLG + O-Oil�--- ' OD VAT�10N�11��, P-02 9 A-40i 2 WESTELEVATION 104 SCALE-, /4„0 -Ex I5T-F ;=XIST GLG -011 T,O, COVE STRIP EXISTING PAINT AT ALL TRIM PATCH AND REPAIR AND PREP FOR REPAINTING 40li It B.O. StRUGT NEW CLG THERMOSTAT ELECTRIC PANEL IN WALL HEATER \ u \ 61 % 0//y FIN IFL 101 SUSPENDED ACOUSTIC TILE Q, (0,,11 CEILING SEE RCP AT-1 / \ \ / a +0-r�" \ / " FIN FL VB_2 108 L� VAT I ON 115 o ri WC- FRP- TB-r✓' S �&LN�VATION 114 p— r_,iti '�-' NEJ 'lW GL+ + 01-011 FL POCKET AT WINDOW SUSPENDED ACOUSTIC TILE CEILING SEE RCP AT-2 SOFT � E VAT I ON 115 ARCHITECTURE, PC.� 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 DATE ISSUE TO PR DG 4/26/2018 FOR BID 61112018 ADDENDUM M X 611112018 ADDENDUM 02 X 6112/2018 ADDENDUM #3 X 1/9/2018 FOR RE-81D X 9/6/2018 FOR PERMIT 4 4. 1/13/2018 COORDINATION sz 3 611212018 ADDENDUM *3 sz 2 611112018 ADDENDUM #2 sz 1 61112018 ADDENDUM *1 sz NO DATE REVISIONS BY INTERIOR ELEVATIONS SCALE: NOTED DRAWN BY: SZ CHECKED BY: GG DATE: 1-M,4 T--1-1 NOTE. STRIP EXISTING PAINT AT ALL EXISTING TRIM AND PANELING PATCH AND REPAIR AND PREP FOR REPAINTING hCH111CIM 4fI1I1Y PLANNING INiEAIORS fill NEW cL� T.O. WALL D -U,l F1N FL SUSPENDED ACOUSTIC TILE CEILIWj SEE RCP AT-1 � / 1 �ll it NEW CL� Oil 4 FIN FL - ujlNroui / FURRED BEHIND NEw GYP BD —N11 1 211 i i 16 IF- a WB-1 Ny 216 212 213 + O'_o„ —FIN FL 9 AT' 21� � F1N FL 212 FUR WALL OUT WITH 2�" MTL STUDS 16" OL. �- PASS THROUGH PLATE P-10 �— ACROVYN 4000 5" CHAIR RAIL PROVIDE 5LOCKING FOR MOUNTING 51114IGH PLATFORM P- i0 P-s02 `��' FX15T CLG t�0 -011 `�' F1N FL EX15T CLr, P-02 INFILL EXISTING DOOR OPENING FIN FL FIN FL POCKET AT WINDOW SUSPENDED ACOUS' CEILING SEE RCP ( i NEW Cl +0-. FIN FL 3 EA- • ELEVATION 11(o PASS THROUGH PLATE 8'-2" _ T.O: WALL p ❑DE ❑EIEI 111111 ❑1-1❑ ai4 213 Ic N + I- Oil FIN FL 11 0 4�-4 , lEV ATI02 21(o an 5O�1T� ��V4TIO� 11t 0 -1 u � 6 VAT I Oil 213 EXI5T GLG YN 4000 511 CHAIR ROVIDE BLOCKING )UNTING L-13 RELOCATED MANTEL 1 v STRIP PAINT AND PREP FOR REPAINTING 1 1 P-10 ( INFILL EXISTING 1 I DOOR OPENING 1 L-131 --.__ - _, L-1 I If- P-10 lo �1 1 -®6 A IGN L HOLD DIMENSION EDGE OF NEW GRANITE SUBWAY TILE COLOR TBD HEARTH WITH EDGE OF TILE BOARDER PAINT INSIDE OF OPENING BLACK 1�0'T �LEVA�TIO�NI�00. + 0'-0r! FIN FL '41-" FIN FL 0 WB-1 6-2„ 5OFF FIN FI ACROVYN 4000 5" CHAIR RAIL PROVIDE BLOCKING FOR MOUNTING D�&A T-@ VAT10N 21( �I En A&& t! la/11 IP_1 !. I=/1a GaC AY=a RAIL PROVIDE BLOCKING FOR MOUNTING ; WE5 V,�TIO�I 213 5O� T �E VAS' I vN 213 ACROVYN 4000 511 CHAIR RAIL PROVIDE BLOCKING FOR MOUNTING TV BY OTHERS G.C. TO PROVIDE AND INSTALL BACK BOX, BLOCKING AND ELECTRICAL. 8-10 a 2i3�0 Ei FIN FL INFILL EXISTING DOOR OPENING 12 x ��E.VATION 21(o �9 INFILL EXISTING DOOR OPENING `+ FIN I-L NOTE: STRIP EXISTING PAINT AT ALL EXISTING TRIM AND PANELING PATCH AND REPAIR AND PREP FOR REPAINTING ARCHITECTURE, PC,t 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 i DATE ISSUE TO PR DG 4126/2018 FOR 51D ZZ to/7/2016 ADDENDUM f0l X 6/1112,a18 ADDENDUM 02 X 6/12/2018 ADDENDUM *3 X 1/9/2018 FOR RE-81D X 9/6/2018 FOR PERMIT 4 4 7/9n018 COORDINATION sz 3 6/12/2018 ADDENDUM *3 sz 2 6111/2018 ADDENDUM 02 sz 1 6(1/2018 ADDENDUM *1 sz NO DATE REVISIONS IBYJ INTERIOR ELEVATIONS PROD NO.:21ro15 AAll `''F SCALE: NOTED DRAWN BY: 5Z CHECKED BY: GG DATE: I —MAY —1-1 Am303 EXISTING FIRSPLACE STRIP PAINT AiCHIIECIUIE fACIIIII PIANNING INIERIORS AND PREP FOR REPAINTING P-10till P-10 XP-08 0°" _ N W � EXIST GLG �'-0„" 411�EUJ GLC NEW GLG NW GLC� P-01 NEW GLCx ---- 3 n L-8 P-02 ❑❑� 2 10 4 X8 X/4 PLYWOOD au MOUNTED TO WALL WC-1 \ P-02 t \ \ � i i 2'-10" '-10" \ WS-1 �_01 1�-03 ; I , ` ARCHIIECIURE, PC. 222 P-02 P-04 1 VB-1 P-03ell s: ss :a / P-04 L 1 +0'-0° +_Oil +�'-�, � +� 0" +�-o° 545.5 WESTCHESTER AVENUE FAN FL '�' FIN FL � FIN FL `t FIN FL `�' FIN FL 0i P-02 EXISTING COLUMN STRIP PAINT AND PREP FOR RYE BROOK, NY 10573 REPAINTING WEST E`ELEVATION 210 E�VATI0N 21O �6EVATION 210 �u�ST �L�V,�TION 2�2 914-937-5596 P-m2 a-1� P-ra8 P-0� IST GLG 8-13 91' '4J ]=X - Vx_ ST CL?rs E'X-IST GLG P-02 P-02 CRAWFORD MANSION f I I P-02 C�� P-m2 ❑ �[] P->a2 ❑� EEL] WC-1 I j WC-1FU P-03 P-03 P-02 o u O I ( � 3201 P-03 34 3 Trz P-01 'F' oi-oll it, iiiiia 122 N RIDGE ST FL FIN FL AGROVYN 4000 5" CHAIR ACROVYN 4000 5" CHAIR ACROVYN 4000 5" CNAIR P-0'i RYE BROOK, NY 10573 RAIL PROVIDE BLOCKING P-02 P-02 RAIL PROVIDE BLOCKING RAIL PROVIDE BLOCKING FOR MOUNTING FOR MOUNTING FOR MOUNTING cl '.T� t i.EVATi0>�1202 - A �n �6� VATION 202 S 50 T &E.VATION 202 DATE ISSUE TO PR DG EXISTING FIREPLACE STRIP 412612016 FOR BID EXISTING PAINT AND PREP RECESSED POWER AND P-08 P-08 FOR REPAINTING P-00 P-08 6lU2018 ADDENDUM �'1 X DATA CONNECTION FOR TV P-05 B-10 8-13 „„ ELECTRIC PANEL P-05 6/1112018 ADDENDUM *2 X g -6 9'_6 P-05 ��_� P-05 `�' EXIST CLGi "�' Fx15T GLC� "�' Fx18T GLC� �f EX(5T GAG - 6112r2018 ADDENDUM �'3 X 1/9r2018 FOR RE -BID X P-02 Q� �❑❑ �� 9r6r2018 FOR PERMIT 4 P-02 ❑�� ❑�� P-03 P-02 \ P-02 P-02 Ll P-02 EXISTING BENC1-I STRIP EXISTING PAINT n� �❑� �� 3�� P_01 \ \ {�-03 o P-10 AND PREP FOR REPAINTING. REMOVE 4 1 P-01 AND REPAIR EXISTING GRILL STRIP P-04 3ir AND PREP FOR REPAINTING 23) 29 P-01 �l / - P- P-02 sat 0'-oil cv + 0'-01 + �'.. 0j a cv + KJ 'oil mum. i � FIN FL FL m `4' FIN FL `� FIN FL ACROVYN 4000 5 CHAIR 03 ;zy ACROVYN 4000 5" CHAIR RAIL PROVIDE BLOCKING `' /'� /� 1`OR MOUNTING * � /^���� '�� f /�:7/�� / -}- � 1/�yRAIL PROVIDE BLOCKING Y ATIVN 2O 1�lV��0M 2S01 } �42 Y 1 ©IVSUFOR MOUNTiNCs ��EV�TION 205 _ '_®= 11_ P-02 eiW� NEW PLASTIC LAM CABINETS. CABINET 8-13 EXiVS(, 80XES FROM 4" PLYWOOD. COLOR TBD , � g _0 x "�' NEIU GLC "� EXIST GLG � cLG �' FXI51 GLG `� EX(51 GLC P-02 P-31 _��P-02 WC-1 P-30 P-01 WC-! P-03`__ _ . _ P-02 P-03 jj P-01 llJS-1 P-0! ❑LJ P-0) WC-1 P-01 BS-3 P-02 1/7 u ❑� 5 1 t WG-1 �L� WG-1 / WS-1 �� � SS-4 t► I( 2i0 25 - GFI GFI $ � CA N VB—I M — �-- — — —� — — — — vB_i V15-1 -Ol t f E 0 \ ! I -�+F�t� -�D'-O"v FINOFL' -011 oil[ Y FINOFL {� 01`4' FIN FL `�' FIN FL FIN FL FL VS-1 INFILL BELOW WINDOW AND INSTALL VB-1 NEW GYP BD SPACKLE AND PAINT 4 7/9/2018 COORDINATION sz BU SCASELEVATION 3 6112/2®18 ADDENDUM »3 sz SL VATION 2O 1SOT 2JV�ET��V�ATIQ�N2 �L�VTION 20(o AN NORTH ELEVATION 201 KE: t4 _ - 2 &,"0 ADDENDUM #2 szSCA.=: "_0r 6n12018 ADDENDUM #1 sz _� NO DATE REVISIONS BY lilt 9t (flit Y NEW CL `�' NEW GLG `f NEW GLC� EXIST GLG �' EXIST GLCz WC-1 WC-1 WC-1 INTERIOR ELEVATIONS P-02 111❑ 1=_3 P-02 P-02 P-02 ® —01 �� UlC—! P-01 P-03 P-03 / \\ P-03 P-01 P tUS-1 P-04 g P-m4 \ P-04 23 PROJ NO.:21618 V5-1 - V15-1 vB-1 \ VB-1 V5-1 �5� Ch, \ c7 fi SCALE: NOTED \ / `� � ��' DRAWN BY: S + 0'-011 + 0'-0" + 0'-O" + 0'-O" + 0'-0" + 0'-<O' * * Z 0--.- -� FIN IN FIN FL ''�' FIN FL "Y FIN FL 4' FIN FL ' `�-' FIN FL 0 FIN FL 22i 4 , CHECKED BY:CG-c fr NEB 1 E, ST ELEVATION 201 2O SOUTH �LEVATION 20� 21 u��ST �L�V,�TION 2O� 22 NO'�TI �LEV>A1ION 2O' �A&�6EVATION 2O11 SO�T� �L�VATION 20� DATE: 1-M��--1� r _ _ -0 / 0 23 2 �x: NOTE.. Am304 STRIP EXISTING PAINT AT ALL EXISTING TRIM AND PANELING PATCH AND REPAIR AND PREP FOR REPAINTING IA I C H I fiCl U i E 4LIlI1Y P[AN NING INiER10&S EXIST GLC� y „7 ' 0,-Oj, V>3-2 (DWL_�,EVATION 112 NEW GLC� P-02 P-03 WC-i iR8 WS-f 0 WIN Fo �` E'W CLG Ill ST « 4VVAT 10N 211121 GM-f L-15 L-15 aeo a 1� FIN FL EXISTING TRIM SAND AND — PREPARE FOR PAINTING NEW l " DIA OAK RAIL (BOTH SIDES OF STAIR) WITH ADA COMPLIANT MOUNTING HARDWARE AT 5'-0" O.C. MAX. MOUNTING HARDWARE TO HAVE BAKED ON BLACK FINISH. STAIN AND FINISH RAIL WITH 4 COATS CLEAR POLYURETHANE. ! I f ! f ! I I EXISTING PANELING NEW WOOD GUARD RAIL. GUARD RAIL TO MATCH EXISTING. (A SECTION OF RAILING WAS SET ASIDE AFTER DEMOLITION) HEIGHT TO BE 42" AFF. ADD NEW RAIL AT FLOOR L-1S L-15 WS-1 - INFILL BELOW WINDOW AND INSTALL NEW GYP BD TAPE SPACKLE AND ALIGN WITH EXITING WALL SURFACE T� VATION 2O8D�E: 14« a '-r�« m O NEW GLG FIN FL EXIST GLG IN WALL "EA' _.,_._o�-oll IN FL NEW. GLCx FL 106 VB-2 EAST ELEVATION 112 (j>�CF�!I�EVATION 21 N N EXI _+ 0 FfN FL _ j� ��LE�VA�TlllN 112 —� �« ELEVATION 21 FIN FL , NEW GL FIN FL `— NEW WOOD GUARD RAIL. GUARD RAIL TO MATCH EXISTING. (A SECTION OF RAILING WAS SET ASIDE AFTER DEMOLITION) HEIGHT TO BE 42" A.F.F. ADD NEW RAIL AT FLOOR. P-01 EXISTING TRIM SAND AND PREPARE FOR PAINTING P->a2 REMOVE EXISTING WOOD HANDRAIL AND INSTALL NEW 115" DIA OAK RAIL (BOTH SIDES OF STAIR) WITH ADA COMPLIANT MOUNTING HARDWARE AT V-0" O.C. MAX.. MOUNTING HARDWARE TO HAVE BAKED ON BLACK FINISH, STAIN AND FINISH RAIL WITH 4 COATS CLEAR POLYURETHANE. T VATION 208 13 SCALE• 4" _ `-m« ARCHITECTURE, P.C�' 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 DATE ISSUE TO PR DG 4/26/2018 FOR BID 6/112016 ADDENDUM *1 X 6/1112016 ADDENDUM *2 X 6/12/2018 ADDENDUM *3 X 1/9/2018 FOR RE —BID X 9/6/2016 FOR PERMIT 4 4 1/912018 COORDINATION sz 3 6112/2018 ADDENDUM *3 sz 2 6111/2018 ADDENDUM *2 sz 1 6/l/2018 1 ADDENDUM *1 sz INOI DATE REVISIONS BY SCALE: NOTED DRAWN BY: 5Z CHECKED BY:GG DATE: I-1" AY-1 ♦ '. •ilipio, amo t 40TE: STRIP EXISTING PAINT AT ALL EXISTING TRIM AND PANELING °ATCH AND REPAIR AND PREP FOR REPAINTING SCA.E: 3 I " ( I -o" + 28'-0"+ T.O. ROOF + 20'-3"� ATTI� + 11'-10" 5Ec01v> E) FLOO + 0 011 FIR5T FLYUJ/0TF, r- L- I L----- I (DjEu�T q6 + 11'-10"± —S�GOND FLOOR FiRaT FLOOR NEW CONT. 3/4" CELLULAR PVC TRIM EXISTING ROOF BEYOND + 34'-8"k T.O. ROOP _ + 23'-O°_+ AT�"IG '1' + 11'-10 INV ( iELLA- R Q�LE�-jl,1� NEW GAF TIMBERLINE 25 YEAR SHINGLE ROOFING: TO MATCH EXISTING OVER WATER AND ICE MEMBRANE (ENTIRE ROOF SURFACE) OVER NEW" EXTERIOR GRADE PLYWOOD SHEATHING NEW COPPER FLASHING WRAP WATER AND ICE MEMBRANE OVER ROOF EDGE UNDER FLASHING NEW ALUMINUM GUTTER MATCH EXISTING NEW 2X6 ROOF EDGE CLAD IN /4" CELLULAR PVC TRIM BOARD NEW (2) f3/4" X lV4" WD SEAM CLAD IN Y4" CELLULAR PVC TRIM 50ARD NEW 4X4 PT, WOOD POST CLAD IN :Y4" CELLULAR PVC 50ARD NEW 5" THICK CONC, SLAB ON GRADE W/ 6X6 W IAXWIA WWF OVER 4" COMPACTED CRUSHED STONE OVER WELL COMPACTED SOIL. SIMPSON GALV. METAL RAISED POST ANCHOR y" PREFORMED EXPANSION FILLER NEW 18" 0 CONC, FILLED SONG TU5E FOUNDATION FOR POST TO 42" BELOW GRADE. --. „711-^-w >r a e cousrRucTloN NotEs: m2X8 WD CROSS TIES AT EACH ROOF JOIST. 22. SPRAY FOAM INSULATION BETWEEN EXISTING ,JOISTS 6 ENTIRE J ATTIC. DEPTH TO ARCHIVE R35 MIN, OR FULL DEPTH. T5/s" TYPE 'X' GYP. BD. ON 2X6 WD FRAMING 9 16" O.C. MATCH ANGLE OF EXISTING ROOF ,JOISTS AT OPPOSITE SIDE. [-4] ALL EXTERIOR WALLS ARE TO RECEIVE SPRAY FOAM INSULATION TO ARCHIVE FULL DEPTH OR MIN R-20 AT LOCATIONS WHERE WALL CAVITY IS ACCESSIBLE FROM THE INTERIOR. WHERE WALL CAVITY IS NOT ACCESSIBLE FROM THE INTERIOR EXPANDING FOAM INSULATION IS TO 5E USED. ACCESS TO WALL CAVITY 18 TO 5E GAINED 5Y REMOVAL OF SIDING 50ARDS AT THE EXTERIOR OF THE BUILDING AND DRILLING THROUGH SHEATHING. SHEATHING TO 5E PATCHED AND REPAIRED. SIDING TO 5E RETURNED TO ORIGINAL CONDITION. 5] L] %" TYPE 'X' SUSPENDED GYP BD. CEILING SEE RPC FOR EXTENT SEE ALSO DETAIL 9/A404 . Fgl, SUSPENDED ACT CEILING SEE RCP FOR EXTENT. FI HR RATED CEILING AT UTILITY ROOM. (2) LAYER'/s" MOLD/MOISTURE RESISTANT TYPE 'X' GYP. BD. ON EXISTING WD FLOOR JOISTS- Fa- NEW TGI FRAMING PLYWOOD SU5-FLOOR AND FINISHED FLOOR. SEE STRUCTURAL DWGS FOR FRAMING. 1--5-1 EXISTING CONSTRUCTION TO REMAIN. pol s/s" USG MOLD TOUGH TYPE 'X` GYP. 5D. ON EXISTING WOOD JOISTS. CLAD ALL EXPOSED WOOD SEAMS W TYPE 'X' GYP. 5D, TAPE AND SPACKLE il. NEW FLOOR JOISTS W/ 5/s" TYPE 'X' GYP. 5D. CEILING AND NEW ATTIC FLOORING. SEE STRUCTURAL DRAWINGS FOR FRAMING. 12. %" TYPE 'X' GYP BD ON NEW TJI FLOOR FRAMING. SEE STRUCTURAL FOR FRAMING. 11-3-1 INSTALL FIR BLOCKING AT ALL NEWLY OPENED WALLS PER CODE_ 14. NEW 5" THICK SLA5 AT ENTIRE CELLAR LEVEL WITH CONTROL JOINTS AT 10'-0" O.C. EACH WAY WITH foX(o-W1.4 X W1.4 ULM OVER GRIFFOLYN TYPE 65 VAPOR RETARDER OR EQUAL OVER 5" OF COMPACTED CRUSHED STONE ON CLEAN COMPACTED SOIL `� 1`� ll i 1 1'i-^`'`r--- s� �'•�--1 11._.---- i tt�r. �f= I S 1 r 15. LOAD 5EARING WALL NEW LVL SEAM SEE STRUCTURAL 1'f. CUT ENDS OF EXISTING ,JOISTS FLUSH WITH EXISTING WALL. Llw IAICHI IHIURI I"AC11111 PANNING INIER101S ARCHIIECIUREI P.Ce1 545.5 WESTCHESTER AVENUE 914-937-5596 ! ! ! RYE BROOK, 10573 DATE ISSUE T4 PR DG 4/26/2018 FOR 5I1) 61112018 At)DMUM I X 611112016 AEVENDUM "2 X 6/12/2018 ADpENDIU'1 *3 X V-5/2018 FOR RE-51p X 9/6/2018 FOR PERMIT 4 4 1/13/2018 COORDINATION 6z 3 6/12/2018 ADDENDUM *3 sz 6/11/2018 ADDENDUM +"1 sz 1 L2 (0/1/2018 ADDENDUM *1 sz NO DATE REVISIONS mimomm BY SCALE: NOTE} DATE: I-MAY-1-1 /n 1 " A1-1 -- thaw IA I C H I If CH RE fAfIl11Y PIANNIN6 INTERIORS 1211 RADIUS 3" MIN. y4" THK PLATE SEAL TRI=ADS AND INTERMEDIATE WELDED TO CLOSE '\ LANDING WITH LITNI-TEK 3500 LONG. SEALER OR EQUAL STRINGER END, CONCRETE SLAB ON STEEL DECK (SEE STRUCT. DUJGS) FIRST FLOOR SUPERGRIT 1215F ABRASIVE NOSING --® AT ALL TREADS AND LANDINGS A d 4 d d i 7 FIN. FL AND 3/4" PLYWD ON 2X4 FRAMING. ALIGN WITH FIN FL, AT ADJACENT ROOM. 3/ 11 PLYWD ON Y4" X 6" LVL , 041STS * 16" OC (2) LAYERS TYP 'X' GYP_ BD. GUARD ROILING TO EXTEND I'-0" PAST WINDOW GLAZING CURVE RAILING BACK, INTO VERTICAL ALIGNMENT WITH STAIR STRINGER EXISTING CONSTRUCTION RADIUS 3" MIN, P2" 0 HANDRAIL PROVIDE BLOCKING AS REQUIRED FOR MOUNTING 12" CHANNEL STRINGER 1 11/2 " CONCRETE INFILL W/ WIRE MESH REINF. 1 1i2 " x 1 112" CARRIER ANGLES 12 GA. TREAD 4 RISER 4" x 4" x 3116" CLIP ANGLE W/ (2) Y2 " 41 EXP BOLTS OR EQUAL 1/4" THK_ PLATE WELDED TO CLOSE STRINGER END CELLAR � b CONCRETE FOOTING (SEE STRUCT, DWGS) TOP OF LANDING 1X4 WOOD TRIM 5/8" TYPE 'X' G'sY METAL STUDS Al ,-o MTL HANDR H.G. EVACUATION CHAIR IN RECESSED MTL STORAGE BOX SEE EQUIPMENT SCHEDULE O 211 9 SPRAY FOAM INSULATION AT EXISTING WALL R-38 OR BETTER SPRAY FOAM INSULATION AT EXISTING WALL R-20 OR BETTER '/8" TYPE 'X' GYP BD ON 35'/8" METAL STUDS AT 16" O.C. WITH FRY REGLET "Z" REVEAL BOTH SIDES NO. DRMZ-625-50 WITH PRIMED FINISH. IN 109 ENLARGED 6TAIR SECTION 6TAIRlDETAIL 5 A-401 CHANNEL OUT PORTION OF EXISTING RUBBLE FOUNDATION WALL FOR PASSAGE OF NEW SANITARY SEWER LINE SEE MEP DRAWINGS. NEW 5" THICK SLAB WITH 6X6 WIAXWIAWWM OVER WATERPROOFING MEMBRANE OVER 4" COMPACTED CRUSHED STONE. 12" CRUSHED STONE AT PERIMETER WITH PERFORATED PERIMETER DRAIN PIPE SEE CELLAR PLAN FOR EXTENT. STAIR STRINGER SPRAY FOAM INSULATION AT EXISTING WALL FULL DEPTH OR MIN, R-20. 2X4 STUDS AT 16" O:C. HEIGHT AS REQUIRED TO ALIGN WITH TOP OF LANDING EXISTING CONSTRUCTION Cl ARCHITECTURE, P,C"1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 RIDGE NYE BROOK, DATE ISSUE TO PR DG 4/26/2016 FOR BID 61 112018 ADDENDUM I X 6/11/2018 ADDENDUM *2 X 6/12/2018 ADDENDUM "3 X 1/9/2018 FOR RE -BID X 91612018 FOR PERMIT 4 4 1/'3/2018 COORDINATION sz 3 611212018 ADDENDUM 03 sz 2 611112018 ADDENDUM #2 sz 1 6/i/2018 ADDENDUM 01 sz NO DATE REVISIONS BY DETAILSENLARGED SECTIONS & i SCALE: NOTED DRAWN BY: 5Z CHECKED BY:GG DATE: I-M Y-11 1 j +201=411 1- `ATTIC+ * 218 8" CMU SHAFT SEE STRUCTURAL PRiG FOR REIW. ETC, SCHINDLER 33M MLR ELEVATOR Ill -loll ATTIC 2 NOTE: PIT LADDER POCKED MUST EXTEND FROM THE PIT FLOOR TO 48" ABOVE THE BOTTOM LANDING PIT WITCH AND PIT LIGHT SWITCH sEr: ELEVATOR SHAFT SECTION FOR VERTICAL LOCATION PIT LADDER (o" METAL STUDS W/ %R TYPE 4XII DRYWALL BOTH SIDES (I WR RATED CONSTRUCTION) HOIST BEAM SEE STRUCTURAL DWGS NEW RAISED CEILING CONSTRUCTION SEE STRUCTURAL DWGS NEW FLOOR CONSTRUCTION SEE STRUCTURAL DWGS STRICT. HEADER 12FOI u' fib ul 61 EXISTING FLOOR CONSTRUCTION SEE STRUCTURAL DWGS FOR SUPPORT 01011 -��FIR6T FLOOR - — — — — — — — — — — — — LINE OF POCKET FOR PIT LADDER PIT LIGHT SWITCH cv ip PIT LADDER ANCHORED TO F- F- FOUNDATION WALL AND MASONRY SHAFT WALL PIT LIGHT PIT STOP SWITCH I-(o" A.F.F. NEW CONC, SLAB + cJ' -2 FOUNDATION AND ELEV PIT W1 SUMP aN I INA-402r PIT SEE STRICT DX-.;6 SUMP PIT SEE MEMBRANE WATERPROOFING SEE STRICT DWGS FIN. F1 IT LEVEL (;-�-�4EVATOR SECTION SCAM. 3WO-0" PIT LIGHT FooTlw-% / SLAB ser: STRUCTURAL Dwis CONVENIENCE OUTLET FOUNDATION WALL SEE STRUCTURAL DWGS PIT SWITCH AND PIT LIGHT SWITCH STEEL PIT LADDER 4f A a. 41% 4ft WA M go _ode I A Lu u- u- 9 -'j 6 ELEVATOR z -4 PIT 4. cA Q�a I `.4. a ai 14 Lu Z =3 SUMP PIT AND PUMP 00 u- (SEE ENGINEERING DWGS) �A-4W 2 AaA — — — — — — ELEVATOR PIT FLOOR SLAB SEE STRICT. DWGS It -oil PERIMETER FOUNDATIONIFOOTING WATER J# L* PROOFING BY -STEM, 40 REMOVE EXISTING WOOD WINDOW AND FRAME %" USG MOLE) TOUGH GYP. 50. ON 2X4 WD FRAMING AT 16" OZ. FILL CAVITY WITH SPRAY INSULATION FULL DEPTH OR R-20 MIN. CMU IWILL AT WINDOW OPENING Im "ILA EXISTING WOOD FRAME CONSTRUCTION EXISTING WD WATERTA51LE TRIM CAULK AND BACKER ROD EXPANSION MATERIAL SLOPE )/2" x �x VARIES � �>�-.1�1 m" �''T ,�R�,4UJ�� IN�I�� III 4" THICK CONC. SLAB W1 t/11 (oX(o-WI.4XWI.4 WLIF SLOPE/2 AWAY FROM MAIN STRUCTURE FILL EXISTING AREA WAY WITH GRAVEL TO TOP OF AREAWAY WALL COMPACT GRAVEL EXISTING AREAWAY WALL WATERPROOFING MEMBRANE TO TOP OF CMU INFILL LAP OVER FLASHING AT 50TT OF INFILLED OPENING WATER PROOFING MEMBRANE OVER ENTIRE: ELEVATOR PIT WALL AND BELOW ELEVATOR PIT SLAB. SEE SPEC CONCRETE FOUNDATION WALL SEE STRUCTURAL DRAWINGS CONCRETE SLAB SEE STRUCTURAL DRAWINGS WATERPROOFING MEMBRANE SEE SPEC 41 M vy=m =ATKIH ril-L -I I I - I I I - I I I - WR GRACE Fl;EPR.FE MEMBRANE 1-1 1 1-1 1 , - It — A — 11 — —I,. C A! 1111-- '11 t.,!Ikl ;XISTNG WINDOW til 2 + STEEL RAILING 1" 4, STEEL VERTICAL CURVE RAILING SACK INTO VERTICAL ALIGNMENT WITH STAIR STRINGER 1 1/2 " 0 POST EXISTING WOOL) J015TS 1A R C H I I I C I U i I f AC Ill 1Y PLANNING I N I I i 10 1 S 1 0 ARCHITECTURE, p . c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE 4" THICK CONC. SLAB W1 t/11 (oX(o-WI.4XWI.4 WLIF SLOPE/2 AWAY FROM MAIN STRUCTURE FILL EXISTING AREA WAY WITH GRAVEL TO TOP OF AREAWAY WALL COMPACT GRAVEL EXISTING AREAWAY WALL WATERPROOFING MEMBRANE TO TOP OF CMU INFILL LAP OVER FLASHING AT 50TT OF INFILLED OPENING WATER PROOFING MEMBRANE OVER ENTIRE: ELEVATOR PIT WALL AND BELOW ELEVATOR PIT SLAB. SEE SPEC CONCRETE FOUNDATION WALL SEE STRUCTURAL DRAWINGS CONCRETE SLAB SEE STRUCTURAL DRAWINGS WATERPROOFING MEMBRANE SEE SPEC 41 M vy=m =ATKIH ril-L -I I I - I I I - I I I - WR GRACE Fl;EPR.FE MEMBRANE 1-1 1 1-1 1 , - It — A — 11 — —I,. 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DOUBLE DOOR @ SEE DETAILS THIS SHEET p LOCATION AT DOOR E8 D 4 SCREENS TO BE 1 3'-0" REMOVED I DN 2R F o o REMOVED EXIST. y _ BRICK PAVERS WITHIN / COVERED TERRACE � SHOWN AREA 42" GUARDRAIL _- CiY RAWFORD MANSION RENOVATION/ALTERATION 77 0-011 `-r FIN(54ED FLOOR Y 2 W ENTRY DOOR INN. ELEVATION � NE n�N 0��1' �?00�' �� E�.��,��ION 122 N RIDGE ST RYE BROOK, NY 10573 0E�1T�'�41�C PATIO 1�'L�4N � scaLl:. NEW BRICK PAVERS (MATCH EXISTING PATTERING AND DATE ISSUE TO PR DG ADJACENT PATH) ON NEW r" BITUMINOUS SETTING BED OVER NEW 4" CONCRETE SLAB UJIT14 I 4J26J2018 FOR BID > r, \ > OVER ECLEAN SLAB. LEAN AND ROUGH EXISTING f4 f F 61iJ2018 ADDENDUM "1 X NEW OUTSWINGING DOOR W Y4n BRICK PAVERS ON NEW a BITUMINOUSSLAB TO RECEIVE NEW. EXIST. DOUBLE DOOR 4 SETTING BED OVER NEW 4" CONCRETE SLOPE PAVING SURFACE AWAY FROM BUILDING WALLS. NEW ACCESSIBLE SILL SCREENS TO BE REMOVED 6/11/2018 ADDENDUM2 X ! EXIST. SILL PLATE AND SLAB. 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COR BACKSPL� DOUBLE CORIAN FOF SUPPORT 1/2" THK CORIAN COI, 41" 3/4" THK. PLYWOOD F UNDERLAYMENT STUD WALL 2x BLOCKING MATCH WALL THICKNESS COAT HOOK d BUMPER SLIDE LATCH DOOR DOOR STOP 4KEEPER BRASS INSERT CLIP MACHINE SCREW BASIN — PANEL WALL BRACKET PANEL — PANEL PILASTER BRACKET URINAL SCREEN P-01 v Eil r,- 3/4" PLYWOOD UNDERLAYMENT 3/4" PLYWOOD DIVIDER ON LAY. MOUNTING CLIP DRAIN E SUPPLY OUTLETS (SEE INSTAL. INSTRUCTIONS) 1/2" THK. CORIAN WRAPPED TRUEBRO LAV GUARD 2 PIPE COUNTERTOP LEG t VALVE COVERS TYPICAL 3/4" PLYWOOD LEG, SECURE TO FLOOR r— FINISHED FLOOR 4 TOP BRACING P-06 STALL DIVIDER BEYOND UNDERSIDE OF DECK ABOVE METAL CLIP ANGLE ATTACHED TO UNDERSIDE OF DECK U WIRE SUSPENSION ua HANGERS S 4'-0" O.C_ cui w 1 1i2" COLD ROLLED STEEL CHANNEL 9 4'-0" OL_ 1/8" RESILIENT FURRING CHANNEL a 2'-0" O.C. ONE (1) LAYER OF 5/8" TYPE 'X' GYPSUM BOARD P- DIVI ER BRACING TYP. 8 BAGKSPLASH BEYOND FRONT FINISHED WALL 112" THK CORIAN COUNTERTOP 1/2" THK. CORIAN BACKSPLASH, EPDXY IN PLACE ri "7_1 FINISHED FLOOR (i 3/4" PLYWOOD UNDERLAYMENT 3/4°" PLYWOOD DIVIDER ON LAY. MOUNTING CLIP DRAIN t SUPPLY OUTLETS (SEE INSTAL. INSTRUCTIONS) TRUEBRO LAY GUARD 2 PIPE t VALVE COVERS TYPICAL 4 -404 PLAN/ SECTION oy UNDERSIDE OF DECK ABOVE METAL CLIP ANGLE ATTACHED TO UNDERSIDE OF DECK u fY_ w N WIRE SUSPENSION HANGERS a 4'-01' O.C. Q r a p TAI *4 SATIN FINISHED STAINLESS STEEL SHOE SEMI -CYLINDRICAL PLUG-LOK %" DIAMETER CADMIUM PLATED BOLTS LOCKING NUT ROUND WASHER ANCHOR EXIST. FLOOR 11 ARCHITECTURE, P.C. 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 - ♦ A iALiIAML In � ! ss tit 'MkI DATE ISSUE TO PR DG 412612018 FOR BID 61112018 ADDENDUM 01 X 6111/2018 ADDENDUM "2 X 611212016 ADDENDUM #3 X 1/912018 FOR RE -BID X 9/612018 FOR PERMIT 4 4 1/13/2018 COORDINATION sz 3 611212018 ADDENDUM "3 sz 2 6111/2018 ADDENDUM 02 sz 1 61112018 ADDENDUM #1 ez NO DATE REVISIONS BY NEW BATHROOM DETAILS & CEILING DETAILS PROJ NO.: 21ro 15 �pSD A C SCALE: NOTED A DRAWN BY: 5,Z 4-, � CHECKED BY:GI DATE: 1-MAY-1A�404 - ALUM. HANDRAIL ® — _ _ ® 7 1AM11HIM 4f11I11 PLANNING INTERIORS i El i - BIm6 4' -2'i 3 4 1 i -j' — REMOVE EXISTING WOOD COLUMNS AND SHORE ROOF ABOVE. INSTALL NEW 18"0 GONG. FILLED SONO TUBE FOOTING TO 42" BELOW GRADE. CUT EXISTING COLUMN TO REQUIRED LENGTH TO ACCOMMODATE NEW SLAB ELEVATION. AND REINSTALL. IN STALL NEW CELLULAR PVC - AZEK OR APPROVED EQUAL CLADDING AT COLUMN TO MATCH EXISTING DETAILING. --- NEW ALUM. LEADER CONNECT LEADER TO NEW DRAIN LINE TO DRY WELL NEW 5" THICK CONC. SLAB ON GRADE W/ roXro W 1.4XWI.4 WWF OVER 5" CRUSHED STONE OVER WELL COMPACTED SOIL. NEW roll FIBER REINFORCE POLYMER TRENCH DRAIN W/ DUCTILE IRON SLOTTED GRATE. -t REMOVE EXISTING CONC. SLAB ENTIRELY, AREA INDICATED BY HATCH. NEW 4X4 P.T. WOOD COL. CLAD WITH CELLULAR PVC - AZEK OR APPROVED EQUAL. NEW 18"* CONC, FOOTING TO 42" BELOW GRADE. CONTROL JOINT NEW 4X4 P.T. WOOD COL, CLAD WiTH CELLULAR PVC - AZEK OR APPROVED EQUAL.. 14'-11" 19'-roll RE INF. CONC. WALL AT AREA WAY SEE STRUCTURAL DRAWINGS REiNF. CONC. STAIRS ON GRADE SEE STRUCT DWG: AREA WAY DRAIN SEE M.E.P. DRAWINGS FOR DRAINAGE i CONC. FOOTING SEE STRUCTURAL DW35. ro 2 LOCKING GATE WiTH SPRING HINGE 1�"x1�" PAINTED GALVANIZED STEEL GUARD RAIL 3/4"X Y4" PAINTED GALVANIZED STEEL VERTICALS 1j"O PAINTED GALVANIZED STEEL HANDRAIL. 1j"x1i" PAINTED GALVANIZED STEEL GUARD RAIL TAB WELD HANDRAIL TO GUARD RAiL CORE DRILL CONC. FOR RAIL MOUNTING THICKEND EDGE WITH (1) " 5 BAR CONT. AT NEW CONC. SLAB 3 t � tririr , CONC. FOOTING SEE STRUCTURAL OU66 r rlri�i rrriri . �-. �-• •i`iri ♦ � - I.�•rir•` �— AREA WAY DRAIN SEE CONC. FOOTING BEYOND SEE EQ EQ S" STRUCTURAL DWGS M.E.P. DRAWINGS FOR 4'-4" DRAINAGE 13'-9" 19'-ro° -STAIR DETAIL SCALE. "_ l-@ll F-/t11W I .e 1 1\MV 1 %414- 11"xij" PAINTED GALVANIZED STEEL GUARD RAIL 11"0 PAINTED GALVANIZED STEEL HANDRAIL. PAINTED GALVANIZED STEEL LOCKING GATE WiTH SPRING HINGE Y,, PREFORMED EXPANSION FILLER NEW CELLULAR PVC - AZEK OR APPROVED EQUAL CLADDING AT COLUMN TO MATCH EXISTING DETAILING. �T�{�li�r1 nET�I� ,.. .i.- 4INTED GALVANIZED .1ARD RAiL kINTED GALVANIZED ATE POST 11"IP t-AI tTED GALVANIZED STEEL HANDRAIL. NEW ro" FIBER REINFORCE POLYMER TRENCH DRAIN W/ DUCTILE IRON SLOTTED GRATE. SLOPE TO DRAIN PIPE. 4" OPEN ASPHALT PERMEABLE PAVEMENT MATERIAL: ASPHALTIC CONCRETE, TYPE 2 MIX/ITEM NYSDOT ITEM 403JI 10" CRUSHED STONE Y4' (AASHTO NO.51 STONE) FILTER FABRiG/MIRAFi 14ON OR APPROVED EQUAL Ll A R C N I T E C T U R E I P, C .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-559 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/2018 FOR BID 61112018 ADDENDUM "1 X 611112018 ADDENDUM 02 X 6/12/2018 ADDENDUM "3 X 1/9/2018 FOR RE -BID X c3/6/2018 FOR PERMIT 4 4 119/2018 COORDINATION sz 3 6/12/2018 ADDENDUM *3 sz 2 611112018 ADDENDUM 02 sz 1 61112018 ADDENDUM 01 sz NO DATE REVISIONS BY NEW AREA WAY PLAN & DETAILS CHECKEDSCALE: NOTED DATE: 1-MAY-1-1 APPROVED COMPACTED SUBGRADE (2) 1- 5 x IIYs 1=Xt1=RIOR GRADE LVLS CLAD WITH CELLULAR PVC BOARD 3X12 CELLULAR PVC TRELLIS JOISTS 2X12 WD LEDGER CLAD W1 CELLULAR PVC BOARD SEE DETAIL 2X10 WOOD JOISTS AT 16" OC. WOOD LEDGER SEE DETAIL THIS SHEET I I I I I - 5 (2) 1.15 X 11% EXTERIOR GRADE - LVLS CLAD WITH CELLULAR PVC BOARD EXISTING WOOD PILASTER V.IF, 1 THAT PILASTER WILL SUPPORT T NEW BEAM INFORM ARCHITECT IF I CONDITIONS PREVENT SUPPORT 2 -406 LINE OF BRICK PATIO BELOW 13(o'-E>3f8�� F RGOLA FRAMING EL INSTALL WATER AND ICE SHIELD UP (2) SIDING BOARDS AND LAP OVER NEW CURB AT WALL. REINSTALL SIDING PATCH AND REPAIR (2) 115 X 113/a EXTERIOR GRADE LVLS CLAD W/ CELLULAR PVC BOARD 3X12 CELLULAR PVC TRELLIS JOISTS 11 " X 11 " CELLULAR PVC PURLINS AT 12" O.C. MATCH JOIST END DETAIL WITH DETAIL AT REAR PORCH CELLULAR PVC BRACKET DETAIL MATCH DETAIL AT REAR PORCH WITH A 6" HEIGHT HERE, 4X4 PT WOOD COLUMN ALL COLUMNS TO BE CELLULAR PVC. COLUMN HEIGHT SET BY EXISTING PILASTERS. MATCH DETAILING OF EXISTING WOOD COLUMNS AT SOUTH SIDE COVERED PORCH.. INTEX ALUM REINFORCED CELLULAR PVC GUARD RAIL TOP RAIL INTEx NAUTILUS (R810-600) BOTTOM RAIL NAUTILUS (RS10-600) BALUSTERS NAUTILUS (25SC-42) NEWEL POST HARBOR (NP846) WITH HARBOR (NHC6) CAP. f„w 1 Vi rft 1 iv 1-11 ACTUATOR MOUNT IN SAME LOCATION A DOOR ES [:1 (2) EXTERIOR GRADE IN&" X I!4" LVL CLAD WITH Y4" CELLULAR PVC. 34, PVC PIPE TO DRY WELL SYSTEM 4X4 F.T. WOOD COLUMN ANCHOR TO SLAB BELOW CELLULAR PVC_ COLUMN_ MATCH DETAILING OF EXISTING WOOD COLUMNS AT SOUTH SIDE COVERED PORCH. I I I I WOOD PILASTER �T PILASTER WILL 'PORT NEW BEAM EXISTING WOOD PILASTER VJF. THAT PILASTER WILL SUPPORT NEW BEAM A5 II TYP EXISTING CONSTRUCTION —i 4" PERFORATED DRAIN PIPE SEE CELLAR PLAN FOR LOCATION 1 INSTALL WATER AND ICE / I SHIELD UP (2) SIDING I BOARDS AND LAP OVER NEW CURB AT WALL. I REINSTALL SIDING PATCH AND REPAIR ----------I__ FLAT ROOF SECTION SEE — —1 DETAIL THIS SHEET AND ROOF PLAN AT 2ND FLOOR CONSTRUCTION PLAN (2)1,15 X ilYs EXTERIOR GRADE LVLS CLAD iU1 CELLULAR PVC BOARD 11 " X 1�" CELLULAR PVC PURLINS At 12" O.C. EXISTING WOOD PILASTER V.I.F. THAT PILASTER WILL SUPPORT NEW BEAM +F 3 A-406 WATER PROOF OUTLET LINE OF BRICK PATIO BELOW _ ALIGN COLUMN WITH CENTER LINE OF EXISTING PILASTERS 2'- 1 Ii RUN ICE AND WATER SHEILD UP WALL (2) SIDING BOARDS HIGH ABOVE CURB AND LAP OVER CURB, COPPER FLASHING OVER MEMBRANE ROOFING OVER 2X CURB COPPER FLASHING OVER MEMBRANE ROOFING OVER 2X CURB CONT. CANT STRIP VERSIGARD BLACK REINFORCED FULLY ADHERED EPDM MEMBRANE OR EQUAL OVER SLOPED RIGID INSULATION OVER Vw EXTERIOR GRADE PLYWOOD DECK ON 2X10 WOOD JOISTS JOIST HANGER ON 2X12 WO LEDGER CLAD WITH :Y4" CELLULAR PVC TRIM CELLULAR PVC Y'X4" BEADBOARD ATTACHED TO 2X10 WD JOISTS AT 16" O.C. EXISTING CONSTRUCTION WITH SPRAY FOAM INSULATION TO ARCHIVE FULL DEPTH OR R-20 MIN. -. (2) 1,15 X 11 a EXTERIOR GRADE LVLS CLAD W1 _._...._._.._ __ ... _..,,._.._._ _ _ ..:_.._....... CELLULAR PVC BOARD ----.--.....,., �❑ _. _ __ ..._ _ ._,_ _._.._..,_ 1> " X lei" CELLULAR PVC PURL INS AT 12 O.C. _.. _..._._ 3X12 CELLULAR PVC TRELLIS JOISTS CELLULAR PVC BRACKET DETAIL MATCH DETAIL AT REAR PORCH WITH A 6" HEIGHT HERE. -...... _.... - - -- _.._.. _ - - ._,..... ._._........,_.....__... .._.. i I\ `�— INTEX ALUM REINFORCED CELLULAR PVC GUARD RAIL TOP RAIL (LATEX NAUTILUS (R610-600) BOTTOM RAIL NAUTILUS (R610-600) BALUSTERS NAUTILUS (258C-42) NEWEL POST r HARBOR (40846) WITH HARBOR (NHC6) CAP. PVC PIPE FROM ROOF DRAIN TO DRY WELL SYSTEM RAISED PORTION OF BRICK PATIO COLUMNS WILL BE SHORTER HERE FIELD VERIFY COLUMN HEIGHT WITH NEW PATIO HEIGHT EA5T E EV TION(D� COPPER CURB CAP CURB FROM 2X4 WD FRAMING CURB FROM 2X4 WD FRAMING 3X12 CELLULAR PVC TRELLIS JOISTS 3X12 CELLULAR PVC TRELLIS JOISTS 2X12 LEDGER BEYOND CLAD WITH CELLULAR PVC Y4" EXTERIOR GRADE PLYWOOD (2) EXTERIOR GRADE 11Ys" X 13/4" LVL CLAD WITH Y4" CELLULAR PVC_ CELLULAR PVC VX4" BEADBOARD ATTACHED TO 2XIO WD JOISTS AT 16" O.C. 11 I ` I I ALL COLUMNS ITO Bk CELLULAR PVC. COLUMN HEIG SET BY EXISTING PILASTERS. MATCH DETAILING OF EXISTING WOOD COLUMNS AT SOUTH SIDE COVERED PORCH_ EXISTING SIDING CUT, PATCH AND REPAIR COPPER DRIP CAP LAP WITH BUILDING PAPER WHITE PERGOLA ;JOIST MOUNTING BRACKET 2X12 WOOD LEDGER LAG BOLTED TO WOOD FRAMING. CLAD WITH Y4" CELLULAR PVC 3X12 CELLULAR PVC JOIST EXISTING CONSTRUCTION WITH SPRAY FOAM INSULATION TO ARCHIVE FULL DEPTH OR R-20 MIN. V USG MOLD TOUGH TYPE 'X' GYP BD ON 2X4 WOOD STUD FURRING AT 16" OC. — SPRAY FOAM INSULATION FULL DEPTH OR R-20 MIN. 1/2" ACRYLIC SOLID SURFACE SIDE, 2X4 P7_ SILL PLATE SPLASH 66-1 Y" PREFORMED JOINT FILLER 1/2" ACRYLIC SOLID SURFACE FINISHED 5" CONC. SLAB WITH CONTROL JOINTS At TOP SS-1(SCRIBE TO WALLS) 10'-0" O.C. EACH WAY.. WITH foX(o X W1.4 X WIA WWM. OVER GRIFFOLYN TYPE 85 VAPOR RETARDER. OVER 5" 14" PLYWOOD SUBTOP � COMPACTED GRAVEL FILL. OVER u COMPACTED SOIL. SEAL ENTIRE SLAB WITH LITHI-TEK g500 OR EQUAL SEALER { O 2" RIDGID FOAM INSULATION AT d ENTIRE PERIMETER OF CELLAR ul x e —° x — x Qa x. "x —)e — X — x —x 111/2 "XII/2" WALL CLEAT can — WOOD BLOCKING FACE OF FINISHED GYP. BD. WALL O II,;,IIC_Ifi �III�iiIIILI " INTERMEDIATE SUPPORT AT CENTER OF COUNTER FROM (2) LAYERS OF %" PLYWOOD. WITH -011 BLACK PLASTIC LAM AND METAL EDGE (D-!2 waUNTE DETAIL NOTES: ALL CELLULAR TRIM, CLADDING AND TRELLIS JOISTS TO BE AZEK OR EQUAL 1A1011HIM 4CI1111 PLANNING INTERIORS 0 A R C H I T E C T U R E, P. C. 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 A, • A i . i 1. RIDGE RYE BROOK, i DATE ISSUE TO PR DG 412612018 FOR BID 61112018 ADDENDUM X 611112016 ADDENDUM *2 X 6/12/2018 ADDENDUM "3 X 119/2018 FOR RE -BID X 91612018 FOR PERMIT' 4 q 119/2018 COORDINATION $ 3 6/1212018 ADDENDUM 03 _ 2 6/11/2018 ADDENDUM 02 f 611/2018 ADDENDUM 01 INOI DATE REVISIONS PERGOLA PLAN, ELEVATIONS DETAILS PROD NO.: 21&18 �715--UD A I�C N, �� SCALE: NOTED DRAWN BY: 5,Z CHECKED BY:GG F N DATE: I -MAY -1- hollicim 4tIlI1Y PLANNING INTERIORS LOCKABLE GATE WITH SPRING HINGE 2'-6ll A/C x r� A1C 0 35'-6:l x —x —x—xr©--x —x — xx A/C A/C ► I A/C A/C LU 2 NEW 5" THICK CONC. SLAB WITH W.W.M. 6X(o UJIA X WIA OVER 5" CRUSHED STONE W/ CONTROL JOINTS AT 4'-0" O.C. EACH WAY t 12" THICKENED EDGE —x —x —x —)F— 4 < / — �4 GENERATOR A/C cq A/C O A/C x —x _x ADAPTER x PENCE POSTS SET IN 10",P CONC_ FILLED SONG TUBE FOOTING 36" DEPTH. FOLLOW MANUF. REQUIREMENTS FOR FOUNDATION AND FENCE POST SPACING. LOCKABLE GATE WITH SPRING HINGE NEW "JERITH" WHITE ALUM SHADOWBOX FENCE WITH r % POWDER COAT FINISH 0 4'-O'l x HIGH GAS FEED FOR GENERATOR x SEE M.E.P. DRAWINGS r was CONT. 20" X 10" FOOTING WITH (2) 05 BARS CONT. ON UNDISTURBED SOIL. REMOVE EXISTING WOOD WINDOW 4'-0" EXISTING OPENING (1) LAYER /s" TYPE 'X' GYP. BD ON EXISTING FRAMING (2) 2X4 HEADER 3%11 MTL. STUD FRAMING EXTENDING OUT 1'-0" ON ALL SIDES OF LOUVER COPPER FLASHING AT WINDOW HEAD EXTEND 6" PAST WINDOW OPENING 2X4 CELLULAR PVC TRIM 1'-6" X 1'-6" ALUMINUM LOUVER COLOR TO MATCH BUILDING EXTERIOR COLOR SEE MEP DWSS FOR FREE AREA (1) LAYER W TYPE 'X' GYP. BD ON 2X4 STUDS AT 16'l Q.C. DUCTWORK SEE MEP DWGS PATCH AND REPAIR ALL DISTURBED SIDING SPRAY FOAM INSULATION BETWEEN EXISTING FRAMING TO ACHIVE FULL DEPTH OR R-20 MIN. IVER DETAIL s/s" USG MOLD TOUGH TYPE 'X' DRYWALL ON EXISTING WOOD JOISTS REMOVE EXISTING AREA FACTORY FINISHED ALUM. WAY WALL ENTIRELY LOUVER TOTAL AREA 25 8" CONC. AREA WAY WALL SQ FT. 12 SQ FREE AREA WITH 10 5 BAR AT TOP SEE M.E.P. DRAWINGS FACTORY FINISHED ALUM, BLOCKING AS REQUIRED LOUVER TOTAL AREA 25 SQ FT, 12 SQ FREE AREA SEE MEMBRANE FLASHING (3) M.E.P. DRAWINGS SIDES. CAULK ALL SIDES MEMBRANE FLASHING (3) SAW CUT 4'-0" X i'-0" SIDES. CAULK ALL SIDES OPENING IN EXISTING BLOCKING AS REQUIRED RUBBLE FOUNDATION WALL SAW CUT 4"-0" X 1'-0" OPENING IN EXISTING RUBBLE NEW DUCTWORK SEE M.E.P FOUNDATION WALL DRAWINGS EXISTING RUBBLE FOUNDATION WALL EXISTING RUBBLE FOUNDATION WALL TYPE 'X' GYP BOARD V TYPE 'X' GYP BOARD ON ON 2X4 STUDS AT 16" O.C. WI SPRAY FOAM 2X4 STUDS AT 16" O.C. WI INSULATION FULL DEPTH SPRAY FOAM INSULATION OR R-20 MIN. FULL DEPTH OR R-20 MIN, NEW DUCTWORK SEE M.E.P DRAWINGS EXISTING ROOF EDGE COPPER FLASHING AT WINDOW HEAD EXTEND 6"l PAST WINDOW OPENING 2X4 CELLULAR PVC TRIM DUCTWORK SEE MEP DWGS 2'-01' X 3'-4" ALUM LOUVER COLOR TO MATCH BUILDING EXTERIOR. SEE MEP DWSS FOR FREE AREA COPPER SILL FLASHING SPRAY FOAM INSULATION BETWEEN EXISTING FRAMING TO ACHIVE FULL DEPTH OR R-20 MIN. NOTE: REMOVE EXISTING (2) LOUVERS AND TRIM. INSTALL NEW SHEATHING, HOUSEWRAP, LOUVER TRIM AND SIDING. 5IDING TO MATCH EXISTING. o7i A -- EXISTING CONSTRUCTION /-- GALVANIZED MTL GRATE 8" CONC. AREA WAY WALL WITH 1" 5 BAR AT TOP REMOVE EXISTING AREA WAY WALL ENTIRELY CRUSHED STONE FILL CLEAN BACKFILL CONT, 20" X 10" FOOTING WITH (2) 05 BARS CONT, ON UNDISTURBED SOIL. REMOVE EXISTING WOOD CASING AT WINDOW V GYP. BD. OVER 2} " MTL STUD FURRING NEW WINDOW WITH OBSCURED GLASS REMOVE EXISTING STOOL AND SILL. SPRAY FOAM INSULATION BETWEEN EXISTING FRAMING TO ACHIVE FULL DEPTH OR R-20 MIN. EXISTNG PILASTERS SHALL BE / METAL CLIP ANGLE REBUILT TO MATCH EXISTING j DS_ � 1 � �SAWCUTAND ( ATTACHED TO STRUCTURE BUT BE FABRICATED FROM DRIVEWAY. ACROSS CELLULAR PVC - AZEK OR / l j IVEWAY. PATCH EXISTING RECESSED PANEL APPROVED EQUAL j X /AND REPAIR AFTER \ 3 No" METAL STUDS DIAGONAL AND MOLDINGS TO REMAIN - NEW DOUBLE PANE WINDOW UNIT jL INSTALLATION OF,DRAIN PIPE. A \ BRACING 32" O.C. MODIFY AS NOTED - FINAL SIZE TO BE BASED ON FIELD MEASUREMEMENTS AND 4 j ~ \ \\ \ --- -- 5c{ RCP RECESSED PANELS AT ENDS COORDINATION WITH HVAC SOTT CLCz SHALL BE MODIFIED SUCH THAT REQUIREMENTS . \ THE BOTTOM RAIL SITS ABOVE RECESSED P L PRELUDE XL 15%6"' ACRYLIC SOLID SURFACE OPPOSITE SirPROVIDE WATERPROOFING PAN .; SUSPENSION SYSTEM AT SILL ACOUSTIC TILE (SEE RCP) HVAC GRILLE - REFER TO NDS 24ll,DIA. PLO -WELL I �i , IA. _ WELL MECHANICAL DRAWING SHIM AS REQUIRED x POLYQILEFIN DRY WELL W/ EDGE MOLDING _ _ _ ACRYLIC SOLID SURFACE j DS D (2) 10"'/DIA. EZFLOW FRENCH — - 3 sus" METAL STUDS BENCH TO BE SELECTED FROM —AIR INFILTRATION BARRIER . x � �' DRAINS OR EQUAL. FOLLOW ��\\ j 3 j 20 GAUGE a 16" OC. DUPONT CORIAN LINE f MA�. INSTALLATION -- EXTERIOR PANEL, MOLDINGS, 1� r INS CTIONS. EXHAUST RISER SEE PROVIDE DOUBLE FRAMING AT ETC SHALL MAtGH EXISTING M.E.P. DWGS ENDS OF GRILLE OPENING �:; ADJACENT CONDITIONS BUT BE FABRICATED FROM CELLULAR "l ii it " J - l:AAIN PIPE FROM ONE LAYER 5/8 TYPE X GYP 2X3 FRAMING AT ib D.C. MAX ; PVC - AZEK OR APPROVED j /D S �. ,. F : DOWNSPOUT BD EA. SIDE WITH CORNER j � � INTERSTATE LUMBER #IL-31b EQUAL D.S. j `.,, ``-_ .� _ �--�.;�, ,r, j' BEADS, TAPE AND SPACKLE P / ANEL MOLDING -TYP R-21 INSULATION PROVIDE AS ✓,. 2" 1 PER SPECIFICATION `� SUPPLY RISER SEE HVAC 11v DUCT AND INSULATION - "� REFER TO MECHANICAL „�}� Z � CELLULAR PVC RECESSED PANEL- AZEK OR APPROVED GAS AND ELECTRIC RANGE DRAWING EQUAL AND EQUIPMENT 2X3 FRAM AT 16 OC. MAX sf SEE PLANS QUI LNG ," AX. r f4' CDX PLYWOOD SHEATHING SCHEDULE � c� WOOD FRAMING AT 16" OZ. T RECESSED � I � HEIGHT OF BOTTOM RAIL TO 26 ., MATCH ADJACENT — — a"" CDX PLYWOOD SHEATHING _ PANELS j -DO<— I PRESSURE TREATED SOOD SILL REPLICATE EXISTING BASE V 00< ON FOAM SILL �- ' PROFILE IN THIS SPACE FORcKx A - SECURE SEAL USE AT NEW MILLWORK — _ _ . BOLTTO ASON S IV'O WILL TYPICAL ION NDS 24" DIA. FLO-WELL POLYOLEFIN SECURE PRESSURE TREATED DRY WELL WI (2) 10" DIA. EZFLOW BOTTOM PLATE WITH TAPCON SELF ADHERING ELASTOMERIC FRENCH DRAINS OR EQUAL. FOLLOW CONCRETE SCREW ANCHORS MEMBRANE MANUR INSTALLATION INSTRUCTIONS. ..� a "wo s PROVIDE HVAC DUCT SUPPORTS AS REQUIRED O ^O„ LINES OF ORIGINAL RECESSED PANEL FIN. FL. `r SKEW CUT BOTTOM OF BASE PANEL CONTINUOUS SEALANT BEAD AT SHEATHING EXISTING BRICK SURFACES TO REMAIN - PATCH AND REPAIR AS REQUIRED ARCHITECTURE, PC.� 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 :j -1*101 him 0 voi DATE ISSUE TO PR DG 412612018 FOR BID 61112018 ADDENDUM M X 611112018 ADDENDUM *2 X to/12/2018 ADDENDUM #3 X 1/9/2018 FOR RE -BID X S/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 6/12/2018 ADDENDUM #3 sz 2 6/11/2018 ADDENDUM *2 Sz 1 blif2018 ADDENDUM 01 sz NO DATE I REVISIONS BY CONDENCING UNIT LOCATION PLAN, DRYWELL LOCATION PLAN AND DETAILS PROJ NO.:2Irola ��pED ARC — c'4 NsaRP�� SCALE: NOTED DRAWN BY: SZ ig, �, .1 CHECKED BY: G G F N E DATE: 1-MAY -1-1 hCH1110fli fpfllllY PLANNING INiE11095 LINE OF COUNTERTOP \ A50VE -� - tt1D-1 QUARTERED WHITE OAK 55-1 DUPONT ZODIAQ 55-2 DUPONT CORIAN T'IILLWORK NOT]=-5: 1. ALL EXPOSED WOOD SURFACES SHALL BE QUARTERED CHERRY (WD-1), ALL GRAIN FILLED. STAIN, FIN15H AND FINAL APPEARANCE SHALL BE SELECTED BY ARCHITECT. STAIN AND FINISH SHALL BE AS PER APPROVED SAMPLES. GRAIN DIRECTIONS NOTED SHALL BE TYPICAL AMONGST 51MILAR COMPONENTS. BOOK MATCH ALL VENEERED PANELS_ 2. RECE55ED PANEL PANEL MOLDING BASED ON INTERSTATE LUMBER, GREENWICH COLLECTION #IL-13(o. 3. COMPLETE AND THOROUGH SHOP DRAWINGS REFLECTING FIELD CONDITIONS 4 MEASUREMENTS AND THE COORDINATED WORK BY OTHER TRADES SHALL BE PROVIDED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ARCHITECTURAL DRAWINGS SHALL NOT BE USED TO PRODUCE SHOP DRAWINGS. 4. ELECTRICAL DEVICES, WIRING, LIGHTING TO BE PROVIDED BY ELECTRICIAN. MILLWORKER SHALL PREPARE ALL CUTOUTS, HOLES, ETC. UNLESS OTHERWISE NOTED 3. QUARTZ, STONE d ACRYLIC 50LID SURFACING, ETC. SMALL BE INCORPORATED AND COORDINATED COMPLETE BY MILLWORKER. 4. WHERE REQUIRED, THE MILLWORKER SHALL LAYOUT THE WORK OF OTHER TRADES TO ENSURE THE FINAL FIT AND CONFIGURATION OF THE MILLWORK. ___-- STONE COUNTERTOP �--- REMOVABLE PANEL ON CONCEALED CLIP5 - DIVIDER PANELS - EACH / SEAT f f - TEL., DATA, AUDIO /J fir' RECEPTACLES - EACH SEAT 50LID 5URFACE ACRYLIC f' t' COUNTERTOP 1 -- -- --- .1 i 408 { - 1 l \ SUPPORT BRACKETS GRAIN DIRECTION - TYPICAL ALL FLAT PANELS REMOVABLE PANEL ON CONCEALED CLIPS — STONE COUNTERTOP GRAIN DIRECTION - TYPICAL ALL RAILS GRAIN DIRECTION - TYPICAL ALL STILES -- SOLID SURFACE ACRYLIC COUNTERTOP -- - LINES OF TABLE IN FOREGROUND � RAIL = (� COUNTERTOP THICKNE55 - - - MULTIPLE GRAIN DIRECTIONS - TYPICAL ALL RECESSED PANELS RAISED FLOOR T ELEVATION - W10 CLERK TA5L i 11,1= /-�i= s-e-lstts==-trsa 1 IN�I II ♦.lam. L.FI\Y"IIIY 1/it\j.,.4+31VI'{V - TYPICAL ALL RECESSED PANELS T ELEVATION — W1 CLERK T (D-S 1 e V4TIQN STONE COUNTERTOP REMOVABLE PANEL ON CONCEALED CLIP5 DIVIDER PANELS - EACH SEAT TEL., DATA, AUDIO RECEPTACLES - EACH SEAT 50LID SURFACE ACRYLIC COUNTERTOP SUPPORT BRACKETS GRAIN DIRECTION - TYPICAL ALL FLAT PANELS REMOVABLE PANEL ON CONCEALED CLIPS Im Ll A R C H I T E C T U R E, P, C .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 9 9 4-937-5596 RYE BROOK, NY 10571 DATE ISSUE TO PR DG 4/26/2015 FOR Blp7 ro 1/2015 ADDENDUM 01 X (2/11/2015 ADDENDUM "2 X 6/12/2015 ADDENDUM #3 X 1/9/20la FOR RE -BID X 9/to/2018 FOR PERMIT 4 4 1/13/2018 COORDINATION az 3 611212018 ADDENDUM 03 5z 2 611112018 ADDENDUM 02 5z 1 6/i/2018 ADDENDUM #1 sz NO DATE REVISIONS BY ,ELEVATIONS',MILLWORK PLANS, DETAILS NOTED DRAWN w w DATE: 14-14Y - l l • IAICH I HCI � H f ACI [111 PLANNING I N I i I 10 11 E A R C H I T E C I U R E I P . C .1 545.5 WESTCHESTER AVENUE IM, 1: a -.1 :01*1 owe MIL 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/2018 FOR 50 61112015 AIX)ENI)LIM $1 x 611112016 ADDENDUM $2 x 611212018 ADIDENIDUM #3 x x 1/13/2010 POP, RE-51r) 9/6/2018 FOR PERMIT 4 4 1/13/2018 COORDINATION sz 6/12/2015 ADDENDUM $13 rolllaola ADDENDUM #2 sz 6/l/2018 ADDENDUM 4-1 NO � DATE REVISIONS BY !MILLWORK PLANS, SECTIONS, �DETAILS & WOOD TRIM PROFILES PROJ NO.: 21a24 CHECKED BY:GG DATE: 1-t-1,4Y-1-1 4if 4" 4if (0 �4ff k L 3�ff L 3'{Sf, f! 5 itf f 31 ff f ! I 8" CMU WALL SEE STRUCTURAL a l DRAWINGS FOR REINFORCEMENT STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE ONE (l) LAYER OF 5/8" TYPE 'X' h' 2X4 WD, TOP PLATE 2X4 WD, TOP PLATE -' (2) 2X4 WD.. TOP PLATE 2X4 WD, TOP PLATE 2X4 WD. TOP PLATE — — GYP. BD. ON 1 1/2" HAT CHANNELS w 16" OC. h' ONE (1) LAYER OF 5/8" TYPE 'X' GYP. k ONE (1) LAYER OF 5/8" TYPE M1. 'X' GYP. BD. EA. SIDE t ;: ONE (1) LAYER OF 5/8" TYPE 'X' GYP. BD. EA. SIDE. AT BD. EA. SIDE. USE USG MOLD TOUGH TYPE 'X' AT CELLAR SIDE ONE t1) LAYER OF 5/8" TYPE 'X' GYP. BD. EA, SIDE ONE (1) LAYER OF 5/8" USG MOLD TOUGH TYPE 'X' GYP. BD, { CELLAR USE USG MOLD TOUGH TYPE 'X' GYP. BD. 3Y2" ROCKWOOL BOUND BATT INSULATION WITHIN STUD CAVITY 5Y2" ROCKWOOL SOUND BATT INSULATION WITHIN STUD CAVITY FILL CAVITY ENTIRELY W! EXISTING GONG. SLAB 'Y SPRAY FOAM INSULATION - 3Y2" ROCKWOOL SOUND BATT t r THICKNESS TO ARCHIVE R-13 OR BETTER. s INSULATION WITHIN STUD CAVITY El 2X4 WD, STUDS 16" O.C. x 2X4 WD. STUDS w 16" O.C. 2X4 WD SILL PLATE SILL PLATE TO BE P.T. WHEN IN CONTACT W/CONC. f ! 3 " STUD PARTITION 2X4 WD SILL PLATE SILL PLATE TO BE P.C. WHEN 1N CONTACT W/CONC. ! ! <�>3 " STUD SOUND PARTITION NEW CONSTRUCTION 4A Mill STUD 5OUND PARTITION NEW GYP E? ON EXIST % FRAM NG @3 " STUD SOUND PARTITION NEW GYP BD ON EXISTING FRAM % WITH EXISTING PANELING OTHER SIDE VARIES a.� a4 4 a. 4 Q. a- a a 8" CMU WALL SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT ONE (1) LAYER OF r/&' TYPE 'X' GYP_ BD. ON YS" HAT CHANNELS B 16" O.G. AT CELLAR LEVEL USE USG MOLD TOUGH TYPE 'X' GYP BD. NEW CONC. ELEVATOR PIT SEE STRUCTURAL DRAWINGS EXISTING CONIC. SLAB FURRED WALL a CMU ELEVATOR SHAFT 2X4 WD. STUDS w 16" O.C. ANCHOR BOLTS SEE STRUCTURAL DRAWINGS 2X4 WD SILL PLATE SILL PLATE TO BE P.T. WHEN IN CONTACT W/CONC, NEW CONC. FTG BELOW SEE STRUCTURAL DRAWINGS if It u Vd STUD DLOA') RIG PARTITION ) FOUR RATED STRUCTURE ABOVE ONE (1) LAYER 5/s" TYPE 'X' GYP. BD. OVER EXISTING WOOD STUD FRAMING SPRAY FOAM INSULATION FULL DEPTH OR R-20 MIN. �1�B S" CMU ELEVATOR SHAFT WALL SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT a ONE LAYER TYPE 'X' GYP BD / OVER WD STUDS 0 16" O.C. / THICKNESS AS REQ'D TO PROVIDE ALIGNMENT OF NEW AND EXISTING WALL CONSTUCTION EXTEND NEW GYP BD OVER SURFACE OF ADJACENT PLASTER AND LATH WALL. SEE CONSTRUCTION PLANS FOR EXTENT. =` 2X WOOD SILL PLATE EXISTING CONSTRUCTION STUD PARTITION AT ELEVATOR SHAFT STRUCTURE ABOVE ONE (1) LAYER OF 5/8" MOLD d MOISTURE RESISTANT TYPE 'X' GYP_ BD_ FILL CAVITY ENTIRELY W1 SPRAY FOAM INSULATION EXISTING RUBBLE FOUNDATION WALK is/s" MTL STUDS + 16" O.C. EXISTING CONC. SLAB 14 3 °' FURRED �1ALL AT CELLAR STRUCTURE ABOVE 2X4 WD. STUDS w 16" O.C. 2X4 WD SILL PLATE SILL PLATE TO BE P.T. WHEN IN CONTACT W/CONC_ f ! � 5 "STUD SOLID PARTITION EXISTING PLASTER AND LATH WALL ONE LAYER %" TYPE 'X' GYP. BD. OVER EXISTING PLASTER WALL INFILL EXISTING WALL OPENING AS REQUIRED TO PROVIDE FLUSH SURFACE FOR NEW GYP, BD. ROCKWOOL SOUND BATT INSULATION THICKNESS AS REQUIRED TO FILL CAVITY f 9 5 "STUD SOUND PARTITION /4fi L 5/,ff 3 Z"Sff STRUCTURE ABOVE (2) 2X4 WD, TOP PLATE TWO (2) LAYER OF 5/8" TYPE 'X' GYP. BD, ONE SIDE 3Y2" ROCKWOOL SOUND BATT INSULATION WITHIN STUD CAVITY 2X4 WD. STUDS 16" O.C. ANCHOR BOLTS SEE STRUCTURAL DRAWINGS 2X4 WD SILL PLATE SILL PLATE TO BE P.T. WHEN IN CONTACT W/GONG. If !f u 3 " STUD CHASE WALL I5 11) HOUR RATED EXISTING RUBBLE FOUNDATION WALL 2X4 WD. STUDS w 16" OZ, 2X4 PT WD SILL PLATE SILL PLATE EXISTING CONIC, SLAB 3 "FURRED �1ALL AT GELLAR STRUCTURE ABOVE EXISTING WOOD PANELED WALL 2X WD TOP PLATE Y4" PLYWD ON 2X4 WD STUDS O IV' O.C. WD PANELING TO MATCH AND ALIGN W/ EXISTING ADJACENT PANELING ROCKWOOL SOUND BATT INSULATION THICKNESS AS REQUIRED TO FILL CAVITY WD BASE TO MATCH AND ALIGN W/ EXISTING ADJACENT BASE 2X WD TOP PLATE lO 5 "STUD SOUND PARTITION_ _ vA� STRUCTURE ABOVE ONE (1) LAYER Na" TYPE 'X' GYP. BD. OVER EXISTING PLASTER AND LATH WALL FINISH. ONE (1) LAYER V TYPE 'X' GYP. BD. OVER EXISTING WOOD STUD FRAMING. EXISTING PLASTER AND LATH WALL FINISH EXISTING WALL STRUCTURE FURRED WALL CMU ELEVATOR SHAFT STRUCTURE ABOVE 2X4 WD. TOP PLATE ONE (l) LAYER OF 5/8" TYPE 'X' GYP. BD. JALL 'TYPE 'X' CHANNELS FURRED WALL EXISTING MA50NRY WALL le yg" j/Sff 3Y'r8ff } ! STRUCTURE ABOVE ONE (1) LAYER V TYPE 'X' GYP. BD, OVER EXISTING WOOD STUD FRAMING ONE (1) LAYER V TYPE 'X` GYP. BD. OVER NEW 2X4 WOOD STUD FRAMING 3J/2" ROCKWOOL SOUND BATT INSULATION WITHIN STUD CAVITY I I ! f tGYR SL?, EXI5TING PARTITION 2X4 WD. STUDS w W6" Q.G. 2X4 WD BILL PLATE SILL PLATE TO BE P.T. WHEN IN CONTACT W/GONG. I 12 3 "STUD PARTITION VA�fi Ili; 144- 1 spa IS EXTERIOR IUALL � �" FURRING 'X' GYP. r AT 16" MING ,AMING RELY WITH d FULL ARtHIiEc1URE PAfI1111 PLANNING INTERIORS 0 ARCHITECTUREd P 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 OF;-L i #gko o ° ! 1 Rylly s DATE ISSUE TO PR DG 4126/2018 FOR BID ro!"112016 ADDENDUM III X 611112018 ADDENDUM 02 X 611212018 ADDENDUM 03 X 1/9/2018 FOR RE -BID X 9/6/2016 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 611212016 ADDENDUM #3 sz 2 6/11/2018 ADDENDUM 02 sz 1 61112018 ADDENDUM *1 sz NO DATE I REVISIONS BY WALL TYPES PROJ NO.:21ro15 ED ARC 0{� SCALE: NQTED DRAWN BY: 52 14,E � CHECKED BY: GG F NE -` --=-� DATE: 1-MAY-1-1 1 � , IAICHI1IiMIi fACIHII I"[ANNING INIERIO111 EaU PMENT &CHEDUL E 1J LD 1N NO, QTY ITEM DESCRIPTION MANUFACTURER MODEL FIN15H PLUMB ELEC REMARKS NO. 8-01 1 FIRE EXTIGU15WER LARSEN'S WC-6L DEFAULT WITH STANDARD WALL BRACKET 8-01 8-02 3 FIRE EXTINGUISHER LARSEN'S MP-5 DEFAULT WITH STANDARD WALL BRACKET 8-02 B-03 5 FIRE EXTINGUISHER CABINET LARSEN'S FS 240S-RI 55 RECESSED B-03 8-04 1 ATTIC ACCESS LADDER RAINBOW ATTIC STAIR G-3015-10 DEFAULT 8-04 8-05 1 EVACUATION CHAIR GRAVENTA EVACU-TRAC CD-8 DEFAULT WITH STORAGE CABINET 5-05 8-06 1 CHARGING STATION CHARGEPOINT CT4021-GWI-EW5 DEFAULT X AT PARKING LOT SEE SITE PLAN 8-06 8-01 1 AED (DEFIBRILLATOR) ZOLL WOO-0811 DEFAULT RECESSED CABINET 5-01 5-08 1 EX15TING AED (DEFIBRILLATOR) EXISTING EXISTING EXISTING INSTALL EXISTING AED DEVICE 8-08 5-09 5 FIRE EXTINGUISHER LAR5EN'S MP-S DEFAULT TO BE PLACED IN CABINET 8-03 8-09 5-10 WIRELESS ACCESS POINT ------------------------- -------------------------- --------- ------ ------ BY OTHERS 8-10 8-11 FIRE ALARM PULL STATION ------------------------- -------------------------- --------- ------ ------ SEE ENGINEERING DRAWINGS B-11 8-12 FIRE ALARM REMOTE ANNUNCIATOR ------------------------- -------------------------- --------- ------ ------ SEE ENGINEERING DRAWINGS 8-12 8-13 FIRE ALARM SIGNAL AUDIO/VISUAL ------------------------- -------------------------- --------- ------ ------ SEE ENGINEERING DRAWINGS 8-13 8-14 EMERGENCY AID NOTIFICATION LIGHT ------------------------- -------------------------- --------- ------ ------ SEE ENGINEERING DRAWINGS 8-14 5-15 FIRE ALARM SIGNAL VISUAL ONLY ------------------------- -------------------------- --------- ------ ------ SEE ENGINEERING DRAWINGS 8-15 840 2 EYEWASH ALARM UNIT AUDIOVISUAL I GUARDIAN AP215-615 AND AP280-230 DEFAULT X 540 EQUIPMENT 5CHELDUL_E RE6TROOM5 4 JAN. CL05 T5 NO, QTY ITEM DESCRIPTION MANUFACTURER MODEL FINISH PLUMB ELEC REMARKS NO. P-01 6 LAVATORY AMERICAN STANDARD STUDIO 0614300 WHITE X UNDERCOUNTER MOUNT P-01 P-02 6 FAUCET AMERICAN STANDARD NEXTGEN X P-02 P-03 4 TOILET AMERICAN STANDARD CADET FLOWISE 2461100 WHITE X TANK TYPE TOILET P-03 P-04 4 FLUSHOMETER SLONE 50LIS 8111-128 DEFAULT X P-04 P-05 8 TOILET SEAT AMERICAN STANDARD 5SOIJ00 WHITE P-05 P-06 8 TOILET PAPER HOLDER 505RICK 8-2888 55 P-06 P-01 3 URINAL ZURN ZTR62W-UKF-LL WHITE X P-01 P-08 6 HAND DRYER XLERATOR XL TBD X INCLUDES 55 RECESSED BOX 40502 P-08 P-m 6 HAND DRYER RECESSED BOX XLERATOR XL TBD X P-n P-10 -- TOILET PARTITION ASI GLOBAL PARTITIONS TBD FLOOR MOUNTED SEE NOTE 1 P-10 P-11 2 URINAL PARTITION A51 GLOBAL PARTITIONS TBD WALL MOUNTED SEE NOTE 1 P-11 P-12 2 MOP 51W FIAT MSB 2424 DEFAULT X P-12 P-13 2 MOP SINK FAUCET FIAT 830-AA CHROME X P-13 P-14 2 55 SHELF L24" 50BERICK 8-295 55 P-14 P-15 4 DIAPER CHANGING STATION KOALA KARE K5200 TBD P-15 P-16 4 HORIZ GRAB BAR 505RICK 86891 55 HORIZONTAL INSTALLATION P-16 P-11 4 VERTICAL GRAB BAR 505RICK 840806 65 VERTICAL INSTALLATION P-11 P-18 8 SOAP DISPENSER HENKEL DIAL DUO 11000-04S3 PEARL P-18 P-19 5 MIRROR -------------------------- ----------- y" MIRROR GLA55 SEE ELEVATIONS P-19 P-20 2 EYEWASH GUARDIAN G18145C 55 X P-20 P-21 4 FLOOR DRAIN SCHLUTER KERDI-DRAIN DEFAULT CLOSED DESIGN WITH TILEABLE COVERING SUPPORT P-21 P-22 6 SANITARY NAPKIN DISPOSAL 505RICK 5-210 SS P-22 P-23 4 DOME LIGHT W/AC BUZZER TEKTONE LI-1235 DEFAULT X P-23 P-24 4 PULL CORD SWITCH TEKTONE SF111/2C DEFAULT X P-24 P-25 NOT USED P-25 P-26 4 TOILET AMERICAN STANDARD MADERA 3461.001 WHITE FLOOR MOUNT FLUSH VALVE TYPE P-26 P-21 6 LAV GUARD (PS CORPORATION WHITE MODEL NO. RELATIVE TO PLUMBING CONFIGURATION COORDINATE WITH PLUMBING P-21 P-28 1 WATER FOUNTAIN ELKAY EZW5-ERPBM28K DEFAULT X X WITH BOTTLE FILLER P-28 P-29 NOT USED P-29 P-30 1 SINK ELKAY CR4322 SS TOP MOUNT P-30 P-31 1 FAUCET ELKAY LK810HA10T4 CHROME X P-31 P-32 1 BAR SINK ELKAY 5LR1560 55 X P-32 P-33 1 FAUCET ELKAY LK53HA101-2 CHROME X P-33 P-34 2 TEMPERING VALVE GUARDIAN G36001- DEFAULT X FLUSH MOUNT AT CELLAR RECESSED ATF ROOM 116 P-34 P-35 1 RECE55ED BOX FOR TEMPERING VALVE GUARDIAN G3601LF DEFAULT NOTES 1. ALL PARTITIONS TO BE I" THICK POLYETHYLENE RE51N WITH SELF LUBRICATING SURFACE EaU ft E1 V i 5CHEDULE <TCHEN NO. QTY ITEM DESCRIPTION MANUFACTURER MODEL FINISH PLUMB ELEC CAS REMARKS NO. K-01 1 REFIGERATOR FREEZER EVEREST E5RF3 SS X K-01 K-02 1 RANGE IMPERIAL IR-6-C 55 X X 36" RANGE WITH CONVECTION OVEN K-02 K-03 1 ICE MAKER ICE-O-MATIC ICE0250A 55 X X 540 ICE STORAGE BINS K-03 K-04 1 POT FILLER KROWN 16-161 DEFAULT X 18" SPOUT K-04 K-05 2 INDUCTION RANGE WARING WIH400 DEFAULT X K-05 K-06 2 DISHWASHER CMA DISHMACHINE5 UC50E 55 X X K-06 K-01 1 PREP SINK UNIVERSAL LJ2020-1R-43" 56 X DRAINBOARD ON THE RIGHT K-01 K-05 1 FAUCET KROWNE 1442 DEFAULT X K-08 K-n 1 3 BAY SINK UNIVERSAL LJ2424-3RL 55 X DRAINBOARDS LEFT AND RIGHT K-09 K-10 1 FAUCET KROWNE 11-109W DEFAULT X K-10 K-11 3 WASTE DRAIN KROWNE 22-204 DEFAULT X K-11 K-12 I HAND SINK KROWNE H5-32 55 X SIDE SPLASHES, SOAP d TOWEL DISPENSER K-12 K-13 1 RANGE HOOD CAPTIVEAIR SC-11111OFF 55 X K-13 K-14 I CORNER WORK TABLE 55 6°-0" X 5'-0" X 2'4" K-14 K-15 2 ENCLOSED BASE WORK TABLE 55 5'-0" X 2'-(o" K-15 K-I6 I WORK TABLE 58 5'-0" X 2'-6" K-16 K-11 1 WORK TABLE 55 V-0" X 2'4" K-11 NO_�: 1. ALL KITCHEN EQUIPMENT TO BE PURCHASED BY OWNER OUT5IDE" OUTSIDE OUTSIDE OUTSIDE ail 7,0 :3r,-7:1* SHEET FLOORING SEE FINISH PLANS CARPET SEE FINISH PLANS SCHLUTER SCHIENE AE80 TRANSITION PROFILE FLASH PATCH AS REQUIRED TO BRIM FLOOR FINISHES INTO ALIGNMENT TAPER AT Va" PER FOOT DOWN TO SUBSTRATE CARPET SEE FINISH PLANS SCHLUTER SCHIENE AE125 TRANSITION PROFILE CARPET SEE FINISH PLANS CARPET PAD OVER SUBSTRATE FLASH PATCH AS REQUIRED TO BRING FLOOR FINISHES INTO ALIGNMENT TAPER AT lf8" PER FOOT DOWN TO SUBSTRATE ���� tR,4Nsl1'IoN DEt,41L CARPET SEE FINISH PLANS SCHLUTER SCHIENE AE125 TRANSITION PROFILE CERAMIC TILE SEE FINISH PLANS SETTING BED OVER SUBSTRATE FLASH PATCH AS REQUIRED TO BRING FLOOR FINISHES INTO ALIGNMENT TAPER AT g" PER FOOT DOWN TO SUBSTRATE •.r ...� • I• A )M CARPET TILE SEE FINISH PLANS SCHLUTER SCHIENE AE200 TRANSITION PROFILE WOOD SEE FINISH PLANS FLASH PATCH AS REQUIRED TO BRING FLOOR FINISHES INTO ALIGNMENT TAPER AT Y8" PER FOOT DOWN TO SUBSTRATE lam - Ow I •• '� • • A rr CARPET FLOORING SEE FINISH PLANS SCHLUTER SCHIENE AE80 TRANSITION PROFILE CARPET SEE FINISH PLANS STUCCO EXPOSED PORTION OF FOUNDATION WALL. TO SMOOTH LEVEL SURFACE LINE OF DOOR HEAD ABOVE CONT. CAULK JOINT BOTH SIDES HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR 2X4 WD JAMB B%8" USCG MOLD TOUGH TYPE 'X' GYP BD EXISTING WD JOISTS 51/6" USG MOLD TOUC TYPE 'X' GYP BD 2X4 WD FURRING AT I(ollO.G. 2X6 WD HEAD WD BLOCKING -- CONT. CAULK JOINT BOTH SIDES HOLLOW MTL DOOR FRAME HOLLOW MTL DOOR REA12 DETAIL AT CELLAR ENTRANCE E HOLLOW MTL DOOR HOLLOW MTL DOOR FRAME DOOR SWEEP SEE DOOR SCHEDULE MTL THRESHOLD SEE DOOR SCHEDULE NEW CELLAR SLAB SEE CELLAR CONSTRUCTION PLAN `1 b4 a Q 4 Q X X X X X X 4 Q a 41 <i LINE OF CONIC. AREAWAY WALL BEYOND NEW SIDING OVER NEW HOUSE WRAP OVER NEW EXTERIOR GRADE PLYWOOD. SIDING TO MATCH EXISTING PATCH AND REPAIR ANY AFFECTED ADJACENT SURFACES_ NEW SIDING TO MATCH EXISTING. SHEATHING TO MATCH THICKNESS OF EXISTING . SPRAY INSULATION FULL DEPTH OR R-20 MIN. EXISTING SILL BEAM COPPER DRIP CAP P2" THICK CELLULAR PVC CLADDING OVER 3/4" EXTERIOR GRADE PLYWOOD 2X4 CELLULAR PVC TRIM SLOPE TOP OF EXPOSED FOUNDATION WALL. APPLY STUCCO FINISH SMOOTH LINE OF TOP OF EXISTING FOUNDATION WALL i i i i i EXISTING FOUNDATION WALL NEW AREAWAY SLAB SEE DETAIL 1/A405 ARCHITECTURE, PC,� 545.5 WESTCHESTER AVENUE DATE ISSUE TO PR DG 4/26/2018 FOR BID 611/2018 ADDENDUM 01 X 6/11/2018 ADDENDUM 02 X 611212018 ADDENDUM 03 X 1/9/2018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 1/912018 COORDINATION sz 3 6112/2018 ADDENDUM 03 sz 2 6111/2018 ADDENDUM 02 ez 1 6/1/2018 ADDENDUM "1 sz NO DATE REVISIONS BY 9 A A El 11 94 Ell w1l ki* 0 cxED Ai�c, a 14" N CHECKED BY:GG DATE: 1-MAT'- li WINDOW SCHEDULE FIRST FLOOR NO. R TYPE MAIL FIN15H EXTANT R.0, 51ZE HARDW,4RE NO. WIDTH HEIGHT HWARE COLOR COMMENT5 4 REMARK5 100 PARRE17 12 CASEMENT WD / WD PAINTED / PAINTED 15--2" 18'-11/2" STANDARD WHITE CURVED WINDOW d FRAME. EXTERIOR TO BE PAINTED, FULL WINDOW NOT INSERT REPLACEMENT 100 101 MARVIN 8 DBL HLWG CLAD / WD STONE U41TE /PAINTED 12'-5'" tb'-10" STANDARD U41TE 101 102 MARVIN 8 DBL HUNG CLAD / WD STONE WHITE /PAINTED t2'-5'" *-6'-10" STANDARD WHITE 102 103 MARVIN 9 DBL HUNG CLAD / WD STONE UNITE /PAINTED t3'-O" tV -10"' STANDARD WHITE 103 104 MARVIN 8 DBL HUNG CLAD / WD STONE WHITE /PAINTED t2'-5" t6'-10" STANDARD WHITE 104 105 MARVIN 8 DBL HUWi CLAD / WD STONE U41TE /PAINTED t2'-5" t6'-10" STANDARD WHITE 105 I06 MARVIN I CASEMENT CLAD / WD STONE WHITE /PAINTED t5'-1 1/2" t6'-I" STANDARD WHITE 106 106A MARVIN 16 FIXED CLAD / WD STONE WHITE /PAINTED 1'-0" t6'-7 NONE WHITE 106A 101 MARVIN 1 CASEMENT CLAD / WD STONE UNITE /PAINTED t5'-1 1/2" t6'-1" STANDARD UNITE 101 101A MARVIN 16 FIXED CLAD / WD STONE WHITE /PAINTED 1'-0" t6'-1" NONE WHITE 101A 106 MARVIN 8 DBL HUNG CLAD / WD STONE WHITE /PAINTED 12'-4" t6'-1" STANDARD WHITE 108 In MARVIN 13 DBL HLM CLAD / WD STONE UNITE /PAINTED t3'-4" *'-1" STANDARD UNITE 109 110 MARVIN 8 DBL HUNG CLAD / WD STONE U41TE /PAINTED t2'-4" *-6'-11' STANDARD UNITE 110 III MARVIN 11 AWNING CLAD / WD STONE U41TE /PAINTED 13'-4" 1*41 STANDARD WHITE 111 112 MARVIN I I AWNING CLAD / WD STONE WHITE /PAINTED t3'-4" t4'-1" STANDARD WHITE 112 113 MARVIN 11 AWNING CLAD / WD STONE U41TE /PAINTED iY-4" t4'-I" STANDARD U41TE 113 114 MARVIN 11 AWNING CLAD / WD STONE WHITE /PAINTED t3'-4" t4'-I` STANDARD WHITE 114 115 MARVIN 11 AWNING CLAD / WD STONE WHITE /PAINTED t3'-4" t4'4' STANDARD U41TE OBSCURED GLASS 115 116 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED T-10" 4'-0"" STANDARD U41TE FULL WINDOW NOT INSERT REPLACEMENT 116 III NOT USED 111 118 MARVIN 13 FIXED CLAD / WD STONE WHITE /PAINTED 13'-41" t4'-1" STANDARD WHITE OBSCURED GLASS Il8 119 MARVIN 14 DBL HUNG CLAD / WD STONE U41TE /PAINTED 13'-0" t6'-1" STANDARD WHITE OBSCURED GLASS 119 120 MARVIN 14 DBL HM CLAD / WD STONE U41TE /PAINTED t3'-O" t6'-1" STANDARD WHITE OBSCURED GLASS 120 121 MARVIN 14 DBL HUNG CLAD / WD STONE WHITE /PAINTED t3'-01' t6'-1" STANDARD WHITE OBSCURED GLASS 121 122 MARVIN 8 DBL HUNG CLAD / WD STONE WHITE /PAINTED t2'41 t4'-9" STANDARD WHITE OBSCURED GLASS 122 123 MARVIN 11 DBL HUNG CLAD / WD STONE WHITE /PAINTED ill-6" 14'-,3" STANDARD WHITE 123 124 MARVIN 11 DBL HUNG CLAD / WD STONE WHITE /PAINTED tl'-4" t6'-11" STANDARD WHITE OBSCURED GLASS 124 125 MARVIN 9 DBL HLM CLAD / WD STONE WHITE /PAINTED 13'-4" t6'-11' STANDARD U41TE OBSCURED GLASS 125 126 MARVIN 11 DBL HLING CLAD / WD STONE WHITE /PAINTED 0-41" t6"-1" STANDARD WHITE OBSCURED GLA55 126 121 MARVIN 6 CASEMENT CLAD / WD STONE WHITE /PAINTED t4'-4' t5'-0" STANDARD U41TE TEMPERED GLASS 121 126 MARVIN 15 FIXED CLAD / WD STONE WHITE /PAINTED tl'-0" tl'-0" STANDARD WHITE ROUND WINDOW, OBSCURED GLASS 128 129 MARVIN 16 FIXED CLAD / WD STONE UNITE /PAINTED 041 t6'-1" STANDARD UNITE 129 130 MARVIN 11 DBL HUNG CLAD / WD STONE UNITE /PAINTED t3'-41" t6'-1" STANDARD WHITE OBSCURED GLASS 130 131 MARVIN 9 DBL HUNG CLAD / WD STONE U41TE /PAINTED 0-4" t6'-1" STANDARD WHITE OBSCURED GLASS 131 132 MARVIN 11 DBL HUNG CLAD / WD STONE WHITE /PAINTED t3'-4" t6'-i" STANDARD WHITE OBSCURED GLASS 132 133 MARVIN 9 DBL HUNG CLAD / WD STONE WHITE /PAINTED tl'-41" t6'-1" STANDARD WHITE OBSCURED GLASS 133 134 MARVIN 12 DBL HUNG CLAD / WO STONE WHITE /PAINTED t3'-41" t6'-1" STANDARD WHITE FULL WINDOW NOT INSERT REPLACEMENT 134 135 MARVIN 12 DBL HLM CLAD / WD STONE WHITE /PAINTED 15'-2" t8'-1 1/2" STANDARD WHITE FULL WINDOW NOT INSERT REPLACEMENT i35 136 MARVIN 12 DBL HUNG CLAD / WD STONE WHITE /PAINTED t5'-2" 18'-1 1/2" STANDARD WHITE FULL WINDOW NOT INSERT REPLACEMENT 136 131 PARRET 12 CASEMENT WD / WD PAINTED /PAINTED t5'-21' t8'-1 1/2" STANDARD WHITE CURVED WINDOW d FRAME. EXTERIOR TO BE PAINTED, FULL WINDOW NOT INSERT REPLACEMENT 140 WINDOW TYPES (ELEVATION) - WINDOW SCHEDULE SECOND FLOOD N0, MFG. TYPE MAIL FIN15H EXTANT RD, 51ZE WIDTH HEIGHT HWARE COLOR COMMENTS 4 REMARK5 NO, 200 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-3" 8'-1 1/2" STANDARD WHITE 200 201 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 3'-2" 4'-9" STANDARD U41TE 201 202 MARVIN 2 DBL HUNG CLAD / U11D STONE WHITE /PAINTED 2'-31" 4'-9" STANDARD WHITE 202 202a MARVIN 2 DBL 14,1NG CLAD / WD STONE WHITE /PAINTED 2'-3" 4'-9" STANDARD U41TE NOT SEEN ON THESE ELEVATIONS 202a 203 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-21' 4'-9" STANDARD WHITE OBSCURED GLASS 203 204 MARVIN 3 DBL HUNG CLAD / Wp STONE WHITE /PAINTED 1'-0" 4'-9"' STANDARD WHITE 204 205 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-21" 4'-9" STANDARD WHITE 205 206 MARVIN 3 DBL HUNG CLAD / WD STONE WHITE /PAINTED 1'-01' 4'-9" STANDARD WHITE 206 201 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-2" 4'-9" STANDARD WHITE OBSCURED GLASS 201 201a MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-31" 4'-9" STANDARD WHITE NOT SEEN ON THESE ELEVATIONS 201a 208 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-41' 4'-91' STANDARD W41TF 206 209 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-4" 4'-9" STANDARD WHITE 209 210 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-4" 4'-9" STANDARD WHITE 210 211 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE 211 212 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE 212 213 MARVIN 1 DBL HUNG CLAD / WD STONE U41TE /PAINTED 2'-10" 4'-0' STANDARD WHITE 213 214 MARVIN i DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE 214 215 MARVIN 4 DBL HUNG CLAD / WD STONE WHITE /PAINTED 4'-01" 4'-0" STANDARD WHITE 215 216 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE OBSCURED GLASS 216 211 MARVIN 1 DBL HUNG CLAD / WO STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE I OBSCURED GLASS 211 218 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE OBSCURED GLASS 218 219 MARVIN I DBL 1 U.iNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE OBSCURED GLASS 219 220 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE OBSCURED GLASS 220 221 MARVIN 1 DBL HUNG CLAD / WD STONE U41TE /PAINTED 2'-10" 4'-0" STANDARD WHITE OBSCURED GLASS 221 222 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-21" 4'-9" STANDARD WHITE OBSCURED GLASS 222 223 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-21" 4'-9" STANDARD WHITE 223 224 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-4" 4'-9" STANDARD WHITE 224 225 MARVIN (o DBL HUNG PICTURE CLAD / WD STONE WHITE /PAINTED 5'-41' 4'-51' STANDARD WHITE 225 226 MARVIN 2 DBL HUNG CLAD / WD STONE U41TE /PAINTED T-41' 4'-9" STANDARD U41TE 226 221 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-2" 4'-9" STANDARD U41TE 221 226 MARVIN I DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-2" 4'-9" STANDARD WHITE 228 2213 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-2" 4'-9" STANDARD WHITE 229 230 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED 3'-2" 4'-91" STANDARD WHITE 230 231 MARVIN 2 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-2" 4'-9" STANDARD WHITE 231 232 MARVIN 1 DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-211 4'-9' STANDARD U41TE OBSCURED GLASS 232 233 MARVIN i DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-2" 4'-9" STANDARD WHITE 233 234 MARVIN i DBL HUNG CLAD / WD STONE WHITE /PAINTED Y-2" 4'-9" STANDARD WHITE 234 235 MARVIN 1 CASEMENT CLAD / UD STONE WHITE /PAINTED 4'-4'" 3'-6" STANDARD WHITE OBSCURED GLASS 234 WINDOW SCHEDULE ATTIC NO. MFG. TYPE MAIL FIN15H EXT/INT R.O. 51ZE WIDTH HEIGHT HWARE COLOR COMMENT5 4 REMARKS NO, 300 MARVIN 4 DBL HUNG CLAD / WD STONE U41TE /PAINTED T-10" 4'-0" STANDARD WHITE 300 301 MARVIN 4 DBL HUNG CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD U41TE 301 302 MARVIN 4 DBL HM CLAD / WD STONE WHITE /PAINTED 2'-10" 4'-0" STANDARD WHITE 302 303 MARVIN 4 DBL HUNG CLAD / UD STONE U41TE /PAINTED 2'-10" 4'-0" STANDARD WHITE 303 ME ® ❑ ❑❑ 4 l L--ffir TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 1 TYPE 8 TYPE 9 TYPE 10 TYPE 11 DOUBLE DOUBLE DOUBLE DOUBLE HOPPER CASEMENT CASEMENT DOUBLE DOUBLE FIXED AWNING HUMG HUNG HUNG HUNG HUNG HUNG NOTES: 1. ALL ROUGH OPENING SIZES ARE APPROXIMATE FIELD VERIFY ALL WINDOW AND DOOR SIZES, CONFIGURATIONS AND CONSTRUCTION. 2. THIS PROJECT HAS BEEN IDENTIFIED AS CONTAINING HAZARDOUS MATERIALS, INCLUDING (BUT NOT LIMITED TO). ASBESTOS CONTAINING MATERIALS (ACM'S) A5 WELL AS LEAD BASED PAINT (LBP). ALL INVOLVED PARTIES SHOULD REFER TO THE COMPLETE CONTRACT DOCUMENTS, ASBESTOS INSPECTION REPORT AND THE LEAD -BASED PAINT INSPECTION REPORT PREPARED BY HYGI=NIX, INC, INCLUDED AS A PART OF THE PROJECT SPECIFICATIONS FOR FURTHER INFORMATION. 3, ANY WORK THAT WILL INVOLVE DISTURBANCE OF LEAD -BASED PAINT MUST BE PERFORMED BY AN EPA CERTIFIED CONTRACTOR OR FIRM THAT HAS AND EPA RRP (RENOVATION, REPAIR AND PAINTING) CERTIFICATION OR CHECK WITH LOCAL AGENCIES FOR THEIR REQUIREMENTS. 4, ALL DEBRIS AS A RESULT OF DEMOLITION AND CONSTRUCTION OPERATIONS SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF THE CONSTRUCTION SITE. ANY DEBRIS CONTAINING HAZARDOUS MATERIALS $HALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE CODES 4 REGULATIONS. I 11 Mind TYPE 12 CASEMENT TYPE 13 TYPE 14 FIXED DOUBLE HUNG TYPE 16 FIXED TYPE i't DOUBLE HUNG EXISTING SUBSILL REMOVE PAINT PATCH AND REPAIR AND PREP FOR PAINTING IF SUB SILL IS ROTTED REPLACE EXISTING TRIM AND SIDING REMOVE LOOSE PAINT SAND AND PREP FOR PAINTING GYP, BD. OVER STING FRAMING NEW WINDOW CASING IL 294 �#: INTERIOR ELEVATIONS FOR FINISH NEW INSERT REPLACEMENT WINDOW MARVIN OR EQUAL INSTALL NEW MEMBRANE SILL FLASHING WRAP UP JAMB5 EXISTING SILL STRIP PAINT PATCH AND REPAIR AND PREP FOR PAINTING NEW STOOL IL-418 SEE INTERIOR ELEVATIONS FOR FINISH SPRAY FOAM INSULATION BETWEEN EXISTING FRAMING TO ACHIVE FULL DEPTH OR R-20 MIN, NOTE: I. REPLACE ANY ROTTED WOOD WITH NEW AT TRIM USE CELLULAR PVC AZEK OR EQUAL. REPLACE ANY DAMAGED FLASHING WITH NEW. 2, AT WINDOWS WHERE TRIM 15 TO REMAIN STRIP PAINT PATCH AND REPAIR AND PREP TRIM FOR PAINTING IHCHIIHIM I`ACI[ITY KANNING IN1111 S 0 ARCHITECTURE, Is.C,1 545.5 WESTCHESTER AVENUE i 914-937-5596 122 N RIDGE ST RYE BROOK, .♦sK 10571 DATE ISSUE TO PR DG 412612016 FOR BID 61712018 ADDENDUM *) X 611112018 ADDENDUM *2 X 611212018 ADDENDUM *3 X I/9/2018 FOR RE -BID X S/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 6/12/2018 ADDENDUM *3 sz 2 611112018 ADDENDUM *2 sz 1 61112018 ADDENDUM *1 sz NO DATE REVISIONS BY WINDOW SCHEDULES PROJI NO.: 21ro IS B RED ARC, SCALE: NOTED DRAWN BY: 5Z 14A �QQ� CHECKED BY:GG FN1 DATE:A�500 l INTERIOR DOCR 5C:HEDULE GELLAR DOOR FRAME HARDWARE 5ET NO. COMMENTS 4 REMARK5 NO. NO, WIDTH HEIGHTTHICK TYPE MATL FINISH MATL DETAIL FIN15N HEAD JAM � SI SILL 01 3'-0" l'-O" I%" E H.M. PAINTED MTL. 4/A502 3/A502 NONE PAINTED 14 1 HR RATED 01 02 V-0" l'-0" I%" D H.M. PAINTED MTL. 13/A502 12/A502 NONE PAINTED 8 02 03 3'-01" 4'-0" If" D HM, PAINTED MTL. Il/A502 10/A502 NONE PAINTED 2 HEIGHT 4 WIDTH TO 15E V.I.F, INSULATED UNIT 03 04 3'-0" 1 V.I.F. I 11" D W.M. PAINTED MTL. 4/A502 3/A502 NONE PAINTED 8 04 INTERIOR DOOR 5GHEDULE F R &T F:LOCfR POOR FRAME HARDWARE SET NO. COMMENTS 4 REMARKS NO. NO. WIDTH EIGHTTHICK TYPE MATL FIN15H MATL DETAIL FINISH HEAD JAMB _ SILL 100 (2) 2'-6" 9'-4" 0/" A MDF PAINTED WD EXIST EXIST T50 PAINTED 6 MARYIN DOOR l00 101 2'4" 1'-0" 1 /4" E MDF PAINTED WD 2/A502 I/A502 TBD PAINTED 20 101 102 V-0"' 1'-0" I%" D MDF PAINTED WD 2/A502 I/A502 15/A502 PAINTED 18 102 103 3'-0" 1'-0" I-" J MDF PAINTED WD 2/A502 I/A502 16/A502 PAINTED 13 103 104 3'-0" 1'--01" il" D MDF PAINTED WD 2/A502 I/A502 15/A502 PAINTED 18 104 105 Y-O" 1'-0" Iy4" F H.M. PAINTED MTL. 4/A502 3/A502 15/A502 PAINTED 15 1 HR RATED 105 106 3'-0" l'-O" IY4" D HM, PAINTED MTL. 4/A502 3/A502 NONE PAINTED 9 1 HR RATED 106 101 Y-O" 1'-0" IY4' E HM. PAINTED MTL. 4/A502 3/A502 I/A503 PAINTED 10 101 106 (2)V-0" l'-0` IY4" G H.M. PAINTED MTL. 4/A502 3/A502 NONE PAINTED 12 108 109 (2) 3'-0" 1'-0" I%" H S.S. SATIN MTL, 6/A502 5/A502 15/A502 S.S. NA. DOUBLE ACTING, 5ELF , ERVICE PRO SERIES 30 18 GA. S.S.FINI5H, 8XI4 109 INTERIOR DOORS SCHEDULE SECONID FLOOR DOOR FRAME HARDWARE 5ET NO. COMMENTS 4 REMARKS NO. NO. WIDTH SIGH THICK TYPE MATL FINISH MATT. DETAIL FINI5H MEAD JAMB _ SILL 200 3'-0" 1'-01" IY4" D MDF PAINTED WD 2/A502 1/A502 3/A503 PAINTED }6 200 201 3'-0" 1'-0" I!" D MDF PAINTED WD 2/A502 1/A502 4/A503 PAINTED 21 201 202 3'-0" 1'-0" %4" D MDF PAINTED WD 2/A502 1/A502 NONE PAINTED l 202 203 Y-O" 1'-0" IY4" D MDF PAINTED WD 2/A502 }/A502 1/A503 PAINTED 21 203 204 3'-0" 1'-0" 1%" D MDF PAINTED WD 2/A502 1/A502 4/A503 SIM PAINTED l 204 205 NOT USED 205 206 3'4" 1'-0" 1%1" D MDF PAINTED WD 2/A502 I/A502 NONE PAINTED 22 206 201 2'-6" 1'-0" 1%" D MDF PAINTED WD 2/A502 I/A502 NONE PAINTED l 201 208 3'-0" 1'-0" I%" D MDF PAINTED WD 2/A502 1/A502 1/A503 PAINTED 10 208 9 -0" 1'-01' I%" D MDF PAINTED WD 2/A502 I/A502 I/A503 PAINTED 11 1 HR RATED 209 210 2'4" 1 6'4' 1%" D MDF PAINTED WD 2/A502 1/A502 NONE PAINTED l 210 211 213- 7-0" I%" I MDF PAINTED WD 2/A502 1/A502 NONE PAINTED 11 211 212 -O"' 1'-0" IY4" D MDF PAINTED WD 2/A502 I/A502 5/A503 PAINTED 20 212 213 3"-0" 1 -O" I%" D MDF PAINTED WD 2/A502 1/A502 NONE PAINTED l 213 214 3'-0" 1'-0" I%" D MDF PAINTED WD 2/A502 1/A502 3/A503 PAINTED I6 214 215 3'-0" 1'-0" 1%" D MDF PAINTED WD 2/A502 1/A502 2/A503 PAINTED 21 215 216 3'-0" l'-0" I4" D MDF PAINTED WD 2/A502 I/A502 NONE PAINTED l 216 HARDWARE SET 1.0 CITY ITEM ITEM NUMBER FINISH MANUF. 8 HINGE TA3331 US32D MCKINNEY 1 SURFACE VERT ROD EXIT DG1 16 43 55 56 NB8710 306 X 863 US32D SARGENT 1 AUTOMATIC OPENER 6330 689 NORTON 2 ACTIVATING DOOR SWITCH 506 NORTON I THRESHOLD 273x3 AEG PEMKO 2 ELECTROLYNX HARNESS - FRAME QC-C1500P MCKINNEY 2 ELECTROLYNX HARNESS - DOOR QC-CXXX (SIZE AS REQUIRED) MCKINNEY 1 CARD READER 4303 SARGENT I ELECTRIC POWER TRANSFER EL-CEPT SECURITRON 1 WIRING DIAGRAM WD-SYSPK SARGENT 2 POSITION SWITCH DPS-M-GY SECURITRON 2 DOOR SWITCH 501 NORTON 1 POWER SUPPLY AQD6 SECURITRON 2 KICK PLATE K1050 6" HIGH BEV CSK US32D ROCKWOOD 2 'KICK -DOWN DOOR STOP 461L US26D ROCKWOOD 2 FLUSH BOLT 555 US26D ROCKWOOD HARDWARE SET 2.0 QTY ITEM ITEM NUMBER FINISH MANUF. 2 HINGE TA3331 US32D MCKINNEY 1 CLASSROOM LOCK DG18237 TOMQ US15 SARGENT 2 CONC OVERHEAD STOP 2-X36 630 RIXSON 1 THRESHOLD 273x3 AFG PEMKO 1 IGASKETING 1290APK X 2891AM PEMKO HARDWARE SET 3.0 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 ELECTRIFIED RIM EXIT DG11643558876-24V ETMQ US32D SARGENT 1 SURFACE CLOSER UN17500 689 NORTON 1 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 THRESHOLD 273x3 AFG PEMKO 1 GASKETING 290APK X 2891APK PEMKO 1 SWEEP 18061CNB PEMKO 1 ELECTROLYNX HARNESS - FRAME QC-C1500P MCKINNEY 1 ELECTROLYNX HARNESS - DOOR QC-CXXX (SIZE AS REQUIRED) MCKINNEY 1 CARD READER 4303 SARGENT 1 ELECTRIC POWER TRANSFER EL-CEPT SECURITRON 1 WIRING DIAGRAM WD-SYSPK SARGENT 1 POSITION SWITCH DPS-M-GY SECURITRON 1 MOTION SENSOR XMS SECURITRON 1 PUSH BUTTON EEB2 SECURITRON 1 POWER SUPPLY AQD6 SECURITRON 1 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 4.0 QTY ITEM ITEM NUMBER FINISH MANUF. 8 HINGE TA3331 US32D MK 1 SURFACE VERT ROD EXIT DG1 16 43 NB8710 306 X 863 US32D SARGENT 1 SURFACE CLOSER UN17500 689 NORTON I THRESHOLD 273x3 AFG PEMKO 2 KICK PLATE K1050 6" HIGH BEV CSK US32D ROCKWOOD 2 KICK -DOWN DOOR STOP 461L US26D ROCKWOOD 2 FLUSH BOLT 555 US26D ROCKWOOD HARDWARE SET 5.0 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 STOREROOM LOCK DG1 8204 TOMQ US15 SARGENT 1 SURFACE CLOSER UN17500 689 NORTON 1 THRESHOLD 273x3 AFG PEMKO 1 GASKETING 290APK X 2891APK PEMKO 1 SWEEP 18061CNB PEMKO 2 KICK PLATE K1050 6" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 6.0 QTY ITEM ITEM NUMBER FINISH MANUF. 8 HINGE TA3331 US32D MCKINNEY 1 PASSAGE SET 8215 TOMQ US15 SARGENT 1 DUMMY SET US15 SARGENT 2 FLUSH BOLT 555 US26D ROCKWOOD 2 ISILENCER 608/609 ROCKWOOD 2 DOOR STOP RM850 US26D ROCKWOOD 2 KICK -DOWN DOOR STOP 461L US26D ROCKWOOD HARDWARE SET 7.0 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 STOREROOM LOCK DG1 8204 TOMQ US15 SARGENT 1 DOOR STOP RM850 US26D ROCKWOOD 3 ISILENCER 608 / 609 ROCKWOOD HARDWARE SET 8.0 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 STOREROOM LOCK DG1 8204 TOMQ US15 SARGENT I SURFACE CLOSER 7500 / P7S00 689 NORTON 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 CONC OVERHEAD STOP 2-X36 630 RIXSON 3 SI LENCER 608 / 609 ROCKWOOD EXTERIOR DOORS 5C�4EDULE POOR FRAME HARDWAREGLAZING VET NO, COMMENTS E REMARKS NO. FIN DETAIL NO, WIDTHTH HEIGHT THICK TYPE MATL MATL FINISH HEAD JAMB _ SILL INVEXTERIOR 501 3'-0" 1'-01, D METAL NONE PAINTED METAL 1/A503 (o/A503 8/A503 PAINTED 5 EGRE55, INSULATED 5EG1 EO (2) t2'-6" 4'-2" 2 1/4" A CLAD / WD LOW E2 W/ARGON TEMPERED STONE LUHITE/W41TE WD 9/A502 SIM 9/A502 SIM 9 51M WHIT/A502 E CLAD 4 MARYIN, EGRESS, TEMP GLA55 EO El YIF 4'-2" 2 1/4" C CLAD / UD LOW E2 W/ARGON TEMPERED STONE WHITE/WHITE WD XX WHITE NA. MARYIN, 51DELITE, TEMP GLASS El CLAD E2 YIF t9'-2" 2 1/4" C GLAD / WO LOW E2 W/ARGON TEMPERED STONE WHITE/WHITE WD ><>< WHITE CLAD N.A. MARYIN SIDELITE, TEMP GLASS E2 E3 NOT USED E3 E4 NOT USED E4 E5 +9'-2" 2 1/41' 5 CLAD / WD LOW E2 W/ARGON TEMPERED STONE WHITE/WHITE WD 5/A403 C/A403 A/A403 WHITE I MARYIN„ EGRESS, TEMP GLASS, UNEQUAL LEAVES E5 (1) t2"-0" CLAD E6 3'-6" 1'-0" 2 1/4" F METAL LOW E2 W/ARSON TEMPERED STONE WHITE/WHITE METAL 8/A502 1/A502 9/A502 PAINTED 3 EGRE56, TEMP GLASS, INSULATED E6 El 3'-0" 1'-01' 2 1/4"i D METAL LOW E2 W/ARGON TEMPERED STONE WHITEtU1HITE METAL 8/A502 l/A502 9/A502 PAINTED 3 EGRESS, WIRE GLASS, INSULATED El E8 t9 -2 2 1/4„ 5 CLAD / WD LOW E2 W/Ai�GON TEMPERED STONE WHITE/WHITE WD B/A403 G/A403 A1A403 WHITE 1 MA R YIN GLASS, UN A EGRESS TEMP P GL S EQUAL LE VES E8 ll) t2'-0" GLAD „ , E9 (2) t2'46" tV-0" 2 1/4" A CLAD / WD LOW E2 W/ARGON TEMPERED STONE WHITE/UIHITE WD T5D T5D T5D PAINTED FACTORY SUPPLIED PARRETT, TEMP GLASS, CUSTOM CURVED DOOR E9 E10 (2) t2'-6" tS'-4" 2 1/4i' A CLAD / WD LOW E2 W/ARGON TEMPERED STONE WHITE/WHITE WD 5/A403 C/A403 T5D WHITE CLAD FACTORY SUPPLIED MARYIN, TEMP GLASS El0 Ell (2) t2'4" t9'-41' 2 1/4'" A CLAD / UV LOW E2 W/ARGON TEMPERED STONE WHITE/WHITE WD 5/A403 C/A403 T5D WHITE CLAD 4 MARYIN„ TEMP GLASS, EGRESS Ell E12 (2) 4'4" 4'-4" 2 1/4" A CLAD / UJI) LOW E2 W/ARRGON TEMPERED STONE WHITE/1441TE WD 5/A403 C/A403 T5D WHITE CLAD FACTORY SUPPLIED MARYIN, TEMP GLASS E12 E13 (2) 4'4" t9'-4" 2 1/4" A CLAD / WD LOW E2 W/AEON TEMPERED STONE WHITE/UIHITE WD 5/A403 C/A403 T5D WHITE CLAD 4 MARYIN,, EGRESS, TEMP GLASS E13 HARDWARE SET 9.0 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 STOREROOM LOCK DG1 8204TOMQ US15 SARGENT 1 SURFACE CLOSER 7500 /P7500 689 NORTON 1 DOOR STOP RM850 US26D RO 1 GASKETING S773BL PEMKO 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 KICK -DOWN DOOR STOP 461L US26D ROCKWOOD HARDWARE SET 10 QTY ITEM ITEM NUMBER FINISH I MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 OFFICE LOCK DG1 T3 318205 TOMQ US15 SARGENT 1 DOOR STOP RM850 US26D ROCKWOOD 3 SILENCER 608/609 ROCKWOOD 1 SURFACE CLOSER 17500 / P7500 689 NORTON 2 KICK PLATE IK1050 10" HIGH BEV CSK US32D ROCKWOOD 1 KICK -DOWN DOOR STOP 1461L US26D I ROCKWOOD HARDWARE SET 11 QTY ITEM ITEM NUMBER FINISH MANUF. 6 HINGE TA3331 US32D MCKINNEY 1 DUST PROOF STRIKE 570 US26D ROCKWOOD 2 FLUSH BOLT 555 US26D ROCKWOOD 1 ICLASSROOM LOCK DG18237TOMQ US15 SARGENT 2 DOOR STOP RM850 US26D ROCKWOOD 2 SILENCER 608/609 ROCKWOOD 2 SURFACE CLOSER 7500 / P7500 689 NORTON 4 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 2 KICK -DOWN DOOR STOP 1461L US26D I ROCKWOOD HARDWARE SET 12 QTY ITEM ITEM NUMBER FINISH MANUF. 6 HINGE TA3331 US32D MCKINNEY I DUST PROOF STRIKE 570 US26D ROCKWOOD 2 FLUSH BOLT 555 US26D ROCKWOOD 1 CLASSROOM LOCK DG18237 TOMQ US15 SARGENT 2 CONC OVERHEAD STOP 2-436 630 IRIXSON 2 SILENCER 608/609 ROCKWOOD 4 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 13 QTY ITEM ITEM NUMBER FINISH MANUF. 4 HINGE TA3331 US32D MK 1 CLASSROOM LOCK DG18237TOMQ US15 SARGENT 1 DOOR STOP RM850 US26D ROCKWOOD 1 DOOR STOP RM860 US26D ROCKWOOD 4 SILENCER 608/609 ROCKWOOD 1 SURFACE BOLT 630-8 US26D ROCKWOOD 2 KICK PLATE K1050 10" HIGH BEV CSK US32D I ROCKWOOD HARDWARE SET 14 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 CLASSROOM LOCK DG18237 TOMQ US15 SARGENT 1 SURFACE CLOSER 7500/P7500 689 NORTON 1 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 DOOR STOP RM850 US26D ROCKWOOD 3 SILENCER 608 / 609 ROCKWOOD 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 15 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 CLASSROOM LOCK DG18237 TOMQ US15 SARGENT 1 SURFACE CLOSER 7500 / P7500 689 NORTON 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 DOORSTOP RM850 US26D ROCKWOOD 1 GASKETING S773BL PEMKO HARDWARE SET 16 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY I PRIVACY SET T3 49 8265 TOMQ US15 SARGENT 1 SURFACE CLOSER 7500 / P7500 689 NORTON 1 DOOR STOP RM850 US26D ROCKWOOD 3 SILENCER 608/609 ROCKWOOD 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 17 QTY ITEM ITEM NUMBER FINISH IMANUF. 3 HINGE TA3331 US32D MCKINNEY 1 PASSAGE SET 8215 TOMQ US15 SARGENT 1 SURFACE CLOSER 7500/ P7500 689 NORTON 1 DOOR STOP RM850 US26D ROCKWOOD 1 GASKETING S773BL PEMKO, 2 IKICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 18 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 PUSH PLATE 77GRKW US32D ROCKWOOD 1 PULL PLATE 148X77C US32D ROCKWOOD 1 SURFACE CLOSER 7500 / P7500 689 NORTON 1 DOOR STOP RM850 US26D ROCKWOOD 3 SI LENCER 608/609 ROCKWOOD 1 DEADBOLT 487 US26D SARGENT 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 1 KICK -DOWN DOOR STOP 1461L US26D I ROCKWOOD HARDWARE SET 19 QTY ITEM ITEM NUMBER FINISH MANUF. 6 HINGE TA3331 US32D MCKINNEY 2 PUSH PLATE 70C-RKW US32D ROCKWOOD 2 PULL PLATE 111X70C US32D ROCKWOOD 2 SURFACE CLOSER 7500 / P7500 689 NORTON 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD 2 DOOR STOP RM850 US26D ROCKWOOD 2 SILENCER 608 / 609 ROCKWOOD HARDWARE SET 20 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 CLASSROOM LOCK DG18237TOMQ USIS SARGENT 1 DOORSTOP RM850 US26D ROCKWOOD 3 SILENCER 608 / 609 ROCKWOOD 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 21 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY I CLASSROOM LOCK DG18237 TOMQ US15 SARGENT 1 CONC OVERHEAD STOP 2-X36 630 RIXSON 3 SILENCER 608 / 609 1 ROCKWOOD 2 KICK PLATE K1050 10" HIGH BEV CSK US32D ROCKWOOD HARDWARE SET 22 QTY ITEM ITEM NUMBER FINISH MANUF. 3 HINGE TA3331 US32D MCKINNEY 1 OFFICE LOCK DG1 T3 318205 TOMQ US15 SARGENT 1 DOOR STOP RM850 US26D ROCKWOOD 3 SI LENCER 608 / 609 ROCKWOOD DOOR TYPES (ELEVATION): r✓" SHED 4 FLUSH 5OLT � \ \ I I + I I ++ I + I I TYPE,4 TY�E f5 TYPE G TEE Q TYPE TYPE F TYPE Cx TYPE H TYPE I TYPE J GENERAL NOTES- 1. ALL ROUGH OPENING SIZES ARE APPROXIMATE FIELD VERIFY ALL WINDOW AND DOOR SIZES AND CONFIGURATIONS. 2. THIS PROJECT HAS BEEN IDENTIFIED AS CONTAINING HAZARDOUS MATERIALS, INCLUDING (BUT NOT LIMITED TO).. ASBESTOS CONTAINING MATERIALS (ACM'S) AS WELL AS LEAD BASED PAINT (LBP). ALL INVOLVED PARTIES SHOULD REFER TO THE COMPLETE CONTRACT DOCUMENTS, ASBESTOS INSPECTION REPORT AND THE LEAD -BASED PAINT INSPECTION REPORT PREPARED BY HYGENIX, INC, INCLUDED AS A PART OF THE PROJECT SPECIFICATIONS FOR FURTHER INIFORMATION. 3. ANY WORK THAT WILL INVOLVE DISTURBANCE OF LEAD -BASED PAINT MUST BE PERFORMED BY AN EPA CERTIFIED CONTRACTOR OR FIRM THAT HAS AND EPA RRP (RENOVATION, REPAIR AND PAINTING) CERTIFICATION OR CHECK WITH LOCAL AGENCIES FOR THEIR REQUIREMENTS. 4, ALL DEBRIS AS A RESULT OF DEMOLITION AND CONSTRUCTION OPERATIONS SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF THE CONSTRUCTION SITE. ANY DEBRIS CONTAINING HAZARDOUS MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE CODES t REGULATIONS. HARDWARE NOTES- 1, ALL MARYIN DOOR UNITS SHALL BE FACTORY ORDERED PRE -HUNG COMPLETE WITH HINGES INSTALLED. ADDITIONAL HARDWARE SHALL 5E AS SPECIFIED IN SCHEDULE AND SPECIFICATIONS, CONTRACTOR SHALL FIELD (OR SHOP) PREPARE DOORS AND FRAMES TO RECEIVE ADDITIONAL SPECIFIED HARDWARE. FACTORY INSTALLED HINGES WILL LIKELY REQUIRE FIELD REPLACEMENT BY CONTRACTOR WITH HINGES SPECIFIED IN APPLICABLE HARDWARE SET. CONTRACTOR SHALL COORDINATE.. 2. MARYIN AND PARRETT DOOR UNITS SPECIFIED WITH FACTORY SUPPLIED HARDWARE SETS SHALL BE STANDARD COMMERCIAL DOOR HARDWARE AS PROVIDED BY RESPECTIVE MANUFACTURER FINISH AS PER SPECIFICATIONS. 3. CONTRACTOR SHALL CONFIRM ALL HARDWARE COMPATIBILITY WITH HARDWARE VENDOR AS WELL AS DOOR MANUFACTURER PRIOR TO SUBMISSION TO ARCHITECT FOR APPROVAL. COORDINATE SUGGESTED DEVIATIONS WITH ARCHITECT PRIOR TO FORMAL APPROVAL SUBMITTAL. 4. ALL MARYIN AND PARRETT EXTERIOR DOOR KNITS SHALL RECEIVE KICKPLATES - INTERIOR SIDE ONLY. REFER TO SIMILAR DOORS AND HARDWARE TYPES FOR KICKPLATE SPECIFICATIONS. 5. ALL EXTERIOR MARYIN AND PARRETT DOOR UNITS SHALL RECEIVE KICK DOWN DOOR STOPS - ONE PER LEAF. REFER TO SIMILAR DOORS AND HARDWARE FOR KICK DOUN DOOR STOP SPECIFICATIONS. 6. KICKPLATES FOR EXTERIOR DOORS SHALL BE MOUNTED ON INTERIOR SIDE ONLY. I0CH11EC1M faCiillY PUNNING INIERIORSI 11 ARCNIfiEC1URE PC,j 545.5 WESTCHESTER AVENUE 914-937-5596 RYE BROOK, NY 10571 DATE ISSUE TO PR DG 4126I2018 FOR BIp /1/2018 ADDENDUM "1 X 6/ll/2018 ADDENDUM'S X 6/12/2018 ADDENDUM'3 X l/9/2018 FOR RE -BID X 9/6/2018 FOR PERMIT 4 4 1/9/2018 COORDINATION sz 3 6112/2018 .ADDENDUM 03 sz 2 6l11/2018 ADDENDUM *1 � sz } 6/1/2018 ADDENDUM *1 az Nth DATE REVISIONS BY .DOOR SCHEDULES & HARDWARE SETS PRQJ NO.: 21ro IS �pRED AFDC — �� �tPNFRq� SCALE: NOTED `� Ca DRAWN BY: 14r1 Q¢� CHECKED BY:GG DATE: 1- -li VTYPE 'X'GYP BDONW000 0011HIM 4C11111 PlMI G WHIM FRAMING BOTH SIDES MELD VERIFY FIELD TTENUATION INSULATION V TYPE 'X' GYP 5D ON WOOD NEW WD TRIM SEE INTERIOR VERIFY SOUND ATTENUATION HOLLOW METAL DOOR FRAME FRAMING BOTH SIDES ELEVATIONS FOR TYPE —� INS INSULATION V TYPE 'X' GYP BD ON WOOD HOLLOW METAL DOOR FRAME FRAMING BOTH SIDES TRUSTILE DT6916 (OG PROFILE) V TYPE 'X' GYP BD ON WOOD HOLLOW METAL DOOR DOU5LEKITCHEN FRAMING BOTH SIDES 2X6 WD HEADER DOOR SEE DOOR SCHEDULE 2X6 WOOD HEADER TRUSTILE FLAT INTERIOR JAMB TRUSTILE PREHUNG DOOR NEW Wiz TRIM SEE INTERIOR A R C Hi 1 E C 1 U R E P C. ELEVATIONS FOR TYPE fl �! _ pL I- -- -- "" IF,Q v W � �i TRUSTILE DTS916 COG PROFILE) HOLLOW METAL D00 FRAME _ TRUSTILE AT.__INTERIOR JAMB ;. .:... .. .. :..,. HOLLOW METAL DOOR TRUSTILE PREHUNG DOOR 2„ 545.5 WESTCHESTER AVENUE V TYPE 'X' GYP BD ON WOOD FRAMING BOTH SIDES ? „ 3Y ROCKWOOL SOUND 3 " ROCKWOOL SOUND RYE BROOK, NY 10573 ATTENUATION INSULATION ATTENUATION INSULATION 914-937-5596 NEW SIDINGS MATCH EXISTING PATCH AND REPAIR ALL 5f8" TYPE 'X' GYP BD ON WOOD FFINISH SEE FLOOR Nis" /a USG MOLD TOUGH TYPE X 3y" ROCKWOOL SOUND 2 ADJACENT SIDING AFFECTEDGYP FRAMING AT 16" O.C.MATCH WIDTH FINISH PLANS BD ON 2X4 WOOD ATTENUATION INSULATION BY NEW WALL INFILL AND DOOR OF EXISTING WALL HOLLOW METAL DOOR FRAMING AT 16 O.C. CI IAW�ORV MANSION INSTALLATION NEW SIDING: MATCH EXISTING FRAME PATCH AND REPAIR ALL HOLLOW METAL DOOR RENOVATION/ALTERATION CONT CAULKING ADJACENT SIDING AFFECTED DOOR SWEEP SEE — VTYPE 'X' GYP BD ON WOOD FRAMING BOTH SIDES 2X4 CELLULAR PVC TRIM BY NEW WALL INFILL AND DOOR INSTALLATION HARDWARE SCHEDULE AROUND DOOR OPENING DOOR THRESHOLD SEE 2X6 WOOD HEADER CONT CAULKING NEW EXTERIOR GRADE PLYWOOD HARDWARE SCHEDULE SHEATHING DEPTH TO MATCH „ ADJACENT EXISTING SIDING HOLLOW METAL DOOR SPRAY FOAM INSULATION FULL - �� �, !2 PREFORMED HOLLOW METAL DOOR FRAME PAINTED 122 N RIDGE ST DOUBLE SWING SS. KITCHEN DOOR SEE DOOR SCHEDULE DEPTH OR MIN R-20 CONT CAULKING EXPANSION FILLER 2X4 WD FURRING AT 16" O.C. RYE BROOK, NY 10573 EXISTING CONSTRUCTION GONt. CAULK JOINT `+ NEW CONC, SLAB SEE - EXISTING CONSTRUCTION Q DETAIL I/A405 HOLLOW METAL 000R COPPER DRIP CAP DATE ISSUE TO PR DG HOLLOW METAL FRAME W L # D -- (2) 2X WD DOOR JAMB 2X4 CELLULAR PVC TRIM 41261201& FOR BID SPRAY FOAM INSULATION FULL AROUND DOOR OPENING C 611/2018 ADDENDUM M X DEPTH OR MIN R-20 CONT CAULKING ��� 6111/2018 ADDENDUM +2 X 5/g" TYPE 'X' GYP BD ON NEW HOLLOW METAL FRAME �' 611212016 ADDENDUM 03 X WOOD FRAMING MATCH WIDTH — HOLLOW METAL DOOR 1/9/2018 FOR RE -BID X OF EXISTING WALL S/6/2018 FOR PERMIT 4 2X6 W000 HEADER H A PgTAIL KITCHEN DOO HOLLOW METAL 3 JAM5 DETAILHO OW METAL HEAD TAI S TH SHO.�p�TAI � HOLLOW METAL JAM DETAIL a s 3. V MOLD RESISTANT TYPE 'X' �_ -- — EXISTING CONSTRUCTION EXISTING CONSTRUCTION GYP BD ON 2X4 WOOD V USG MOLD TOUGH TYPE 'X' FURRING AT I6" O.C. GIs° USCx MOLD TOUGH TYPE 'X' GYP BD ON 2X4 WOOD GYP BD ON 2X4 WOOD FURRING AT 16" O.C. FRAMING AT I6" O.C. 2X4 WD FURRING AT 16" O.G. 2X6 WD HEADER 2X6 WD HEADER HOLLOW METAL DOOR FRAME PAINTED HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR FRAME PAINTED 2X4 WD JAMB FRAMING USG MOLD TOUGH TYPE 'X' GYP SD ON 3/4," PLYWOOD OVER WD BLOCKING EXISTING CONSTRUCTION HOLLOW METAL DOOR FRAME 5/g" MOLD RESISTANT TYPE 'X' GYP BD PAINTED 15/8" MTL STUD FURRING AT 16" O.C. ON 3/4," PLYWOOD OVER WD BLOCKING HOLLOW METAL DOOR CONT. CAULK JOINT CORNER BEAD SPACKLE AND TAPE 15/g" MTL STUD FURRING AT 16" O.G. CORNER BEAD SPACKLE AND TAPE 4 1/912018 COORDINATION sz HO OW METAL A DETAILHO OW METAL H A TAI 611212018 ADDENDUM *3 sz 1i HO OW METAL JAM5 DETAIL 13 2 6/11/2018 ADDENDUM 02 sz I 61112018 ADDENDUM 01 sz NO DATE REVISIONS BY WOOD SEE FINISH PLANS OUTSIDE ROOM INSIDE ROOM OUTSIDE ROOM INSIDE ROOM OUTSIDE ROOM INSIDE ROOM DOOR & THRESHOLD DETAILS SCHLUTER SCHIENE AE200 DOOR DOOR TRANSITION PROFILE DOOR DOOR CERAMIC TILE SEE DOOR FIN CERAMICISH PLANS SEE ALIGN CERAMIC TILE SEE CERAMIC TILE SEE FINISH FINISH PLANS FINISH PLANS PLANS SCHLUTSCHLUTER acHIENE AE125 TRANSI ION PROFILEE125 —__-- PROJ NO.: 2Iro 18 SCHLUTER SCHIENE AE125 TRANSITION PROFILE ReD Arc vSH PLANS TRANSITION PROFILE CARPET SEE FINISH SHEET FLOORING SEE .�a ��p,N t� , SCALE: NOTED ALIGN ALIGN AL IGN FINISH PLANS a�✓ � ,N.., ��� C> FLASH PATCH AS REQUIRE TO BRING FLOOR FINISHES �� � ;, i r. F .ASH ATCH AS QUI � i ,� i i L P RE RED °�► iii�iri�iii :: f/ * DRAWN BY: S INTO ALIGNMENT TAPER AT �,, �r ��r �i ��i ��i ., ,/ �// //. TO BRING FLOOR FINISHES _�- . ,. .:. SETTING BED OVER AT / //� INTO ALIGNMENT TAPER YS PER FOOT DAWN TO "" CHECKED BY:CC-� SUBSTRATE � SUBSTRATE Y8" PER FOOT DOWN t0 ,�T 514.1 SUBSTRATE N'I`i SETTING BED OVER SETTING BED OVER SETTING 5ED OVER DATE: 1-MAY -11 SUBSTRATE SUBSTRATE SUBSTRATE n FLOOR TRANSITION DE7AIL n FLOOR ?RANSITION DETAIL v FLOOR 7RQNSItION DE?AIL n FLrJOR TRANSITION DE7AIL I I A�502 tampm IL BUILDING CODE OF THE STATE OF NEW WK 2015 ADOPTS WITH AMENDMEMIS INTERNATIONK MORO CODE 2015 (K 2015) AND 2DI7 UNIRON OODE SUPPUEMENT. EL AM SIM CONTRUCTION1 MAIM 0M EDIWAN). MEW OM BASIS IS LOAD AND RESISIANCE FACTOR DW W) AND CONNECTOR OEM Bk% IS ALLOW TRESS DESIGN (ASIT), (IKUM SPECIFKADOIRS FOR MIURAL SM A325 OR M90 BOLA AND AM CODE OF STANDARD MM WITH EXCEINION, IF W, AS INDOIED IN THE SPUDDONS). C. BUILDING CODE REQUIREMENTS FOR SHARK ODNCREJE (ACI 318-05) D. BUILDING CODE REOTAREMENIS FOR MASONRY SMUCTIM (ACT 5M/AM-05/M 402-02) E MINIMUM DESIGN I= FOR TIM AND 00 SIRLICIURES (AS00-15) F NNAK OF SIANDARD PWW, CONCRETE RONFORUNG STEEL INOW C VIATIM WEIDING CODE MSVMS 01.1-02% AMERON WEIM 9000. H. UDING CODE REQUIREMENTS FOR MASONRY STRUCTURES W1030-02) & SPECFORONS FOR Wow STIAM (W 5M,1-02) 2. = tM A. DEAD I= .................................... AS SHOW ON PLANS; STEEL- RF TO SLION SIZE MWE 150pd UK Koff MAN WOOD MWMM AS POW BY MK DESIGNEVABROFOR MODULAR WOW RMVMX 24PSF MODIAM WOOD MOTORS: IW MDWWJL&. w & LIVE I.Q%' VUL11FAMEY DAUM 4OPSF CORROORS low CONSTITUTION 4OPSF ROOF TOM HIM ROOF ................ SEE SNOW AND 90 I= BELOW (20 PSF IN" C. BUILDING OOCUFMCY MW (0i 3i TIM B.C. 2010) ............ � ........ I D. SNOW TOM- JO PSF RAT ROOF SNOW IN, NO .................................. v FSF SNOW DRSURE FACTOR Ce .......................... 0.9 (FULLY DPW) SNOW LOAD LFORIANCE FM I .......... THERMAL FM C! ............................ 14 IV. (12 AT CANOPIES) L SEISMIC Lam. SUM IMPKW FM I E ................................. 1.0 SS............. I ................................... A S1......... � ....................................... 4719 STE CIASS ............................................... 0 SDs....................................... � ......... 0.2* SDI......................... � ....................... CL114 g SEISMIC OM CATEGORY (OH It 115 ETC. T161U (1&2) ................... B TIM SOW FORCE RESONG SM (S) ORDINARYSIMMOMENTI'MMEMS INTERMEDIATE: OF ~ "A so MODULAR WOOD FRO OXINM OW BASE SHEAR .............. __ ................... _ 150 KIPS Smw RESPONSE COUTICIENT. CS ....... � ........................ (TABS F, WIND M WIND SPEED (3-SECOND 00 .............. � .............. IIOMPH KUM PRESSURE 009M ............ DAB (EICLOSED) G. COMPOINEMIS AND CLADDING IND PRESSURM- m PRESSURE AM SUM VALUM '�o '* '��to' %e ZONE e , / "I, 0 1 2 3 4 5 q'/ 0 - * ROOF NOT AT ROOF AT ROOF AT WALLS NOT WALLS AT DESCRIPTION EDGES/CORNERS CORNERS EDGES AT CORNERS CORNERS WIND SUCTION 18 PSF 30 PSF 45 PSF 20 PSF 24 PSF WIND PRESSURE 1 8 PSF 1 8 PSF 1 8 PSF 1 18 PSF 1 18 PSF TIM 1. WILES 90 ABOVE ARE FOR ffFECIK WIND AREAS OF 10 SOUGE FEET OR LESS. VALUS WAY BE REDUCED FOR AREA 000 THAN 10 UK FELT IN A=DMCE MIN PROCEDURES CIS IN ASCE 7 WIRIM DESIGN LOADS FOR BUILDINGS AM 08 MURY, 00 2. 2. WILIIES GNDI ABOVE WERE 013ANNED AT A MEAN ROOF MIGHT OF 39 FT. WIND PRESSIK VALUES MAY HE REDUCED FOR COMPONENTS AT LOW OBOE IN AUX)ROATICE WITH PROGEDURM 90 IN AXE 7 VOM DESIGN LOADS FOR BUM 0 OM SMUCIURS!, METHOD 2. 1 PRISSJRE NOTES LOAD ACK MON SURFACES SUCTION MOTS LOAD KONG AWAY FROM SURFACM 4. FIBER TO AXE 7 IMINIMUM DEM I= FOR TIM AND 00 SHUCIURY, FIGURES 6-11 M 6-17 FOR OMM OF ZONSL 5. THE VkZ ABOVE DO NOT AIRY M CHIMNEYS, ININS ROOFTOP FQUIPMFNI, SIGNS STRIXTURES, & CLAIMING AND WKNIS M BE DESIGNED FOR MMUM PRESSURE AND SUCTION ACIDIC INDEMMY. . 4A, FOUMN & STIATURAL 2m. (L SEE THE SFECIFORONS NO OFECIINOL REPORT REOLAITEMBITS FOR EXONiATION AND PRITARARION OF THE FOUNDATION AND SLAIR-01"M SUMGRAOE� INCLIM OWM PROCEDURES. REDUIREMNS CONTAINED IN THE GEO REPORT ARE A PART OF THIS WORK, b. CONTRACTOR SHALL VERIFY ALL DOTTING TO CONDITIONS THAT MAY AFFECT THE MALIA71ON OF THE FOUNDATION SM AS SHOWN PRIOR TO STARTING WORL t EXISM TOM NO TO BE IN THE CONSTRUCTION AREA HAVE BEEN [MDT& THE SIZE, LOCAMON AND DEPTH OF THE UTILITIES ARE NOT IQOWN DWLY AND MKY VARY MVMY FROM THAT INDUTED, OTHER UNKNOWN UTIUOES NOT INWAB MAY ALSO BE PIRDENT. THE OONIRCIOR SHALL BE RESPONSFILE FOR LOCATING. AND PROTECIM ALL DONG OLIVES, WHETRER NOTED OR NOT, *0 MkY BE AFFECTED 91' RE CONSTRUCTION PROCESS, i ALL FOUNDATIONS SHAU. BE RACID ON UND101JR11111 SOIL OR CONFACIED MOW FILL BEARING ELEVATIONS ARE MUM ROM SK BORING DATA NOTED IN THE GEOTECHNOL RPM. DETERMINATION OF FINAL BDMG ELEVATIONS AND HELD SRFODON OF ALLOWABLE WAN PRESSURE SHALL BE NADE BY AN DIPWW, O(MM GEOTECIWAL MEER PF40R 70 RM FOUNDATIONS. t CONCRETE FOR FOUNDKIDDIG M BE RACED ON THE SAME DAY SUBGRADE APPROVAL IS GIVEN BY THE GEOWINOL ENGINEER I. ALL FOUNDATIONS SUSCEPTIBLE TO FROST SHALL REM A MINIMUM OF 42 INCHES BEIN GRMIE N OM OF CONFLICT, NOTIFY THE ARCHITECT AND SPROMIRAL 900 IN ATNMCE OF ANY CONSTRUCTION TO ALLOW FOR ADJUSIMENT. % UTILITY LINES SHALL NOT BE RACED THROILIGH OR BaDW FOUNDATIONS WRIHOUN THE STRUCTURAL ENGINEEWS APMAL t4 THE S.OPE (WE OF REPOSO BETWEEN THE LOW EDGES OF ADJACENT RXIMINGS SIALL NOT EXCEED 45 KGRIS WITH THE HORIZONTAL. UNLESS NOTED OFHERMSE IN THE GEOTECHNICAL ROW L NEW TOM WARM ELEVATORS ARE TO MAIM &MY EXISTING HDOING BEATING WRIONS WHERE APPLM UNLESS NOTED OTHERWISE ON RAM J. PROVIDE ODKINOUS WAMOP AT ALL HOMIAL AND SIM CONSTRUCTON JOINUS IN ALL ELEVATOR PIT AND OTHER PIT WAU L ALL WK. SIUK AND DEWAMW SIRL BE THE TOTAL RESPOIWLITY OF 1W CONPACIOR. SHEVING A10 SHORN SHAIL BE DESIGNED BY THE OONIRACIWS 86NEER REGISTERED IN THE PROJECM JURISDICTION. ALL SUENITIALS SHALL BEAR AM Wow SEAL AND 9WAX 1. THE 001IRVIOR M IAKE M41TIONS TO PROTECT ALL DUSTING SHAW CIM STREETS, ETC FROM DAMAGE BY CONSIRLM EQUIPMENT. a a ALL EACITFILL SHALL BE ACCOMPLIM USK MOW MOM OF BMK RUN G04L CRUSHED STONE AND/OR MIOERK APPRw Of THE GODIMMOL BIGINFE% WITH OPTIMUM WK MM FOR COMPACIN AND SHALL BE FREE OF ANY DEBRIS b. WHERE THE FINAL. GRa ELINATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF A WALL BNOM IN LIFTS TO WME41N LM ELEVATORS WITHIN It ON BDFH SIDES AT MY IMEE C. TRUM a. REM 10 SPELIFEM AND GEORHITIOL REPORT REQUIROMNITS FOR CONFATTED STRUCIM HU. REQUIREMENTS CONINNED IN IK GEOIECHNICAI. REPORT ARE PART OF THIS WORTL INSPECTION OF THE PLACEMENT OF OOMPACRED STRUCTURAL FILL W BE BY SPECK INSPEDIOR AND OR TESTING LAB. 0. a FAKWS AND UlHtX ttAILVU ISM WIND LVUSIX ON WPM SOES SHALL BE DESIGNED FUR +/- 77 PSF. r. CANOPIES AND OVI)RHM, MR TO ASCE 7 MR TIM PROCEDURES TO DEMW COMPONENT AND CLADDING WIND LOW WAUMM I Sam A, WECHWAL ROW DAB NOV. 4tk 2015 NAME UPON W=. OW SOIL BEARING RIESSURE OF JOOOA B. ALLOWABLE SOIL BEARING PRESSURES USED FOR OM ALLOW SOIL SM FEW (FOOTINGS < V-0 ..... � .. 25M PSF ALLOWW SOIL BEARING PIRMSURE (FOM >= V-0) .............. 30 PSF MON ODD LOAD BIMING PRESSURE. 400 FSF t CDEFFICW OF FRICDON RMISINIT US 6iii' * * * * * * ...... 011 D. MOM FROST DEPTH 6 THREE FEEI-SIX111M BOTTOM OF MM SRAU. BE A WM OF FRO DEPTH TIM GRADE F LATERAL WIN PRESSURE FOR ON-STIE SOL MATERW. (DOES MDT KUTOE MOSAIC OR SIMM UVIDS� AT--RST COMM .................. � ........ � ....... 65 POF ACTIVE COMM .................................... 50 PCF PASSNE COMM ..................... � .............. 250 PCF F MINIMUM ISOLATED FOON DIMENSION 6 f-11 WIM OGWNUDJS RXMG WIN IS 2'4 MINUM TOWN THOM (WAD OR ONINUOL61 6 VA G, NOT USED K MIT USED L IARIH CUTS SIKL MDT BE USED AS FORMDRK FOR MOM � J. POW A GRANULAR SUII-M MATERIAL BELOW %A" -GRADE IN ACOORDANCE WON WE MRS AND PROJECI MIGUM K POU A WFOR BAW ON TOP OF U-M AND OHM ORO THE SLAII-0114RIDE 9 RM SWEDDLIED TO BE FIMM WITH MZW-SERSOK WITS, L FROVIDE W WIDE ULM JOINT ff RE EM OF ALL SLABS-ON-GRMIE SUMMIT; WOL CONSIRLICTIM (CUM *a GRADE ODA EIC.) M. PROVIDE SIP MIS AT THE TOP OF ALL PARTRION 60 SUPPORTED BY THE SIM-01-4RADE IN ACMTMQE WITH THE GEOTMINCA REPORF. t CON= A. THE FOLLONG ASIM STANDARDS AND DIM SOMM SHALL BE USED FOR THE APPROPRIATE MATERIALS USED 0111E MONITOR OF THIS PROJECT. a. CaW- AM C150; TYPE I OR I L AGGREG11TES:, ASIM CM (NORMAL ", ASIM (310 (SIRLICIURAL LIGHTWEIGHT) c. CONCRETE All COMM %KL BE AIR-ENTRANED 5-7Y, 1-1/21 BY MXX AIR-MMING ADMOGIRE TO WRY WITH ASIM C261 EL ALL CET-111-RACE MONDE WN SAIL BE IN WROARM WITH ACI 31" AND ACT 3DI DOEPT AS MMM BY ]HE PRUM CONIRVT DOMM C. ALL CONCRETE SHALL WELT THE FROW MORONS AND SRALL DEVELOP MEW STRENTHIS AS FOUDWS (28 OR 56 DAY STRENGTH TO SRECS� NOIRIK WEIGHT CONCRETE (145 PCF, SIONE AOWATE) FOUNIMRORS (FOOTINGS, 10VIS, PILATERS) .......... IN YM PSF INTERIOR SLAS-IN-GRADE 00 WON BARRIER ....... MIN Y5001 PSF ALL OTHER SMUCIM CUM. � . A = PSIF D. ALL REINFORCING BARS FOR ONORETE SNALL 44 i *,"i �6 STRENGTH OF 6kODO PSI AND MEET THE REQUIREMENTS OF ASTM A615 OR ASIM JUM ALL INNS IMS TO BE FELD BW SU CONFORM TO ASrM A70L E IABRKTWON AND PLACEMENT TOLERANCES FOR REINFOIOG EARS SW BE IN XXORDVU MITI ACT 301. F. OM COVER FM "m OTHENTISE NM COMM I= AM an ........................ I ............ r CONCIff FORMED IN FORMS BUT DPOSED 70 *AM OR EARR a. #5 BARS OR SMALLER ........ � ... � .................. � ..... I I/f b. Ems Im TWA 15'. � ........ _ 1. 1. I ... ....... I ...... f MW WK AND JOtSTS "M ROW, ITS AND STIRRUPS) ............... 1 Ilt SUITS NO TIM ........... � ................... � ............ 3/4! G. ND WELDING OR FW-BDM OF RMORTING BARS 6 PERMITTED LKESS DEIAILED OR AUTHORIZED BY THE STRUCTURAL DOM R SM)CES OF REINFORCEMENT ARE RRMIM ONLY AS DETAILED DETAILED OR WNW fff THE STRUCIM DOM LAP SPILM ON MW. SU BE 00 T SPUZ KESS WORD) OTHERWISE. L NAME ALL IMS CONTINUOUS ANN ONNERS OR FIROVIDE ODINER BARS OF EW SITE AND SPACING. SEE DEM FOR REINFORGING 9 VAL INTIRSECRONS AND UL WITTER& J. KM WK FAW SHATIL CONFORM TO ASTV Aft WK IABRC REINFORTEMENT NUT W OF RILL MESH PLUS f AT SIDE AND DO Un, BUt NOT LESS IN ff, AND ML BE WK TO IDWHER K. WK NEINFORCING IN COMM WITH X LATEST 1111110113 OF ACT WAUNG WK AND ACT BUILONG COOE REQUIREMENTS FOR Rffm Own L PROADE ILL ACCESSORS *tMW TO WFORT REINFOIOG 9 POW SHOWN ON THE MRS W PLACE 2+ BARS (I Ek FACE) WITH f-0 NOT. AROUND ALL OPENINGS IN MOM K SLABS. BIANS 0 JOISTS SRI NOT M JOIRS IN A HORIZONTAL, RANE ANY STOP IN MOVE WORK MUSI BE MADE AT 1/3 - SFNI WON VERIOL. U15100 AND AND HOR9ORK 05, UNLESS OFTERWISE SIM ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR NM9 Of THE SWAIM DOM 0. CONTINUOUS BARS IN W&% M AND W" BEAM S& BE SUM AS FOUM- TOP HARS - 9 MIDSPAN BOVIOM EARS - on SUIPM. P. ALL STIRITUPS SHALL HAVE 2-#3 SPAM FOR 00 OF STIRRUP SPACING. 0. POW COM JOINTS IN ALL CONCRETE WALLS AT A NAXIMLM SPACING OF 94 D.C. ALLOW A MINIMUM PERIOD OF TIME OF SEVEN (7) DAYS TO E]LAPSE BEFORE RACK CONCRETE IN ADLIAM WN.I.S. R ANCHORS FOR BOOTH PLAYS SHALL BE AS SHOWN ON THE DRAWNS, HEADED SIUDS SHALI. CONFORM TO ASIM A108 WITH 60,0 PSI MUM TIENSILE STRUCK R011ORCING M TO BE WELDED TO PLATES SHALL BE ASIM A706 - WADE 60. S. CORE DRILLING OF FOUNDATIONS, BEM, JOIRS. SILVIS OR ODLUMNS SHALL NOT BE PERMfITED UNLESS AUTHORIZED IN WRRINXG BY THE $DOW gum I W SPLICES OF RMORDEMN SHALL BE PITNIT111) DMq AS DETAILED OR AUTHORIZOD BY THE MOM DOM U. MAE M CONTINUOUS AROUND CORNERS. WHEN PERMITTED, SPIM M BE WOE BY CONTACT TBW LAP SM.M. UNLESS MOM NOTED. V. CHANIFER ILL WN OR OHM =FETE MINERS 1/r BY 111r. MIN FOR SIOM FINISH UNLESS *0 OEM ON NOWURAL MOM W. THE CONCRIJE WE ZU BE FINISHED FLAT AND LEMI WM IDUNNY, TO THE REWON MUD ON THE DRANGS. ODMIRACIOR SNU Pow AMOK ODNCREIE TIM DUE 10 MW AND TOW DIFLIM 10 AM THIS FIRM TOP OF SIM ELEM X. WELDED WK ABRIC REINFORCOM M BE SUPPLIED 11 SIM LAP TWO RILL MISH LENGTHS 9 ZW AND WRE TOGETHER. SVM SH1135 70 AVOID MUIAPLE LAPS 0 000 Y MREIE MOO REINFORONG BITERS SIALL BE POCIMPTILK WIMED FIBRIUAIED FIRM POIYPROFVLENE RM SHN.I. IF USED ONLY IN STITKI MOM MR IK MMWACRFM REMINENDADORS. I% 1.5 FOUND BAGS MR ONE OURC YARD OF CONCRUL THE FIE MMIFKIURER OR APPROVED OMM %WL PRINCE THE SORACES OF A QUALIFIED OfLOTE FOR A PRE JOB MEN AND WK JOB START UP 7. NO TIM OF RMWOC SU BE PMM UNUM SPECIFICALLY GUM FOR OR AIM9 BY ]HE SHAIM DOM NOM ALL FOUNDATIONS SNALL BE PLACED ON UNDISTURBED 901L OR COMIRACIED SIRUCIUIK FILL DEMWIDN OF fkt TIMING BMTONS AND FIELD VERROITION OF AUOMM BEARING PRESSURE M BE MW Elf ARM CONSULTING. AM) DOEM (L ANCHOR BOLTS ASIM A307 OR A325 AS NOTED & SM= & THREADED ROD ASN A36 t WOM amm 0 A5.1 RD ASA EM & D"m No 1111 NO REIIHEAD W-M. Am ANCHOR. WIT KNK-BOLF I L am MOM SIM IT# MORON, EPOON Sm HU RA STSIBI OR APM9 ED* A. ALL INSERIIS AM SMES SHALL BE W-K-PLACE NOW FEAM DRO OR POWDER DRIS FASIENERS WILL BE PERNIFIDD WHEN! PITOMEN TO THE SWACRION OF THE STFAIM DOW INTO THE FASTENERS 01 0 SPALL RE CONCRETE AND HK THE Sol CAPAORY AS W-K-M INM & *0 INSIALUNG INFAINSION BOUS OR VWSME MOM WE CONTRACTOR SiALL INE MEASURES TO NOID OWING OR CUTTING OF ANY EXISW REMOG AND DESTRUCTION OF 0DNCRBE NOTES M BE BLOWN CLEAN PRIOR TO RAM BOLIS OR am MONS. C. MM BOLT% RONFORCING STEEL MM RODS, STAN HANDMILSAND 09 BMW M DENS M BE SET INTO ORDERED CONCRETE TON EPW OR EFOXY &MIT OILY MR M743 ON THE DIRNMINGS OR Off APPROVED III THE DOER 0. MANVACIIAWS DATA FOR ALL M AND EPW OROTT SU BE SIAIMATED TO THE DOM FOR APMK PROR TO MWAROR, AOUM EPOTY HOOUCIS RE NO HYM HLE IM421, NO BUILDERS CONDRESME STANDARD PAST& SIMPSON SIRONG-If ET OR APPROVED WK IN USINC THE AIDE PRODUMS� FOLLOW SIRMY THE WMACIURM SPECIF01M AND DIREIGIONS FOR MIXING AND APRODON, NEED ALL TABS. WARRIGS, WALL IN ACCORDANCE WON ARM NO LAWS E ALL EPM AND EFW GOUT SNALL DEVELOP A MINIMUM COMPRESSNE STRENGTH OF UOO PSI AND 1BULE STROM OF Z300 M E ALL HOLES SHALL BE NO ON A WMED NO LAW W 1/8' MR IN THE MM OF THE SIDEL MONERBENIMMALLED. G� ALL HOLES SIALL BE QE90 WITH OOMPRESSED M NO SIKL HE Off POOR TO NERM OF EPDXT. HOUES S& BE FILE OF ALL MEWS MARRIN. SUCH AS MAU, 00, CRT, AND OL 0. OMACIOR PERFORM EPDXY WORK W BE M APPROVED COMWOR BY THE MMUFACIU18 R89M Iff FRAY MA104 AND SHALL W NO LESS RIM FW YEARS DFINIENCE IN THE VMOUS TWES Of EPDXY RELATED WORK REDIVIED 01 INS RIM. A HUM 011111GARON FROM BE MANUFACTURER MON TO THE PAU M BE SUBMITTED TO THE BIGMER/ARCHOM AUING WITH THE PUM TO 00 THE WORK IN CONCRETE HILTI 'KW1K BOLT 3' EXPANSION ANCHOR BOLT DIAMETER MIN DADMENT MIN -SPACING EDGE DISTANCE I/e 2" 31/2' 31/2' 3/8* 31 5* 5' 1/2' r 7' 6 3/4' 5/8" 5- � r . 8 ile 1. 6. 1 TO- 1 9 3/4' 3/4* 8. 1 ir 1 13 1/2* - IT. STIATM A. REFEREICE STANDARD& MIM STEL SHALL BE DLTAIR IABRMIED AND ERECIED IN ACCORDANCE WON THE AM SM OONSTIADA WK AND THE AM CODE OF STANDARD PRACTICE (REFERENCED WONS) WITH BMW NOS IN THE PRACT SPECIFICITIORS. B. OSHA REQUIREMENTS: a. ]HE CONTRAM SHALL PROVIDE ALL ADDITIONAL BOLM MOM SRFFDM SIMILM BROW, WK OPENING CIDSURES, ETC AS NECESSARY TO ODMPLY WITH CURRENT OSHA ITIT311LATIONS, b ALL RIGGING FOR SAFETY CABA LFW OFMCES, MIT TBIPORARY BRACING MU BE OONNECIIED TO ANGLK PLATES OR 08 MEMBERS DESIGNED AND MINLED W THE SIM MO AND SHALL, BE SHOP WELDED TO MOW MBOEMS. DO NOT MIUMMIES IN SWAIM MUNIERS FOR CONNECTION OF RIGGING COS, WING DINCES OR WOW BIM UNLESS SPETIFOLLY SHOWN ON K SHAIM MOM THE =TIM M BE RESPORSM FOR IK RE]MOMAL OF ALL AM MEMBERS WHERE TO MIRI'M WITH OTHER WORIX OR ARE EXPOSED TO ME#. C. MATERIAL REQUIREMBIM' MOW SIM SHALL CONFORM TO THE FOLLOW DMATIONS UNLESS 10111) OTHERWISE ON THE DR0M OR IN THE SPECIFOTIONS:- a. WIDE RANGE SHMIES ('11 SUM). ASIM A99Z GRADE 50, FY= 50 M b. ANGUM� CHANNELS AND RATES* ASIM A36 OR ASIM A572. GRADE 5D ASM 992. GRADE 50 c� ROARND AND REXIANGULAR HSS SECIM ASIM MOO, WK 7 (FY=M) IT. MOM PIPES. ASTM A53, GRAM T (FY=350) e. HIGH-SIRENGTH BOLM ASIM A325 OR ASTM A490 I. ANDIOR EXIM ASIM F1554, GRADE 36 (WELDABLE) 9. HIGH�-SIRENGIH ANCHOR BOLTS- ASIM F1554. GRADE 105 tL HEATED ANCIM STUDS (HAS.�. ASTM AIDS AND AWS DLI L DEFORMIM BAR MOM (D.BAY ASIM MK GRADE 70 AND AWS 01.1 � WONG ELECIRDDM- AWS D1.1 E70 SERIES k GRYMB FINISH: ASIM A123 D. SO PRING OF STEEL SIRUXIM STEEL SDMILED TO BE SPPAYED MITI HITE RISIM MAIM SNALL NOT BE SHOP PUB UNLESS NOD MEW ALL OR SM SIM BE PMB WON HISRODIT'S SIMIT% RLISI-INNIBITING PRIMIR. ONO PAIMER ON SHAM MM IN CONCREIE� SURFACES TO BE WM, CNACT SURFACES IN SLIP CRFO. COMM AND TOPS OF BIAMS IN COMPOSITE OTIRS11=11011, E CONOW. a MOVIDE SIMPLE SHEWI 0010 CONNECTIONS AS WE ON THE SIM CONNECTIONS SHEEI�S) ON THE OWNS, UNLESS N01ED OTHERIM ON If DRAWINGS, STANDARD SIMPLE SHEAR BEAM CONNECTIONS NOT DETAILED ON S1RUCFM. DRANINGS SHALL BE TIMED BY MR SUPRD FOR I= NO ON DRIMINGS OR FOR MONS, KFERMNED BY USING THE ALLOW UNFORM LOAD ASIABULM IT PART 2 OF THE ABC MANIUAL OF SIM WNSTRUCU FOR THE SECION!, SPAN AND STRENGTH OF STEEL SPECIFS, UNLESS NOTED OMM ON IW MOM BOLTED =911ONS, Jlir DOMER BOLTS, ASIM AR5 WIDIED TO A SNU0W CONIARIDIN PER AM REQUIREMNS. b SEE SPECOTIONS FOR ADDITIONAL pokam SUBMITTAL MOM FOR AIJERNA1E CONNECTIONS MIT FOR CONNECTIONS NOT OOMPIMY DETAILED OR MDT INDCATED ON THE DRITIM r. SELECT COMM TO VAN THE R[ACTIOIRS SHOWN ON PLANS AND OLTAILS. REACTORS ARE GIVEIR AS SEIM I= USING ASD LOAD COMMIONS UNLESS NOTED OIH1%M WHERE WAM ARE NOT SHOWN, PROVIDE CONNECTIONS 10 SUPW A SEW LOAD OF &O TOPS FOR 0 DESM OR A fACM LOAD OF 14.0 M FOR LRFD DESIGN. & BOLTED CONNECTM- L VRIIIUM CONNECDON REQUIREMENT, USE 3/4! INAMETER, ASIM A325 HIGH-SIRERM 2. FOR ALL NIGH-STRENG111 BM CONNECTIONS, APPROWTE RUES AND HARDENED WASHERS SHALL BE PROW PER PROJECT SPECIFICAIM 3. ALL CONNECTIONS SHALL BE TYPE N (BEARING OR SHUG-11011M) CONNECTM KESS NOTED ON THE DRAM AS DPE SC (SIP =01) OR PREIDISONED (WIIH TWOH Cww BOLTS). 4. MU A MUM OF TWO BOLTS FOR ALL CONNECTIONS EXCEPT AS NOTED IN THE FOLLOW TAIRE MIN NUMBER OF BOLTS MR I OF BOLTS) (FRANK MOM SIZE) 2 VA WIT), SIT, SIO. S12 Ck C9, CIO, CIZ mck MCD, MC10, MCIZ MC13 3 WIZ W14, W16, Wit S15, S18 C15 4 1116,18. MC18 5 1101. W24 S2% S24 6 W27, W30 7 W331 W36 8 WIN), WO & WEm CONNECm. 1. ALL WRITERS SIKL HAVE MENCE OF PAM THE AWS STANDARD QUALIFRITTION IM L WELD SIZES AND LBKTHS ARE SHOWN ON THE DITROM WELD SIZES ARE THE NET DIFICK SIZE REQUIRED WM WELD SIZE IF GATS MT AT fANING SURFACE. MINIMUM MET WELD SIZE IS 3/16'. 3 WOOS SHAIL BE OONTUAJOUS RIESS 9M MEW 4 GIM WELDS SHALL BE FULL PK010 COS UNLESS HIRED ROW WK BARS AND RLINOFT TABS %KL BE MIED AFTER WOW IS CONFM 5 WHERE SIM MEMBERS ARE WELDED NO NO SIZE IS SMCFIED. MODE PULL LENGTH FILO WELDS BOTH SIB OF MOM WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTIM OTHERWISE: MEMBER V� ONCHES). . . . . WELD (WITS) 3/16 .................. 3/16 1/4 ................. _ 3/16 5/16 .................. 3/16 3/8. .................. 1/4 7/16 .................. 1/4 IA .................. 5/16 9/16 ... � .............. 3/8 5/& ............ � ..... 7/16 6. SPLIX OF STRUCITURAL STEEL MENNERS IS PROHIBITED WITHOUT PROR APPROVAL OF THE ENGINEER AS TO LOCA11ON AND TYPE OF SPLICE TO BE WE ANY MEMBE11 ON A SPUCE NOT NO NO DEMO ON SHOP DRAWINGS WILL BE REJECR 7. ALL WUN SHAILL CONFORM TO THE WON WELDING SOCIETY CODE USE E70 SERIES ELECTRODES FUR ALL STRUCIM STEEL WELDS. 8. SEE X AIDITEDIM AND SIIMUK DRAWINGS FOR 91 TIM REQUIRED 10 BE HOT-W GAIWINIM AM FABMCATIOK 9 STRUCIM SM SHALL BE PUNCHIII FOR WOOD BLOCIONG, WK CLIPS AND ITS IN ACCORDANCE WITH AURTURAI./SMUCHM DETAKS. 10. U1JRASW INSPECO BY THE ON LABORATORY SHALL BE PRONOW FOR ALL WRITS MUD FOR ON THE SMUCIM DRAIMNIGS OR SHORDRAWKS AS PARTIAL OR RILL PENETRATION WELDS. 11. ALL STEEL EXPOSED TO MEW SHALL BE CIASSIFIED AS AKMECAMY EXPOSED SPAIM MR (ASS) AS DEFINEII BY THE AISC WK OF SIANDARD PRACTICE AND SHALL BE TREATED AS 90, I. WM MOM STUDS; WELDS SIUDS ID PLATS AND OHM MEMS IN FABRTGTFOIL� SHOP WHERE FOSSIM FOR COMPOSITE ODNSHUCW FELD WELD O)NNIECIORS THOM WK OWL POK WELDING WERS AT DECK GAGES LOM DIM 22 GAGE WEDS SHkL DEVELOP FULL STRENGTH OF CONNECTOR& Waft FEITRULES ItIST BE IBM PRIOR TO INSMECDOII NO RACW OF CONCRETE IL RW ROM PROVIDE ANCHOIT RODS WITH HEX NUT TACK WOM TO UMS END OF BOLT. F. RKME-OR-aft. (L SIRUCIM SIM FABWATOR SIAU. BE AISC CATEGORY TWO 011111. SIRUCTM SIER ST& BE OF DOOM OROL b� ALL SHOP AND FIELD CONNECTIONS %I BE MAIDE WITH HIGH SIRENM BOLTS OR WEM ALL HIGH S1119M BOLTS AND NUTS SHALL BE CLEARLY MARG AS REQUIRED BY ABC MOTION& CONNECTIONS WOE WITH UNNARKED BOLTS AND NUIS WILL BE REJECTED, t POW AOM FOR INSPECTION OF ALL SHOP AND FED CONNECTIONS FOR PROPER MAIERIALS AND WNUMP. cL ALL CONNECTIONS, SPLICES AND USDON PIECES SKI. BE DMGNED BY THE FABROIWS DOW MOM IN 19 IN THE STATE OF NEW YORK MCULATIORS AND 90 MOM SHAU. BE MM BEW THE ITIGNEER'S SEAL AND SIGMTUREE e. ALL STEEL AT AND 1111001 FNSHED GRADE OR FLOOR SLAB %ALL ON TWO (2) ODAIS OF BULWOUS FWNT - OR Y MINIMUM OONXRE COVER. f. ALL SHAIM SIR THAT 6 LOCATED IN DOM MOB "A WAITING STIn WaY WOSED TO WEAMEN, SHALL BE HOT-OPPEI) GALVANIZED. COLUMN CAP PLATES SIM. BE 3/r IN MWESS, TWO ON RANS. 9. CERTIFIED COPIES Of WILL TEST REPORTS SHALI. BE SUBMITTED TO THE SWAIM ENGENER It. THE GENERAL CONTRACTOR SHAU. TOP X SPAIM DOW OF ANY FABROIN OR ERECIN UIRORS OR DEVMDONS NO REOk WRITER MM& 8M ANY HELD OORRECTIONS i CONNECTIONS SHALL BE SBECIED FOR RIACTITIMS AS SHOWN ON PLANS. NO CONNECTION SHAU. CONSIST OF ISS THM 2-3/4 A A3254 BOUS OR WELDS DEVELOPING LESS IN 10 KIM MINIMUM WELD SHALL BE A 3/ir FILLET WELD. J. UNISS OKRIMSIE 10111)t ALL AM BOLTS SHALL BE TIGHTFEINED TO THE ISM-Wr CONDITION MED AS THE MM ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE RILL EFFORT' OF A MAN USK AN ORDINARY SPUD WFIENCH. THE Vic -TIGHT' CONDITION NO ENSURE 114T IW PUES OF THE CONNECTED MATERIAL fVWE BEEN BROUGHT KID SNUG CONIACL IL ALL A325 BOLTS SUBJECT TO DIRECT TOM OR DESIGNATED AS 'SO' (SLIP-CRITRAL) M IT OF IRE FOLLOW K= AS DEMRIBED IN THE AM 'MANUAL OF TEEL CONSTAW: 10-OF-0 1GHTDoK MOB WREMQN TIGHTENING OR DOW TENSION NX40 MOW L PERMANENT FUN AM FINAL CONWM DETAILS ARE NO ON THE DRAXNGS. THE FABRICATOR AND 0WOR ARE RESFONSIBLE FOR THE DIM OF TENFORMY EIRM AND RECOMMENDED ERECION PROCEOM rm TIMMER NOTED ON THESE MOM IS THE WAM ORDER AT TIME OF ERECTION. n CONCRETE WE INAT ARE PART OF COMPOSITE FLOOR FRANG SYM SHALL AOM 28-DAY DESIGN STRENGTH PROR I'D THE APPOM OF MY SUP91IMPOSET) LOAM M AS CURMIN WS� MASONITY MENEERS ANO/OR SIAIRS, o. WHEN INSTALLING EXPANSION BOLTS OR ADHESVEE MOM THE CONTRACIOR M IK WASURES TO AVOID OWN OR OUTING OF ANY EXISTING REINFORDW AND DESTRUCTION OF CITNCRM HOLES SHAILL. BE US CLIAN PRIOR TO RACING BOLTS OR ADWSK MOTORS p� ARM ELECIRODS, WELDING PRO= WUAI PREHEAN AND INWASS TEMPERATURES SU BE IN ACODRIVICE WITH THE AISC MIT AWS MOTORS. MY WIM Sfln DAMAGED 0 WRDN 6 TO BE MUM OR REINFORCED AS AMRABLE TO THE STRUCTURAL DOM IT. GkS CUTTING TWO SHALL NOT BE USED TO CORRECT I'MRODON ORRORS WITHOUT THE APPROM OF THE STRUCTURAL ENGINEOL r WRITERS SHAU. HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS MFODON TESTS THE 000 M11Y REM SUCH EMDDa AT MY TIME WK THE I'MCL & 2LwUff'%_m- (L ALL MR POTMANDOLY EXPOSED TO WEATHER SIVILL BE MMIED OR PAINTIOD WITH A NO PERFORM FAINT SM PER PROJECT SPEORCATIONS. b STEEL UNW SUPPORTING MOM MENEER SHRIL BE GAIVMVED UNLESS N011ED MOM ON ORNINGS OR IN SPEOFEATIONS. IT. HELD MODIFUTION OF STEEL MOW SIM SW MDT BE CUT IN FIELD OR MODIFIED WITHOUT PRIM APPM OF THE DEINEER. SPLOG SIM MENIBERS 6 NOT PIRM1111TED DCEFT WK SHOWN ON THE ORMINGS OR NEE APPROVED BY THE DOM WHERE APPROVED, SPUDES SHNLL MDT OWR AT LOCATIONS OF MOM STRESS AND SHALL DEVELOP THE FULL (APAW OF If MINEIN. SRO DETAILS M BE IBM FOR APPROAL PRIOR TO BEGIING THE WOW L ]HE STEEL SUPPID SHALL PROVIDE ALL MURM SMUCIM SOR ON NECES&W TO RIM THE INTENT Of THE SMUCIURN. DRAWINGS WHETHER OR NOT THE TIM ME SIM ON IW STRUCIM DMIGS. 90 ITENS MAY INCLUDE BUT ARE WK LINZ TO: MM ANGLES, CLOSURE RATES AND DECK SUPPORT HIRING. & M91EMW EXPOSED SIRILICIM sm " A. MOW SM NOTED AS AESS ON THE SOMM WAM SIKL BE ONG AS 011183ORY I UNLESS ODOM M& REFER TO FROECT SPECIFICATONS FOR DRAILING. FARGARON AND OWN REAMRBA� FOR 9% 8 IABRICIOION OF AESS SIKL IVNE WEDS GUM SNOOK WILL MMXS REMM AND PEDE NMXS TIM SURFACE PREPARATION SHALL CONFORM To SSK SP-3 Poo TOOL CUANWA C. ONO NOTED OFIEW IN TW MOTIONS, FIELD WELDS EXPOSED TO MEW SHALL BE WAGE CONTINUOUS AND GROUND SMOTTH WITH BACKINGUARSANDRUNOITINISREMOVED 7. AM- A. ALL WELDING SHAUL BE PERFORMED IN ACCORDANCE VAIN THE STROM OF THE 40M WROING MCM. MM US MEET OW SERIES MWMIS, LOW WDROGIN WITH MINIMUM TOW STRESS OF 70,000 FSL ELECTRODES SHALL BE PROMED AND SPORED IN ACCOROMU WITH AWS 01.1 SECTIONS 45 OR k12. B, STEEL FABRICATOR SIM PROVIDE A FRE WATCH DURING ALL FW-VM OPERATION& C. MNMUM WELD SIZE SW NOT BE LESS THAN 311C CONTINUE FILLET WELD, UNO D. ALL WRITERS ARE TO BE UCBW AND CEIM TO AWS SINVARDS, E. REPORIS OF EACH WELD TEST M BE GM34 TO THE SMUCIURN. ENGINEER NO FAILED WELD SHALL BE PERMITTED TO RE" IN MW IT IS THE RESPONSIRDY OF THE TESTING 1ABOMTORY TO POW IRMELY Na OF FAIED TESTS M JW CONWACTOR, F. WELDING M MOGRESS IN A WARNER. TWO BALANCES THE SHOO IN THE MEMBERS, IN ACCORDANCE WITH AWS. 0 PRESTIN REQUIREM FOR BASE METALS SHAU. TWO AM GUIDELINES It THE WELD METAL MATERK %AU. MEET INE PROPERTIES OF THE ME METAL. L DIE APINAL OF THE MOW DOM OF IT= 00 BE SECURED ON ALL MOM SUBMITTALS AND 90 ORNNGS J. SUBMIT TWO COMES Of ALL SHOP ORNINGS. THE SIRLICIM OWEER OF MR WILL MARK 0 RETURN ONE Of AND VM ONE COPY AS A RMS SET DEFERRED SWATS AND OTHER OBIS TO BE SUBUM FOR REV& I. PRM CONCRETE REINFORCING BAR SCHEDULS, ELEMMOINS AND STEEL aM DRUM 7. PROVIDE FRIAW DATk CONCREIE MIX DESIGNS AND SUBMITTALS AS WARED BY ACT 301. 9. Maim. A. EMU SIANDARDS: MR DECK SHALL. BE DMIED, I'MIDIED AND ERECTED IN WRIMINCE IN STANDARDS OF RE SIM DECK NMI (SDI). IL ALL MR DECK MIT DECK ADCBSORIES SUL BE FAMIED FROM SHEET STEEL CONFORMING TO ASTIM A653 WITH G60 GALVANIZED HIM FAINRIED WK FLOOR DECK AND ROOF DECK TO CONFORM TO ASIM M4t MMUM DECK YIELD STRESS SHALL WORM ID THE MAILS GIAN IN THE ME OF MINIMUM 00 SECTION AtOTERRES, C. MED Sfln DECK M EXHIBIT IW FOLLOWING MINIMUM 00 PROPERTIES MINIMUM DECK SECTION PROPERTIES USE- DECK TYPE DECK GAGE (YIELD STRESS) Ip (IN 4/FT) In (IN 4 /FT) Sp (IN 3/FT) I -_ Sn (IN 3/FT) ROOF DECK 1.5B 20(33) 0.212 0.212 0.234 0.237 3N 16(33) i.745 1.745 0.893 0.994 - I 3N , 22(33) , 0.772 0.772 , 0.382 , 0.433 1 COMPOSITE DECK 1 18(40) I 0.557 1 0.557 1 0.512 0.518 a. SM DECK PROPERTIES US0 IN TABLE ABOVE CONFORM TO DECK PRODUCED BY CM. SIM DECK FROM 08 SURM MAY BE SUPPUED PROVIDED 00 PROPURBES ARE SIMIAR LOAD WW IS WARM, OTINTIAPON SPANS ARE MIN. OR GWAIR AND MM 6 APROVED BY THE SIRUCIM DOM 0. INSIALIATION' a DECIN SHALL BE 3-SFAN CONTINUOUS (R)UR SUPPORFS) AS A MINIMUM UNLESS NOTED MEW b. DECK SHALL BEAR A MINNIUM OF 1-1/f AT SUPPORTS. c ROOF DECK DIDLAPS SNALL BE A WMIM OF t d. OR DECK SHALL BE TOM TO SLIPPORTS PER IMANIONS ON THE RANS OR SPECIFIO(TIONS BUT NDT LESS THAN REQUIRED BY SDI c DECK SHALL TIM BE SIGNED DURING RAMM OF CONCRETE AM APMM BY THE SHMIURAL ENGINIER f ROOF AND FLOOR OM %IALL BE CDED TO STEEL SUPPM INCLIM THE EDGE SUPPORT FARAIM TO THE DECK SPAN IN OMW TO THE SPEMOlm 9. USE WELDING 11ASHEIRS FOR DECK MATERIAL, LESS THAN 22 GAUGI! NO M REMMDIDED BY DECK MANUFACTURER. E DECK SUPPLIER SHALL PRU90E ALL ADDITIONAL FRANING TO SUPPORT DO AT OPffiNGS THROUGH DECK AND 91 CLOSURE ANGLES AM PLATES WHERE REQUIU TO RSUIT IN A COMPLETE MUTILATION, OPENINGS THRUM MR DECK SEE REARREMENTS 90 11 THE MISCEIMEOUS SWAIM MR SECTION IN THU GETHERAL NOTES I- HAINGIRS SUMMMG OUTWORK OR WDIANOL EQUIPMONT SHALL NOT BE W90M FROM STEL ROOF OW ATTACH HANGERS DIRICILY TO MAIN ROOF FRAMING OR POK AMM MISCELLANEOUS ME FRAMIRG CONNECTED TO MAIN ROOF FRANK 11. mm mmw Ms. M10L. I. IN RUTTING (X1NCRM_.__AS1M 00, TYPE I, ON N, HOLLOW MASDNRY UNITS MIN. OOMPRESSME SIM ON NEI AREA= MPSL L MORIAR_._..._....____JM C270-1YPE S I GR0UT____.._._____.__ASrM C476- MIN. COMPOSIVE WM 0 28 DAYS—- 300". k HORIZONIN. JOKr._._..__.___ABI A8Z 9 GNIM TRUSS,MPE REINFORCK GAIV. 5. PIS SIRDICK Fm = 200". PER ACT 5M/ASCE 5. UNIT SIRDIGTH METHOD. INSPECTION IMF& A6 ALL CONCRETE MOW WORK INCLUDING FAMON AND MACW OF REINFOROING SHALL BE PERFORMED IN ACOORTIONT WITH REQUIREMENTS GIVEN IN AQ SM AND 0 530.1 (REFIEREIRCID EDITIONS) EXCEPT AS MODIRED BY THE PWCr G0NTW DOCUNBM & MOW BLOCK UNITS SU OONFORM TO ASIM 090 WWW 111M). Q MOM USED IN MASONRY CONSTRUCTION SHALL MNFORM TO ASIV C270 AS FOLLOWS: m EXIM WALLS AND MOTOR TIM WIS: TYPE S b� RXINDATION WALLS AND 94LS EXPOSED TO EIRR TYPE M c. INW MON-MITING WALLS:- TYPE 0 (OR TYPE S) D. GR0 USED IN WSONRY OONSIRUCDON SHALL CONFORM ID ASTM 0476 AND SHALL MOM= PSI (MINIMUM) *PROW STRENGTH IN "YS WHEN TESTED IN ACCORDANCE WITH 01019. F MWff SHALL DENROP 1500 PSI (MINIMUM) WVKM STRENGTH (fm) IN 28 DAYS WHDI 00 IN 43DANCE 10 PROJECT SPECIM71ORS, F. ALL REINFORCING SM M HAVE A MIMUM IIELD SIRMTH OF %ODD PSI AND SIALL MELT THE III]QUIREMEINTS Of ASIM A615 CR ASIM A706. G. REINFORCING USED IN WRM APROTIONS SHALL CONFORM TO ASIV A706 WITH A MINIMUM %D STRENGTH OF 6DAD PSL K HOTWOALJOINF REINFORCING SNALL CONFORM TO ASTM A951 (LAW-NIE) WITH CROSS Wds AT 115" DIN CENTER. SUE RODS SHALL BE #9 SUE AND %U CONFORM TO ASTM AM 1. OR RATES WOOD IN GIOLM MASDNITY 9*1 WORM TO ASIV A36 UNILESS MID OBOE ON MANS OR MAU 00 ANCHOR STUDS SIKI. CONFORM TO ASIM AIOt KOOD IS MINIMUM TBW STRENGTH. REINFORM EARS WEM TO PLATES %U CONFORM 10 ASTM 06, GRADE 6D. J. REINEORDRG 19K 1. DEFORMED RIENFOROW BMS AN A615, GFUDE 60 2. WRITABLE WORMED REIF BARS ASIM A706 3. WELDED WK FABRIC OF) ASIM A185 4. ANSIVE RUNF. DOES Sf= HILJI HIT W15D SYS. OR EQUAL a. ALL RENFORCK; SHALL BE ININID IN ACCORDANCE WITH ACT 530 AND ACT 530.1. b. SIM RBNFORCING SIATIL DOW H FULL HEIGHT OF THE OIL AND SNAU. BE =0 IN RXE c. CONTINUOUS REINFORM MAY BE SPLICED AS REQUIRED USING BW OF LONGEST PRACIOL MR HOREIDNIAL RIDIFORONG %*L BE CONTINUOUS ARDUND VK1 CORNOTS AND WERSE11DRS. d. ON REQUIRED, REINFORCING SPLICES SHALL BE SHOWN ON REINFORCING SHOP BRAINS AND SHALL CONfORM TO THE FOLLOWING SCHE]Dtffi� MASONRY LAP SPLICE SCHEDULE BAR CENTERED IN CELL BAR AT EDGE OF CELL W SIZE 6' BLOCK 8' BLOCK 16* & 12' BLOCK ALL BLOCK SIZES 3 16 16 16 18 4 22 22 22 32 5 34 28 28 1 45 6 1 54 1 50 46 1 54 7 1 64 1 64 1 52 1 64 NOTES: 1. VALUES APPLY ONLY FOR MASONRY COMPRESSIVE STREN (f*m) OF 1,350 PSI. 2. LAP LENGTHS IN TABLE ABOVE ARE GIVEN IN INCHES. 3. VALUES ONLY APPLY WHEN A SINGLE BAR IS WITHIN CELL - ...- , � --- ..--- - __ e. VERIOL REINFORCING SNALL BE ONO MID TOWN OR SLAB SUPPORTING MASONRY. MODE DOOM OF ADEQUATE WW FOR DINEW" LENGTH INTO FOUNDAMOR AND LAP SPLICE PROJEM WK (SE LAP SPIA SIM WE). FOR MASONW &IMPORTED ON SLABS MOVIDE OOKLS EMBEDOI11 INTO SLAB WITH SIANITMD "S (SM WA CONCRETE DLTAILS ON SM SM DWGSL ME SIZE AND SNING SIKL MATCH VENIOL RONFOROW. K. MINIMUM WL REINFORM a. RMORCE ~ KLS AS NO ON THE DRAWINGS. TWIN MDT SHOWN, REINFORCE WALLS (KWONG FARM VALLS) WITH 15 VERTOL BNRS AT 48' Of MR NAMMUM SPM b. PROVIDE 1-0 MR AT ALL CORNEK BIDS OF WAUS� EACII SIDE OF OPENINGS AND EACH SIDE OF CONTROL, JOINIS c. MIDE HORIZONTAL JOINT LAW-Iff REINFORUNG AT 16' ON Cam AM NOTED OPBOM WIND JOINT REIMHNOC A MIMUM OF f-C PAT EDGE OF OPERNM SIM FROVIDE BOND EIVIMS WITH 2-0 BARS AS FUW- 1, AT TOP COURSE OF FARM 7 IN ONE OF THE UPPER THREE COMSES OF ALL *a I UNLESS SION OTHERWISE IN LITIR SOM 00 THE TOP OF ALL WORTS GREATER 10 24' W COMING T-6 PAST EDGE OF OPDIK L OEM IN o. REFER TO ARCROICTURAL, MECHANOL AND PLUMBING WNW FOR LOCATIONS OF OPENINGS 1HRDU13H MASONRY WALLS, PROVIDE LOOSE UNTIL OR On BEAM 00 TOP OF OPIENINGS GREATER THAN 2f WIDF_ 11L ROOM i ALL RONFORTINIG S& HK A MINIMUM W We Of ONE TIM TTANEJM b. 00 CENTERED N CELLS S& BE HELD SECURELY IN RACE BARS NOTED AS '9011 FAW M41L BE SIMUTO IN RACE AT 4!-O ON CODER WW USING REFAWAIM REBAR FOSIDONETS, K 9MMLAM. It UNISS NO OTHERWISE ON S=W OR ARCHIWURAL DRAINGS, POW COMM JOIMIIS AT A MAGNUM SPACING OF 9-0 ON CENTER IN DOW WALLS AND 46-0 ON C" IN TIM 94M ODNSTRUCFDN JOINIS CNI BE USED IN UER1 OF CONTROL JOINT& b. CONSTRUCTION JOINIS FOR SLABS ON METAL DECK %& BE LOCAJID MOW ERB BEAMS ON THE JOINT 6 FAIKLEL TO THE BEAM SPOL JOINIS SHALL BE LOCATED AM THE MIM THIRD OF SPAM WHIN THE JOINT 6 PIRPENOICULAR 10 THE ON SPAN, e. THE CONITIRCIDIT SHALL SUBMIT, (FOR APPRIAN.) A SHOP DRWK INMING. ALL PROPOSED JOW LOCATIONS AND ALL REINFORCING STEEL TO BE RACED IN THE SLAB. MY STOP IN CONCRETE WORK AM BE WOE WITH OVA BULKHEADS, UNLESS OMW UK 0. o. FELL ALL 111= CELLS CONIMIN REINFORDMG WITH GROUTf. b. FILL ALL VOIDS AND CELLS WITH GROCIT FOR A DISIMM OF 24! BELOW AND IV EACH SIDE OF ALL BEAM NO UM REACIONS OR OM CONCENDWED I= UNLESS SIOWN OTHERWISE c. FILL ALL VOIDS AND CELLS OF MASONRY BLO SUPPORTING; SLATS OR SIR On FOR A 11SIANCE OF 9' BELONT BEAW aMION d. UNLESS NO OTHERWISE IN DETAILS, MIT CELLS CONTAINING ANCHORS OR BRINENIS PLUS ADJACEINT CELLS BELOW, ABOVE AND EACH SUE e. FILL ALL MIS BELOW GRADE WITH GROLIT, f FILL ALL CELLS ABOVE ROOF LENE1. MIN GROUT AT FARAPM g. WIN A CHARGE 01 WAIL 7KM DIM GROUT THE TOP COURSE OF THE h. WW BEAM AND JOIST PODEIS WHERE REM TO MAINIAIN IN WK OF W41. P. SIP PRW SIP JOINIS AT Iff TOP OF All 04-M BEARING IIKLS. AM SHOWN ROM ON ORNINGS, BRACE TOP OF WALLS TO STRUCTURE ABOVE USING L400/4' BY 12' I= EACH SITE OF WALL AT 8'-O ON OR ATEO ANGLES INTECRY TO FRAMING ABOM� OR USE LI&1/4! WE FRNMG AS HAINGENS AND WW AS REQUIRED TO SUM 1,404/4 FROM FRAMING ARM Q. MAINTAIN SUPW OF WWO LINTELS FOR A MINIMUM OF SEVER DAYS OR UNTIL MASONIRY HAS RIDDO SIRENGTH SUFFIDENT TO WaY SUPPORT few LOADS R MASORRY WALL CONSTIATON 9KL BE RUNIONG BOND UNLESS NOS MEW ON THE DRAWINGS 11 MWQKLM A, UNLESS NOTED MOM ON THE AWCIM DROINGS OR PRUCT SPECIFICATIONS, ANCHOR BRICK OR STONE VOW TO BADONG AS DESCRIBED am. B. VOW ANCHURS M BE ADJUSTABLE, TWO-PIECE MOM WITH A MINIMUM WIJ WK M SIM ANCHOR INFORMITIOR TO ARCHIW` FOR REVIEW AM APPROMAI. C. LOCIATE MOM AT 16' ON CENTER VERIOLLY AND TO' ON CNER HORIZONTAL MAXIMUM SPAMM 0. ODLD-FORMED MANG USED AS BACIONG FOR ANCHORED VOW SIKL BE 18 GAGE NOW SPAO AT 115' ON MR SCREWS USED TO TOM MOM TO STUDS %KL HAVE A MINUM SIM DIAMEFER OF 11W. E SM RELIEF MOO SHALL BE GWANIZED AND HAW A MINIMUM LEG THIMMESS OF J/r UNLESS SHOWN OTHINK ON IM ORAWINGS, PROVIDE A MININLIM CLEM GAP OF 311r KIND BOTTOM OF ANGLf AND TOP OF SEER BROW. 11 POST-16WO ANCHOR ND OONCRM, A. PROW POSI-IRRITTIM CONCRETE ANCHORS AS NO IN THE CONTRACT' DOCUMFINITS ANDIN THE M01IONS. EL ADM SLIPPORMING SHAIM FRAMW SHN.I. BE ONE OF THE FOLLOMM WIT HOA CR OAK BOLT TZ ANCHORS AS INDICAIED ON PIARS AND DUAK WOR INSTALLATION! SHALL BE INSPECTS) IN ACCORNA?a WITH THE WK INSPECTION REOMEMENIS PARAGRAPH GIS IN GENERAL NOTES, C. MOTORS SUPPORTING MISOELIANI)XIS HIMING SHALL BE AS NO IN THE PLANS AND DEJAII.S. F NOT 01HERIMSE SPECRET, THE ANCHORS SIft BE 1111.11 KK BOLT T7. D ANCHORS WNW ARDIFWURAL COMPONENTS, IDECHIM. AND MEDNANOL EQLAPMDII M BE AS INDOIM III THE RM NO 013AILS. IF NUT OEM SPECIFIED, THE ANCHORS 9*1 BE NO 0 CONCRETE EXPANSION ANCHOR. E WORS ATIACHING UN-W OR FRAMING 10 COIM SIM BE HTTI LOW-MOCITY X-U WM& POINDER-M W" TATENERS UNLESS SHOM MEW IN RMIS OR DETAILS F. PRIOR TO ANDIOR INSTALLATION, LOCATE EXISTING REINFORCING WNW CONCRETE SUBSTRATE DO NOT WE DM RETIFORUNG OWN INSTALLATION. CONTACT THE STROCTURN. BIGINEER IF ANCHOR =0 CONITIM WITH DEN ROMFORCING G PRODUCT SUBTFURM THE OONWXIOR MAY SUBMIT ALTERNAIE MCIORS FOR REMEN NO APPROVAL WIDED THE MOOMPARIING FEW DATA IS WffACIORY TO X 99M FOR COMPARISON TO THE SPEIRED MOM. 1k m m A6 SM STAIRS AND LANDINGS AND ALL CONNECTIONS SHALL BE MG Of THE SUPPLIER FOR A LIVE IN Of 100 PSF. TREADS SHALL BE OWED FOR A 300 POUND PW IN DUO= OS 4 SQUARE INCHES ALL HANDIALS SHAUL BE DESIGNED FOR A LAMK LOAD OF 50 PT 00 TO THE TOP OF THE PAL OR A 2DO POUND LOAD 9 ANY POINT N MY DRECITA WTKHf0 GOVERNS THE DESIGN. ALL SIM SHOP DRANGS MU BEAR N SEAL OF A RECTSM PROFSSIM ENGMER, WNTIONS SIKL BE SUBMITTED UPON WINIST 11 011 It" I I I __ - - , I � . . , I - I � .. IN 11 1. I , I 11 I - !!I fill P� "1411A41 A&&W, -111, I I 1-11-- It MMEAL AND OEM RODS I. k STRUCIM RON OOMPMM SUMS BUT NOT LIMITED TO SIM FRAIK CONTRETE FR49K REINFORCING, POSFaNSOMG NO ATO EMBEDMENIS SHALL IRE PRECEDDM 00 MECHANOL, PLUM% NO MOM (MEP) OW SIRLKIM FROING COMPONENTS SIALL MDT BE MOTO, ADJUVIT) OR OMW& MDOW 90 N STRUCTURAL ORNMINGS TO AMMOTE OTHER DISCIPLINES WHOUT APPRDML FROM THE SIRUCIM MEER. 2. MOM A, THE GBIEPA CONTRACTOR AND MEXHANOL AND ELEXIRCAL SUBCOMMM SHALL VENFY MIRCHASED, WW AND REQUIRED OPENINGS MUCH FLOORS, ROOF NO 60 ME IN AGREEMENT WITH N OM INFORMATION NO ON THE ORNINGS. B. DIFFUM OR CONFM "M THE DRAM 0 MECHANOL AND ELECTRICAL REQUIREMENTS SHALL BE REPORTED TO THE MUM BEFORE PROCONG WITH THE WORK C PENETRATION& THE GBM ODNFRACTOR SHNU. SUBMIT COORDINMED NO DIMENSONED DRAWINGS SHOWN ALL MIECHOM PLUMBING NO IIECIROL PBURATIONS THROUGH CONCRETE FIDDIR AND ROOF SLABS FOR REVIEW AND APPROVAL AT IM THREE TIM PER TO STARM THE WORK I A THE ROW AND ROOF FRANING 6 DESIGNED TO RPM THE MECHANCAL AND ELECTRICAL EWW NO ON RW DIFFMW IN ACTUAL MAW LOCATION, SIZE OR WDGHT MITY REDITRE RENWI Of N FWM AT THE DPW OF THE CONTROK B. PROVIDE 4' HIGH CONCRETE PADS UNDER FLOOR MOUNTED MEP EQUIW. REINFORCE PADS WITH 14 BARS AT 127 D.C. UNLESS NOTED OWNSE C PROVIDE (XINCREFE PADS IND ROW TOP EQU1PM9ff ONLY AS %WN ON THE SMUCTURN. ORMANGS. 4. SLEEVES AND CORE DRILIM, OM ON V& A, SUIEVES AND CORE DRILLING MUCH COMM SLAIIS ON METAL OECX ARE PERMITTED SUBJECT TO RE WONG RESTRICTIONS - a. PENETRATIONS %U NOT D= 6* IN WIM b. EDGE OF PENETM SHAII BE A MINIMUM OF f CUM FROM EW OF BEAM FIANX c, MULTIPLE MENETRIVIONS SHALL BE SFW A MINIMUM OF I CORE WNW APART USING THE LAW PIDEMAIN DIAMETER. d. LOCATE SLAB REAFORONG PROR TO WK PIERENTION NO ADJUST MINENTION LOCATION TO AVOID REINFORCM IF POEM LOrATIDIN CANNOT BE ADJUSIED OBTAIN DOFEWS APPROVAL PRIOR TO MAING PIEWIRATION. a. A MAXIMUM OF THREE PWRATIONS WITH MINIMUM SPACING MAY BE WOW WITHOUT DAMMS APPROVAL. t NO MORIE TO FOUR PENETRATIONS ARE ALLOWED BETWEEN AM FLOOR BEAMS UNLESS APPROVED BY DOEIR 5. EIMWA MUR, MM ON MEX A. RECTRO. CONDUR 6 ALLOW IN CONCRETE STABS ON METAL DECK MW TO THE FOUAK RESTRICTIONS m OMIT Ob. SIN. NOT EXCEED 1'. MIMIN CLEAR DWANM BETWEEN CONDUITS 6 f, b. TO MORE DIM ME GUM MY BE BUNDLED IN ONE GROUP. BUNDIED CONDURS SHALL HAVE AT LEAST lf CLEAR BERM GROUPS. c. CONDUIT MAY NOT = WITHIN FLO SLAB THIDOIESS. d. CONDUIT MAIL REST DIREMY ON METAL. DECK AID WU BE SECUREIY FASTENED DOW & EUETNROL CONDUIT: MR, MOM A. RECIRCAL COW 5 AUDIMM IN CONCIM 20 9MCT TO THE FOLLOWING RMWM- a. CONOUT O.D. SNAIL MDT EX= I" ' MINIMUM CLEAR DISIMa MAD CONDUIS 6 f. b. MID MORE IN THREE OMITS MAY BE BUNDLED IN ONE GROUP. MW OUNDUAS SNALL WE AT LEAST V CLEAR BETWEEN CROUK c. WOUIT MAY MDT CROSS IN FLOOR 10 0/2' W OR LESS. NO MORE TIN TWO LAYERS OF CUM MY CROSS IN TIM M d. CLEAR CONCRETE DOM TO CONDUIT SHALL BE ND LESS THAN THE COVER SPECIFIED FOR SAD REWPOM 7.SUPPOR1 OF A, SUPPORT OF MICHIMOL, MAW AND ElICTRION. ITENS SUSPENDED FROM CONCIR FLOOR AND ROOF SLABS 5 THE RSPONSIBUTY OF THE COMM INCIJUDING MIMING THE NUMBER AND POSITION OF FMM THE FOLLOWING FVENERS ARE APPROTED FOR USE IN CONCKM a PNO ACMIED EASIBIERS: HER UNIVERSAL XNURLED SIIANK TOW (XfU) WON Iai/r WEDIMEINT. IN POMMIED OEM USE 3/4' MAXIMLIM BMW. b DRILLED AMCIM' HIM OR" MKREIE DNM MM OLGN) WITH 11/2' BEEMMENT IN POSTLMM DECK USE POWERS 3/e MIN DROPCIN ANCHOR WITH OW" NO MORE TO 3/4!. c. EMBEDDED ROM USE HIT) HOT[* OR MW AS APPROPRAff OR UNISHRUT P3300 SERIES CONCRETE INSW IT. DID NDT SUM LOADS WO THAN 1,000 LK FROM CONGRETE DECK PROVIDE SUPPORT HIAMING BfJWB MAIM SHATM. FRANK s. THE OMMM MAY SUBMIT WOUILTS DATA FOR ALTERNATE I'ASIVIERS FOR REVIEW AND APPDX & PRIPOUR A. THE COMMACTOR SI& MODIFY THE ARCHITECT 0 SIRUCIM. DOOR FOR RM OF MEP ITEMS BMW IN FLOW AND ROOF SIM PRIOR TO RACEMENT OF CONCRETE NOTRICARON SFALL OCCUR AT LEAST 4 HOURS PRIOR ID MR EL OBSINMITION Eff NOW OR DOM DOB HOT ROM MWOR FROM MEW REQUIREMENTS LISTED IN PRECEDING PARAGRAPHS. 17. GUM REOU118M A, MY WERENCS "M THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE REFORD TO THE AKHOIECT TIM PROCONG WITH THE WOK B. OTINFUCTS WIM 7W SMUCIM DRAINS OR ]BETWEEN THE TRUCTINK DRANGS, GINSK NOTS ANO/OR SPIDIRUTIONS SHALL BE MR TO THIE SIRUCIM ENGINEER FOR RESOLUTION BEFORE MOCEIM WITH MODIFICATIONS OR ADJUSIMEINTS C. IT IS IRE MMCTWS RESPONSURRY TO C)ORMNAIE MEXHMOL AND ELECIRITAL EQUIPMENT RKHM WE INFORMATION SHOWN ON X TRUCIM DRAWNS INCLUDING, BUT NOT NO A EQUIPMENT LOCATION, SIZE, WEIGHT, OPM AND SUPPORT REQUIREMENTS. 00 WEIREMES TO X NOW AND DOEER BITORE PROCEEDING WITH THE WORIL D. SUBMIRINISARE NOT ALLOWED WITHOUT APMAL FROM THE ARCHITIECT NO STRUCTM. DOM REQUEST FOR SUBTRIDON NO BE ACCONFANO IN POO INFORMATION NECESSARY TO EVALUATE THE SUBSTITUTION MIT COMPERSAIN FROM THE CONTRACTOR MAY BE REQUIREII TO CONDUCT THE B"TION PROCESS. F WITING OWN OF THE BUILOING, THE =0= SHALL BE RESPONSIBLE FOR IM DIM NO RACEMDff OF TEMPORARY MING TO WITHSTAND ALL LOU TO WHICH THE STRUCWRE MAY BE SLIBIECRED, INCUOIRG LATERAL LOO AND S7OCXMUES AND EQUIPMENT. BRACING SHALL BE LEFT IN RACE AS LONG AS NECSSMY FOR WDY AND UNTIL ALL SRICTM FRAMG AND DUIPHR§GMS ARE IN RACE WITH CONNIECRONS COMPUTED. F. THE CNRKM SHM1. NOT 9MLE MATERIAL OR EQUINDIF IN A MAMR 1W EXCEEDS THE LOAD COM OF THE SIRLM OR CM DAMAGE OR DOW DEFUM OF STIMIM. ROM 0. RUM 9E LKK LOAD--RESISONG SM: 1. THE LAMIAL LOW-RESITING EIBM THAT PROW LAMK SIREMM AND SIARRY OF THE COMPLETED SRM INCLa MASONRY SHEAR 00 AND SIM OW FRAMM 7 THE DIAPHRAGM ELEMENTS 00 THE LATUR LOAD-RESITING SISTEM INCLUDE THE SITU DECK INCLUDING THE CONNECTIONS OF THE SHE DECK TO THE LATERAL MRSM MM DRAG SM OF SHE HIAMING AND AMMB ONNECTIORS, AND HORMWAL SIM DIAPHRAGM BRACING NO ASSOCVOED CONNECTIONS. I& ma SPECK INSPECRON 6 MUM FOR THE FOLLOW TYPES OF WOR 1. BUILDIK FOUNDKIN PREPARMIA a VERKAJION OF OMMATION TO PROPER 00% AND/OR PROPER SOL WJERK. b OBSERVATION OF BCNFIU. IKLUINNG VERIFICATION OF PROPER BACM MMK UFT THONESSES NO REQUIRED DIM BURN RACEMB(f AND ODMPACDON. t PERFOIRM CLASSIBUTTIDN AND TESTING OF CONTROLLED ILL MATEKS. & VERIFICUION SOIL MUMS BELON FOOTINGS ARE ADEQUATE TO SUPPORI DESIGN BEMING PRBSLIRES 2. W-III-PLADE OONXff WORK OUR WSTRUCIM COMEX HUM a. INSFIECDOIN OF RONFWC SIM NOLUDING MACW b. I&M OF BOLTS AND 80KNIS IN O)KRUE INCLUDING PIXBIDff� Q DONATION OF CONCRETE RACW INCLUINIC VBTFICATIN OF PRIM 1K SAMPLING OF FRESH CONCREIIE AND HELD ISM OF k1X PROPERTIS, MAINTENANCE OF MIEE SAMPLES ON OURING PERM i VERIFODON OF PROPER CURING TBIPERATURE AND TECHNOJES. ALL HN-SIRDO BOLTED CONNECTIONS INCLUTING VEREFIXTO OF HIGH-SIREN(TH 91 SOW AND FIELD WaDING INCLUDING VERRIODON OF WELD FILUER MATINK. & MENIAL %a MUTATION mm a. INSPECU AT FABROIDWS SHOP INCILANNG VERIFORDII THAT FABRICTION b . ALL SHOP AND FIELD WELDING NMI= VERIFICARON OF WELD FILUER WBK t ALL SHOP AND FELD WOW INMUDING. 01FICATION OF WELD FILLER iiklff#L IT. MATERIAL MOTION OF SIM USED IN ROLLED MEMBERS. PLATS, AND I'ABROI)ONS. & ENEIMON OF SOR FRANG AND MOTION OF JOINT DETAILS FOR COMPLIANCE WITH CONSTITUTION 0001010THIS, 4. POST-16ALLED ANCHORS INTO a. ANCHOR DESDWTIOR INCLUDING PRODUCT NAME� DIAWK AND LENGTH b, VERIOTION OF NOTE DIAMETER, DEPTH AND MONDE, OF DRILLING USK APPROMIE BIT. & INSIALLM DETRIMION INCLUDING COMPRESSME STRENGTH OF CONCRETE RECM I WK ANCHOR SPACING NO EDGE DISTANCE USING ANCHOR CMUM 5, Smaw M&AMW wm a SEE AND LOCATION OF WSW ROM b, MORTAR JOINT CONSTAINA DRUM VERIFICATION OF SH-MIAED MORTAR PROPORTIONS INSPECTION OF REIWORCIK CONNECIORS AND BOOM INCLUCK LOCATION. Sff� TOO, WE AND LOM & INSPEGION OF FRMM OF GIOUT, MORIAR AND PIN SPECIMENS. REFER TO PROJECT SPEOROM FOR COMPUMCE WITH INSPECTION PROVISIONS OF MW DOCUMM AND ADDITIONA1. 7M AND SPECIFIC REOUTREMBITS (L =9 PLACEMENT INCLUDING SIBUTTION OF CUM GROUT SPACES AND USE OF APPROVED LIFT TECIOM a INSPECU OF MIRRITION OF GRDIO. NORIAR AND PRISM SPECIMENS f VERIFICATION OF PROTIECDON OF MASDNRY WK COW OR HOT KAM COMMME WON INSWON PROVISIONS OF COMM DOCUMENTS AND APPRONBD SUBMIFIAM m9mim w"WIMISKU BE PROVIDED IN AOOO&WE *IH THE TABLE BSLCW� SIM INVEM FFSKM STAMM m 1. VM HAIGNOLS BELM FOOM ARE /A"IE TO ACHIM THE OESON SIMING CAFAM N AIXOROW M THE CBMEDMM RSPORI. Pam W 1704.7 I 2. VEM EMMMIS ARE MOM M PRWER OB-TH AWD WE REAM mm WSK IN mma mm THE ffimw� ROW. KWW 31 Pam CLASSFUTON AND TeM OF CONIRMS FILL MUMS IN ADOO� ON THE OEMINArA RIM. Pem _ C VERFY USE OF PROM WOEROM DENSM NO LFT THEMSM W= PLACE189 AM COIFAMON OF COWROUD FRI. N AOODFAM WIN ISE GEOM31m ROW. CONnmm & PINOR TO PLAMM OF ON110M FILL OBSERWE SOBWAE AND VWY THAT SIM HAS SM MMED POWMY IN ACCORDANCE WON THE OEDIEDIWA IBM. Pam COPEME, 1. NPECIN OF WfOROINS MEL SM AND RaW - Pam AQ 318: 15. 7.1-7.7 L NOW SOLIS M BE INSOILLS) IN 00REE PRO 10 NO MW PLAOWff OF OWFIE. Famm w 1911.5 & IOWYM USE OF MINNS M= 11X Pff= ACI SM Cb. 4. &2-&4 4, A THE TWE FRESH C014MIE 6 SNAM TO FABRIME WMENS FOR MMM TESM PERRM SLLW MP AND AN 0(mm Im CONANUDUS - ASTA C17Z ASO0 C31; ACI SM 5.% 52 - - 5. SISPECOON OF CONCREIE RACOM FOR FXM OPLICATION Tw"Qm Owmw I Am 3% 5.9, 5.10 & WWO FOR WMI10WEE OF SUM QM IDVMVURE AND TONNUM pem - - A0 SIB; &II-,&I3 SIM Qmzw= 1. WOEIK WWVM OF HXHSI11ENM BOLTS, WIS AND ISM WK SMKIH NUM AIREABLE ASIM MAJOK - AIRrAu ASIM MAIM SUMTOM AM 36D Sm A3.3 � MENIMMON MARM TO CMf= TO ASIM SWCARDS swe IN INE ww" CONSIma" DOM40M PONOW b. MWAM4M CWWAE OF CONFLW40E REDUSED I'mm 2, INWEMON OF HIGH-611MOI BOLM AS 360 Sm MM, 9C t7O443 a WAVr-M COMMIM PffM pow I MOM VENUDON OF STROM SM- ASIM A-6 OR ASTM A-568 a. 09flMTJON MAN= TO CONIM M AM SIANOM gem N THE APPROVED COWRINISON 00mwm - - b� WAMIUREn MOU WILL TEST WORIS KCAM. - - 4. WM VUfrMON OF WELD FILLER WEIKS- AISC 30) Sm A3S a. IDEPOIROM UNIONGS TO CRFOIN TO AWS SPEIMTEN IN IHE APPRM OONSWIXIION DOMISM - 1� W)REACREEn COMFKASE OF COIRIAM REQUIV0. - - & INSPEOSON OF wam An 01.1 a. STfILMNAL STEII. 1) MPLEIE AND WK PNINION W4M WELDS MKW cwnmm 2) WAX-M RW WX =ON= - - ___ - - __ CONTKUS . � __ 3) Slw..m FILLET WELOS > 51Ir (Mm) WOKOLIS CONTINJOUS 4) SW-M FLO WELOS < Ir (7im) IBM - MASONRY 0016FRUCTM 1. AS MRSW 0016RIUM BESM THE FOLIDW SHML BE TO ENSURE COMPLw4m, AD SM/= 8/1116 602--ARL 2.5k ART. 3A Mr. 14, ANI. Uk . 4L PFAMIRIONS OF SOE-PFOYM MORW - KOM b. CONSHWM OF LOOM JDINIS. PBM I'mm & LOMM OF RUNIINICOM AND COINErM FOM Z THE MWO PMW SMALL VM & SM AND LOCAMIS OF SIM0W a06M Pmw Mr. 330 L TIM SIZE M MASON OF AWNK KLUONO ON DENS OF NOWACE OF MWO TO SNAOM 90SM FRAIES OR OM COINORUCM PERIOW AD 53D/ASCE S/M 402-Sm 122 T4 ZIA mA 1.11 2.1.103.Z UA4 (b) � SPECKS SUL OW AM M OF f0W. PEINOW & WEM OF REINIOM BW & PROTOCI)ON or NASOM SIM COW WAINER MV. SOM 41Y F.) OR NOT WAM CMF� ABOW W F) I'mm 1BG Sm 2104,3 AND 210t.4 I - 3. RON 10 GUM THE FOUM SU BE VOTITES TO DOXIE COwLmm. cwr*m . IL am S*Am 6 am PERIM ACI 53O/ASOE 6/W SMI-Aff 3A Afff. U. SM 1,13. ART. M ARr. &M b� RACENM OF REW. AND OMMMM Kmw - c. MUM OF SITE REPARED ONNT. & CONSTRUMN OF MWOR JWM PER1000 4. OW RACOM Ski. BE VMS TO WK CWANCE Im CODE AND CONSFAM 000" PROWISM CONTINUOUS ACI 530/ASM 6/0 802-Aff. 3.5 . S. PFVARABN OF SIM 9WWOS, MORINR SPIUMDE AND/C9 FRW SHALL BE OBSMM COIRIPAUS ACI 5830/AS 2-M 1.4 AND C W CE 8=00AND 243 t 2 & ODMUM WON FAIING OS16M PF014M OF THE OWWOM DOMen ANO THE N"M WNW SHALL BE VES&M FW= ACI 530/ASCE f/RIS SM-M. 1.5 mmw mommanEamm. 1. (ANING FLACaOff OF ADHMK ROM OR ReNIORMENT 08M MIN ADHESNE (AS VE0118 ON THE WGRICSON DOMNENM IN WMW AND CMMM . I - ---- a, SM AND BKWff OF ANDM/WaRCOM CONDIM =mmm'", ommm".=m PER C%n*AXX1S Fwm - __ - ____ 1. WHEN SIM INSPECTIONS ARE REOLIFIS) BY BUILINNO OFFIVAU a FABIWIVION AWD &KENISGANION PFIOCEDUREL 1HE SIM INOW011 %WL VBW THAT INE FAW40M MANOAMS DENUD EA"CAIM AND MN OWROL. PRO== IHAT PRM A SM FOR IVWM MOM OF THE W=MAWW. NO THE FA&TAMn ABW TO CW= TO MM CONSOtUMON DOWDIS AND RD1000 MOARDS. THE SPSOAL WECIOR SNAIL REM THE PROOMMS FOR 001FLEIENESS AM AOMM SUNK TO ff COSE WAMMOS FOR THE FAMMM% SODPE OF M 2. AID SPBX MWOONS ME NOr MMM SIDE UM WM* I I OF FAMUICK M APPRM FAMUN NU MW A CEAPIRME OF CWLWU TO INE MUM WFEK 500MI � PUF0000 IN ACCAORDW WON THE NMVED CMISM01ON DOCUIaM 19. IRM AND Oft ML THE =TIM WILL NOV FARRELD 01ING LAEORAIDIRIES 0 203-336�51100 &/ OR AM MUM (SPECK INSPECM) TO Pwff MRS AS INDOWED BEIN. THE DOB SHALL OR ALL EXPENSES OF THIS WORK A6 CU-IN-RADE a. THE SPECIAL INSRECIOR SHN.I. 100 THE FORM AV REINFORUNG SM RACEMBIT FOR COMPLIANCE WITH THE CORM DOCUMENTS AND SIOP DROM THE SPECK RMN SHAUL MONTIOR ALL SFWURAL CONDIDE RACEST FOR (XINFORIANCE WITH APRM ACT REOUREMENIFS. b ON AWV W SMW FRESH OONDREIE IN MUM WITH ASIM C172. VOLD 70 CUM IN ADWRIANGE ON ON C31. ME AIR-fNTIMMD1F IN MOM 10 ON C231 AND PERFORM SLUMP TESIS IN ACOWN WITH CId c. COMPRESSION TESTS SHNIL BE WE IN ADCOMU TIM AN OR IL ff Am RL UK ADDITIONAL TESTS IF NAAm MOM AT N winklm mw As OHM BY THE SBRIWA DOM vm TEST RESULTS NOTE MET CORM SIRENGIRS HAVE NOT 80 ATTAINED B. mm. a. THE SPECK WPM SNALL 011TOR THE PROPORRIONK WK AM CONSSIM OF LOW NO MIT*, THE FLAMM OF MORTAR, =9 AN MASONRY UNIM AND THE KAMM OF REINIMING SM FOR ODMPUMUE WITH THE CONTW DOCUMENTS b TESTING AMC SHALL PERFORM COMPRESSION IIEST MASOMMf PRISMS FOR EACH RPE OF MAIL CONSTRUCTION IN MODRIANDE WITH ON E447. METHOD a c. THE OWMAGIOR SHAUL PROW ONE SET OF PRISMS FOR WK AT 7 ONTS AND K SET FOR TESIN AT 28 DAM TESTS ARE 10 BE CONDUCIED, of K AGM FOR W MOO SM FEET OF WK MRS BUT NOT LESS WAN 2 EM Q amm (L MX WPM SHALL VSIKIY 18W ALL RU.ff WEIA BOLTED CONNECTIONS AND SHIM SIUM b. X TESTING AGM SNALL VXFOR THE INSIRIATION OF BOLTS KOM WEIMM FOR CONIORMANCE 10 MIC PRE-01LIBRITTED TWENG PROCEDURES t ENH RAI RIERM BUIT OR ON WELD AND FIFTY PERDENt OF PARK PWRAMON WELDS M BE IM BY THE ULTAksw MORIOD, AND MUID-fASS WELDS M BE 00 BYINE MAGNETIC PAM WHOD, & 10% OF ALL HELD ME WELDS IN PWARYCONNECIONS e. TEST MY WELD FOR NO VISUAL DWRM NOTES AN MISR COND111011 MIT/OR POOR QUALITY. I ON INSPM AND TESTING PROCEDURES M BE 10 ACCORDANCE WITH THE AWS OODE. 20. MM QnM 1. affim. A. THE ELEMITOR NACME ROOM FLOOR, RNTOR HOMrS, UVATOR MIS, RM AND WALL MOM WR DMGNED USING MVION OBTAW FROM WNM XM AND 00 DATA SUPPLIED BY (UT BMTR MMUFACRW OR ELEVATOR CONSULTANTS NAME Hm DATED (Usr DATE OF CONSULTANTS NAME TIM, INFORMATION 04 THE WW AND WMEICSS OF THE INFORMATION RECENED IS THE REMMITY OF IRE ELEVARR OONSUI.]Mf AND MMUFACTURER, B. DOOLIMUNIATION: REACDOINS FROM WATOR EWMENT ON NACHME ROOM FLOOR, EIDATOR MIS AND SUPPORT BEAMS WENT FIRM BY DOM (AS APPLOBLE) NO ARE SHOWN ON THE DRAWINGS FOR INFOWATION ONLY. C. MEN MW PROVIDE OMDER POW AS SHOWN ON THE DWINGS (AS APROBLE). POW ADOMM. OMDER BIAMS AS FMIRED TO SUPPORT W RYLS BETWEEN ROOM IF VOW& DISIATM WfWEEN DNIDER BEAMS SHOWN INCEEDS MAXIMUM OISIAMM ALLOW D. HOIT' BEAM IF HINST BEAMS AW REOIARED BY THE BBW MVANACIURER AND ARE NOT SHOWN ON THE STIATURN. WONGS, PRO WIT BEAMS 9 TOP OF ELEVATOR WIFTS AND ODNINECT TO ADJAW SUM INK. UK SHOP WJMNGS OF HOIST BEN fRAMING FOR REVIEW AND, APPROVAL PROR TO BEN INSIALLAIM. E IT 5 THE MWKIWS RESPONSIBILITY TO MY RMW ELEVATOR FOUIPMENI AGAINST THE NFORMINTION SIOWN ON THE MOW DRAWINGS IWAK BUT NOT UNITED 10, EQUIPST LOQUION, SRL LOADS, OROM HXIWAY AND PIT REQUIR13W K 900 REQUITEMM REPORT WERENCS ID THE AKHIW AND DOM BEFORE PROCOM WITH THE WORK. F. REDESIGN: IF A RMEW OF THE ELEVATOR SUBMITTAL REVEALS RMESIGN, OF THE WOK ROOM FLOOR, HOMY, PIT OR SUPPORT WZ 6 RIQUIREO, THE CONTRACTOR SHALL PROWE COMPENSATION TO THE SHAW DOM FOR THE SM ffFORT C, MOOFODONS: NO MIXIMMS TO THE ELEVATOR WOK ROOM UK DENY, PIT OR SUPPORT BEAMS ID ACCOMMODATE ROMM EQUIPMENT WILL BE ALLOWED WHOUT WRITTEN MOREUTION FROM THE AROPECT AND ENGINER H. LIMIIAIM- ELEVATOR ORISTRUM INFORMATION NO ON THE SIRUCIURAL WAINGS 5 LUD TO THE FOU.OMG 1100- 1. RMTOR PITS INCLUDING SUMP PIT AND ELLYATOR DNOM BEW I WK ROOM CONSDATION: FLODR 0 ROOF CONSTRUCTION, MCHINE BEAMS AND HOIST BIAMS. J. RNTOR SIM CONSIRIM SHAFT OP90M IN FLOOR AND ROOF UYEIS IM=NG EDGE FPAMK GUIDE K SUPW FRAMING AT FLOORS AND BETWEEN RODR3 WHERE FLOOR TO FLOOR DISTMO EXCEED q4 NO MR OF ELEAFOR HOW WNW MED IN WM k ALL OTHER EQUIPST AND ACCESSORIES WANTED FOR aWTOR CONISTRUCHON SHALL BE MTOVIDED BY THE ELEVATOR MANUFACTURER. '-,. EL- 100'-O-,Jk. iv SPOT ELEVATION SPOT ELEVATIONS ARE RELATIVE TO DATUM ELEVAMON A 4. 1 �16 SECTION \Z� ENLARGED PLAN OR (&t= PLAN DETAIL tI I \- VERTICAL BRACE '� 1 1 .1-11-1-1-111--l'.. KNEE BRACING I - -��- " ---- V - BRACING (INVERTED CHEVRON) 3 0 BEAM SPUCE (LENGTH GIVEN __��, FROM COLUMN CEMOUNE TO C04TERUNE OF SPLICE IN FEET AND INCHES FULL PENETRATION 10 MOMENT CONNECTION L_ F� SHEAR CONNECTION 3/4 D X 3-3/8 TR-AA ADHESIVE ANCHOR THREADED ROD "�'� \_ EMBED LENGTH I THREADED ROD DIAMETER LEVEL ELEVATION L5 (RELATIVE TO DATUM Mx__Xx.q� ELEVARON IOO*-0j A,P1 -PILE MARK P92-PILE CAP MARK S9--W-TOP OF P.C. ELEVATION (REFER TO PLAN) I __'[�t..1;1 -COLUMN MARK I P1 -PIER MARK I W-W-TOP OR 801T. OF FIG ELEVATION (REFER TO PLAN) P13 PB Nrm Sm Hss� SEE: cam mom FOR [H OR 0 ROM TIM imPB wAs wn POST, SEE cam mEm FOR FURTHER INFO. F-X M01ES CONCRETE TOM PER SMULE GB-X NOTES MM GRU DEAN PER SCHEDW <X,-X"> NOS EXTION OF COMM TOM REWRION IN REFIETIMM 70 DATUM (X*-X") IMXM TOP OF STEEL MOTOR IN REFERNM TO DATUM SLAB DEREM OR UK IN �& Q� STRUCTURE WK,= INDICATES STEEL BEAM 1-Y INDICATES STEEL LINTEL INDICATES BAR JOIST 'zwlw�§ =WNWOON0. 9WDRAPET INDICATES METAL FLOOR OR ROOF DECK STRENGTH AXIS DIRECTION ! - FTQ W-111-m0mm 11 . .. 11 . TON WALL AM FM SHELF I TOW CK WALL WE SHELF OR I - am BEARING WALL BELOW OPENING OR DROP IN WALL MASONRY WALL CONCRETE REF -WALL OR PRECAST / CMU UNTEL MECHIL EQUIPMENT Em SEE PLAN FOR WEIGHT =41=�� ABEIREOTIONS ABV ABOVE FAL FLUSH BEAM R. RADIUS AESS ARCIFECIM EXPOSED F.S. FAR SIDE RECT. RECIANOULAN) STRUCTURAL STEL F.V. FIELD VERIFY REINK REDIFORCING AFF RIM HIM FLOOR FIN. FINISH REQD. REWIRED AGG. AGGREGAI F.F. FINISH FLOOR SM. SCHIEWLE ALT, ALTERNATE FTE FINISH FUN EL SECT. SECTION A. BOLT ANCHOR BOLT H.R. FLOOR FIR V, SHEA ARCH. ARCHOECT F-K FOOT TOPS (MONW SC SLF-ONDCAL. ARCHL AMINTMRAL F. FORCE (AWL) SHI. SHEET TIM. BEAM FJ FLOOR JOIST S&L SIMIlm BRG. BDAING GET GRADE BEAM SDG S/F SLAB-0144RADE SUB -FLOOR 811111. BETWEEN OR. GIiADE BUX. BLWX OF GIRDER TRUSS SO. SQUME BOTT. BOTTOM HDR WADER SIB. STANDARD 901' MR OF FIG NSS MOW SIFUCT SECTION STL sm BOP WTI OF PODU H.S. HEM STUD M. SW`FM DOP BOTT OF PLATE HT, HEIGHT SIRUCIL STRUCTURAL m BUILDING HORIL HORIZONTAL STRUCI. STRUCTURE ELL BUILONG LINE LF. INSIDE FACE SUFF. SUPPORT BLW BEM INT. INTMOR SYMM. SAIMETRY C.L. CUM LINE JT. JOINT TEMP. TEMPULTILK CHNL CHANNEL J9. OR J. JOIST t TBISION COL COLUMN K. top (1,000 POUNDS) T & 8 TOP AND BOTTOM C. COMPRESSION MFR. MANUFAMRER TOC TOP OF CDNX= CONC * CONCRETE MK MARK TOF TOP OF HONG CMU CONCRETE MASONRY MAIL MATERIAL TOJ TOP or JOIST CONN. CmCwNI MAX. MAXIMUM TON. 70P OF LEDGE CONST. CONSTRUCTION MECH. MECHAINICAL, TOP TOP OF PIER CA CONST/MVROL JOINT MEP MECH./am./R.UmBING Top TOP OF POCKEr CA CEILING JOIST MIL METAL TOS TOP OF STEEL owl cwnmm MIN. MIMM TOS TOP OF SHELF CONIR. CONTRACTOR MOM. MOMENr TON TOP OF WALL Cr COUAR TIE N.S. NEAR SIDE IV. TYPICAL OP, DEPTH NSG NON -SHRINK GRDUT UND UNLSS NXDD Do DROPPED BEAM NIC IN CONTRACT OTHOWE DBA WORMED BAR 900 NIS NOT TO SCALE vw. vewx DET. DML NO. NUMBER WD. WOOD DIIAL OR O. DIAMETER O.C. ON COW W.P. WORK POINT DIM, DIMENSION O.H. OPEN HOLE MR JT- CONTRACTION JOINT OWL DOWEL OFING, OPDIING DWG. DRAW OP. NO. OPPOSITE HAND Ek EACH O.F. OUTSIDE FACE EF. EACH FACE P. PAN (FORM) EW. EACH WAY PNL PANEL E. ELEVATION PENEr. PENETTIATION Bm ENGINEER PIL PILASIR ES M SIDE M. PLATE % EM PT. POINT Do. EXISTING FT PRESSURE TRFAM) 9P. DFAINSM (90111) I.B. OR f POUND EAL EXPANSION JOINT PSF LBS. PER % FT W. Dam PSI LBS. PER % SIM FAR FABRICATOR P/C PRECAST CONCM P.L. PROPERTY LINE I THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED E, WRITTEN CONSENT OF THE ENGINEER. 11 //I- �� Atlanti .Ir Consulting & ngineering E LLC 525 John Street Bridgeport, Connecticut (203) 336-4422 (203) 336-1769 (Fax) EMAIL: I INFO@ATLANTIC-ENG.COM , �?�- E____, F4 0 �4 I ne_" �� U) I � � &---i U) >__q -<� �r4 �'-';- `___j r� Q_� - �4 c:::) �_� C g:.-:) rN.... (D Q:� rv_'o !`_� 0 �r � m E---q W 4rN..;, --.i �� >__4 �:: (D r,,.;, �_� ,:� ��' I rl�� �-� (:,\2 U C\2 . T__I I JOB NUMBER: 17-3098 DATE: 1 081417 wm--1"f'I11m1A:r*1�Em 1IRWq11#1j'� 11, , , §.,ikTilt"fxllol,immo!,Ivizil 11 RN41117 M.M.T.-Im = I I - , (N) BACKS + ARCH EDITS - - im ����� ����� i I 1; ISSUED FOR BID - ����� I— __ ______I� DRAWN BY- CHECKED BY: 1 DMP JEQ � I [SHEET TITLE: I I [0,11112me2mm SCALE: I SHEET NUMBER: �1 am BASEMENT WALL PLAN SCALE: 1/4"44" IIST FLOOR FRAMING ABOVE PLAN NOTES 1. ALL EXISTING JOISTS ARE 2 x 12 0 16'oe, UNLESS NOTED OTHERWISE ON PLAN. 2. ALL EXISTING BEAMS ARE 81 x 12 WOOD TIMBERS, UNLESS NOTED OTHERWISE ON PLAN. 3. ALL BASEMENT POSTS ARE 4"0 LALLY COLUMN, UNLESS NOTED OTHERWISE ON PLAN. 4. VERIFY ALL EXISTING MEMBERS FOR SIZE, DEPTH AND ON CENTER SPACING. 5. ALL NEW MEMBERS SHALL BE: SAWN -LUMBER - SPF#2 (fb=875psi) OR BETTER STRUCTURAL COMPOSITE LUMBER - Microllam LVIL 2.0E POSTS - MIN 4X4 OR 4-2X BUILT-UP, UNLESS NOTED OTHERWISE ON PLAN. KEYED NOTES (Kg- 0 8' CMU WITH #5 VERTICAL REINF. 0 16*oc, GROUT ALL REINF. CELLS SOLID. (D PROVIDE MIN 2-1/2' BEARING AT (N) 'SISTERED- JOISTS, TYP. (a) PROVIDE 2x SOLID BLOCKING BTWN JOISTS, TYP. 0 SAWCUT (E) SLAB AND INSTALL (N) CONC. STRIP FTC AND STAIR SUPPORT. (N) COL.(S) & BASEPLATE(S) FOR NEW STAIR; (4) 1/2"0 x MIN 10' A307 THREADED ROD, EMBEDDED MIN 7`1 DRILL AND EPDXY (HIT HY-200 OR EQUAL) PROVIDE LEVEL SURFACE; AS NEEDED, FOR (N) COL & BASEPLATE INSTALLED ON TOP OF FDN. WALL, SEE KN-5 FOR FASTENING, (N) BEARING WALL: 2X4 0 16oc, DBIL TOP AND PLATE, P.T. SOLE PLATE 0 CONC CONTACT ADDITIONAL (3) #6, E.W. 0 (N) COLUMN BEARING LEGEND: (EXISTING MEMBERS / COMPONENTS) 161 CP INDICATES (E) 4`0 LALLY COL. w/ (E) STEEL CAP PLATE, U.N.O. ON PLAN INDICATES (E) 802 TIMBER (ROUGH SAWN) BEAM, U.N.O. ON PLAN (N) BX - DROPPED INDICATES (N) BEAM, PLIES AND POSITION (DROPPED OR FLUSH) m PB 0 PA INDICATES (N)POST BELOW AND POST ABOVE INDICATES NEW 2x4 @ 16 STUD BEARING WALL. INDICATES BEAM TO BEAM CONNECTION, SEE SCHEDULE INDICATES METAL DECK STRENGTH DIRECTION VERIFY ELEVATOR AND STAIR OPENING WITH ARCHITECTURAL PLANS INDICATES (N) JOIST OR RAFTER GRAVITY LOADS: A-3 (COMMUNITY HALL) ASSEMBLY (MOVEABLE SEATING) 100 PSF LL OFFICE/CLASSROOM 50 PSF LL UNINHABITABLE ATTIC w/ STORAGE 20 PSF LL 3-1/2" CONCRETE 44 PSF DL STEEL MEMBERS 151 PLF DL LGMF 15 PSF DL BEAM SCHEDULE: NOTE: SEE METAL CONNECTOR SCHEDULE FOR ALL BEAM / JOISTS HANGERS, ETC.. Ll = (2) BACK TO BACK 0-1/2% 4'x 3/8' OR CMU 8" BOND BEAM w (2) #6 REINF EXTENDED 7' PAST OPN'G B2 = LEDGER BOARD (1) 1-3/4' x 9-1/4' ILVL (2.01E) GROUT ENTIRE HORIZ. COURSE, FASTEN BID. TO CMU w/ 1/2-0 DRILLED & EPDXIED ANCHORS 0 16'oc T&B STAGGERED 83 = (3) 1-3/4' x 9-1/4' ILVL (2.01E) DROPPED BM. FASTENED WITH 3 ROWS OF 16d / 20d COMMONS 0 12"oe. COLUMN SCHEDULE: C1 = HSS IS 4 x 4 x 1/4 WITH BP-1 BASEPLATE AND 1/2' THK CAP -PLATE AT COLUMN TOP C2 = 5-1/4" SQ. PARRALLAM POST BP-1 = 9" x 4-1/2* x 1/2* THK. BASEPLATE WITH (4) 9/160* HOLES (MIN 1-1/4" CLIR FROM EDGES AND MEMBERS) ALL WOOD POSTS SHOWN ON PLAN TO BE 4X4 or 4-2x4 BUILT-UP EQUIVALENT, UNO ON PLANS PB = POST BELOW PA = POST ABOVE NOTE TO STEEL FABRICATOR: ALL CHANNEL TO COLUMN CONNECTIONS UTILIZE A SHEAR TAB OR ANGLE CONNECTOR METAL CONNECTOR SCHEDULE MARK CONNECTOR COMMENTS 40 LBV 3.5611 1.25 TOP MOUNT HANGER, BEAM TO BEAM CONNECTION. 10d COMMON, FILL ALL HOLES 47 HHUS Z25117.25 FACE MOUNT HANGER, BEAM TO BEAM CONNECTION, 10d COMMON, FILL ALL HOLES FACE MOUNT HANGER, JOIST TO BEAM. INSTALL ALL SIDE SHEAR LUS SERIES HANGER NAILS FROM HANGER INTO JOIST UPLIFT CONNECTOR. INSTALL ALL SIDE SHEAR NAILS FROM HANGER H2.5A INTO RAFTER AND TOP PLATE. RAFTER 7-0 HIP / VALLEY / RIDGE SLOPED/ SKEWED CONNECTOR, INSTALL LSSU SERIES HANGER ALL SIDE SHEAR NAILS FROM HANGER INTO RAFTER AND TOP PLATE. THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. Atlantic Consulting & Engineering LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fox) EMAIL: INFO@ATLANTIC—ENG.COM cf) Q4 C) C\2 JOB NUMBER: 17-3098 DATE: 081417 INSPECTION # 1: INITIAL INSPECTION # 2: PROBES FOR BID DRAWN BY: CHECKED BY: DIVIP JEQ I I SHEET TITLE: I I RETROFIT FOUNDATION PLAN AND FRAMING @ 1ST FLOOR SCALE: AS NOTED 11, SHEET NUMBER: III PROVIDE CLIP ANGLES FOR STAR STRINGER TO CONC. PAD OR STEEL SUPPORT BM. ATTACHMENT 1 ST FLOOR WALL PLAN SCALE: 1/4"= 1'-0" VERIFY ELEVATOR AND STAIR OPENING WITH ARCHITECTURAL PLANS 2ND FLOOR FRAMING ABOVE PLAN NOTES: 1. ALL EXISTING JOISTS ARE 2 x 12 @ 1670C, UNLESS NOTED OTHERWISE ON PLAN. 2. ALL EXISTING BEAMS ARE 81 x 12 WOOD TIMBERS, UNLESS NOTED OTHERWISE ON PLAN. 3. ALL POSTS ARE 44* WOOD, UNLESS NOTED OTHERWISE ON PLAN, 4. VERIFY ALL EXISTING MEMBERS FOR SIZE, DEPTH AND ON CENTER SPACING. 5. ALL NEW MEMBERS SHALL BE: SAWN -LUMBER - SPF12 (fb=875psi) OR BETTER STRUCTURAL COMPOSITE LUMBER - Microllom LVL 2.OE POSTS - MIN 04 OR 4-2X BUILT-UP, UNLESS NOTED OTHERWISE ON PLAN. 6. Ll = L6x 6x 1/4" LINTEL, MIN 7' BRNG, EA. END. LEGEND: (EXISTING MEMBERS / COMPONENTS) INDICATES (E) 4"0 LALLY COL. w/ (E) STEEL CAP PLATE, U.N.O. ON PLAN INDICATES (E) 8x12 TIMBER (ROUGH SAWN) BEAM, U.N.O. ON PLAN N) BX - DROPPED INDICATES (N) BEAM, PLIES AND POSITION (DROPPED OR FLUSH) KEYED NOTES (KN) (De CMU WITH #5 VERTICAL REINF. @ Woc, GROUT ALL REINF. CELLS SOLID. PROVIDE 2x SOLID BLOCKING BTW'N (N) TJI JOISTS, TYP. (N) COL(S) FOR NEW STAIR (a) (N) BEARING WALL: 2X4 0 16oc, DBL TOP AND PLATE, P.T. SOLE PLATE 0 CONC CONTACT THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. Atlantic consulting & Engineering LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fax) EMAIL: INFOOATLANTIC—ENG.COM >.. C\2 C\2 JOB NUMBER: 17-3098 --- -------- DATE: 081417 SUBMITTED FOR: DATE INSPECTION # 1: INITIAL 071117 REVIEW/COORD...75% COMPLETE 082417 INSPECTION # 2: PROBES - (N) BACKS + ARCH EDITS 010518 PERMIT 011218 S-400 SHEET 031218 ISSUED FOR BID 042618 DRAWN BY: CHECKED BY: DMP JEQ I I SHEET TITLE: I I m PB r_1 PA INDICATES (N)POST BELOW AND POST ABOVE r. INDICATES NEW 2x4 @ 16 STUD BEARING WALL. RETROFIT 1ST FLOOR PLAN AND FRAMING _j t- INDICATES BEAM TO BEAM CONNECTION, SEE PLAN @ 2ND FLOOR SCHEDULE INDICATES METAL DECK STRENGTH DIRECTION SCALE: INDICATES (N) JOIST OR RAFTER AS NOTED III SHEET NUMBER: I S-101 2ND FLOOR WALL PLAN 3RD (ATTIC) FLOOR FRAMING ABOVE SCALE: 1/4"44' PLAN NOTES 1. ALL EXISTING JOISTS ARE 2 x 12 0 16"Oe, UNLESS NOTED OTHERWISE ON PLAN. 2. ALL EXISTING BEAMS ARE 81 x 12 WOOD TIMBERS, UNLESS NOTED OTHERWISE ON PLAN. 3. ALL POSTS ARE 40' WOOD, UNLESS NOTED OTHERWISE ON PLAN. 4. VERIFY ALL DOSTING MEMBERS FOR SIZE, DEPTH AND ON CENTER SPACING. 5. ALL NEW MEMBERS SHALL BE: SAWN —LUMBER — SPFj.2 (fb=875psi) OR BETTER STRUCTURAL COMPOSI LUMBER — kficrollam LVIL 2.OE POSTS — MIN 04 OR 4-2X BUILT—UP, UNLESS NOTED OTHERWISE ON PLAN. - REINF. 0 1670c, GROUT ALL RONF. CELLS SOLID. ONG AT (N) JOISTS, TYP. ING BTW'N JOISTS, TYP. )RT 8M. ON ELEVATOR CMU WALL, FASTENED w/ PLATE AND BOLTS qR (D(N) BEARING WALL- 2X4 0 16oc, DBIL TOP AND PLATE, P.T. SOLE PLATE @ CONC CONTACT (D NOT USED THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. Atlantic Consulting & Engineering LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fox) EMAIL: INFO@ATLANTIC—ENG.COM cf) C\2 C\2 JOB NUMBER: 17-3098 DATE: 081417 1 !16-ig]Mlilllmzol� INSPECTION # 1: INITIAL INSPECTION # 2: PROBES ISSUED FOR BID DRAWN BY: CHECKED BY: DIVIP JEQ SHEET TITLE: RETROFIT 2ND FLOOR PLAN AND FRAMING I PLAN @ 3RD FLOOR SCALE: AS NOTED SHEET NUMBER: S-1 2 3RD FLOOR WALL PLAN / ROOF FRAMING ABOVI SCALE: 1 /4`4-0" ROOF FRAMING NOTES 1. INSTALL SIMPSON H2.51 RAFTER CUPS (HURR'-TIES) AT ALL RAFTER TO TOP PLATE CONDITIONS, THIS APPLIES FOR EXISTING AND NEW RAFTERS. SEE "METAL CONNECTOR SCHEDULE! FOR ALL (N) METAL CONNECTORS INTRODUCED TO ROOF STRUCTURE. 2. LEGEND INDICATES TOP PLATE / NAILER AT ROOF LEVEL -� INDICATES OVERBUILT ROOF INDICATES PRIMARY ROOF MEMBERS (EXISTING TO REMAIN) INDICATES INTERMEDIATE ROOF MEMBERS (EXISTING TO REMAIN) 1 (E) ROOF SHEATHING: 1/2" THK. WOOD PLANKS 6NocRALONG ALL PANEL EDGES (E.N.) ANOOF SHEATHING: 5/8' COX D �6tocc ALONG ALL I INTERMEDIATE SUPPORTS (FIELD) (F.N.),CATION INDEX 24/16) NAILED WITH 8d CBLOCK ALL SEAMS, SEE TYP.DETAOMMONS SPACED 0 Coc ALONG A� BOUNDARIES (B.N.), THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. Atlantic) Consulting & Engineering as LLG 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fax) EMAIL: INFO@ATLANTIC—ENG.COM (4) 16d EA. END. T, INSTALL @ EVERY COLLAR TIE ,(4) 16d EA. END. +B NUMBER: • ��IIIIII111111 !`I 081417 SUBMITTED FOR: , INSrECTIONrim BACKS EMS{ 1 . ,1 1 to { 0' :{ 1 , C' P' ii i DRAW C CHECKED i I SHEET TITLE: RETROFIT AOOF FRAMING PLAN SCALE: AS NOTED 1 I SHEET NUMBER: --- I I I= 8" CMU SHAFT WALLS TOC EL: r-01 = C) �3 LLJ F101 Uj TOC EL: CAR RAILS PER LADDER PER rl ml warn TYPICAL CONCRETE ELEVATOR PIT PLAN SCALE: 1/2"4-0" 8 CAR RAILS PER ELEV. MFR. LLj = mi M 1 LLj RIM 6'-4" VERIFYWITHARCHITECT & ELEV. 2" CLR --1— #4 @ 12 EW, EF 8" MIN JJ L J-fu K TYP. -5'-0" 11-� --'� [�4 f— -- 'Z/ I ' — = C-5 + BOF EL: -6'-6" #5 @ 12, EW, T&B BOC EL: SUMP -(3) #3 LT, EW 23J23 --%MP PIT PER ARCH DWGS 28 L 2'-D'x 2'-D"x 2'-0- SCALE: 1/2"4-0" BRNG WALL PER PLAN — SLAB THKNS & REINF. PER PLAN OR AS OCCURS TOC/FF SEE PLAN MIN (3) #5 CONT. LINO ON PLANS BOF 44', U NO. ON PLOLI #5 0 32 SCALE: 1/2"44' -- - y - 1/2"0 x 10" LONG A307 ANCHOR BOLTS; C2, C.I.P. OR DRILLED & EPDXIED (HIT HY-200) uj m ME /r-2-2X P.T. PLATE (OR LGMF TRACK) 00 :z j,I -1/2" EXPANSION JOINT (ELASTOMERIC SEALANT) f d 17: F, I T77 2'-0" UNDISTURBED SOIL OR INORGANIC U.N.C. ON PLANS SOIL COMPACTED TO 95% OPTIMUM DRY DENSITY 1-443/8 - VERIFY L443/16 CUP ANGLE, W/ (2) 1/2*0 EXP BOLTS LENGTH w/ ELEVATOR MFR. OR SLAB REINIF PER PLANS, NGT-� EQUAL SHOWN FOR CLARITY 1-MIN (3)14 CORD, MO. ON PLAN TOO SEE -PLAN 7 It 3/4"0 x 8" GALV. ANCHOR BOLTS 0 1'-0"; MIN 5" EMBED la2 9p TYP, UNO ON PLANS NOTE: SEE ARCH DWGS FOR STAIR DETAILS VOLCLAY - RX TYP ICAL STAIR CONNECTION TO CONCRETE CONT. WATERSTOP SCALE: 112"=V-0"" 2" CUR mm THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. Atlantic Consulting & Engineering LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fax) EMAIL: INFO@ATLANTIC—ENG.COM 0 JOB NUMBER: 17-3098 DATE: 081417 0 1 INSPECTI INSPECTION # 2: PROBES (N) BACKS + ARCH EDITS WINN I ISSUED FOR BID DRAWN BY: CHECKED BY: DMP JEQ SHEET TITLE: RETROFIT FOUNDATION DETAILS SCALE: AS NOTED SHEET NUMBER: S-300 AIR —HOLE FOR GROUT SAME SIZE AS ANCHOR BOLT HOLE, UNO. COLUMN PER PLANS (4) 3/4'O A307 ANCHOR BOLTS, UNO ON SCHED. OL T.O. FTC �-FSEE PLAN IN111J.19, 1111111A MI. , 1.5C18 MR. DECK TOTAL DECK THKNS, A r n A r_1 k I-ri r-% r- ^ i / / -7 A / n 1) NEW STAIR SECTION SCALE: 112"=1 - 0 D+6" TYP., UNO 1111 DISTANCE: V/2" FOR X"O BOLTS 2" FOR 1 "0 BOLTS, MEANS OF LEVELING & ELEVATION CS (TYP. UNO) CONTROL SHALL BE PROVIDED LIA COORDINATED BY THE CONTRACTOR ui D YP.,UNO 1 /4HEAVY DUTY WASHER D W/ STANDARD SIZED HOLE - TYPICAL REFER TO BASE PLATE c J SCHEDULE FOR ANCHOR BOLTS & BASE PLATE Cn COLUMN BEARING EL - REFER TO SECTIONS cr: 1< cz) m > C-3 NON -SHRINK GROUT PROVIDE OVERSIZED CD HOLE IN BASEPLATE BOLT LEVELING NOTES: 1. SEE BASE PLATE SCHEDULE FOR BASE PLATE SIZE, BOLT SIZE AND QUANTITY. 2. INCREASE LENGTH OF ANCHOR BOLTS BY PIER LENGTH WHEN REQ'D. 3. EXTEND ANCHOR BOLTS AS REQ'D TO PROVIDES' CLEAR FROM BOTTOM OF FOOTING/FOUNDATION. 4. USE 4"0 A307 ANCHOR BOLTS AS NEEDED FOR REACTIONS INDICATED ON PLANS. ,STEEL COLUMN BASE PLATE DETAIL LEVELING PLATE TS/PIPE COL SEE PLANS TYP. COND. TS/PIPE COL SEE PLANS UK— I Tr COL. Y2" THICK PL. w/(4p/8"O A325 BOLTS, WIDTH OF PL. EQUAL TO, LARGEROF THE WIDTH OF TS/PIPE + I- OR Bf OF BM.—TYP 1110111P " - �:i Pill All ffff re ML TYP. h8" PLATE THRU SLOT IN COL. WT5x15 w/ 5" COL WT6x15 w/ 6" COL WT6x2O w/ 8" COL WT6x29 w/ 10" COL 5" .ELAN VIEW Y4"x2' A325—N BOLTS 0 Yoc, TYP. UNO. 3/1 TV. 1 - RET. T&B -*4ft, NOTES: 1. IN THE CASE OF A CORNER (2 BEAM) CONDITION, ORIENT THRU PLATE TO SUPPORT DEEPER BEAM. 2. PROVIDE ADDTNL BOLTS AS REQ'D WHERE REACTIONS ARE GIVEN ON PLANS, ELLY •or-rowl (N) W8, W10 2 W12, W14 3 W16, W18 4 W21 5 W24 6 BEAM TO COLUMN CONNECTION TYPICAL DETAIL 3 � SCALE: NTS THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRI17EN CONSENT OF THE ENGINEER. Atlantic Consulting & T1 ngineering Iw' ILI LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fox) EMAIL: INFO@ATLANTIC—ENG.COM �4 JOB NUMBER: 17-3098 DATE: 081417 10-m-av,111121m ��imm [INSPECTION # 2: PROBES (N) BACKS + ARCH EDITS ISSUED FOR BID DRAWN BY: CHECKED BY: DMP JEQ I I SHEET TITLE: 11 RETROFIT STRUCTURAL DETAILS SCALE: AS NOTED SHEET NUMBER: 301 EXTERIOR STAIR ON GRADE - LONGITUDINAL SECTION SCALE: 1,/2"=1'-Q" CAST ALUM. INTERNAL TRUCK ASSEMBLY - - - -STAINLESS STEEL THK SLAB ON GRADE AIRCRAFT CABLE HALYARD 6x6/W1.4xW1.4 WWF 9 M" Cvo ,_ PROVIDE SLEEVE FOR RAIL SCALE: 1/2"44" I e 3" I d 4 4 _ 6 n nA. �v v FLAGPOLE SECTION SCALE: 1/2"=1'-0" 3' 6" CHROME PLATED BRONZE SNAP HOOKS W/ NEOPRENE COVER (2 ) REQ'D BEAD ROLLER SLING W/ PLASTIC COVERED COUNTERWEIGHT TAPERED 6063 T-6 .188 IN. ALUMINUM TUBE SPUN ALUMINUM COLLAR SET IN FLEXIBLE SEALANT HARDWOOD WEDGES/SHIMS & WATERPROOF COMPOUND 12" 0 x 50" LONG, 16 GA. GALV. CORRUGATED STEEL SLEEVE DRY TAMPED SAND PER FLAGPOLE INSTALLER 3000PSI (5-7% AIR ENTRAIN) CONCRETE PEDESTAL --3/16" THK x 10"0 STEEL PLATE - WELD TO SLEEVE 3/4"- STEEL LIGHTNING SPIKE 3" THIS DRAWING IS THE PROPERTY OF THE ENGINEER. IT HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. 1-1.r � MaAtlantic Consulting & Engineering LLC 525 John Street Bridgeport, Connecticut 06604-3926 (203) 336-4422 (203) 336-1769 (Fax) EMAIL: INFO@ATLANTIC-ENG.COM W O W � W Q � JOB NUMBER: !9: iiwnAiwnnnmii�� 081417 INSPECTION 1: INITIAL �� 4 • ��t II!'!gg* IIIIII ISSUED F1f�► BID 1 t DRAWN D ' : DMP rQ SHEET TITLE: SCALE: AS NOTED SHEET NUMBER: S-400 PULL BOX WITH CIRC EM1-40 EM1-42 — P-1 @ —40 TO PULLBOX 1-1/2" PVC (2) #10, #12 GND THWN CU ( ) P-1 12' / EM1-4 FUTURE LECTRIC CAR CHARG G STATION TO PULLBOX 1-1/2- PVC (2) #10, #12 GND / THWN CU TE1 42 ELECTRIC CHARGING STATION (2) CKTS (6) #4, #10 GND THWN—CU 1-1/2* PVC 1-1/2-PVC WITH DRAGLINE CAR CHARGER B-1 @ T-4- EM 1-4( fie@ X-4- 1 /2" 3" PVC WITH CAR CHARGING CIRCUITRY AND DRAG LINE --- 0 LL B� WITH CIF EM1-40 EM1-42 EXISTIWG TRANSFORMER PROTECT ALL EXISTING O CONDUITS TO AND FIELD INSTALLED RAINTITE 0 FROM TRANSFORMER WHILE —IN —USE All RECEPTACLE r-t OGF/WP @ 12' EM1 40 AR5,II G EM1-40 UNSWITCHED LOT RECEPTACLE -1 12' (lYP) a /h\° c�FIW�/\\ ANP 1-1/2* PVC WITH / (4) #10, #12 GND THWN—CU 4 ULL E —40 BOX Pit @ 12' PULL BOX WITH CIRCUITS EM 1-40 EM 1-42 M-31 EM1-40 EM1-4 1-1 /2" PVC WITH M-29 GF P TH #10, 1 CU #12 GND M-3 FLAG M FLAG POLE 13G @ 3'-4" LIGHTS —40 {SEEM 1-42 L29 1 /2" PVC WITH { ) �4 —'fit �EM 1-42 NN 12, #12 GND )® 0 1-1 "PVC WITH EM 1-42 p (2) #12 GND -1 @ 13'-4" P-1 1 '-4° EM1 -1,. -4° THWN— U M 29 M 1 1-1 /2" PVC CONDUIT29 WITH (2) #10, #12 GND 04/] L c 5' MINIMUM 22 KW PAD7(2t- FROM BUILDING GENERATOR ENERATOR 2,#8 GND THWN CU VC (10)#10,#12 GND CU 2" PVC (6)#14 START/STOj raSITE UTILITY Lj-,N- PI ANORTR WORK ITEMS '1 EC SHALL PROVIDE SITE LIGHTING ELECTRICAL PULL BOXES QUAZITE WITH TIER 15 COVER. 18"Wx18"Lx18" DEEP MINIMUM. PROVIDE WITH COVER LABELED "SITE ELECTRICAL". <gi EC SHALL PROVIDE ALL SIZE LIGHTING INCLUDING FIXTURES, POLES, CIRCUITRY, EXCAVATION AND BACKFILL, SEE FIXTURE SCHEDULE. Q EC SHALL PROVIDE CONDUIT FOR FUTURE CAR CHARGER AND FACILITIES FOR FUTURE CAR CHARGER. EC SHALL PROVIDE (3) SEPARATE ASTRONOMIC TIMER FOR SITE LIGHTING TIMER 1 — POLES/ BOLLARDS/LANDSCAPE TIMER 2 — BUILDING EXTERIOR LIGHTS. TIMER 3 — FLAG POLE LIGHT. EACH TIMER SHALL HAVE SEPARATE MANUAL AND AUTOMATIC CONTROLS, TIMES SHALL BE PROGRAMMED PER OWNER. ARCHITECT. 4, 1-1/2- PVC CONDUIT WITH (2) #10, #12 GND P-1 @ 12' EM1-42 4 0 2 LIGHT POLE ELEVATION -PULL BOX Wf H CIRCUITS —10 SCALE: 1 /2" = 1'—On EM1-40 EM1-42 M-29 ° 1 q. L 21" DIA. 4 2 POLE MTD FULL CUT-OFF LUMINAIRE PEDESTAL BACKFILL TO GRADE. RESTORE SURFACE. EXISTING GRADE ,. ,. PLAN SYMBOL O 0 PROVIDE CHARGE POINT UNEXCAVATED COMPACTED AND #CT4021—EW3 BOLLARD DUAL SCREENED BACKFILL CHARGING STATION 36" MIN REMOTE SENSING TAPE 2" MINIMUM POURED CONCRETE COVER IN 1 TRAFFIC AREAS 1. SEE ONE LINE AND 6" SAND BACKFILL PANEL SCHEDULES UNDER CONDUITS FOR SIZE & QUANTITIY PVC CONDUIT WITH 2. PROVIDE ONE SPARE EMPTY METAL ELBOWS CONDUIT FOR EACH RUN, IN ADDITION TO CIRCUITRY 12" MINIMUM HORIZONTAL REQUIRED OR INDICATED SEPARATION BETWEEN ELSEWHERE. POWER AND SIGNAL ,t CONDUIT TRENCH DETAIL U-10 NOT TO SCALE �f `; sMg. SEE ARCHITECTURAL PLANS FOR MOUNTING REQUIREMENTS Z° s ASPHALT PAVING, CONCRETE CURB AND WALK OR GRASS BY G.C. r— EXISTING GRADE 24" (PAVED) 18" (NON —PAVED) 2" POURED CONCRETE COVER UNDER ROADWAYS OR WHERE ROCK PREVENTS 18" DEPTH EXCAVATION SITE FEEDER CONDUIT 11 NOT e SCALE COMPACTED AND SCREENED BACK FILL REMOTE SENSING TAPE PVC SCHEO 80 CONDUIT h 6" ABOVE 4 GRADE MINIMUM 1 q" BELOW 8'—CU GRADE MINIMUM GROUND ROD d a 4 ° 14 REINFORCED CONCRETE BASE CAST —IN —PLACE 9j- PVC TO PULL BOX WITH CIRCUITRY r\ CAFE CHARGING POST DETAIL. 6U-1001 NOT TO SCALE CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 TEL: (914) 967-9505 FAX: (914) 967-231 e—mail: info®tietjenpe.com www.tietjenpe.com A R C H I T E C T U R E� P C . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION UREVISIONS SITE UTILITY SITE UTILITY PLAN PR! NO.: MCI 4 SL a.AWN r 6 CHECKED B DATE:PJ i I ,- � I I I -1,I I x � H i 1 I i I I � i I i 111�� 11 , I i ,�j Q. 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I I % I I 11'Y � / / \,,_AND� UTILITY POLE - 18 ,,,, Y l' `�j, \_ m, Ifi, t [!X// / / / / / / / I / / // " \ I "I /// , / ! � / , / / kf;i 1/ii/ I / / ", / , "l / " / / / / i:1;;/// /,� , / , / i/ 1 / ,� / / I- � if!l i /� I , ,4; I , I / ( / /� , I I- ! — — — — — — � - - -, r 7 ,� / ,- 7 )��771 11 _, "I \ Y '//'�, I , \ I , A eSEcciRrry NEW qqqoIJi`ER \ / I / Ill 11 "I / P�OPERTY,LINE PIc I I / I __1, I/ I � t,----, -7 \ \ I "?, I 11 I � , / I . I i I, / ,d S , ) � I �/, p ,,, '! I 1 41 , I I I " f, �/ / i/ i I/ I �,,� 11 1, f,l � \ i\ ; 0, ", t / j // , I 1 i I 1 7 ,// t I t / / r I I / i !t\ i , 1 � \ , r � I I \ � � ; i / I , � 1 i j I i I \ � , 1�,i \ \ " � I I \ 1. ,I, ; 1) ) \ - ---,,-/ , � \ �11, . � / / . i I l \1 (I'- ) i i , e) , I i II \ � \ I / /I // ~_ -1-11 I // i � I ! � ! 1. / PROPERTY I i / i1/ 1 \�I i t I I I i I � I i� 1. E> // , v / / �_ " I i C I / I1/ , / / 11 � 1- Tit (04 �- i I ! . cy i . � t _, oill _9 ";il IF.1 o t, � i I , I , , ` ,� "-4 114 , , , , , , k 1 a �, tk \ �, ') ;� . �, � 11 I . �\ � ,1,q � \ il it A / 4! � I I a & ,I 1 1 i I , � II +i_+_ I - , 1 I; I \ , Ix 1 1 , , I ZrI n , \ I 1, P I ! -f !! I "' -- 'r% ,1 , , I1 \, ,\\ d� . tt t; IT 1 / I r , ., I �1'1 / I � -, , 1� J I � b, , , '. _ . ,_4,,!_ J_>-, 1! jI I I 7 II I LA� , h I �k - --- I 11 1 Ili I -_ I "' )i i , '' I J/ " I , z i�ll ,/ � Ili, v ) , , - .1 \,--l�_11 --l-, - ...... -, �-; `�.,_ � ",I � 11 - I I -1.1.1- __ r., 'i -r,-,, _�, - '1 -11111-11-1/ I / � -"'- , I / -11 1 -'I- el, \1 - " .�___ _� ... - ,� / i z\11.�_" -- __/ � e, �, ��1� _` _/ ,�-- �1; -1 '�'. z . � I ` , - 11 1'�, � 11 �, --I I __ __ , , 'I.-, � _ _________,��// \�\, _� ,� _ � T - / us j � ,_ \ 1, �-,,,� It ,� " ill , L__ , -- il 1 1 ----I,---- , , , /I 14 - , _,_ _/__ - - " " tz I 1I/ - _i' 1 \11 I , �\ \\ ELECTRICAL NOTES \tI \I — EC SHALL PROVIDE ALL WORK, MATERIALS, COORDINATION AND 1. WORK PERFORMED SHALL BE UNDERTAKEN WITH PRECAUTION BEING TRIC PLAN FILING FOR A COMPLETE ELECTRIC SERVICE INSTALLATION INCLUDING BUT NOT LIMITED TO; MAINTAINED TO ENSURE SAFETY OF PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK PROCEDURE. - TRENCHING/BACKFILL - CONCRETE COVER WHERE INDICATED 2. WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATION OF CONDUIT RUNS ��_ I SCALE: 1 " = 60'-0" - CONDUITS SHALL BE DETERMINED IN FIELD. LOCATE NEW CONDUIT RUNS TO CLEAR - PULLBOXES EXISTING AND NEW PIPING, DUCTWORK, ACCESS DOORS AND OTHER - CONCRETE TRANSFORMER PAD OBSTRUCTIONS. COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE NECESSARY TO AVOID INTERFERENCE. �- */ ,,-,, /, /,�;`// _ -,, - I / , _ " _ - ,,, " / , " ",/",---"���-,�-l�,,�-/",-�'-�,�,/-/,j � � � � i; � 1 lij`,111��,, � ,-_,� -, -, , _�� " , �� � /1, �!�;J/ji` 1 jl��\ ,, ", " / __ - � - ' I "I", , , ��', �,�, / � 1 i � � � �, 4- �1-1 - "',' _� I ,j - t � % RHEAD -, , �, � " �' ,DVERHEAP � i� .. , i i 1 / j" / PRIMARY BY EC. SIGNAL BY PROVIDER. EXISTING , - METIER/DISCONNECT - NEW POLES 3. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AND INSTALL AT EACH END AND IN INTERMEDIATE PULL/JUNCTION AJUNCTION BOXES CABINETS HOUSINGS ETC —.111 '. _/1 - ,/ ,�,O�� " � " i ;, " �, I/ I /. 7- , � , ,,�_ /, ;�,, _ __ "I .- / I i !77....... ''I , / I I/ 2, - 77_�_�, j / / /, / 1, / � r i , i I _1 / � -,, -, �,,,,,,�/,; � 1,� " ,',f ; 1 � � i� k � j, 1 � i ��111111111 I I I I I � z , � � � I I � __ ,;, , ", , � "I , " I I - � 'Ir I ; i I I / I k I 1 i . ; i I (/ � " /' i i I � : � ,,, � � _,� / ,� , ; `� _. ;1 , " UTILITY POLE _�i 11_r__111 \--_,�' -- -ACCEPT DELIVERY OF TRANSFORMER. RIG TRANSFORMER INTO INDICATE ON TAGS, LEGIBLY, MINIMUM 1/4 - HIGH LETTERS, THE POINTS OF 1 "I " '� ��// / �, ii i"'11, I I 11 / / //I , // , , / , , -, 11 / , , I " i i , , , / / /' __E �, / / " ", i ! ; il , " " , , , " " . ., / , 1, , / ,-I N ,/ , , -- -1� - � I ` , I (I (Fi'r , �, I --I �, � - / , , iii�l,, 1�j: i tt,,,�\,, " i , ,// � i i f � � , � ; � I A��A-' I I � i_ � I -1 I , ici / , \ � I � i 7� , �i- , , " \ " T74 I�,i1i , I _ I --- 1, I � I I � / I PLACE. -ALL TERMINATIONS ORIGIN AND TERMINATION OF EACH CIRCUIT. INCLUDE DATE OF INSTALLATION. / / I/ �, , / / / " 1 " I I " /I I` : fNiiit ; / /_ '--' , " I 1�111' i 11 I 1. �/l .--/---- , " / / - ,� ! � �`, i � ; " �;i , ;, , f ; i � 1 , " /I; ; / "I � ; 1 �i , � , � , ! , � " ! I, 7 11 �! I , 1 E ,, � � ,� , , ,,, ,"_,,�' ,�,, - , , I � ; (" -t � '� 11 - - _, "I, �� � ,It ; i�t " I - TESTING 4. VERIFY EXACT LOCATION OF EQUIPMENT, SHOWN OR NOT SHOWN, IN FIELD /,/ / / " / ., V) , I i i ix'%19 i i �, :i / / I , 1 1�� / ,// 4�/` / � I i'�,, 1 /�, ,rj 77, ./ , i� 'i , / / -� / ) i ,�! ; � � , f I " 1 /I , � I i , i i 1 i � I// / � ! 11 ;�' - ` � � � : � it, " , I ; �- \11 ,,, ,,,,�i`f)11,/,;, / i/, : " - --'-'- ' .', i /,��' " , E - � " ,�, /0:1N i_--,,,_ 1--� ,_,� 11 I 1: ii 4�� EC SHALL TEST AND ACTIVATE NEW SERVICE, THEN SHUT MAIN PRIOR TOPER ANY WORK. // I � f i � I 4 ----- --- 11 � � �,: i ;/ , / I I , � t � � ; : : i ; � i I i;; . i ; � 11 i / ,�v / " /, � ; f , -, ; I i / i t '' / � , , . 1 0 , / / / / -_ I i I I � ,,',,I 1 I 1, 17 / / \ I i � �,ii�� j// " 1� / - IV \ /_ \_1) / " / I ' - _., f � � i I il i i ///" 1i / I/ --- � . � i i , i , f , , ! ; . 11 I I i x� f// � , r , ,�, � j, ,4_,�_� ! i i , , 11, � �! "", � I I � III I 1 EW PRIMARY SERVICE DISCONNECT AND PADLOCK. DELIVER KEY TO OWNER. 5. INSTALL CONDUCT RUNS AS CLOSE TO CEILING DECK AS POSSIBLE. PROVIDE , , 11 / _L ,A I \ �, / �v ,'X u, / /I // 1�'z V-END ; , �, I � I � , I i, ; : �, I I I r , � �- UT BY CONED <�> EC SHALL PROVIDE NEW CUSTOMER POLE AND ALL ASSOCIATED REQUIRED CONDULETS, ELBOWS, FITTINGS, OFFSETS, AND PULLBOXES. NEW OF NEW CUSTOMER \ NEW CUSTOMER / CUSTOMER OVERHEAD RUN POLE— POLE HARDWARE TO MEET THE FOLLOWING REQUIREMENTS: 1 6. CONDUITS SHALL BE PROPERLY SUPPORTED FROM CEILING DECK ABOVE. POLE EW OVERHEAD PRIMARY - 45' CLASS 2 NO CONDUIT SHALL BE SECURED TO, SUPPORTED BY OR HUNG FROM '5 os\ ALTERNATE 1TALTERNATE — PARTIAL SERVICE AND SIGNAL TO FIRST POLE BY CONED - 3 PHASE 13KV DOUBLE DEADEND CROSS ARM POLE (WOOD) - CONED DRAWING EO-16351-B REVISION 2, 1/16/14 DUCTWORK OR PIPING OR OTHER SUCH ITEMS. WORK - . NEW CUSTOMER SHEETS 1/2 AND 2/2. 7. REQUIRING SHUT -DOWN OF ELECTRIC SERVICE SHALL BE SU-1 SCALE: 1 " = 60'-O" PROPERTY LINE PERFORMED DURING PRE -SCHEDULED SHUT -DOWN AS SCHEDULED AND 100A Q EC SHALL PROVIDE ADD -ALTERNATE COST FOR 2* PVC CONDUIT APPROVED BY ARCHITECT. INCLUDE COSTS IN BID. QPANEL 2 FOR SECURITY, INCLUDE ALL ASSOCIATED COSTS, EXCAVATING, 8. NEW WORK SHALL BE COMPATIBLE WITH EXISTING SYSTEM AND EQUIPMENT. BACKFILL, PENETRATIONS. NEW PRIMARY � -'----(4) #3, #8 GND THWN Cu 9. PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. CUTOUT BY CONED 1 44- EMT.0 <5> IN LIEU OF THE WHOLE SERVICE BEING UNDERGROUND, PROVIDE AN ALTERNATE PRICE FOR PARTIAL TO BE OVERHEAD WITH 10. PROVIDE SLEEVES FOR RACEWAYS PIERCING FIRE RATED WALLS, FLOORS, NEW OVERHEAD 200APANEL NEW POLES INDICATED. ALL POLES SHALL BE PER CONED SPEC AND OTHER CONSTRUCTION OBSTACLES. PRIMARY BY CONED KP EO-16351-B REV2 1/16/14, SHEETS 1/1 AND 2/2. -_ 11. MATERIALS REMOVED BY CONTRACTOR AND NOT REQUIRED FOR INSTALLATION - NEW (4) 500 KCMIL, 1/0 GND A 41> DETECTABLE TAPE SHALL BE 5.0 MIL MINIMUM THICKNESS WITH SHALL BE REMOVED FROM PREMISES AND DISPOSED OF IN LEGAL THWN Cu, 4" EMLC "CAUTION BURIED ELECTRIC SERVICE" PRINTED ON TOP WITH MANNER, IMMEDIATELY WHEN SO DIRECTED BY ARCHITECT. GUY WIRE SUPPORTS �" I EXISTING 4) 4/0, #2 GND THWN Cu VISIBLY REFLECTIVE SERVICE. BURIED TAPE SHALL BE DETECTABLE 1 CRAWFORD BUILDING 2" EMLC BY ELECTRICAL INDUCTION SENSORS AS MANUFACTURED BY 12. CONDUCTORS IN PARALLEL SHALL BE INSTALLED IN STRICT ACCORDANCE I PRO -LINE OR EQUIVALENT. WITH APPLICABLE CODES. - ____q M MD 200A � NEW PRIMARY RISER NEW (4) 500 KCMIL, XHHW I L_ _j PANEL 1 13. PHASING OF ELECTRICAL WORK SHALL COMPLY WITH "PHASING OF THE DOWN POLE BY EC NEW CONED CU, 2/0 GND, 5* HDPE ' WORK* AS DESCRIBED BY ARCHITECT. I —NEW 400 AMP, TRANS-S METER CELLAR PAD MOUNT PLUS SPARE 5" HPDE I ZEXISTING 400 AMP TRANSFORMER I NEW (4) 500 KCMIL, 2/0 GND 120/208V, 30. 4W P W E R RISER- IN ADDITION TO INSPECTIONS AND APPROVALS REQUIRED BY 14. VI T NEW (4) 500 KCMIL, I THWN Cu 4* EMT.0 ELECTRIC SERVICE LOCAL AUTHORITIES. EC SHALL PROVIDE: 15. IF ANY DEVIATIONS/VARIATIONS ARE DISCOVERED BETWEEN FLOOR PLANS PROVIDE I � - HI -POT TESTING OF PRIMARY WITNESSED AND APPROVED AND CONNECTION DIAGRAMS, THE CONTRACTOR SHALL PROVIDE FOR THE I NEW 400 AMP FUSED SERVICE CONCRETE PAD 4- EMT (INTERIOR) I — SRATED DISCONNECT SWITCHUJ NTS BY CONED. MOST EXPENSIVE SITUATION WITH CREDIT SUBMITTED, SHOULD THE LESSER I \ I I - CONED INSPECTIONS AND APPROVALS FOR TRENCHING, POLE, AMOUNT BE REQUIRED. 1 NORTH RIDGE ) 7 STREET PROPERTY ) I I LINE L(2) NEW 5- HDPE CONDUIT NEW 8' Cu CLAD - ONE WITH PRIMARY CABLE GROUND ROD I -ONE SPARE I PROVIDE PRIMARY PULL BOXES (DB6) PROVIDE LINKSEAL I AS INDICATED AND REQUIRED AT ALL FOUNDATION PROVIDE PULL BOXES FOR SIGNAL/SECURITY SERVICE. QUAZITE BOXES PENETRATIONS WITH LABELED COVERS. TAMPER RESISTANT BOLTED ON COVERS (TYPICAL) NEW 8' Cu CLAD SEE PLAN FOR LOCATION. SECURITY CONDUIT IS ADD -ALTERNATE. GROUND <� RISER. k SU-1 NOT TO SCALE GROUND FLOOR METER WORK, AND ANYTHING ELSE REQUIRED. BACKFILL TO GRADE. -EX(STING GRADE LEGEND J RESTORE SURFACE. UNEXCAVATED I —COMPACTED AND SCREENED BACKFILL E 24* MIN TO TOP__/ — EMOTE SENSING TAPE ___ - __ EXISTING TO REMAIN OF FEEDER RUN _* --2" MINIMUM POURED CONCRETE *001_1�_� COVERNEW - / BASEMENT 1. SEE POWER RISER DIAGRAM FOR SIZE &QUANTITY. 4> I � `- Q6 FROM TRANSFORMER INTO BUILDING \-- COORDINATE. 6" SAND BACKFILL 2. ALL LABOR AND MATERIAL BY EC. UNDER CONDUITS k HDPE OR PVC CONDUIT WITH 2) 2' PVC CONDUIT FOR TEL/DATA 3. MINIMUM 12" HORIZONTAL METAL ELBOWS (AS INDICATED) 1) 2- PVC CONDUITFOR SECURITY SPACING BETWEEN SIGNAL/ - i. 46" MIN. ADD -ALTERNATE) W EMT INTERIOR) SECURITY AND POWER. Tors,11%U 1"IMIru — CABLE BY VERIZON) 3 ELECTRICAL CH DETAIL I r-% - - SU-1 SCALE: 1/4" = l'-O" vv r_ Kilm r_ K r_ 1 1 r_ 1 i r_ IN P.E. CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 TEL:(914) 967-9505 FAX: (914) 967-231 e-mor inlowl.feLienpe.com www.Tiev.jenpe.com -_ I E p c ; . . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 a mooliftv a Lei Sal I 160-1 I 010111111111 122 N RIDGE ST RYE BROOK, NY 10573 Lommommogamom � -- SITE UTILITIES '3 PHASE SITE ELECTRIC PLAN: : � — i PRO __ 1 J NO.: 21524 � 0 i I -III 1 � I i i SCALE: NoTEo I I �1_ I � I ------ -1 : 4 CHECKED BY:GG 4* L . I 1111111111M IDATE: 24-AFRL-18 I I--------- ems. w U; W 3 1, r G SINGLE PHASE &,,'L--SITE ELECTRIC PLAN REMOVAL SCALE: 1 . i 0 ELECTRICAL NOTES EC SHALL PROVIDE ALL WORK, COORDINATION AND FILING TO DISCONNECT EXISTING SINGLE PHASE ELECTRIC SERVICE INSTALLATION INCLUDING BUT NOT LIMITED TO REMOVAL OF; — CONDUITS — PULLBOXES — TRANSFORMER — ELECTRICAL CONDUCTORS — PANELS/METER/DISCONNECT — COORDINATE WITH CONED — DELIVER TRANSFORMER TO CONED REMOVE EXISTING SINGLE PHASE CUSTOMER POLES AND POWER AND SIGNAL CIRCUITRY — — — — — — — — —1 I r -,i,� X^ ,r— a� ec 'x. -' ;r - a/— f -i r R t r R � 'r x �/� of —A .,,- ,r x ,, - -al— of -1 r "�� R y r R EXISTING CRAWFORD I I Rey BUILDING R DISCONNECT FROM I R EXISTING SERVICE PANEL--,,,,,,,i r 1 � f I l r 4 I t I I R -f 4 X I I R I I R i� I f II et' J' ILR I I I I 1 I ,a POWERy II 11 t c ! SIGNAL - &,,,SINGLE PHASE POWER RISER REMOVAL T TO SCALE 1. WORK PERFORMED SHALL BE UNDERTAKEN WITH PRECAUTION BEING MAINTAINED TO ENSURE SAFETY OF PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK PROCEDURE. 2. WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED IN FIELD. LOCATE NEW CONDUIT RUNS TO CLEAR EXISTING AND NEW PIPING, DUCTWORK, ACCESS DOORS AND OTHER OBSTRUCTIONS. COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE NECESSARY TO AVOID INTERFERENCE. 3. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AND INSTALL AT EACH END AND IN INTERMEDIATE PULL/JUNCTION BOXES, CABINETS, HOUSINGS, ETC. INDICATE ON TAGS, LEGIBLY, MINIMUM 1/4" HIGH LETTERS, THE POINTS OF ORIGIN AND TERMINATION OF EACH CIRCUIT. INCLUDE DATE OF INSTALLATION. 4. VERIFY EXACT LOCATION OF EQUIPMENT, SHOWN OR NOT SHOWN, IN FIELD PRIOR TO PERFORMING ANY WORK. 5. INSTALL CONDUIT RUNS AS CLOSE TO CEILING DECK AS POSSIBLE. PROVIDE REQUIRED CONDULETS, ELBOWS, FITTINGS, OFFSETS, AND PULLBOXES. 6. CONDUITS SHALL BE PROPERLY SUPPORTED FROM CEILING DECK ABOVE. NO CONDUIT SHALL BE SECURED TO, SUPPORTED BY OR HUNG FROM DUCTWORK OR PIPING OR OTHER SUCH ITEMS. 7. WORK REQUIRING SHUT —DOWN OF ELECTRIC SERVICE SHALL BE PERFORMED DURING PRE —SCHEDULED SHUT —DOWN AS SCHEDULED AND APPROVED BY ARCHITECT. INCLUDE COSTS IN BID. 8. NEW WORK SHALL BE COMPATIBLE WITH EXISTING SYSTEM AND EQUIPMENT. 9. PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. 10. PROVIDE SLEEVES FOR RACEWAYS PIERCING FIRE RATED WALLS, FLOORS, AND OTHER CONSTRUCTION OBSTACLES. 11. MATERIALS REMOVED BY CONTRACTOR AND NOT REQUIRED FOR INSTALLATION SHALL BE REMOVED FROM PREMISES AND DISPOSED OF IN LEGAL MANNER, IMMEDIATELY WHEN SO DIRECTED BY ARCHITECT. 12. CONDUCTORS IN PARALLEL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE CODES. 13. PHASING OF ELECTRICAL WORK SHALL COMPLY WITH "PHASING OF THE WORK" AS DESCRIBED BY ARCHITECT. 14. PROVIDE BLANK COVERS ON ABANDONED OR UNUSED OUTLET BOXES. 15. IF ANY DEVIATIONS/VARIATIONS ARE DISCOVERED BETWEEN FLOOR PLANS AND CONNECTION DIAGRAMS, THE CONTRACTOR SHALL PROVIDE FOR THE MOST EXPENSIVE SITUATION WITH CREDIT SUBMITTED, SHOULD THE LESSER AMOUNT BE REQUIRED. IEGEND —� — — -a.— REMOVE EXISTING --------- EXISTING TO REMAIN E R R C H 11 E C T U R E) P C . 545.5 WESTCHESTER AVENUE RYE BROOK, , DATE ISSUE TO PR DIG •can®� �e a� NO DATE REVISIONS BY SITE UTILITIES SINGLE PHASE SITE ELECTRIC REMOVAL. PLAN ak A SU 2 j ia Pill ! ! T BACKFIL.L TO GRADE. RESTORE SURFACE, 3'-0" MINIMUM EXISTING GRADE UNEXCAVATED GRANULAR FILL 42" MIN. COVER > ♦" FIRE PROTECTION SERVICE 2" DOMESTIC SERVICE MIN. 6" SANDBED 24" HORIZONTAL SEPARATION BETWEEN DOMESTIC AND FIRE PROTECTION SERVICE awv NOT • SCALE STRAINER 2" RPZ BACKFLOW PREVENTER TO BE WILKINS MODEL 975XL2 (LEAD FREE) EXSITING 14" DOMESTIC :. REMOVE EXISTING RPZ rFIRST FL EXISTING \�� 1Y4" DOMESTIC SERVICE 4" CAPPED FOR C-lIVI FUTURE CONNECTION SIZE SIZE LENGTH OF OF OF SERVICE METER METER 17 DOUBLE LID (LOCKING) 16" DEPTH NO HOLE IN LID t-20" � GROUND SUFACE WABASH DOUBLE LIO COVER 1 Ba No (FORD METER BOX CO.) 1 36" HIGH DENSITY POLY PROPYLENE (HOPE) PIPE N ER ANGLE LOCK STOP VALVE 4 (FULL PORT VALVE) COMPACT EARTH TO HERE ONLY F' O 2 [2?' 2?' COPPER TUBING FROM STREET MAIN TO CONSUMER (INLET) (OUTLET) NOTES: BRICK RING 1", THE LOCATION OF BOX SHOULD BE FAR ENOUGH FROM CURB TO PROVIDE SUFFICIENT EARTH PROTECTION. 2. PIT SHALL CONSIST OF DURABLE PVC WITH A DIAMETER OF NO LESS THAN 39"_ PIT SHALL HAVE HORIZONTAL SUPPORT APPROXIMATELY MID POINT OF PIT. PIT SHALL BE PLACED ON A SOLID COMPACTED BASE FOR NON TRAFFIC AREAS, AND ON BRICK OR CONCRETE BASE FOR ALL TRAFFIC AREA INSTALLATIONS. 3. DIAMETER OF THE PLASTIC PIPE MUST BE 36" TO FIT METER BOX COVER AND TO PROVIDE SUFFICIENT AREA OF EARTH FLOOR TO INSULATE THE BOX FROM FREEZING TEMPERATURES. 4. LENGTH OF THE 36" PIPE MUST NOT BE LESS THAN 2 FEET TO PROVIDE SUFFICIENT DEPTH BELOW FROST LEVEL. 5. PIPING IN PIT SHALL CONSIST OF COPPER TUBING AND SHALL, BE CONNECTED TO SERVICE LINE VIA FLARED OR COMPRESSION CONNECTION (MUST CHECK LOCAL PLUMBING CODES FOR FINAL TYPE OF CONNECTION). IN ADDITION A COPPER BRACE BAR MUST BE INSTALLED BETWEEN BOTTOM CONNECTIONS, METER VALVES SMALL BE OF THE LOCKING ANGLE TYPE ON BOTH INLET AND OUTLET SIDES OF THE METER. S. JOINTS BETWEEN THE COVER. AND THE 36" PIPE MUST BE THOROUGHLY SEALED WITH CEMENT TO PREVENT THE ESCAPE OF WARM AIR AND THE ADMITTANCE OF SURFACE WATER. 7. PIT LID SHALL BE CAST IRON, LOCKING LID, WITH, INNER LID AND SHALT. NOT" BE LESS THAN IG" TALL. IN ADDITION LIDIOPENING SHALL HAVE A DIAMETER OF NO LESS THAN 2(r. S. TOP OF METER PIT'SHALL BE TO FINISHED GRADE AND METER DEPTH SHALL NOT BE MORE THAN 1 Z" DEEP FROM FINISHED GRADE. ANY METER PIT NOT ADHERING TO THIS CRITERIA WILL REQUIRE THE PIT TO BE REINSTALLED PRIOR TO METER INSTALLATION ANDIOR SERVICE ACTIVATION AT THE EXPENSE OF T HE CONTRACTORIDEVELOPER. UNDER NO CIRCUMSTANCES WILL EXTENSION OF EITHER THE PIT BARREL OR PIT LID TO MEET FINISHED GRADE BE ALLOWED, 9. BELL OF THE 36" PIPE MUST BE PLACED AT THE BOTTOM AS SHOWN AND SHOULD REST ON A BRICK FOUNDATION RING. NEITHER THE. 36" PIPE NOR THE FOUNDATION RING SHOULD REST ON THE INLET OR OUTLET PIPES. 10. TOP OF METER MUST BE 12'' BELOWTHE GROUND SURFACE AND LIFTER MUST BE SET IN THE CENTEii OF THE 36" PIPE " TO PREVENT METER AND PIPING FROM COMING TOO CLOSE TO COLD SURFACES. 11. GROUND SURFACE ADJACENT TO THE TOP OF TIME METER BC IX SHOULD BE LEVELED OFF FOR A SUFFICIENT DISTANCE TO PROVIDE ADEQUATE CUSHIONING AND FROST PROTECTION. 12.. THE METER PIT, LID, PIPING AND VALVES ARE THE PROPERTY OF THE I USTOMERIDEVELOPER, IT SHALL BE THE: RESPONSIBILITY .OFTHE CUSTOMEWDEVELOPER TO MAINTAIN, REPAIR THE METER PIT, PIPING AND VALVES. IN ADDITION THE METER PIT SHALL BE KEPT ACCESSIBLE AT ALL TIMES IN ORDER TO FACILITATE READING AND REPAIRS. OF THE METER BY SUEZ WATER. STANDARD METER INSTALLATION suee. OUTSIDE OF BUILDINGFOR DOMESTIC SUEZ WATER WfMCHESTE R INC. SERVICES 1-11211 THROUGH 2" 2525 FAL VIER AV E NEW ROCREL.L E, NY 10801 f9Ia; 3t s9tT1 SCALE: NTS DATE: fl1-�1-17 5 METER PIT DETAIL SU--j NOT TO SCALE MAIN DOMESTIC CONCRETE THRUST SHUT OFF VALVE CAST IN PLACE SEAL 42" MINIMUM COVER GRADE NEW 2" DOMESTIC SERVICE NEW 4" FIRE PROTECTION SERVICE MINIMUM COVER) FLOW -�-- -MAIN FIRE PROTECTION OS&Y VALVE TO BE WILKINS MODEL 48 4" DCDA BACKFLOW" PREVENTER TO BE WILKINS MODEL 350ADA WATER SERVICE DIAGRAM S U -3 i NOT TO SCALE l UNDERGROUND WATER PIPE i milm9mmmummao NOT TO SCALE a on 2. 6" M PIT . I ' `,ACCORDANCE WITH - SUEZ STANDARDS NEW, 2 DOMESTIC SERVICE (42" MINIMUM COVER) - > WIN 4" FIRE.__ ,,,PROTECTION SERVICE + 4'2" MINIMUM COVER}'? r 1 -'� WATER SERVICE PLAN SU-3 SCALE: 1" = 40'-0" DOMESTIC WATER UNDERGROUND, TYPE K SOFT TEMPER COPPER TUBING WITH COMPRESSION FITTINGS DOMESTIC WATER ABOVEGROUND, TYPE L HARD TEMPER, COPPER. NFP LISTED FOR DOMESTIC WATER SERVICE FIRE PROTECTION UNDERGROUND, CLASS 54 CEMENT LINED DUCTILE IRON WITH MECHANICAL JOINTS FIRE PROTECTION ABOVEGROUND, SCHEDULE 40 BLACK STEEL WITH VICTAUUC FITTINGS 1_ r A R C H I T E C T U R E) P C . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD IVIANSION� RENOVATION/ALTERATION 11 122 N RIDGE ST RYE BROOK, NY 10573 ♦ - 7 IF SERVICE PLAN m f NOTED r DRAWN BY: 5Z 1�=x!CHECKED BY-C-413 X-H&CW DNis Room A 11 2"V 2-W DN & DN yo Vk"V UP r It 4 1 1 'IC+r DN 41W Fn__1 I COS I T— — (A D rHY 7� FIRST FLOOR PLAN NORT \P I �OO - SCALE: 3/16" = 1'-0" I UP------ Im mom" 2V & X"H&CW DN -�-JANITOR'' flop I I FUACEr 1AY _7 - WC ]l WC WC I �_Zhov UP 2-V Mt� 1X ocw DN ELEV Eolz -T- Loay- PYISTING 0 0---EXISTING x UP--� ,-, I 6� I GAS SERVICE H8 4"FD Is \-D(ISTING GAS SHUT-OFF VALVES, REGULATOR & METER hn - T _uf' H&CW 1)� 21 R UP-, 2X'VJ 113 0;//-PC TO INST) LL, GAS VALVE I �R FD BY KEG @ 0 o 7 rY s HUT -OFF VALVE -Y4"CW DN SEE -10 Dpco I FF T- I 1 -1 B-2 i I I I � � r�,' : , , I B -h (210 BH EACH - X \1 a I __j 77d 11�? I I ;i =� 4"W Up 2V UP 'T GAS TT�l %;�GAS I- -F )j-v M (642 MBH) C00% ::-,:(4 BH)jT'"j NN-4)N UP i I I I "NOTE -z-y OCW & UNEXCAVATED X X2*HW DN SEE ARCHITECTURAL FOR CELLAR 7f� PERIMETER DRAIN PIPING LOCATION -Y4"CW DN - — - — - — - — — - — -- - - — - — - — - *CW DN___/ IF G -Y4H A B C Q 1 CELLAR FLOOR PLAN NORTH k e- 100 SCALE: 3/16" = 1'-0" - 11Y40 GAS (222 MBH) EXISTING 4* SANn SEWAGE EJECTOR ___PACWE_ SYSTEM SEE 3-10 \ -Y4-CW DN a 0 a#14101 0 CONSULTING ENGINEER 68 PURCHASE STREET RY E, (j N.Y. 10580 TEL:(914) 967-9505 FA 14) 967-231 e-mail: infoCtietjenpe.com www.tietjenpe.com 1:1 A R C H I T E C T U R E p c I 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION: RENOVA-nON/ALTERATION : 122 N RIDGE ST L `YE BROOK, NY 10573 8 UNIMMENWA= A PLUMBING CELLAR AND FIRST FLOOR PLANS PROJ NO.: 2152 4 SCALE: t4oTr=o DRAWN BY: 6Z ICHECKED BY:GG P-100 'E' FIRST FLOOR EXISTING GAS SHUT-OFF VALVES, PC TO INSTALL SOLENOID REGULATOR &METER GAS VALVE PROVIDED BAME BY KEC "-SHUT-OFF VALVE 1Y4"G L2"G (222 MBH) 1"G 1"G " (642 MBH) (210 MBH) (210 MBH) (4 G 20 D_-2 1 MBH) PAVILION HEATING HOT WATER SUPPLY AND RETURN PIPING BY H.C. TEMPERATURE/ PRESSURE RELIEF VALVE--� 1Y4" GAS TO GENERATOR AIR VENT (310 CFH) W/ PETCOCK SHUT OFF VALVES TEE W/ PLUG -- 3/4" 1 EXTROL THERMAL ABSORPTION TANK MODEL AST-30 9M 1 "HW (14(rF) TO 3-COMPARTMENT SINK & 2-DISHWATERS RECIRCULATING HOT WATER RECIRCULATING PUMP 3 4" 2" PUMP DISCHARGE _AQUAST-A9T-S _ 2" COLD WATER 1 i L 1 1/2" HOT WATER SHUT-OFF _ _ --S VALVE -- SEVEN-DAY CHECK VALVE --- DIGITAL V TIME CLOCK UNION TO PERMIT ACCESS -' - - - HOSE BIB DRAIN ACCESS COVER - 1 � t III �-THERMOSTATIC MIXING VALVE SYMMONS TEMP CONTROL MODEL 5-200 PAD 3/4" INLETS, 3/4" OUTLET INDIRECT WATER HEATER TRIANGLE TUBE, SMART-60 60 GALLON, 365 GALLONS PER HOUR 4 WATER HEATER DETAIL P-1 Q' NOT TO SCALE SECOND ► r +/ m "A 1 j- 2" VENT I I I I I WALL MOUNTED CONTROL PANEL WITH MOTOR STARTERS, DISCONNECTS, ALTERNATOR, AUDIO ALARM, ALARM SILIENCE SWITCH, CONTACTS FOR REMOTE ALARM, MOUNTED IN A NEMA 4X FIBERGLASS ENCLOSURE. 24" x 36" FIBERGLASS BASIN PUMP FLOAT 3 SEWAGE EJECTOR PACKAGE SYST E M P-1 Q 11 NOT TO SCALE E T NOTE STORM TO DISCHARGE OUTDOORS TO DRYWELL, APPROXIMATELY 20' AWAY SUMP 24"x24"x24" PIT WITH METAL GRATE CHECK VALVE FITS mAll, NOT • (STORM SCALE E R R C H I T E C T U R El P C . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 MANSION, REN OVATION /ALTER ATI ON BROOK, RYE ! = b-aglow PLUMBING SECOND #i' PLAN i I, 'SCALE:• r 'DRAWN BY: 5Z f;I HECKE vurr- I, " " l P-1 01 r-------- I WHI SECOND FLOOR JANITOR'S f2w 1Xi FAUCET ClXw fly4" X*14" W N4 a 0 JANITOR'S POT 10 -2* -0 JVE FAUCET FILLER �All lly4w I-14w N4-HjB J.AY lAv- %*HB %"HB %"HB %*H8 Y4nHB 9K X-1 lAv- IAY DW a-ggbdE 5K OW rx U51 1 1 1 1 1 IZ I 0 10 F4 H t - 1� 00 FFOUNTAIN 0 WC mc ——it1� I I I IMwC W 1T1 FL.-1 x 1.... .. .. .. ..... ... . N4 - )41 % FIRST FLOOR n iyA"MiyA"Miyl mS IBASEMANT JANITOR'S FAUCET r2" r2- Ll - t;4. 12 `\ DOMESTIC WATER RISER DIAGRAM -1021—NOT TO SCALE T —/— L JJV4 w Lly4m L;y4* PR L-VTR Lw j L ROO�—�ft4 INCR Z�fix4 IIN�CWR ATTIC --- — — — — — — — — — — — - — — — — — — — — -- T— — — 60V rlry r2-V �lyvv 11ry r2-V SOLIDS INTERCEPTOR lAy lAy Wc SECOND FLOOR 21L 3*FDP I 3"FD 3- r4J4 Jllco 00 ico co 0 L4- L4- 0 -T —T lco col L2-V hev hry rlyv Fl)k-v r2-V IX-V I 1 1 —4" —4" JAY, LAY., T--T VIC FOUNT/UNwrl WC WC m 3.FD DPCO2 1T3 '-3- T3- 27*2* 20 �� FIRST FLOOR 17 —1 P3FD 4 T2-V C4-� _.3n 4 colcal Ica coil I BASEMANT NOT TO SCALE 2*PD TO 1 ST FLOOR MOP SINK IN JC. 4" Kol L2" -lX* L;y4w INDIRECT WATER HEA SEE-10 I2�jc4 wm�,Av—� �[- SCHEDULE OF MINIMUM FIXTURE CONNECTIONS FIXTURE DESIGNATION WASTE VENT H.W 1100 H.w 14U C.w WATER CLOSET 4 W.C. 4' 2w - 1 1/4" LAVATORY LAY. 1 1/2- 1 1/2- 1/2- 1/2" URINAL 4p UR. 2" 1 1/2- - 10 SINK SK. 2" 1 1/2- 1/2- 1/2w MOP SINK M.S. Y 1 1/2- 3/4- 3/4w WATER COOLER E.W.C. 1 1/2- 1 1/2- /2- CLOTHES � CL,W. SEE IC7 DISHWASHER 415' 1 D.W. SEE e 3/ NOTE: EACH HOT & COLD WATER SUPPLY TO EACH FIXTURE SHALL BE INDIVIDUALLY VALVED. TANK TYPE TO BE ELECTRIC WATER COOLER PROVIDE WITH SHOCK ARRESTORS PLUMBING LEGEND SYMBOL I DESCRIPTION ABOVE GROUND SOIL AND/OR WASTE PIPING UNDERGROUND SOIL AND/OR WASTE PIPING ------- UNDERGROUND SANITARY PIPING (EXISTING) — — — — VENT PIPING EXISTING VENT PIPING COLD WATER PIPING HOT WATER PIPING (1117) HOT WATER PIPING (140-) HOT WATER RECIRCULATING PIPING (H.W.R.) EXISTING HOT WATER PIPING EXISTING HOT WATER RETURN PIPING SHUT-OFF VALVE GLOBE VALVE CHECK VALVE CLEANOUT (C.O.) DECK PLATE CLEANOUT (D.P.C.O.) -----4ji-, UNION SHOCK ARRESTOR HANDICAPPED FACILITY is NEW CONNECTION TO EXISTING FACILITY ABBREVIATIONS SYMBOL DESCRIPTION AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE CLG CEILING CID CLEAN OUT CW COLD WATER DN DOWN DPCO DECK PLATE CLEAN OUT Fl) FLOOR DRAIN FS FLOOR SINK HIN HOT WATER HWR HOT WATER RECIRCULATING SA SHOCK ARRESTOR SK SINK U/G UNDERGROUND VTR VENT THROUGH ROOF Wco WALL CLEANOUT — — — — — — — — -- r — — — — — — — r2-V ilry �lry DW 3—COLAO CV GREASE DW INTERCEPTOR j7- I I 7 r- I I 2*PD TO �2-PD DRYWELL ELEVATOR SUMP L—STORM PUMP AND PIT, SUMP PUMP SEE -10 SEE 10 V- — r— L L n �h� \ 4 .3* 4-V 4 col L4- c*l L— — — — — — — — — — co* — — — — — — — — — - p 2'V 2-0 %-VA 2"Vi2PD l I I I 4*FD hepo ini DPCO DPCO 4; 4* ;!��4* SEWAGE EJECTOR rQVCMQAn KA" kA MYCIll:�:M r- - EXISTING 4* SANITARY - - - - - - - - -- s El A R C H I T I C T U R El p c I . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4ft/208 FM WD NO DATE REVISIONS BYI PLUMBING SAN I TAR Y AND DOMESTIC WATER RISER DIAGRAMS PROJ NO.: 2 1524 SCALE: NOTED DRAWN BY: SZ !CHECKED BY:GG I P 102 x 3n UP TO ATTIC jA-P&IMITS /_j TOILET F T I !7D n low -- Q Cz v A F0 ON i(oR L SEI II ,__JSTORAGE 4" DCV "-w WET ONES.�� LJ0 1 .3 AN 11A o EK Ile" 11 I- LO FO L) 101 ON 101 F] I I I - �DN 2R - — - — - — - — - — - — - — --- L _T_ ------ ---- A NORTH G FIRST FLOOR PLAN zm VP-100f SCALE: 3/16- = V-0- Q'e) EXIST RAMP ON 1:12 MAX MW ;INFER 68 PURCHASE STREET RYE, N.Y. 10580 TEL:(914) 967-9505 FAX:(914) 967-231 e-mail: info*tietjenpe.com www.tietjenpe.com A R C H I T E C T U R E p c 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 iCRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 REVISIONS p Ar' It Ar' op] FIRE PROTECTION �,CELLAR AND FIRST PLAN PROJ NO.: 21524 &JOIpp A111 DRAWN BY: SZ �CHECKED BY:GG 2411=2- FP-100 SECOND ROOR N TO SPRINKLER HEAD (7YP) -------�-------------------------- - -T--------------- --- | `` � | | | '| | | | | | ' . / | '| ' ' | ° ' �� di ' ��° | U | K ' | � | ^ U | 8 | /'K | | � | pmOoFmvr=IR 'U ' | ' ww \ m. � �_ _____- ___-�-_________PPRIGH-�-__ / M`�'� ^''" ' [ | --- --- -|-- --- --- --- -�- --- -�/ / )�� --- U-- --- --- -�- --- ---U --- ---- -�- --- --- --- -|K| | |' --- --- --- -[-' --- --- --- --- -�- --\� / � | IL �TTIC PLAN � D � n x � U | T n | | � � T � � | U � [ u x � D / � v I / . . 545~5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION N I 122 IN RIDGE ST RYE BROOK, NY 10573 SUEZ Water Westchester Inc. 2525 Palmer Avenue New Rochelle, New York 10801 Phone: 914-6 2-F900 Fax: 914-637-5333 Alex Doon Werner Tiet en Consulting engineer 68, Purchase St.. Rye, NY tO573 ale t tletjenpe. r Re 22 N. Ridge St., Rye Brook SUEZ Water Westchester Inc. performed a flow test for the above -referenced location per your request. Note The following flow test results and SMI system data are indicative of the system at the time of the test and cannot be guaranteed due to dynal"c system conditions. Test Location: N. Ridge St, Date: 6129117 Time.9:15 am Flowing Hydrant: 36-91 Discharge Rate: 1061 gpm Residual Hydrant: 36-96 Static Pressure: 11 O psi Residual Pressure: 80 psi Available Flow @ 20 psi: 1921 gpm .stain Size. 8u Please feel' free tocall me at (91 ) 637-5334 i# you have any questions.. Sincerely, Pierce Chin Planning Supervisor SUEZ dater Westchester Inc United Water is changing its brand to SUEZ k.,.,ti �� � suet SUEZ W"tchwj afrim — 2525 Ntmar Ave%law RgaWle, NY 10801-- Tat} (914) 2-tt00 -- www.mysuezwater.eom ArcGIS Web .s June 28, 2117 wPri rateHydra t wHydrantValve HydranlB,ranchUne Priv teHy rant wHydrantBrenchLine Hydrant <all other values> ACTIVATION OF FLOW SWITCHES TO SOUND BUILDING ALARM AND NOTIFY FIRE DEPARTMENT. — ACTIVATION OF TAMPER OR LOW PRESSURE SWITCH TO SOUND SUPERVISORY SIGNAL. SWITCHES MOUNTED BY FPC, WIRED BY EC. 1. ALL PIPING IN THE DRY SYSTEM MUST BE PITCHED 1/2" PER 10 FEET ON BRANCHES AND 1/4" PER 10 FEET ON MAINS, SO THAT WATER WHICH ENTERS THE SYSTEM FOR ANY REASON (TESTING, ACCIDENTAL ACTIVATION ETC.) WILL DRAIN COMPLETELY. 2. ALL DROP HEADS IN THE DRY PIPE SYSTEM SHALL BE DRY TYPE HEADS. UPRIGHT DEFLECTOR -- UPRIGHT HEAD ABOVE CEILING -BRANCH PIPE j I t •NMtoI_ r: SPRINKLER SYSTEM NOTES 1. PIPE SIZE SHOWN ARE BASED ON PIPE SCHEDULE AND ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL SIZES TO BE DETERMINED BY HYDRAULIC DESIGN. 2. FPC SHALL PROVIDE A HYDRAULIC DESIGN BASED ON LIGHT HAZARD OCCUPANCY, WITH 0.10 GPM/FT3 DENSITY TO THE MOST REMOTE 1,500 FTC. 3. ORDINARY HAZARD (GROUP 1) COVERAGE SHALL BE PROVIDED FOR MECHANICAL ROOM AND STORAGE ROOMS. 4. ALL PIPING SHALL BE INSTALLED TO PERMIT COMPLETE DRAINAGE OF THE SYSTEM. WHERE REQUIRED PROVIDE AUXILIARY DRAINS. 5. HEADS IN SPACES HAVING SUSPENDED TILE CEILING SHALL BE ALIGNED WITH TILE GRID, LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SHALL BE CENTERED IN THE TILE. 6. HEADS IN SPACES WITHOUT A CEILING SHALL BE COORDINATED WITH STRUCTURE, LIGHTING FIXTURES, OTHER PIPING AND DUCTWORK. 7. SPRINKLER PIPING LAYOUTS ARE DIAGRAMMATIC AND INTEND TO SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY. ALL OFFSET ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE COMPLETE SPRINKLER LAYOUT, FURNISH NECESSARY OFFSETS, VALVES AND FITTINGS TO AVOID CONNECTIONS WITH OTHER TRADES AND ARCHITECTURAL ELEMENTS. 8. PROVIDE HEAVY WIRE GUARDS FOR ALL UPRIGHT HEADS IN GYMNASIUM AND ANY OTHER HEADS WHERE LIABLE TO BE ACCIDENTALLY HIT IN NORMAL COURSE OF EVENTS. DETAIL •' HEADS ABOVE & BELOW CEILING NOT • SCALE 1:2,267 €, 0,03 i} a a12 km ubu"s: f Sri. HERE DeLoyme. Tntemap, incsarfw8 F oarp., c CO; LSGSMO, NPS, NRCAN. IGN, w Mi. ire Survey, V" AfoG4S Iu3cw-4'a.{...'kf*,y.•„a. r.. Vd.-rM.h»r+4:r 1.'"evie ilC 4�G'.f^fvTM...dn p.At'�Ci1Cl.]`41a1,T_Cii2«s.._.rnrs IICfSC C"CYA i-K"hn.. UNK 4" FIRE SEAL PROTECTION SERVICE A 99 PROVIDE SEISMIC BRACING FOR SUSPENDED PIPING AND EQUIPMENT AS FOLLOWS: — ALL PIPING IN BOILER ROOM OF 1-1/4" OR LARGER SIZE — PIPING IN ALL OTHER AREAS OF 2-1/2" OR LARGER SIZE PROVIDE BRACING AT SERVICE ENTRANCE IN ACCORD WITH NFPA-13 REQUIREMENTS. BRACING MAY BE OMITTED WHERE TOP OF PIPE IS WITHIN 12" OF THE BOTTOM OF THE STRUCTURAL STEEL SUPPORT AND IS INDIVIDUALLY SUPPORTED. PROVIDE BRACING AND FLEXIBLE ELBOWS AT THE BASE AND TOP OF RISERS. PROVIDE FLEXIBLE CONNECTIONS WHERE PIPING CROSSES BUILDING EXPANSION JOINTS. TO FIRE DEPARTMENT CONNECTION 4" WET 4" DOUBLE CHECK ALARM DETECTOR ASSEMBLY VALVE BACKFLOW PREVENTER 1s Ts M fiNH 2 ATTIC SECTION P-1 0 SCALE: .3/16" = 1'--0" TO WET TO DM SYSTEM DRY ALARIi VALVE - MAIN DRAIN " AIR COMPRESSOR = FLUSH CONCEALED PENDENT HEAD D0 = DRY FLUSH CONCEALED PENDENT HEAD a _ UPRIGHT HEAD ►e = DRY SIDEWALL HEAD D Poe = SIDE WALL HEAD = OS & Y VALVE = FLOW ALARM VALVE INi = CHECK VALVE = FLOW SWITCH = TAMPER SWITCH = PRESSURE SWITCH pa = GATE VALVE --D-- = DRY PIPE SYSTEM + 3�4'-Wi - T.O. ROOF `f ' + 23'-0° 0 ATTIC 0 R R C H I 1 E C T U R EI P C . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION' RENCIVATION/ALTERA110N 'l RYE BROOK, DATE ISSUE TO PR DG 11 40U/M TOR W L DATE REVISIONS BY DIAGRAMFIRE PROTECTION i NOTES PROJ NO.:21524 SCALE: N01" ED DRAWN BY: SZ CHECKED BY:C-Xa* FP 102 1W,F' NOT TO SCALE I A B - - - - - - - - - --- - - - -- - — - — - — - — REG1 F ME '5 L ill TOILET CD 1-2- -71 770 JVD REG#.1 -.3 EOKH108 i VD A� FR11-12 xj- ir �6x 6 -11606 OX8--SR#2 SR 3 Q + RUN WITHIN REG#1-1-r-- t — - — - — ---- 4 CT I flx PLENUM BOX RRE i CIE 22"Wx40"Lx18*H 128x1O UP -A ARAND CC FR# 1 --1-- 1-4 rl -2 HALL 102 RQQFED� -- — - — - — - — - — - — - — -- 0 FR#1 -3 j FR#1-5 o I CEM - — -- - — - — - — - T- 3. FR#1 -4 FIRST FLOOR PLAN NOR C V-1001 SCALE: 3/16" = 1 '-0" COAT- - 30xlO 1sZ�i - RETURN DN 11— - — - — -34o" I 6* CONCRETE PAD BY HC RUN REFRIGERANT LINES TO RESPECTIVE INDOOR A UNITS VD r1Ox8 7" -3 $REG - ELEY B21V ACCU ACCUP ACCUP R' XG -*-%"L/ ACCU#9 C ACCU#5 ACCU#6 Y4-LA-G ACCUR A x"ILMOG ACCU#7 AC{ JU#8 ium, *L//7h*G EXH�T - - ,12x6 LOUVER 1.25 S.F. FREE AREA— CD#1 Il 1,- 1 DN VD 1 Ox8 1Ox8 1<11CH-0 (2) 44 BLR [ 114 VENT UP/DN - — - — - — - HOOD- I -- - EC'-`j m Wo om -7bb�W EXHAUST LOUVER 0.5 S.F. FREE AREA WALL CAP LJ r-K2) 4*0 BOILER I INTAKE WITH 0 REG#1 -6 26x1 0 A WGINK,,. DN- 16xl _6 DN- I IN 12x6 UP El 4x24 L -DN R-\ OP - — - --- — - — - — - — Vo - — - — -- 0-x2i fL-O-W)- 12x6- L LL I t*HWS&RJ 2x6 DN fl 2x6 T 8102 to IC2242 MD 1 wll1HWS&R Ta Uw 3 GI COL 4"0 VENTS L H/X I t34xl LI 3000 RETU N UP 4/ TO BOILERS 1000 suppLy Up 1 COND EF# ELEV. -i r,34xl 3 DRAIN 400 12 6 4 - — - — - — - — IHWSMR 11 TO AC#2 . . ...... (2) 4-0 �EW -2 2600 UP DN UP TO CHIMNE�r HWSdcR 12x6 UNEXCAVATE6, - 7 0 16x8 UP TO D TO FR I P TO UP 16x1 U —UP MID 1!411 FR— UP TO -24x1 0 �D FR 606 UP REG#C-1 1" COI UP TO FIR I i UH�11 TO DRAIN 14x1 16x6--/ FR x Z--y4"HWslLR -------- 2 1" CID L20,,6 Lloxi X6 TO AC#4 ------------------------------------- A A T DRAIN 45, 01 7C— ljHWS&R14x6 !2402 sL-I f7170-0z 'L #YH#2 4- R ---- - 4 CRAWL T6AC#fZUH#2 SPACE 18x6 -Y4"HWS&R- UP TO )41"Hv�&R - ArrFqlq qPArF1 - ------------------------------------------- ------------- OX10 I FR I.P TO I TO CH#1 (Typ) 2x6 18X X6 'f Ox12 18x6 — - — - — - — - -- --- — - — -- -- — - — - — - — - — - — - — - 2X6� x6— 2x8- CH - — - — - — - — - — - — - — - — - — - — - — - — -- -- — - — - — --- - — - 11602 D 1 VD VD VD 1 1 r-V 0x12 ---UP TO TO AC#3 :'R \-Up To P TO 71 FR 4R ACC3--- 1 -'1 4x6 tl 4x6 UNEXCAVATED i 20x1 2x 10118 6 tl 2x6 UP TO vp VD FR— -1 4x6 - — - — - — - — - — - — - J- \�Up -To-- - J- UP -To ---------------- P TO FIR FR- '8x6 VDr &0 F G lip UP TO I FIR WERNER E TIETJEN P.E. FR 1 C E L R FLOOR PLAN NORTH CONSULTING ENGINEER A B c D E H i K L M 68 PURCHASE STREET 6 N. H-100 SCALE: 3/16'" = 1'-0' TEL (91 -9505 FARX7( 14) 9*67-231 e-mail: 11U906t?1etjenpe.com www.tietjenpe.com 4D A R C H I T E C T U R E P c I 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 1:a♦ ME VIA" WIVA m i+ REVISIONS HVAC CELLAR AND FIRST FLOOR PLANS PROJ NO.: 21524 rg DRAWN BY: 6Z �CHECKED BY:GG QATE: 24 H-100 oe uj r L'j t E 0 cz 0 v) '-4 C, r 0 .2 -2 u 14 tAKE --IT ER I I EXHAUST LOUVER 1.300 CFM 6.5 Fr DN 3,25 Fr2 FREE AR TO CD 2 f :S). F; I I S.F. 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MAINTAIN SUFFICIENT S CE DN ACCESS TO ALL EQUIPM NT. DN DN DN DN TO CD TO Co\\ TO CD CD L -- — - — - — - — - — - H H A B c D E IF G H I J K L m ATTIC PLAN NORTH MEETING ROOM L 2 --T CD#2-Z REG-j'2-1 (LOW) 11OX8 30x10 UP/DN UP/DN 4 CL. 1204 FIRE AC - F-203 ROOF OVER i AC#7 -- — - — - — -- t CD#2-3- —I- —CD#2-4 MEETING1 19 1 ROOM 202 (L©W) -2 — - — - — - — -- - — - — - — - - — - — - — - CD#2-5 CD#2-6 T— +T- - ROOF OVER F(R^eiLooR A B c STORAGE REG#2-7 OFFICE C-E N i 9 1 CLOSET STORAGE (LOW) CD#2-15 AC x12 UP COND 4 T CD#2-14 800 . .... ..... . .. .... . . .. .... . ........ To DRAIN— UP/DN —lX-HWS&R - — - — - - — - — — -UF?/-DN- -4- T EGRESS STAIR #2 1 LOSE - - x16 U R ;G#2-6 212 (L�Gwo REG#2-8 Z AC#8 ROOF OVER FIRST FLOOR Lj CD 2- CD#2-20 21 CD#2-118 f I \\ 0 — - — - — - — - — - — - — - — - — - — - — - —BL1.Z— —(2) 4-0 BOILERS - - — - — - ELE� LOBBY COLNIL VENT UP/DN --1 P HALLWAY F-2114 CD#2-13 CL CD�--22 - — — — — — CD#2-8 7 REG#273 r6x16 UP — - — — - — — - — ---- f--- --t - — - — - — - — R 2-9 (LOW) CL 16 P LOLNGIE #2- #2-11C c 12xl UP p0#2-7 MEETING- TOIT TOILE ROOM L9 201 �_ - L ---CD#2---g -1 - ------- --------- --------- ---------- ------------ EF#3 jo CD#2-11 jCD#2-12 WO! I rAp ROOF OVER CAP. FIRST FLOOR WALL T--T -- — - — -- — - — - — - — -- — - — - — - — - — - — - — Ht I I I I WERNER E TIE SECOND FLOOR PLAN NOR K L m CONSULTING CALE: 3/16" = 1'-0" kH-1017 s 68 PURCHASE STREETTFI - (Q1 4) 967-51I505 F- -1L A R C H I T E C T U R E I p . c I 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DGI NO DATE REVISIONS BY HVAC ,SECOND AND ATTIC FLOOR PLANS PROJ NO.: 21524 SCALE: NoTl-=r.> DRAWN BY: sz HECKED BY:GG H-101 FX1 4" MINIMUM ALL SIDES --___.—_-- —n—_ — — — FLOOR L1" CONDENSATE I SENSOR SWITCH TO SHUTDOWN TRAP UNIT IF WATER IS PRESENT IN SECONDARY DRAIN PAN SECONDARY DRAIN PAN HORIZONTAL UNIT TO CONDENSATE PUMP WHERE REQUIRED HVAC LEGEND & ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT IN—UNE CIRCULATING PUMP A.C.C.U. AIR COOLED CONDENSING UNIT GR. GRILLE ---Dxa--� RETURN/EXHAUST DUCT BACK —FLOW PREVENTER A.C. AIR CONDITIONING UNIT H.C. HEATING CONTRACTOR OR SUB —t�)-- DUCT — RISE IN DIRECTION OF FLOW'_. STRAINER A.D. ACCESS DOOR H.W.R. HOT WATER RETURN DUCT — DROP IN DIRECTION OF FLOW <j> DUCT SMOKE DETECTOR BY EC A.F.F. ABOVE FINISHED FLOOR H.W.S. HOT WATER SUPPLY —t+ws--- HOT WATER SUPPLY @ THERMOSTAT A.T.C. AUTOMATIC TEMPERATURE CONTROL M.D. MOTORIZED DAMPER HOT WATER RETURN ® EMERGENCY DISCONNECT B.D.D. BACKDRAFT DAMPER M.Y. MOTORIZED VALVE —HwR LP GAS AIR SEPARATOR C.D. CEILING DIFFUSER N.T.S. NOT TO SCALE G —rf — FLEXIBLE CONNECTION CHECK VALVE C.F.M. CUBIC FEET PER MINUTE O.A. OUTSIDE AIR --N--- EXPANSION JOINT —40— COMBINATION BALANCING SHUT—OFF VALVE C.O. CLEANOUT 0 DIAMETER ""— ANCHOR M— SHUT—OFF VALVE CND. CONDENSATE (COOLING) P CIRCULATING PUMP -iE--- — REDUCER --- GLOBE VALVE DN DOWN P.C. PLUMBING CONTRACTOR OR SUB ----D— —D DIRECTION OF FLOW {`�' FLOW CONTROL VALVE E.C. ELECTRICAL CONTRACTOR OR SUB P.S.I. POUNDS PER SQUARE INCH so ---ljF— UNION BALANCING COCK E.F. EXHAUST FAN REG. RETURN/EXHAUST REGISTER --{ — FLANGE MOTORIZED VALVE FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER --II-- NEW MOTORIZED THREE — WAY VALVE G.C. GENERAL CONTRACTOR T THERMOSTAT PRESSURE GAUGE W/ PETCOCK PRESSURE REDUCING VALVE G.P.H. GALLONS PER HOUR V.D. VOLUME DAMPER ----- THERMOMETER W/ PETCOCK RELIEF VALVE G.P.M. GALLONS PER MINUTE W.H. WALL HEATER Q AIR VENT W/ PETCOCK SOLDER ROOF JACK TO FLASHING PLATE SOLDER DUCT TO FLASHING PLATE ---- COPPER ROOF JACK 24" WIDE n 8" COPPER FLASHING 4" MINIMUM PLATE ALL s1aEs -�_+ 1" CONDENSATE DUCT TO EXTEND COPP DRAIN INTO CEILING SIZE _»__ SCREE BIRD EN — — — -- — AS SHOWN ON w TO CONDENSATE LOOK PLAN 8w PUMP SECONDARY DRAIN PAN RUBBER/CORK PADS NOTE: 4w COORDINATE FLASHING DETAILS LL_�SENSOR SWITCH TO SHUTDOWN WITH ROOFING SUB —CONTRACTOR UNIT IF WATER IS PRESENT IN SECONDARY DRAIN PAN VERTICAL UNIT SECONDARY DRAIN PAN DETAIL 4 CUSTOM ROOF JACK DETAIL -1021 NOT TO SCALE VH-102,/—NOT TO SCALE MAU#1 2" FROM HEATING COIL: 12" MAX SYSTEM r'2" -Y4" HIGH CAPACITY AUTOMATIC AIR VENT WITH PETCOCK zm 2" TO HEATING COILS MANUAL AIR VENT W/ PETCOCK ---- DRAIN VICTAULIC 78K BALANCING VALVE MOTORIZED VALVE -- (MODULATING) UNION (TYPICAL) file VICTAULIC 78Y Y—STRAINER/BALL VALVE HOT WATER COIL PIPING DETAIL NOT TO SCALE AC UNITS, CH, MAU AUTOMATIC ` LArkiP 8}h SHUTOFF VALVE HWS & R MAINS AIR VENT ---,.SYSTEM SENSOR 1Y4% ;'4" DRAIN .10 ...... 2" BOILER CIRCULATOR 2" s al r 2w .. 1 FULL SIZE 2w TO 6" ABOVE FLOOR o. DRAIN 4" HIGH X--olo,—CONCRETE PAD lyd BOILER. CIRCULATOR INDIRECT WATER BOILER#1 BOILER#2 HEATER BY PC TWO (2) GAS FIRED CONDENSING BOILERS PEERLESS PEERLESS MODEL PF-300 MODEL PT-50 INPUT 60 MBH TO 300 MBH OUTPUT 290 MBH MAX NET IBR OUTPUT 252 MBH RELIEF VALVE FULL SIZE TO SUMP " CHECK VALVE TACO VRTX200 AIR SEPARATOR VALVE-30 PSIG ING VALVE SET 0 12 PSIG $hw COLD WATER MAKE—UP STRAINER BACKFLOW PREVENTER WATTS #909 TACO CA90-125 ASME LISTED DIAPHRAGM EXPANSION TANK 4" HIGH TACO 1" VRTX100 AIR SEPARATOR 1 7 y4w � 77 1 " GHWR TACO BRAZED PLATE H/X FROM MODEL TB427Hx8O MAU BRAZED PLATE H/X HOT SIDE: 150 EWT 110 LWT 3.5 GPM GLYCOL SIDE: 105 EWT 147 LWT 3.5 GPM " P#9 1 " GHWS TO MAU#1 i3 P#10 O PRESSURE SENSOR GLYCOL FILL WESSELS GMP-18 18 GALS COMBINATION BALANCING/ SHUT --OFF VALVE 3/4" HWS & R DOWN FEED (PIPE SIMILARILY FOR UPFEED) UNION AIR VENT AQUASTAT FURNISHED WITH HEATER -- I L-fLOOR IA/Ai I u ATC7D DIDft\lr NOT TO SCALE i A R C H 1 T E C T U R p C 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 'ii��l� ,ice �v� i A�-.,,./► �a H 1 02 MAKE --UP AIR UNIT CFM --�-- EXT. FILTERS HEATING CAPACITY — 40% GLYCOL ELECTRICAL DATA 208V, 30 WEIGHT AH No. MFR MODEL SIZE S.P. (LBS) NOTES OUTSIDE TOTAL FTPE SIZE G.P.M. E.W.T. L.W.T. E.A.T L.A.T. P.D. MOTOR M.C.A. M.O.C.P. HFANORS MAU-1 WILLIAMS AH—D 1 012 11000 1,000 1.5" 1 1 1 MERV8 1 20x25x2 1 4.3 1 150 1 108 1 13 1 70 14.3 FT. 1 1.0 HP 1 3.75 1 15 1 204 NOTE: — HORIZONTAL DISCHARGE, 100% OUTSIDE AIR, HW COIL (40% GLYCOL), FREEZE STAT, FIRE STAT, DOUBLE WALL INSULATION, FILTERS, — PROVIDE VFD AND CONTROLS FOR DEMAND CONTROLLED VENTILATION. TIE TO BMS. — INTERLOCK WITH HOOD EXHAUST FAN. — PAINT INTERIOR AND EXTERIOR FOR CORROSION RESISTANCE SPLIT SYSTEM ROOM AIR CONDITIONERS SCHEDULE SPLITNDOOR SYSTEM A.C. No. MFG. OUTDOOR MODEL INDOOR MODEL CAPACITY BTU j HR AlAIR FLOW HIGH j LOW MIN, EER j SEER UNIT (wxDXH) OUTDOOR UNIT SIZE. (WXDXH} t3UTD04R UNIT WEIGHT REFRIZE .PIPING LIQUID / GAS ELECTRICAL NOTES VOLTS INDOOR ��, 4a>s j DO W.� � RISE AC#9/ACCU#9 MITSUBISHI PUY—Al2NKA7 PKA—Al 12,000 1 425/320 1 12.0/20.8 1 3--,%-x91;Xs"x11%- 1 32"02"x25" 92 LBS 1/4" / 1/2" 208-1Pj1 208-1P/11/30 NOTE: TIE TO BMS. PROVIDE WIRED WALL —MOUNTED THERMOSTAT, PROVIDE CONDENSATE PUMP. �RETURN EXHAUST REGISTER SCHEDULE11 RETURN ii • ®-®® _ , , NOTE,! ! ALUMINUM LOUVER! BLADES, BLADES• LONG DIMENSION. SPLIT AIR CONDITIONING UNIT SCHEDULE FAN COIL UNIT No. MFR. MODEL AIR FLOW CFM EXT SP. TOTAL SP. FAN MOTOR H.P, FILTER DATA COOLING CAPACITY MIXED EAT °F \ ) HEATING CAPACITY 150'F WATER NOTES TOTAL M M AREA—FT2 TYPE SENSIBLE BTU HR. / TOTAL HR. / HR. BTU HR. GPM COIL FACE AREA — FT2 AC#1 CARRIER FE4ANB006LOO 2,000 500 — — 3/4 — — 45,120 57,880 59 118,800 7.9 — HALL 102 AC#2 630 4. 11, 127,224 8.5 HALL 101 AC#3 1,600 350 36,180 49,120 91,800 6.1 ENTRY VEST. 199 AC#4 100 %10 -.10 75,600 5.0 KITCHEN AC#5 FE4ANB002LOO 800 150 1 /2 — 24,000 44,280 3.0 MEETING ROOM 214 AC#6 FE4ANBOO6L00 i,750 550 3j4 45,120 57,880 111,240 7.4 SOLARIUM 104 AC#7 11,600 150 36,180 49,120 78.840 5.3 2ND FL EAST AC#8 .10 250 110 , t , 85,320 5.7 2ND FL WEST NOTES: #1 UNITS TO HAVE CASED HOT WATER HEATING COIL AND ANGLE FILTER/MIXING BOX SECTIONS. #4 TIE TO BMS #2 PROVIDE VFD FOR FAN MOTOR. #5 PROVIDE EACH UNIT WITH CONDENSATE PUMP. #3 PROVIDE EACH WITH NEST THERMOSTAT. -------------- r CONDENSING UNIT SCHEDULE COND. s �� iCO i • i! i.� ELEi COND. FLA ' i i L NOTE:TO WALL HEATER SCHEDULE ! ON • if • i iiiiiii� I�iiiliii•��i'i�i�®� "'' ��1.� t :!# �®®®�■■�■ KQIL COVER TO BE PAINTED PER ARCHITECT. UNIT HEATER SCHEDULE UNIT HTR. No. i IE • r i III � I# II!# III I : # �IIII II CABINET HEATER SCHEDULE CAB. AV. WAIF." TEMP. - NOTE:TO EXHAUST FAN SCHEDULE EXHAUST FAN No. MFR. MODEL C.F.M. S.P. H.P. CONTROLS NOTES KEF#1 LOREN COOK 1200MX 1250 1.5" 3/4 SWITCH AT HOOD NOTE#1, 3 EF#1 LOREN COOK 90SON12D 300 0,5" 1/6 TIME CLOCK NOTE#2, 3 EF#2 PANASONIC FV-11 VQ5 110 0.10 21 A W CONSTANT ON — EF#3-4 PANASONIC FV-11 VQ5 110 0.1 " 21 A W INTEGRATED FAN/LIGHT SWITCH — EF#5 LOREN COOK 100SON28D (VF) 675 0.75" 1/3 TIME CLOCK NOTE#2, 3 NOTE: #1 UL 762 RATED. PROVIDE WITH GREASE TROUGH, HINGED ACCESS PANEL, VIBRATION ISOLATORS ON HANGERS, DISCONNECT, MOTOR GUARD. #2 PROVIDE SPRING VIBRATION ISOLATORS ON HANGERS. #3 TIE TO BMS. P U M P S C H E D U L E PUMP No. SERVICE MFR. MODEL SUCTION DISCHARGE GPM. HEAD RPM, H.P. ELEC, NOTES P#1 & #2 BOILER TACO 2400-40 1 1/2" 1 1/2" 20 10 3,450 1/6 115V,1P NOTE #3 P#3 & #4 WTR HTR ILOO11 1 1/4" 1 1/4" 15 15 3,250 1/8 NOTE #3 P#5 & #6 SYSTEM VR15-3 1 1/2" 1 1/2" 47 20 VARIABLE 1 NOTE #1,2,3 P#7 & #8 GLYCOL H/X IL006 3/4" 3/4" 3.5 5 3,250 1/40 NOTE #1,3 P#9 & #10 GLYCOL SYS. ILOO8—F6 3/4" 3/4" 3.5 10 3,250 1/25 NOTE #1,3 NOTES: #1 PROVIDE AUTOMATIC ALTERNATION — OPERATING AND STANDBY. #2 VARIABLE SPEED PUMP WITH CONTROLS FOR CONSTANT OR PROPORTIONAL PRESSURE CONTROL, #3 TIE TO BMS. DIFFUSER SCHEDULE ,CEILING CEILING i I_ II mi W ®� �■ ®®■� III ! ���� • � # �!! }} I il�iLui�ii�®®®®®���■ i DIFFUSERS TO BE EXTRUDED ALUMINUM CONSTRUC11ON FOR SURFACE MOUNTING. PROVIDE • DAMPERS FLOOR REGISTER SUPPLY • mmmmm �m mm-®- �mmm bQM EXTRUDED ALUMINUM, HEAVY DUTY LINEAR BAR GRIIIE, 1* FLAT BORDER 1/4* SPACING, 15'DEFLECTION. PROVIDE WITH VCS3 OPPOSED BLADE DAMPER. SUPPLY REGISTER SCHEDULE SUPPLY REG. No. MFR. MODEL CFM. SIZE NOTES SR#1 PRICE LBP-16A 500 36x6 SR#2 SR#3 N9M LINEAR BAR GRILLE, 15° DEFLECTION (DIRECTED IN TO ROOM), 1 /4" SPACING. FINISH PER ARCHITECT. FRAME SIZE PER ARCHITECT. A R C H I T E C T U R E p C 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 iCRAWFORD MANSION! RENOVA-flON/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 m 7� IVA iiidrfiririr/ M r A m ��REVISIONS • HVAC SCHEDULES M yni a� .. f # DRAWN " CHECKED . DATE: ' 1 .r U2461-40 23 L3 EM1-23 A M '5 L3 L3 U L F U2 �LANIT. L _iEML—=203= l —41 L3 L3 y V�� 11 ir -------- -___- i X.�l ------ -- --- Lb (.-L171 3' FRO1.1 PEAK-\ ft C 171 n11 os it Sq Em-1 EM-1 Ll 7 9 EM/INV L2o b L17 uo L7AO,k"- L acb(ze d f I k L16 k k L16 0 UA 71A 0 9 M4 UA 9 1-41 0 0 EM/INv EM/INV EM -25 -:441 LA Ll 7 fT LLI -TOP OF STAIRS 1 HANDIPAD AID 0 ONLY)-J ii �R ALEROEIE-J ELEV. A— (RECALL) EM� _26' EM/INV�,- ELEV OBBY WR r L9 u EM1- 5 1-38 OOEM UA FOR L24 0 1-40 SEE E-101 I I , U2 EM11-29 Ll lLmltzj I I il I i i EMI V 58 1 01 1 v I — - — - — - EM1,237- FIRE� -t4- A --EM/ 3 ENTRY VESTILE ko ; L71 V� EM ---------- ----------- -------------------- TN 1 L18 EM -23 M L18 ----- ------- - ---- - i f s i 37 - ------------ T --------------------------------- *bI 2-20 b q 1-42 q51 42 EM/I IRFF 2 FOR AREA EM EMl-25 -1 0 L14 -38 0 THEATRIPAI U2 LIGHTING TRACK "SON am wo MOM mm sm MR w= Mw am sm am on =I 0 1 F3v8 L18 I 4/ N EM/11`1•y a a EM/INV 1-2 1-42 142 AFF 3- 3 0 7 (2) q j EMI h b L14 L18 Ob 0 L7 L14 -38 LMI-25 1-20 2-20 EMl-25 Tj EM/INV q S . . .... L'G T1 ail F �-6 I I b 1 1 ; Cl, 1 0 0 L14 Lig L18 '�42 T 2-20 4q I qwb -T1 3 18 Tlo EMl-25 EM 1 25 1-42 1 5'P0 1 1 3 03- 0 q 0 q Sl 1GL ii EM-3 L18 1 Tlo X- le 0 0 1 L7 L7 3-`20 B it T1 5413- 0) b CI I CL11 10 -TT) o 0 -T1 T p 0 13-�I' 121 -416 EM11-25i L17 --THEATRICAL TRACK L I +Tj 0 0 3:,,,9 18 3-1 0 AFF *1-40 �--COINTROLLED U2 Ln 0- U2 I BY ASTRONOMIC 01-40 1&1-40 PATHWAY TIMER CONTROLLED E-DIN REPEATER FG H BY ASTRONOMIC L $M on =a Mw ma ME am am SM vm TAM am RM om ow om no =a wn ow am M§p FIRST FLOOR NORTH SEE a)l FOR ADDITIONAL LIGHTS THEATRICAL NORTH -1 ON FIRST FLOOR. LIGHTING SYSTEM FIRST FLOOR PLAN PARTIAL PLAN r'2 r3 *N — I klEz I �01 SCALE: 3/16" = 1'-0" E-100 SCALE: 3/32" = 1'-0" KZ� ASTRONOMIC TIM:-.R FOR SITE LIGHT WITH 8 POLE CONTAC OR, AND PROVIDE SEPARATE --PANEI M 0 0 01 8 POLE CONTAC DR FOR STANDBY (EMI) FS TS PS SITE LIGHTING Cl RCUITS. �;31<W EMERGENCJ EM11 -29 1 1 LIGHTING _ Ll I I I EM1-29 - ------------ - — - — - — ---- 0, 1 -- — - — - — --- I +_ a . z . ... . . ...... ... ___------- Am L2f _1TF7_ -7--r--A-T_ 1-38 T� 38 17 �N L21 9 L19 L1611 1 -38 1 1 Mk.�1_38 L16 11,710e L4 :!n e-- OE e ll� "7AOEM 38 L7A OE E /Iw;�; E L1610; 'd -38 L16 d -38 HALL: L16 s! 0=1 S L�AOE �l 11-413� 111A oe E Oe E41-36 i LIA OE E �INV E L161 -38 L16 1 -38 L16 TA - FIR M RE: MOTE AN UNGIATOR eL* o EN 1 -31 NC 10 1-23 EW 91 C I IN u TjLI-Ty 9 Ll H N 0 L W R E INY 1 5102EM 1-] * Ll 1H M FIRE jLkRk__ F Eh 1 eco I CONTROL PANEL Ll AbEM 1 29 p Ll Ll EMl-29 DO EM Ll Ll 6EM1 -29 VICINITY s EL V. OFF�01* t (RE o�- s"//co 4 ,e m I � ; 4 Ll C=== Ll 11�� UNr:XC:AVATED EM1-29 ... PANEL 77" :1 01 PAN ,0 Li Ll EM1-29 E41!__29 LL EM1 -29 L i I ------------------- ----- JIM eco EM Ll Ll I i 'o I 7EM EM1-291 EM �§j9 EM11-2 7 H IEMl-29 Ll Ll r- EM1 -29 I I I 1 0 os r EM E :PQ29 EM EM - — - — - — EZ:7= - - - J�_ - -1 — - — - _... I J ... — - LI — - — - — - — - F FI LOCATION OF EXIT ----------------- PILOT) SIGN DETERMINED BY -------------- ARC ITECT IN FIELD CRAWL TRAWLSPACE) 81*AC-(TYP CAL) E K L M 15104 Ll 19s Ll Ll C Os Ll ROUTE ALL EM1/EM2 CIRCUITS IN CONDUITS SEPARATE FROM NON -STANDBY CIRCUITS L I'D NORTH Ll CELLAR FLOOR PLAN 1 EM 1 -29 Ll E-100 SCALE: 3/16" = l'-O" U�EXCAVATED H 11 WERNER E TIETJEN P.E. A B c E F G H I CONSULTING ENGINEER 68 PURCHASE STREET D 61 N.Y. 10580 TEL. 967-9505 FARX7( 4) 967-231 e-mail: infoOtietjenpe.com www.tietjenpe.com A R C H I T E C T U R E p c I I . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 I CRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 1057 M VT, 7.7, P, A" swwu�• #� 21 ELECTRICAL CELLAR AND FIRST FLOOR PLANS • PROJ NO.: 21524 DRAWN BY: SZ ICHECKED BY:GG E-100 T7 T _T T 7111 1 1 H7 F < 1_4 YIsw T or- OVER FIR9T FLOOR S 5�, ELEV. 4— 6b. H Ll Ll Ll EM1-1d EM1-10' 1611-10 I EM1-10 EM1-10 -Z L - — - — - — ❑ — - — - — - — - EM-\- Ii E — - — - — - - — - — - — - — HC HC F 0 HO 4a�2-_18 PROVIDE4UPPORT FOR M ^EM SWITCH D STROBE C3 C3 C3 0 CO-�R - EM C3 Q 0 C 0 01 N WIR NG TROUGH D UGI ITING CONTROLANPOWE� PACKS FOR 2ND FLOQR IF I � r � � I I r -- — - — - — - — - - — - — - — - — - — - — - — - — -- — - — - — --- I r — - — - — - — / f� I I > < I I I I I I -- - - - -,� I i — - — - — - — - T_ — - — - — -- I I I/ I \� � I ! - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — --- F (:G _LL A B c D E ATTI C PLAN. NORTH L M E-101 STALE` 3/16" = l'-O" I KV I I -SEE DIRECT (g) EMj- INDIRECT (b) 2-14 L_L&1 L&1-40 CLOSET -40 FOR LIGHTING AND (1YPICAL)7) C31-40 210 EMERGENCY LIGHTING IN C3 ...... At^ L - — - — - — - — - — - — - — - — - — - — - — - rl� - — - _T- wl I �t 1. C 06tT 0 L7 b HL L 0 L7 CL 71, alb- 209 1 i� 1 Alm Irs ovc� L7 i P U STAIRS E 1-2R, 29 EM1 29, zi-:111 2�212 W, jI F I F. EM 1 �27 (2) EM/ .2 L1516 1 .47 �710 1 1! , I o,b , I I I I II i'Llilb : , _J/ A b L -12 b Iflp I S, L% a 117WE 4V I tj I 08' .1101(2 b 7 0 L 2 11AW MEETING '�A!5m LgEW�INV EM 1 27 F EM1 27 ROOM �,=l 6 DIRECT EM 1 -8 ot, es INDIRECT (b) 2-14 L7 I TL tZl: I L7, ba op L6 J'A Ll 0 0 01� (TYPICAL) 0 2-16 L . . .... b a b s 4� b 2-�16 -- — - — - — -- - P\TM_V/IN ljq� - F b I w cl. M. 2-16 L671 2116 �6 -27 o,b 0 LOUNGE 0 `0_ L7 c,b P U 2-16 1 L7 LT L7 L7, : 1 -, ". I � EM1-'2/ EMI=?7 02-16 q ' q 1 1 - 1 G,b LIS L G,b D1 ! 14 4 1 E (7,b I_ I ROOF OVER FIRST FLOOR 6 c L c, I c 0 0� p Lp J LA 2�16 .2-16 1 A -40 1-40 L24 A244 \ ROOF (OVER I FIR5T LOOK F \Zz H A B c D E �j N H SECOND FLOOR PLAN, V-1011F SCALE: 3/16" = l'-O" ROOF 0%/FR 1A FIRST FLOOR �A 47' SDIV 00 WITHIN n. 3* OF LIS > L! 11 b- M S M1 1-27 COILINCIL: �OOM I13 =12 J_ EM1-2-7- Lis vlw x<" b Ll LI I C� b 6111 b DIRECT (a) EM 1 -27 1 I�DIRECT (b) 2-14 1 - — - — - — - - — - — - — - R tJTE ALL EM1/EM2 cmurr� IN CONDUITS PARATE FROM NON-STAISIDBT CIRCUITS . . . ............ WERNER E TIETJEN P.E. K L M CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 TEL:(914) 967-9505 FAX: 4) 967-231 e-mail: info*tietjenpe.com www.igelt jenpe.com E A R C H I I I C T U R E p c I 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 CRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK., NY 10573 DATE ISSUE TO PR DG NO DATE REVISIONS j I BY I I 'ELECTRICAL AND ATTIC 'FLOOR PLAN SCALE: NOTED lp DRAWN BY: 8z Ai ED BY:GG E-101 QGF/WP M-2214P G p EMl-13 M STORAGE NEMA 3R Ic L Fw4p G TOILET POW HAND AO L I jK �EINMEIM WH#1 DR Po W f o4w H# 4.3 GF EM1 24 lie �j 01-10 WH# dhGF 1-10 1-360 VERANDA :01-15 c .. ...... ..... . 1-21 1- T 1-28 110, -------------------------------- FOR DPC SW DISC ____ 1-M <3> UPON ACTIVATION OF HOOD FIRE G, WWP SHUT BY WIFi_ CONTACTOR. F-01 F01 FO ROVIDE ___-_______- - _~_~�._~__~_.__- --------|---------f-------- �----� INTERFACE �rG��W�^ | | / ~ =` ~�2 2 / 16 H3l, / / / 2 FIRST FLOOR PLAN M-26 NORTH --' ---- ---- ---~ ---� ---^ --~ i °="��` "v '~ - ' � -���� wE�/ ' EX~,"°= " EED _°�°�� SPLICE f '- ''----' ``--' / FEED FOR F90(ILUON TO | ^/ MDP. SEE PANEL SCHEDULE & RISER | | | | . . | i ! | | | | l | ~__.| } | | | | | / | | | | | | | | || | | | DISC SW DISC SW DISC SW | DISC SW ' DISC �� | - DISC SW ' | / l DISC SW | | DISC SW | | / | / DISC SW / | / Q��� �� | | ' ' - _____-__-_-___-L________-___ ____ | ___-____- / IL EM1 -49 ua / | / / | Ew1-m+ 1-37 | | | / | l�_ � | ' | | / ' ' P FI Ml-41 I EF#1 IT' / | | | ~ l / .i | | mwS Ew/ EEME�2 FIRE ALARM A | ' wcp� � | | U-�-^CONTROL ' | ��- sum EN1-1�1� / | |� / ' | 'T- / | 7" ' | ' | | / | / ' �E��RAJ�3R ' ' | ' . | | ~^~^~-^~^`` ' / | |���1 / | / CO��ROL PANEL /OVER SERVICE PANELS | ' | "E~=''E | L---J'-" | wNmumCVn -|-SEWAGE EJECTOR PACKAGE SYSTEM ' / OMw || | | | | | ~= OA DISC SW |MD| � ! / |) || | | | | | | | � | � �' ./ ' / ' ' ' uH#3 EM1-45 / BW1-45PANEL»~ �*�/O�� | PANEL � | "--T------------------------ El � | T [ � n u � n | | L v | V 0 L / / D I o �` . RYE BROOK, NY 10573 914_937_5596 r\YE BROOK, NY 10573 7 -------- --- ----- — ( _ �_ — — — -- — — JL_ NORTH <3> ATTIC PLAN AREA OF RESCUE r2 I I DEVICE EMl-26 E- 103 SCALE: 3/16" = l'-O" STORA6E CLOSET VWIFI 210 DATA/TEL/TV F 201 HOMERUNS TO HERE 9-33 Li-- 1 - 62-3 EKL=31 EN11-26 EM1- 0 tF 2-133 ..,-POWERED FROM 2-31 EMI-35 EMl-35 / r�� :0 OUTDOOR UNIT Ml-33 EM 1 -33 2=1 4 IFI 2-3 EMl-35 (I ROOM CLOBET I RG6 TO 4 212 t ROOM 210 -- - — - — - — — - — - — --- - — - — -��J2=g NIL XL -- — - — - — - =551AIR42 WIF+ - — - - - — - — - 0 211 TOR 1 '2.07 FLOOR BOX (3) 'CAT-6 EMl-39 2-21% RECESSED 2-32@o GF/C OifflGFO -OFFICE- TO OM 207 _U 62-10 EM1-2 CAT-6 TO 2-27 ROOM 210 2 27 E 1 9 C#1 2-30 T = 1 (2) XLR [..—PROVIDE �N&ACLES TO RM 20 2-32 2-130 EMl- 1 /2-2 IN MILLWORK. CONCEAL CIRCUITRY EL K I 2-3 v; — - — - — - - - — __- 1) 4 -171- _®_ t — - — - — - GL-. I------- —HALCWAY� t —Bavz- - 2- O203 EMl-26 2-380 j-, XLR� 2-23 2-5 TO RM 207 T-t 1:02-5 24241&2_ D 2- 11 MIKE 2 18 1& Tr_ WIF110, ELEV 1_05�y I INPUT 2) XLR -Ti 0 RM 207 L RECESSED- EMl-26 cL. WIFI FLOOR 02-35 (2) CAT-6 2-10 L 3�,RG6 I 2-23 (Al �_Aci: r EM So �02-38 COUNCIL �oom 213 ROOF OVrR 2-13 Ji EM -26 7 10 CAT-6--) FRgT_� - - — - — - — -- — - — - — - — J_ __0 42 -38-- - _-2- ----I-------- MEETING AC#7 �T ROOM GIF OC 2-21 CL 2-25(o qp2-18 80 1 741 202 Tol 215 002-27 EM1-29 GF OC 21"T 2-21 1 2-2 2 MEETING EEG 2-19 FLOOR BOX WIF110 I WORK ITEM RECESSED IG - ROOM ;410 of 106F 2-26 2.- 44b_ LOUNGE R � EC StL PROVIDE AREA OF D D RM RESC EVICE. LOCATE HEM) — - — - — -- -- — - — - — - — - — - — - — - — - -- — - — - - — - — - — - — - — - — - — - — - — --- END AT-VESTIBIULE — - — - — - — - T � 4�- — - -2-1-7 2-19 3 CORE IDRILL TO FEED FURNIT RE. 1 :02-35 2-270 2- EF 2-13 PROVIDE LIQUIDTITE FLEX AT FLOOR� CONCEAL CIRCUITRY. RECESSED AWIFI FLOOR B ROUTE ALL 5M1/EM2 CIRCUITS IN CONDUITS ROOP OVER 2 21 SEPARATE FIOM NON -STANDBY CIRCUITS SWrrCHW-LWffH 2-POLE �cc SENSOR ON LTG CIRCUIT. 1 1 I2-21 2-359 POLE-1- AN qp 2-9 2-35 POLE-2-\,TG—, T------- ==T ------- --------- --------- ---------- PROVIDE 2" CONDUIT WITH DRAG LINES ROOF VER BETWEEN -PT- (PASS THROUGH) IN SAME ROOM FIR5T LOOR (TYPICAL) N TH WERNER E TIET A B c D E S E D FLO &o PLAN K L m CONSULTING E-103,1 SCALE: -3-)'16' = 1'-0' 68 PURCHASE STREET A R C H I T I I p c E MMI 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10571 ELECTRICAL SECOND AND ATTIC FLOOR PLAN PROJ NO.: 21524 'DRAWN BY: 6Z CHECKED BY:GG E 103 PANEL M TYPE SURFACE MAINS CU. 400 AMPERES FED BY 250A CB K.A.I.0 MIN. RATING 22 VOLTAGE 120/208V,30,4W & GND M. L. 0. \Z FEEDER SEE RISER LOAD LOAD• - oi l ASSIGNMENT i,WATTS: ASSIGNMENT WATTS, [ 9 MZMAI ACCU#1 tTDOOR u ACCU #6 in alli COND u OUTDOOR COND UNIT lm I mi'mmm MM I -- 11*7 ACCUfff �OUTDOOR E I u COND UNIT BIN ACCU#3 I u ACCU#8 10 M OUTDOOR COND UNIT !OUTDOOR COND UNIT I= i i'ACC 9 MIN nmmlSPLIT SYSTEM 01 1OUTDOOR ACCU#5 Im lumml m 13 [a COND UNIT Rognmeaul I-Imulmo 1ELECTRIC CAR CHARGER 13 M ON13 WIN M 13 aml:io EU�Eu a M 13 [OEM i FUTURE ELECTRIC i i 'CAR CHARGER N NIB luum a ON13 102-13 a a a VOTE M lon 'fly n M EU�E—Msoq .Zlulili M 'El 13 OEM UTIL RM REC MR13 mum 1. PROVIDE wrrH HINGED LOCKABLE COVER. REMARKS: CU. GROUND BUS CONNECTED LOAD 51 PANEL K TYPESURFACE MAINS CU. 200 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120/208V,30,4W FEEDER SEE RISER ASSIGNMENT LOAD WATT.S LOAD WA S BMW ASSIGNMENT M a maoiggLolm-; M u Bum a OFFICE REC M n Bum - - ■ u MINIM■ •.- M n Bum nml� MWELECTRIC RANGE REC EIRINIZIM"ErT, Inflak-Imm In om ELECT - R - IC RANGEREC D/W & HEATER u I D/W & HEATER M MIN mum EE0�0 uml�EUBEE mum [Bum a .iiEu 0 Maio mum a uml�E0SEE M M IREMPITIN a a - • mAm REMARKS: 1- PROVIDE WrrH HINGED LOCKABLE COVER. CU. GROUND BUS • CONNECTED LOAD 1 PANEL EM1 TYPE SURFACE MAINS CU. 200 AMPERES FED BY 22KW STANDBY GEN VOLTAGE 120/208V, 30, 4W & GND M. C. B. 150 FEEDER SEE RISER C h u p 0 ASSIGNMENT I 0 is AC OR MC CABLE MIN. #12 GA, THHN CU. WIRE LOAD WATTS H p A s E LOAD WATTS AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE 0 U T s ASSIGNMENT P 0 1 20 ICE MAKER 1 #10 1,200 W A 4 KW SEE RISER EM2 VIA LOAD MANAGENENT 50 2 2 4 3 1 20 3-DOOR FRIDGE 1 #10 1,400 W B 5 1 20 COUNTER REC 1 #12 360 W C SPARE 20 1 6 7 1 1 120 RANGE 1 1 #12 180 W A 1 1,200 #10 411 2ND FL LTG 201 1 8 1 9 1 20 CONV REC (KITCHEN) 1 #12 180 W B #12 7 ATTIC LTG/REC 20 1 10 11 1 20 CONY REC, (KITCHEN) 1 #12 180 W C 600 W #12 4 PUMPS FL P2, P3, P313 20 1 12 13 1 20 EXT/CL REC 3 #12 180 W A #12 4 BSMNT REC 20 1 14 151 1 120 ISLAND REC (KITCHEN) 1 #10 360 W B Al. KW HP 2 #10 AC#l, AC#3 20 2 16 18 17 1 20 ISLAND REC (KITCHEN) 1 #10 360 W C 19 1 20 ELECTRIC RANGE 1 #10 1,800 W A 2 AT KW HP21 2 #10 AC#4, AC#7 20 2 20 22 1 20 EWC 1 #12 600 W B 231 1 .20 1ST FL LTG 40 #10 1,200 W C 180 W #12 1ST FL REC 20. 1 24. 25 1 120 1ST FL LTG 36 #10 1,044 W A 180 W #12 2ND FL REC 20 1 26 27 1 20 2ND FL LTG 36 #10 900 W B 180 W #12 1ST FL REC 20 1 28 29 1 20 BASEMENT LTG/STAIR LTG #10 1,100 W C 180 W #12 1ST FL OFF REC 20 1 .30. 31, 1 20 ELEV SUMP 1 #12 360 W A 250 W #12 3 PUMPS P4, P5, P6 20 1 32 33 1 20 NETWORK CLOSET 1 #12 1,000 W B 500 W #12 1 SUMP 20 1 34 35 1 20. NETWORK CLOSET 1 #12 1,000 W C 500 W #12 1 EJECTOR 20 1 36 371 1 20 OFFICE REC 2 #12 360 W A 370 W #103 1 1ST FL LTG 20 1 1381 39 1 20 OFFICE REC 2 #12 360 W B #10 SITE LIGHTING 20 1 40 41 1 20 FIRE ALARM 1 #12 600 W C #10 SITE LIGHTING 20 1 42 43 1 20 CH#1,EF#1,#2,#3,#4,#5,#6 7 #12 800 W A 1,200 W #12 1 MAU#1 20 44 3 416D] 48 451 1 20 MD, WH#1,#2,#3 4 #12 360 W 8 471 1 20, UH 3 #12 360 W C 49=1 201 BOILER #12 360 w A SPARE 20 LL[ 50 REMARKS: 1- PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND BUS CONNECTED LOAD 3o KW PANEL 1 TYPESURFACE MAINS CU. 100 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120/208V,30,4W & GND M. L. 0. FEEDER SEE RISER El l ASSIGNMENT #A mum 'A imall A SSIGNMENT oil W;10141�1111111111lu Ty 11 1 06 HAND DRYER -man 106 HAND DRYER -man a a a �,l� 110 HAND DRYER num 110 HAND DRYER SOLARIUM REC MEM SOLARIUM REC 104 OEM HALL REC 102 mum mum i HALL REC 102 Imam momHALL REC 102o ®E•, r�����mam Mao� HALL REC 101 0 MEE3 ,Imam HALL REC 101 a 0*A'MJ* Main lummul-11 LIE: 3 a a mum E3EMGEN ACCESSORIES 1114-120" ACCESSORIES tl�1111111OIIERSMZI ME13 13M M GEN ACCESSORIES --a ERING REC iMEM GEN ACCESSORIES MUSE nmlf-Ts� E-CATERING REC -imam CATERING— REC- imam a CATERING REC OEM BASEMENT REC a # NERIIIIIIIIIIIIII MEE3 OEM BASEMENT REC a ME93 OEM a ow, a Mugs REMARKS: 1- PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND BUS CON-NECTED LOAD KV� PANEL2 TYPE RECESSEDMAINS CU. 100 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120/208V,30j4W & GND M. L. 0. \Z FEESEE RISER• DER ASSIGNMENT CABLE MIN. #12 GA. THHN CU. WIRE CABLE MIN. #12 GA. THHN CU. WIRE ASSIGNMENT R-M-204-REC 201 HAND DRYER HEM RM 204 REC wl-ol We] a man HEM� RM 204 REC OOOjkvqIOm a' 218 - HAND D - RYER--- Bum CLASSROOM 202 REC EG#!En '!# E umm man noo CLASSROOM 202 R a CORRIDOR -REC MEM• !LOUNGE 202 REC _ __ E �®�� �o mum [OEM LOUNGE 202 RECo USE�� ■ mum OEM LOUNGE- 202 REP■ a mum mum RR MEETING M 217 EC . . . . . . . . �=EUMIM Irtilloolm mum MUM MEETING RM 217 R a UECf # E 0 mulo momMEETING RM 217 REC JRE�� a Balm 13MIO IREM MEETING RM 214 REC a 13EM 13NO MEETING RM 214 RIECAU *4 U1111111111111111111111 M MTG RM FL EMEM MEETING RM 214 REC I a -me ITT= : --BOX____ MTG RM FL BOX MEEI mom OFFICE 216 REC#io - # �,® ' ' Maio mum; 210 REC mum momOFFICE ! ! ' u �. , ■ MT G RM REC 1111IMEE3 a ��EBER�E urfulcolsoll MEE3 EMEM a MEF3 BEIR MTG RM MILLWORK a RM MILLWORK MUM iMTG RM MILLWORK MTG RM MILLWORK i 1. PROVIDE WITH HINGED LOCKABLE COVER. i REMARKS: CU. GRO ND BUS CONNECTED LOAD Kwi PANE L EM2 TYPE SURFACE MAINS CU. 60 —AMPERES FED BY 50 AMP VOLTAGE 120/208V, 10, 4W & GND 000 "GENERATOR SMART MODULE 99 FEEDER SEE RISER 1AC OR MC CABLE LOAD ASSIGNMENT MIN. #12 GA. THHN A ASSIGNMENT C RE U. WI MINI AC#2, AC#5 AT 2 K ME 1 ME WTI 2 1 man 01ML AC#6, AC#8 12 ATQ_��■�■ � man il 1 2 K%H n ■ ME. Bum - a 0 a :. mum MEM mum REMARKS: 1- PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND BUS CONNECTED LOAD 11 KW (CONNECTOR) 6KW (DEMAND) 11 KW (CONNECTOR) 6KW (DEMAND) A R C H I T I C T U R 11 I p c . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE RYE BROOK, NY 10571 DATE ISSUE TO PR DG do NO DATE REVISIONS BY �h�wr& PROS NO.: 21524 SCALE: NOTED DRAWN BY: 6Z DATE: 24-APRL-18 E 104 ra ELECTRIC DESCRIPTION &/OR SPECIFICATION FOR MORE MATION .. �r PENDANT TYPE LIGHTING FIXTURE & OUTLET W4 MOM 0 a EXIT LIGHTS WITH OUTLETS- BACK MID, CEILING & DIRECTIONAL TYPE 1 i'INFO DESCRIBED ► �, •• a. • a a.. a- THREE-WAY 20A, TOGGLE SWITCH, DECORA STYLE MOTION SENSOR SWITCH. SENSOR SWITCH jWSD-PDT2P COMBINATION aTHREE ► RAISE/LOWERSYSTEM CONDUITa xa IN CEILINGS a- HUNG CEILINGa. ►Q. ► a cQ . FIRE ALARM SIGNAL VISUAL ONLY TYPE �� s• ► a • ii •Amgtlf av pCEILING SMOKEDETECTOR PHOTO ELECTRIC TYPE u� {}� Ducr MOUNTa DETECTOR ■��� i y s• � • s• a f a QUAD RECEPTACLES (2 DUPLEXES) SPLIT CIRCUIT. SEE LEGEND FOR RECEPTACLE SPEC. IN BACKBOX AND RACEWAY FOR CAMERA A/V OR SECURITY RACEWAY PASS THROUGH 2* EWT WITH DRAGUNE SPECIAL PURPOSE. 25w RECEPTACLE -- a a t •s• • a a' JUNCTION BOX a MAKE ALL REQUIRED CONN. TODESIGNATED EQUIPMENT— tea► a INTENDED USE. UNFUSE WHEREREQUIRED ALL H.D. TYPE EXCEPT 9 'k EXTERIOR MOTOR- NUMBER DENOTES HORSEPOWER Q �. a ..'a•! a sa IVWIPMA.LwIJAND WIRED 0 Q a a• a•s- s► i -a• a •• a•s• s► DATA OUTLE T WfITH 1 C.O. TO iaO. i TEL OUTLET WITH 1 C.O. TO i•a• �. CEILING MOTION DETECTOR ABBREVIATIONS PLUMBING SUB CONTRACTOR e� s s• a a• iiiriiii� a- s. x Ilk '' .. r ► a ® :i ii a1• � a 'a •' 1 a a � a a' XI 1 . • �• ► s • a► a a• s► a i • �ri�� li/lf a �• ► ® •+' a �1}�!� (4) #3, #6 GND THWN CU 1-1/4* EMT.0 TO REFEED PAVILLION (3)#3,#6 GND THWN CU 1-1/4- EMT.0 �gE FEED TO EXISTING ��_ _JJ'� PAVILLiON TO REMAIN i INTERCEPT/SPLICE EXISTING FEEDER TO NEW MDP f iJ 400A MDP BOND NEW PIPING TO yLT-1E TVSS SERVICE GROUND l EXISTING 400A SERVICE DISCONNECT (4) 500 KCMIL, 1 /0 GND THWN CU, 4" EMT.0 POWER RISEN NOT TO SCALE A 1-11 - rijxvzmmzmmq! 1. ALL WORK SHALL COMPLY WITH THE STATE'S ADOPTED NFPA AND ADOPTED NEC WITH LOCAL SUPPLEMENTS. 2. WORK PERFORMED SHALL BE UNDERTAKEN WITH PRECAUTION BEING MAINTAINED TO ENSURE SAFETY OF PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK PROCEDURE. 3. WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED IN FIELD. LOCATE NEW CONDUIT RUNS TO CLEAR EXISTING AND NEW PIPING, DUCTWORK, ACCESS DOORS AND OTHER OBSTRUCTIONS. COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE NECESSARY TO AVOID INTERFERENCE. 4. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AND INSTALL AT EACH END AND IN INTERMEDIATE PULL/JUNCTION BOXES, CABINETS, HOUSINGS, ETC. INDICATE ON TAGS, LEGIBLY, MINIMUM 1/4" HIGH LETTERS, THE POINTS OF ORIGIN AND TERMINATION OF EACH CIRCUIT. INCLUDE DATE OF INSTALLATION. 5. WHEN PORTION OF AN EXISTING CIRCUIT IS TO BE REMOVED OR IS ON WALL BEING REMOVED, CONTRACTOR SHALL MAKE NECESSARY MODIFICATIONS AND/OR ADDITIONS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY OF UNCHANGED PORTION. 6. VERIFY EXACT LOCATION OF EQUIPMENT, SHOWN OR NOT SHOWN, IN FIELD PRIOR TO PERFORMING ANY WORK. 7. VERIFY IN FIELD THAT ANY EQUIPMENT AND WIRING TO BE REMOVED DOES NOT SERVE ACTIVE EQUIPMENT TO REMAIN PRIOR TO DISCONNECTING/ REMOVING. 8. INSTALL CONDUIT RUNS AS CLOSE TO CEILING DECK AS POSSIBLE. PROVIDE REQUIRED CONDULETS, ELBOWS, FITTINGS, OFFSETS, AND PULLBOXES. 9. CONDUITS SHALL BE PROPERLY SUPPORTED FROM CEILING DECK ABOVE. NO CONDUIT SHALL BE SECURED TO, SUPPORTED BY OR HUNG FROM DUCTWORK OR PIPING OR OTHER SUCH ITEMS. 10. PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. 11. PROVIDE SLEEVES FOR RACEWAYS PIERCING FIRE RATED WALLS, FLOORS, AND OTHER CONSTRUCTION OBSTACLES. 12. APPLY LABELING ON CONDUIT FOR BUILDING ALARM CIRCUITRY AT INTERVALS OF 20 FT. 13. CONDUCTORS IN PARALLEL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE CODES. 14. PHASING OF ELECTRICAL WORK SHALL COMPLY WITH "PHASING OF THE WORK" AS DESCRIBED BY ARCHITECT. 15. PROVIDE BLANK COVERS ON ABANDONED OR UNUSED OUTLET BOXES. 16. MAKE FINAL CONNECTIONS FOR MOTORIZED EQUIPMENT OR EQUIP. SUBJECT TO VIBRATION, WITH FLEXIBLE RACEWAY. 17. IF ANY DEVIATIONS/VARIATIONS ARE DISCOVERED BETWEEN FLOOR PLANS AND CONNECTION DIAGRAMS, THE CONTRACTOR SHALL PROVIDE FOR THE MOST EXPENSIVE SITUATION WITH CREDIT SUBMITTED, SHOULD THE LESSER AMOUNT BE REQUIRED. 18. WHERE THE PLANS DO NOT INDICATE THE BRANCH CIRCUIT WIRING AND CONDUIT FOR FIXTURES OR OUTLETS NOR THE CONDUIT SIZE FOR FEEDERS. PROVIDE THE CORRECT WIRING QUANTITY AND SIZE, INSTALLED IN CONDUIT, AS REQUIRED BY THE INDICATED CIRCUITRY AND THE NATIONAL ELECTRICAL CODE WITH LOCAL SUPPLEMENTS. 19. PROVIDE IDENTIFICATION ON EACH FACEPLATE, DISCONNECT SWITCH, PANEL, ETC. IDENTIFICATION OF WIRING DEVICE FACEPLATE SHALL CONSIST OF PANEL DESIGNATION AND CIRCUIT NUMBER OF DEVICE AS CONNECTED, UTILIZE BROTHER 'P-TOUCH' TYPE MATERIAL ADHERED TO FACEPLATE. IN HIGH FINISH APPLICATION, LABEL MAY BE BEHIND PLATE. 20. NEW SYSTEMS SHALL BE MADE OPERATIONAL AS SPACES ARE ACCEPTED, PROVIDE PERSONNEL, TESTING, SCHEDULING AS REQUIRED. INCLUDE COST IN BID. 21. LOCATIONS OF OUTLETS ARE APPROXIMATE AND FINAL LOCATION SHALL BE AS DIRECTED BY THE ARCHITECT. VERIFY ALL LOCATIONS BEFORE INSTALLATION. NO EXTRAS WILL BE ALLOWED FOR CHANGES UP TO 10'-0" FROM LOCATION SHOWN ON PLAN PRIOR TO ROUGH -IN. 22. REFER TO THE MECHANICAL/PLUMBING/KITCHEN EQUIPMENT APPROVED SHOP DRAWINGS AND WIRING DIAGRAMS FOR POWER, CONTROL AND ALARM WIRING CONNECTIONS. OBTAIN NECESSARY POWER, CONTROL AND ALARM WIRING REQUIREMENTS FROM MECHANICAL/PLUMBING/KITCHEN SUB -CONTRACTORS PRIOR TO BID AND INCLUDE IN BID. 23. CIRCUIT NUMBERS ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE POSITION ON THE PANEL BOARD. CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THE RECEPTACLE CIRCUITS NEAR THE TOP OF THE PANEL AND THE MORE HEAVILY LOADED CIRCUITS NEAR THE BOTTOM. BALANCE ALL CIRCUITS EVENLY BETWEEN PHASES SO THAT FEEDER WIRES CARRY APPROXIMATELY EQUAL CURRENT. REBALANCE IF NECESSARY. 24. ALL WORKS, MATERIALS, CIRCUITRY, AND COORDINATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE. 10 PROVIDE GENERAC MODEL# RG022 BRAND 22KW, 120/208V, 30, 4W STANDBY NATURAL GAS PADMOUNT GENERATOR WITH — ALUMINUM ENCLOSURE - SOUND ATTENUATED ENCLOSURE (70dB & 7 METERS - FULL LOAD (61 dB & 7 METERS - EXERCISE) - 300,000 CFM CONSUMPTION AT FULL LOAD PROVIDE PAD, EXCAVATION, BACKFILL, RIGGING, TESTING 5 YR PARTS/LABOR WARRANTY I> PROVIDE LEVITON TVSS #51120-3 200A I GENERATOR ACCESSORIES K (10) #10, THWN Cu PLUS GND CONDUCTORS, 2" PVC C. PLUS 2" PVC WITH CIRCUITRY. 4) 3/0,#4 GND THWN CU GENERATOR START/STOP ((6) #14 Cu THWN) 2" EMT.0 (4) #1/0, #6 GND THWN CU 1-1/2- EMT.0 1 ST FL 1ODA PANEL 200A E PNL 1 EM2 EM1 25OA SDAMP (10) ATSA �(4) #2, #8 GND PNL LOAD MANGEMENT 2" PVC, SCHED 40 WITH MODULE SCHED 80 ELBOWS CELLAR (3) #4, #8 GND THWN CU, 1 " EMT,G (4) #3, #6 GND THWN CU 1-1/4- EMT.0 (4) 250, #2 GND THWN CU 2-1/2" EMT.0 L I G H T I N G F I X T U R E S C H E D U L E FIXTURE SYMBOL DESCRIPTION MFG. CATALOG NO. LAMP DATA INFO. VOLTAGE MOUNTING REMARKS TYPE L1 UTILITY FIXTURE3,000 LITHONIA#WL4-30L-EZI-LP35 LED 3,500K LUMENS, 29W 120V SURFACE L2 {— UTILITY FIXTURE UTHONIA# WL2-22L-EZ1-LP35 LED 3,500K 2,000 LUMENS, 21 W 120V SURFACE L3 �- UTILITY LITHONLA VTL4-30L-ADP-EZ1- 835-EL7L-DGA1 LED 3,500K 120V RECESSED EL7L, DGA14 WHERE REQUIRED FIXTURE C 2,800 LUMENS L4 2x2 RECESSED LITHONIA# 2WRTL-G-L24- 5,OOOLM-OAW-AFL-120-EZ1-40K-80CRI-BE LED 5,000 LUMENS 4,000K, 42W 120V PENDANT PS1050 WHERE REQUIRED 8' DIRECT/INDIRECT MARK LIGHTING# S2LID-8FI-WRD- 2 600 tUENS UP L5 PENDANT I-N-35 EZB SCT 2R6 LUMENS DOWN 120V PENDANT 0-10V DIMMING 120-N 1 OO-2-N-35-BW 12W FT 4' 4 DIRECT/INDIRECT MARK LIGHTING# S2UD-4FI-WRD- 2 600 LUMENS UP L5A PENDANT I-N-35-EZB SCT 2,t�66 LUMENS DOWN 120V PENDANT 0-10V DIMMING 120-SLV-NlOO 12W FT L5B ARCHITECTURAL SL2L-LOP-4FT-FLP-GB-8OCR1-35K- 2 600 LUMENS UP 2,t�66 DOWN 120V PENDANT 0-10V DIMMING LIGHTING 4000LMF-MINI-120-NLIGHT 1 �ENF,ST DIRECT/INDIRECT INDIRECT PEERLESS LIGHTING BRM9L-LLP- *FT-MSL8-80CRI-35K-1 PROVIDE FACTOR "L" CORNER FOR L6 PENDANT PE DI-30OLMF 500 LUMENS, 19W3500K 1,, 120V FULL SQUARE/RECTANGLE ASSEMBLY. —70/30-MINI-NLIGHT-120-SCT-C110-F2/24A , , NUGHT ENABLED L7 O DOWNLIGHT GOTHAM-EVO-35/15-GAR-WD-LD-M-EZ1 LED 3,000 LUMENS, 37W 120V RECESSED 0-10V DIMMING L7A O GOTHAM EVO-30/15-6AR-WD-LD-M-EZ1 LED 1,500 LUMENS, 3,50OW 120V RECESSED L8 Oa DECORATIVE AMERICAN GLASS LED 90CRI 120V SURFACE PROVIDE RECESSED BACKBOX SCONCE COMPANY FALCON 063-S19 3,000K, 12W, 850 LUMEN 0-10V DIMMING L9 DECORATIVE SURFACE AMERICAN GLASS LED 90CRI 3,OOOK, 3,210 LUMEN, 36W 120V SURFACE PROVIDE RECESSED BACKBOX 0-10V DIMMING COMPANY# FALCON 111-351-FL-36 DECORATIVE AMERICAN GLASS LED 90CRI 120V SURFACE PROVIDE RECESSED BACKBOX L9A PENDANT COMPANY# FALCON 111-351-P-36 3,210 LUMEN, 36W 0-10V DIMMING L9B DECORATIVE AMERICAN GLASS LED 90CRI 120V PENDANT PROVIDE RECESSED BACKBOX PENDANT COMPANY# FALCON 111-351-FL-48 3,0001K, 5,830 LUMEN, 75W 0-10V DIMMING L10 Oa DECORATIVE AMERICAN GLASS LED 120V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY LASZLO 350-S-27 3,OOOK, 20W 0-10V DIMMING L11 MEETING ROOM WINONA LIGHTING LED 3,OOOK, 120V WALL PROVIDE RECESSED BACKBOX INDIRECT 2' NLAWC801 L-1NT-ALUWI-35K-MVOLT-N100-CA-ALP 2,060 LUMENS, 24W 0-1 QV DIMMING L11A -� ��----••--�- MEETING ROOM WINONA LIGHTING# LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX `tom' , INDIRECT 3 LAWC801L-INT-ALIANI-35K-MVOLT-N100-CA-ALP 3,090 LUMENS, 35W 0-10V DIMMING L11B MEETING ROOM WINONA LIGHTING LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX r INDIRECT 4' LAWC801L-INT-AUANI-35K-MVO-N10O-CA-AIP 4,121 LUMENS, 47W 0-10V DIMMING L11 C MEETING ROOM WINONA LIGHTING# LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX INDIRECT 8' NLAWC801 L-1NT-ALWNI-35K-MVOLT-N100-CA-ALP 8,242 LUMENS, 94W 0-10V DIMMING r L120 DECORATIVE AMERICAN GLASS LIGHT LED 3,OOOK, 120V PENDANT PROVIDE RECESSED BACKBOX 0-10V DIMMING PENDANT COMPANY# FLUTTER# 427-P-27 90CRI, 38W, 3,210 LUMENS HEIGHT DETERMINED WITH ARCHITECT L13 Oa DECORATIVE WINONA LIGHTING T5 BIPIN 120V PENDANT PROVIDE RECESSED BACKBOX SCONCE LUCA-5950-*V5950-REC-SEE MOD-120-FCA-LSO-MOD LED RETROFIT ELV DIMMING. PROVIDE MOD FOR LED L14 0 0 o DECORATIVE PENDANT AMERICAN GLASS LIGHT COMPANY DINNER'S READY III- # 164-P-28 LED 3,OOOK. 9OCRi. 2,980 LUMENS, 38W 120V WALL PROVIDE RECESSED BACKBOX 0-10V DIMMING 0 L15 04 DECORATIVE AMERICAN GLASS LIGHT LED 850 LUMENS 120V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY JESSIE 11-821911-FCS-LED 90CRI, 2,700K, 12W 0-1 OV DIMMING L160 DECORATIVE AMERICAN GLASS LED 3,00OK 120V PENDANT PROVIDE RECESSED BACKBOX PENDANT LIGHT COMPANY-AVA-840124-P6-LED 90CRI, 2,776 LUMENS, 34W 0-1OV DIMMING L17 o LED FLEX JUNO FLEX CURRENT SL412-24FT-30K-80CR1-SMI-FR-SA(SL CUTTER, LED 120V 0-10V DIMMING WITH CHANNEL SL CUP) (4 -0-10V DIMMING DRIVERS 3,OOOK 4.4W fFT�, 3.00OK L18 DECORATIVE WINONA LED POPS07 LED 4W 120V 0-10V DIMMING 6 PUCK 0-10 DIMMING DRIVER L19 DOWNLIGHT LED 24W 120V RECESSED NUGHT LINEAR MARK ARCHITECTURAL LED 3,OOOK L20 RECESSED LIGHTING# FINL 1,663 LUMENS, 46W 120V RECESSED NUGHT 8FT-4D-H 30 AD-120-FF-N100 �1 Oa DECORATIVE AMERICAN GLASS LIGHT LED 12K 120V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY DUNCAN-082-S 3,OOOK, 90CRI 0-10V DIMMING L22 0 IN -GRADE HYDREL, PARADOX# PDX10-55-18LED- LED 14K GRADE LUMINAIRE WHT41 K-MVOLT-WFL-FLC-345-FRF/RG 1,700 LUMENS L23 TO BE DETERMINED 120V L24 ® EXTERIOR LITHONIA# SXF1 LED- LED 4,OOOK 120V WALL PROVIDE RECESSED BACKBOX FLOOD P2-40K-WFL-YKC62-DWHXD 42W, 5,500 LUMENS 0-10V DIMMING L25 Oa EXIT SCONCE AMERICAN GLASS LIGHT LED 3,OOOK MED BASE T-10 120V SURFACE PROVIDE RECESSED BACKBOX COMPANY# SPUTNIK FLUSH-63-P 15W, 1,500 LUMENS 0-10V DIMMING L26 ® EXTERIOR LITHONIA# DSXF3LED-6 LED 4,000K 120V SURFACE PROVIDE RECESSED BACKBOX FLOOD P2-40K-MVOLT-WFL-YKC62-DM6-DWHXD 183W 0-10V DIMMING L27, T1 9 TRACK/FIXTURE EUTRADC-230 SERIES I.£D. 12W 120V SURFACE DMX CONTROL FIXTURE-ETC-LEDMINI-50 L28 UNDERCABINET JUNO LIGHTING UPLED09-30K-80CRI-SL-BLANK LED 3,00OK 5W/FI, 300 LM/Ff 120V RECESSED LITHONIA# DSXBLED-I6C Ell -530-40K-SYM- 1 20-PE-DDBXD LED ACCESSORIES 0 BOLLARD ACCESSORIES (ALL FIXTURES) OOOK 120V BOLLARD JC3, 171NBL, UDWMBL. B1 GF (ONLY) WITH OPTION JC 171NBL, UDWMBL FG FOR INTEGRAL GFCI RECEPTACLE ACCESSORIES B1-GF P1 POLE MOUNT FIXTURE AND POLE AND LITHONIA# DSXO LED-4OK-P2-T5M-MVOLT-SPA-PIR- LED 49W 120V SQUARE - MOTION SENSING, AUTO DIMMING i ? FOUNDATION DL L127-F1.5JU 4,OOOK POLE - CONTINUOUS POWER TO FIXTURE P 4 UTILITY/PIT LIGHT ECONOLIGHT E-VT 900 DLUMENS 120V SURFACE PROVIDE RECESSED BACKBOX L29 0-> FLAG POLE LIGHTS HYDRELL LIGHTING LED-19W, 1000 LUMENS 120V IN GRADE PDX10-18LEDNSP 3000K EXIT §� EM EDGE LIT EXIT LIIHONIA LPR-W-2-GMR--12O/277-EVN LED 120V SURFACE PROVIDE RECESSED BACKBOX E XY3/M COMBO EXITf EM UTILITY LITHONIA ECBG LED MG LED 120V SURFACE PROVIDE RECESSED BACKBOX Y SPACES ONLY L33/EM 4be TWO HEAD EM FIXTURE LITHONIA # ELM2-LED-HO LED 120V SURFACE PROVIDE RECESSED BACKBOX NOTES 1. LED FIXTURES SHALL BE LM70 MINIMUM RATED, 50,000 HOURS MINIMUM. 4. EXACT LOCATION OF FIXTURES SHALL BE DETERMINED BY ARCHITECTURAL REFLECTED CEILING PLAN 2. SUBMIT D.O.E. LIGHTING FACT SHEET FOR ALL FIXTURES AND APPROVED SHOP DRAWINGS. VERIFY CEILING TYPES, PRIOR TO SUBMITTING FIXTURES. 3. PROVIDE FIXTURES WITH NECESSARY TRIM & ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 5. COLOR & FINISHES SHALL BE AS SELECTED BY ARCHITECT. INTERIORS A R C H I T E C T U R E p C 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 Slop :URAWFORD MAi\4 RENOVATION/ALTERA 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 446/2m FOR NQ DATE REVISIONS BY j i BY EXISTING 400A K.A.I.0 MIN. RATING. ! i 0 FUSED DISC SWITCH 0 FEEDER SEE RISER I LOAD 0,1111ASSIGNMENT - - ASSIGNMENT ! WATTS 1i i i PANEL EM21 © • • I RISER + + +STANDBY ATS WITH n !! SEE RISER ! ! El ELEVATOR (SHUNT TRIP) ® © mom 11 * ` P ® , ` • • y KW (DEMAND) • f r °°• 1 0 ® BENI p 'PANELSEE m RISER (THEATRICAL LIGHTING AND RECEPTACLES) ®. oil 1. PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND BUS CONNECTED,REMARKS: VOLTAGEPANEL 3 (THEATRICAL LTG) TYPESURFACE MAINS CU. 60 AMPERES K.A.I.0 MIN. RATING 10 0f : f, r , i RISER FEEDER oil 1SSIGNME-----A !' ♦ MLOADSIGNMENT el •. 4 Hum man Hum a moo MEMEWS24 ® • ° ° ® • ° © a M® mum mum • o�® • •° ® - mEm MUM mum ®®��i���c� .° ■��� • mom EMU -•• ■ n ■ -•- mi» s :REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND • CONNECTED LOAD • KW I♦ T rTPTr,AT PArVA, IT Q_ r st u fi a NCO TAG PACKAGE ## LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION NANTITY TYPE I 7 I H.P. IVIILTI FLA 2 SC-1111I0FP tJntl Mount In SS Box 03 - LitlGt Caloihe E Left 1 Light 2 Fan Snort Contr&s Thermos-Eatic Controi Exhaust L 1�MD0 IL5 9.0 SupptY L 1,061 1L5 4;9 Ntt 3221416 ruAME PRIMARY CONTROL ., 4 BREAKER IPH 121) V -- -- - - S 15 AM"TROL POWER DO F TO SHUNT TRIP BREAKS 6: 1ST HOOD LIGHT BREAKER SHAR CONTROL POWER, SWITCH 41- 7 BREAKER IPH - -- - 115 V--- --- MCH: IL,2 A Ex+i---- --- - g MoCP} atI A 9 BREAKER IPH - --------------- 115 V---------- --- _- - _ MCN 112 A t � -- --- JUi�-`. v MOCP, 2D A 01 l oad W{eanr� --LEA_ r jai --- .PANT G-1 Nwrjm----------- WIRE DIRECT G(J -__ �•4- --- ___�. TO STARTER. 5 FAN, az Loa(d'W�i}rng _Lccrlf19I -- _dTf nLdcu t_NEUTB --._ - - y. UIi[TF GPJ ---gK`a-----.gym.__._ A VIRE DIRECT WrRE TO FACTORY TO STARTER PROVIDED CONDUIT I)RUP ti E EKH-I Loran HPI two vu- m WIRE TO DISCONNECT. SUP-2 rLAq9 Ims nits u By CONTROL,wo - IZW 1 Phose m/ Controt far 1 TI—Mast6'kladlty Lantrdlti P R TO FIRE SYSTEM 1 T1 [NORMALLY MICROSWITCH VIIRREE ACRS S . O CLOSED f27. Cl TO ARI SHOULD HAVE MS-1 4,N0.5l CDNTIhlUITY 4-- ARMED.------ IF MORE THAN ONE - -- � MS-2 "FIND p{ FIRE SYSTEM, WIRE IN CCRIES ASp SHOWN L I 4NC� i Lid -------:--.--__.-.---- ----.--J 11N7'RDL PANFL WIRE DIRECTLY TO CONTROL BOARD NMI ,TO C€t7-5 'CONNiCTf5 i REMOTE MOUNTED PLACE END OF LINE PLUG IN EMPTY JACK PN EOLI?OA EO 2flA SwIrCH£s AJNI ICUL rn1vLL{..2-til t.,r - - - - - - - - - -- -- - ro- idh - - - - - - -- -- HOOD LIGHTS ---- -----_ 1400 w MAX WIRE TO J-BOX ON TOP OF HOOD. ;IiTTROL PANEL -----------------------t l t TO TWIRE ^ "0 CO-NTRi]L aOARD, INSiALT -----I ROOM TEMP :ITCHEN TEMP SENSOR IN ROOM AVAT FROM HEAT SENOR SOURCES, DO NOT INSTALL SENSOR ,ON.THE'CEILING-GRID, SEE MANUAL: I01 PANEL =----------------- --- T TQ -HOOT 1 1TRE TO CDVTRLL BOARD._- APTL)RE "�/OL:1 SEN`DR MIUNTED IN HODD CAPTORS I CAPTURE I SEN; pR YOLUME, THE FM.LMnNG CONNECTIONS MAY OR "FIAT NOT HE REQUIRED BASED ON Ji1BSiTE SPECirICATton !ONT OL 'PrANEL - - - _ HOT TO SHuNr C0I NEELTRAA_F�gl aHijN Q4 SIGNAL FOR �� - --- EXTERNAL 5T TERMINAL IS ENERUIZED Sf-UNT TRIP IN FIRE CONDITION. 'ONTROL PANEL -- - -- -__ C( PIDRMALLY OPE SPARE FIRE -SPAR£ CONTACTS LULL MAKE C2 TI .SYSTEM DRY tAR2 WHEN SYSTEM IS ARNEM THEY CONTACT AREorJ''EIInPD£D�3ASfPErEQUIPMIENT L I Supply Fen, E1h.uxt on Iln"Fire, llg ,out in Firs, Panfsa "Dn.roff PE 52ri66P` shl(SIfBd. IQd$Q {'fir. 1:046 IN5tdQC'tildn. BMS SidITCN CONTROL PANE -=---------------_-qDI-C�Dj TO-------- ----------------- EXTERNAL SIGNAL SWITCH THROLIGH BMS WILL ACTIVATE ZONEI FANS AND SWITCH LIGHT$ NOT .• Indicated between equi i-Coordinm. '. .ar r ,ap ar, nal s: pproved a wings pto commencing. 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED FIRE ALARM VENDOR IN BID. OPEN SYSTEMS INC., OR AS APPROVED. 2. NEW FIRE ALARM EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO; - NEW ADDRESSABLE FIRE ALARM PANEL. - NOTIFICATION POWER SUPPLY. - DIGITAL MODEM FOR SPECIFIC ALARM REPORTING TO CENTRAL STATION MONITORING. - ALL REQUIRED AND INDICATED ALARM INITIATING AND NOTIFICATION DEVICES. - ADA COMPLIANT STROBES AND HORN/STROBES WITH SYNCH MODULES. - ADDRESSABLE SMOKE DETECTOR. - CONVENTIONAL FIXED TEMP, 1357 HEAT DETECTORS. - ADDRESSABLE CARBON MONOXIDE DETECTORS. - ADDRESSABLE COMBINATION SMOKE/CO DETECTORS. 3. ALL WIRES SHALL BE PLENUM RATED FIRE ALARM CABLES. ALL WIRES SHALL BE RUN AS INDICATED ON RISER 4. SEE FLOOR PLANS FOR EXACT QUANTITY AND LOCATION. 5. PROVIDE SHOP DRAWINGS. SHOP DRAWING SUBMITTALS SHALL INCLUDE; - FULL FLOOR PLANS WITH DEVICE LOCATIONS AND ADDRESSES. - SYSTEM RISER AND CONNECTION PLANS. - DEVICE CUTS. - TEST REPORT. 6. PROVIDE ONE YEAR FULL SERVICE WARRANTY WITH PARTS AND LABOR COVERED. 7. TEST REPORT SHALL INCLUDE TESTING OF ALL DEVICES AND FULL SEQUENCE OF OPERATION. DOCUMENTATION SHALL INCLUDE ALL STEPS AND ALL DEVICES TESTED. FIRE ALARM SEQUENCE OF OPERATION ALARM INITIATION BY ANY SMOKE DETECTOR, WATER FLOW, CARBON MONOXIDE DETECTOR HEAT DETECTOR OR PULL STATION OR OTHER INITIATING DEVICE SHALL ACTIVATE; - ALL BUILDING HORN/STROBE AND STROBES. - ANNUNCIATION AND RECORDING AT FRCP. - SIGNAL TO REMOTE CENTRAL OFFICE MONITORING. TROUBLE INITIATION BY ANY DEVICE SHALL ACTIVATE; - ANNUNCIATION AND RECORDING AT FIRE ALARM CONTROL PANEL. - SIGNAL TO REMOTE CENTRAL OFFICE MONITORING. - CARBON MONOXIDE ALARMS SHALL BE A UNIQUE TONE. " ALL STUB UPS AND VERTICAL RACEWAYS SHALL BE EMT CONDUIT WITH COMPRESSION FIRINGS. 2. IN ATTIC RUN CABLE SEPARATELY SUPPORTED FROM STRUCTURE. ANY CABLE BELOW 8' FROM FLOOR SHALL BE IN EMT CONDUIT WITH COMPRESSION FITTINGS. 3. ON FIRST FLOOR AND SECOND FLOOR RUN ALL CABLES IN EMT CONDUIT OVER GYPBOARD AND CABLE SEPARATELY SUPPORTED OVER ACCESSIBLE CEILINGS. 4' IN CELLAR RUN ALL CABLES IN EMT CONDUIT WITH COMPRESSION FITTINGS TO WATER SERVICE �.....� `� s rr LI.-NOT TO SCALE -.L 0 r I ali RIDGE r YE BROOK, NY 10573 DATE ISSUE TO PR DG 4/264M FM W NO I DATE REVISIONS BY ELECTRICAL :FIRE ALARM RISE !!AND NOTES a BIQUAVIA 106 14 ,wc/sv, I2 AN17S. OR tit CONTROLZONE" u 12 AWG/75•. OR LARGER 1W"Zi #CiIASS i WIflItiG12 AWG/75, OR LARGER CAT 5 PATCH CMI PLENUM RATED (iYPEA) Y •i } i A. f• a a,fnl } Y rf.•r:a f•« i 9 nUGHT 16A EM POWER PACK WiH O-IOVDC DIMMW W" Jr KO REQUIRES 120VAC127NAC: UL924 LI 0 C8 AN LASS 1 OR 2 WIG OUT TO RAAD DESCRIPTKIN: nUGHO 18A POWER PACK WiTH O-IOVDC DIMMNO WRH )r KO REGT1RES 12NACIVNAC EM SOURCE (GE 18 MG CLASS 1 OR 2 WWG i I } •+..9• - Y + c c i s � I T24 2013 COMPLIANT SEQUENCE OF OPERATION: 1. OCCUPANCY SENSOR PROVIDES AUTOMATIC ON/OFF OF LIGHTS BASED ON ROOM OCCUPANCY ( USE DEFAULT TIME DELAY FOR OCCUPANCY SENSOR) . 2. nPODM 2P DX SWITCH PROVIDES MANUAL OVERRIDE OF THE LIGHTS: ON/OFF/RAiSE/LOWER. 3. WHEN NORMAL POWER IS LOST, ALL nPP16 DER POWER PACK (S) SHALL SHUNT CLOSED; THEREFORE LIGHTS CONTROLLED VIA nPP16 DER POWER PACK (S) WILL REMAIN ON AS LONG AS DESIGNATED GENERATOR/INVERTER POWER IS ACTIVE. nLIGHT SYSTEM NOTE: 1. OCCUPANCY SENSOR IS CAPABLE OF DOING PARTIAL ON AND PARTIAL OFF AS PROGRAMMED ON SITE. PROVIDE IN SPACES WHERE REQUIRED SUCH AS CORRIDORS AND STAIRWELLS. LIGHTING CONTROL/ SEQUENCE OF OPERATION AUTOMATIC ON FROM LOCAL SENSORS. —MANUAL OFF FOR MAINTENANCE PURPOSE ONLY. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. TOILET ROOMS. STORAGE ROOMS ALL FLOORS —AUTOMATIC ON FROM LOCAL SENSORS —AUTOMATIC OFF FROM LOCAL SENSORS —MANUAL OFF FOR MAINTENANCE PURPOSES —STORAGE ROOMS, EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS(WHERE INDICATED) —TOILET ROOMS, EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER. OFFICES —MANUAL ON, AUTO OFF FROM WALL SENSOR WHERE INDICATED. —MANUAL ON, AUTO OFF FROM WALL SWATCH AND CEILING SENSOR WHERE INDICATED. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. K[[QHEN -MULTIPLE SWITCHES, MANUAL CONTROL. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. OPEN STAIRS 1 ST FLOOR TO 2ND FLOOR —MANUAL ON, MANUAL DIMMING, MANUAL OFF. FIXTURES STAY ON TILL PRE—SET TIME. SENSOR OVERRIDES TIMER TO KEEP LIGHTS ON. —EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER CLOSED STAIRWAYS —AUTO ON, MANUAL OFF FOR MAINTENANCE PURPOSES ONLY. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. 1STEWOR EVENT SPACES —MANUAL ON, MANUAL DIMMING, MANUAL OFF. FIXTURES STAY ON TiLL PRE—SET TIME. SENSOR OVERRIDES TIMER TO KEEPS LIGHTS ON. —EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER 2ND FLOOR EVENT SEMES —MANUAL ON, AUTO OFF FROM SENSORS. MANUAL DIMMING.. —EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER 1ST FLOOR HALL THEATRICAL Lim ING MMM' —SEPARATE STANDALONE DMX SYSTEM. DMX HEAD END PROCESSOR BY OWNER. —DIMMING(0-10V)-- ACUITY #NPP16(D) —DIMMING(0-10V) WITH EM INVERTER BACKUP-- ACUITY #NPP16(D)ER —DIMMING ELV(INTERFACE TO 0-10V) PLUS BRIDGE --ACUITY# NSP5 PCD —LOCATE POWER PACKS FOR FIRST FLOOR LIGHTING IN ACCESSIBLE AREA CELLAR. —LOCATE POWER PACKS FOR 2ND FLOOR LIGHTING IN ATTIC. UAL DIMMING CONTROLS(ONE PER ZONE) —RAISE/LOWER ON/OFF-- ACUITY# NPOD MDX CORNER MOUNT SENSOR —ACUITY # NWV PDT 16 CEILING MOUNT SENSOR —ACUITY # NCMPDT 9RJB To RDOM/AREA OR SPAS PORT TO ROOM/ARFA OR SPARE PORT GATEWAY(IST FLQ913 AND OPEN STAIR ZONES ONW To ROOM/ATRfJ4 OR SPUE PORT —ACUITY # NECY AND NECY—EC(ENCLOSURE) To ROOM/ARFA OR WARE PORT WALL MOUNT SWITCH/SENSOR(UNE VOLTAf, —ACUITY # SENSOR SWITCH BRAND # WSD PDT-2P SYSTEM IS BASED ON ACUITY NUGHT WIRED ;i MM, —COORDINATE ALL WORK WITH REQUIREMENTS OF SYSTEM MANUFACTURER AND LIGHT FIXTURE MANUFACTURER. —PROVIDE ALL HARDWARE AND CIRCUITRY REQUIRED FOR A COMPLETE SYSTEM. —SEE WIRING DIAGRAM FOR MORE INFORMATION. CONTACT ANDREW GROSS, NY DIGITAL(ACUITY LOCAL REP) FOR MORE INFORMATION 1-212-462-0288 EXT 5210 ANDREW.GROSS@NEWYORKDIGITAL.COM BAS AUTOMATION INTERFACE PROTOCOL: BACNET IP (IF REQUIRED) sew SOnWARE NSTALLED ONTO PoJLAPrOP BY OTHERS SENSORVEW SOnWARE NsnMLER PI LUCK HERE I !1s AWG PS 150 CLASS 1 WIiM POWER SUPPLY FOR n 8 MATH)r KO REQUITES i2VAe/27NAc (NCLUDED N non 8 K0) zr}H AWG BASS 2 WING 1 5 2 6 TO NEXT MOE OR SPATE PORT 3 7 TO ROOM/AREA OR SPARE PORT 4 8 TO ROOM/AREA OR SPARE PORT rm 80 ,9, h f Y' •e.9• '. h •e- ir. h• 9 TO ROOM/AREA OR SPANS PORT TO R DCW/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT TO ROOM/ARFA OR SPARE PORT CAT 5 PATCH CABLE TED 1,5OOFr�MMMkx PS 150 DESCRIPRON: POWER APPLY FOR n8� 8 WITH YF KO REQUIRES 120VAC/27NAC 0MOUJOED TN tt 8 KTT) 2D AWG LASS 2 VANNG F48 _•_—� TO TEXT BRIDGE OR SPARE PORT ONDGE —rr► TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT nm 8KRT nUGHT 8-PORT BRDGE MOUNT ONTO SBKI.E GANG SM BOX REWIRES nUGHT PS 150 FOR POWER (EACH PORT WAS A IAOOFT MAX FOR CAT 5 CAA6tE LENKIIH) d AUTOMATIC DEMAND RESPONSE (IF REQUIRED) CAT 5 PATCH CABLE PLENUM IAM MAX 1 CAT 5 PATCH GABLE RD" Raw 30OFT MAX CAT 5 PATCH CASE KOM RATED 30OFT MAX rr � +9 1 -,x•„` 1 Y� PS ISO DESCRUITKN: POWER SUPPLY FOR nW 8 WTRH Jr KO REOLRRES 12OWIC/27NAC (INCLUDED N neRG 8 Km 2a AN CLASS 2 WRING 1 6 22 KW GENERATOR GENERAL #RG022 NATURAL GAS MOBIL LINK GENERAL #G006463-4 (FOR MONITORING) HARNESS ADAPTOR GENERAL. #G006478-6 (FOR MOBIL LINK) EXTREME COLD GENERAL #GO05616-0-22 WEATHER KiT WIRELESS MONITOR GENERAL #GO06664-0 WIRELESS HARNESS GENERAL #G006665-0 SMART MANAGEMENT GENERAL #G006873-0 MODULE (50 AMP) CONCRETE PAD — VIBRATION ISOLATORS — START UP WiTH — LOAD TEST OWNER TRAINING — 5 YEAR, FILL PARTS AND LABOR — WARRANTY WITH PERIODIC MAINTENANCE nGWY2 KIT (UP TO 1,500 nLIGHT DEVICES) OR nGWY2 L400 KIT (UP TO 400 nLIGHT DEVICES) ASMCNWA TIME CLOCK M SENSMEW WFIVARE EDIT OUT TO Im NETWM nLR,'HT UVOCES (GATEWAY NOT RE00 E D IF GONG STAMRN.ONE nUGHT SYSTEMS WRH AUTO SHUT-OFF IAA OCCUPANCY SENSORS ONLY) ram CTRT. �: yyN S nUWT GATEWAY CONTROLLER HUS MOM ONTO 4S STANDARD BOX o 0 REWIRES FGS PSIO FOR POWER 1 2 MOT COMPONENT 2 OF 3 op op 2 6 TO ADORONAL BRWGE5 OR SPARE 13 ems" 7 �4 8 t>BIS B Kfr nUGHT 8-PORT BRIDGE MOUNT ONTO SHOE GANG MIC H Box REWIRES nUGHT PS 150 FOR POWER (EACH PORT HAS A 1,SOOFR VAX FM CAT 5 CABLE LEN67N) GAT 5 PATCH CABLE PLO" RATED 1500Ff MAG Mr, wow FCS PS10 PW. POWER SURLY FOR aUGHT GATEWAY IOT WRH I1' KO TEQUIES 120Vi1C/2nM KTT COMPONENT 3 OF 3 � AMG CLASS 2 WINO CAT 5 PATCH GAGE PLENUM RATED 1,SOGPT MAX DiSCRPT1Oi: CAT 5 PATCH CABLE nUGHT GATEWWO 7Ox DOW PLENUM RATED MOUNT ONTO S WE GANG SWRCH BOG REQUIRES FCS PS10 MR POWER MOT COMPONENT 1 OF 3 PS 150 1 lY1MGfK1 OESCRI'IWN- POWER SUPPLY FOR nBRG 8 Wl7H )r KO REQURES 120VAC/27NAC 20 AM (IK71M i11 nBRG 8 KD) CATS 2 WNW 1 5 TO NEXT 8RIOGE OR SPARE PORT TO ROOM/AREA OR SPARE PORT 2 e�Dtl 6 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORE 3 7 TO ROOM/AREA OR SPARE PORT TO RODM/NSA OR SPARE PORT 4 8 TO ROOM/AREA OR WARE PORT rm e KRT OTIOR: nUGHT 8-PORT ) MOUNT ONTO SNO.E CYNG SW m BOX REWIRES dXHT PS 150 MR POWER (EACH PORT WAS A 1-W7 MAX FOR CAT 5 GE3I.E LENGTH) PS 150 CRASS 1 WRING FW. POWER SURLY IN 8 WRH 4. KO REQURES 120VA g/ W (9cwO:D N n0 8 M) 20 AWG CLASS 2 WING 1 5 TO NEXT OR SPARE PORT To ROOM/AiRFA OR SPARE PORT z 8 Ta ROOM/NTFA ORS PORT TO ROOM/NO OR SPARE PORT 3 7 To ROGM/AREA OR WARE PORT To ROOM/AREA OR SPNE PORT 4 8 To ROOM/AREA ON SPARE PORT' nM 8 ?UT DESCRIFI N: nUGHT 8--PORT DODGE MOUNT ONTO SIN{TtE GANG SWOCH BOX REQUIRES nLX>1HT PS 150 FOR POWER (EACH PORT WAS A 1t5OOFT MAX FOR CAT 5 CABLE LE 00 A R C H I T E C T U R El P C . 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE T4 PR DG 4/26/2018 MR OV NO DATE REVISIONS BY ELECTRICAL E 107 rrnnn rATUVIDIIAIPMAr — T..t.110994A40 Pk'T k,r)PA,PFn !ZTTPPT.v 7AT_FNTTx11'.Q 1 MAX" EXHAUST PLENUM TOTAL HOOD CQNFIG, RISER(S) END TO ROW HOOD NO, TAG MODEL LENGTH COOKING SUPPLY HOOD CONSTRUCTION TOTAL TEMP. EXH. CFM WIDTH LENG. HEIGHT DIA. CFM VEL. S.P. CFM gND 1 3347 61 0' 450 1250 8' 16' 4' 1250 1406 -0.778' 1000 430 SS ALONE ALONE BD-2-PSP-F Deg. Where Exposed E.T/wi n rArb ii 1 A corn AT HOOD RISERCS) WIDTH LENG. DIA. CFM S.P, NO, TAG PQS, LENGTH WIDTH HEIGHT TYPE MUA 12' 16' 498 0,171' 1 Front 84` 14' 6' MUA 12` 16' 498 0,171' FILTER(S) LIGHTCS) UTILITY CABINET(S) FIRE HOOD HOOD TAG EFFICIENCY E 7 WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTE ANGIN TYPE j SIZE I MODEL # I QUANTITY NO TYPE QTY. HEIGHT LENGTH MICRONS QTY. TYPE GUARD LOCATION SIZE PIPING WGHT 1 Captrate Solo Filter 4 15' 16' Spec. 85% See Filter 3 L55 Series E26 NO Left 12`x33`x24` Ansul R102 3.1 YES 385 LBS r-rnn n r) DTTr)AT.G' HOOD NO, TAG OPTION FIELD WRAPPER 18.00' High Front, Left, Right BACKSPLASH 71,00' High X 84,00' Long 430 SS Vertical 1 RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS LEFT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS SENSOR -CV 8' - � 0 DUCT TEMP �.- SENSOR 33' Fire 16' System �} U.L. Listed L55 Series E26 Canopy Q Lig Fixture - High "amp Assembiy - 16� 16' 12` 12' - 14' ® J 7' - 7` 36' 36' 21 —�T= -- 42' 12' 6' O'Nom./6' 0,00'OD 7'-0,00' OveraLL Length PLAN VIEW - Hood • i •l ! :! • Ti'rimn Q.—inm- Tmfnnwnn49nm _ JT AXQ994A19 FIRE SYSTEM NO. Tag TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 Ansul R102 3.0 2 Fire Cabinet Left Left EXHAUST RISER HANGING ANGLE 16' CAPTRATE SOLO FILTER WITH HOOK 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN C❑MPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP FIELD INSTALLED QUARTER END PANELS L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) FIELD WRAPPER 18,00' HIGH SUPPLY RISER 33' �f-WITH VOLUME DAMPER 23.5'/, OPEN STAINLESS /4���STEEL PERFORATED PANEL ABLE 14' - I Lt•i t.11YC • UC BEYCIN i e LEFT SIZ of on SACKSPLASH 71.0 X 84,00' LONG EQUIPMENT BY OTHERS FE1010oI2 _1 v 71' SECTION VIEW - MODEL 3347BD-2-PS'P-F TITL*rTE)rl,AT DAt-rAtILIV — r., 3, JI?99e,r4Ft SWITCHES FANS CONTROLLED NO. TAG PACKAGE # LOCATION OPTION LOCATION QUANTITY TYPE f H.P. VOLT FLA 03 - Utility 1 Light Exhaust 3 1,000 208 3,4 1 DCV-1111 Walt Mount In SS Box Cabinet Left 1 Fan Smart Controls DCV Supply 3 1,000 208 3,4 JOB NO MODEL NUMBER DRAWN BY samNA 4 TTPE DESCRIPTION OF OPERATION- 3221416 DCV-1111 INSTALL D~d Ca trd VsMAatfon, a/ c 1P d for 1 Exhaust Fan, 1 Fon, Exhaust Cn In Fire, LV is out In Fkrb Fans e,o,i,lab lasaN on tluct kanpae+nturr. DOWERTER DUTY 3 PHASE Mb9'�t REMARED F� LISE WYTH VFIL R— 1onWrotu- - dOB NAME DATE --- -_--- DRC ND. _. smear stdq»d 400w for ftNd ►stoRo*Ha.V. 1Fy atst . bet-.n VFD and Hots adflonol Cost Could apply IF 1 2 BREAKER PANEL TO PRIMARY CONTROL PANEL Responsbttttr Electrician 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED 4 BREAKER YPH 120 V 515 A CONTROL POWER, DO NOT WIRE TO SHUNT TRIP BREAKER. 6 YST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 T BREAKER 3PH 1.p -- ---`j _ 208 V ----- ----^ ---- _ MCA, 4.2 A - e MOCP, 19 A _ EXH-1--_--SM-1 WIRE TO VFD QUICK CONNECTOR H `-_-__._. _.-______ �' BREAKER 3PH LINE MCA10 , 42 A __ _ eanud ____ _I MRCP' 15 A SUP-2 —C SM_ WIRE TO VFD QUICK CONNECTOR it 11� CONTROL PANEL TO FANS T1 ResponsbRttr' Electrician 14 T5 16 Load Wiring SM-i WIRE TD VFD QUICK CONNECTOR -_WAD.ItFJ-- FAN- OY --LWAyLOA - ------ --LAM-L0.1-- - - - - - ---'-_ _----- MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT{ FAN, 02 -_�01 ---'o'o ---{b WIRE TO DISCONNECT SUPo 2 Lood Wiring 17 SM-8 WIRE TO VFD QUICK -----1-'-----"-'------�''o 1B CONNECTOR -wy `-- - A Am IF VFD MOUNTED 19 17 IN 2ND PANEL, MUST HAVE ITS OWN CONDUIT WIRE SF SIGNAL DO NOT SHARE C13NDIJM FROM PANEL WITH 20 ECPM03. REMOVE XWElt MAKE UP AIR QN PCB MUA ZONE I DAMPER - - - _-_-_Y "�1t��. 21 PROVING --_.---------. INTERLOCK. LOW VOLTAGE CONNECTION- FOR DAMPER INTERLOCK, WIRE + T 22 MULTIPLE SUPPLY ON THE SAME ZONE IN SERIES. SHDLLD HAVE CONTINUITY WHEN DAMPER IS PROVEN OPEN, 23 NOT REQUIRED FOR ALL UNITS. SEE MAKE-UP AIR SCHEMATIC. 21 UM DMI! V V VDC ANALOG :=-e__,__.Yll3...+_ANALOG ____ COMMGN GASiT # - v ------�� DdH'UT C64 SPAROE. PANEit=FIRE _ ---- NORMALLYOPEN -- ONiCA PANEL TO NALOG OUTPUT VOLTAGE WIRED SPARE CONTACTS WILL MAKE C2-T'O O ANALOG INPUT OF MOTOR SYSTEM DRY AR2 WHEN SYSTEM IS ARMED.T'FNEY MOTOR DRIVE RIVE, CONTACT ARE USED TO DISUSE EQUIPMENT OR PROVIDE SIGNALS. (NOT FOR - BUILDING FIRE ALARM WHICH MUST BE WDNED DIRECTLY 7D THE ANSUL NSI AU UHAN)WSTCH LOCATED IN CONTROL PANEL TO ACCESSORY ITEMS ResponsU tr Eiectr�iden CGNTROL P------- --- COMMON--- -- DRY CONTACT -----. 4-- NWMALLY OPEN _ CONTROL PANEL COMPONENT ON/OFF WITH _ _ _ _ _ V COMlNIIN CROSWITCH 1 SUPPLY FAN _ NORMAL1YOPEN CONTROL PANEL 4,NO GROUP 1 CCOOKE MMON�IOTNOR YLMEN TO - 1^iNC� WHEN SUPPLY FAN IS IBM. FIR£ SYSTEMRE MICROSWITCH WIRE CT TO C[IMMON (1?,�----+ NORMALLY WIRE ARl TO CLOSED (2). VFD ANALOG-- ------ - -------- - TO HMS CI TO AR1 SHOULD HAVE MS-1 4iNq 0-10V OUTPUT[_- WIRE TO VFD TERMINAL----- - -- CONTINUITY WHEN ARMED, IN VFD ��77RR77pp ________________ 1^NC� PROPORTIONAL i0 FREOUENCX. IF MORE THAN ONE �. _ _ _ _ a (EACH VFD) SEE VFD OWNERS MANUAL FIRE SYSTEM, WIRE i MS-2 4-NOW BMrS� SWITCH IN SERIES AS SN�WN L_ i, NiC, CQNYROI. P_______________ - -co" (P J. TO -------------- --- _ SIGNAAL SWITCH THROUGH HMS EXTERNAL WILL ACTIVATE ZONEI FANS AND SWITCH LIGHTS CONTROL PANEL VIRE DIRECTLY TO CONTR@ BOARD T13 J4 CAT-5 C@lNECTEN --- -- - 1 REMOTE MOUNTED PLACE END LONE PLUG SWITCHES IN EMPTY JACK, PNi EOL120A [EI31.1 "FcOA 2 M® LIGHTS I :dNTRIL PAN BLACK HOOD TLIGHTS _______ ____WHITE l-----_ _---_...GREY _ - - . -- 1400 W MAX WIRE TO J-BOX ON TOP OF . NEED - - - - - - - - - - - - - - - --- ---�'� )ONTROL PAN TO VIRE 1D CQNTRt1L HOrffNSTALL - -Rat TEMP (ITCHEN TEMP SENSOR IN ROOM AWAY FROM HEAT SENSOR SOURCES. DO INSTALL SENSOR ON THE CEILDNG GRID, SEE MANUAL, ---------------- --- ANTRUL PAN 7U =.-WIRE TII CdNTR�1 HOARD. ---- --HOOD 1 :APTURE VOLUNE SENS62 MOUNTED IN HOOD CAPTURE CAPTURE L. SENSOR VOLUME, THE FM DWV46 CONNECTIONS KAY OR MAYTMPSITF -----�Y TA SHUNT CO4 :UNTROL PANE SIGNAL FOR -- NEi1T'RAL_ FROM SHUNT._COIL _-'"_'s_"_ EXTERNAL ST TERMINAL IS ENERGIZED SHUNT TRIP IN. FIRE CONDITION. HAD PANELTO -r KITCHEN TEMP wk m CONYRa. BOARD ROOH_TEHP SENSOR SENSOR H MINTED IN RDDI AVAY FROM NEAT SQJRCES SEE )IANUAL DEMAND CONTROL VENTILATION-_ SYSTEM Controls shalt be capable of reducing exhaust and supply alrftow quantities by using a modulating speed control system, High and Low speeds shall be adjustable by variable frequency drives, A temperature switch In the exhaust duct shalt control airflow set point, A MAX airflow override button shall be supplied with an adjustable timer, Control shalt be used In kitchen exhaust applications to reduce exhaust and supply air volumes while cooking appliances are Idling. The Demand Control Ventilation System complies with IMC 50711 by Interlocking with cooking appliances through means of a heat sensor to automatically activate exhaust fans during cooking operations. D.ET. 4iL OF RZA OTls S S CONTROLS .BOX 20x 28' HOOD CONTROL PACKAGE INTERFACE with LCD Screen LOCATED ON FACE OF HOOD CABINET B A F CCU#1 ACCU#2 ACCU#3 ACCU#4 o5 S.F W EXHAUST E HA LOUVER 6" CONCRETE PAD BY 'HC- FREE AREA RUN REFRIGERANT LINES :ALL C P TO RESPECTIVE INDOOR UNITS %-L/74-G -L/ IF% 7 ,fi-G %"L//%"G I 2) 4"0 ACCU#9 BOILER AC U#8 KE WIT CU#5 ACCU#6� ACCU#7 71 _7111-11 ALL CAPSH x A4"LA-G FT1 N65 N5 ORAGF_ 7 - %J"L/7/8"G L V-__ VD I EF# 111) A nKI- 8x6 T EXHAUST - - CO (- F_ S.F. FREE f AREA j PORCH 1 Ox8 UP A� �mEN s 4- C ll� VLLET CD 1 L2 TOILET LOUVER 1 W WHI T 12x R DN HWS&R _V111 7- %M W S & �R T7"Ox =770 L _u PI J2 L8 6 2 VD C #1 -3 CD#1 4 JANIT, I I I Cl REG01 -3 x 2 WH 'I 73� -1 1 . I R G j RE611P>8,72-11 8^6 L REG#1 7 E VD -ni N4"HWS IT -or- I -74 17R#11- w I i ir y 16x - 16 uxv - SR#1 SR#2 $R#3 1606 1 OX8 + -T RUN WITHIN REG#1-1-",-- 4 AC#tT l , 4 PLENUM BOX 22"Wx40"Lx 18" 8x10 UP, _AC#1 — VERANDA- � I REG# 1 -4 R# 17-2 N-�, FR# J;_'j (HIGH) �F— HALL 2-- - -- — -`---I_- ROOFED PORCH DO I [c—)J1 FR#1 -3 I FR#1-5 u T FR#1 -4 FIRST FLOOR PLAN NORT C D kH-100,1 SCALE: 3/16" = 1'-0" ENTRY )LtsllUl_t y OPEN TERRACE FR#1-7 FR#1-8 FR#1-17 FR#1-6 100 FR#11-9 CEKI tFR#1-15 FIR 1-16[` IF OH K L M (2) 4.0 BOILER F/A LOUVER: INTAKE UP AREA 4450 CFM 10 TO BOILERS PIPING SCHEMATIC---- 25 S.F SEE 12 S.F. FREE AREA FOR BOILER 12x6 U 424 L 11 L L- — - — - — -- - — - — - — - — -UP_TO_ _GI T11-7-F F1 F_ FR-\ + 222 ULOW) 7 12x6- 2"HWS&R MN - D'-1 2x6 UP 122x22 2x6 o T -,34xl F2 HWS&R TO GLYCOL H/X 08� 300 RETURN UP 1�/ iI 1000 suppLy UP C#2 l COND c,34x 1 Qj ELEV EF#1 DRAIN 3400 2i6 8x1-6 - I TO AC#2 (2) 4"0 VENT -2 HWS&R VDL XDN UP TO CHIMNEY-----,,' 12x6 F-e- 2600 UP UNEXr-AVATE6, 16X8 12x UP TO D I UP TO FR— — 4 4P TO UP 16x1 U 1-1 1 MD I fikill I REG#C-1 FR- _F1 1 - COND Up To -2400 D FR T 606 UP FIR TO 1402- UH# 1 TO DRAIN 1 6x6 FR x6 s "HWS�R 11' 1' COND �=20`I x 5 L$X`16 -22x6 74 DRAIN TO AC I TO IL I t �%-HWS&R 1HWS&R 1"HWS&R I I I I / 11_�C #+ H#21 It" L, _GHWS&R14x6 412 1 L0x1Z 2 TO AC#l- I qTTUH#� 0 T_ 5f=ACE 18X6 -Y4"HWS&R81�4- UP TO 0X10 FR %'H"R TO CH#1 - 12x6 18x6- 200 0--, X6 t 20x12 _UH CH#1 18x6 -2x6--- I— - — -_ 2x6 2x-6- 16x12 VD VD VD 0x12 TO AC#3 UP TO P TO FR 4R AC -'11 4x6 x6 UNEXCAVATEI) 20x1 18x6 UP TO V VD C�Zll 120T tl 2x6 FR— -1 4x6 Ll -TO-- W-To r FR A VD UPL-1-8-4 IM 93 R TO F "XO UP TO G NORTH FR FRCEL R FLOOR PLAN B c D E H- 100VF SCALE: 3/16" = 1'-0" H 4"0 VENTS TO BOILERS --- - - ------ ---- - --- - - - -- - - - ---------------------- ----------------------- UP TO (Typ) �R --I IP TO WERNER E TIETJEN P.E. CONSULTING ENGINEER K L M 68 PURCHASE STREET RYE, N.Y. 10580 TEL(914) 967-9505 FAX:(914) 967-2310 e-mail: infoC&tietjenpe.com www.tietjenpe.com 100111CIM 4(11111 PLANNING INTERIORSI ARCHITECTURE, P . c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 ICRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 1057 D ECEPYIE FJJUL 10 2019 L___ VILLAGE Off- RYE BROOK BUILDING DEPAPMMIENI' ro WIN REVISIONS HVAC �CELLAR AND FIRST IFLOOR PLANS �P.��,af NE E 44 A. ,Z �5629�< ss PROJ NO.: 21524 SCALE: NOTED DRAWN BY: 8Z ICHECKED BY:GG 701 a I WZ I H-100 w AUTOMATIC AIR VENT- 1A4 2" DRAIN f-4" LHIGH 2" FROM HEATING COIL: FROM SYSTEM y'4" 2" 2" P.#1 BOILER CIRCULATOR Fx� 4" MINIMUM ALL SIDES _ _ _ _ -- FLOOR, SENSOR SWITCH TO SHUTDOWN UNIT IF WATER IS PRESENT IN SECONDARY DRAIN PAN O��i� • • j FULL SIZE TO 6" ABOVE FLOOR 12" MAX r2„ ,4" HIGH CONCRETE PAD ■ TRAP SECONDARY DRAIN PAN .� n I - 4" MINIMUM ALL SIDES 2- �-SECONDARY DRAIN PAN RUBBER/CORK PADS SENSOR SWITCH TO SHUTDOWN UNIT IF WATER IS PRESENT IN SECONDARY DRAIN PAN VERTICAL UNIT " SENSOR 1" CONDENSATE DRAIN TO CONDENSATE �t DI IUD FLOOR '4- HIGH CAPACITY AUTOMATIC AIR VENT WITH PETCOCK RELIEF VALVE FULL SIZE TO 6" ABOVE FLOOR 2- P#7 RELIEF VALVE-30 PSIG /—REDUCING VALVE SET ® 12 PSIG IF 4 1 FULL SIZE TO SUMP " CHECK VALVE TACO VRTX200 AIR SEPARATOR TACO CA90-125 ASME LISTED DIAPHRAGM EXPANSION TANK HIGH r R INDIRECT WATER BOILER#1 BOILER#2 HEATER BY PC TWO (2) GAS FIRED CONDENSING BOILERS PEERLESS PEERLESS MODEL PF-300 MODEL PT-50 INPUT 60 MBH TO 300 MBH OUTPUT 290 MBH MAX NET IBR OUTPUT 252 MBH /' BOILER SCHEMATIC PIPING DIAGRAM '4- COLD WATER MAKE-UP STRAINER BACKFLOW PREVENTER WATTS #909 HVAC LEGEND & ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUGT-- IN -LINE CIRCULATING PUMP A.C.C.U. AIR COOLED CONDENSING UNIT GR. GRILLE RETURN/EXHAUST DUCT BACK -FLOW PREVENTER A.C. AIR CONDITIONING UNIT H.C. HEATING CONTRACTOR OR SUB ---tom— DUCT - RISE IN DIRECTION OF FLOW-- STRAINER A.D. ACCESS DOOR H.W.R. HOT WATER RETURN DUCT - DROP IN DIRECTION OF FLOW Q DUCT SMOKE DETECTOR BY EC A.F.F. ABOVE FINISHED FLOOR H.W.S. HOT WATER SUPPLY —Hws-- HOT WATER SUPPLY Q THERMOSTAT A.T.C. AUTOMATIC TEMPERATURE CONTROL M.D. MOTORIZED DAMPER HOT WATER RETURN EMERGENCY DISCONNECT B.D.D. BACKDRAFT DAMPER M.V. MOTORIZED VALVE _HWR LP GAS AIR SEPARATOR C.D. CEILING DIFFUSER N.T.S. NOT TO SCALE —; — - FLEXIBLE CONNECTION CHECK VALVE C.F.M. CUBIC FEET PER MINUTE O.A. OUTSIDE AIR —i -,i— EXPANSION JOINT -v►�r-- COMBINATION BALANCING SHUT-OFF VALVE C.O. CLEANOUT 0 DIAMETER EEEHE3 _ ANCHOR SHUT-OFF VALVE CND. CONDENSATE (COOLING) P CIRCULATING PUMP --X— --R4--- ---I>-- REDUCER GLOBE VALVE ON DOWN P.C. PLUMBING CONTRACTOR OR SUB - DIRECTION OF FLOW FLOW CONTROL VALVE E.C. ELECTRICAL CONTRACTOR OR SUB P.S.I. POUNDS PER SQUARE INCH UNION BALANCING COCK E.F. EXHAUST FAN REG. RETURN/EXHAUST REGISTER ---f�l-- --- --II-- FLANGE MOTORIZED VALVE FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER NEW MOTORIZED THREE - WAY VALVE G.C. GENERAL CONTRACTOR T THERMOSTAT ® PRESSURE GAUGE W/ PETCOCK -- PRESSURE REDUCING VALVE G.P.H. GALLONS PER HOUR V.D. VOLUME DAMPER i THERMOMETER W/ PETCOCK � RELIEF VALVE G.P.M. GALLONS PER MINUTE W.H. WAIL HEATER Q AIR VENT W/ PETCOCK 2" TO HEATING COILS 1- HWS&R TACO 1" VRTX100 AIR SEPARATOR - EXPANSION TANK TACO CBX-15---\ -y4" I I~ " GHWR TACO BRAZED PLATE H/X FROM MODEL TB427Hx80 MAU BRAZED PLATE H/X HOT SIDE: 150 EWT 110 LWT 3.5 GPM GLYCOL SIDE: 105 EWT 147 LWT 3.5 GPM MANUAL AIR VENT W/ PETCOCK 3 H-1 VICTAULIC 78K BALANCING VALVE MOTORIZED VALVE (MODULATING) UNION (TYPICAL)-� H.W.S. �- VICTAULIC 78Y Y-STRAINER/BALL VALVE HOT WATER COIL PIPING DETAIL NOT TO SCALE AC UNITS, CH, MAU SHUTOFF VALVE----------\ /HWS & R MAINS COMBINATION BALANCING/ SHUT—OFF VALVE 3/4" HWS & R P#9 . DOWN FEED 1" GHWS (PIPE SIMILARILY 'TO MAU#1 FOR UPFEED) 0 P#10 Q PRESSURE SENSOR GLYCOL FILL WESSELS GMP-18 18 GALS UNION FAIR VENT AQUASTAT FURNISHED WITH HEATER ---� I • • /-FLOOR H.W.R. ARCHITECTURE, P C,[ 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 DATE ISSUE TO PR DG 4126AS FOR BID 6/26/19 KITCHM 14=1=1t.�Jfs JBY LDATE REVISIONS ,�� Of NEW), $A As 45629� 1*ESS14 i SCALE: NOTED DRAWN BY SZ CHECKED BY:GxG DATE: 24-,4FIRZIL-18 H 102 H-1021 NOT TO SCALE MAKE-UP AIR UNIT CFM EXT.FILTERS HEATING CAPACITY - 40% GLYCOL ELECTRICAL DATA 208V, 30 AH No. MFR MODEL SIZE S.P. WEIGHT LBS ( ) NOTES OUTSIDE TOTAL No. TYPE SIZE G.P.M. E.W.T. L.W.T. E.A.T L.A.T. P.D. FAN MOTOR M.C.A. M.O.C.P. HORSE POWER MAU-1 WILLIAMS AH—D 012 1,000 1,000 1.5" 1 MERV8 20x25x2 4.3 150 108 13 70 4.3 FT. 1.0 HP 3.75 15 204 NOTE: — HORIZONTAL DISCHARGE, 100% OUTSIDE AIR, HW COIL (40% GLYCOL), FREEZE STAT, FIRE STAT, DOUBLE WALL INSULATION, FILTERS. — PROVIDE VFD AND CONTROLS FOR DEMAND CONTROLLED VENTILATION. TIE TO BMS. — INTERLOCK WITH HOOD EXHAUST FAN. — PAINT INTERIOR AND EXTERIOR FOR CORROSION RESISTANCE SPLIT SYSTEM ROOM AIR CONDITIONERS SCHEDULE SPLIT No. MFG. OUTDOOR MODEL INDOOR MODEL CAPACITY BTU f HR AlR FLOW HIGH f LOWEER MIN. f SEER INDOOR UNIT SIZE (WXDxHj OUTDOOR UNIT SIZEA.C. (WxDxH) OUTDOOR TUNrrREFR. WEIGHUID PIPINGSYSTEM f GAS ELECTRICAL NOTES VOLINDOOR AMP J UT j AC#9/ACCU#9 MITSUBISHI PUY-Ai2NKA7 PKA—Al2HA7 12,000 425/320 12.0/20.8 35%"x9916"x11%" 32"x12"x25" 92 LBS 1/4" / 1/2" 208-1P/1 208-1P/11/30 NOTE: TIE TO BMS. PROVIDE WIRED WALL —MOUNTED THERMOSTAT. PROVIDE CONDENSATE PUMP. RETURN ,• !� t t . Li EXTRUDED ALUMINUM LOUVERi BLADES, BLADESi LONG DIMENSION. SPLIT AIR CONDITIONING UNIT SCHEDULE FAN COIL UNIT No. MFR. MODEL AIR FLOW CFM EXT SP. TOTAL SP. FANFAR MOTOR H.PA—FT2 FILTER DATA COOLING CAPACITY MIXED EAT °Fl \ ! HEATING CAPACITY 15o•F WATER NOTES TOTAL MINI U TYPE SENSIBLE $ HR. ! TOTAL grU HR. I BTU JHR. f GPM coil FACE AREA — Ff2 AC #1 CARRIER FE4ANBO06L00 2,000 500 — — 3/4 — — 45,120 57,880 59 118,800 7.9 — HALL 102 AC#2 .11, 630 1 111, 127,224 8.5 HALL 101 AC#3 1,600 350 36,180 49,120 91,800 6.1 ENTRY VEST. 199 AC#4 %1,, 100 N001 11, 110 75,600 5.0 KITCHEN AC#5 FE4ANB002LOO 800 150 1 /2 — 24,000 44,280 3.0 MEETING ROOM 214 AC#6 FE4ANBO06LOO 1,750 550 3/4 45,120 57,880 111,240 7.4 SOLARIUM 104 AC#7 1,600 150 36,180 49,120 78,840 5.3 2ND FL EAST AC#8 250 loll 85,320 5.7 2ND FL WEST NOTES: #1 UNITS TO HAVE CASED HOT WATER HEATING COIL AND ANGLE FILTER/MIXING BOX SECTIONS. #4 TIE TO BMS #2 PROVIDE VFD FOR FAN MOTOR. #5 PROVIDE EACH UNIT WITH CONDENSATE PUMP. #3 PROVIDE EACH WITH NEST THERMOSTAT. CONDENSING UNIT SCHEDULE "AIR COOLED' • SUCTIN! • t i . !!COMP • • II, ECT.• #s . . • 4 COND.II FAN a MIN t . MAX. II REFRIG. ! • • ! ... � �®-®IIIIIIIII'L��®�IIIIIIIIIL"� IIIIIIIIIIII:�����® NOTE:TO WALL HEATER SCHEDULE (BASED ON 150-F ENTERING WATER) WALL HTR. No. MFR. MODEL PHASE VOLTS R.P.M. C.F.M. BTU f HR. G.P.M. NOTES WH#1 — 3 TURBONICS KWM T13 1 115 1,350 75 9,340 1 NOTE: COVER TO BE PAINTED PER ARCHITECT. HEATERUNIT a• �G -i e11 i •{ • CABINET HEATER SCHEDULE a • • •MEE 'AV.WAT.• TEMP.a— EXHAUST FAN SCHEDULE EXHAUST FAN No. MFR. MODEL C.F.M. S.P. H.P. CONTROLS NOTES KEF# 1 LOREN COOK 120QMX 1250 1.5" 3/4 SWITCH AT HOOD NOTE#1. 3 EF#1 LOREN COOK 90SQN12D 300 0.5" 1/6 TIME CLOCK NOTE#2, 3 EF#2 PANASONIC FV-11 VQ5 110 0.1 " 21. i W CONSTANT ON — EF#3-4 PANASONIC FV-11 VQ5 110 0.1 " 21 A W INTEGRATED FAN/LIGHT SWITCH EF#5 LOREN COOK 1OOSQN28D (VF) 675 0.75" 1/3 TIME CLOCK NOTE#2, 3 NOTE: #1 UL 762 RATED. PROVIDE WITH GREASE TROUGH, HINGED ACCESS PANEL, VIBRATION ISOLATORS ON HANGERS, DISCONNECT, MOTOR GUARD. #2 PROVIDE SPRING VIBRATION ISOLATORS ON HANGERS. #3 TIE TO BMS. P U M P S C H E D U L E PUMP No. SERVICE MFR. MODEL SUCTION DISCHARGE GPM. HEAD RPM. H.P. ELEC. NOTES P# 1 & #2 BOILER TACO 2400-40 1 1 /2" 1 1 /2" 20 10 3,450 1 /6 115V,1 P NOTE #3 P#3 & #4 WTR HTR IL0011 1 1/4" 1 1/4" 15 15 3,250 1/8 NOTE #3 P#5 & #6 SYSTEM VR15-3 1 1/2" 1 1/2" 47 20 VARIABLE 1 NOTE #1,2,3 P#7 & #8 GLYCOL H/X IL006 3/4" 3/4" 3.5 5 3,250 1/40 NOTE #1,3 P#9 & #10 GLYCOL SYS. ILO08—F6 3/4" 3/4" 3.5 10 3,250 1/25 NOTE #1,3 NOTES: #1 PROVIDE AUTOMATIC ALTERNATION — OPERATING AND STANDBY. #2 VARIABLE SPEED PUMP WITH CONTROLS FOR CONSTANT OR PROPORTIONAL PRESSURE CONTROL. #3 TIE TO BMS. CEILING DIFFUSER SCHEDULE CEILING DIFF. No. MFR. MODEL CFM. SIZE NOTES CD#1-1 PRICE AMDE 150 9x9 CD#1-2 CD#1-3 CD#1-4 CD#1-5 350 1202 CD#1-6 CD#1-7 CD#1-8 CD#1-9 100 6x6 CD# 1-10 150 1,, CD#2-1 250 12x12 CD#2-2 CD#2-3 150 6x6 CD#2-4 CD#2-5 CD#2-6 CD#2-7 75 6x6 CD#2-8 175 9x9 CD#2—g CD#2-10 75 6x6 CD#2-11 200 9x9 CD#2-12 CD#2-13 CD#2-14 CD#2-15 175 9x9 CD#2-16 75 6x6 CD#2-18 200 9x9 CD#2-19 CD#2-20 CD#2-21 CD#2-22 CD#2-23 NOTE;. DIFFUSERS TO BE EXTRUDED ALUMINUM CONSTRUCTION FOR SURFACE MOUNTING. PROVIDE WITH VOLUME DAMPERS FLOOR REGISTER SCHEDULE SUPPLY REG. No. MFR. MODEL CFM. SIZE NOTES FR#1-1 PRICE LBPH—I6A 300 18x6 FR# 1-2 FR#1-3 FR#1-4 FR#1-5 00 FR#1-6 285 FR# 1-7 FR# 1—$ FR# 1-9 FR#1-10 FR#1-11 FR#1-12 300 18x6 FR#1-13 FR#1-14 FR#1-15 FR#1-16 FR#1-17 FR#1-18 FR#1-19 FR#2-1 175 12x6 FR#2-2 FR#2-3 FR#1-4 NOTE: EXTRUDED ALUMINUM, HEAVY DUTY LINEAR BAR GRILLE, 1" FLAT BORDER 1/4" SPACING, 15°DEFLECTION. PROVIDE WITH VCS3 OPPOSED BLADE DAMPER. SUPPLY REGISTER SCHEDULE SUPPLY REG. No. MFR. MODEL CFM. SIZE NOTES SR#1 PRICE LBP-16A 500 36x6 SR#2 SR#3 NOTE: LINEAR BAR GRILLE, 15' DEFLECTION (DIRECTED IN TO ROOM), 1/4" SPACING. FINISH PER ARCHITECT. FRAME SIZE PER ARCHITECT. 10CH11HIUii FACILITY IILANNING INIiR10RSI ARCHIIECTURE, PC� 545.5 WESTCHESTER AVENUE ISSUE TO PR DG F s�tCRN N= FILING 1 as-=—* NO DATE REVISIONS BY HVAC SCHEDULES �OF NEWr t*4E:5629S1C1 H-1 03 Zz M IIIIIIIIIIRI 2 01 140 F M/INv 1-23/ WCOM ENN 1 1 .-4 ' L3 ilk L TOP OF F STAIRS I 1 u L IF1 EM 1. 3, b2 I E -23EM Al-29 Li-i-LiLL 41 JANIT,_TP FOR L24 0 1-40 SEE E-101 t I I In STORAGE I 112 EM1-29 Ll 1 1 os OV EM/INV L 2 EM/INV OL7 EMl-291 . I DAME'[ F y M/INV UA 0 L5B I I T -Ir 105 EMI-2$ EMl-23 EM1_23 'o b L4 a i :V L8 d (MAINT. L 91n V L Elvl� (MAINT -A AID ONLY DTI :0 *s[ LW F1 E L8 M HA 0 Ll 1*s - L T L4 L8 HAND AID V-13 (-L17� ONLY) L4 L4 1-41 -41 ALERT TR E *H 1 4 11 1 1-41 u ALERT TIMBE 'LJ6 F .3 FROM 0 WA 6 COAT EM/INV EM/INV 11 EM/1 L5A EM1 -23 KITCHIN is's PEAK WIWI �Iii[Ahll HANDICAP D 0� -EMl-23_, J_ 1-14: -A&E14— - gq ? -L-9 , 0 UA h hTrqT11 LEV- D/D-� D -25( EOM b 25 EM/I� V �b SS DI (RECALL) b e1i 6ilL-IkElii;��`Jl I BY ASTRONOMIC TIMER d IP EM/INN 2 'd SOV 121 a d D d Id 4G (L )OA G se2 0 L24 DOCK] ONTROLLED L7 TBY ASTRONOMIC IMER d — EM/IN. L FIRE ALARM ---- ----------- 1-00 LIU\�Ll -38 L I U -1 ali JN I LUKAL _T__r_'_ I _T -T--T- , T L.- L/A W _T 40.0/ 1-41 EM/INv EM/I EMl-21 oEM UA I EM) -25 L4 L41 LIGHTING MNITO 0 L8 1-25_ 1 38 1 EM1-23 SM 4_41 A 7 b 1-41 1-41 F ----k- --EM H&_ EM+_2,_)_. fm e L7Aoe ()e UAo f 41 1 1 Aoe FIRE L EM1 EM1 EMl-38 EN VE5TI ULE 1 HALL 0 L8 I C) UA R L17 -25 EMl-38 EM, -38 UA L" L8 0 Mir 1_58 EM 0' F1 I ANSULi EM EM/INV LIU EM 3 L22 INTERF��E Ll" EMl-23 - L17 L19 L18 --- ---- d f d k 01-40 ok OLI 6 �k OL16 0 1-38 *b 2-20 b Ll ALL EMl-25 EM EM W 1-42 q 1 -42 1 EM/IN 2 *S -38 14 �q_ - - L16 L16 I q UA d 1251 125 UA - UA L14 5 SEE FOR AREA -10 38 h h h 1-38 1-38 it25 [25 EMl-25 5 1- ,—THEATRICAL 40 *�/Co 0 k L7A oe.1 oe uo EM/INV 1 _42 [25 -12 jAoeMl 1 UA L LIGHTING TRACK 1-42 0 L22 L18 &nw mw UGow m p"A OW MW WHA Mw XM fV1 0 E -38 LLA E - L1A`O`EMl-3, UA EMl-38 E 3' FROM EMl-25 EM/INV EM/INV a EM/INV E 1 1 42 2 1-42 �o 7M EM/INV a AFF 3 13 PEAK 0 HC L16 'k /`NL 0 d b L14&bLl4 L18 Ob 70q P k 16 k EM I N TERRACE I L EM NV q EMl-25 2-20 49, 12-20 EM1-2 0 9 9 L16 _38 L16:ndi-38 L16�nl-38 5 -7 TlZ 17A All s ROOFED FORCA D A- Tlow IM CLG CLG. CLG Tl L14 L18 DM 3 3 1 3:--4 14 all T1 6bEM wLr 1-38 1-38 ENTRY EMl-25 FIRE ALARM REMOTE a I F F IM L7Aok L7Aok ANNUNCIATOR '3_6 CLG 0CLG L18 q Ti 42 L . -5 h h EM/INV EM/INV L2 2-20 L17 L17 F 1 Ti uo U 0 b b DMX T�3-18 Tloi 1-42 1 -42 1-42 EMl-25 EM �7 CP kOg 6 k k 1-42 1 CLG. F 5 PIN 0Ll 6 0 HC oq 0 q 3-, 'o UA LEA EM 38 LIB SINGL GANG T10 Lg :e TloUAeo UA 71o' L25 1-38 EM1-25 1-38 EM 10 1-23 L7 L7 -20 CLG. BOX —4403 EMl-25 EM1-38 HOI E NV OUA b I I 1 T1, 5 3 5 ............ CLG k k p CLG , vT Tlos 3,4� CLC 0 UA 0 EM L17 T11* 3 16, UA L23 --THEATRIC& MCLG Fo Elvll-2� EMl-25 + -----Tl 10 +Tl TRACK 3 8i 3 3- 11 CAL 18` - "2 AFF� I r , ----------- --- - L RAC A F: 3-1 AF 1-4 0 CONTROLLED 122 1-40 *1-40 TIMER PATHWAY U2 BY ASTRONOMIC *1-40 -40 CONTROLLED E-DIN BY ASTRONOMIC T Fk REPEATER CB) c D E F G H L Wm &W aw WN WAM Sm ��M ME mm was w1wo wo sw� W-0 wow W" om om mm mr, VJ FIRST FLOOR NORTH SEE FOR ADDITIONAL LIGHTS THEATRICAL NORTH FIXTURE DESIGNATION FIRST FLOOR PLA ON FIRST FLOOR. LIGHTING SYSTEM PARTIAL PLAN FROM BACKGROUND ONLY r2 NIM lk�l yo r3 1�m ��i o1j SCALE: 3/16" l'-O" 1 �10 SCALE: 3/32" l'-O" F_ ASTRONOMIC TIM -R FOR SITE LIGHT WITH 8 POLE CONTAC7 OR, AND PROVIDE SEPARATEI PANED M o o o IL 8 POLE CONTAC' DR FOR STANDBY (EM) I I FS TS PS SITE LIGHTING CIRCUITS. -3KW` EMERGENCi EMl-29 LIGHTING INVERT Ll EMl-29 L 1 M Eli] _UTILITY Nf Nf Nf TR Ll Nf U OWI R EM 1- 9 L Jc HT N 0 T L Ow E INV H E L-71 L1 1H DV E M -FOE _kkl!RM� MA CONTROL 29 PANEL Ll AEM1 EM1-29 -�p Ll Ll Do EMII L1 s $ I & 911v L1 I 41ioll-29 VICINITY s 0 ELEV. t V�(REJ�ALQ OFF IF S/Co Z_ -'s 4 7 Ll Ll UNEXCAVATED EMl-29 PANEL T PANE S/co MDP LJ Ll EMl-29 _%F EMl-29 EM1 -29 Ll i EM L1 Ll EM - I EM Q) EM1-29� EM -29 EMl-29 TH *Co �Elvll-29 boa ! F Ll I EMl-29 EMl_-29 EM L1 ss 3 EM 1p FINA LOCATION OF EXIT PILOT) SIGN DETERMINED BY ---- ---------- RAWLSPACE) ARC ITECT IN FIELD P-7-7-7- CRAWL SPACE (TYP CAL) L L1 *s Ll Ll os Li ROUTE ALL EM1/EM2 CIRCUITS IN CONDUITS t - -- ------- --- Eh SEPARATE FROM NON -STANDBY CIRCUITS L NORTH L1 CELLAR FLOOR PLAN EMl-29 L1 L L7 7 M 1, M ll� 11(0 E f-41 +E L8 �EM/IN Wq f7 A3C�% UEXCAVATED Tf 1HO111CIM 4C11111 PLANNING INIH10d LJ ARCHITECTURE, PC,1 RYE BROOK, NY 10573 914-937-5596 'CRAWFORD MANS101' RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/18 "M -7 /2fpM KffC4*N 14= KM M-oa-is OWN" NO DATE REVISIONS BY 'ELECTRICAL CELLAR AND FIRST FLOOR PLANS 0 f NEW *A A. �5629< Nr—Es s SCALE: NOTED DRAWN BY: SZ M III DATE: 24-A4QJL-18 CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 TEL(914) 967-9505 FAX:(914) 967-2 310 e-maiLinfo@tietjenpe.com www.tietjenpe.com E-100 on"Emw ammumm womwom ummmusm W-1,3 -597 M-9, 11 _13,,5 VIDEO ROOM :p ACCU 1 :p ACCU 2 ACCU 3 A CU 4 SPLIT !nM ACC#9 Tit -41 qpGF/WP QGF/WF EM1-13q?Gyy M-24 M-22 M-j2 M -2,4 M-6,8 M 17,19 M-10.12 2P-60A :p ACC #5 AOCU#6 a ACCU �7 NC 8 NEMA 3R 2$ HAND G DO DISC SW (TYP.) GF TOILET DRYEM-300 L - - - PORCH POWER F,JQF/O� N21 WMEN5 P U# "AZTFQC DRYIQXTO T POWER \2 I HAND _NEMA 3R t F VER I K-1 1 2P_36A M-14 16 IZ:c E r 1 i qpGF/WP __tqF/WP Y�1 EM1-13 P WIFI 00 7 A I I .)A P!. r - M-22 ir i 1i ir JANIT. �7 GF/WP CL. COAT 96 sm F 1-10 14D 1-100 EM1 EM11-24t FFF�- � - GF 1-10 4 GFO� - — - — - -- ELEV EM 1 -21 1 AC#6 -FOR IEWC-;--.9 t — - — - — - — - - - — - — - T_ Y__ �22P /W 4)eMG 7t7_7 IF EM1 AC# 1 GF/EWC!� - ------- - -- _J_0 0 11-360 VERANDA :01-15 1-21 1�4EM1 -24 EM 1 -24 AC#2 < 1_28 EMI-2 T #3 _4 1 1-23 -ti -9 1-791 6GF/ I HALL I HALL 1-20 1 1_19 SEE 3 FOR 10O ADDITIONAL ECEPTACLES I ENTRY VE5TIE�Lfz T T IF1 F ID 1-28 _1 1-340: GF/WP_r 10, WIFI 1-3 M-220 1-01-36 1-24 1 1 18 1 100 me. 10:1 1 [01 01 F1 G /Wp v _4 1-24 GqpF/WP L GF WP M-24 M-22 F/WP ;11-13 -26 B c (]�F/WP IF G M-26 E NORTHCH 2 FIRST FLOOR PLAN D E-102 SCALE: 3/16" = 1'-0" 1 71V 0 0 _��M'l NEMA 1 STOR6��, EM 112 3P 120A D C SW KEF-H1 I <-170(T'l �Hll WHJ1 N GF/WP EMl-13 EM 1 43 EM1-13 )b GF/WP F(Ib GF(H) G, 6GFLJ UT NEL -11 EM1-1 EM1-3 MD WIFI GF/ C K-4 EMJ�C M1 5 E 5 -1 P- A DISC SW L 1 P A WI` �1#% -9 KIT H N GF/OC WH#3 F 4 T qG EM11 -43 WH#3- -- t K-11 EM1-19, K-8 F K-10, K-12 E 3 K-17 MP EM1-15, EM1-17 K 4 OGF/ 1 PANEL/ USAC RITY14� __1 P-20A DISC SW n HOOD EM WH#3 F EMl-43 K-7 GF K- W 4 T 1-30 ---------- A\r JANITOR K-19 GF 11 K - 18 -,GF www�- EF#2 7 GF: MIJA 1 EMl-11 - - ----------- T- ------ ---------- 6G _j GF/OC bE 16 D GF/WP'_ 1 �/W NEMA 4X 1-14 MPUA 1 u W�H K-17 _TI F 21 R WH#2 2Pt--60A 3P 1P-20A DISC SW_ D�C SIN DISC-2 EMl-43 K 14,16 EM1- 4,46.48 ENTRY OPEN TERRACE_EoA 4X 2P�-60A DISC SW - K-11 3,15 WORK ITEM UPON ACTIVATION OF HOOD FIRE PROTECTION (ANSUL), 120V LOADS UNDER HOOD SHALL BE SHUT BY PROVIDE CONTACTOR. CONTACTOR AND -- INTERFACE. M K L NEW ��EXISTING FEED SPLICE TO PAVILLION r—NEW FOR P I I I I I I I I I BOX MDP. FEED SEE PANEL SCAVILLION HEDULETO & RISER UNEXCAV AIEL) I _L4 A B c P5 EM 1 -32 C311 P-20A, DISC SW P6 EM1-321:P1P-2OA, DISC SW L-44 P7 EM 1 -32 U 1 P-20A, DISC SW PANEL P8 EM1 -32 C3J 1 P-20A, DISC SW P9 EM 1-32 EP 1 P-2OA, DISC SW M _rp1O EM1-320J1P-2OA, DISC SW 1 3 1 BPIL2a Cis BOILER P1 EMl-121311P-20A. DISC SW -DISC_ P2 EM1-12 011 P-20A, DISC SW P3 EMl-12 UlP EMl-49 E� -20A, DISC SW PUMP -20A, DISC SW CONTRO PANEL P4 EMl-12 E311P -------- EM 1 -36 J_ t 1;-_---REClRC PUMRU--- M-370 NEMA 1 M-39 1 P-20A EMl-49 00 EM _EM 1-14' EM 1 -43 1 P-20A DISC SW T UH 37-- M.740 #3 10 ,_----2P_20� TPANEL PANEL EM 1 -41 EF#1 DISC SW -7 A EN2 FIRE ALARM SU 16 1 01 - 1 t GF CONTROL PANEL PROVIDE DRIP PAN F� EM1 18 LOAD M Ml-31 MANAGEMENT GENERATOR CONTROL PANEL /OVER SERVICE PANELS AC#1 SUMP MOD L�LE REMOTE 1 9 EM 1 34 ANNUNC�IA�T, - SEWAGE EJECTOR , PACKAGE SYSTEM =1=39- ELE MD --EM4-45- 4- A- _r 1 P-20A DISC SW QMD _r UH#3 EM10 45 EM1 -45 k. PANEL cli PANEL, EXISTING MDP E EX-' 400A METER P-20A UHfl(:b -.1 1 jr AC#2 DIS� SW L 11; 1 1 1:1 _T_ E----lvl�-1,3 MD 1_36 ---------------------------- L EM1 Y45 r-------- 1-37 --T--T- I I EXISTING - -- AC 4 �,#4 P-20A 400A SERVICE DI -U_H�2 - 1-39 �-T _T T -DISC-- - --- -- - - __ --, - " I I I i _�0,22 UH 2 EM1 sf=AcI_= =_` ---- ----------- Lf��4 --------------------- 1-39 NEMA 1 1 P-20A EM 1 -47 1-39 I P 20 1 StUH#1 1S_6 EM1 -43 ROUTE ALL EM1/EM2 CIRCUITS IN CONDUITS --4 11AA1 -20A DISC sw SEPARATE FROM NON-� LANDBY CIRCUITS EW�45 - 4- 71 [T] 1 -371 -37 EM1- OMD UNEXCAVATEC) #3 1 CH#1 SImE 2P-20A DISC SW E -16,18- M1 1-3 7 4- E c') WERNER E TIETIEN P.E. CELLAR FLOOR PLAN NORTH K L CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 E-102 SCALE: 3/16" = l'-O" TEL(914) 967-9505 FAX:(914) 967-2 310 e-mail:info@tietjenpe.com www.tietjenpe.com IUCHIHIM NCIIM PLANNING INIH101 ARCHITECTURE, p , c .1 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION I 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4/26/0 FOR WWII% WCHEN W= FILM NO DATE REVISIONS BY ELECTRICAL !CELLAR AND FIRST OOR PLANS PROJ NO.: 21524 SCALE: NOTED DRAWN BY: 6Z _J 7 �CHECKED BY:C%G DATE: 24-APRL-181 f 5 -2 a 3 m U V a-! Q N �J N PANEL M TYPE SURFACE MAINS CU. 400 AMPERES FED BY 250A CB K.A.I.0 MIN. RATING 22 VOLTAGE 120/208V,30,4W & GND M.L.O. FEEDER SEE RISER C U 0 R I P ASSIGNMENT 0 T S AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE LOAD WATTS H A g LOAD WATTS AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE o T S ASSIGNMENT R P 0 C U 1 2 60 ACCU#1 OUTDOOR COND UNIT #6 6.3 KW A 6.3 KW #6 ACCU#6 OUTDOOR COND UNIT 60 _2 2 3 B 4 2 60 ACCUOUTDOOR COND UNIT #6 6.3 KW A 4.5 KW #8 ACCUOUTDOOR COND UNIT 40 2 6 7 A $ 9 2 40 ACCUOUTDOOR COND UNIT #$ 4.5 KW B 4.5 KW #8 ACCUOUTDOOR COND UNIT 40 2 10 C 12 13 2 40 ACCU#4 OUTDOOR COND UNIT #8 4.5 KW A 2.3 KW #10 ACG 9 # SPLIT SYSTEM 30 2 1 15 B 16 17 2 20 ACCU#5 OUTDOOR COND UNIT #12 4.5 KW C FUTURE ELECTRIC CAR CHARGER 40 2 18 19 A 20 21 2 40 ELECTRIC CAR CHARGER #4 6 KW B 360 W # 12 3 EXT. REC 20 1 22 23 C 360 W #12 3 EXT. REC 20 1 24 25 2 4o ELECTRIC CAR CHARGER #4 6KW A 360 W #12 3 EXT. REC 20 1 26 27 B 180 W #12 1 TOILET GFI 20 t 2$ 29 1 20 POLE REC 4 #10 180 W C 180 W #12 1 TOILET GFI 20 1 30 31 1 20 POLE REC 4 #10 180 W A FUTURE ELECTRIC CAR CHARGER 40 2 32 33 1 20 SPARE 1 #12 180 W B 34 35 1 20 SPARE C ISPARE 20 1 36 37 1 20 UTIL RM REC 2 #12 360 W A 180 W #12 ELEV CAB PWR 20 1 38 39 1 20 UTIL RM REC 2 #12 360 W B 180 W #12 ELEV PIT REC 20 1 40 41 1 20 EXTERIOR REC I C SPARE 20 1 142 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. C U . GROUND B U S CONNECTED LOAD 51 KW • .• LOAD WATTS LO .CABLE 1 WATTS OR MC GA. THHN CU. WIRE I ASSIGNMENT loll agom ` - ■ n • i iIIIIIIIIIIIII]BE • _ m®n �mm .. ■ . i i • i moo ®um ■ RANGE '_ moo DE® �� ■ .ii i RANGE®u® �ELECTRIC RANGE REC mum ME ��Iml: CLOSET REC IME �m ® n 332 MER mom ' - ■ :.. i ®• mom 1. PROVIDE WITH HINGED LOCKABLE COVER. REMARKS: CU. GROUND BUS CONNECTED LOAD 19 PANEL EM1 TYPE SURFACE MAINS CU. 200 AMPERES FED BY 22KW STANDBY GEN VOLTAGE 120/208V, 30, 4W & GND M.C.B. 150 FEEDER SEE RISER C! R U 0 R P ASSIGNMENT 0 T S AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE LOAD WATTS H A E LOAD WATTS AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE 0 T S ASSIGNMENT R P 0 C R C U I 1 1 20 ICE MAKER 1 #10 1,200 W A 4 KW SEE RISER EM2 VIA LOAD MANAGENENT 50 2 2 3 1 20 3—DOOR FRIDGE 1 #10 1,400 W B 4 5 1 20 COUNTER REC 1 #12 360 W C SPARE 20 1 6 7 1 20 RANGE 1 #12 180 W A 1 1,200 #10 41 2ND FL LTG 20 1 8 9 1 20 CONY REC (KITCHEN) 1 #12 180 W B #12 7 ATTIC LTG/REC 20 1 10 11 1 20 CONV REC (KITCHEN) 1 #12 180 W C 600 W #12 4 PUMPS FL P2, P3, P38 20 1 12 13 1 20 EXT/CL REC 3 #12 180 W A 1 #12 4 BSMNT REC 20 1 14 15 1 20 ISLAND REC (KITCHEN) 1 #10 360 W B 2 AT % HP 2 KW #10 AC#1, AC#3 20 2 16 17 1 20 ISLAND REC (KITCHEN) 1 #10 360 W C 18 19 1 20 ELECTRIC RANGE 1 #10 1,800 W A-2 AT �4' HP 2 KW #10 AC#4, AC#7 20 2 20 21 1 20 EWC 1 #12 600 W B 22 23 1 20 1ST FL LTG 40 #10 1,200 W C 180 W #12 1ST FL REC 20 1 24 25 1 1 20 1ST FL LTG 36 #10 1,044 W A 180 W #12 2ND FL REC 20 1 26 27 1 1 20 2ND FL LTG 36 #10 900 W B 180 W #12 1ST FL REC 20 1 28 29 1 20 BASEMENT LTG/STAIR LTG #10 1,100 W C 180 W #12 1ST FL OFF REC 20 1 30 31 1 20 ELEV SUMP 1 #12 360 W A 250 W #12 3 PUMPS P4, P5, P6 20 1 32 33 1 20 NETWORK CLOSET 1 #12 1,000 W B 500 W #12 1 SUMP 20 1 34 35 1 20 NETWORK CLOSET 1 #12 1,000 W C 500 W #12 1 EJECTOR 20 1 36 37 1 20 OFFICE REC 2 #12 360 W A 370 W #10 1 1ST FL LTG 20 1 38 39 1 20 OFFICE REC 2 #12 360 W B #10 SITE LIGHTING 20 1 40 41 1 20 FIRE ALARM 1 #12 600 W C #10 SITE LIGHTING 20 1 42 43 1 20 CH#1,EF#1,#2,#3,#4,#5,#6 7 #12 800 W A 1,200 W #12 1 MAU# 1 20 3 44 45 1 20 MD, WH# 1,#2,#3 4 #12 360 W B 46 47 1 20 UH 3 #12 360 W C 48 491 1 1201 BOILER 1 #12 360 W I A I I I SPARE 1201 1_j 50 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND B U S CONNECTED LOAD 3o KW PANEL 1 TYPE SURFACE MAINS CU. 100 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120/208V,30,4W & GND M . L. 0. \/ FEEDER SEE RISER C T R ASSIGNMENT o T S AC OR MC MABL12 # GA. THHN CU. WIRE LOAD WATTS A E LOAD WATTS AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE 0 T s ASSIGNMENT R R P o C U 1 1 20 TVS 104,102 2 #12 800 W A 600 W #12 1 106 HAND DRYER 20 1 2 3 1 20 TVS 101 1 #12 400 W B 600 W #12 1 106 HAND DRYER 20 1 4 5 1 20 SPARE C 600 W #12 1 110 HAND DRYER 20 1 6 7 1 20 SOLARIUM REC 104 1 1 #12 1,000 W A 600 W #12 1 1 110 HAND DRYER 201 1 $ 9 1 20 SOLARIUM REC 104 1 1 #12 1,000 W B 600 W #12 3 1 MISC REC 201 1 10 11 1 20 SOLARIUM REC 104 1 #12 180 W C SPARE 20 1 12 13 1 20 HALL REC 102 1 #12 1,000 W A 600 W #12 1 EXT REC 20 1 14 15 1 20 HALL REC 102 1 #12 180 W B 600 W #12 1 EXT REC 20 1 16 17 1 20 HALL REC 102 1 #12 180 W C 600 W #12 1 EXT REC 20 1 1 18 19 1 20 HALL REC 101 1 1 #12 180 W A 600 W #12 1 EXT REC 20 1 20 21 1 120 HALL REC 101 1 #12 1,000 W B 600 W #12 1 EXT REC 20 1 22 23 1 20 119 REC 1 #12 180 W C 600 W #12 1ST FL LTG 20 1 24 25 1 20 GEN ACCESSORIES #10 1,000 W A SPARE 20 1 26 27 1 20 GEN ACCESSORIES #10 1,000 W B 180 W #10 ICONV REC 20 1 28 29 1 20 GEN ACCESSORIES #10 360 W C 1,000 W #10 CATERING REC 20 1 34 31 1 20 GEN ACCESSORIES #10 360 W A 180 W #10 CATERING REC 20 1 32 33 1 1 20 SPARE B 180 W #10 CATERING REC 20 1 34 35 1 20 1ST FL REC #12 360 W C 180 W #10 CATERING REC 20 1 36 37 1 20 BASEMENT REC 1 #12 180 W A 850 W #10 1ST FL LTG 20 1 38 39 1 120 20 BASEMENT REC #12 180 W B 360 W #12 SPARE 20 1 40 41 1 1ST FL LTG # 12 525 W C 490 W # 12 1ST FL LTG 20 142 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND B U S CONNECTED LOAD KW PANEL 2 TYPE RECESSED MAINS CU. 100 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120/208V,30,4W & GND M.L.O. \i FEEDER SEE RISER C 10 9 � R � ASSIGNMENT 0 T � AC OR MC CABLE MIN. #12 cu WIRE LOAD WATTS H A s LOAD WATTS AC OR MC CABLE MIN. #12 cu: wIRE 0 T S ASSIGNMENT R 0 C R C T 1 1 20 RM 204 REC 2 #12 600 A 90OW #12 1 201 HAND DRYER 20 1 2 3 1 20 RM 204 REC 2 #12 180 B 90OW #12 1 201 GF REC 20 1 4 5 1 20 RM 204 REC 2 #12 180 C 90OW #12 1 218 HAND DRYER 20 1 6 7 1 20 CLASSROOM 202 REC 2 #12 600 A 90OW #12 1 218 REC 20 1 9 1 20 CLASSROOM 202 REC 2 #12 180 B 180 #12 3 CORRIDOR REC 20 1 t0 11 1 20 LOUNGE 202 REC 2 #12 360W C 752 #12 1 LTG 213 20 1 12 13 1 20 LOUNGE 202 REC 2 #12 360W A 1,50OW #10 2ND FL. LTG 20 1 14 15 1 20 LOUNGE 202 REC 2 #12 360W B 1,100W #10 2ND FL. LTG 20 1 16 17 1 20 MEETING RM 217 REC 2 #12 360W C 180 #12 MTG RM REC 20 1 18 19 1 20 MEETING RM 217 REC 2 #12 360W A 600 #12 LTG — 1 ST FL 20 1 120 21 1 120 MEETING RM 217 REC 2 #12 360W B 180 #12 1 PANTRY REC 20 1 22 23 1 20 MEETING RM 214 REC 2 #12 360W C 180 #12 1 PANTRY REC 20 1 24 25 1 20 MEETING RM 214 REC 2 #12 360W A 180 #12 1 MTG RM FL BOX 20 1 26 27 1 20 MEETING RM 214 REC 2 #12 360W B 180 #12 1 MTG RM FL BOX 20 1 28 29 1 20 OFFICE 210 REC 2 #12 60OW C 180 #12 2 MTG RM REC 20 1 30 31 1 20 OFFICE 210 REC 2 #12 60OW A 180 #12 2 MTG RM REC 20 1 32 33 1 20 VIDEO REC 4 #12 900W B 180 #12 2 MTG RM REC 20 1 34 35 1 20 MTG RM 1 #12 360W C 180 #12 2 MTG RM REC 20 1 36 37 1 20 SPARE 1 #12 1,OOOW A 180 #12 2ND FL REC 20 1 38 39 1 20 MTG RM MILLWORK 1 1 #12 360W B 360W #12 MTG RM MILLWORK 20 1 40 41 1 20 MTG RM MILLWORK 1 #12 360W C 360W #12 MTG RM MILLWORK 20 1 42 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. C U . GROUND B U S CONNECTED LOAD KW PANEL EM2 TYPE SURFACE MAINS CU. 60 AMPERES FED BY 50 AMP VOLTAGE 120/208V, 10, 4W & GND M.L.O. "GENERATOR SMART MODULE" FEEDER SEE RISER C ik P R 0 AC OR MC CABLE LOAD H LOAD AC OR MC CABLE o T R P 0 R U I P ASSIGNMENT MIN. #12 GA. THHN WATTS A E WATTS MIN. #12 GA. THHN ASSIGNMENT P C U S CU. WIRE CU. WIRE S T 1 2 20 AC#2, AC#5 #10 2 AKW H A BLANK 20 1 2 3 2 B BLANK 20 1 4 5 2 20 AC#6, AC#8 #10 2 A2 KW H A BLANK 20 1 6 7 B BLANK 20 1 8 9 1 20 SPARE A BLANK 20 1 10 11 1 1 20 SPARE B BLANK Igo 1 12 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND B U S CONNECTED LOAD 4 KW L-20KW (DEMAND) —11 KW (CONNECTOR) 6KW (DEMAND) —11 KW (CONNECTOR) 6KW (DEMAND) [MI11CIM 4f11111 PLANNING INTERIORS ARCHITECTURE, P,C,1 t RYE BROOK, . , CRAWFORD MANS ON,! RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 496/0 FM BIO 64261I9 KITCHM W= RL.INS os-aet-�s NO DATE REVISIONS BY 45629` --Es StUN. PROD NO.:21✓24 SCALE: NOTED DRAWN BY: SZ CHECKED BY:GG DATE: 24-,4ML- 104 9 ELECTRIC LEGEND SYMBOL DESCRIPTION &/OR SPECIFICATION E LIGHT FIXTURE & OUTLET PENDANT TYPE LIGHTING FIXTURE & OUTLET Q 0 Di BRACKET OUTLET & FIXTURE SEE FIXTURE SCHEDULE EXIT LIGHTS WITH OUTLETS- BACK MT"D, CEILING & DIRECTIONAL TYPE FOR MORE INFORMATION A A=TYPE UGHTTNG FIXTURE AS DESCRIBED IN LIGHTING FIXTURE SCHEDULE S SINGLE POLE 2DA, TOGGLE SWITCH, DECORA STYLE (OR NLIGHT) S3 THREE-WAY 20A, TOGGLE SWITCH, DECORA STYLE S. MOTION SENSOR SWITCH, SENSOR SWITCH JWSD-PDT-2P S; COMBINATION SWITCH & PILOT LIGHT / THREE WAY So DIMMING SWITCH RAISE/LOWER - NLGHT SYSTEM CONDUIT RUN CONCEALED IN CEILINGS &/OR HUNG CEILING &/OR WALLS r POWER DISTR. PANEL, LIGHTING PANEL, & RECEPTACLE PANEL MANUAL FIRE ALARM STATION Ft &- FIRE ALARM SIGNAL AUDIOVISUAL TYPE 10 FIRE ALARM SIGNAL VISUAL ONLY TYPE O+ H HEAT DETECTOR 135'F FIXED TEMP. TYPE 225 S.F. COVERAGE OS CEILING SMOKE DETECTOR PHOTO ELECTRIC TYPE S @= DUCT MOUNT SMOKE DETECTOR (94 DUPLEX RECEPTACLE, CHILD TAMPER RESISTANT LEVTTON #175825-COLOR QUAD RECEPTACLES (2 DUPLEXES) SPLIT CIRCUIT. SEE LEGEND FOR RECEPTACLE SPEC. QUAD RECEPTACLES ONE CIRCUIT. SEE LEGEND FOR RECEPTACLE SPEC. N= BACKBOX AND RACEWAY FOR CAMERA A/V OR SECURITY Q RACEWAY PASS THROUGH 2" EMT WITH DRAGUNE (15H SPECIAL PURPOSE, 250V RECEPTACLE GF @4 DUPLEX GFCI CHAILD TAMPER RESISTANT L EVITON #GFWT2G5362-WT-COLOR (J� y JUNCTION BOX E.C. TO MAKE ALL REQUIRED CONN. TO DESIGNATED EQUIPMENT ly FUSED DISCONNECT SWITCH— SIZE PER INTENDED USE. UNFUSE WHERE NOT REQUIRED ALL H.D. TYPE EXCEPT NEMA-3R EXTERIOR USE MOTOR- NUMBER DENOTES HORSEPOWER THERMOSTAT PROVIDED BY H.C. INSTALLED AND WIRED BY E.C. MOTOR OPERATED DAMPER / MOTOR OPERATED VALVE 04 DATA OUTLET WITH 1" C.O. TO DROP �I TEL OUTLET WITH 1' C.O. TO DROP a CEILING MOTION DETECTOR - NLIGHT SYSTEM 1gQ DIRECTIONAL, WIDE AREA OCCUPANCY SENSOR - NLIGHT SYSTEM ABBREVIATIONS E.C. ELECTRICAL CONTRACTOR HD HEAVY DUTY H.C. HEATING CONTRACTOR CU COPPER P.C. PLUMBING SUB CONTRACTOR WP WEATHER PROOF G.C. I GENERAL CONTRACTOR FLUOR. FLUORESCENT E.F. EXHAUST FAN GRD. GROUND LP LIGHTING PANEL CB CIRCUIT BREAKER PP POWER PANEL GF GROUND FAULT C.O. CONDUIT ONLY DISC. DISCONNECT A.F.F. ABOVE FINISHED FLOOR FACP FIRE ALARM CONTROL PANEL N.T.S. NOT TO SCALE MD MOTORIZED DAMPER NEC NATIONAL ELECTRIC CODE (LATEST) MV MOTORIZED VALVE S/N SOLID NEUTRAL CC CLEAR COVER RG6 VIDEO CABLE M MICROPHONE XLR AUDIO CABLE 1OOA 'NL 2 TO REFEED PAVILLION (3)#3,#6 GND THWN CU 1-1 /4" EMT.0 E rn FEED TO EXISTING _ fir PAVILLION TO REMAIN / (4) #3, #6 GND THWN CU 1-1/4- EMT.0 INTERCEPT/SPLICE EXISTING I - I FEEDER TO NEW MDP (rE .T 1.1 400A MDP BOND NEW PIPING TO I---IE TVSS SERVICE GROUND f EXISTING 400A SERVICE DISCONNECT (4) 500 KCMIL, 1 /0 GND THWN CU, 4" EMT.0 NOT TO SCALE 1. ALL WORK SHALL COMPLY WITH THE STATE'S ADOPTED NFPA AND ADOPTED NEC WITH LOCAL SUPPLEMENTS. 2. WORK PERFORMED SHALL BE UNDERTAKEN WITH PRECAUTION BEING MAINTAINED TO ENSURE SAFETY OF PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK PROCEDURE. 3. WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED IN FIELD. LOCATE NEW CONDUIT RUNS TO CLEAR EXISTING AND NEW PIPING, DUCTWORK, ACCESS DOORS AND OTHER OBSTRUCTIONS. COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE NECESSARY TO AVOID INTERFERENCE. 4. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AND INSTALL AT EACH END AND IN INTERMEDIATE PULL/JUNCTION BOXES, CABINETS, HOUSINGS, ETC. INDICATE ON TAGS, LEGIBLY, MINIMUM 1/4" HIGH LETTERS, THE POINTS OF ORIGIN AND TERMINATION OF EACH CIRCUIT. INCLUDE DATE OF INSTALLATION. 5. WHEN PORTION OF AN EXISTING CIRCUIT IS TO BE REMOVED OR IS ON WALL BEING REMOVED, CONTRACTOR SHALL MAKE NECESSARY MODIFICATIONS AND/OR ADDITIONS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY OF UNCHANGED PORTION. 6. VERIFY EXACT LOCATION OF EQUIPMENT, SHOWN OR NOT SHOWN, IN FIELD PRIOR TO PERFORMING ANY WORK. 7. VERIFY IN FIELD THAT ANY EQUIPMENT AND WIRING TO BE REMOVED DOES NOT SERVE ACTIVE EQUIPMENT TO REMAIN PRIOR TO DISCONNECTING/ REMOVING. 8. INSTALL CONDUIT RUNS AS CLOSE TO CEILING DECK AS POSSIBLE. PROVIDE REQUIRED CONDULETS, ELBOWS, FITTINGS, OFFSETS, AND PULLBOXES. 9. CONDUITS SHALL BE PROPERLY SUPPORTED FROM CEILING DECK ABOVE. NO CONDUIT SHALL BE SECURED TO, SUPPORTED BY OR HUNG FROM DUCTWORK OR PIPING OR OTHER, SUCH ITEMS. 10. PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. 11. PROVIDE SLEEVES FOR RACEWAYS PIERCING FIRE RATED WALLS, FLOORS, AND OTHER CONSTRUCTION OBSTACLES. 12. APPLY LABELING ON CONDUIT FOR BUILDING ALARM CIRCUITRY AT INTERVALS OF 20 FT. 13. CONDUCTORS IN PARALLEL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE CODES. 14. PHASING OF ELECTRICAL WORK SHALL COMPLY WITH "PHASING OF THE WORK" AS DESCRIBED BY ARCHITECT. 15. PROVIDE BLANK COVERS ON ABANDONED OR UNUSED OUTLET BOXES. 16. MAKE FINAL CONNECTIONS FOR MOTORIZED EQUIPMENT OR EQUIP. SUBJECT TO VIBRATION, WITH FLEXIBLE RACEWAY. 17. IF ANY DEVIATIONS/VARIATIONS ARE DISCOVERED BETWEEN FLOOR PLANS AND CONNECTION DIAGRAMS, THE CONTRACTOR SHALL PROVIDE FOR THE MOST EXPENSIVE SITUATION WITH CREDIT SUBMITTED, SHOULD THE LESSER AMOUNT BE REQUIRED. 18. WHERE THE PLANS DO NOT INDICATE THE BRANCH CIRCUIT WIRING AND CONDUIT FOR FIXTURES OR OUTLETS NOR THE CONDUIT SIZE FOR FEEDERS. PROVIDE THE CORRECT WIRING QUANTITY AND SIZE, INSTALLED IN CONDUIT, AS REQUIRED BY THE INDICATED CIRCUITRY AND THE NATIONAL ELECTRICAL CODE WITH LOCAL SUPPLEMENTS. 19. PROVIDE IDENTIFICATION ON EACH FACEPLATE, DISCONNECT SWITCH, PANEL, ETC. IDENTIFICATION OF WIRING DEVICE FACEPLATE SHALL CONSIST OF PANEL DESIGNATION AND CIRCUIT NUMBER OF DEVICE AS CONNECTED, UTILIZE BROTHER 'P-TOUCH' TYPE MATERIAL ADHERED TO FACEPLATE. IN HIGH FINISH APPLICATION, LABEL MAY BE BEHIND PLATE. 20. NEW SYSTEMS SHALL BE MADE OPERATIONAL AS SPACES ARE ACCEPTED, PROVIDE PERSONNEL, TESTING, SCHEDULING AS REQUIRED. INCLUDE COST IN BID. 21. LOCATIONS OF OUTLETS ARE APPROXIMATE AND FINAL LOCATION SHALL BE AS DIRECTED BY THE ARCHITECT. VERIFY ALL LOCATIONS BEFORE INSTALLATION. NO EXTRAS WILL BE ALLOWED FOR CHANGES UP TO 10'-0" FROM LOCATION SHOWN ON PLAN PRIOR TO ROUGH -IN. 22. REFER TO THE MECHANICAL/PLUMBING/KITCHEN EQUIPMENT APPROVED SHOP DRAWINGS AND WIRING DIAGRAMS FOR POWER, CONTROL AND ALARM WIRING CONNECTIONS. OBTAIN NECESSARY POWER, CONTROL AND ALARM WIRING REQUIREMENTS FROM MECHANICAL/PLUMBING/KITCHEN SUB -CONTRACTORS PRIOR TO BID AND INCLUDE IN BID. 23. CIRCUIT NUMBERS ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE POSITION ON THE PANEL BOARD. CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THE RECEPTACLE CIRCUITS NEAR THE TOP OF THE PANEL AND THE MORE HEAVILY LOADED CIRCUITS NEAR THE BOTTOM. BALANCE ALL CIRCUITS EVENLY BETWEEN PHASES SO THAT FEEDER WIRES CARRY APPROXIMATELY EQUAL CURRENT. REBALANCE IF NECESSARY. 24. ALL WORKS, MATERIALS, CIRCUITRY, AND COORDINATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE. <j> PROVIDE GENERAC MODEL# RG022 BRAND 22KW, 120/208V, 30, 4W STANDBY NATURAL GAS PADMOUNT GENERATOR WITH - ALUMINUM ENCLOSURE - SOUND ATTENUATED ENCLOSURE (70dB & 7 METERS - FULL LOAD (61 dB & 7 METERS - EXERCISE) - 300,000 CFM CONSUMPTION AT FULL LOAD - PROVIDE PAD, EXCAVATION, BACKFILL, RIGGING, TESTING 5 YR PARTS/LABOR WARRANTY �/ PROVIDE LEVITON TVSS #51120-3 i•]ifflim TL__2" GENERATOR ACCESSORIES (10) #10, THWN Cu PLUS GND CONDUCTORS, 2" PVC C. PLUS 2" PVC WITH CIRCUITRY. 4) 3/0,#4 GND THWN CU GENERATOR START/STOP ((6) #14 Cu THWN) EMT.0 (4) #1/0, #6 GND THWN CLI 1-1/2" EMT.0 H1OJAIPANEL 200A / E EM2 EM1 :250A] 50AMP (14�) ATS LOAD MANGEMENT V(4) PVC, SC EDD40 WITH MODULE SCHED 80 ELBOWS CELLAR (3) #4, #8 GND THWN CU, 1 " EMT.0 (4) #3, #6 GND THWN CU 1-1/4- EMT.0 (4) 250, #2 GND THWN CU 2-1/2" EMT.0 1 ST FL L I G H T I N G F I X T U R E S C H E D U LE FIXTURE TYPE SYMBOL DESCRIPTION MFG. CATALOG NO. LAMP DATA INFO. VOLTAGE MOUNTING REMARKS Li ���� UTILITY FIXTURE LITHONIA# WL4-30L-EZ1-LP35 LED 3,50OK 3,000 LUMENS, 29W 120V SURFACE L2 ® UTILITY FIXTURE LITHONIA# WL2-22L-EZ1-LP35 LED 3,50OK 2,000 LUMENS, 21 W 120V SURFACE L3 UTILITY UTHONIA# VTL4-30L-ADP-EZ1- LED 3,50OK FIXTURE LP835-EL7L-DGAtC 2,800 LUMENS 120V RECESSED EL7L, DGA14 WHERE REQUIRED L4 2X2 RECESSED LITHONIA# 2WRTL-G-L24- 5,OOOLM-0AW-AFL-120-EZ1-40K-80CRI-BE LED 5,000 LUMENS 42W 120V PENDANT PS1050 WHERE REQUIRED 4,OOOK, L5 8' DIRECT/INDIRECT MARK LIGHTING# S2UD-8FT-WRD- LED 2,600 LUfutENS UP PENDANT I-N-35 EZB SCT 2,066 LUMENS DOWN 120V PENDANT 0-1OV DIMMING 120-N10O-2-N-35-BW 12W FT L5A DIRECT/INDIRECT MARK LIGHTING# S2UD-4FT-WRD- 2 60L LUMENS UP PENDANT I-N-35-EZB SCT 26LUMENS DOWN 120V PENDANT 0-10V DIMMING 120-SLV-NiOO 12W FT L5B c ARCHITECTURAL SL2L-LOP-4FT-FLP-GB-8OCRI-35K- LED -3 500K 2,600 LUMENS UP LIGHTING 400OLMF-MINI- 120- NLIGHT 2,066 LUMENS DOWN t20V PENDANT 0-1OY DIMMING 12W FT —�� DIRECT/INDIRECT PEERLESS LIGHTING BRM9L-LLP- * LED PROVIDE FACTOR "L" CORNER FOR L6 PENDANT FT-MSL8-80CRI-35K-1DI-30OLMF -70/30-MINI 1,500 LUMENS, 19W, 3,50OK 120V FULL SQUARE/RECTANGLE ASSEMBLY. -NLIGHT-120-SCT-C110-F2/24A NLIGHT ENABLED L7 0 DOWNLIGHT GOTHAM-EVO-35/15-GAR-WD-LD-M-EZ1 LED 3,000 LUMENS, 37W 120V RECESSED 0-10V DIMMING L7A ® GOTHAM EVO-30/15-6AR-WD-LD-M-EZ1 LED 120V RECESSED 1,500 LUMENS, 3,500W L8 DECORATIVE AMERICAN GLASS LED 90CRI t20V SURFACE PROVIDE RECESSED BACKBOX SCONCE COMPANY FALCON 063-S19 3,OOOK, 12W, 850 LUMEN 0-10V DIMMING L9 DECORATIVE SURFACE AMERICAN GLASS COMPANY# FALCON 111-351-FL-36 LED 90CRI 3,OOOK, 3,210 LUMEN, 36W t 20V SURFACE PROVIDE RECESSED BACKBOX -� 0-10V DIMMING L9A DECORATIVE AMERICAN GLASS LED 90CRI 12OV SURFACE PROVIDE RECESSED BACKBOX PENDANT COMPANY# FALCON 111-351-P-36 3,210 LUMEN, 36W 0-10V DIMMING L9B DECORATIVE AMERICAN GLASS LED 90CRI t 20V PENDANT PROVIDE RECESSED BACKBOX PENDANT COMPANY# FALCON 111-351-FL-48 3,OOOK, 5,830 LUMEN, 75W 0-10V DIMMING L10 a DECORATIVE AMERICAN GLASS LED i 20V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY LASZLO 350-S-27 3,OOOK, 20W 0-.10V DIMMING L11 MEETING ROOM WINONA LIGHTING LED 3,OOOK, 120V WALL PROVIDE RECESSED BACKBOX INDIRECT 2' NLAWC801L-INT-ALIANI-35K-MVOLT-N100-CA-ALP 2,060 LUMENS, 24W 0-10V DIMMING L1 to MEETING ROOM WINONA LIGHTING# LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX INDIRECT 3 LAWC801L-TNT-ALIANI-35K-MV0LT-N100-CA-ALP 3,090 LUMENS, 35W 0-10V DIMMING L11 B MEETING ROOM WINONA LIGHTING# LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX INDIRECT 4' NLAWC801L-TNT-AUANI-35K-MVOLT-N100-CA-ALP 4,121 LUMENS, 47W 0-10V DIMMING L11 C MEETING ROOM WINONA LIGHTING# LED 3,OOOK, 120V SURFACE PROVIDE RECESSED BACKBOX INDIRECT 8° NLAWC801L-TNT-ALIANI-35K-MVOLT-N100-CA-ALP 8,242 LUMENS, 94W 0-10V DIMMING L12 DECORATIVE AMERICAN GLASS LIGHT LED 3,OOOK, PROVIDE RECESSED BACKBOX 0 PENDANT COMPANY# FLUTTER# 427-P-27 90CRI, 38W, 3,210 LUMENS 120V PENDANT 0-10V DIMMING HEIGHT DETERMINED WITH ARCHITECT Lt 3 0 DECORATIVE WINONA LIGHTING T5 BIPIN 120V PENDANT PROVIDE RECESSED BACKBOX SCONCE LUCA-5950-WFW5950-REC-SEE MOD-120-FCA-LSD-MOD LED RETROFIT ELV DIMMING. PROVIDE MOD FOR LED L14 a 0 o DECORATIVE AMERICAN GLASS LIGHT COMPANY# DINNER' READY ill- LED 3,OOOK, 120V WALL PROVIDE RECESSED BACKBOX c PENDANT 164-P-28 90CRI, 2,980 LUMENS, 38W 0-10V DIMMING L15 a DECORATIVE AMERICAN GLASS LIGHT LED 850 LUMENS 120V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY JESSIE I1-821911-FCS-LED 90CRI, 2,700K, 12W 0-10V DIMMING L160 DECORATIVE AMERICAN GLASS LED 3,OOOK 120V PENDANT PROVIDE RECESSED BACKBOX PENDANT LIGHT COMPANY-AVA-840124-P6-LED 90CRI, 2,776 LUMENS, 34W 0-10V DIMMING L17-� LED FLEX WITH CHANNEL JUNO FLEX CURRENT SL412-20FT-30K-80CRI-SMI-FR-SA(SL CUTTER, LED FT, 3,OOOK 4.4WjFT, 3,OOOK 120V 0-10V DIMMING SL CUP 4 -0-1OV DIMMING DRIVERS L18 ® DECORATIVE 6" PUCK WINONA LED POPS07 0-10 DIMMING DRIVER LED 4W 120V 0-10V DIMMING L19 DOWNLIGHT LED 24W 120V RECESSED NLIGHT LINEAR MARK ARCHITECTURAL LED L20 RECESSED LIGHTING FINL # 1,663 LUMENS, 46W 120V RECESSED NLIGHT 8FT-4D-H 3O AD-120-FF-N100 L21 DECORATIVE AMERICAN GLASS LIGHT LED 12K 120V WALL PROVIDE RECESSED BACKBOX SCONCE COMPANY DUNCAN-082-S 3,OOOK, 90CRI 0-10V DIMMING L22 ® IN -GRADE HYDREL, PARADOX# PDX10-55-18LED- LED 14K GRADE LUMINAIRE WHT41K-MVOLT-WFL-FLC-345-FRF/RG 1,700 LUMENS L23 TO BE DETERMINED 120V L24 ® EXTERIOR LITHONIA# SXF1 LED- LED 4,OOOK 120V WALL PROVIDE RECESSED BACKBOX FLOOD P2-40K-WFL-YKC62-DWHXD 42W, 5,500 LUMENS 0-10V DIMMING L25 C}� EXIT SCONCE AMERICAN GLASS LIGHT LED 3,00OK MED BASE T-10 12DV SURFACE PROVIDE RECESSED BACKBOX COMPANY# SPUTNIK FLUSH-63-P 15W, 1,500 LUMENS 0-10V DIMMING L26 EXTERIOR LITHONIA# DSXF3LED-6 LED 4,OOOK 120V SURFACE PROVIDE RECESSED BACKBOX FLOOD P2-40K-MVOLT-WFL-YKC62-DM6-DWHXD 183W 0-10V DIMMING L27, T1 TRACK/FIXTURE EUTRADC-230 SERIES LED, 12W 120V SURFACE DMX CONTROL FIXTURE- ETC-LEDMINI-50 L28 UNDERGABINET JUNO LIGHTING UPLED09-30K-80CRI-SL-BLANK LED 3,OOOK 5W/FT, 300 LM/FT 120V RECESSED LITHONIA# DSXBLED-I6C B1 -530-40K-SYM- 1 20-PE-DDBXD LED 2$W ACCESSORIES DT=GF O BOLLARD ACCESSORIES (ALL FIXTURES) 4,OOOK 120V BOLLARD JC3, 171NBL, UDWMBL. Ell GF (ONLY) WITH OPTION JC 171NBL, UDWMBL FG FOR INTEGRAL GFCI RECEPTACLE POLE MOUNT FIXTURE UTHONIA# DSXO P1 AND POLE AND LED-40K-P2-T5M-MVOLT-SPA-PIR- LED 49W 120V SQUARE - MOTION SENSING, AUTO DIMMING FOUNDATION DLL127-F1.5JU 4,OOOK POLE - CONTINUOUS POWER TO FIXTURE P UTILITY/PIT LIGHT ECONOLIGHT E-VT LED 14W 900 LUMENS 120V SURFACE PROVIDE RECESSED BACKBOX L29 O-i FLAG POLE LIGHTS HYDRELL LIGHTING LED-19W, 1000 LUMENS 120V IN GRADE PDX10-18LEDNSP 3000K EXIT Q EM EDGE LIT EXIT LITHONIA LPR-W-2-GMR--120/277-EVN LED 120V SURFACE PROVIDE RECESSED BACKBOX /lM E�3 IYEM COMBO EXIT/EM UTILITY SPACES ONLY LITHONIA ECBG LED MG LED 120V SURFACE PROVIDE RECESSED BACKBOX L33/EM TWO HEAD EM FIXTURE LITHONIA # ELM2-LED-HO LED 120V SURFACE PROVIDE RECESSED BACKBOX N T�LS 1. LED FIXTURES SHALL BE LM70 MINIMUM RATED, 50,000 HOURS MINIMUM. 4. EXACT LOCATION OF FIXTURES SHALL BE DETERMINED BY ARCHITECTURAL REFLECTED CEILING PLAN 2. SUBMIT D.O.E. LIGHTING FACT SHEET FOR ALL FIXTURES AND APPROVED SHOP DRAWINGS. VERIFY CEILING TYPES, PRIOR TO SUBMITTING FIXTURES. 3. PROVIDE FIXTURES WITH NECESSARY TRIM & ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 5. COLOR & FINISHES SHALL BE AS SELECTED BY ARCHITECT. IA MliCIM NCI[111 P1ANNING INTERIORS 11 A R C H I T E C T U R E I P. C, 545.5 WESTCHESTER AVENUE 914-937-5596 CRAWFORD MANSION, RENOVATION/ALTERATION,l 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4n,bns M W b/26M KITCHM 4= FLING 1 -* 1�vieioMl NO DATE REVISIONS BY PANEL MDP TYPE SURFACE MAINS CU. 400 AMPERES FED BY EXISTING 400A K.A.I.0 MIN. RATING 22 VOLTAGE 120/208V,30,4W & GND FUSED DISC SWITCH M.L.Q. �/' FEEDER SEE RISER C p 0 T AC OR MC CABLE LOAD H LOAD AC OR MC CABLE 0 T Q C h L, I ASSIGNMENT MIN. #12 A MIN. #12 ASSIGNMEN T I C P �r GA. THHN WATTS S WATTS GA. THHN P U s CU. WIRE CU. WIRE 1 SEE A 30 KW — CONNECTED LOAD SEE PANEL EM2 VIA 2 3 3 250 PANEL. M RISER 59 KW B 20 KW — oEMANa LOAD RISER ATS WITH STANDBY BACKUP 150 3 4 5 C 6 7 3 200 PANEL K SEE RISER 11 KW (CONNECTOR) 6 KW A 11 KW SEE RISER ELEVATOR (SHUNT TRIP) 4O 3 8 9 10 11 (DEMAND) C 12 13 3 100 PANEL 1 SEE 11 KW (CONNECTOR) A BLANK BUS 14 15 RISER 6 KW (DEMAND) B SPACE FOR 200A CB 16 17 C 18 19 SEE A SEE PANEL 3 20 21 3 100 PANEL 2 RISER 11 KW B 6 KW RISER (THEATRICAL LIGHTING AND RECEPTACLES) 60 3 22 23 c 24 25 3 30 TVSS #10 A 15 KIN SEE RISER PAVILLION REFEED 100 2 27 B H28 29 C BLANK 30 REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. C U . GROUND B U S CONNECTED LOAD 142 KW PANEL 3 (THEATRICAL LTG) TYPE SURFACE MAINS CU. 60 AMPERES K.A.I.0 MIN. RATING 10 VOLTAGE 120j208V,30,4W & GND M.L.O. �/'FEEDER SEE RISER C 0 P 0 I P ASSIGNMENT 0 T s AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE LOAD WATTS H A E LOAD WATTS AC OR MC CABLE MIN. #12 GA. THHN CU. WIRE 0 T s ASSIGNMENT I P 0 C h C 1 1 20 DMX TRACK 6 #12 288W A 180W #12 1 CLG REC 201 1 1 2 3 1 1 20 DMX TRACK 6 #12 288W B 180W #12 1 CLG REC 201 1 1 4 5 1 20 DMX TRACK 6 #12 288W C 180W #12 1 CLG REC 20 120 1 6 7 1 20 LOW REC 1 #12 80OW A 180W #12 1 1 CLG REC 1 8 9 1 20 LOW REC 1 #12 80OW B 180W #12 1 CLG REC 20 1 10 11 1 20 LOW REC 1 #12 80OW C 180W #12 1 CLG REC 20 1 12 13 1 20 LOW REC 1 #12 80OW A 180W #12 1 CLG REC 20 1 14 15 1 20 LOW REC 1 #12 288W B 180W #12 1 1 CLG REC 20 1 16 17 1 20 CONTROLS 1 #12 360W C 360W #12 LOW REC 20 1 18 19 1 20 SPARE A 360W #12 LOW REC 20 1 20 21 1 20 SPARE B SPARE 20 1 22 23 1 1 20 SPARE IC I I I SPARE 20 1 24 p S REMARKS: 1. PROVIDE WITH HINGED LOCKABLE COVER. C U . GROUND BUS CONNECTED LOAD 6 KW FTRrTPfrAf T)Ae' A0-h'Q _ r rr � t ram NO, TAG PACKAGE # LOCATION WITCHES OPTION FANS CONTROLLED I.OGATIClt QUANTITY TYPES ? HP. JVOLTJ FLA SC-111.tl(]FP WaO Mount Its SO Boo 0 13- ji-wity Cabinet Left I Ligh-� 1 Fan SmartGantrcits 7harmcsstatic Contrr,z! Exhaust 1 1 I,Ol1L1 1 115 1 9,M Supply 1 11,060 115 9,0 1 BREAKER PANEL TO PRI14ARY CONTROL PANEL ftsporadbRitys Elac#Mcian WEAIiEit SIZE 3104N n TIC MAXDW a.U3WED BREAKER PANEL PRIMARY CONTROL 4 BREAKER IPH Neutrni _ I@D tf _..... 15 CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER, (. IST HI}DD LIGHT BREAKER SHAPED W! GONTROL POWER, '.VITCH 41 q BREAKER IPH Its V _Hat Grvound _ MCA; 11.2 A EXH`1 g MaCPl ZD ,A Hxt -VJE:2-50 9 BREAKER IPH _ Neutral 115 '�+' - — MCA, IL2 A � -- lI MOCPI ED A CONTROL PANEL TO FADS v B PRIMARY PANEL — LOad W111,19 � C-1 WERE DIRECT TO STARTER 5 16 Load Wiring I-2 T1 WIRE DIRECT TO STARTER _-] iss . rsagr -----_ FAN- 01 EkH-4 t xeurBai - - - - - _--_-----0'0 sa t:mQ WIRE TO DISCONNECT FAN; BE E C�NEUf�iSl -_-_ t� 'dMTE WIRE TO FACTORY PREfv IDED CONDUIT BROP V .11 r. ra �ovIphDESCRIPTION."— OF ICE J—.Iil—, I INITHI.L k20V Y ?hnsr oif cor+irot fnr I Exirnusi f¢n, I Supply Pnn, Exhaust on In Fire. Lights. out ka Flre. FneeCuT C3rtf0f4' Irk, NO Thernostnti-Ity Contracted. Aar te,po-t— setx.,ar swpped 'L.— for fl.Ld 1-t.Rdtlon. zM I r-- �" I TO 1 t" hC1,i''d ,.. FIRE SYSTEM _-_--- _ ___- -' __-- MICROSWITCN WIRE Cl TR CDtdh101d 4I?. WIRE ARI TO NORMALLY CLOSED (2), CI TO ARI SHOULD HAVE MS-1 41NOcar �25 CONTINUITY WHEN ARMED. --_----------- 1�, 9 �IL'DtF c�-- IF MORE THAN ONE , - FIRE SYSTEM, WERE N 2 41NG TRIP � IN SERIES AS SHOWN L A�, � - _-------------- - -- -1 IONTROL PANEL J4 ttiRE 7iRECTLY TO CONTROL BOARD HMI TO CAT-5 CONNECTION REMOTE MOUNTED PLACE END OF LINE PLUG IN EMPTY JACK, Phl EOL120A EEOZOA SWITCHES.` HOOD LIGHTS I .ONTROL PANEL Bl --- ----- __� ACK _ _ TO settt__a - — - _-- WHITE ---v HOOD LIGH 1B 140D YW MAX LURE TO J-DOX ON TOP OF HOOD TO CHEN TEMP SENSOR TO TUBE l SENSOR SIGNAL FOR EXTERNAL. SHUNT TRIP SPARE FIRE SYSTEM DRY CONTACT KITCHEN NOT TO SCALE -- ---- --- - - - - - - - -[Zi-I _-_I l IRE TD t�tt�lIMP CC- &O tRQt,hTS7ALL - ROOM TEMP SENSOR IN ROOM AWAY FROM HEAT SOURCES, DO NOT INSTALL SENSOR ON THE CEILING GRID, SEE MANUAL,. W--- CONTROL -----OARD. r-1 SENSOR MOUNTED IN HOOD CAPTURE VOLUME, THE (FOLLOWING CONNECTIONS REOLORED BASED ONJOBSITE SPECIFICATIONS ST TERMINAL IS ENERGIZED IN FIRE CONDITION, - - - - -- - ---ON -_ _ NORMALLY_EPEN PARE CONTACTS ttYLL h?AKE C2 TO - 'E. I RMtSSW[TC1! CONTROL F6NEL HI. - - - - - - ---.- ---�.:t' ^---Pl TO___ - _-_ --_-----_t EXTERNAL SIGNAL SWITCH THROUGH BM5 SWITCH WILL ACTIVATE 20NE1 FANS AND LIGHTS 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED FIRE ALARM VENDOR IN BID. OPEN SYSTEMS INC., OR AS APPROVED. 2. NEW FIRE ALARM EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO; - NEW ADDRESSABLE FIRE ALARM PANEL. - NOTIFICATION POWER SUPPLY. - DIGITAL MODEM FOR SPECIFIC ALARM REPORTING TO CENTRAL STATION MONITORING. - ALL REQUIRED AND INDICATED ALARM INITIATING AND NOTIFICATION DEVICES. - ADA COMPLIAN T STROBES AND HORN/STROBES WITH SYNCH MODULES. - ADDRESSABLE SMOKE DETECTOR. - CONVENTIONAL FIXED TEMP, 135'F HEAT DETECTORS. - ADDRESSABLE CARBON MONOXIDE DETECTORS. - ADDRESSABLE COMBINATION SMOKE/CO DETECTORS. 3. ALL WIRES SHALL BE PLENUM RATED FIRE ALARM CABLES. ALL WIRES SHALL BE RUN AS INDICATED ON RISER 4. SEE FLOOR PLANS FOR EXACT QUANTITY AND LOCATION. 5. PROVIDE SHOP DRAWINGS. SHOP DRAWING SUBMITTALS SHALL INCLUDE; - FULL FLOOR PLANS WITH DEVICE LOCATIONS AND ADDRESSES. - SYSTEM RISER AND CONNECTION PLANS. - DEVICE CUTS. - TEST REPORT. 6. PROVIDE ONE YEAR FULL SERVICE WARRANTY WITH PARTS AND LABOR COVERED. 7. TEST REPORT SHALL INCLUDE TESTING OF ALL DEVICES AND FULL SEQUENCE OF OPERATION. DOCUMENTATION SHALL INCLUDE ALL STEPS AND ALL DEVICES TESTED. FIRE ALARM SEQUENCE OF OPERATION ALARM INITIATION BY ANY SMOKE DETECTOR, WATER FLOW, CARBON MONOXIDE DETECTOR HEAT DETECTOR OR PULL STATION OR OTHER INITIATING DEVICE SHALL ACTIVATE; - ALL BUILDING HORN/STROBE AND STROBES. - ANNUNCIATION AND RECORDING AT FRCP. - SIGNAL TO REMOTE CENTRAL. OFFICE MONITORING. TROUBLE INITIATION BY ANY DEVICE SHALL ACTIVATE; - ANNUNCIATION AND RECORDING AT FIRE ALARM CONTROL PANEL. - SIGNAL TO REMOTE CENTRAL OFFICE MONITORING. - CARBON MONOXIDE ALARMS SHALL BE A UNIQUE TONE. wIN I .� WNW'! ALL STUB UPS AND VERTICAL RACEWAYS SHALL BE EMT CONDUIT WITH COMPRESSION FITTINGS. 2. IN ATTIC RUN CABLE SEPARATELY SUPPORTED FROM STRUCTURE. ANY CABLE BELOW 8' FROM FLOOR SHALL BE IN EMT CONDUIT WITH COMPRESSION FITTINGS. 3. ON FIRST FLOOR AND SECOND FLOOR RUN ALL CABLES IN EMT CONDUIT OVER GYPBOARD AND CABLE SEPARATELY SUPPORTED OVER ACCESSIBLE CEILINGS. 4. IN CELLAR RUN ALL CABLES IN EMT CONDUIT WITH COMPRESSION FITTINGS 1 V YYAi GR JGRYIt r- -dowwwalk.- I I I— i• NOT • SCALE 11 ARCHITECTURE, P,C,� 545.5 WESTCHESTER AVENUE 914-937-5596 CRAWFORD MANSIOI` REN OVATION /ALTER ATI ON RIDGE RYE BROOK, DATE ISSUE TO PR DG 4/26/18 FOR B� 126/19 KITCRN FI= RLLING I os-act R< NO I DATE REVISIONS BY ELECTRICAL IFIRE ALARM RISER 1 , NOTES of IvEw E. *A 9 A. PROJ NO.: 21524 SCALE: NOTED DRAWN BY: $Z E 106 10CHIHCIURE fACIIIIY PIANNING INIiR10RSI i4 AWG/SO`, 12 AWG/75, OR LARGER 14 AMG%90, Ij12 A4YG/75, OR TARGET 14 AYfG/90, 112 AWG%75, OR UIRGER CLASS i WIRING CLASS 1 WIRING CLASS 1 WIRING CAT 5 PATCH CABLE PLENUM RATED (TYPICAL.) 18 AWG CLASS 1 OR 2 WIRING 18 AWG 18 AWG CLASS 1 OR 2 WIRING CLASS 1 OR 2 WIRING ���� p�L (FpR S : N(I(BtAt IN AIR (FOR SENSING) ` —1 . N :V-...,..... _ ,.,,.., ti M NE4IIRdtL.__.._ nPP16 D ER —"OLEVOIM- nCM PDT 9 RJS DESCRIPTION: DESCRIPnONN: nUGHT 16A EM POWER PACK WITH G-10WOC DIMMING nLIGHT OCCUPANCY SENSOR DUAL TECH WITH )r KO STANDARD RANGE 3W CEILING MOUNT REQUIRES 120VAC/277VAC; UL924 LOW BUS POWERED; BEST FOR OFFICE, OPEN OFFICES. AND GENERAL SPACES FOR EXTENDED RANGE SUCH AS CORRIDORS AND STAIRWELLS. USE nCM 10 RJB FOR FIXTURE EM/INV (TYP.) Ts TYPOCAL 2-ZONE CONTROL USING nLIGHT POWER PACKS WITH NOR REFER TO PLANS FOR TYPES AND QUANTITIES BLUE: UNE OUT TO LOAD GND UE UNE OUT TO LOAD Y DIM+ Y: DU DIM- nPP16 D OLEi: DINT- nPP16 D OLET: DIM - DESCRIPTION: DESCRIPTION: nUGHT 16A POWER PACK WITH 0-10VDC DIMMING nUGHT 16A POWER PACK WITH 0-1OVDC DIMMING WITH X" WITH REQUIRK120VAC/277VAC REQUIRES TS20VAC/277VAC T24 2013 COMPLIANT SEQUENCE OF OPERATION: 1. OCCUPANCY SENSOR PROVIDES AUTOMATIC ON/OFF OF LIGHTS BASED ON ROOM OCCUPANCY ( USE DEFAULT TIME DELAY FOR OCCUPANCY SENSOR) . 2. nPODM 2P DX SWITCH PROVIDES MANUAL OVERRIDE OF THE LIGHTS: ON/OFF/RAISE/LOWER. 3. WHEN NORMAL POWER IS LOST, ALL nPP16 D ER POWER PACK (S) SHALL SHUNT CLOSED; THEREFORE LIGHTS CONTROLLED VIA nPP16 D ER POWER PACK (S) WILL REMAIN ON AS LONG AS DESIGNATED GENERATOR/INVERTER POWER IS ACTIVE. nLIGHT SYSTEM NOTE: 1. OCCUPANCY SENSOR IS CAPABLE OF DOING PARTIAL ON AND PARTIAL OFF AS PROGRAMMED ON SITE. PROVIDE IN SPACES WHERE REQUIRED SUCH AS CORRIDORS AND STAIRWELLS. LIGHTING CONTROL/ SEQUENCE OF OPERATION CELLAR —AUTOMATIC ON FROM LOCAL SENSORS. —MANUAL OFF FOR MAINTENANCE PURPOSE ONLY. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. TOILET ROOMS, STORAGE ROOMS ALL FLOORS —AUTOMATIC ON FROM LOCAL SENSORS —AUTOMATIC OFF FROM LOCAL SENSORS —MANUAL OFF FOR MAINTENANCE PURPOSES —STORAGE ROOMS, EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS(WHERE INDICATED) —TOILET ROOMS, EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER. OFFICES —MANUAL ON, AUTO OFF FROM WALL SENSOR WHERE INDICATED. —MANUAL ON, AUTO OFF FROM WALL SWITCH AND CEILING SENSOR WHERE INDICATED. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. KITCHEN -MULTIPLE SWITCHES, MANUAL CONTROL. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. OPEN STAIRS 1ST FLOOR TO 2ND FLOOR -MANUAL ON, MANUAL DIMMING, MANUAL OFF. FIXTURES STAY ON TILL PRE—SET TIME. SENSOR OVERRIDES TIMER TO KEEP LIGHTS ON. -EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER CLOSED STAIRWAYS —AUTO ON, MANUAL OFF FOR MAINTENANCE PURPOSES ONLY. —EMERGENCY LIGHTING FROM BATTERY POWERED WALL PACKS. 151 FLOOR EVENT SPACES —MANUAL ON, MANUAL DIMMING, MANUAL OFF. FIXTURES STAY ON TILL PRE—SET TIME. SENSOR OVERRIDES TIMER TO KEEPS LIGHTS ON. —EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER 2ND FLOOR EVENT SPINES —MANUAL ON, AUTO OFF FROM SENSORS. MANUAL DIMMING. —EMERGENCY LIGHTING FROM CENTRAL EMERGENCY LIGHTING INVERTER 1ST FLOOR HALL THEATRICAL LIGHTING SYSTEM —SEPARATE STANDALONE DMX SYSTEM. DMX HEAD END PROCESSOR BY OWNER. —DIMMING(0-10V)-- ACUITY #NPP16(D) —DIMMING(0-10V) WITH EM INVERTER BACKUP-- ACUITY #NPP16(D)ER —DIMMING ELV(INTERFACE TO 0-10V) PLUS BRIDGE --ACUITY# NSP5 PCD —LOCATE POWER PACKS FOR FIRST FLOOR LIGHTING IN ACCESSIBLE AREA CELLAR. —LOCATE POWER PACKS FOR 2ND FLOOR LIGHTING IN ATTIC. MANUAL DIMMING CONTRQLS(ONE PER ZONE) —RAISE/LOWER ON/OFF-- ACUITY# NPOD MDX CORNER MOUNT SENSOR —ACUITY # NWV PDT 16 CEILING MOUNT SENSOR —ACUITY # NCMPDT 9RJB GATMAIST FLOOR AND OPEN STAIR ZONES ONLY) —ACUITY # NECY AND NECY—EC(ENCLOSURE) WALL MOUNT SWITCH SENSOR LINE VOLTAGE) —ACUITY # SENSOR SWITCH BRAND # WSD PDT-2P SYSTEM IS OMEDQN ACUITY NLIGHT WIRED SYSTEM. —COORDINATE ALL WORK WITH REQUIREMENTS OF SYSTEM MANUFACTURER AND LIGHT FIXTURE MANUFACTURER. —PROVIDE ALL HARDWARE AND CIRCUITRY REQUIRED FOR A COMPLETE SYSTEM. —SEE WIRING DIAGRAM FOR MORE INFORMATION. CONTACT ANDREW GROSS, NY DIGITAL(ACUITY LOCAL REP) FOR MORE INFORMATION 1-212-462-0288 EXT 5210 AN DREW.GRQSSQN QM8KDIGITAL.COM TO ADDITI ONAt nUGHT DEVICES OR TO BRIDGE PORT (IF NETWORKED) nPODM 2P DX DESCRIPTION: nUGHT ON/OFF/RASE/LOWER 2-ZONE SWITCH BUS POWERED BAS AUTOMATION INTERFACE PROTOCOL: BACNET IP (IF REQUIRED) TO LAN nBACNEr UNE IN 120YAC DESCRIPTION: nUGHT BACNEr IP INTERFACE INDUSTRY STANDARD JAM APPLIANCE DON RAIL MOUNTABLE BOTH INTERFACE AND POWER SUPPLY (MDR REQUIRES nUGHT GATEWAY TO OPERATE PROPERLY) CAT 5 PATCH CABLE PLENUM RATED 3GOFr MAX CAT 5 PATCH CABLE PLENUM RATED 30OFT MAX SENSORVIEW SOFTWARE INSTALLED ONTO PC/LAPTOP BY OTHERS SENSORVIEW SOFTWARE INSTALLER FILE: CLICK HERE CAT 5 PATCH CMU PLENUM RATED 1150OFT MAX L- 1 118 AWG Ps 150 CLASS I WIRING DESCRIPTION: POWER SUPPLY FOR nBRG 8 WITH V KO REQUIRES 120VAC/277VAC (INCLUDED IN nBRG 8 KIT) 20 AWG CLASS 2 WIRING TO ROOM/AAA OR SPARE PORT 1 5 — TO ROOM/AREA OR SPARE PORT 2 BRIDGE --fir TO NEXT BRIDGE OR SPARE PORT TO ROOM/ARFA OR SPARE PORT 3 7 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT 4 8 TO ROOM/AREA OR SPARE PORT nBRG 8 KIT DESCRIPTION: nUGHT 8-PORT BRIDGE MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES nUGHT PS 150 FOR POWER (EACH PORT HAS A 1,50OFT MAX FOR OAT 5 CABLE LENGTH) PS 150 DESCRIPTION: POWER SUPPLY FOR nBRG 8 WITH V KO REQUIRES 120VAC/277VAC (INCLUDED IN nEIRG 8 KIT) 20 AWG CLASS 2 WIRING CAT 5 PATCH CABLE PLENUM RATED 30OFT MAX AUTOMATIC DEMAND RESPONSE (IF REQUIRED) TO LAN nADR DESCRIPTION: nUGHT AUTOMATIC DEMAND RESPONSE DEVICE WALL MOUNTABLE VIA SCREWS INCLUDES 120VAC WALL RECEPTACLE PLUG (nADR REQUIRES nUGHT GATEWAY TO OPERATE PROPERLY) PS 150 DESCRIPTION: POWER SUPPLY FOR nBRG 8 WITH V KO REQUIRES 120VAC/277VAC (INCLUDED IN n1ItG 8 KIT) 20 AWG CLASS 2 WIRING 22 KW GENERATOR GENERAL #RG022 NATURAL GAS MOBIL LINK GENERAL #G006463-4 (FOR MONITORING) HARNESS ADAPTOR GENERAL #GO06478-6 (FOR MOBIL LINK) EXTREME COLD GENERAL #G005616-0-22 WEATHER KIT WIRELESS MONITOR GENERAL #GO06664-0 WIRELESS HARNESS GENERAL #GO06665-0 SMART MANAGEMENT GENERAL #G006873-0 MODULE (50 AMP) CONCRETE PAD — VIBRATION ISOLATORS — START UP WITH — LOAD TEST OWNER TRAINING — 5 YEAR, FILL PARTS AND LABOR — WARRANTY WITH PERIODIC MAINTENANCE nGWY2 KIT (UP TO 1,500 nLIGHT DEVICES) OR nGWY2 L400 KIT (UP TO 400 nLIGHT DEVICES) DESCRIPTION, ASTRONOMICAL TIME CLOCK VIA SENSORVIEW SOFTWARE ETHERNET OUT TO LAN NETWORKS nLIGHT DEVICES (GATEWAY NOT REQUIRED IF DOING STANDALONE nUGHT SYSTEMS WITH ALTO SHUT-OFF VIA OCCUPANCY SENSORS ONLY) nGWY2 CTRL N DESCRIPTION: nUGHT GATEWAY CONTROLLER HUB 3 MOUNT ONTO 4S STANDARD BOX p -1REQUIRES FCS PSIO FOR POWER 1 2 KB COMPONENT 2 OF 3 j18 AWG CLASS 1 WIRING TO ADDITIONAL BRIDGES OR SPARE 1 5 WTO ADDITIONAL BRIDGES OR SPARE 2 BRIDGE 6 —` TO ADDITIONAL BRIDGES OR SPARE 3 -HU8' 7 4 8 nBRG 8 KIT DESCRIPTION: nLIGHT 8-PORT BRIDGE MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES nUGHT PS 150 FOR POWER (EACH PORT HAS A 1,5O0FT MAX FOR CAT 5 CABLE LENGTH) J18 AWG CLASS 1 WIRING TO ROOM/AREA OR SPARE PORT 1 5 TO ROOM/AREA OR SPARE PORT 2 BRIDGE 6 TO NEXT BRIDGE OR SPARE PORT TO ROOM/AREA OR SPARE PORT 3 7 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPAN PORT 4 8 TO RDOM/ARFA OR SPARE PORT nav 8 KIT DESCRIPTION: nUGHT B-PORT BRIDGE MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES nLKW PS 150 FOR POWER (EACH PORT HAS A 1,50OFT MAX FOR CAT 5 CABLE LENGTH) CAT 5 PATCH CABLE PLENUM RATED 1,500FT MAX CAT 5 PATCH CABLE PLENUM RATED 1,50OFI MAX BTACK/ORANGE: UNE IN 120ViC/277VAC D 118 AWG CLASS 1 WIRING FCS PSIO DESCRIPTION: POWER SUPPLY FOR nUGHT GATEWAY KIT WITH Xr' NO REQUIRES 120VAC/277VAC KIT COMPONENT 3 OF 3 20 AWG CLASS 2 WIRING CAT 5 PATCH CABLE PLENUM RATED 1,5DOFT MAX GATEWAY nESCR GFX IO DESCRIPTION: CAT 5 PATCH CABLE nUGHT GATEWAY TOUCHSCREEN DISPLAY PLENUM RATED MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES FCS PSIO FOR POWER KIT COMPONENT 1 OF 3 PS ISO DESCRIPTION. POWER SUPPLY FOR nBRG 8 WITH )r KO REQUIRES 120VAC/277VAc (INCLUDED IN nBRG 8 Kn) 20 AWG CLASS 2 WIRING J18 AWG CLASS 1 WIRING 1 5 TO NEXT BRIDGE OR SPARE PORT TO ROOM/AREA OR SPARE PORT 2 BRIDGE 6 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT 3 7 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT 4 8 TO ROOM/AREA OR SPARE PORT nBRG 8 KIT DESCRIPTION: nUGHT 8-PORT BRIDGE MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES nUGHT PS 150 FOR POWER (EACH PORT HAS A 1,50OFT MAX FOR CAT 5 CABLE LENGTH) �`—�- • I J18 AWG PS 150 CLASS I WIRING DESCRIPTION: POWER SUPPLY FOR nBRG 8 WITH V KO REQUIRES 120VAC/277VAC (INCLUDED IN nBRG 8 KIT) 20 AWG CLASS 2 WIRING 1 5 TO NEXT BRIDGE OR SPARE PORT TO ROOM/ARIA OR SPARE PORT 2 BRIDGE 6 TO ROOM/AREA OR SPARE PORT TO ROOM/AREA OR SPARE PORT 3 7Vj TO ROOM/AREA OR SPARE PORT TD DROOM/AREA OR SPARE PORT 4 8 TO RDDM/AREA OR SPARE PORT nBRG 8 KIT DESCRIPTION: nUGHT 8-PORT BRIDGE MOUNT ONTO SINGLE GANG SWITCH BOX REQUIRES nUGHT PS 150 FOR POWER (EACH PORT HAS A 1,50OFT MAX FOR CAT 5 CABLE LENGTH) 11 ARCHIIECIUREI P,Cl 545.5 WESTCHESTER AVENUE RYE BROOK, NY 10573 914-937-5596 CRAWFORD MANSION RENOVATION/ALTERATION 122 N RIDGE ST RYE BROOK, NY 10573 DATE ISSUE TO PR DG 4126/18 MR eia 6/2610 KffCM MOOD FILIMS Los-ot:%lai "gym" NO DATE REVISIONS BY ELECTRICAL (if NEW !llffffffr/C_� E. A. 104w";rdl PROD NO.: 21524 SCALE- • o► DRAWN -. I�11 . , DATE: 24-AF'RIL-18 I wallillml! 'i am -NOT TO SCALE CONSULTING ENGINEER 68 PURCHASE STREET RYE, N.Y. 10580 TEL:(914) 967-9505 FAX:(914) 967-2310 e-mail:info@tietjenpe.eom www.tietjenpe.com E 107