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Plans 2.15.1993
P 7 4 Ni � A�T�C(J�Y J. POSILLIFAC) COMMUNITY, CENTER R GARIBALDI PLACE RYE BROOK, N.Y. Jll,, A VILLAGE OF RYE BRWK 90 South Ridge Street, Rye Brack, New York 10573 (914) 939-1121 FAX(914) 939-1160 Michelle R. Daly Trustee Randy A.Solomoin Trustee Salvatore M. Cresenzi Mayor Joseph Pellino Trustee Gary J. Zuckerman rr-rustee Christopher J. Russo Village Administrator Lori Ann De Marco Rocco V. Circosta Ass't to Village Administrator Director of Public Works Senior Citizens Coordinator AB 10A IT A 1C__Vr1r Tf-'NXT Q GRAPHIC SYlk�IBC�LS 11�IA.TFRIALS SYMBOLSSYMBOLS NYS BT TILT_)TNC-y 65 Pondfield Road Bronxville , New York 10708 914-7701-1007 L 2 X sfiCTION NUMBER INSUL&TIONA A. F. F. ABOVE FINISHED FLOOR FAS. FASTEN, FASTENER MH. MANHOLE BCH. SCHEDULE C ODE DATA 3 , BATT, LOOSE, ACC . ACCESS Fc;-. FIBERGLASS MFR MANUFACTURE (ER) SEC.'( N) SECOND, SECTION ACOUSTIC TILE 1 A.P. ACCESS PANEL F 71 "1. FINISH (ED) MAS. MASONRY 'S. E. SERVICE ELEVATOR FILL -BI ANM - AC. ACOUSTICAL F.A. FIRE ALARM M.O. MASONRY OPENING S. SK. SERVICE SINK OCCUPANCY GROUP C5.2 AC. T. ACOUSTICAL TILE F.E. FIRE EXTINGUISHER mA7 MATERIAL (S) SHT. SHEET DRAWING WHERE CONSTRUCTION CLASSIFICATION 5b MAX.SECTION IS LOCATED ANY AC.W.C. ACOUSTICAL WALL COVERINGF.E.C. FIRE EXTINGUISHER CABINET XMAXIMUM Sim, SIMILAR MA.TERIAL: AC.,W.P. ACOUSTICAL WALL PANELS F. H. S., FIRE HOSE STATION MEC'� MECHANIC (AL) S. C. SOLID CORE 13UILDING SECTION SMALL SCALE RIGID ADD. ADDENDUM FP. FIREPROOFING MED, MEDIUM S. SOUTH ADJ. ADJACENT F.P.S.C. FIRE -PROOF SELF-CLOSING MEY,';. MEMBRANE SPK. SPEAKER SECTION NUMBER ADJT. ADJUSTABLE F.R. FIRE-RESISTANT MET. METAL SPEC. SPECIFiCATION(S) A G'z. AGGREGATE F' G. FLASHING MEZ. MEZZANINE SQ. SQUARE MIN.(,) MINIMUM, MINUTE S.Y. SQUARE YARD A/C AIR CONDITIONING F! P. FLOOR (ING) BRICK: hdATERIAL S.S. STAINLESS STEEL SECTION IS LOCATED ALT. ALTERNATE FLOOR DRAIN MIR. MIRROR DRAWING WHERE COMMON AS NOTED ALUM, ALUMINUM F.A.R. FLUID APPLIED ROOFING MIS'. MISCELLANEOUS STD, STANDARD WALL SECTION A.3. ANCHOR BOLT F.A.W. FLUID APPLIED MLC. MOLDING, MOULDING STA. STATION ANOD . ANODIZED WATERPROOFING M.R. MOP RECEPTOR STI_. STEEL AP?ROX. APPROXIMATE FLUOR. FLUORESCENT MT. MOUNT (ED), (ING) STOR. STORAGE SPECIAL r, A -1H ARCHITECT (URAL) FTX) FOOT, 1110y. MOVABLE S.D. STORM DRAIN PRESENTATION MLIAL BUILDING SEC -TION ALUMINUM A.D. AREA DRAIN FTG. FOOTING MULL. MULLION STRUCT. STRUCTURAL SECTION LETTER FACE J ASPH. ASPHALT FND. FOUNDATION SUSP. SUSPENDED AUTO. F.A.I.FRESH AIR INTAKE N A SYM. SYMMETRY (ICAL) AUTOMATIC NATURAL F.S. FULL SIZE N.R.C. NOISE REDUCTION SYS, SYSTEM 617:1 BASEMENT FURR. FURRED (ING) COEFFICIENT BIN -, BLAM FUT. FUTURE NOMINAL TEL. TELEPHONE FACE ON �GG��GG�<a1�3 BRASS -BRONZE 6 P GG . 'EARI'G NORTH TV. TELEVISION COMMON 8.10,-. BEARING PLATE, BA -SE PLATE_ GA. GAGE, GAUGE NOT IN CONTRACT TEMP, TEMPERED B.. BENCH MARK GALY. GALVANIZED N.T.S. NOT TO SCALE TERR. TERRAllO BET. BETWEEN GL. GLASS, GLAZING N0. or # NUMBER THK. THICK (NESS) BYL. BEVELED GL.BLK. GLASS BLOCK THRES. THRESHOLD CONCRETE - T. PPI. TOILET PARTITION STEEL 'OUS BLOCK BIT. BITUMIN GR. GRADE, GRADING OB ' OBSCURE CE TOL. TOLERANCE BLK. BLOCK G. GRANITE OF 0 FF. BLKG. BLOCKING GYPSUM BOARD 0. ON 4 C E IT E'R S T&G TONGUE AND GROOVE Proiect Title N BD. BOARD CIp'-. OPAQUE T/ TOP OF CURB B,T H. , 6/ BOTTOM, 501-TOH dl�- HBD. HARDBOARD C OPEN i NG T/ L.* TOP OF SLAB I HARDWARE OPP. OPPOSITE T/- BTL. TOP OF STEEL DETAIL ENLARGEMENT BLDG. BUILDING HDW. OR ENLARGEMENT OF ANTHONY J. POSILLIPO HOWD. HARDWOOD O.D. OUTSIDE DIAMETER T/ �J� TOP OF WALL PORTION OF SMALL CAST -IN-PLACE METALLATH B.U.R. BUILT UP ROOFING . HDR. H EAD E R O.A. OVERALL T. TREAD SCALE BUILDING & PRECAST # I I SECTION COMMUNITY CENTER CAB. CABINET HTG. HEATING TYP. TYPICAL CPT. CARPET (ED) H.Y.A.C. HEATINGRENTILATING/AIR PTD. PAINT(ED) C1. I. CAST IRON CONDITIONING PNL. PANEL UNF. UNFINISHED C.B. CATCH BASIN HT. HEIGHT P.BD. PARTICLE BOARD UR. URINAL EARTH SMALLSCALE ItL G. CEILING H. HIGH PTH. PARTITION METAL CLG.HT, CEILING HEIGHT H.P. HIGH POINT P.E. PASSENGER ELEVATORSTRUCT. & V.B.V. B. VAPOR BARRIER VAR., VARNISH SINGLE INTERIOR SHEET) CEM. C SME IN T H.C. HOLLOW CORE PVMT. PAVEMENT • C S4. P L. CEM E � I T PLASTER (PORTLAND) H. M. HOLLOW METAL PED. PEDESTAL YNR. VENEER ELEVATION A-000 < DRAWING WHERE CTR. CENTER HORIZ, HORIZONTAL PERF. P ERFORATE (D) YER11. VERMICULITE ELEVATION IS J VERT. VERTICAL LOCATED GYPSUM C. T. CERAMIC TILE H. B. HOSE BIBS P PERSON (S) GLASS CLR. CLEAR (ANCE) H.W. HOT WATER PLAS, PLASTER Y.G. VERTICAL GRAIN WALLBOARD CLO. CLOSET HR. HOUR P.LAM. PLASTIC LAMINATE PEST. VESTIBULE V. COL. COLUMN HYD. HYDRANT P -L. P F C P "'_7 L_ 1 H F_ VINYL GARIBALDI PLA CONC. CONCRETE (CAST- T.N-PLACEE) PL.GL, PLATE GLASS Y.C.T. VINYL COMPOSITION TILE fil ROCK & STOL4E C. M. U. CONCRETE MASONR'� UNT- IN. INCH PLMB. PLUMBING RYE BROOK, N.Y CONST. CONSTRUCTION tit INCL. 1,11CLUDE (D), (ING) PWD. PLYWOOD WSCT. WAINSCOT NSCOT GLASS BLOCK GRAVEL CONST.JT. CONSTRUCTION JOINT I.D. INSIDE DIAMETER P.T. POINT W.T.W. WALL TO WALL Drawing Title CONT. CONTINUOUS OR rIONTINUE INSUL. INSULATE (0), (ION) PVC. POLYVINYL CHLORIDE W.C. WATER CLOSET MULTIPLE INTERIOR ELEVATIONS DRAWING DRAWING LIST G. CONTROL JOIPT INT. INTERIOR P.T.C. POST -TENSIONED CONCRETE WP. WATERPROOFING WHERE • TITLE, SHEET C.G. CORNER GUARD INV. I WiERT P.C.F. POUNDS PER CUBIC FOOT W. R. WATER REPELLENT ELEVATION IS SITE PLANS ELECTRICAL LAYOUT PLANS 7 WS. WEATHER STRIPPING LOCATED ,011 pj�,C S77� CORR. CORRIDOR P.L.F. POUNDS PER LINEAL FOOT GRAVEL SP -101 Existing Conditions P.S.F. POUNDS PER SQUARE FOOT wT. WEIGHT C.W. CURTAIN WALL OR COLD'WATER Site Demolition E-101 Basement Electrical P.S.I.P-102 Site Layout & Grading Plane Plan JAN. A" TGR POUNDS PER SQUARE INCH W.W.Y.W. W.Y. WELDED WIRE ,l D. DEEP, DEPTH JT. i 0 -. N T PC.C, PRECAST CONCRETE W. WEST, WIDE, WIDTH Sp -103. Planting Plan E-102 First Floor Electrical _DE"G. Cl DEGREE P.M. PROJECT MANUAL W/ WITH Plan K.C.PL. KEENE'S CEMENT PLASTER WDW. WINDOW DEP. DEPRESSED 'KITCHEN P.L. PROPERTY LINE W.GL. WIRED GLASS ARCHITECTURAL PLANS E-103 Roof Electrical Plan DE'41% DETAIL KIT. MARBLE DIAG.• KNOCK OUTQ.T.. M. WIRE MESH DIAGONAL K.O. Q-. QUARRY TILE A-101 Basement Plan MECHANICAL PLANS W/o WITHOUT A-102 Floor Plan These plans are an instrument of DIA. DIAMETER LBL. LABEL WD. WOOD A-103 ReflectedCeiling Plan M-1 HVAC Basement Plan service and are the propem' of DIF. DIFFUSER RAD. RADIUS W. P. WORKING POINT A-104 Roof Plan M-2 HVAC First Floor & Roof the architect. Infringements will DIM. DIMENSION LAB. LABORATORY R E C P . RECEPTACLE COLUMN CENTERLINE DISP. DISPENSER LAD. LADDER REF. REFERENCE W. I. WROUGHT IRON REFERENCES WOOD: A-201 North & East Elevations Plan be prosecuted. FINISH LAM. LAMINATE (D) REFR. REFRIGERATOR Contractor shall ver* all field DR. DOOR i A-202 South & West Elevations FIRE PROTECTION DWR. DRAWER LAY. LAVATORY REG. REGISTER A-203 Walkway Elevations & conditions and dimensions and L.H. LEFT HAND RITINF. REINFORCEE(D), (ING) DWG. DRAWING RELNF. Details FP -1 Basement Fire Protection he responsible for field fit and L . LENGTH R.C.P. REINFORCED CONCRETE PIPE quantity of work. No all D.W. DUMBWAITER LT. LIGHT RESIL. RESILIENT A-301 Building Sections Plan shall be made in behalf of the FP -2 First Floor Fire Protection contractor for all error or ne- A-302 E EAST LT.WT.. LIGHTWEIGHT RET. RETURN SPOT ELEVATION OR ROUGH WallSections -t on his pan. ELECTRIC (AL) LIN. LINEAR R.A. RETURN AIR DATUM gle( A-303 Wall Sections _W E.W.C. ELECTRIC WATER COOLER LYR. LOUVER REV. REVISIONl REVISED A-304 Details PLUMBING LAYOUT PIANS Scale E L ELEVATION L.P. LOW POINT R.H. RIGHT HAND ELFV. ELEVATOR R. 0.'14. RIGHT OF WAY P OOM NAME A-401 Schedules & Partition P-1 Plumbing Plan & Fixture Schedule EMEE R . EMERGENCY RISER, RUBBER Types A-402 Schedules& Details ENC. ENCLOSE (URE) ROOF DRAIN ROOM SPACE NUMBER ROOM NO. INTERRUPTED ROO,1,1 BLOCKING A-403 Interior Elevations EQ. EQUAL -404 A Interior Elevations R.O. ROUGH OPENING J EQUIP. EQUIPMENT Y ESC. ESCALATOR STRUCTURAL PLANS EX H . EXHAUST 020 Project No. Drawing No. J, EXIST, EXISTING LARGE SCALE 5-101 Foundation Plan EXP.JT. EXPANSION JOINT PLYWOOD S-102 First Floor Framing 5-103 Roof Framing Date EXP. EXPOSED EX- 7. EXTERIOR S-104 Structural Details f Drawing By W" SMALL SCALE D WING W14ERE SECTION IS LOC _,"Tj e -\-.,y A, > PLYWOOD Checked By Iwo; ill sl VILLAGE OF RYE BRWK 90 South Ridge Street, Rye Brack, New York 10573 (914) 939-1121 FAX(914) 939-1160 Michelle R. Daly Trustee Randy A.Solomoin Trustee Salvatore M. Cresenzi Mayor Joseph Pellino Trustee Gary J. Zuckerman rr-rustee Christopher J. Russo Village Administrator Lori Ann De Marco Rocco V. Circosta Ass't to Village Administrator Director of Public Works Senior Citizens Coordinator AB 10A IT A 1C__Vr1r Tf-'NXT Q GRAPHIC SYlk�IBC�LS 11�IA.TFRIALS SYMBOLSSYMBOLS NYS BT TILT_)TNC-y 65 Pondfield Road Bronxville , New York 10708 914-7701-1007 L 2 X sfiCTION NUMBER INSUL&TIONA A. F. F. ABOVE FINISHED FLOOR FAS. FASTEN, FASTENER MH. MANHOLE BCH. SCHEDULE C ODE DATA 3 , BATT, LOOSE, ACC . ACCESS Fc;-. FIBERGLASS MFR MANUFACTURE (ER) SEC.'( N) SECOND, SECTION ACOUSTIC TILE 1 A.P. ACCESS PANEL F 71 "1. FINISH (ED) MAS. MASONRY 'S. E. SERVICE ELEVATOR FILL -BI ANM - AC. ACOUSTICAL F.A. FIRE ALARM M.O. MASONRY OPENING S. SK. SERVICE SINK OCCUPANCY GROUP C5.2 AC. T. ACOUSTICAL TILE F.E. FIRE EXTINGUISHER mA7 MATERIAL (S) SHT. SHEET DRAWING WHERE CONSTRUCTION CLASSIFICATION 5b MAX.SECTION IS LOCATED ANY AC.W.C. ACOUSTICAL WALL COVERINGF.E.C. FIRE EXTINGUISHER CABINET XMAXIMUM Sim, SIMILAR MA.TERIAL: AC.,W.P. ACOUSTICAL WALL PANELS F. H. S., FIRE HOSE STATION MEC'� MECHANIC (AL) S. C. SOLID CORE 13UILDING SECTION SMALL SCALE RIGID ADD. ADDENDUM FP. FIREPROOFING MED, MEDIUM S. SOUTH ADJ. ADJACENT F.P.S.C. FIRE -PROOF SELF-CLOSING MEY,';. MEMBRANE SPK. SPEAKER SECTION NUMBER ADJT. ADJUSTABLE F.R. FIRE-RESISTANT MET. METAL SPEC. SPECIFiCATION(S) A G'z. AGGREGATE F' G. FLASHING MEZ. MEZZANINE SQ. SQUARE MIN.(,) MINIMUM, MINUTE S.Y. SQUARE YARD A/C AIR CONDITIONING F! P. FLOOR (ING) BRICK: hdATERIAL S.S. STAINLESS STEEL SECTION IS LOCATED ALT. ALTERNATE FLOOR DRAIN MIR. MIRROR DRAWING WHERE COMMON AS NOTED ALUM, ALUMINUM F.A.R. FLUID APPLIED ROOFING MIS'. MISCELLANEOUS STD, STANDARD WALL SECTION A.3. ANCHOR BOLT F.A.W. FLUID APPLIED MLC. MOLDING, MOULDING STA. STATION ANOD . ANODIZED WATERPROOFING M.R. MOP RECEPTOR STI_. STEEL AP?ROX. APPROXIMATE FLUOR. FLUORESCENT MT. MOUNT (ED), (ING) STOR. STORAGE SPECIAL r, A -1H ARCHITECT (URAL) FTX) FOOT, 1110y. MOVABLE S.D. STORM DRAIN PRESENTATION MLIAL BUILDING SEC -TION ALUMINUM A.D. AREA DRAIN FTG. FOOTING MULL. MULLION STRUCT. STRUCTURAL SECTION LETTER FACE J ASPH. ASPHALT FND. FOUNDATION SUSP. SUSPENDED AUTO. F.A.I.FRESH AIR INTAKE N A SYM. SYMMETRY (ICAL) AUTOMATIC NATURAL F.S. FULL SIZE N.R.C. NOISE REDUCTION SYS, SYSTEM 617:1 BASEMENT FURR. FURRED (ING) COEFFICIENT BIN -, BLAM FUT. FUTURE NOMINAL TEL. TELEPHONE FACE ON �GG��GG�<a1�3 BRASS -BRONZE 6 P GG . 'EARI'G NORTH TV. TELEVISION COMMON 8.10,-. BEARING PLATE, BA -SE PLATE_ GA. GAGE, GAUGE NOT IN CONTRACT TEMP, TEMPERED B.. BENCH MARK GALY. GALVANIZED N.T.S. NOT TO SCALE TERR. TERRAllO BET. BETWEEN GL. GLASS, GLAZING N0. or # NUMBER THK. THICK (NESS) BYL. BEVELED GL.BLK. GLASS BLOCK THRES. THRESHOLD CONCRETE - T. PPI. TOILET PARTITION STEEL 'OUS BLOCK BIT. BITUMIN GR. GRADE, GRADING OB ' OBSCURE CE TOL. TOLERANCE BLK. BLOCK G. GRANITE OF 0 FF. BLKG. BLOCKING GYPSUM BOARD 0. ON 4 C E IT E'R S T&G TONGUE AND GROOVE Proiect Title N BD. BOARD CIp'-. OPAQUE T/ TOP OF CURB B,T H. , 6/ BOTTOM, 501-TOH dl�- HBD. HARDBOARD C OPEN i NG T/ L.* TOP OF SLAB I HARDWARE OPP. OPPOSITE T/- BTL. TOP OF STEEL DETAIL ENLARGEMENT BLDG. BUILDING HDW. OR ENLARGEMENT OF ANTHONY J. POSILLIPO HOWD. HARDWOOD O.D. OUTSIDE DIAMETER T/ �J� TOP OF WALL PORTION OF SMALL CAST -IN-PLACE METALLATH B.U.R. BUILT UP ROOFING . HDR. H EAD E R O.A. OVERALL T. TREAD SCALE BUILDING & PRECAST # I I SECTION COMMUNITY CENTER CAB. CABINET HTG. HEATING TYP. TYPICAL CPT. CARPET (ED) H.Y.A.C. HEATINGRENTILATING/AIR PTD. PAINT(ED) C1. I. CAST IRON CONDITIONING PNL. PANEL UNF. UNFINISHED C.B. CATCH BASIN HT. HEIGHT P.BD. PARTICLE BOARD UR. URINAL EARTH SMALLSCALE ItL G. CEILING H. HIGH PTH. PARTITION METAL CLG.HT, CEILING HEIGHT H.P. HIGH POINT P.E. PASSENGER ELEVATORSTRUCT. & V.B.V. B. VAPOR BARRIER VAR., VARNISH SINGLE INTERIOR SHEET) CEM. C SME IN T H.C. HOLLOW CORE PVMT. PAVEMENT • C S4. P L. CEM E � I T PLASTER (PORTLAND) H. M. HOLLOW METAL PED. PEDESTAL YNR. VENEER ELEVATION A-000 < DRAWING WHERE CTR. CENTER HORIZ, HORIZONTAL PERF. P ERFORATE (D) YER11. VERMICULITE ELEVATION IS J VERT. VERTICAL LOCATED GYPSUM C. T. CERAMIC TILE H. B. HOSE BIBS P PERSON (S) GLASS CLR. CLEAR (ANCE) H.W. HOT WATER PLAS, PLASTER Y.G. VERTICAL GRAIN WALLBOARD CLO. CLOSET HR. HOUR P.LAM. PLASTIC LAMINATE PEST. VESTIBULE V. COL. COLUMN HYD. HYDRANT P -L. P F C P "'_7 L_ 1 H F_ VINYL GARIBALDI PLA CONC. CONCRETE (CAST- T.N-PLACEE) PL.GL, PLATE GLASS Y.C.T. VINYL COMPOSITION TILE fil ROCK & STOL4E C. M. U. CONCRETE MASONR'� UNT- IN. INCH PLMB. PLUMBING RYE BROOK, N.Y CONST. CONSTRUCTION tit INCL. 1,11CLUDE (D), (ING) PWD. PLYWOOD WSCT. WAINSCOT NSCOT GLASS BLOCK GRAVEL CONST.JT. CONSTRUCTION JOINT I.D. INSIDE DIAMETER P.T. POINT W.T.W. WALL TO WALL Drawing Title CONT. CONTINUOUS OR rIONTINUE INSUL. INSULATE (0), (ION) PVC. POLYVINYL CHLORIDE W.C. WATER CLOSET MULTIPLE INTERIOR ELEVATIONS DRAWING DRAWING LIST G. CONTROL JOIPT INT. INTERIOR P.T.C. POST -TENSIONED CONCRETE WP. WATERPROOFING WHERE • TITLE, SHEET C.G. CORNER GUARD INV. I WiERT P.C.F. POUNDS PER CUBIC FOOT W. R. WATER REPELLENT ELEVATION IS SITE PLANS ELECTRICAL LAYOUT PLANS 7 WS. WEATHER STRIPPING LOCATED ,011 pj�,C S77� CORR. CORRIDOR P.L.F. POUNDS PER LINEAL FOOT GRAVEL SP -101 Existing Conditions P.S.F. POUNDS PER SQUARE FOOT wT. WEIGHT C.W. CURTAIN WALL OR COLD'WATER Site Demolition E-101 Basement Electrical P.S.I.P-102 Site Layout & Grading Plane Plan JAN. A" TGR POUNDS PER SQUARE INCH W.W.Y.W. W.Y. WELDED WIRE ,l D. DEEP, DEPTH JT. i 0 -. N T PC.C, PRECAST CONCRETE W. WEST, WIDE, WIDTH Sp -103. Planting Plan E-102 First Floor Electrical _DE"G. Cl DEGREE P.M. PROJECT MANUAL W/ WITH Plan K.C.PL. KEENE'S CEMENT PLASTER WDW. WINDOW DEP. DEPRESSED 'KITCHEN P.L. PROPERTY LINE W.GL. WIRED GLASS ARCHITECTURAL PLANS E-103 Roof Electrical Plan DE'41% DETAIL KIT. MARBLE DIAG.• KNOCK OUTQ.T.. M. WIRE MESH DIAGONAL K.O. Q-. QUARRY TILE A-101 Basement Plan MECHANICAL PLANS W/o WITHOUT A-102 Floor Plan These plans are an instrument of DIA. DIAMETER LBL. LABEL WD. WOOD A-103 ReflectedCeiling Plan M-1 HVAC Basement Plan service and are the propem' of DIF. DIFFUSER RAD. RADIUS W. P. WORKING POINT A-104 Roof Plan M-2 HVAC First Floor & Roof the architect. Infringements will DIM. DIMENSION LAB. LABORATORY R E C P . RECEPTACLE COLUMN CENTERLINE DISP. DISPENSER LAD. LADDER REF. REFERENCE W. I. WROUGHT IRON REFERENCES WOOD: A-201 North & East Elevations Plan be prosecuted. FINISH LAM. LAMINATE (D) REFR. REFRIGERATOR Contractor shall ver* all field DR. DOOR i A-202 South & West Elevations FIRE PROTECTION DWR. DRAWER LAY. LAVATORY REG. REGISTER A-203 Walkway Elevations & conditions and dimensions and L.H. LEFT HAND RITINF. REINFORCEE(D), (ING) DWG. DRAWING RELNF. Details FP -1 Basement Fire Protection he responsible for field fit and L . LENGTH R.C.P. REINFORCED CONCRETE PIPE quantity of work. No all D.W. DUMBWAITER LT. LIGHT RESIL. RESILIENT A-301 Building Sections Plan shall be made in behalf of the FP -2 First Floor Fire Protection contractor for all error or ne- A-302 E EAST LT.WT.. LIGHTWEIGHT RET. RETURN SPOT ELEVATION OR ROUGH WallSections -t on his pan. ELECTRIC (AL) LIN. LINEAR R.A. RETURN AIR DATUM gle( A-303 Wall Sections _W E.W.C. ELECTRIC WATER COOLER LYR. LOUVER REV. REVISIONl REVISED A-304 Details PLUMBING LAYOUT PIANS Scale E L ELEVATION L.P. LOW POINT R.H. RIGHT HAND ELFV. ELEVATOR R. 0.'14. RIGHT OF WAY P OOM NAME A-401 Schedules & Partition P-1 Plumbing Plan & Fixture Schedule EMEE R . EMERGENCY RISER, RUBBER Types A-402 Schedules& Details ENC. ENCLOSE (URE) ROOF DRAIN ROOM SPACE NUMBER ROOM NO. INTERRUPTED ROO,1,1 BLOCKING A-403 Interior Elevations EQ. EQUAL -404 A Interior Elevations R.O. ROUGH OPENING J EQUIP. EQUIPMENT Y ESC. ESCALATOR STRUCTURAL PLANS EX H . EXHAUST 020 Project No. Drawing No. J, EXIST, EXISTING LARGE SCALE 5-101 Foundation Plan EXP.JT. EXPANSION JOINT PLYWOOD S-102 First Floor Framing 5-103 Roof Framing Date EXP. EXPOSED EX- 7. EXTERIOR S-104 Structural Details f Drawing By W" SMALL SCALE D WING W14ERE SECTION IS LOC _,"Tj e -\-.,y A, > PLYWOOD Checked By Iwo; ill DEMOLITION & REMOVAL GENERAL NOTES The Demolition Contractor shall 1. contractor shall establish a 1 6. The Village shall acauirea4-' demolish and remove all structures, curbs,, visual reference for Contract _nt from the pavement,walks,walls,fences,fixtures, Limits and review those limits temporary easement westerly neighbor for work to be equipment and utilities within the with the Architectinthe field done on common property line. limits as shown and in accordance with prior to commencement of the work. the Specification. Demolition Contractor shall 2. Excavation, clearing & grubbing repair/patch the street pavement X and grading are not in disturbed by removal of utilities STRUCTURE Demolish and remove demolition contract- from the street. the existing 1 story ALBERT MOORE'M. A S S 0 C I A T E building in it's entirety 3. Demolition Contractor shall neatly 65 Pondf field Road as'shown in plan and 'saw -cut asphalt pavement where 8. Demolition Contractor shall install a siltation Bronxville ,New York 10708 elevation and as specified. partial removal is indicated fence in the location shown on thisplan. 914.779-1007 and provide temporary edging UTILITIES Contractor shall coordinate and and asphalt transition from 9. Demolition Contractor shall maintain the existing with the Village Building Dept sub -grade to asphalt to remain. C.L. Fence and Gate along Garabaldi Pl. throughout and the appropriate utility his work and leave in good condition for G.C. company, then disconnect and 4. The existing catch basin in NET AREA remove electric, gas, water, k the street shall remain,no sanitary -and storm lines* demolition work shall occur on I. MULTIPURPOSE ROOM = 1,212 S.F. serving this building, this structure. The architect an 2. ACT1VTrffiS ROOM* Each utility shall be d Village Building Inspector 648 S.F. terminated at its street shall be notified immediately 3 source in accordance with if the. Demolition Contractor' KITCHEN 78 S.F. utility company regulations. encounters any existing storm 4. TOILETS drainage lines feeding into 60 S.F LIGHTS 3 existing light fixtures this structure during his work. shall be garefully removed 5. BOILER ROOM 150 S.F. and stored at Villages direction i 5. Removal of street asphalt pavement for reuse and re -installation and curbing is not part of the SILTATION FENCE 6. VESTIBULE = _44 S.F. in the new plan as shown on the Demolition Contract. Demolition Site Plan (SP 102). of pavement under this contract TOTAL NET I AREA 2,192 S.F PLANT MATERIAL The removal of existing plant shall begin/terminate at the I (N.I.C.) material shall be accomplished property line. 4' TEMPORARY WORK EASEMENT TOTAL GROSS AREA 2,606 S.F .......... ................ ON ............................ NO .............. ............ ... by the village prior to the ... :.N1N NO poles award of this contract. Existing utility NNON ON". V 1 '0 *** to remain elec. to LAWN AREAS Lawn areas shall be left in good 4-i Visting building to" contractor and repaired condition by the demolition 3 r be terminated here as required at completion of the demolition work. The site area where the existing EXISTING, building is to be removed and all lawn areas disturbed by 4 BUILDING " r+_ demolition shall be graded off level with the existing front j 26MAPLE yard grade and covered with 2 a soil stabilization material such as straw or another type as approved by the Village Building Location of Dept. 0 ZONING underground utilities CURBS & PAVEMENT Remove all curbs and pavement PARKING /A D\ t *ties I ENVELOPE % unknown within the Contract Limits. Not /T—BA 2- 4-S AD- /'A--"\ /A—H-\ --Maintain existing 6 t C.L. Fence throughoi I A WHITE PINES 61• /PS\ /P -S-\ ,%,-.LK /PS\ demolition and 3" constructi'011 • 12`. HT. LIGHT ........ JAMMEMER 12) HT. LIGHT OWN ■ 0 Begin/end pavement' 12 HT. LIGHT demolition at 0 TRACKING BED✓ property line JH 9" OF 3" TO 3.5". S QNE 24)) ? MANHOLE /• T --B\ /M__S PB .3 Existi-n Catch Basin REMAIN TO ✓ DRIVE to remain I I \ 1 71 I HT. LIGHT L REMOVE MAPLE 6, APPLREMOVE 3" DOGWOODE11, ....................................... ......... ................ ....... ........... illiqj ............ V# ................................................ ....... . ..... ............. .............. ............ ....... .......... ri a Existi Pla=nt Care N.I.C. (not in demolition contract 0 ki -TIaA, CONTRACT_ LIMIT, LINE Existing Buildin'a Elevations ;SYMBOL 870TANICAL NAME COMMON NAME REMARKS `T REED Ms MAGNOLIA SOULANGIANA SAUCER MAGNOLIA TO TEMPORARY NURSERY PS iPRUNUS SUBHIRTEL1i PENDUL i 4 WEEPING JAPANESE CHERRY TO TEMPORARY NURSERY PB, PYRUS BRADFORD BRADFORD PEAR TO TEMPORARY NURSERY vPO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE TO REMAIN AT PRESENT LOCATION SHRUBS., JH ',,JUNIPERUS HORIZONTALIS WILTONI BLUE RUG JUNIPER TO TEMPORARY NURSERY TB TAXU,S BACCATA REPANDEN8 SPREADING ENGLISH YEW TO TEMPORARY NURSERY*/ REMOVE 1/TO REMAIN JM, TAXUS MEDIA HATFIELD 'HATFIELD YEW TO TEMPORARY NURSERY / REMOVE 2 40 THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE. TO REMAIN AT PRESENT LOCATION REMOVE 2 AD "DELAWARE VALLEY WHITE DELAWE -VALLEY WHITE AZALEA TO TEMPORARY NURSERY FA HINO-CgIMSON-CR HINO IMSON AZALEA L TO TEMPORARY NURSERY' EAST NORTH WESTSOUTH Project Title PSILLIP-® CIT.I;ZEN' CEN. TER 7,GARIBALD1,PLACE RYEBROOK , N.Y.' Drawing Title &-DEMOLITIONTLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verifv all field conditions and dimensions and be responsible for field fit and quantity ' v of work, No allowances J shall be made in behalf of the comt-actor for anv error or ne- glect on his part. Scale Project No. qAODrawing No. Date Q, 11'�� Drawing By 101 i W sy, I Checked By, 1 fv� .i e � M y ' t t�g.N -' � �,4hID G7t Z� ®t 4- 0,4tN N. U_ A NOPI ZeD FA �It4j, � w -nw mA� g Vc W 4t1 W 1AW - --Ml� 1 N 1r15 4zW1 I , C4 L - 1_1 I t__� o-:N� 417 � :TA Iururrerraruuer x 4� �, +� ,Y� i� \ (� () ", j'� I N � - ; 1 p�q .'Y.rr`••'. Y�I M%��y.r�•;`y _ "T +��tl;•~•" � '� It � 1 -.*. Eiiiilr 9 W ` _ t + + (� C2 "1 '1 "1 M ,144 24 i 1 i I fo L �`r a fT C7° E �. � t to be repaired and/or re -installed to match exactly in section, composition and finish 1 \ � m_ �� � I — _ .-�vT�.,�f ��4 � and to fiztf4CO MINI, 11 remain as shown and n ,,,t, those existing a ` C t indicated, !�' � � � . ��, � � `�, `\;� �, , EWA / #fes' s /� \\\ ,- _ ._ _ _. -� '. � �II�IIwrRwr��rJ.■r/�'�� * .r i 1 '. ¢ y ...._. .._..\.__. - I Contractor shall submit shop drawings and =- sample of SIGN to the Architect prior to Z�fw p_ fabrication. 4. Contractor shall notify the Architect 72 hours in advance that site layout will commence. The Architect shall be notified immediately of any dimensional discrepancies between the drawings and field conditions. 5.. No work shall take place outside the contract limit lines without the express permission of the Village. 6. All sidewalk and driveway intersections shall have dropped curbs for the handicapped at a' 1:12 slope. - �T 7. Contractor shall establish a visual reference for the contract limit line and review those,` limits with the Architect prior to commencing '�► work. 8. All soil removed during excavation shall be transported off site, no provision for on site storage of soil shall be made. 9. Contractor shall maintain the existing C.L. Fence and Gates in good condition untill the building is lockable. In addition, contractor h 11 t a struetion fence and maintain IJ �A��+• 1 ice° ;�,���- I NEW 1 STORY -�� v COMMUNITY CENTER First Floor Elevation 102.5oAt0A..o011F,_ W WF�6 444 f "' o To W T mT - a ..r_... ,e .. ,mow ... s•• _. �. a 5 Q'. a.. (J•' ti 't""--. ....i..�• ....._ ..1 7� ...i.-� , a } .w , r _ v" e x. -..tet.,. �c=._' a..-.- ,, .� • ` . � _.G` �./t��_a//��,,� , \ 2 $ �i - y . Mt �` � 5plca2' I 1k � fin, +. �`. b '� "r..i' Wim`{ , foc> 3� ; ° / pUF M ; lea✓ _ �w �► C3)rvwv " {1� Io, �> (t��� �` 341. ��. N M a erec a c n `� Tct�ja+ f u " r OcnV . untill theretainin gall [111�1rrr1irIrirlr1r1r1r■i`erosion controll fencs wrr rwp wr rlr■r rT�. ( *a� F•p.C2 � t is full in lace. 1 01 � �rrrrrr__._-f rt Y vN e \ \� � ,,°• ,%,' , � �` C�h�t �. ���>� �.. ' � O �... �. �.�..�. ��I.�� 1, �. `� � ± _.� /! �T • Com.. „\, 'W `.. . � .: - • A. NO'* ,�• , �^y 4�„.�° �(Y�' �#�G� �`� � �`� 4"1C�i.i'o ,t VSA' IM F % •t \ 1 Wr ` 4 lir iJal riirtiiif•rr■i'!i iilrtisrliAtiiiliw:r i1Rlri••ii Rirrrsir ^y' s�aa. ,raN ararsrr ip ' Ap { r~'""Rrarirsrsisrrrrrrirr+riris+rri `"'i��a{ :r;srwrrrersir■ wawrrriErrrirr i r� i '\ gob, -- _ -:. --------- o - 'SOTK'Plww,r07_ . `CONTRACT LIMIT .SINE � — _— — , i -c-- ifs io \1A t4 4 R -A scy+ t -- - . _ _ � XA 4#1L- '1�9 � 44, t tv 1 - - �a 6�1ki.A�TNcal,- ,a ,a P �'� 401 M v Y Ga� x(ox x 2a WWt ....-... a ,„ i----- iN . w F f/ �"• C� P 4+✓' + i 4 ifif 5 V4 l! , ! per. . ,• . ,. �. j . � • t' ( � �'�" � � � � tzitlr3` f C�11 . yii f 1�J , OT �lpA�pAGT�.iJ� I .. _,44,V,At i._--tfPctl � - Tta� I NU ' e meq} �y�IJ� //�J �V V .++ nit T eU ac � `- , , , . I ter pArJ J � � ,� . M 3 a Ztl TC20W��trn �Ca�e-om.ro J01W -r - 1/21, r1b M 10 oue�.---O� �2•C:,! N ��G � N C� r GSM �'AGT�t� � �'� �fi�•`.•� •.. f � - -- t # + I NA I L411, E Ms '- T lir,arm I t , 7 777 -7 WAwo- • a_ i K rg rtv'41' S t�q*o 2x2- pad tu�t _ j,€go", 1 Leo Tip FrOT (Irl lit '• 1vi1 (T • ► ry �����t. �1 '�.1 � _ _ . _ _ ��•�` I =�" Q �:-. ice'• srpks. t,N, ?TTrw..- 40'*• It; t • !! ti .....a. r , 1 `F''ir, D10 E7AL- A S S U C I A T E S 65 Pondf ield Road. Bronxville New York 10708 914.779-1007 Project Title AI TT ION'Y , J. POSILLIPO SITE UTILIT•Y NO -W[ GA.RIBALDI PLACE ' W WATER: Contractor shall provide Drawing Title" 2 water lines (1) 3/4" domestic GRADING'`PLAN.These water and (1) 4" fire protection plans are an instrument of from the street main to the building. service and are the property of Contactor shall coordinate with the architect. Infringements will Vilge and utility company and Building be prosecuted. Dept. prior to installation. Contractor shall verify all field S SANITARY: Contractor shall provide conditions and dimensions and a 6" sanitary line from the street be responsible for field fit and to the building and shall coordinate quantity of work. No allowances this work with the Building shall be made in behalf of the Dept. contractor for any error or ne- G GAS: Contractor shall provide glect on his part. a It gas line from the street Scale to the building and shall coordinate i this work with CON EDISON and Building Drawing No. Dept. E ELECTRIC:Contractor shall provide 10211, a 600 Amp electric service under- ground, from the utility pole to the building and shall coordinate this work with CON EDISON.and Building Dept. S STORM S.sContractor shall.provide a 8" storm sewer line connected to the existing storm system on site and at the curb. Contractor shall,-. route half the storm water, to the existing manhole and"half 'the -storm water to the existing catch basin at the curb. All work shall be coordinated with Village Building Dept. THE CONTRACTOR IS REQUIRED TO CALL A PROJECT.'MEETING WITH THE ARCHITECT, BUILDING DEPT. AND UTILI'T'Y COMPANIES PRIOR TO THE LAYOUT OF/TRENCHING FOR ANY/ALL UTILITIES. GE gEAL SITE NOTES 1. Contractor shall consult with the Village regarding electrical and foundation requirements for, the re -installation of (� existing site lighting fixtures removed during demolition. This contractor's bid shall include all items related to the oQ re -installation (FIXTURE is N.I.C.). 2. Contractor shall provide asphalt curbs ' and pavement for drives and parking areas 1 fv� .i e � M y ' t t�g.N -' � �,4hID G7t Z� ®t 4- 0,4tN N. U_ A NOPI ZeD FA �It4j, � w -nw mA� g Vc W 4t1 W 1AW - --Ml� 1 N 1r15 4zW1 I , C4 L - 1_1 I t__� o-:N� 417 � :TA Iururrerraruuer x 4� �, +� ,Y� i� \ (� () ", j'� I N � - ; 1 p�q .'Y.rr`••'. Y�I M%��y.r�•;`y _ "T +��tl;•~•" � '� It � 1 -.*. Eiiiilr 9 W ` _ t + + (� C2 "1 '1 "1 M ,144 24 i 1 i I fo L �`r a fT C7° E �. � t to be repaired and/or re -installed to match exactly in section, composition and finish 1 \ � m_ �� � I — _ .-�vT�.,�f ��4 � and to fiztf4CO MINI, 11 remain as shown and n ,,,t, those existing a ` C t indicated, !�' � � � . ��, � � `�, `\;� �, , EWA / #fes' s /� \\\ ,- _ ._ _ _. -� '. � �II�IIwrRwr��rJ.■r/�'�� * .r i 1 '. ¢ y ...._. .._..\.__. - I Contractor shall submit shop drawings and =- sample of SIGN to the Architect prior to Z�fw p_ fabrication. 4. Contractor shall notify the Architect 72 hours in advance that site layout will commence. The Architect shall be notified immediately of any dimensional discrepancies between the drawings and field conditions. 5.. No work shall take place outside the contract limit lines without the express permission of the Village. 6. All sidewalk and driveway intersections shall have dropped curbs for the handicapped at a' 1:12 slope. - �T 7. Contractor shall establish a visual reference for the contract limit line and review those,` limits with the Architect prior to commencing '�► work. 8. All soil removed during excavation shall be transported off site, no provision for on site storage of soil shall be made. 9. Contractor shall maintain the existing C.L. Fence and Gates in good condition untill the building is lockable. In addition, contractor h 11 t a struetion fence and maintain IJ �A��+• 1 ice° ;�,���- I NEW 1 STORY -�� v COMMUNITY CENTER First Floor Elevation 102.5oAt0A..o011F,_ W WF�6 444 f "' o To W T mT - a ..r_... ,e .. ,mow ... s•• _. �. a 5 Q'. a.. (J•' ti 't""--. ....i..�• ....._ ..1 7� ...i.-� , a } .w , r _ v" e x. -..tet.,. �c=._' a..-.- ,, .� • ` . � _.G` �./t��_a//��,,� , \ 2 $ �i - y . Mt �` � 5plca2' I 1k � fin, +. �`. b '� "r..i' Wim`{ , foc> 3� ; ° / pUF M ; lea✓ _ �w �► C3)rvwv " {1� Io, �> (t��� �` 341. ��. N M a erec a c n `� Tct�ja+ f u " r OcnV . untill theretainin gall [111�1rrr1irIrirlr1r1r1r■i`erosion controll fencs wrr rwp wr rlr■r rT�. ( *a� F•p.C2 � t is full in lace. 1 01 � �rrrrrr__._-f rt Y vN e \ \� � ,,°• ,%,' , � �` C�h�t �. ���>� �.. ' � O �... �. �.�..�. ��I.�� 1, �. `� � ± _.� /! �T • Com.. „\, 'W `.. . � .: - • A. NO'* ,�• , �^y 4�„.�° �(Y�' �#�G� �`� � �`� 4"1C�i.i'o ,t VSA' IM F % •t \ 1 Wr ` 4 lir iJal riirtiiif•rr■i'!i iilrtisrliAtiiiliw:r i1Rlri••ii Rirrrsir ^y' s�aa. ,raN ararsrr ip ' Ap { r~'""Rrarirsrsisrrrrrrirr+riris+rri `"'i��a{ :r;srwrrrersir■ wawrrriErrrirr i r� i '\ gob, -- _ -:. --------- o - 'SOTK'Plww,r07_ . `CONTRACT LIMIT .SINE � — _— — , i -c-- ifs io \1A t4 4 R -A scy+ t -- - . _ _ � XA 4#1L- '1�9 � 44, t tv 1 - - �a 6�1ki.A�TNcal,- ,a ,a P �'� 401 M v Y Ga� x(ox x 2a WWt ....-... a ,„ i----- iN . w F f/ �"• C� P 4+✓' + i 4 ifif 5 V4 l! , ! per. . ,• . ,. �. j . � • t' ( � �'�" � � � � tzitlr3` f C�11 . yii f 1�J , OT �lpA�pAGT�.iJ� I .. _,44,V,At i._--tfPctl � - Tta� I NU ' e meq} �y�IJ� //�J �V V .++ nit T eU ac � `- , , , . I ter pArJ J � � ,� . M 3 a Ztl TC20W��trn �Ca�e-om.ro J01W -r - 1/21, r1b M 10 oue�.---O� �2•C:,! N ��G � N C� r GSM �'AGT�t� � �'� �fi�•`.•� •.. f � - -- t # + I NA I L411, E Ms '- T lir,arm I t , 7 777 -7 WAwo- • a_ i K rg rtv'41' S t�q*o 2x2- pad tu�t _ j,€go", 1 Leo Tip FrOT (Irl lit '• 1vi1 (T • ► ry �����t. �1 '�.1 � _ _ . _ _ ��•�` I =�" Q �:-. ice'• srpks. t,N, ?TTrw..- 40'*• It; t • !! ti .....a. r , 1 `F''ir, D10 E7AL- A S S U C I A T E S 65 Pondf ield Road. Bronxville New York 10708 914.779-1007 Project Title AI TT ION'Y , J. POSILLIPO COMMUNITY CENTER - GA.RIBALDI PLACE RYE BROOKI N. Y. Drawing Title" SITE LAYOL3•T >1 GRADING'`PLAN.These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale i Project No. Drawing No. Date 10211, Drawing By }v Checked By A . pt�t?A�En t�AtitGa�S. IPLANt RAMI) 5 AT -949: 4ANe Mr7l4 Ag 114LOY W9W t! AMWN W -Tear W1JtL5�K�(. -- t` -*4*M-;Prt7 role MKS MULuI. { 1�� "' r�1aNOJ� Vr 1'3 MIJKLAP cF ML f( Ili WLat WMAP M_ vVnxer M514.15T!5 - U5� �Xl f1N�� XCAVA r� �ctL r i pAGKFILL - AM1 HP WIN Etz "Ie- htAt"T"k AQP/M MMIS AS tJGr- t'.SALL5 eO `-Vt�CtF-Arl ptz M10IMAL FILL -'v A\/Mt7 c t,5V tjlJ.A of F LAkrt5. 12E�TAI l_.. 0 rtzvwe VvAt7, M rmep5c-t, "_ AWdg1 e,V'r' LEAMM. ermy-l"4115 VN1`lf Tabs !W-1 "ar _-9ff WEIMT -nleu tiv M. WASP1-0ITM - vrr-141tr -VS15 et Mh'1eV_lXL To Ilia _1299 AL.LAnJ FM15a N WtovI -- r,V wteTt 1956 W1zAr1reNl cv�tzl,AP. im,Am �rwtlece� ti Nulr•aEp-(. 2" 5gFq!rMC;` 1710 V SAVCeV- RIM 99MOvr F5VPLAP FIz W&VrMALI.. t'EM6V1 V!,Acic.FILL - W15001 MATMIZ AND/M LI 5tJWAt9Ade jf .PLANTING PLAN 4 These plans are an instrument of r ,+"" ";.� /�' at� � � �„�..� ""` �✓ it �. i '/` Fort ? . r..► V ,. ,. .- pL,oa, MVAMAV Fto� M1t�tJt tall A M 1_6 im be responsible for field fit and Ick' X11tC-0tW Co%Pic.. ..._.. .... t , 4 s Project Title -ANTHONY,J PQ ILLIP O COMMUNITY,CENTER.-, GARIBALDI, PLACE' :'Oi Drawing Title .PLANTING PLAN These plans are an instrument of r ,+"" ";.� /�' at� � � �„�..� ""` �✓ it �. i '/` s'. l5..�� /"'ir �. � �... ( �� MVAMAV Fto� M1t�tJt tall be responsible for field fit and Ick' X11tC-0tW Co%Pic.. quantity of work. No allowances i shall be made in behalf of the Mtyr contractor for any error or ne- W. ON tt Scale �� t M m7 s Project Title -ANTHONY,J PQ ILLIP O COMMUNITY,CENTER.-, GARIBALDI, PLACE' :'Oi Drawing Title .PLANTING PLAN These plans are an instrument of r ,+"" ";.� /�' at� � � �„�..� ""` �✓ it �. i '/` s'. l5..�� /"'ir �. � �... ( 1 '-Tp-L*4 r- "✓ �P t� I'l'k" (s KI N j ' %;P' , I ice" Fto� M1t�tJt tall be responsible for field fit and Ick' X11tC-0tW Co%Pic.. quantity of work. No allowances i shall be made in behalf of the NQA,F- contractor for any error or ne- glect on his part. ON tt Scale �� t M m7 � t s Project Title -ANTHONY,J PQ ILLIP O COMMUNITY,CENTER.-, GARIBALDI, PLACE' :'Oi Drawing Title .PLANTING PLAN These plans are an instrument of r ,+"" ";.� /�' at� � � �„�..� ""` �✓ it �. i '/` s'. l5..�� /"'ir �. � �... be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. tt Scale �� t M m7 � t Project No. Drawing No. .� Drawinl B4' SPS 103; s Project Title -ANTHONY,J PQ ILLIP O COMMUNITY,CENTER.-, GARIBALDI, PLACE' :'Oi Drawing Title .PLANTING PLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. tt Scale �� t M m7 � t Project No. Drawing No. Date, Drawinl B4' SPS 103; Checke 1 y go 4:1! (P a 17 4 f � !1 i t .�. ! Ir II l t= Of 3 f1 y, h� , y :1n il, _ 60, 4660 a *YOO L s A� of , w_... . _, _ _ _ ... __ _ _ __ _ _ ___ _.__ _�._.__�.._ -- _ ____ _--- _ _ _ 00 +i1?/ t k t I lei erl> 4011A.- n - 71-;Z14! t wtOt N � _. 6 HEATER - ti Q`147ZZ 777777 ,�77=77777777777777/777;2 77777,�47 _ _ 17=771 _1Z7 7774444441ji�- - - - �- 4 — ,. (177 , I r - / (r% C7 I ' I ot 10 I i : R , P 4 i P — J IT Lo r i MMM "! !! ! I I ! *, i s i I I I 11 1 I I! d I d I I t, 1 ! 11 6 "' I N l ( ti V L- -C��2 2 '' Lm •'�_ L" -' '- 1 - / /.y G -G G-� el _ -1 ' 31 VV At�V 11 F4 77 IFr i N N AND Ul' s 1 ,t " A �V FAtZTLA . J� .�...KI... A -r 1GII L PA7 i�N -r, c�, , — t O 2 . � 2 ,I Elrimirm NIEL,= 1 } ERT MOkjKE & A S S 0 C 1 A S T E S'; 65 Pondf field Road Bronxvil-le , New York 10708 914.779.1007 ProJe'Ct Title Ilk ANTHONY J. ',,P0SIT.LLIP0 COMMUNITY + CENTER. GARIBALDI PLA RYE BROOK.- N.Y.... Drawing Title BASE ` ENT PLAN These plans are an instrument of service and'are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shatl be made in behalf of the contractor for any error or ne- glect on his part. [Scale7.1_____114"1' 0" _ FLAN t,1 -H Jnr- , Project No i 903$- Draw`if� Date 2. •`, 1 Drawing By g Checked Byk6m i 4- 0 0 , e, I I t C 'L 0 � cn, - p, q" 9 1� I V, '` 15 11 11r2 - 17 G- 10 0 A-� ---- - ----- r 4*40TW Ny I -7 lit A p A z2 \v/'A ALA) M; FF - ILL 4 4- -Z (Ale, 0 F C- mr�l POMP -P 1 l`-1 E7 ZX A Q 4- -9 r-1 + --------------- 0 4 7 777777777-1�' 7 BASEMENT PLAN 2 > > A "I. (3 r,7 v T�l r A 47 f ell x All 4OW,- -e-,AeA C, 1rK L, STEM '.A '.Av Cl, IS -,5 I 'a] ALBERT MOORE & A S S 0 C I A T E S 65 Pondf ield Road Bronxville , New York 10708 914.779.1007 ALTERNATE #1 Alternate #1 Notes The contractor is required to submit with the Base Bid a separate price for ALTERNATE #1 described as follows; Eliminate Concrete Unit Masonry foundation walls and crawl space Substitute : Full basement with 411 concrete slab and Reinforced Concrete foundation walls, concrete stair and area way with drain,first floor steel framing system, HVAC modifications and all other items associated with such. SEE DRAWINGS LABELED ALTERNATE #1 FOR DETAILS pvoject Title ANTHONY J POSILLIPO COMMUNITY CENTER iGARIBALDI PLACE RYE BROOKIINY D-I�a\vlllg Title ALTERNATE #1. These plans are an instrument of service and are the property of the architect. Infringements will he prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work- No allowances shall be made in behalf of' the contractot for any error or ne- glect on his part. S c a I e �\v Project No. Di-avving No, ALTERNATE Date Drawing By A-1 Checked BN ALT # 1 ILBERT MOORE & , e - 4::p I!F A S S 0 C I A T E S lot— AITAe4iEo z� �ox t S+ x U \Y/ Lo'oa Z� zo "0,4 10 65 Pondf ield Road f\"/ L r15 I �l2; `it "Alt Bronxville New York 10708 4W# 6vx 3- 1;el 914.779.1007 s,L_y c::1fS9A-fa0 r�ef+- Kl&�, "W -TI Tjcl,- 4N WIAW-tt, X, (i) (114AOk Fla -C) - SQ. -7 N/1 7 JZA 0 -Ilk A: _2 - 2 PA,jRTIAI, FLOOR PLA.NtMULTIPURPOSE RM, ALUM 1 1216-411-S E30%e 4 r/W6�°l N 60; - ------- vxvz,; io -fzv�ttttl i FnATT I t,4d..- 0 F \V t ox el 21C Nt, 12N 6pt*_ e P&k— V S qx(f x N knl 4 .4L d ii Y, (,o �KQJ�U 011 11 11' 10 4e� (L4 N 7 L5u. AQ M - rpT F 0 N 4:, V/ I tAs 7M rr Till REFLE%f-A _.1 I ED CEILING ,PLAN R 01 &rpm =A El 11 4o�-M, e- rz_x6epT AReA V V�) FTr 1 l,'A we F;� 4 Lrl ��W ALTERNATE # 2 Alternate #2 Notes The contractor is required to submit with the Base Bid a separate price for ALTERNATE #2 which is described as follows: Eliminate: Gluelam wood trusses and staining of same,T & G roof decking and staining of same,rigid insulation and protection board. Substitute: -trusses (revised see Alt #2 S Dwgs) 2xlO purlins @ 16"o.c.,5/811 CDX plywood roof sheathing,15# felt and starter strip, aluminum drip edging, ridge and soffit vents AND 2'x 2 'acoustic tile ceiling, stepped gyp• bd. soffits and R-19 Batt insulation, folding partition. and all other items associated with such. SEE _DRA, �_NGS LABELED ALTERNATE 42 FOR DETAILS Pro** pl-o*c Title ro*�'-'' ANTHONY J POSILLIPO T COMMUNITY CENTER GARIBALDI PLACE RYE BROOD, NY Dl-a\,t,'ll1g Title ALTERNATE # 2 ARCHITECTURALS These plans are an instrument of service and are the property of' the architect. Infringements will be prosecuted, t. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf ofthe COntraCtol, for any error or ne- glect on his pan. Scale At;, f,40—(SD Project No. -40-2-79> Drawing No. Date ALTERNATE A -1,A T Drawing Byj, Checked ByA #2 o' Vii --Tod — "E -o ttA W- T e, OT! ef fit A •r ORE & A S S 0 C I A T E S 65, Pondf field Road Bronxville , New York 10708 914.779-1007 Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER GARIBALDI PLACE� RYE BROOK,, N.Y. Drawing Title CIT R, 'CETUNGTLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. 1/147 _0" Scale Rol Project. No.,' Drawing No. Date Drawing By Checked By 0 0 0 o' Vii --Tod — "E -o ttA W- T e, OT! ef fit A •r ORE & A S S 0 C I A T E S 65, Pondf field Road Bronxville , New York 10708 914.779-1007 Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER GARIBALDI PLACE� RYE BROOK,, N.Y. Drawing Title CIT R, 'CETUNGTLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. 1/147 _0" Scale Rol Project. No.,' Drawing No. Date Drawing By Checked By 16K III # o' Vii --Tod — "E -o ttA W- T e, OT! ef fit A •r ORE & A S S 0 C I A T E S 65, Pondf field Road Bronxville , New York 10708 914.779-1007 Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER GARIBALDI PLACE� RYE BROOK,, N.Y. Drawing Title CIT R, 'CETUNGTLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. 1/147 _0" Scale Rol Project. No.,' Drawing No. Date Drawing By Checked By I I n N ALBERT MOORE MMWMMMMMMM� Project Title ANT-HONYJ. POSILLIPO COMMUNITY CENTER GARIBALDI. PLAC],," RYE BROOK, N,y.., Drawing Title ROOF PLAN. These plans are an instmment'of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for anv error or ne- glect on his part. Scale Mm :7 Project No. 90218'' Drawing No. Date W A*soa,104 Drawing By -4�;i Checked By "Vvii't INN 100V ---_,.; 0 fo2k44AW . . _T ANTHONY J. POISILLIPO COMMUNITY CENTER GARIBALDI P L _21 I V -vv Aew, 4- - -&---•. -W I — v -1 eV4tAE<,T Alt V C Q �11�AL_ Lock) We a4, r.2AT>�-1 -/4 L -AN 11 4 -A C*00 N 6�M 6Af;;' r --L- 17'- -t -I: � f::,, l<L I r 71 t 41 EAST.SLE 'ON -7 AT I 1, Ate, Strt;;, J2 A +4�=4,OT A,4- SKQP0G0 %,K� t f70 iii'' AW *XM*s;P 0% N �A-T Zvi" rP"0-,VoA4,0- WT, 4TWI e V14!; 11 0 (P. K*. 4, E-A C -o W T CAR 12 C H 0 0, 6W) F_ C) Jr-- 2. AL)" 4;PZ� a 94a^ M t�/pew" To pe W+t I -Te wwlic-IF, AMM e 10 F- �ftAllkl- 4Z:AW- PRIC-le- 2. KJ4(:�, MLDNTAIN) L -T. 6CAJ J MOD, CA4(!)f0,V 71 tt WWL,� a T* Trwxr, AbTh V (.0 ERT OORE & A S S 0 C I A T E S 65 Pondf ield Road Bronxville , New York 10708 914-779-1007 11 M 11 Project Title ANTHONY J. POISILLIPO COMMUNITY CENTER GARIBALDI P RYE BROOK, N. Y..: Drawing Title NORTH wd -EAST,". MN S "I These plans are an instrument of set -vice and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale, -0 Project No., 9038 Drawing No. __Rate 2_45,1e Drawing By A-20t Checked By u * . ^ NORTH ELEV. MULTI-PURPOSE ROOM Ala m ' ' . ^ � ` ^ ` ` 2 177 \ | ' \ � | --- +- ------ -- ---- -- -- r _-~f � �l��� '��^� ' 0 -' 1 ^' �~\ ^= ~^~~~/l0|+- |FT| | | | 1 } / | | ��_ n r�� � �/ / � � / / / ` / / / ~-~- | | ' | | ^-- | \ / | -- -- -- | r----------------- — --- ---- 'T � �____________-----_----_--___-------_-�--__--_-_ ------------� | | | | \ � / �� --------------------------------------------- ----_----�------- — -� l SOUTH ELEVATION | ~�t hL U7)r`\& U|||U . . / | U| UK ii| iN i | | | | ' | | | \ | i ' \ | !| / -------� | ------ i -------- \ | /------- E4 f�* yl 171 ` ' � . \ WEST'ELEVATION J " ^=- � DI(P COMMUNITY CENTER �J� V �� � l GARIBALDI | | | | ' | | | \ | i ' \ | !| / -------� | ------ i -------- \ | /------- E4 f�* yl 171 ` ' � . \ WEST'ELEVATION J " ^=- ALBERT MOORE 4� 65 Bromxwill,New York 10708 �1�m77���(�A7 ^^' ''~ ^""' ANTHONY. J. POSILLIPO COMMUNITY CENTER �J� V �� � l GARIBALDI RYE BROOK, N. ` ALBERT MOORE 4� 65 Bromxwill,New York 10708 �1�m77���(�A7 ^^' ''~ ^""' ' ANTHONY. J. POSILLIPO COMMUNITY CENTER GARIBALDI RYE BROOK, N. Drawing Title SOU -4 TH. and WEST',' ,�ELIRVATIONS.` These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and, be responsible for field fit and quantity of work ' No allowances shall be made in behalf of the contractor for any error or tie - &I ect on his part. Scale Project No., 9038, Drawing No.' Drawing By Wt7 A 0 2 Checked By /4;� J ' 7'17 'F—:2 t5��7 777717711 �► , � fir, etc LaT I KITC' Z x 1D `V Lam" iN" �' F r 2X�42,!�' Vic- ---' -� (E�R. a ,�;?Vw C p,4f grfIW , vlce-_ 'tet J�2124 F' NoTC-: TR vt� w,� L4- 12 gee e i 5 i ALBERT -MOOR LB65 Pondf field Road ronxville , New York 10708 914.779*1007 k - • L pow Project Tide ANTHONY J. POSIZLIPO \X.. \L .RYE BROOK, N*x. Drawing Title WALKWAY: ELEVATICON :AND DETAILS These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field< conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale AS N'OT'ED m7 Project, No. 9038' Drawing Nn. Date A -i;�- 2O 3 Drawing By Checked By At\ S i 5 i ALBERT -MOOR LB65 Pondf field Road ronxville , New York 10708 914.779*1007 k - • L pow Project Tide ANTHONY J. POSIZLIPO COMMUNITY CENTER GARIBALDI PLACE .RYE BROOK, N*x. Drawing Title WALKWAY: ELEVATICON :AND DETAILS These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field< conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale AS N'OT'ED m7 Project, No. 9038' Drawing Nn. Date A -i;�- 2O 3 Drawing By Checked By 1( � I i. I i— I , 11- , I I, , .4-1 11 k+ 1 onk I I L 7 f "I rr LON i _ujL VIDINAL lwi -- ------- 4WM i'71 - 7`14 ��T7 1L;L-#TVIJ C,(0+ IT- T�_ M"Tr �7 WAXI a V - W c?) L e. A I fullETTI AC7 IV 171 E�-' k ;L I - 1 4=., L-A L 177r, =771 1 7 It tie z T —4RA fatT F,4 0 fmwllN 411 e4iNTIN06D '. M ROSS SIEC T ION, #I H "re 1 #2 'CRC .SS SEC TION a I 7 &;�006MITon�mpm -rAW0+) IA S S 0 C I A T E S I I I I I 65 Pondf field Road Bronxville , New York 10708 914.779.1007 0708914-779-1007 Project Title ANTHONY J. POSILLIPO 4 - COMMUNITY CENTER int 1 GARIBALDI PLACE RYE.BRCN.Y. Drawing Title BL tDNQ SEC OVA" These plans are an instrument of TP service and are the property, of 0�,.t SMI the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and 4(op AA N quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale Project No.`' '0 Drawing No. Date ti .i0 3.0 i Drawing By 4';? Checked By v f L2 (1,`j' Vr WI2 IGS -4MU -d I� yzll �c � W P 'ALA) NA151 a �T -a'' 171 V,7 i✓Iii" V AL' tK- - P� LG l 1"x,,1, Xr, n,� . ►t - -� N ► ira IN N �{ z�2i� - ,�. © t�' - ✓'�''`'`T=' lei104 V. i-f-tKilr� INv� r4 (L6, 1 i 1 I � _ 04(V4A v,1 la- , 4/ 5 1:;Q1 60 V.N tea. I N 64Te { ,� I & ` . Li'rG/ r V v -gee -v ' ,� L. I �do2xtG w �,� q\vv _ �N fly IN G Jai _ Ii i 9T } i-- i_ " I H 1 __ tLp'v I I o I 1 -- �,NTC-0 CCU e,1V0IZ64L- _JI -- T 9'22 { i 4��_T 4� Llorl- -T 1,c,� Jo�I►T.xl�,IIiL-A I�Ii �^a" ! 7 r ar -'i 3/�' i y,,� es ` ! • I'./r*. �/��" I V � I N Z � �i�,�[� T � i/ T '�' fy ' 1 � j L./ - I 111 `• YAr�..1. t _..__ , r F 4 D ' E ! o �I�I 1 a U , �_... � � ► It _� {� � -__ y° — � v --_ f 1p .. r f -- 77 I Nc'a T�-q- ° i - #,2.12 -if { � l t I �.- tle N' _ _ - IICZ �. • �I�� moi' - _ - ,. Pr®j r , T w. ANTHONY J. SI I __ _ _.. 11 �� if ,, �_ �.' fel II _ Er� `i I , , . I =--�—. - II(JI�rIM TY CENTER X I UN a _ _ I I ` _ .--... �.. .... � " t � s U r� «- f r ff • r C) n t Q b � ,-� e � L.+3 q ��* � q., - �1 0 `-' N � i. i �,--Q ; y '`.... •. � � b (� . � ---=� �''" Y 1 9 _ _ 1 , . . P � „ 1 I GARIBALDI PLACE 114:14 '� NI� � ���� ��� �'� I il�G � N �t��- ;�� G�T�i Lr� ��� I � � ►J� � � _ �1�.-�.. ��=� �-i�I �,.. � � �Gr.iC�� ��J II RYE BROOK, N.Y. L - — { �J GL -T �� A7 7 VEL �749� AT � I � 'ST T IZM I G L� �T ► T' ' , 1 �:�-Drawing- I .�s �-_,i.. p� '�► -• '�.:7is�cl...� = i "= - 1 i Ga'" "c.�- - � �- G% Title � �� ' � 4 `.'RG%fd��" 1 I � - 7�A' S15 'WALL ION,S 4 2x�} F Te le�;q iIL#.;p ..=---j ��i."�J� ��"�� f�G�-✓ - ` _ ._ b These plans are an instrument of � ¢ ; - � , ]��'� service and are the property of the architect. Infringements will r >T r+'/1 " 1 T� ?i 1� t�'Gta' { �T Contractor shall verify all field � tl �11 conditions and dimensions and I �T M D H5&fix ..� fCo'l%G tNUGM --1 C.t- _(vl ,�k�T _. be responsible for field fit and �/ � � w �j � _ quantity of work. No allowances a i� e� , . _ _. _ r�tl" /�7rSYtA tr�' shall be made in behalf of the ''""(quP 1 4>0E- C%Y P `YVJglfor for any error or ne- glect o } ne- glect on his part. _ �,. 11= 41 ,.�. - ok I C) NGS Scale ®� li • I f�l'T- _ i i o + x ICS tv`t d ,G. _ W.w / X 4=1 � " --- 0 i N I �6 4f Project No, 9038 Drawing No. Date 2 i5. CT* Drawing ByW 15�p Checked By AL, L) 1 NG i,Y'T aNAL lk r3 �- 77- CQ Co1.4.1,+ 0 �,� 1 M - , 1W -z,)z,o„ -Tap vI�JI�I�'rGj '4 a _ , • f ,�NI I I- r_1 _ __ � C r>1 171 ViE r_. let - i peg 1 1 duo f (yo. XT F5 -O- 1 GARIBALDIPLACE 1 1 t Dra:ww'ing Title: WALL SECTIONS These plans are an instrument of service and are the property of .,._ i be prosecuted. -7, 1 ��at✓�tINU � Wim" F�% conditions and dimensions and f� --'� - shall be made in behalf of the 1 1. �= - --1- contractor for any error or ne- glect on his part. Scale As NOTED J� Project No. 9038 1 Date coo A -"w-303 Drawing By 1t Checked By !21 W l � ,k;,�z 7 i f ?`— F5 OU "{v' IZ-11 Lam! f= c, 4 a f4,A,!5 f t44- TEC) W Opti 6 a" GMTR N F l`be i F ..-ice- f`/i .. + -..» --•- 0 =I ti, 51 T� °T life OF1 L-L At�ebmF�* F4aF prre-++ V/ -rApe�-EZ lwa�T04 I t5l -O- COMMUNITY M M NITY CENTER GARIBALDIPLACE RYE BROOK, N.Y'. Dra:ww'ing Title: WALL SECTIONS These plans are an instrument of service and are the property of .,._ i be prosecuted. -7, 1 ��at✓�tINU � Wim" F�% conditions and dimensions and f� --'� shall be made in behalf of the 1 1. �= - --1- contractor for any error or ne- glect on his part. Scale As NOTED Project No. 9038 Drawing No. Date coo A -"w-303 Drawing By 1t Checked By !21 W l � ,k;,�z 7 OU "{v' IZ-11 Lam! f= c, 4 a f4,A,!5 f t44- TEC) W Opti 6 a" GMTR N F l`be i F ..-ice- f`/i .. + -..» --•- 0 =I ti, 51 T� °T life OF1 L-L At�ebmF�* F4aF prre-++ V/ -rApe�-EZ lwa�T04 I t5l i ALBERT MOORE & 65 Pondf ield Road Bronxville , New York 10708 914-779-1007 Project Title -O- COMMUNITY M M NITY CENTER GARIBALDIPLACE RYE BROOK, N.Y'. Dra:ww'ing Title: WALL SECTIONS These plans are an instrument of service and are the property of the architect. infringements will i be prosecuted. ��at✓�tINU � Wim" F�% conditions and dimensions and f� --'� C7_)1 ,� IlVL,N shall be made in behalf of the contractor for any error or ne- glect on his part. Scale As NOTED Project No. 9038 Drawing No. Date coo A -"w-303 Drawing By 1t Checked By !21 W l � ,k;,�z 7 n i ALBERT MOORE & 65 Pondf ield Road Bronxville , New York 10708 914-779-1007 Project Title ANTHONY J. POSILLIPO COMMUNITY M M NITY CENTER GARIBALDIPLACE RYE BROOK, N.Y'. Dra:ww'ing Title: WALL SECTIONS These plans are an instrument of service and are the property of the architect. infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale As NOTED Project No. 9038 Drawing No. Date A -"w-303 Drawing By Checked By rtor4oyr GL -45, TI L-_= 4 ii � � ti 1.,c;"(' ' -0 fore � N1 LA� F 2, IZ& Q4— I "6tPAe MAK, y '"IW4ZE96 TV Pj" L >z -T x,21 f - FZ->42D ZX T4K W49. 11�-' I M i -.v 2X � -,Z�#/zit N �-. �%��=_ W► � Nps -r,D Fg:�)J FC71e!�:� ' ji "eolf, !fiv�YCo,JMh ft.AN !L Y-iN C�,,I._O. �iuN� �uu�N --NN i -y �;� x 4 2x4 �fn_)��-- 01 A e Z Mtn A7 W I tai �� �►N p�T>AiL IV -M 4157 .1 .f tuel n6p._...�........�... Alp I i � � I AM yG�e:^.titF� •5,1$1`,}t;lap / -,o,�7A I L RELKAVIO cwt IT y 5�p i EAD __ J K ZIIX y � j"x�"x lot ,e2h, L Gx!� V 02 V, Z xg? GNC gra 5 W N, III, ell 4T N SNV I=,f= �v _ JAMB • 7F _ -ROLLING COUNTER FIRE :DOOR 1400 i ALBERT MOOH 65 Pondf ield Road Bronxville , New York 10708 914.779*1007 Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER ' GARIBALDI PLACE RYE BROOK, N.Y. Drawing Title DETAILS'', , These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his pan. Seale Project No., 9i-: Drawing No. Date i. A', 304 Drawing By Checked By I VARQYF SC I ........................... .. - ................. � ..............p.....,..........„.,.. *. : .- if .. . ................. y. � :... 4 ..................,...».....: : I : I:��-, ...... � ....................... . .:....... : ..-14- ............... � ................. ... � ....... : ; - I ......... ............... i ....... I ..... I ........ :* ....... 11 ... � ;* :I 11 * : ........................... : ......... I .... � ........................... . ;�*---*- .... : .............. ........... I. ... - ....... I .................. : ......... . , . : ; : rp : '14-.11 ............... AT19.i .... 1 ...... :ROUGH OPENING 1`11 F R. ” M * ... :- ---- ..... -- ... . ? 4 ......... �f ............ � ....... I ... fi.. ............... . ......................... :-TPI�!.,�Q- 'MATERi4" '.FIN. - -'6`[A-*-*"-*"-+-- ---*-- : : ? .... I.: ...... -.1.1 ................... • � .... i ........... ; ............ I ........... : !HEIGf VID H : : ... I .... ;--------DAq ..... L R : ..... � .. ........................... : : : ; ................ , .1 .................... � ...... i : - - : � I ............................... - - ---- ................... I I I ............. ............ 6 ...1111....;:.:1111.». ... . .. . .......................... -0 I -0 I-1 Anderse '4�'� b ....... 2 ... 2 ......... . :'-1 . I : W" "'T - - *'*� ... *-J----- ... * I - ............ I ...... -.0- .............. 1/2' - , , I I, -: * I -: . - - - - : li ........... : ....... I ........... K, .......... ::.� ...... - ,# ..... • f 3) 1 ... I ... 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I - - - . — - ,---;",\ ` - - 1 J�S61 ( i-,�^-� �,iIiiii��L- T'r�s I F, -p L-VVIF,r I�Vle','> r-IgF, -Tao co�-1, Fuzl;,� L -ill �, �,-�� ` 16+,iiiiii���Ll.iiii�;�1 (?,HT-z,illli UL Vt5g�-� I f:111l I 01 I I -1-1 �2!IE F- I A �l t- 4FPgo-1 edWAVL- ) I 1,i,oI,J AL L, 7-tol ff,. i 1A J-) -i� GARIBALDI - PLACE - 11 % E�) �JA�,L.l 7-�r� 4 i ���Ml � I I -L �, L -7�� 7--.) -e;�� I�l�....d��4--T � , II1l-:111 2 : l.::,1J-::>l1 ------------'i �--- IIOI�illlll.. � � H /A--" �� r, �ALIL -�>I,:--ll,L"iI4�44 I Lil �\Ie,il Fjza� (UK <:;ZVRAVr= , e�l,w- 7 - I ;, =-- -9 ; - -- Il�,"lllf AW,f4 rTr-i . 09 < -�,L-1 lv:;�I-1 11-e ,l � RYE BROOK, N.Y. < I < . - AC0L->SP71t--, TILE tae Re e-t'l R-OA04 - 1 �5 -7, -�5 4 4,-1 � I -- -- - - �Ie7i� -" Ilol �d;,l I'Tl�,!:-�- 1A) / Drawing Title 6x-�4R4Z,l 1-1 Lf-- AME;21c:�-AN ei-ia - 4-6,Hy0it-4 fzeo IllW Aeg4los,(Ve i " I 'M ?Fz!9V1Pe-0 4:�'NTiNiiiiI-I�L)l ,�--,�-I��I<-r-, � �zm, 61 1-i AKEP-ti6lil CiX-AW - =Lck=47- ,A--71 II,,�C�Il -,�;,OA�Llkw-r ' I I ?VINIOW,, SCHEDULr2l P5�,�-iie, -, f::�L,l ` `�`�` "'If"' "' � �VA"-;r-14 A �47d?Oe . ► � 4 '7 T, - ollgie--AN 4-':��IloillI�Iill - Pllll-�F- A--I�ol 0--#S;,T'f f?z*e qOTS If AU -1 PpgTIT16*4!�P-1 gs�xjoe LAV -%6z I I .8 I 'I W, I & DETAILS - PAO-;Pe i uAu, 0. 11 --.-*Alli�i,,,.., 05e, J�rl Re cox:, 1 -ill K C.-011: g id iiiii / - 1, L -i Aee-fl�ld:,P-191�, fpA*pe� ��-A Fr= IF. He ->t -l. # R%,--,!) Ill --i cc*Tt? C,r>MP-#--)uW0il (:>�= WAIl Al FINISH '5.)�-M�EI)tJLE " . , . I -rpllv" WA -91"a #0 eel Cloo Woe,e!5,lol, �AMSO Aez�0 I Wkiii I : & PARTITION TYPES ! � ,,�,P PI- r . -.- r I � � I I 1. I i 601FAIellill,L4 +4 P 1 '-2. 1 - -i -- I I - I . 0 1 - I I � - . I A, 604i +tp I 1,l I These are -- / k!2JL � z . service and are the property of � I/ "llill s I I � W ----- - I ,�, , the architect. Infringements will ��IIA I M0115l A, e5qil e-ep� 0 1 - - Vel -1 z:I4 4 "I 4 , 0!;p .0+l T " h service i s'l p "' r Tans and, ' d a ' are architect. ' / Ftheeah - Aliz, 12.�il i .l be ril s, t u r I r ` I - ; I I beprosecuted. � ! -0 le:�:Ill -e"e'">L,l 0.7, A Cor -YS e-il i f z 9A 1, L, 4 Aee;w vre,V N � 11 . I Co tr 0, s " I . I Contractor shall verify all field I conditions .,io s .( , AA, 112'l conditions and dimensions and I " I , -- 0 fill 6 li 4�1414�w-ALL,A,S;p 011 N . he responsible for field fit and - 17� _ wuwq\A.4�t-1 05 toollill opoi, 4Le0-,!V, efI �4�6 12 M �O KT I I quantity of work. No allowances . 1, - , I I . shall be made in behalf of the I . 1(f�s-=V1EF\\/,ALAl.-- iI,l:1le- Ilill;?4�+ - ffzle�)F- Il contractor for any error or ni , . I -1-1 - Sk S<�lll I C*4 ) � gleet on his pan. I I- - I — — -- — . I -- I Scale 'l Nnte[) � I � . - I I - I - - -- . . I � � � � k I --- � -- --- I , . . I Project No. 91Y3 8 *i' Drawing No. I -' I I I � . . --'-Date -a-15,11'& � ' I - . I Drawing By ws A---;gI401 I e It -- I I Checked BvAOM I - I - - � I I --- --- -- --- I . - - ---- I ---- — �. - l u -ill � , + � . I I I . � i ALBERT MORE & jLE_.' A S S O C I A T E S .It sTuo�"&140241 WjW oJet 2 J,c _ �✓ N' , ;MAS(, , M*T. M,.4ALL � - - AWM M .- ---tom ► ..' TiG- .. ��o - =��� SAP - .� ��- �d t „ ,P'T• 2 — Mid b5 Pondffield Road 14 2 �Vq -- -tM4 '+ (I =.I Bronxv111e Fle 3" 4 �4. ?'T1 New York 10708 NvM, t p► 2a �' �' 1 °�,�" p VP�'T � �„ _ � 4. � I'e�1 G _ .. _ _ �� 914-779-1007 Ate` c t Axl C2 ! , " toe l,,'I", 4- P AWA - �� '� tib/ti�vr np A VIVA ,mt.r- - - T 14 Ito i�p 6a.+� !�- ATAI act - , ' - ice," , . Im �z +,+ . R ®NI, __ Viz, ��',�- � .M f? fit• \y/ C��t"Ac- 1►�ar --__ __ __ — - - ____ . _ _ 1=' .... ,i'+2 't �. QjP mak* 12 VV 2 QVC? a 9 F a� I r n Q N T fz� '� Y �' � TMs' Fr, a I l♦ 1/ .r• s Ti to yy(,',yjF 12T. R $- 144. e2 FT-, t; Wo .. .. 2 c MA&t46 V.- UK I KIxtT� 1 #2 41hDwM+�� - { PT —__ / • �, S77 ' 1 t+►auM 2`�, e' ,. ! I s It ,.2.i_. FV '.°„ # q�' HYD A04 -- 2 S�'�`t7 W/ Wa-`V VA -4( t - � V t2) f5 ! "'41 W � . \40 At t �- �«✓ lV �V +-- > ' ' vT - FV (. c ' � C�- B' t kms' +.. fit'. 4- WO 1 t - ° ; �,�1 / �, � ,�t ! k _ _ _ . �'j �,,1,- l � N'C V ea I �.�'' e \� 2 `o MAR, _._ !lam . ► ,4 . 34 i fi 1VC% 4'T 2 WO - a _ `Y , x l,Z, t t L � ?�tt iZ H R I l� -AT ION d k%M. Wit' i ,im t r t� �g 11�, t►,- tom. -� , tt a `�;7--TII.....I ��-- Imo! I,.....I L.cTC 1�.-�1...,.- 1 h,l'-.I%',, t'°.T;1-�l �..:. 41 i )4 G Cti'�i n2. haw) �' I D low N��T�u6T�'N 000 11-3 AIL , T _ AF - *1 J .., �' � % i - % 'T�'' .1 Projec t Title i ANTIMONY J. POSILLIPO ; COMMUNITY CENTER 1 �t=Oiz FK �'i - I N7fff T 6 r� �Z� rYT. �-P�AT� 1 rf�A�Iff- (0 f 1 3 1 l D T# IM 'I G�— T� iL. �N- Tv GARIBALDI PLACE RYE BROOD, N.Y. Drawing Title DOOR SCHEDULE I & DETAILS i i HffX? i These plans are an instrument of service and are the property of the architect. Infringements will he prosecuted. I , Contractor shall verify all field r i be responsible for field fit and conditions and dimensions and quantity of work. No allowances shall be made in behalf of the 2� 2-7V contractor for any error or ne- t gleet on his part_ i Scale � NO 71 -r�- I � Project No. 943$`"` Drawing No. 6AV-Vt,-jA-rK, twN�`r %�1.2%iZ 2- �. / Date 2 1�j , T� M d � Drawing By A-402. �"��'� �% 'T`�'' {��:` a ��!!N ����� �'%� �J/ ��.•' (�� � _ Check ed By �Vv/ -- - --------- 5, 0 ADA, tCty -7 4149W t�l FT, 77 zr - - - OT, 1 i4 7—f F-' P7 t ceax) N Tr 4 t\m F vo e000bL kJt;2r= �U(J-'V�t 60NC;,-4LL_0 fF"r,", 0 1\-� 17- *)ecacv. A vp--�t A-P� � A.W_ 0 -5,eGEe,- -�D rj�yAk4,,H 17&4,7' 42A nit: (,1_' 5,H,4 (I OC-6-LOG0 1a O>A#er aC)l Ar!5 L 11 �/"et,tqr- 1?2 rA ff;Aet- eAler- I 11 OEM* Q T-7 r_1 \\./A IN t46+q IF Ix, ew L (ZF V, Ki 64uN� VJ 9A' jj 4� Ile -A At Z" 'E7 �,'V 4. vv At ZQAe*- Q 0"r J_ ___ EM RAIGHT ONDITION CORNER 'CONDITION .��.AIR R AI L - D:ETA.I]L ALBERT ORE &11; A S S 0 C I A T E S i 65 Pondf ield Road Bronxville , New York 10708 914.779.1007 Project Title' ANTHONY J. POSILLIPO COMMUNITY CENTER, GARIBALDI PLACE RYE BROOK, N.Y. Drawing Title INTERIOR" ELEVATIONS' These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted, Contractor shall verify all field WAI(I 140146. conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the 46f?, contractor for any error or ne- vA K I W.- Scale A-t44*N Project No.. -9038.1, Drawing No. Date -Aa�403 Drawing BN Checked By J �� �,_ mi4 11v-- WAIW40T PtIF14. 7T, 4-1 L L .,AA P 0 t5f. W - T-7 r_1 \\./A IN t46+q IF Ix, ew L (ZF V, Ki 64uN� VJ 9A' jj 4� Ile -A At Z" 'E7 �,'V 4. vv At ZQAe*- Q 0"r J_ ___ EM RAIGHT ONDITION CORNER 'CONDITION .��.AIR R AI L - D:ETA.I]L ALBERT ORE &11; A S S 0 C I A T E S i 65 Pondf ield Road Bronxville , New York 10708 914.779.1007 Project Title' ANTHONY J. POSILLIPO COMMUNITY CENTER, GARIBALDI PLACE RYE BROOK, N.Y. Drawing Title INTERIOR" ELEVATIONS' These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted, Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. Scale I Im7 Project No.. -9038.1, Drawing No. Date -Aa�403 Drawing BN Checked By J i i , ----------------------- LEI 1,-- Lam.-, ,..,, a 1 11—i J it Li 1 P*06 j 11 W r. Tl ' 14000, TOS , 1- , I 414- LA I Jill i 1 A !' ti Norm .+' s A Vv6no* `am ! T4 W. (441;)4,` (7 - � VIP, e5e57 -, I-) W FA COMMUNITY CENTER, - 4 f t Drawing; Title: INTERIOR'- ELEVATIOS � These plans are an instrument of service and are the property of W -- • - A�lr TWWT 45 t +t FA 1 FA COMMUNITY CENTER, GARIBALDI ACE t Drawing; Title: INTERIOR'- ELEVATIOS � -- • - A�lr TWWT 45 t +t FA 1 FA COMMUNITY CENTER, GARIBALDI ACE RYE BROOK, N.Ye' Drawing; Title: INTERIOR'- ELEVATIOS � These plans are an instrument of service and are the property of ■ the architect. Infringements will be proset`U1Pd. k s jF771 - i be responsible for field fit and quantity of work. No allowances � shall be made in behalf of the contractor for any error or ne- -- • - A�lr TWWT 45 t +t FA 1 71 �f/U t NG► �' ---- A+V Ae, �tVt '00, R 61011N K- ,. ?WWW"FRON I 4 L4 65 Pondfield Road Bronxville , New York 10708 914.779.1007 M. Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER, GARIBALDI ACE RYE BROOK, N.Ye' Drawing; Title: INTERIOR'- ELEVATIOS � These plans are an instrument of service and are the property of the architect. Infringements will be proset`U1Pd. k s jF771 - i be responsible for field fit and quantity of work. No allowances � shall be made in behalf of the contractor for any error or ne- glect on his part. EIIIII Scale 1I4"sl'-0" Project No. 9038 Drawing No. Date A � 4 04 Drawing By / ��}- 71 �f/U t NG► �' ---- A+V Ae, �tVt '00, R 61011N K- ,. ?WWW"FRON I 4 L4 65 Pondfield Road Bronxville , New York 10708 914.779.1007 M. Project Title ANTHONY J. POSILLIPO COMMUNITY CENTER, GARIBALDI ACE RYE BROOK, N.Ye' Drawing; Title: INTERIOR'- ELEVATIOS � These plans are an instrument of service and are the property of the architect. Infringements will be proset`U1Pd. Contractor shall verify all field Conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his part. EIIIII Scale 1I4"sl'-0" Project No. 9038 Drawing No. Date A � 4 04 Drawing By Checked By FOUNDATION NOTES CONCRETE MASONRY UNITS (CMU) TO AN ALLOWABLE SOIL BEARING GARIBALDI PLACE H. REINFORCING STEEL ,SHALL BE PLACED TO PROVIDE THE FOLLOWING A. ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS OUNDATIONS KAVE BEEN DESIGNED VERIFIED BY A SOILS ENGINEERI f These plans are an instniment of MINIMUM CONCRETE.COVER: service and are the proper-tv of f CONFORMING TO ASTM C90-%TgITH MINIMUM COMPRESSIVE STRENGTH OF,.. RESSURE OF 3000 PSF', WHICH SHALL BE ARCHITECT SHALL, BE I SLAB ON GRADE UNITS -2500 PSI, WITH ASSUMED DESIGN COMPRESSIVE STRENGTH, HOULD COIND1TIONS VARY FROM THOSE ASSUMED, THE conditions and dimensions and and WALLS 2" be responsible for field fit and ' nd fm'=1&W PSI AND DENSITY OF 140 PSF. (CA49Q-A) OTIFIED BEFORE CONTINUATION OF WORK. LL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL. FOOTINGS 3" B_ ALL UNITS SHALL BE PLACED IN RUNNING BOND. glect on his part. I. BOND BEAMS SHALL BE FORMED ON SIDES. C. MORTAR SHALL BE TYPE M MIX 1 PART PORTLAND CEMENT, 1/4 ONCRETE FOR FOUNDATIONS -DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL B E AS FOLLOWS:"- Drawing; No. ALL FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS (MAXIMUM) TO 1/2 PART HYDRATED LIME, AND 2-1/4 TO 3 PARTS SAND, MIXED ON - -.+-I(o) tOOTINGS. 3000 PSI B\- COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED Checked By - SITE. OZS4�,ci psi I A STM SLAB ON GRADE- 3500 PSI NWAI; MODIFIED PROCTOR DENSITY METHOD (ASTM D1557-78) AND MUST .. BY I D. STORE ALL UNITS OFF GROUND TO PREVENT CONTAMINATION. COVER WALLS 3000 PSI - QUALIFY AS SELECT, WITH LESS THAN. 10% PASSING THROUGH THE NO. 200 ' MATERIALS TO PROTECT FROM THE ELEMENTS. - ELEVATED SLABS 3400 PSI 'I SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO E. NO AIR -,ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, SUCH AS MAXIMUM CONCRETE SLUMP SHALL BE 4" 1 PROVIDE 92% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. IN PLACE CALCIUM CHLORIDE SHALL BE ADDED TO MORTAR.' SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 X 6- W2. 9� X W2.9 DENSITY TESTS SHALL BE TAKEN FOR, EACH 10,000 S - f - IN EACH LIFT F. ALL WALLS OR PILASTERS SUPPORTING STEEL AT BEARING PLATES OVER 6" OF 3/4" GRAVEL. SLAB SHALL BE FINISHED IN ACCORDANCE FOR ACCEPTANCE. OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED T�E SHALL BE GROUTED SOLID FOR FOUR COURSES IA DEPTH FOR A WIDTH WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW OF 32,,. 1. ALL CONCRETE SHALL BE MIXED, TRANSPORTED, AND PLACED IN 88% COMPArMTnM G. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS ACCORDANCE WITH ACI STANDARDS 318, 3041 AND 301. ATTAINED MAXIMUM STRENGTH. WHERE BACKFILL IS PLACED AGAINST ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING. TO ASTM A615, GRADE 60. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. H. THE FIRST BLOCK COURSE ON FOOTING SHALL BE FILLED SOLID WITH ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS. CON RETE, UNLESS OTHERWISE NOTED ON DRAWINGS. I I 1 11 if- % —11 1 m m � �4!�; 1- 11 , 10 11 � . V 1. VERTICAL CONTROL JOINTS SHALL BE PLACED AT A MAXIMUM UibTAVUZ OF 50 FEET ON CENTER FOR STRAIGHT WALLS. CONTROL JOINTS SHALL ''BE CONSTRUCTED USING SASH BLOCKS AND DUR-O-WALL PREFORMED REGULAR RAPID CONTROL JOINT (QR EQUAL OF EXTRUDED RUBBER.) WALL REINFORCING SHALL BE DISCONTINUOUS AT JOINTS, VERTICAL JOINTS SHALL BE LOCATED AT CENTER LINE OR COLUMNS, UNLESS SPECIFIC LOCATIONS ARE INDICATED ON CONTRACT DRAWINGS. J. CMU WALLS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING OF 9 • GAGE ASTM A82 WIRE, GALVANIZED, AT 16" ON CE - NTER VERTICALLY). K. ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUC- TION TO RESIST'WIND LOADS OF 25 PSF NOTE THAT FLOOR AND ROOF DIAPHRAGMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS. UNTIL THESE ARE IN PLACE,. MASONRY WALLS SHALL NOT, BE BUILT HIGHER THAN 10 TIMES THEIR THICKNESS WITHOUT BRACING. CONCRETE FOR "STEEL -SUPPORTED -SLABS. - A. 28 -DAY COMPItESSIVE STRENGTH FOR FRAMED CONCRETE SLAB SHALL BE 3000 PSI. B. MAXIMUM CONCRETE SLUMP SHALL BE 4". ---------------- C. ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORD- ANCE WITH ACI STANDARDS 318 AND 304.C7o ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF HIGH STRENGTH 4;0�" fol U40 d W I 9&it4f. vagT, BILLET STEEL ASTM A61,5, GRADE 60 (60,000 PSI MIN Fy.) W ALAO--Wt*( 'E. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. ALL BARS MARKED CONT3NUOUS SHALL BE LAPPED AT LEAST 36 DIAMETERS AT SPLICES AND CORNERS, EXCEPT AS OTHERWISE SHOWN OR REQUIRED, OPENINGS NOT SHOWN, ON THE STRUCTURAL DRAWINGS SHALL BE SUB- MITTED TOArHESTRUCTURAL ENGINEER FOR APPROVAL. To k Lp H. NO CALCIUM CHLORIDE ADMIXTURES ARE PERMITTED. I. SLABS SHALL BE FINISHED BY WOOD TROWEL, FOLLOWED BY TWO STEEL so, TROWELING OPERATIONS, EXCEPT AS OTHERWISE SPECIFIED. ItA CONCRETE FOR REINFORCED CONCRETE STRUCTURES A. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF THE A.C.I. BUILDING CODE (318-83 ULTIMATE STRENGTH DESIGN). B. ALL EXPOSED CONCRETE SHALL BE FAIR ENTRAINED,5% To 7% BY VOLUMED. C. ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORD— ANCE WITH ACI STANDARDS 318 AND 304.- 4000 PSI AT D. ALL CONCRETE SHALL HAVE COMPRESSIVE STRENGTH' fc' 28 DAYS, UNLESS NOTED OTHERWISE ON SHEDULES OR NOTES. - E. MAXIMUM CONCRETE SLUMP SHALL BE 4". F. ALL REINFORCING -STEEL SHALL BE DEFORMED~OARSOF HIGH STRENGTH �����i����l lv' i `^i ����� _ YV�' `''' �«��.-"' �� 7��L �4ALK�� 01% GRADE 60-`1 60 00.0 PSI ,MIN Fy),. BILLET STEEL ASTM A4 T6 ASTM A185. & OKO ORSO G. ALL WELDED WIRE MESH SHALL.CONF;4 tAT eAe4+ c H. CONCRETE COVERING OF REINFORCING -STEEL SHALL CON TO THE 0� " %ili FOLLOWING MINIMUM REQUIREMENTS: 3/4" FOR SLABS WITH INTERIOR EXPOSURE. �i 1-1/2" FOR SLABS WITH EXTERIOR EXPOSURE. 7 1-1/2" FOR BEAMS AND COLUMNS WITH INTERIOR EXPOSURE 2" FOR BEAMS AND COLUMNS WITH EXTERIOR EXPOSURE. I. ALL BARS MARKED CONTINUOUS SHALL BE LAPPED AT SPLTq0",AM, CORNERS A MINIMUM OF 36 DIAMETERS OR IN ACCORDANCE'VItH THE AND REINFORCING OF CONCRETE INSERTS. SCHEDULE SHOWN ON THESE DRAWINGS, EXCEPT AS OTHERWISE SHOWN OR 1 M. ALL EMBEDDED STEEL SHALL BE ASTM. A36. ALUMINUM INSERTS. ARE, REQUIRED.'t NOT.PERMITTED. .J. WHEREVER POS§IBLE, SPLICES OF MILD STEEL SHALL BE MA6 4 A I N. TEST CYLINDERS SHALL BE TAKEN FROMMIXER IN ACCORDANCE COMPRESSION AREA. FOR MINIMUM SPLICE4LENGTH, SEE $CRV_,DV-4t M LE. ' 1 1 WITH ASTM C172 AND THE PROJECT SOECIFICATIONS. NO MORE THAN 50% OF BARS (ALTERNATED) SHALL BE SPLIC''. : IN A 0. VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE TENSION AREA. MADE. AT CENTER OF BEAM OR SLABS SPANS WHERE STOP IN,CONCRETE K. ALL BEAMS, SPANDRELS AND SLABS ARE -td BE PLACED ,MONQU"ICALLY ��" WORK IS NECESSARY. A PLAN SHOWING PROPOSED JOINTS; -SHALL BE UNLESS OTHERWISE SHOWN. SUBMITTED TO THE ARCHITECT FOR APPROVAL. HORIZONTAL L. REFER TO-MECHANICALDRAWINGSAND SPECIFICATIONS FOR LOCATIONS CONSTRUCTION JOINTS. ARE PERMITTED ONLY AS SHOWN ON DRAWINGS. CONSTRUCTION JOINTS SHALL CONFORM TO ACI 318-83p,SECTION 6.4. '111111 111111 f! A S S 0, C I A T F 65 Pondf ield Road Bronxville , New York 10708 914.779.1007 Project Title ANTHONY J.- POSILLIPO.,, IT` E` PZ GARIBALDI PLACE RYE BROOK, N.Y. DritWing Title FOUNDATION. PLAN f These plans are an instniment of service and are the proper-tv of f the archite(t. Infringements will I be prosecuted. field Contractor ,hall veriR all field conditions and dimensions and and be responsible for field fit and ' nd quantit-, of'work. No allowances %hall he made in behalf' of the contractor for anv error or ne- glect on his part. Scale 1J 'T reT�r4ner m ProJect No.: 9039 Drawing; No. Date Drawing S-101 B\- Checked By NWAI; 'STRUCTURAL STEEL A. STEEL CONSTRUCTION SHALL CONFORM TO AISC "MANUAL OF STEEL CON� STROCTION", EIGHTH EDITION, AND SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AS ADOPTED SEPTEMBER 1, 1986.': B. MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: BEAMS, GIRDERS, COLUMNS, MISC. STEEL, UNLESS NOTED OTHERWISE - A 36 PLATE - A 36 STRUCTURAL,TUBE - A 500, GRADE B STRUCTURAL PIPE - A 501 OR A531, TYPE E C. ALL BOLTED CONNECTIONS SHALL BE MADE USING A325 -F BOLTS, 3/4" DIAMETER INSTALLED IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" UNLESS OTHER- WISE DETAILED. D. ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. E. ALL STEEL SHALL BE SHOP PAINTED WITH GRAY ZINC CHROMATE PRIMER 2.0 MILS IN THICKNESS, EXCEPT WHERE FIELD WELDING OR FRICTION .,BOLTING IS TO BE DONE, AND EXCEPT WHERE STEEL IS TO RECEIVE SPRAY APPLIED FIREPROOFING. ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCHUP PAINT. F. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS OF THE AMERICAN WELDING SOCIETY. ELECTRODES MUST MEET ASTM A233 E70XX SERIES REQUIREMENTS. G. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUC- TURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. SHOP -DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INSTRU- MENTS TO -SEQUENCE HIS WORK AND TO FACILITATE FABRICATION AND ERECTION. REVIEW OF SHOP DRAWINGS SHALL BE FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSI- BILITY FOR DIMENSIONS, PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. THEIR APPROVAL BY THE STRUCTURAL ENGINEER IS NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT REQUIRE- ..;dENTS OR RESPONSIBILITIES, UNLESS THE CONTRACTOR HAS BEEN GRANTED A DEVIATION IN WRITING. H. CONNECTIONS SHALL BE DESIGNED FOR MAXIMUM CAPACITY OF THE MEMBER, OR FOR SHEARS SHOWN X. 1.25, UNLESS OTHERWISE DETAILED. 1'. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OR DAMAGE TO THE FRAMEWORK DUE TO ERECTION FORCES. 1. STEEL ERECTOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. K. STEEL SHOP DRAWINGS SHALL BE COORDINATED WITH STAIR DETAILS.. IF HANGER RODS ARE USED, PROVIDE STIFFENER PLATE 1/4" THICK'l j. MIN. ALONGSIDE HANGER LOCATION. 0 LINTELS A. STEEL LINTELS SHALL HAVE MINIMUM OF 5" BEARING. PRECAST LINTELS SHALL HAVE MINIMUM BEARING OF 8". BEARING POINTS SHALL HAVE GROUTED BLOCK FOR THREE COURSES BELOW LINTEL. B. FOR MASONRY OPENINGS 4'-0" OR LESS, USE (1) L 3-1/2" X 3-1/2" X 5/16" FOR EACH 4" OF WALL THICKNESS OR PRECAST LINTEL 8" DEEP WITH ONE #3 BAR TOP AND BOTTOM FOR EACH 4" OR 5-, Fm=2500 PSI. WHERE 10" BLOCK IS USED, USE L 4" X 4" X 5/16" FOR EACH 5" WALL. C. FOR MASONRY OPENINGS 4'-0" TO 6'-0" USE ( 1) L 5" X 3-1/2" X 5/16" FOR EACH 4" OF WALL THICKNESS, OR PRECAST LINTEL 8" DEEP WITH ONE #4 BAR TOP AND BOTTOM FOR EACH 4" OR 5", Fm=2500 PSI. WHERE 10" BLOCK IS USED, USE L 6" X 4" X 5/16" FOR EACH 5" OF WALL. LUMBER A. ALL NEW LUMBER SHALL BE DOUGLAS FIR, NO. 2 OR BETTER WITH MIN. Fb=1500 PSI AND E=1,(000,000 PSI. B. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING C. ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MIMIMUM BEARING LENGTH OF FOUR INCHES - D. JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS, AS FOLLOWS: i) A CONTINUOUS 2 X 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2" DIAM. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOISTS SHALL BE TOENAILED TO PLATE WITH 3-8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDE SHALL LAP AT LEAST SIX INCHES, BE SPIKED TOGETHER AND BLOCKED. Li) A CONTINUOUS 2 X 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. JOISTS SHALL BE TOENAILED TO PLATE WITH 3-8d NAILS. A 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN .QP,?Q,5..ITE JOISTS TO ONE ANOTHER .-I .4 .I . (..r( p# ji �' ; �! C J t"+`V r Vim✓t'"° t.✓. '�" # if ?' ),n ij 4-- 7� X .4 .I . (..r( p# ji �' ; �! C J t"+`V r Vim✓t'"° t.✓. '�" # if ?' ),n 4-- 45, V�, 14V 12, 00 > .1 IQA j (2) 112" DIA. STAINLESS STEEL OR GALVANIZED BOLTS ARCHITECT TO SELECT EACH END (TYPICAL) ve +++ 3 1/2" t 1/8" THICK GALV. STEEL PLATE - EACH `)'IDE WITH 6 - 10A NAILS EACH QlnF- MID r'I4r,,Qn(,, 3 - 10d NAILS EACH SIDE VERT. MEMBER ALL NAILS TO BE GALVANIZED FINISH BY ARCHITECT 4 X 4 CEDAR VERTICAL MEMBER 4 X 6 CEDAR TOP CHORD r— 4 X 6 CEDAR BOTTOM CHORD N/1 r2'"4 1 / 2" 5-71/2" 5-71/2" Z-41/2" 11'-3" TRUSS 49 B ATO " TO :SK]il 1/2" = T -T 1/8" THICK GALV. STEEL PLATE - EACH S WITH 6 - 10d NAILS EACH SIDE BOT. CHOF 3 - 10d NAILS EACH SIDE VERT. MEMBER ALL NAILS TO BE GALVANIZED FINISH BY ARCHITECT EjDnuini: 1 11,)" niA 1A1A1,'NF-Q ANIn NII IT NOTE: ALL ATTACHMENT OF WOOD FRAMING TRUSS YIBDI$ MEMBERS TO STEEL FRAMNG MEMBERS WOOD BLOCKING, PLATES, ETC. ARE TO BE 11' = T -o" ,COORDINATED WITH ARCHITECTS CONTRACT DOCUMENTS, DRAWINGS AND DETAILS CONNE TON DETAL 4 X 6 CEDAR TOP CHORD L 5" X 3 1/2" X 1/4" STEEL ANGLE WITH (4) 1/2" DIA. STAINLESS STEEL BOLTS. FINISH BY ARCHITECT 4 X 6 CEDAR BOTTOM CHORD 6 X 6 P.T. WOOD BEAM CONNECTION OF 6 X 6 WD, BEAM TO BRICK COLUMNS PER ARCHITECTS DETAIL - SHEET 5/A-203 BRICK COLUMNS BY ARCHITECT NOTE: ALL ATTACHMENT OF WOOD FRAMING MEMBERS TO STEEL FRAMING MEMBERS WOOD BLOCKING, PLATES, ETC. ARE TO BE COORDINATED WITH ARCHITECTS CONTRACT DOCUMENTS, DRAWINGS AND DETAILS TRUSS. "B" BOLING DETAL 311 T-011 W e -D .14 Rex TL- "-Te PROVIDE 1112" DIA.. WASHER AND NUT STAINLESS STEEL OR GALVANIZED ARCHITECT TO SELECT PROVIDE 1 X3/4" DIA COUNTERSUNK HOLE FOR BOLT END, NUT AND LOCK WASHER ON TOP CHORD (TYP) 2 - 1/21" DIA. BOLTS WITH 1112" DIA, WASHER STAINLESS STEEL OR GALVANIZED ARCHITECT TO SELECT 4 X 6 CEDAR BOTTOM CHORD NOTE: ALL ATTACHMENT OF WOOD FRAMING MEMBERS TO STEEL FRAMING MEMBERS WOOD BLOCKING, PLATES, ETC. ARE TO BE COO5DjNATED WITH ARCHITECTS CONTRACT DOCUMENTS, DRAWINGS AND DETAILS n -AN I ALBERT MOORE & A S S 0 wNrm M1 65 Pondf ield Road Bronxville , New York 10708 914.779.1007 I FProject Title ANTHONY J. IVOSILLIPO cC OM OMMUNITY CENTER GARIBALDI PLACE RYE BROOK, N.Y. Drawing Title FIRST FLOOR FRAMING PLAN These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted, Contractor %hall verif%, all field conditions and dimensions and he responsible for field fit and quantity of'work. No allowances shall be made in behalf of' the contractor for any error or ne- glect on his pari. I Project No. 9038 Drawing No. Date Drawing By I.S402 Checked By M4_ II r2 �, , ,X ,. -, 1*1 Iii �..�• .. ALBERT MOORE & it �I W _& *111P --____ ----- A S S O C I A T E s 65 Pondf field Road �2 A ' t ' y' CG�NTiNVa �u �. � 'XIdl,�V2 Bronxville New York 10708 914.779.10107 >f�D A7 ''INTIN 'TP F;aTy4 F -Il WeLt�> T T& y, All Ill IV ATL l�G•`�,,1=� I�TI`JLVLv2Tll II ii 40 It It - o'iA 1490'1110SII SII . _ [1 to { -x II I �I tz. rte ?Lo ` 5-� ,. 0'- 2I'AFF r I _ ----�--,.--AAAA.. r,�,.,._. � �—` �� �� to 0 i 1; t? ° 1 �'�`� � � II ��� �I irk � �.1�..b �'� 'AT e4 _Ile -*z �- X71 i� T - � i%k J'z. �'t-.- t.,l'i..- - I Gbh!!. � 1pxG► � � . '� x l . �• � P�.I'2 c�i � � \` �/� �' e` l %2 i yz I' � I �� � � � �--- �•� STV t-.. -�- -Q- _ _ _Y I v- X x X � -X--- -_ X X p e i�At i + CW m r� Z- I .- -' i,.-'' TGA i `= N -6 STI' 1 �t.'�,, I - �v �N "� f - �} ° -,� %�i aT-, F�_ 'LTi WSJ /41el `,�~+,�'i.--! W j�> �' � ��%l,-� 'tom �:e�"r`j'pM `� V�' �►T� �'.. i''"i"''t' f�""i I L� Tc; s I = ny 1 I � tt �2 11'2 - �L., r-, ,&i W77 1 it n (dl I 4 1 1/4" 6„ 1 1/4" 2 3/4" COLUMN BASE PLATE 1 1/2" 1/4" X 8 1/2a' X 3/4" THK STEEL PLATE WITH (4) 3/4" Dpi. A-325 BOLTS I I I WELD TO COLUMN WITH 1/4" FILLET WELD „ BEAM SK6 L 6" X 4 X 3/8 1 T- ROOF BY ARCHITECT STEEL ANGLE 192" X 3 192" X 5/16" A-42 % 31/2" X 3 1/2" X 5/16" A-42 / ?" 1 1 / 4" 6" 1 /4" STEEL COLUMN / STEEL COLUMN ' W10 X 26 STEEL BEAM '— r / 1 _ ( *- —1:/4" BUTT WELD- 1/4" BUTT WELD i�- or 6 LONG ( BOTH SIDES) / 6" LONG ( BOTH SIDES ) i r 1 'r— B8COLUMN BASE PLATE X 3/4" THK — 1/4" FILLET WELD / 1 1/2 1 1/9 1 OL. BASE PLATE PLAN �— 1/4" FILLET WELD _ STEEL PLATE WITH (4) 3/4" DiA. A-325 BOLTS = �' 3 1/2" LONG ) 3 1l2" LONG _ 2" = o „ , WELD TO COLUMN WiTH 1/4" FILLET WELD/� i 5 3/4 SK 3 1 1/� 1-0 _ _ - - BEAM co W8 X 18 STEEL BEAM Project Title f t e STEEL ANGLE 00 L 6" X 4" X 3/8" 1/4" FILLET WELD .. BASE PLATE 1 1/4 b 1 1/4 ,t 3 1/2" LONG b 112 a, ANTHONY J. POSIL,LIPO PLAN VE = .- L 6" X 4" X 3/8" -''�- STEEL ANGLE COMMUNITY'' CENTER COLUMN TOP PLATE r,-� 5 1/4' X 8 lit' X 3/4` TE-�C 1/2�� = 1'��' S 3l4" X 10" X 192" THK STEEL BEARING PLATE PLYWOOD SHEATHING WITH (4) 3/4" DIA. A-325 BOLTS _ WITH (4) 3t8" DIA. J -RODS 8" LONG - �- W8 X 18 STEEL BEAM 3 \ 1 114" BUTT WELD BY ARCHITECT WELD TO COLUMN WITH 1/4" FILLET WELD _� ter- � `\,__ REF. DETAILS 3/S 104 AND 4/S-104 BEAM f .`- 1I4" FILLET WELD 6" LONG ( BOTH SIDES i — 3 1/2" X 3 1/2" X 5/16" A-42 � STUCCO SID�dG- 3 1/2" LONG BY ARCHITECT STEEL COLUMN 1/---1/4" BUTT WELD c 6" LONG (BOTH SIDES ) NOTE: ALL ATTACHMENT OF WOOD FRAMING pp �cx :, o � NOTE: ( BEAM { (` ` ( i� I o t� NOTE: (�l > © c 1 OL�a U � P�G`�,�� —PLAN ALL ATTACHMENT OF 1NOOD FRAMING Lo ULA M C N� � 1�1 L �CC IO i ELEVAIO ARI .Z.DI PLACE 3 1 COL. TOP PLATE DETA�L ALL 'ATTACHMENT OF WOOD FRAMING �E�1�NG PLATE PL �" MEMBERS TO STEEL FRAMING MEMBERS WOOD BLOCKING, PLATES, ETC ARE TO BE MEMBERS TO STEEL FRAMING MEMBERS f „ _ _ �„ _ „ - ,- „ MEMBERS C STEEL FRAMING MEMBERS TO SK -3 1 112" = 1'-O}' COORDINATED WITH ARCHITECTS CONTRACT SK-� 1 1/2 - 1 O WOOD BLOCKING, PLATES, ETC ARE T� BE SK-6� 1 1/ 2 - 1-O ��K 6 1 1/L 1-0 RYE BROOK, N. Y. SK -1 1 1/2 - 1 O WOOD BLOCKING, PLATES, ETC ARE TO BE DOCUMENTS, DRAWINGS AND DETAILS COORDINATED WITH ARCHITECTS CONTRACT COORDINATED WITH ARCHITECTS CONTRACT NOTE: DOCUMENTS, DRAWINGS AND DETAILS DOCUMENTS, DRAWINGS AND DETRIL ALL ATTACHMENT OF V`400D FRAMING NOTE: Drawing Title ' MEMBER, TO S1 EEL FRAMING MEMBERS ALL WELDS ARE PER AWS CODE -- - STUD PARAPET WALL BY ARCHITECT WOOD BLOCKING, PLATES, ETC. ARE TO BE SPECIFICATIONS FOR 70 X -X ELECTRODE WELDS 3 1I{„ X 3 1/2" X 5/16" A-42 f STEEL COLUMN - LOCATED IN STUD WALL RLYWOOD SHEATHING BY ARCHITECT COORDINATED WITH ARCHITECTS CONTRACT STRUC T VR ;r�.L .DOCUMENTS, DRAWINGS AND DETAILS ` W 8 X 18 STEEL BEAM ROOFING BY ARCHITECT+ TAILS 2 3/4 �- FLOOR DECKING BY ARCHTECT `�" PLYWOOD SHEATHING BY ARCHITECT + 2 1/2" I 1112" 1 1/2 BLOCK SOLID ( TYPICAL) W 10 X 33 STEEL BEAM 2 - 1/2",DIA. A-325 BOLTS AT ''-0" O.C. service and area the roe of ' � These plans are an instrument of property �' I --- TECO OR SMPSON JOIST HANGER SEE NOTE BELOW the architect. Infringements will 3 1i8 ..� I I I i he prosecuted. 2 112"KII 2 7/8" COLUMN BASE PLATE ' S 1/4" X 8 1/2" X 3/4" THK STEEL PLATE 1 WOOD BLOCKING WITH {2) 1/2" DIA. ee�ntTa{tc,r shall verif�� all field i ` A-325 BOLTS AT 24" 0.0 responsiblehenfo'rr field fit and 4 WITH (4) 3/4" DIA. A-325 BOLTS SEE NOTE BELOW VELD TO COLUMN WITH 1/4" c � - quantity of work. No allowances FILLET WELD `SEE DETAIL 1/SK 03 mall ct made in behalf o£ the 1 1 J2" / 1 1/2" \ 2 X 10 JOISTS AT 16" O.C. contractor for any error or ne I( i f gleet on his pan. (2) 1/2" STEEL WEB STIFFENERS COLUMN TOP PLATE 4 WELD TO WEB WITH 1/4" FILLET WELD Y- „ ��,� $" X 8 1/2" X 3/4" THK STEEL PLATE Sra1t} 1 1112" BOTH SIDES 8 1 WITH (4) 3/4 DIA, A-325 BOLTS I ASI FLOOR JOISTS., REF. SHEET 5-102 WELD TO COLUMN WITH 1/4" FFOR SIZE AND SPACING. _- '�---� FILLET WELD -SEE DETAIL 1/SK-05 CONNECTION TO STEEL BEAM BY ARCIITECT 3 1/2" X 3 1/2" X 5/16"' A-42 8 1/2 1/4'� STEEL COLUMN 5 1/4" X 8 1/2" X 3/4" THK STEEL BEAR{NG PLATE Prc�jt�c-t No. 9438 Drawing No. 12" WITH (4) 3/8" DIA. J -RODS 8" LONG SEE DETAIL 2/:�-03 i Date 2.15 NOTE: Oda o P1ATETA�aL NOTE:'S-104 ALL ATTACHMENT OF WOOD FRAMING ALL ATTACHMENT OF WOOD FRAMING DETAIL EMBERS TO STEEL FRAMING MEMBERS 1 WEST WALLOF A`CTI �! F ES Am MEMBERS TO STEEL FRAMING MEMBERS Drawing Bp 1 BEAM POCKET l000 BLOCKING, PLATES, ETC ARE TO BE WOOD BLOCKING, PLATES, ETC. ARE TO BE SK -2 1112" 1'-0°' COORDINATED WITH ARCHITECTS CONTRACT SK -q 1112" = 1' Q" COORDINATED WiTH ARCHITECTS CONTRACT Checked B e' DOCUMENTS, DRAJMNGS AND DETAILS DOCUMENTS, DRAWINGS AND DETAILS • 56'41/2' 16'-5* 33-8 9'-6 112' 74 10 8`-0 112' 8'-0 112' 8'-0 112' 8A 112* 8'-0 112' 8'-1 112' 8'-5 112' 7'-11 112' 6-8 1/8* 10'-1 7/8`'-1 7/8' 6'-8 V8' 9-6 112' 8'-5 5/8' 9'-3 3/8' 2 1/4' 8 114' 5-117/8 ' 3' 5'-117/8' 8 1/4' 2 1/ 4' 8'-3 3/8* 8 --3/8 'T I A 4 5 c\j 11-d- 3-0- -0 4'-0 114' 4'-0 114' -0 1/4" -0 114' 4'-0 1/4' 4 -0 -0 t T-01 _0* 3' 6* T-0', 4'-0 1/4' 4' 4' t- 3' 0* T _30, A I-qlll - I - I - I -I- -I- - _ __ 3� T-0* S-0 114-1 S-0 1/4' 11-01 T_ 3'-0 1/4' 3-0 114'_ J-0- 3-0- 3'-0* T-0-� 3'-0 1/4' -0 T� �-oql. o'. 00 00 CD, F L cn - --------- .7 I r-- v co j- - ------ L 7- T" 7 T L -4— CD, T7 8- 8* FOUNDATION AND STRUCTURAL Z\j 'N THIS AREA DOES co L DESIGN co 00 3 3/4' 3'-4* 9 NOT CHANGE FROM THE BASE BID 3 3/4' 3/4' RO+ 2 4� 2 2 _T- 'Z-304/1\", �,,S-304) Al— + j - L L L 2'-6 x 2'-6" x T-0" 3000 PSI COW, FfG. 3000 PSI CONC FTG -3 3/8' T-11 1/4' 8' -117/8 V-1 7/8' 10'-1 7/8* 5' -ll 7/8* 10'-5* 8'-3 3/8' 8' L 8'-0 112' -7 3/4 8'-7 3/4' 5' TO *1 7'-0 112' 8'--G 1,12' 8,-o 112, 8'-0 112' F-0 112' 3000 PSI C; NC F FG, 3'-6" x S-6' x 1'7-0" Z-15" x 2'-16' x I' -C" 30 3000 PSI CONIC FTG_ 00 PSI CONC FTG T r -I I 4 L J- + -4 F�- J. L_ J L J �o L L — I _j L L T L 3 2 3 —3 S-304.,/ 304• CC 5 7/8* 4'-6 5/8* 4'-6 5/8' 5-7 114' 5-11 7/8* _j 9' -2 112* T -01T-0 2 2 S-304, qs o 4/�\,tt vv rte" -i 3000 PSI CONC FTIG + 00 PS! CNC FT- lQ] -6" 2'-6" T-0" -6" "'-6" T -o" 2' S 304P\ _aj + --4-j L A -j" 4 4 4 �'j C\l 1 1 1 _4" T -1 3 3/' 9 3/4* T�4- 9 3/4' 3 3/4' 8' 8* }„S 3 C 14'-11* I I W� I— CD A[ c:) 4'-7 1/4' 4'--( 1/4' 21 C7,> 10 1/4' 2 10 1/4* 7: L k i_4 T- 1-7 4- ------ LL r I bo C> c:) 'D 117 -4- 77 3-0 -0 114' T-0* T-01 3�-O 114-_l 3-0 1/4* 114' 3' 1 JA co cn 4'-0114° 4' 0 114' 4'-0 114- 4'-01/4” r- --I 4'- _0 3'-0" -0. -4 112' 0 0 3 T-O*� -Q� -0* -4 1121 1 T- -1 3'-0' 2' 5 10' 3-0' i,-oj 7' 3'-0' 3'-6 112' 3 —0, 3' 1' T A A A A a 4 1, �4 T 5 8 114' S -11 7/8* ll' --4 1/2* 9'-6 112' 74 ll' -4 112' 0 -A A 301 1/4" = T-0" No` BiRIE- VA'T "c" AFF- ABOVE FtIISH F!-C.',OR F! R FLOOR BM BENCHMARK FTG FCO? 1NG BMT BOTTOM O ON CENTER BSMT BASEMENT PL T Pli-ATE It- CEN TERILINE RENF I REINFORONG CI -G CELING REF REFERENCE COIL COLUMN S TL STEEL. r- az CONCRETE u r 1 L_ W1 WITH COPPER DIA DIAMETER DWGS DRAV0NGS EA EACH ELEV ELEVATION ENG ENGINEER I I 1, I: I lo I 1191,NNO 1111 courAm CHECK7D PROJECT NO. CAD RE.F N1 PROJECT TIRE DRAONG RILE I por '4 DJT 392n6B 30 iii IINTERNATCNAL J. Do A F, 'EMPF) CONTRACTOR SHALL VEERFY ALL ��ELr, C04)ITIONS AM) ARC INTERNATIONAL ASSOCIATES INC. Al'"THONY SILUPO FOUNDA �110N PLAN (BAS L_1,� DlMENS0NS AND BE RESPONSBLE FOR FIELD FIT AND A �l F,) ', N t is MAP. 93 QUANTf!_Y OF WORK NO ALLOWANCES SHALL BE z_LUL,)LJ,,,— 79 LAKESIDIE. DRIVE RU3EFIELD, CT W77 USA T VAl F JrISSUE C 0 M IMUNITY C[E-1�'FER ALT. RNA [E IN0. 1 AMM N AC TR E N ANT 'o ry AIDE N R 0 0 TOR R OR G! A '�'UE r7 TELEf:4+W- - 203-438-0269 FAGSME �03-438-7275 MADE ON BEHALF OF T�f CONTRACTOR FOR ANY I E A ERROR OR NEGLECT ON THE CONTRACTOR'S PART AR04TECTS ENGINEERS MASTER PLAN4ERS LE SQA DATE Of &ull ASSOCIATES GARIBALDI PLACE RYF BROOK, 'Y s a q, W) 0 ii V. �l DES S CR i P 1 COIN DATE 1/4'a T—O" 15 MAR 93 \ I 0-v 1/1-1 � 0-v Ile I 0-v 1// I Z5 _u I/ z d' -U 1/�' 1 6-0 112' 1 8'-1 112* I i i ___ — � � I � I I _ i __.J�._ -A �� -1 - ___ ��______ -I- ___.� �___ 8'-5 112' -_ � -- - 7'_11 V2* ; 6'-8 1/8* 101-1 7/8* 1 10'-1 7/8' 6'-8 1/8, ! Y-6 112* i 8'_5 —5/8' 1 9' 3 3/8' 1 1 1 ! ! -F - I - "I____ -I- --- W _- --- , __ I , ; : , I I � ; 1 ______"-4__ � I 1 4 1 1 1 j I f ; I I I ; ___�� ����� I I : z I I . I I ! I � i 1 2 114' 8 114' 5,-11 7/8* 10,_1 7/8, t I � I I I : . __ w, I - ____ I ___ 10'-1 718' 5-11 7/8' 8 114' 2 114* � 8'-3 3/8" . 8'-3 3/8' 1'-O* : � i z - — �__� — I � I ! 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I I I I I I , 11 I � � 11 i PROJECT 1411 DRAWNG TITLE ARCHiTECT-ENGiNEER : CHFCKED : PRUCT NO, 11 CAD RU Wl� � : I - -, ; . -_1---______ -1 -, I— 1. -..- �,-.�.---"-----,.-.-�----,-�-",�".-�,-.-�. ___ ---"-,— __ 1ANTERNATIONAL . DJT ,,, , - `i,-�,-\ ''I I I " , . I I 11 F_-�, , , c, , ,-, I � . � � , � I ( , 1,` '.) �,_j �/ I (ONTiRACTOL4 SHALL VERIFY ALL FELO CafIDMONS AND (_1` 11 I_ `,_/ - -j"-, l", - - , , I I,., r-IRST I I I t \ t � I 1' , FIT AND 1 "I � v . L I I L, 11 DIMENSION'_� AND BE RESPONSIBLE FOR FEt Z -"-'- ARC INTERNATIONAL ASSOCIATES INC, ANTHONY J. POSI' LIPO r [I OOR FRAMING PLAN AR , KOffi I I - DAT Of, ISSOL 'j MAR 93 � j '111f / DESIGNER I PASSED : -1__-____.- 1 lif-§�_'-,mI,;4v 1 U-1ANTITY OF WORK NO At OWANCES 0 LL BE LIL fP- " " 79 t-AKESIDE DRIVE - RiDGEFELD, CT 06877 - LISA 11 I I I I I 11 - - --' " "A - I � . I I � MADE ON BEHALF C LL SHA Ll - E�_ R -FERN//" -TE N 0. 1 � � I )F THE CONTRACTOR FOR ANY ,/71 I f ! 'i, ,,r, , _,i,- TELEPIi-IONE - 203-,438-0269 FACSWE - 203-438-7,275 COMMUNITY CE -NI AL PMM "'' � [ � w" WW �, ''I' � "! ERROR OR NE.CiLECT ON THE CONTRACTOR'S PART /--/ uu 1�.,�\--_-,-_.-"` ARICHTECTS ENGWERS MASTER PLANNERS h I __ PW , , , I � I I ) il I I _____ - � I � DISCRIPTItIN � ASSOCIATES U'ARIBALDI PLACE, Y — SCALE � DATE � IS%'[ � a . REV. - I OATE ' RYE BROOK, ii - � i I t � w � I s It ) () ,,,Qw � 4 1 1 ,, - . I—- . . 11 - � I 11 I 1- I 11.11, 11 � I I " 114" ;:: T-0" 15 MAR 93 ... � 0 1 1 � I � $0011000001040NOWN I I �, : � � � i I � � I I I , , I I . -1 -1-1- I _ .1- . � . _. -1 � I I .. 11 I I . - 11 - I 1-1 -1 1, 11-:1- .11 � I . 11 - � -1 1, I : . I 1. --.1 � - � � .1 I -.1 - 1-11-1- � 1 � I - I -1 � I - __ 11 �- I __ - 11 -1 I I I I - . 1-1 -1 11 � . _ - - - I I - - I- I � 11 .1 11 .- - I—— I I I 11 - -1 I I 11- I 11 - 1. .1 � . 1. - - -1 111- - . -1- -- I - .,-,.I I I -11-1- _11-1--1--l-I _11-1 1-1 - I , �, . 11 - - I, - - � 1, I ''I'll . 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I 11 ,�� 11 11 1 I I I I I I I � - I . I `1% v I f . I I I I 1���i , . � I I I I I I - I I 1. I I I � � I I I , I I I I I � I I I � I � I I 11 I I C 11 I . I I � , 00 PATY a DATE OF ISSUE alb�" REV, DESCRIPTION p A�- REV S' qlw) tow) PLA -ANI PROJECT TITLE DRAWING TITLE DJ NS AND �l CONTRACTOR afALL VERIFY ALL FIELD CONDITO INTERNATONAL IN -HONY J. POSILLIP0 ARC INTERNATIONAL ASSOCIATES INC. A"''I L N ROOF FRAMING Pl AN' PASSED DIMENSIONS AND BE RESPONSIBLE FOR FELD FIT ANID 15 MAR 97 QUANTITY OF WORK. NO ALLOWANCES SHALL BE 79 LAKESIDE DRIVE - RIDGEFIELD. CT W77 - LISA TER COMMUNITY CE --N 4 E5 B R rE V I T 10` 1" s MADE ON BEHALF OF THE CONTRACTOR FOR ANY Rr ERROR OR NEGLECT ON THE "GiNTRACTOR'S PART. LjLj \2`,` ASSOGIA-f �S TEL ERKM -- 203-438-0269 FACS - 203--438-7275 ARCHITECTS ENGINEERS MASTER PLANWRS R Y E- BROOK, N.Y. GARIBAI-DI'fl,L AGF AFF ABOVE FINISH FllOOR FLR FLOOR BM BENCHMARK FTG FOOTING BMT BOT 1 T 0 C, ON CENTER B9vlT BASEMENT PJ PLATE INE CENTERLINE i RENIF R'F.WORGING CLG CEILINGEF REFERENCE COL COLuk4N STL STEEL CONE CONCRETE vv/ WTH uu COPPER DIA DIAMETER DWGS DRAWINGS EA EACH ELEV ELEVATION ENG. ENGINEER p A�- REV S' qlw) tow) PROJECT TITLE DRAWING TITLE DJ NS AND �l CONTRACTOR afALL VERIFY ALL FIELD CONDITO INTERNATONAL IN -HONY J. POSILLIP0 ARC INTERNATIONAL ASSOCIATES INC. A"''I L N ROOF FRAMING Pl AN' PASSED DIMENSIONS AND BE RESPONSIBLE FOR FELD FIT ANID 15 MAR 97 QUANTITY OF WORK. NO ALLOWANCES SHALL BE 79 LAKESIDE DRIVE - RIDGEFIELD. CT W77 - LISA TER COMMUNITY CE --N A L 'T E R N A'T-['--_-_ 0 2 MADE ON BEHALF OF THE CONTRACTOR FOR ANY Rr ERROR OR NEGLECT ON THE "GiNTRACTOR'S PART. LjLj \2`,` ASSOGIA-f �S TEL ERKM -- 203-438-0269 FACS - 203--438-7275 ARCHITECTS ENGINEERS MASTER PLANWRS R Y E- BROOK, N.Y. GARIBAI-DI'fl,L AGF SCALE DA` OF ISSUE 1/4" =T -o„ 15 MAR 93 DATIE ji p A�- REV S' qlw) tow) 10 S- 00 S-3041" 12* W 10 x 22 STEEL BEAM, A-46 RECTANGILtAR STEEL TIDE 3' x 5" x 114- x 1221 LB/LF W 6 x 15 STEEL BEAM ALL STEEL A-36 3 t/2' DA x 91' LEF> ,F STL Ga L S -30A Z/ /4 REFFHENCE ARCH11FECI URAL DRAWNGIS N=CR ELEVATIONS AND rfIGKTS 31-23 BEAM W/ JOIST HANGAR .PINE MIERED PR(Xk)CTS 2' D(A A-307 ANCHOR J -BOLT 16 EM3EDtkNT 4" OC 2' DA A-307 ANCHOR J -BOLT 8' 114BEDNENT I" OC 4 ROD VERTICAL 12" OC D 4 ROD HOWONTAL IT OC INKN 18' LAP AT SPLICES R PSI COMMTE RETAINING WALt, 4ADE 60 REBAR (TYPtCAu CONC, SLAB W/ 6" x 6", *10 x ot WMA NO 4 ROD -] OC T-6" NO A PY)S CONTNX)LIS 4 ROD 12- O% I. ASI -23 BEAMW/JOIST HANGAR ALPINE ENGINERED PRODUCTS 8., 4- 4` COW SLAB W/ 6" 6". #10 x #10 WWJ 4 UZ* D(A A-307 ANCHOR J -BOLT 8" B�ffMNT 24- 10, WO 4 ROD VERTICAL 12" OC NO 4 ROD HORIZONTAL 10" OC WOM 18' LAP AT SPLICES 3000 PSI CONCRETE RETAINING WALL. GRADE 60 BAR (TYPICAL) 4" CONC SLAB W/ 6" x 6' #10 x #10 WM 12-6- X'I) NO 4 ROD 7 OC Z (5) NO 4 RODS CO N-0,JS NO 4 ROD V- OC T -0` 3-0" r F - 1Z 3000 PSI CONCRETE RETAfM WALL GRADE 60 REBAR (TYPICAL) 4' CONC SLAB W/ 6' x 6' , *10 x *10 WWM 4 CONTNJOUS SOLID BLOCIq% 2 - 1/2' DAA BOLTS 24" OC RECESSED W 8 x 18 STEEL BEAM CCNTNJm SOLID BLOCKING 2 - V2" DIA BOLTS 24*'OC 10' x 5 V4' x 3/4' CAP PLATE 4 - 3/4' DIA A-325 STL BOLTS ALL STEEL A-36 3 112' DIA x 911 LB\Lf STL Ca 4- 4'x4"A 5/16' STFFENERS 110' x 10" A 3/4" STL BASE PLATE 4 - 3/4' DIA x 8" LONG A-307 J BOLTS 8" EMBEMNT, WELD STL GOLLW TO PLATES 'NTH 3/8" FILET WELDS 4- .114" GRADE 60 ANCHOR J- BOLTS 4" CONC SLAB W/ 6' x 6" . #10 x *10 WMI 2* -6* x 2'-6" x t -O" W COW FTG WITH (4) W, 4 BARS EACH WAY ON UIAI) I MUM) WACTED EARTH 2 K)fvl Al�a x.....i"' NlFFELei C, S-304 1/2' l'-00" k-23 BEAM W/ MT HANGAR PINE ENGINERED PROOLICTS DIA A-307 4CT4-rq LBa16" EMBM%BIT I Dc I 4ICK SHELF 4 ROD VERTICAL 12' OC 4 ROOT H(WONT AL 10" 0 G N" 18' LAP AT SPLICES )00 PSI CONCRETE RETAINNG WALL ).ADE 60 REBAR (TYPICAL) CONC SLAB W/ 6" x 6", #10 x 00 WV*v( , I NO A RIS}j I OC T-6, 5) NO 4 RODS CONTNJOLJS 0 4 ROD 12" OC :i I 6 CONTNM SOLID BLOCKING 2 - V2' DIA BOLTS 24" CC RECESSED ASI -23 BEAM W1 JUST HAWINR ALPINE ENGiNERED PRODLICTS W 8 x 18 STEEL BEAM CONTNJM SOLD BLOC" 2 - 1/7' DIA Ba TS 21' CTC 10" x 5 114- x 3/4- CAP PLATE 4 - 3/4* DIA A-325 STL Ba Tyr A-46 TLMAR STEEL CCL 3 VZ' x 3 112" x 11/16- x 121") LB,,LF 4- 4"x4 -x 516' SNIFFENERS V x 10" x 3j4' STL BASE. PLATE 4 - 3/4" A-307 ANOt)R j-9XTS 8` LONG 8" ElvffDktNT, 'WELD STL CaLAAN TO BASE PLATE HATH CONTMM VAI" FILLET WRLD 4' COW SLAB W! 6" x 6- , #10 x *10 MW 3-6' x S-G'x T.O. W CONC FTC1 NTH (61 NO 4 BARS X-6" EACH WAY ON U�WTRL)BED COMPACTED EARTH --304,/ 1/2" = 1'-0" W 8 x 18 STL BEAM {8j 3/4" DIA A-325 STL BOLTS 5' x 5' x 5 1/21 x 1/4" T* STL AN31-E 4 REOLVEI) A#L 4NN 'n"'U, tX,-T \\S-304 V4" THICK STEEL PLATE BOTH SUES W 10 x 22 STEEL BEAM (12) 3/4* DIA A-325 STL BOLTS 8' x 8" x 5 3141 x 1/4' FABWATED STEEL ANGLE W/ V4-TH( CVSSET V4" CONTNJOUS FILLET WELD ALL CONTACT A-46 FIECTANGULAR STEEL. TtK 3' x 5" x 114' x I221 LB/LF (6) 3/4' DIA A-325 STL Ba i S 5' x 5" x 5 3/41 x 1/4"THK STL ANGLE 2 REQLKD W 6 x 15 STEEL BEAM !N 8 x 18 ST B�)V (6)3/4' DA A-325 ST?. BrA. TS 5" x 5" x 5 V21 x V'4- F+ STL AVIf 2 REG! PED T$1P r,,j E ' Y- 0 " ' I t IcAM 8 B A, 4. 4 ta C, i "A I AIL S-304 1 1112" ::1'-G` W 10 x 22 STEEL BEAM 2 V2x 2 V2' x V414( x 121 STI, ANGLE (6) 3/4`DIA A-325 STL SOL 'I'S W 6 x 15 STEEL BEAM 6" x 10" x 3/4" STL TOP PLATE 1/4' CWINLJOS FILET WELD COU MN TO CAP PLATE (4) 3/4' DIA A-325 STL EKITS 4-46 WDULM 31CM. VOL 3 V2' x 3 V2" x 5/16' x 1270 LB/LF 5'-T 5-0, 5-0,* l V. v $ k, t r. , I E) 11 y F-7 J L 4.1-1--.1-1- L t. M' D il 10 ASSI. TA 1)SSZ ASSENFIL''Y' 'Al TRU '�,S L iL -,..y •, W" V"M Al 1 APO' WALL y 'g 6 4 pi U'"HWIN LL R E—TAINIM W ALI -&L TR -.0 -304 112" 1'-0" S--304,/ 1112" =1--O" 5-304 1112" =1'-0" 2" 04 1/' - 4�-O" S-304,/ V A DI ATE OF ;Ssur, 03.15 93 R UV DiSCRIP F10IN DATE A i J1� j r ITERNA T-1ot\N1/`v'-, ARC INTERNATIONAL ASSOCIATES INC 79 L,1\V,-ESff DRNE - RUIFFLD, UO -1 06877 USA TELEP�NE - 203-438-0128,9 FACSi&E - 203-438-7275 ARCHTECTS ENGINEERS MASTER PLANNERS PROFESS OVAL SEAL ,R Stj,4Lj, VERf f At-!, C"DWITM AW )MISIONNS AND E3E' RESP0NISE! PO FELD Fr- AN EN 16, t- 1 0 QUAN-l"TY 0F *0qK N0 ALIL,OWANCES SHALL B�- M,A1--JE 0N BE.HALF �)�- i f CXJ�JRACJOH F0R AN� ERR"0R 0R N,'-CkEG!' 5N THE G0NTRAG-Fk4.-,,'S PART KFY FLAN P�ROJECT T11E AINTH N!y J, 01 \1 P 0 15' 11 L L I P 0 Co�IJITIVIIIJINIT ��L- L- C-)NRIBALD1 'Pil ACE DRAINING TITLE BUILD-)ING- CCFC TION T- STRUC-TURA DL i AILS TRUSS D F- --I'- AILS ARCHITECT-FNrjINEER CHECKED DJT DF'SiGNER SCALE - �)HC ASNOTED DISK NO {PATE ();' jf>'iq� 15 MAR 93 PROJECT NO CAD REF. NO : Q Cl (71 A R 3 L DRA"MNG NO, pu 0 All 11 SECONDARY ELECTRICAL SERVICE NOTES GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WIT74 & SHALL CONFORM 14. GUARANTEE. - ELEC. CONTRACTOR SHALL, GUARANTEE ALL EQUIPMENT & AIRING 1. THE COMPLETE INSTALLATION OF THE SECONDARY ELEC*ICAL IN ALL ASPECTS TO THE NATIONAL ELECTRICAL CODE (NEPA CODES & LOCAL BUILDING FREE FROM INHERENT MECHANICAL & ELECTRICAL DEFECTS FOR A PERIOD OF ONE SERVICE, UNDERGROUND, SHALL BE PROVIDED BY THE ELECTRICIAN CCDES). YEAR n?OM DATE OF SUBSTANTIAL - COMPLETION OF PROJECTALL DEFECTS SHALL AS NbTED BELOW. ELEC. SHALL ALSO PAY FOR ANY CON -ED CHARG BE RFPAIRED,DURING THIS PERIOD,AT NO CHARGE TO OWNER - MISUSE OR ABUSE WITH TH SERVICE WORK. 2. ALL PERMITS, LICENSES & CERTInCATES COVERING THE COMPLETE INSTALLATION OF THE CAUSED PROBLEMS EXCEPTED. ELECTRICAL WORK SHALL BE OBTAINED & PAID FOR BY THE ELECTRICAL CONTRACTOR 2. ELECTRICIAN SHALL CONSULT CON -ED TO ASCERPAN AMOUNT OF 3- ALL TRENCHiNG,13ACKFILLING & RESURFACING REQUIRED FOR THE ELECTRICAL WORK 15. SUBS77TUTIONS OF EQUIPMENT. SPECIFIED PRODUCTS SHALL BE USED AS THE BASIS OF BID AND SHALL BE PROVIDED WHERE 2 OR MORE MANUF. ARE LISTED,THE CHOICE IS AT CHARGES ASSOCIATED WITH THIS SERVICE & SHALL PAY ALL SHALL BE PROVIDED BY THE GENERAL CONTRACTOR (G.C.). THE CONTR. OPTIOMAN APPROVED EQUAL SHALL BE DETERMINED BY ENGINEER, SUCH CHARGES. DUPLEX RECEPT ON EMER. CIRCUIT — HUBBELL #5362RDB 4. ALL CUTT7NG PATCHING & REFINISHING OF WALLS,FLOORS & CEILINGS REQUIRED FOR 16. ALL RUNS GREATER THAN 100' SHALL BE #10 WIRE MINIMUM. 3. ALL TRENCHING & BACKFILLING FOR THE UNDERGROUND THE ELECTRICAL WORK SHALL BE PROVIDED FOR BY THE G.C. 'HOME SECONDARY SERVICE SHALL BE PROVIDED BY THE GENERAL 17. ELEC. CONTR. SHALL FIELD VERIFY NAMEPLATE LOADS OF ALL EQUIPMENT CONTRACTOR (G.C.) 5. THESE DRAMNGS ARE DIAGRAMA17C ONLYEXACT LOCATIONS OF ALL CONDUITETC. (MECH & OWNER SUPPLIED) TO INSURE PROPER WIRE SIZING & OVERCURRENT MUST BE FIELD DETERMINED AND RUN TO AVOID OBSTRUCTIONS & MECH. EQUIPMENT PROTECTION & SHALL NOTIFY ENGINEER OF DISCREPANCIES. 4. ANY TREE TRIMMING OR BLASTING WORK REQUIRED FOR U.G. SVC. 6. UNLESS OTHERWISE NOTED MINIMUM 'AIRE SIZE IS #12AWGTHW COPPER, & A41NIMUM 18, ELEC. CONTR. SHALL SEAL ALL ELEC. PENETRATIONS THRU. FIRE RATED SHALL BE PERFORMED BY G.C. CONDUIT SIZE IS 314-. PARTITIONS WITH FIRE RATED MATERIAL EQUAL TO DOW CORNING SILICONE 5. ELEC. SHALL PROVIDE CONDUITS & CABLING FROM RISER POLE 7. ALL 'AIRING SHALL BE CONCEALED & RUN IN 'WALLS OR ABOVE GEILJNGS EXCEPT IN THE RTV FOAM AS A MINIMUM. MATERIAL SELECTION SHALL BE BASED ON RATING (HGT. AS DETERMINED BY CON -ED) TO MAIN SWITCH. FOLLOWING AREAS *HERE EXPOSED WIRING IS PERMITTED. - BOILER RM., ELEC. RM. OF PARTITION PENETRATED. 19. ALL SUPPLEMENTARY STEEL REQUIRED FOR ELEC, WORK SHALL 13E PROVIDED 6. ALL GROUNDING BY ELEC. CONTR. S. WORK NOT INCLUDED IN CONTRACT - 'N,/.C. ANY AIRING OR EQUIPMENT NOT TO BE BY ELEC. CONTRACTOR. FURNISHED BY ELECTRICAL CONTRACTOR SHALL BE INDICATED ON PLANS AS N.I.C. 7. TRANSFORMERS SHALL BE PROVIDED BY CON -ED & CONNECTED TO 9. SITE VISITATION - PRIOR TO SUBMITTING A BID FOR HIS WORK.THE ELECTRICAL SECONDARY CONDUCTORS BY ELEC. CONTR. CONTRACTOR SHALL VISIT THE SITE TO INSPECT THE NATURE & EXTENT OF THE EXISTING CONDITIONS & EQUIPMENTAND DETERMINE HOW THEY WILL AFFECT THE ELEC. CONTR. SHALL FURNISH ALL TERMINATION ITEMS AS ROD. INSTALLA77ON OF ELECTRICAL WORK.NO ADD177ONAL PAYMENT IN EXCESS OF THE BY CON -ED -CONSULT CON -ED FOR ALL NECESSARY RQMTS. CONTRACT PRICE WILL BE AUTHORIZED FOR "EXTRA' WORK PERFORMED DUE TO EXISTING CONDITIONS WHICH ARE OBVIOUS UPON INSPECTION. 10. BX CABLE - ARMORED CABLE, BX CABLE IS - ACCEPTABLE ON THIS PROJECT & MAY BE USED AS APPROVED BY NEC. WHERE RUN CONCEALED IN WALLS ABOVE CEILINGS OR IN BASEMENTS. 11. ALUMINUM WIRING IS NOT ACCEPTABLE ON THIS PROJECT 12. ALL EQUIPMENT & DEVICES SHALL BE NEW & BEAR U.L. LABELALL DEVICES SHALL BE 'SPECIFICATION' GRADE. 13. WORKMANSHIP: - ONLY THE BEST IN WORKMANSHIP IN ACCORDANCE WITH PRESENT STANDARDS WILL BE ACCEPTABLEANY WORK INSTALLED & ADJUDGED BY THE ENGINEER TO BE BELOW STANDARDS SHALL BE TAKEN OUT AND REPLACED WITH PROPERLY DONE WORK AT CONTRACTORS EXPENSE. 11 t 11 #) ELECTRICAL SYMBCL. LINT SYMBOL DESCRIP77ON FLUORESCENT LIGHTING FIXTURE 0 CEILING MOUNTED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE ILLUMINATED EXIT SIGN S SINGLE POLE SWITCH 1201277V 481- AFF 1(--!E-- S3 THREE WAY SWITCH 1201277V 48"AFF S4 FOUR WAY SWITCH 1201277V 48 -AFF SP SPST SWITCH & PILOT LIGHT 48'AFF Stt SPST SW WZ THERMAL OVER LOAD PROTECTION DUPLEX CONVENIENCE RECEPTACLE 18" AFF — HUBBELL #53621 DUPLEX RECEPTACLE — MOUNTED ABOVE COUNTER SPECIAL OUTLET TO SUIT EQUIPMENT CLOCK OUTLET, 7'6"AFF — HUBBELL #5235 WALL TELEPHONE OUTLET 18'AFF W.P. WEATHER PROOF W. C. WATER COOLER 120V, 1SWITCHDISCONNECT SWITCH MAGNE77C MOTOR STARTER MOTOR T THERMOSTAT — 48"AFF (2) JUNCTION BOX — SIZE & TYPE AS REQUIRED v DUPLEX RECEPT. 48"AFF QF FIRE ALARM — MANUAL PULL STATION — 48"AFF FIRE ALARM — HORNILIGHT COMBINATION 7'6 -AFF FIRE ALARM — HEAT DETECTOR FIRE ALARM — AUTOMATIC SMOKE DETECTOR F.A.C.P. FIRE ALARM CONTROL PANEL FLUORESCENT FIXTURE WITH SEPERATELY SWITCHED BALLAST DUPLEX OUTLET MNTD. 48'm AFF Q W, WALL MOUNTED SMOKE DETECTOR 2 DOUBLE DUPLEX RECEPT. E 4 v 12-11 ,r4_m v ":if IP A J_ t7 4- 4* r F 0 65 Pondfield Road Bronxville , New York 10708 914°779.1007 ...... --- --- ELECTRICAL FIXTURE SCHEDULE -v GA PLACE RYE BROOK, NX4, T 4.0 (Y ^ B ASEME 'T -Fy- V* 4-4 �41(" 1 t--- ELEk`_1TR1"`AL PLAN", 1�t_ 2456 44, �llr the plopeTIN ��f - --------- — ------------- h"pf—c'wed # 7e l all fit-ld 1 1 c I i I I, .An hr Ir,pm I'lldc fm t "Ad ht and 'kall tw mmir if) 1-fl,11f of Ill,, (1111)t 111 TIC tm) mr. W_ ca sle 1/4"=F-0" A m m ---------- \v luA(�TON - 64��tel Ff N I,& tt LA C,4 Af42n4EID) '.tica. 9038 1) va \v i i i g N ge-, Af IPLET09 4tr 14 Q04c - lb L'A M t L -.l Ne=- Mot, T�_- Z;i Fu� ec, �-A m F�t, I CT-- L A W— Da t c 'TA4--L�T14�t-Ae�f -��MF fk)MP A\1 -401 I �T I lle (Z -A I r- Drawing BN T�Flr7 Chcckcd Bv ---- ---------- -- ------ 1 0 ow DUPLEX RECEPT ON EMER. CIRCUIT — HUBBELL #5362RDB #) ELECTRICAL SYMBCL. LINT SYMBOL DESCRIP77ON FLUORESCENT LIGHTING FIXTURE 0 CEILING MOUNTED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE ILLUMINATED EXIT SIGN S SINGLE POLE SWITCH 1201277V 481- AFF 1(--!E-- S3 THREE WAY SWITCH 1201277V 48"AFF S4 FOUR WAY SWITCH 1201277V 48 -AFF SP SPST SWITCH & PILOT LIGHT 48'AFF Stt SPST SW WZ THERMAL OVER LOAD PROTECTION DUPLEX CONVENIENCE RECEPTACLE 18" AFF — HUBBELL #53621 DUPLEX RECEPTACLE — MOUNTED ABOVE COUNTER SPECIAL OUTLET TO SUIT EQUIPMENT CLOCK OUTLET, 7'6"AFF — HUBBELL #5235 WALL TELEPHONE OUTLET 18'AFF W.P. WEATHER PROOF W. C. WATER COOLER 120V, 1SWITCHDISCONNECT SWITCH MAGNE77C MOTOR STARTER MOTOR T THERMOSTAT — 48"AFF (2) JUNCTION BOX — SIZE & TYPE AS REQUIRED v DUPLEX RECEPT. 48"AFF QF FIRE ALARM — MANUAL PULL STATION — 48"AFF FIRE ALARM — HORNILIGHT COMBINATION 7'6 -AFF FIRE ALARM — HEAT DETECTOR FIRE ALARM — AUTOMATIC SMOKE DETECTOR F.A.C.P. FIRE ALARM CONTROL PANEL FLUORESCENT FIXTURE WITH SEPERATELY SWITCHED BALLAST DUPLEX OUTLET MNTD. 48'm AFF Q W, WALL MOUNTED SMOKE DETECTOR 2 DOUBLE DUPLEX RECEPT. E 4 v 12-11 ,r4_m v ":if IP A J_ t7 4- 4* r F 0 65 Pondfield Road Bronxville , New York 10708 914°779.1007 ...... --- --- ELECTRICAL FIXTURE SCHEDULE -v GA PLACE RYE BROOK, NX4, T 4.0 (Y ^ B ASEME 'T -Fy- V* 4-4 �41(" 1 t--- ELEk`_1TR1"`AL PLAN", 1�t_ 2456 44, �llr the plopeTIN ��f - --------- — ------------- h"pf—c'wed # 7e l all fit-ld 1 1 c I i I I, .An hr Ir,pm I'lldc fm t "Ad ht and 'kall tw mmir if) 1-fl,11f of Ill,, (1111)t 111 TIC tm) mr. W_ ca sle 1/4"=F-0" A m m ---------- \v luA(�TON - 64��tel Ff N I,& tt LA C,4 Af42n4EID) '.tica. 9038 1) va \v i i i g N ge-, Af IPLET09 4tr 14 Q04c - lb L'A M t L -.l Ne=- Mot, T�_- Z;i Fu� ec, �-A m F�t, I CT-- L A W— Da t c 'TA4--L�T14�t-Ae�f -��MF fk)MP A\1 -401 I �T I lle (Z -A I r- Drawing BN T�Flr7 Chcckcd Bv ---- ---------- -- ------ 1 0 ow T- T ��Atl �l 414 + 0 ? IL TO 114 od m2wmvs� C4 L � Ltd I r��q_ -41 er C21 ,V - ne V)lzr::W� T6 6�r . ... ...... Al f 04, + J 7 - '5, Z - L 7 r(�oA Ale6� tTc-4t--T '11711"U:-, 7) G, 77 -,-AT, 6,c)T�, 0 I i1 od m2wmvs� C4 L � Ltd I r��q_ -41 er C21 ,V - ne V)lzr::W� T6 6�r . ... ...... Al f 04, + J 7 - '5, Z - L 7 r(�oA Ale6� tTc-4t--T '11711"U:-, 7) G, 77 -,-AT, 6,c)T�, u c s AN r ,. COMMUNTTY CFNTER GARIBALDI PLACE BROOK,RYE N.Y. ROOF' E. r I ✓ , y These pians art, an irtsit'urnent 0f servo e and ,are the pyopvrry of the of f low(t infringements Evill be pro5rc rated. Contrarun 'hail all fivId f orlditions anti d6flerision4 and be responsihlc £i>r field fit and cfuan6t4 of work No alfowan(es shall he rrtadt, in behalf ofdie comr-airor fol sftv -rr,f)r of ne- glect on his parl- Scale 114"=V-0", PtoJec"t No, 9038 Drawing NoI Data , Drawing Bt- E-103 Checked By h ==&won tm ft x 0 y lt5��lsm' I t VFA N �1WN,47G * P� T� p 14 0 fop 'kt A tw (WC O ki oplelcqw) I IvFtxl�4 411 f Vr'e-A(q m�'%me)LH w -pi N () f --r-V/-) ':�-) I ER JE,:NN & ADAMS INC, F.NGINEERS 400 Main StrE,A .$tamford, CT 06901 AW 79 LAK-,H"'-5rE',E DRiVE ,! C Ci - USA "' '-72-"� TFLEJ:l A 203-438-0,26c )vt` 4,-,,8f P'll "NER'S N4 '�SE PLANS ARE AN" NST74t,JAAJ 0� F*4017-"HTY OF mhl�a ti�A m�\�49�'F 'k�rf-NFO STERVU Al"D AR \NATS[Z �;,UFFI-Y CO, ARG-iTEIT If RMLNEN, j PROSE( CONTRACTOR SHALL VERT Y hl F COWITIONS A�JD WNSIOINS All) BE RESPM61-E FOP, FELD FIT k1fi QkJ M Y OF WORK NO ALLOWANUS '-OALL BF H I M ff� ALIF MADE t4 lOF THE C,941,11ACTOH, FOR M4v ERP'0P OR If aECT 94 HIS PARI; PROJECT TITLE ANTHOW J. POSIWPO 'COMMUNITY CENTER GARIBALDI PLACE RYE BROOK, N.Y. DRAWING TITLE N, ARCHITECT ENGIikER CHECKED DESIGNER SCALE DISK NO. DATE OF ISSUE PROJECT NO, CAD REF, NO. DRAWING NO, REV, I t _T' ICE; :P YEZ, � Z F, T <__ 1:1P T Fire Protection Svstem The Contractor shall install a complete sprinkler system from the connection of the water line at a point immediately inside the building. This shall incorporate a fire department pumping connection, piping, valves and specialties as indicated or required. Codes and Standards The installation shall comply with National Fire Protection Association - Publication 13 and all other applicable codes and ordinances. Shop Drawings Contractor shall make shop drawings indicating and incorporating any deviation from the plans and shall prepare hydraulic calculations based upon the proposed installation. This documentation shall be submitted in triplicate to the Architect who will return one copy (as approved) to the Contractor. This shall then be the basis for review and approval from the Fire Marshal. Upon this approval the required construction permits shall be obtained from all authorities having jurisdiction. Specialties: Backflow Preventer: Shall be AMES (or approved equal) Model 3000 DCDA - Double Check Detector Assembly with by-pass consisting of A meter registering flow in cubic feet. Water Flow Alarm shall be Viking Model G-1 - Water Motor Alarm. Sprinklers shall be as follows: Pendent Concealed Viking Model A. Sidewall FR.l (Cla r-.0,JPJ_) 60VpFA&p +jt) 15A Pendent Exposed Viking Model M. Indicating and Alarm System: This consists of flow switches and tamper indicating switches which are to be annunciated in a remote panel near the main entrance in a location directed by the Architect. Tamper switches shall be Milwaukee Valve Co. - BB -SC. Flow switches shall be Potter Model VSR-D or VSR-S according to pipe size. Furnish connection point for the alarm to be transmitted to the fire department and a security organization as applicable. Include in the bid three (3) fire alarm pull stations with horrr and strobe light; mount these as directed and incorporate into annunciator panel. Guarantee and Test: Include the necessary inspections and tests for one year after the building is accepted for the use and benefit of the owner. i.-- 114' = T-0` r�u� rc,�, ivN r��v ti THESE PLA)4S ARE M NSTRUdENT OF - W ASE VICE AND ARE THE PROPERTY OF THE TECT ffRNG&EWS IhIL BE P 'U ROSECUTED GARIBALDI PLACE RYEBROOK -N.Y. ARCHITECT -,E CHECKED - - ---- --------------- - --------- -P y -I,- Irl -rkl m N eA NN 0 <10 lk �A r� t"Al A' - ------------ I -------------- �! 4 fF- ------- it H ... . ...... .... T tit 4!tt it iiiFF _J5 if -- — -------- fT 1 2� 1 i �-4 , it T z'r T O:zii 3 m it YI Ci�A T It L) I(, i: 1. 4 �_i i ---------- 77 if If It kit if 2- 7N� ff 2tl tf /4 L Is 4 T; . r7 0 Fire Protection Svstem The Contractor shall install a complete sprinkler system from the connection of the water line at a point immediately inside the building. This shall incorporate a fire department pumping connection, piping, valves and specialties as indicated or required. Codes and Standards The installation shall comply with National Fire Protection Association - Publication 13 and all other applicable codes and ordinances. Shop Drawings Contractor shall make shop drawings indicating and incorporating any deviation from the plans and shall prepare hydraulic calculations based upon the proposed installation. This documentation shall be submitted in triplicate to the Architect who will return one copy (as approved) to the Contractor. This shall then be the basis for review and approval from the Fire Marshal. Upon this approval the required construction permits shall be obtained from all authorities having jurisdiction. S ecialties: Backflow Preventer: Shall be AMES (or approved equal) Model 3000 D -DA - Double Check Detector Assembly with by-pass consisting of A meter registering flow in cubic feet. Water Flow Alarm shall be Viking Model G-1 - Water Motor Alarm. Sprinklers shall be as follows: Pendent Concealed Viking Model A. Sidewall 50 Pendent Exposed Viking Model M. Indicating and Alarm System: This consists of flow switches and tamper indicating switches which are to be annunciated in a remote panel near the main entrance in a location directed by the Architect. Tamper switches shall be Milwaukee Valve -Co. - BB -SC. Flow switches shall be Potter Model VSR-D or VSR-S according to pipe size. Furnish connection point for the alarm to be transmitted to the fire department and a security organization as applicable. Include in the bid three (3) fire alarm pull stations with horrr and strobe light; mount these as directed and incorporate into annunciator panel. Guarantee and Test: Include the necessary inspections and tests for one year after the building is accepted for the use and benefit of the owner. M OA 71 IS I ER JENSEN & ADAMS INC. ENGINEERS 400 'Main Street 'Starnfad, CT 06901 vjllxr 7275 tH T �'_K, AJN �,NSTRAENff A4 I'll PRORLPF, i (Y T�f N3u rNTS VY11- BE V HFY ALL PULL BE. a 'Ki I Att) X Nf() ALALOIONCi7S aW,,U BE Y;ALF �EH N ALF OF P_)�, CEPYROP OH 1*11E,17 (A mli�my a POSJUJPO COMMUNITY CENTER "AR1r___'ALD1 P1 ACE YBROOKI E- OY, DPAVONG 7LE 7 A�LIJT �ECTE..! GtNHR, DE'W',WR !11SK V) -J, ?9t*,,'JF CT NO. REF ,xv F P -t �.Ui iB1N3 GENE ?L &OTES �•:ru:\ a ' •r tr %�► � ��;►aa:► a • r •;�:\•1 tIIR "i�'►�r \!:;� // � :.T' �6 :r i •;l r :�� :.\• :� � �� to XTEM-11-WINY-10 M;. :,;• f 7f: i :r• R: �:•/��� ala ; /j+ •; u•; a:\ : l ;�'i :.• 1.7• to R + •� ,R: .w tf •i•r 11 : �•!• + \ •\ : r AND IVV hill lzrjVr +iIFOJI2 + /: t :\ lir \ - . �► it IR ♦ •\Jr� • �i: �'• .� ,/ !. • :: r : � it \ : r • • Isr �', ar • ► 1►; GAS SER Vl CE N O TES II Ic :'•: =::: �': :\� �l' :+L +.la: : `. • : •�,.► •: !R r :.l+r ■+� t. ; I+t I 911 'iw + +• !R lt• ♦ •.r tl: �-MI' J/ ti r : l+r. � • !a r \ : t•r is `+. :\+ � R: r �• : R+Elr :r• ; � � I t „ +• +♦ !R +r a+ •♦ ,; • j• k+1 + : : # X11 +Jr:; �* r�► :r+ .: 1 : u: 4 t+ !a ugh► s: ':+I+a1 Is ALL RXTURO SHALJ, BE NEW AND OF FIRST QUALJM ERa OF MA= &LWSBES • • + !r • 80l E ! • r E ` • i 4 SCHEDULE \ J ' WATER SERVICE NOTES AU CHA&QM a . al MUM : * = ME NEW RQQffUZ WAIER COMPAN Q;. THE .► : : 1 +N OF t1 SHAU ":. • UY to P-LUMMG CONTRACT -Q& 2. ALL •7a : : !•r & BACKELL • MA t O• •/• tR INSTALLAMM OF !R is TER SERWCE SHALLDONE By 11F 3. WAIM PIPING SHALL BE ALL MNG AND •!r♦ / •r. SHALL B ♦ : ED ♦ ACCORDANCE II tR ALL LOCALNA77QNAL PLUMBING•• IHE NEW ;+ EER MAIMI. ME NEW KCHELLE WATER COMPANY AND INCLUDE ANY REQUIRED CHARGO IN HIS BID PRICL m m m & RELIEF VALVE (MODEL FN)CITY WATER MAKEUP EXP TANK-( PRESSURE CHEC RELIEF VPILVE'�71 FILLFLOW CONTROL VALVE 1/2* -SCREWED GATE VkVEi [-- -� IESSURE GAGE THERMOMETER | | | 3/4' > |SEPARATOR | 1112' SUPPLY G IMOMETE THE HOT WATER 3 -WAY VALVE RETURN RELIEF PIPE- 4' CONIC HOUSEKEEPING PAD TERMINATE 6 6*GREATER THAN THE BOILER ON ALL FOUR SUES 2' ABOVE FLOOR STARTS PLIMP AT 60 DEGS F. (ADJUSTABLE) OUTDOOR THERMOSTAT RESCHEDULES AQUASTAT ACCORDING TO OUTDOOR TEMPERATURE AQUASTAT MODULATES THREE-WAY VALVEIN ORDER TO wAv/rwv /ovrEnA`m`E SETTING HIGH LIMIT � 'AQUASTAT OR LOW WATER CUT-OFF CAUSES BOILER TOSHUT DOWN IF ACTIVATED N07LER DIAGR AM � 1/D" � T-0' REDUCING xv / vw``�vv�f����(�r���nLLnm ABB RE _lb_[`. BUILT -N THERMOSTATS EF -1 =LOCATICk ROOF A FF FROM CIRCULATING PUMP(S) u-«�v�^-FINISH FLOOR INISHF\O[R AAS FIRED� 450,000 BTU/HR NET CAPACITY, SERVES TOILET ROOMS.BMT, BOTTOM A.G.A. INPUT 600 MBH, OUTPUT 450 MBH 600 CFM, DA nA°UnC/mEn H R SMITH 3/8" S -p, 1/6 AP. 1 rv�v� 230 V. � ^ ~ � DVVGS L1/�~ A-�l0 � �VV�A un^v,p^zu � - MODEL.�~ ~. ��� �v.�v ���,��` ~,...,,sv' ��FLUORESCENT pA���R� �A qk�TA �-�78D k�)F�| 18 �4-1 A� ^ � / �_r_� 1 ..�.,.,_ wv`,.'"^� w'�.", ~ ~`^'''~~`~~ '~~~^° ~''' ' -F] "~=0uou�"»u �4N^T «�/u^ '/�A_�� .~.^ FURNISH �.TAA7V...�� .-� _. ��-9 LOCATION: A'~� A-\� '�r'p� VENTILATING AND �� ""�"^~-°^ COMBINATION CIRCULAR A�.�y� TgU� `»-n«ES '»`c»E» K�T]� �0kTAD| �0A 0J�T�� A�4Tk�� -DAK/�FU���-���� �DA��k� '`^-~' »mcun«/nuAL ~~''`'~` FOR uuw��/»u '~`'^~' HEATING DIRECT -DRIVE _ .~~-� ... ..'. � |��-��`AP'-?�V1 REF n-um u CE L --------- w WATTS]-- � �����A7O� *~- - - SWAR _ iA| H� -f�AT�G CO- AFA- Y/ WITH AQUAS | + -~` UH UNIT ~'' /EA/ER i 'BELL & GOSSET*-SIZE ?A-1PHASE EF -3 =LOCATION AS 60 HZ 2' SUCTION & DISCHARGE, DIRECT -DRIVE *HID -N -ARE* WALL MOUNTED 'YNI , ------------- ---------------7--------- 45 GPM 35 FT, HEAD.MANUFACTURER SWmR|WOU| PROJECT TITLE2' kAI)npl � + "� ' " Q CIFICULATING PUMP X bUntvY[u [»A/t vmvt ANTHONY J. POSILLIP0 1. Xu 2 -WAY CONTROL VALVE THERMOSTAIII " SFAN METER I' 3 -WAY CONTROL VALVE COMMUINFY CENTER FOR EACH AS CONDITIONING SYSTEM FURNISH PRESSURE GAGE (2) OUTSIDE THERMOSTAT PROGRAMMABLE THERMOSTAT, MOUNT AS UH -1 LOCATOR LOBBY ENTRANCE PRESSURE RELIEF VALVE AQUA -STAT GARIB A L_ LJ I FlL_ ACE L--- INDOOR THERMOSTAT" ""^~v""0~»CE^` LOCATED .DESIGNATED INDICATED UNP^�N0A�~^-~^^~ ft HEA*G COL TYPE 'AO',UVER/LL /nrvm/�v FLEXIBLE�^DUCT RYE BROOK, N.Y. +O°_ AS °",.,Pk4N"^ (TYPICAL) /�` �n�//," �u""u�/�` /`wm' ,'�`�' /L ~��M -� k� UL��. /xnvOS,n/ THERMOSTAT (IN CABINET) WHICH START & STOPS ' FAN AT SETTING MANUFACTURER TAANE uwv' '="" ~" SMOKE DETECTOR � HEAT DETECTOR DRAWNG TITLE� ~"'=E^ .^ "°E _. x�� DU~. .-.` D_.'.. 6 . . � � �---� FLOW ARROW SUPPLY �R DFUSJ S & D' A. �E��<L�� N42 LOCATOR STAIRWAYS �urr�/ uo/uucn< HVAC BASEMENT PLAN y[VlCFM WALL MTD.,VULLME CUN)MVLU8»APL2 / S.\FLOOR 0FF=12'X6^/IRF[[W AS INDI=CAT=FD HVHEATING-COI~ TYPE �] u�-~- RETURN A~� AA8L� y� UU PLAN, 0TAOPPOSED BLADE L8KENbKJN� r �/� uv''/"OL uv^ � VENT DAMPER 114 VOLUME CONTROL,' vm/n[UVL/-IN /FEnMwS|A/ G~ X 12r SUPPLY NOTE . MINIMUM SIZE OFMANUFACTURER TAANE 6- DIA FLEX DUCT TURNING VALVE FRONT REAR CHIMNEY 12' X 12' SERIES. TA MODEL H -SIZE 02 FLEX DUCT ARCHITECT- [.NGtNEE_R 16' DIA S. A. CEILING DIFF 12* x 12', LOUVER FACE- ADJUSTABLE 'CALL PATTERN, AIR FLOW �� INDICATED TURNING VANE DESIGNER S DRAFTHOOD IN PLAN FURNISHED WITH VOLUNE & SPUTTER DAMPER FPK 1/ 4' T-04 BOILER CONTROLS. MANUF-_ BARBER�COLMAN A SERIES- SF DISK NO, WE OF iSSLIE BURNER ARC094 /21- R. '` REGISTERS .,'LU"EL°^ ~..D OF "°"_ SHOWN ov PLAN. xmAvUr STYLE TO ~,`.".. THE S. .`^=, ARC -9206 POS101 � DRAWNG NO B 0 L E R D I'M" E N S I u"I'I w, � *� ! i -__-----'----------'------------------------�------'-�-------'-'--------------- -----'— -----'------------- ----------------------------------'-----�---�--r--------�------------'--------'--�----�--'�------------------^-----------'------------�----------------------------------------------�--'-----------�~'----'------------------��� -- '----------------------- m m m & RELIEF VALVE (MODEL FN)CITY WATER MAKEUP EXP TANK-( PRESSURE CHEC RELIEF VPILVE'�71 FILLFLOW CONTROL VALVE 1/2* -SCREWED GATE VkVEi [-- -� IESSURE GAGE THERMOMETER | | | 3/4' > |SEPARATOR | 1112' SUPPLY G IMOMETE THE HOT WATER 3 -WAY VALVE RETURN RELIEF PIPE- 4' CONIC HOUSEKEEPING PAD TERMINATE 6 6*GREATER THAN THE BOILER ON ALL FOUR SUES 2' ABOVE FLOOR STARTS PLIMP AT 60 DEGS F. (ADJUSTABLE) OUTDOOR THERMOSTAT RESCHEDULES AQUASTAT ACCORDING TO OUTDOOR TEMPERATURE AQUASTAT MODULATES THREE-WAY VALVEIN ORDER TO wAv/rwv /ovrEnA`m`E SETTING HIGH LIMIT � 'AQUASTAT OR LOW WATER CUT-OFF CAUSES BOILER TOSHUT DOWN IF ACTIVATED N07LER DIAGR AM � 1/D" � T-0' REDUCING xv / vw``�vv�f����(�r���nLLnm ABB RE _lb_[`. BUILT -N THERMOSTATS EF -1 =LOCATICk ROOF A FF FROM CIRCULATING PUMP(S) u-«�v�^-FINISH FLOOR INISHF\O[R AAS FIRED� 450,000 BTU/HR NET CAPACITY, SERVES TOILET ROOMS.BMT, BOTTOM A.G.A. INPUT 600 MBH, OUTPUT 450 MBH 600 CFM, DA nA°UnC/mEn H R SMITH 3/8" S -p, 1/6 AP. 1 rv�v� 230 V. � ^ ~ � DVVGS L1/�~ A-�l0 � �VV�A un^v,p^zu � - MODEL.�~ ~. ��� �v.�v ���,��` ~,...,,sv' ��FLUORESCENT pA���R� �A qk�TA �-�78D k�)F�| 18 �4-1 A� ^ � / �_r_� 1 ..�.,.,_ wv`,.'"^� w'�.", ~ ~`^'''~~`~~ '~~~^° ~''' ' -F] "~=0uou�"»u �4N^T «�/u^ '/�A_�� .~.^ FURNISH �.TAA7V...�� .-� _. ��-9 LOCATION: A'~� A-\� '�r'p� VENTILATING AND �� ""�"^~-°^ COMBINATION CIRCULAR A�.�y� TgU� `»-n«ES '»`c»E» K�T]� �0kTAD| �0A 0J�T�� A�4Tk�� -DAK/�FU���-���� �DA��k� '`^-~' »mcun«/nuAL ~~''`'~` FOR uuw��/»u '~`'^~' HEATING DIRECT -DRIVE _ .~~-� ... ..'. � |��-��`AP'-?�V1 REF n-um u CE L --------- w WATTS]-- � �����A7O� *~- - - SWAR _ iA| H� -f�AT�G CO- AFA- Y/ WITH AQUAS | + -~` UH UNIT ~'' /EA/ER i 'BELL & GOSSET*-SIZE ?A-1PHASE EF -3 =LOCATION AS 60 HZ 2' SUCTION & DISCHARGE, DIRECT -DRIVE *HID -N -ARE* WALL MOUNTED 'YNI , ------------- ---------------7--------- 45 GPM 35 FT, HEAD.MANUFACTURER SWmR|WOU| PROJECT TITLE2' kAI)npl � + "� ' " Q CIFICULATING PUMP X bUntvY[u [»A/t vmvt ANTHONY J. POSILLIP0 1. Xu 2 -WAY CONTROL VALVE THERMOSTAIII " SFAN METER I' 3 -WAY CONTROL VALVE COMMUINFY CENTER FOR EACH AS CONDITIONING SYSTEM FURNISH PRESSURE GAGE (2) OUTSIDE THERMOSTAT PROGRAMMABLE THERMOSTAT, MOUNT AS UH -1 LOCATOR LOBBY ENTRANCE PRESSURE RELIEF VALVE AQUA -STAT GARIB A L_ LJ I FlL_ ACE L--- INDOOR THERMOSTAT" ""^~v""0~»CE^` LOCATED .DESIGNATED INDICATED UNP^�N0A�~^-~^^~ ft HEA*G COL TYPE 'AO',UVER/LL /nrvm/�v FLEXIBLE�^DUCT RYE BROOK, N.Y. +O°_ AS °",.,Pk4N"^ (TYPICAL) /�` �n�//," �u""u�/�` /`wm' ,'�`�' /L ~��M -� k� UL��. /xnvOS,n/ THERMOSTAT (IN CABINET) WHICH START & STOPS ' FAN AT SETTING MANUFACTURER TAANE uwv' '="" ~" SMOKE DETECTOR � HEAT DETECTOR DRAWNG TITLE� ~"'=E^ .^ "°E _. x�� DU~. .-.` D_.'.. 6 . . � � �---� FLOW ARROW SUPPLY �R DFUSJ S & D' A. �E��<L�� N42 LOCATOR STAIRWAYS �urr�/ uo/uucn< HVAC BASEMENT PLAN y[VlCFM WALL MTD.,VULLME CUN)MVLU8»APL2 / S.\FLOOR 0FF=12'X6^/IRF[[W AS INDI=CAT=FD HVHEATING-COI~ TYPE �] u�-~- RETURN A~� AA8L� y� UU PLAN, 0TAOPPOSED BLADE L8KENbKJN� r �/� uv''/"OL uv^ � VENT DAMPER 114 VOLUME CONTROL,' vm/n[UVL/-IN /FEnMwS|A/ G~ X 12r SUPPLY NOTE . MINIMUM SIZE OFMANUFACTURER TAANE 6- DIA FLEX DUCT TURNING VALVE FRONT REAR CHIMNEY 12' X 12' SERIES. TA MODEL H -SIZE 02 FLEX DUCT ARCHITECT- [.NGtNEE_R 16' DIA S. A. CEILING DIFF 12* x 12', LOUVER FACE- ADJUSTABLE 'CALL PATTERN, AIR FLOW �� INDICATED TURNING VANE DESIGNER S DRAFTHOOD IN PLAN FURNISHED WITH VOLUNE & SPUTTER DAMPER FPK 1/ 4' T-04 BOILER CONTROLS. MANUF-_ BARBER�COLMAN A SERIES- SF DISK NO, WE OF iSSLIE BURNER ARC094 /21- R. '` REGISTERS .,'LU"EL°^ ~..D OF "°"_ SHOWN ov PLAN. xmAvUr STYLE TO ~,`.".. THE S. .`^=, ARC -9206 POS101 � DRAWNG NO B 0 L E R D I'M" E N S I u"I'I w, � *� ! i ...+ ! j,,�, (•�,/� fit, � � � � �` J � � _ _ —. ... .—. ,..... ..,__..—,_.._ _ _ _ 'Z _. _ — _ _—�"—,._'�.".��— ^— 1�%F k i , RA PLENUM CONT'D F22 TO R A DUCT BELOW (4) 24' x 6' SIDEWALL S.A DIFF. p 300 CFM EACH18' x 28" RA ,y �,�. �'r� 1()'LOW SDEWALL R A M H t HREG - 28" x 62" -_ �: 14" x 10' R.A. 22" x 14"R _ -� UH -2 WALL MTD. ; 4650 CFM Tm REG. 320 CFM S.A PLENUM I �� 22" x 8' R.A DUCT, DN TO BST f : (HIGH) CONN'D TO S A - __- I 18' x 20" RA PLENUM 8" " R.A. REG. SIDEWALL 8" x 54 DUCT IN BSMT I _ . --- ; CONN' IN O R.A< 35 CFM - I (6) 6" x 12' S A DIFF -FLR MTD. 1-200 CFM EA ' (2} 6` x 12 S A DIFF -FLOOR MTD. -600 CFM 130 GFPv1 � � � I FLUE FOR BOILER ", _ 500 CFM E REF DWG M-1 I �, 12' x 12' EXHAUST EF -3 (SEE ROOF PLAN),.. : SA REG1-71 ' I 2 SQ FT LOUVER' I I TROL-A-TEMP } I 100 CFM} I IN DOOR 7 j ZONE DAMPER 2D-3 I I 1 � 4 GRILLE - 6' x 12' 10'x10° ;r I{ 8" x 6" 12 12 "x 6 10* 10X8" } 12' x 12' S A. x R.A. REG (14) 6" x 12" S A. DIFF. - FLOOR MTD, -560 CFM EACH - 0 CFM 12' x 12" ry 12"x12' 190 CFM -- _ 160 CFM REG 12' PHA UP TO g0R.AM R,A. REG AUST r 190 CFM c ON ROOF �- 600 CI*M AN EF -1 (1) 6" x 11,x" S A DIFF I (2) 6" x 1 A FANCONVECTORFLR MTD. , 200 CFM "y r UH -1 WALL j 2' S DIFF FLR MTD 320 CFM -_ WALL MOUNTED EXH 300 CFM EXH 304 CFM (1) 6' x 1 SA Dir. HOT WATER - � 6" x 1�' S.A. DIFF. } I FLR MTD. - 250 CFM FLR MTD. � 200 CFM SYMBOL LIEGEND j PUN, CIRCULATING PUMP x SCREWED GATE VALVE 1 _ MO CM IRS � ��XF _ �'` `� 4 METER � 2 -WAY CONTROL VALVE `g 3 -WAY CONTROL VALVE I M-2 114 - 1-0 yf` p PRESSURE GAGE � OUTS THERMOSTAT -,_ PRESSURE RELIEF VALVE a AQUA -STAT € CONTROL X `VENT DA TRANSITION sar TURNING VALVE a r DUCT TURN UP tk DUCT TURN DOWN , , , , , ; FLEXIBLE Dj0CT 2 V � SYSTE —P IAL. a `f + '' ', SUPPLY DIFFUSER T THERMOS ''T I SMOKE DE ::cTOR M2 fF 114" - T -O" ; k RETURN AIR GRILL I M..,.. �`�, HEAT DET ,..TOR FLOOR REGISTER �---'--� .FLOW ARROW - 6' x 12' SUPPLY 6" DIA FLEX DUCT VOLUMEROL DAMPER vco AC UNITS SCHEDULE AC -5 SCHEDULE 5 PING SYSTEMS: UNMIT # CFM F A I BTUH COOLING HATING LOCATION KITCHEN K HOT WATER PIPING SHALL. BE COPPER TYPE 'L' WITH 95/5 SOLDR JOINTS. SEMS./TOTAL ALL SPECIALTIES SHALL BE SWEAT END -125 POUND CLASS I I AC -1 6,200 1550 124,700/150,700 176,500 BTUH WALL MOUNTED - SPLIT -TYPE HEAT PUMP, 2 DOOR -UMTS, I - ----- - `- -- - - — - AC -2 2 480 620 50,000/6Q200 70,175 BTUH AND ONE OUTDOOR UNIT i I REFRIGERANT PIPING SHALL BE COPPER TYPE 'L' WITH 50/50 SI.. C-1 `�� AC -3 1,022 255 20,400/24,400 30,373 BTUH LEAD JOINTS. AC -4 1,380 345 27,700/33;000 43,900 BTUH COOLING CAP 17,200 BTUH ~ IIle- HATIMG'AP 18,800 BTUH CONDENSATION WASTE PIPES SHALL BE PVC SCHEDULE 40 WITH MICALLY TOTALS 11,082 2,770 222,800/268,300 320,948 BTUH AS FLOW 265 (H� -CFM WELDED WT -i JO S 4 NOTE: @- 81 DEGREES DB/68 DEGREES WB -95 DEGREES AMB TEMP MANUFACTURER : MITSUBISHI MODEL #MSHM-18CN CC -1 CC -2 -1' ESP. 6. INSULATION: NOTE , ATTENTION TO BE PAD TO MAX. REFRIGERANT PIPING LENGTH _ HW HEATING COQ. SCHEDULE: ALLOWED BETWEEN INDOOR AND OUTDOOR UNITS. DUCTWORK -ALL EXCEPT TOILET AND KITCHEN EXHAUST DUCTWORK IS TO C BE INSULATED WITH 1112' POUND DENSITY T THICK FIBER GLASS WITH EF- HEATING COQ. « H C-1 HC -2 He -3 HC -4 HATING, VENTILATING, AND AIR CONDITIONING. -SPECIFICATIONS } ( VINYL VAPOR BARRIER AND 2' PRESSURE SENSITIVE TAPE (APPLIED AT ALL. MOUNTED EXTERIOR I AIR HANDLING UNIT AC -1 AC -2 AC -3 AC -4 1. GENERAL SEAMS AFTER INSULATION IS STAPLED IN PLACE) SHALL BE USED EXHAUST FAN0 EAT 52.5 DEGS 52.5 DEGS 52.5 DEGS 52.5 DIGS THE GENERAL CONDITIONS, ETC, SHALL APPLY TO THIS SECTION ' 4 ' 500 CFM (ENTERING AIR TEMP) 7 7 OF THE. WORK AS IF WRITTEN [N FULL THEY ARE AVAILABLE IN I CC -3 / 78.8 DEGS 8. DEGS 80.0 DEGS 819 DEGS THE OFFICE OF THE ARCHITECT HOT WATER PIPNG (LEAVING (CFM) 6,200 CC -4 6,200 2,480 1,022 1,380 Z: WORK MUM— SHALL BE FIBERGLASS 4 POUF DENSITY WITH KR FT PAPER . S SiZAL A AER t�VER OUTDOOR (CFM) 1,550 620 255 345 THE INSTALLATION SHALL BE COMPLETE AND OPERABLE IN EVERY RESPECT STAPLE OVERLAP SEAMS PRIOR TO COVERING WITH PRESSURE SENSE TAPE q WATER (IN) 180 DEGS 180 DEGS 180 DEG 180 DEGS t t WATER (OUT) 160 DEGS 160 DEGS 160 DEGS 160 DEGS NT REFRIGERANT PIPING: GPM 17.6 7:01 30 44 SCHEDLJLEQ , I ASSEMBLY: THE FOLLOWCUGHNTS ARE SCHEDULED I1 THE PLANS. , INSULATE REFRIGERANT SUCTION LIDS WITH 112 THICK FOAMED I SIZE: HC INTEGRAL HC ASSEMBLY 12 W x 24 L 18 W x 22 L A AIR HANDL:IN_TS PLASTIC SIMILAR TO ARMSTRONG "ARMAFLEX` INSULATE REPRICELIQUID WITH AIH INTEGRAL W/ 0 ROW) (I -ROW) B COMPRESSOR/CONDENSING UNITS LIDS BEYOND EXPANSION VALVES WITH ANT! -SWEAT TAPE HANDLING UNIT AIR HANDL UNIT FIN TYPE 'SF' � C. AS CO G tTS I MANUFACTURER TRANIE CON TYPE 7' GOA TYPE 'T' D HOT WATER BOILER Ate) HOT WATER SPECIALTIES E A� OUTLETS 7 AUTOMATIC TEMPERATURE CONTROLS t�T# MODEL NO. CT MAIC. F. EXHAUST FANS •p j - AC -1 MOOR LINT TWE 180 CC -1 OUTDOOR UNIT TTA 150 3 PHASE THESE ARE TO BE AS INDICATED, ALL CONTROL Y �L 8 ; G FAN CONVECTORS PERFORMED BY THIS CONTRACTOR FURNISH SHOP DRAWINGS OF THE SCHEDULES INCORPORATE MODEL NUMBERS FOR REPRESENTATIVE CONTROL SYSTEM P - H i AC -2 TWE 090 CC -2 TTA 060 3 PHASE SOWING ALL COMPONENTS AND FElQ WIC MANUFACTURER& THIS IS NOT INTENDED AS A DEVICE TO LIMIT COMPETITION.THE STANDARD SPECIFICATION OF THE CITED 8 TESTING, BALANCING, AND ADJUSTING: P AC -3 TWE 042 CC -3 ' TTA 024 1 PHASE MANUFACTURERS WILL FORM THE BASIS OF COMPARISON IN EVALUAT}G OTHER CONTRACTOR CITED PRODUCTS, ADJ1ST ALL SYSTEMS TO STIPULATED PERFORMANCE LEVELS AIS _ AC -4 TWE 048 CC -4 TTA 030 1 PHASE " 4 DUCT SYSTEMS: AS BULL PLANS SNOWING MEASURED FLOW AT EACH AR OUTLET i RTES; ALL UNITS 230V / 60 HZ; THERMOSTAT: PROGRAMMABLE SHALL � OF GALVANIZED STEEL CONSTRUCTED PERFORMANCE OF EACH FAN, AND THE FELD MEASURED ELECTRIC t; UCTED IN ACCORDANCE WITH _ F D WITH TH� UNIT CHARACTERISTICS OF ALL EL CTRIC MOTORS, INCLUDE TWO SEPA FAN C CTOR: A5HIRAE STANDARDS FOR CONVENTIONAL VELOCITY. NOTE THAT THE BUR (4) Hoc INSTRUCTION PERIODS AND FURNISH A QUALIFlEQ PERSON SMOKE PIPE SHALL BE 20 GAUGE UH #1 - LOCATION LOBBY ENTRANCE � , PERFORMED INSTRUCTION IN SYSTEM OPERATION. I 27,000 BTUH; 300 CFM, 2.7 GPM } f° SIZE 03 TRAM, FC RCE-FLO UH #2 - STAIRWAYS : ,a ,.. , ...➢ 'v. 1 fr. +. t .'"r' . -. _ ,... v :.. ._ .... s.'. .. .. .,. ',fir ;� y v ,,. ,. ,.. .r-. .. .,, :, ,. ✓,.. .. ...... ., .... y. r. ',. : ,' _. -.. .. _ , .: „Yo-. y4c1 ,rTO I "I 8- RLEX W, T S TI YP AIR VENT Uh-! & UH -2 HAVE -ATr' 'T -N THERMI�,,� ll-Ri:A4 !_ATI iN,3 PJ,4�3(�) ric it _j lr 4 PRESQURE H( L li L RELIEF (D 0 HC HEATING G(NL A()')AQTAT U "H 2' INDOOR THERMOS 1'111T LOCATED IN DESIGNATED TONE AS SH001 IN PLAN M-2 (TYPICAL.) N( -')TI: M,11\1.!MU�dj Q17F OF CI #ANE, 12' X 12 H ) N T C\j . Pip A T n I BOILEH DP AF TI 3_4' 2'-10* 1'-4' L ijrL � p � � '`e E Mm 8 ViVSE M L N Vi r -y '-AS 9RED, BT;j/H-\ \'P- J 0 C A) u AGIA INPUT 6001 MRI G;UTPIJT 4!_"O MBH MANUFACTURER H B SMITH S[,r�F �, �4 C- ' 7 MODP_ G'-300 , I - T 010"ROl L. GD 14, - SYSTNl, -,!B SMI -Ti 17 NOIE FURNISH WITH LOIAWATER C'UT-OFFF COMBINATION CIRCULAR RFL AY 8, THIPLE CONTROL FOR, DOMESTIC WATER HEATING 7.1_101� pi, IJ� 'B E & 32"E 2A - I PHA_ 11'HZ ,j ,t) V / 230 V, 60 i 7, 2' Sl CTi ION & DiSCHARGE, 4:5 GPM. 35 FT HFAL A'TS S i" UFS EACH AIR GONDiT !GNIING TEM FJFNISH PROGRAfvIIVIABLE_ THERMOSS l_,AT' V,,,')UNT AS INDICATED Il' -4 PLAN OR AS 17 ("OR FURNISH INTEGRAL )R EACH FAN CONWWT,- T H" � r "RM011T NIFT) 440H START STC I'S PS AT (IN CABi FAN Al, TEMPERATURE SC`; I , I � L, I I,No iii ';...fir 1" F. A RfZr-.qTFP J; S A Y, 1� � S. A FLOOR DIFF = 12' x 6, AIR FLOW AS INDICATED IN PLAN, I1VI T Fi OPPOSED BLADE VOLUME CONTROL, MANUFACTURERBARBER-COLMAN SERIES. TA S A CEILING DIFF = 12' x 12', LOUVER FACE, ADJUSTABLE PAT i -ERN; AIR FLOW, AS INDICATED IN PLAN, FURNISHED WTH VOLUME CONTROLS ROLS MANUF BARBER-COLMAN SERIES SF R A REGISTERS = WALL: GELING MTD OF SIZE SHOWN IN PLAN M*VFBARBER-COLMAN, STYLE TO MATCH TI -IE S A DIFF Al, -'J, AN LjI LOCATICIN RlUOF SER'''A STOILE El RG MS DIRll-__C'-DRIVLE FIBER-AIRE, 600 'FM, 1131/8* SP, 1/6 HP, 1 PRASE; 230 V, MANUFACII URE -R Sl`vVAPJ'lvlGjT MODEL 10 FA l EF -2 = LOCATI 1014 ROOF SERVES KIT CHEM DiRECT-DRIVE FIBER-AIRE 300 CFM 3/8' SP, 1120 if, 230V/1 PHASE, MANUFACTURER - SWARTWOUT MODEL 9 FA -1 E_ F - 3 = LOCATION AS INDICATED IN PLAN- 500CFM DIRECT -DRIVE 'HU -N -TIRE` WALL MOUNTED MANUFACTURER. "SWARTWOLiT MODEL 12 HA -2, 1,12 HP UH -1 = LOCATION LOBBY ENTRANCE 300 CFM, SOV -RECESSED WALL MOUNTED, T HW HEA I ING COIL TYPE "AO', OVERALL DIMENSIONS 471 Y, 28'H x 9 1/8' DEEP, I,A4TH BUILT-IN THERMOSTAT MANUF ACT URER TRANS MODEL H - SIZE 03 UH -2 = LOCATION STAIRWAYS 200 CFM, SEMI -RECESSED WALL MTD, HW HEATING COIL TYPE 'AC', OVERALL DIMENSIONS. 391 x 28*H x 9 1/8* DEEP, WITH BUILT-IN THERMOSTAT MANUFACTURER TRANS MODEL H -SIZE 02 A F F ABOVE FINISH FLOOR BM POT 'l JM DIA DiAMIE TER D06S DRAVAIGS I UoREsl'lElll:,r FLUOR r to i GF I GROUP- FAULT HVAC HEATING VENTLAII NG AND AIR CONDITiONING MECH MECHANICAL REF REFERENCE W WATTS W/ WITH qymBj C) CIRCUL.AlrING PUMP SCREWED GATE VALVE Y ME TER xa 2--WAYCONTROL VALVE 3 -WAY CONTROL VALVE o F'fl'llESSLJRE GAGE OIJIT SIDE ' I (D THER�,CSTAT PRESSURE RELIEF VALVE AOUA-STAT FLEXIBLE DUCT TRANSITION OST T T THERM� A I 4:_ DUCT TURN IJP SMOKE DETECTOR DUCT TURN DO'M 0 HEAT DETECTOR SIPFIILY DffUSER - FLOW ARROW VOLUME CONTROL DAMF`FR RETURN AIR GRILL VCD CONTROL FLOOR REGISTER U I I OL BOX 6 1,). SUpp , /_11-_ VENT DAMPER ' x e 6' DIA FLEX DUCT TURNING VALVE eI f i FLEX DUCT TURNING VANE 7 & SPUTTER DAMPER REV Or SCRIP TfON r A IN7/A "'� If L s s 0 ARC INTERNATIONAL ASSOCIATES INC. 719 LAKELSIDE DRIVE - RUGEFELD, r',7 068',77 � tll;�a-A TELEPI-W - 203-438-02Fq FACSVUE - 203-438--T275, ARCHITECTS S ) ENGNEERS MASTER PLANNERS tk A r INK". 400 MIN STREET A 06QOI MFORD, C PROFLSSIONA, SEkl_ CXWRACIOP IJ FIFO A' AND NS f1f) -�E �:Of� FIELD FiT-AIl) NO A' _;�-'A HE T�f: CON', RAC !'OR �:Op ANY ON THE CONTRAI-MOR" F`'AR7 PLAN PROJECT VU AN I . T I. J. POSI'LlIP0 ( 1-111 mmlul �l !�\ 11 I Y (-N E N P P uAFeIBALCJI PLACE RIVE BROOK, N lY 4 40 ORWONG TITLE f v 014 HVAc_` BAQ- Ir-A E R �Z J� 114 = ill ARCHiTbl"T-ENGINEER DJT sloe A Pmm DISK NO ARC163 PROJECT NO 'kv DRAMNO NO 1w 0 K H L;_ EDUCING 8 B G MODEL [,' -8,C) (ASMEj REIDE� V,,,!.VF (M(DDEL I!N) XP T C; Y �A "J" AKFi IP PRE SSURI E L I �ANK f: `A; RE-! It F � ! J- .V i J, v U`,)� 'I,)!- GA I E `VTQ_,k Ti I ERMOM I I -!��FSSUIRE GAG'E rlF E ER P-1 '!,\ P-2 3,,4' SEPARATOR B 0; L LER HOT WA T P9 SUPPi V THFIRMOMI: TER IOT v\iA Ti�'R 0,1A Y AL RELIEF PIPE- 4* CONC HOUSEKEEPING PAD * T ERMIN-ATE 6 6' GR'�7 A: i ER 1 HAN THE BOILI'l-7-"t F(710P SIDES 2" ABOVEE FLOOR cj'l AriTS 9 A -1 6C DI GS F � U4, -A-; . I ) (ADJUSTABLE)THL�`4,-:ST4T RESCHEDIJI,ES AQUA,0:)�";'j f A,('('O- O(17)OOP, A lHPFF-*,lY ALL VEE N ORDI'l-JR I -T - A -M T IL?4N; ,'till Pi:RA!)RF- - QUASI AJ OR Al T P 4[ Irl LA, P T,1 A f" L I y ...... .... NOE HEAT"ER CONNECTIONS ,Al ARE IIN A" AIR VENT Uh-! & UH -2 HAVE -ATr' 'T -N THERMI�,,� ll-Ri:A4 !_ATI iN,3 PJ,4�3(�) ric it _j lr 4 PRESQURE H( L li L RELIEF (D 0 HC HEATING G(NL A()')AQTAT U "H 2' INDOOR THERMOS 1'111T LOCATED IN DESIGNATED TONE AS SH001 IN PLAN M-2 (TYPICAL.) N( -')TI: M,11\1.!MU�dj Q17F OF CI #ANE, 12' X 12 H ) N T C\j . Pip A T n I BOILEH DP AF TI 3_4' 2'-10* 1'-4' L ijrL � p � � '`e E Mm 8 ViVSE M L N Vi r -y '-AS 9RED, BT;j/H-\ \'P- J 0 C A) u AGIA INPUT 6001 MRI G;UTPIJT 4!_"O MBH MANUFACTURER H B SMITH S[,r�F �, �4 C- ' 7 MODP_ G'-300 , I - T 010"ROl L. GD 14, - SYSTNl, -,!B SMI -Ti 17 NOIE FURNISH WITH LOIAWATER C'UT-OFFF COMBINATION CIRCULAR RFL AY 8, THIPLE CONTROL FOR, DOMESTIC WATER HEATING 7.1_101� pi, IJ� 'B E & 32"E 2A - I PHA_ 11'HZ ,j ,t) V / 230 V, 60 i 7, 2' Sl CTi ION & DiSCHARGE, 4:5 GPM. 35 FT HFAL A'TS S i" UFS EACH AIR GONDiT !GNIING TEM FJFNISH PROGRAfvIIVIABLE_ THERMOSS l_,AT' V,,,')UNT AS INDICATED Il' -4 PLAN OR AS 17 ("OR FURNISH INTEGRAL )R EACH FAN CONWWT,- T H" � r "RM011T NIFT) 440H START STC I'S PS AT (IN CABi FAN Al, TEMPERATURE SC`; I , I � L, I I,No iii ';...fir 1" F. A RfZr-.qTFP J; S A Y, 1� � S. A FLOOR DIFF = 12' x 6, AIR FLOW AS INDICATED IN PLAN, I1VI T Fi OPPOSED BLADE VOLUME CONTROL, MANUFACTURERBARBER-COLMAN SERIES. TA S A CEILING DIFF = 12' x 12', LOUVER FACE, ADJUSTABLE PAT i -ERN; AIR FLOW, AS INDICATED IN PLAN, FURNISHED WTH VOLUME CONTROLS ROLS MANUF BARBER-COLMAN SERIES SF R A REGISTERS = WALL: GELING MTD OF SIZE SHOWN IN PLAN M*VFBARBER-COLMAN, STYLE TO MATCH TI -IE S A DIFF Al, -'J, AN LjI LOCATICIN RlUOF SER'''A STOILE El RG MS DIRll-__C'-DRIVLE FIBER-AIRE, 600 'FM, 1131/8* SP, 1/6 HP, 1 PRASE; 230 V, MANUFACII URE -R Sl`vVAPJ'lvlGjT MODEL 10 FA l EF -2 = LOCATI 1014 ROOF SERVES KIT CHEM DiRECT-DRIVE FIBER-AIRE 300 CFM 3/8' SP, 1120 if, 230V/1 PHASE, MANUFACTURER - SWARTWOUT MODEL 9 FA -1 E_ F - 3 = LOCATION AS INDICATED IN PLAN- 500CFM DIRECT -DRIVE 'HU -N -TIRE` WALL MOUNTED MANUFACTURER. "SWARTWOLiT MODEL 12 HA -2, 1,12 HP UH -1 = LOCATION LOBBY ENTRANCE 300 CFM, SOV -RECESSED WALL MOUNTED, T HW HEA I ING COIL TYPE "AO', OVERALL DIMENSIONS 471 Y, 28'H x 9 1/8' DEEP, I,A4TH BUILT-IN THERMOSTAT MANUF ACT URER TRANS MODEL H - SIZE 03 UH -2 = LOCATION STAIRWAYS 200 CFM, SEMI -RECESSED WALL MTD, HW HEATING COIL TYPE 'AC', OVERALL DIMENSIONS. 391 x 28*H x 9 1/8* DEEP, WITH BUILT-IN THERMOSTAT MANUFACTURER TRANS MODEL H -SIZE 02 A F F ABOVE FINISH FLOOR BM POT 'l JM DIA DiAMIE TER D06S DRAVAIGS I UoREsl'lElll:,r FLUOR r to i GF I GROUP- FAULT HVAC HEATING VENTLAII NG AND AIR CONDITiONING MECH MECHANICAL REF REFERENCE W WATTS W/ WITH qymBj C) CIRCUL.AlrING PUMP SCREWED GATE VALVE Y ME TER xa 2--WAYCONTROL VALVE 3 -WAY CONTROL VALVE o F'fl'llESSLJRE GAGE OIJIT SIDE ' I (D THER�,CSTAT PRESSURE RELIEF VALVE AOUA-STAT FLEXIBLE DUCT TRANSITION OST T T THERM� A I 4:_ DUCT TURN IJP SMOKE DETECTOR DUCT TURN DO'M 0 HEAT DETECTOR SIPFIILY DffUSER - FLOW ARROW VOLUME CONTROL DAMF`FR RETURN AIR GRILL VCD CONTROL FLOOR REGISTER U I I OL BOX 6 1,). SUpp , /_11-_ VENT DAMPER ' x e 6' DIA FLEX DUCT TURNING VALVE eI f i FLEX DUCT TURNING VANE 7 & SPUTTER DAMPER REV Or SCRIP TfON r A IN7/A "'� If L s s 0 ARC INTERNATIONAL ASSOCIATES INC. 719 LAKELSIDE DRIVE - RUGEFELD, r',7 068',77 � tll;�a-A TELEPI-W - 203-438-02Fq FACSVUE - 203-438--T275, ARCHITECTS S ) ENGNEERS MASTER PLANNERS tk A r INK". 400 MIN STREET A 06QOI MFORD, C PROFLSSIONA, SEkl_ CXWRACIOP IJ FIFO A' AND NS f1f) -�E �:Of� FIELD FiT-AIl) NO A' _;�-'A HE T�f: CON', RAC !'OR �:Op ANY ON THE CONTRAI-MOR" F`'AR7 PLAN PROJECT VU AN I . T I. J. POSI'LlIP0 ( 1-111 mmlul �l !�\ 11 I Y (-N E N P P uAFeIBALCJI PLACE RIVE BROOK, N lY 4 40 ORWONG TITLE f v 014 HVAc_` BAQ- Ir-A E R �Z J� 114 = ill ARCHiTbl"T-ENGINEER DJT sloe A Pmm DISK NO ARC163 PROJECT NO 'kv DRAMNO NO 1w 0 K �I ;, �; — is ;,� —�, r P T- - Cl: r ------------ - r 221-x 8- C) (2): - )' 17 S A DFF "Fifil M TD `3 G �,RM 5� L } 1 ` 4 I i 1 4 !Mf E i ; VD ��":I SBISHIAUS 1' F AN fEFLl8) -6* x 12' SA DIFF FLOOR VTi9 3,50 CFM EACH22 x 6' (HIGH) ON: R0,0F 300 CFM 12* 6' (HIGH) VD EF x -T- rT- '8' x 10' R A REG S!DEWALL j H i W1 260 CFM �LOW) R A P LL: NUM CON N T 'D R A Di"",�, 1 'REL Ow (4)� 2 4' 6' SOEWAL". S A Of, - i# s__ ,n� 300 rP.1 FA 0 i 22' x 10' 18' x 28' R A LOW A UND'E-P 1�7_ L A UH WALI M'D 7 x 14* HR3 A/'-'- 14' X lrj' R 2' 8* 62' 2 320 CFM M; T, S 0 1�,- i` i SA PLEN[1v1 UNITS 'IGH) 22" 8* RA DUG!, DIN' TO BSM7 46rC, C'M l! 'IGH) T TO S A 54' R A REG - SIDE�Ai'AILL '8* x 20* R A PLENUM 1144 - - - --' 3 1 , -1 i 1-_ t__ 7 • DUM IN B9vi- I - 11 , J ____ �OONN'D TO RA 103S Dk'-;('- IN B-QY,' ! J -Ul' t --'-)R BOII x Flkl 12' S A DIP If )c� C 3G. ) �C'FM L it F, _)OI_ PLAM Dvl! F, S� iE `,N11 AR�C'H ino J 6 "HOI, -A- TEI'vP r) SC) Gu� T:R LnJWG FOR CHIMNEY Fit JE IN DOOR Zl�Nll DAMPER 2 D - 3 L f T OT 6* 112 J L 117 LI V, 4. 10, 10 10* x 8' x 1? o � � - i - I , 1�1 I --- ����� R A 2' 12 S A 12' x 12' 1'101 T �vll_D -0 ;-'V FA'�-4 I I I I f2 12' A Elf 6 0 �uVij;FM -0OR R A RE" R A RE - PHASE i D T r, 19C, M 1911) kl`�,Pv ri F, N FF r-Xl-iA ;ST 6' T A DIF5 0114 RO(l 6 CD 0 • IM LD R WALi 12" SA L'AF1 Fi-:' j L 200 CFMj E X 3 0 0 C IV: AN CONAE-f"Al"OR E X, 1 3,00 LL r WA� MOUNTI-� A I M, le -7 7 ------ -- ---- J J 6' x, 12" DIFF i J_ :[j_: r HO f 6' x SA Ci MT D 200 C-FM U? MTFL (2 L r�_, 17�v� - - IV =1 7 F _F- t =4 A . -P -:m rq- A L V' r H, L ---------- 4� nn Lt EA AG, T FAN 500 L FM �41AN L x ISC,'REVVED GATF 10 A `�l C 0 NTR 0 1 . V A'� V E i vwy :-ompc ." -, , 0 )1- viai_vE 0 PRE"St-j"F INC TF _1 tf Rh 40" 7- S "_ G jF OU )IDE I:,- iql "Y -i PRESSURE RrELEF V,,"1 I VE AOIA-STAT ONIRO!, K)x ,E t I r rip A i IS4I SON ,'-ovi&�_l Dp E,,JC-' T URN J 1-1 L ice_____,... 4 DUG F TURN EONVN Q[JPPi Y DIF�USER Ir r RN AF 01 L J� Ul GRil L `fAT Q D p �,.:-,Gicjr: r LU 1j I opp"Y %.EtDU"-'/l r ("uN', L_ VCD AC UNITS SCHEDULE, AC -5 SCHEDULE 5 PIPING SYSTEMS UNIT # CFM FAI BTUH COOLING HEATING LOCATION KITCHEN CHEN HOT WATER PIPING SHALL BE COPPER TYP WJ�l 95/5 SOLDER JOINTS SENS,/TOTALALL SPECIABE SWEAT END -125 POUND CLASS LTIES SHALL BE AC -1 6,200 1550 124,700/150,700 176,500 BTUH WALL MOUNTED - SPLIT -TYPE HEAT PUMP, 2 INDOOR -UNITS, AC -2 2,480 620 50,000/60,200 70,175 BTUH AND ONE. OUTDOOR UNITT R E'FR I G ER AN PANG SHALL BE COPPER TYPE 'L' WITH 50/50 SLVEi AC -3 1,022 255 20,400124,400 30,373 BTUH LEAD JOINT'S AC -4 1,380 345 27,700133,000 43,900 BTUH COOLING CAP, 17,200 BTUH HEATING CAP 18,800 BTUH CONDENSATiON WASTE PIPES SHALL BE PVC SCHEDULE 40 WITH CHEIVICALLY CAL LY 11,082 2,770 222,800/268,300 320,948 BTUH AIR FLOW 265 (H) CFM WELDED JOINTS NOTE @ 81 DEGREES DB/68 DEGREES WB -95 DEGREES AMB TEMP MANUFACTURER MITSUBISHI MODEL #MSHM-18CN -7 ESP - NOTE ATTENTION TO BE PAD TO MAX REFRIGERANT PIPING LENGTH 6, INSULATION. HW HEATING COIL SCHEDULE ALLOWED BETWEEN INDOOR AND OUTDOOR UNITS. DUCTWORK - ALL EXCEPT TOILET AND KITCHEN EXHAUST DUCTWORK IS TO BE INSULA I T ED WITH 1 I/Z POUND DENSITY I' THICK FIBER GLASS WITH PRI`�'jf'.�li 1),U, HEATING COIL # HC -1 HC -2 HC -3 HC -4 _HEAlllNGENTLA`ltlNGAND AIR CONDITIONING: -SPECIFICATIONS V, 1. _.. VINYL VAPOR BARRER AND 2* PRESSURE SENSITIVE TAPE (APPLIED AT ALL AIR HANDLING UNIT AC -1 AC -2 AC -3 AC -4 1 GENERAL SEAMS AFTER INSULATION IS STAPLED IN PLACE) SHALL BE USED A, N T'l UN � Y EAT 52-5 DEGS 52.5 DEGS 525 DEGS 525 DEGS THE GENERAL CONDITIONS, ETC. SHALL APPLY TO THIS SECTION (ENTERING AIR TEMP) il y OF THE WORK AS F WRITTEN IN FULL THEY ARE AVAILABLE IN "OMMU LAT 788 DEGS 78; DEGS 80D DEGS 81.9 DEGS THE OFFICE OF THE ARCHITECT HOT WATER PIPING (LEAVING AIR TEMP) GARBAL[-Y i AIR FLOW (CFM) 6,200 2,480 1,022 1,380 2 __WDRK� �C� (IC -4 SHALL BE FIBERGLASS, 4 POUND DENSITY WITH SIZALKRAFT PAPER COVER OUTDOOR (CFM) 1,550 620 255 345 THE INSTALLATION SHALL. BE COMPLETE AND OPERABLE IN EVERY RESPECT STAPLE OVERLAP SEAMS PRIOR TO COVERING WITH PRESSURE SENSIPVE TAPEL 1 a WATER (IN) 180 DEGS 180 DEGS 180 DEGS 180 DEGS WATER (Ole) 160 DEGS 160 DEGS 1660 DEGS 160 DEGS 3� SCHEDULED QUADOINENTS REFRIGERANT PIPING DR, A N N ULE GPM 17,15 - 7.01 U3 4A ASSEMBLY THE FOLLOWING COMPONENTS ARE SCHEDULED IN THE PLANS, V A FIRST HC ASSEMBLY HC ASSEMBLY 12W x,24L 18W x22L INSULATE REFRIGERANT SUCTION LINES WITH 112* THICK FOAMED SIZE A AIR HANDLING UNITS INTEGRAL W/ INTEGRAL W/ (1 ROW) (1 ROM PLASTICLASSIMILAR TO ARMSTRONG 'ARMAFLEX' INSULATE REFRIGERANT LIQUID _F�RNA L J LQ1 AHUNIT AH UNIT FIN TYPE SF B� COMPRESSOR/CONDENSING UNITS BEYOND EXPANSION VALVES WITH ANTI -SWEAT TAPE A G AIR CONDITIONING UNITS TYPE 7' COIL TYPE 'T' COIL T WATER SPECIAL TIES D HOT WATER BOLER AND HOT 1'- 0 1114 MANUFACTURER TRANE 7 AUTOMATIC TEVPERATURE CONTROLS UNIT# MODEL NO. ELECT MANUF. E AIR OUTLETS F EXHAUST FANS THESE ARE TO BE AS INDICATED ALL CONTROL WFING SHALL. ARCHi'TH", N(,4NEEp AC -1 INDOOR UNIT TWE 180 CC -1 OUTDOOR UNIT TTA 150 3 PHA BE SE G FAN PERFORMED BY THISCONTRACTOR FURNISH SHOP DRAWINGS OF THE Dil THE SCHEDULES INCORPORATE MODEL NUMBERS FOR REPRESENTATIVE CONTROL 'SYSTEM P - SHOWING ALL COMPONENTS AND FIELD WRING AC -2 TWE 090 CC -2 TTA 060 3 PHASE MANUFACTU�ERS. THIS IS NOT INTENDED AS A DEVICE TO LIMIT SCALF COMPETITION: THE STANDARD SPECIFICATION OF THE CITEDPmm 1/4' AC -3 T\A/P nA) rr-1 TTA 024 1 PHA S 8 TESTING BALANCING AND ADJUSTING I MANUFACTURERS WILL FORM THE BASIS OF COMPARISON IN AC -4 TWE 048 CC -4 TTA 030 CONTRACTOR 1 PHASE EVALUATING OTHER CONTRA CITED PRODUCTS. ADJUST ALL SYSTEMS TO STIPULATED PERFORMANCE LEVELS AND SUBMIT DfSK NO ARC 163 *AS 1 N 4 DUCT SYSTEMS. I BUILT' PLANS SHOWING MEASURED FLOW AT EACH AIR OUTLET, THE NOTES. ALL UNITS 230V / 60 HZ; THERMOSTAT PROGRAMMABLE SHALL BE OF GALVANIZED STEEL CONSTRUCTED IN ACCORDANCE WITH THE PERFORMANCE OF EACH FAN, AND THE FIELD MEASURED ELECTRICAL PROJECT NO FURNISHED WITH THE UNIT AQWDAF- QTAI\tr)A0r)0 Cr)D nnI0UC:hlTInhIAI wri nimx/ lkln-rf- T1 IA*r 'ri it fn,',o r-ni -CHARACTERISTICS OF ALL , ELECTRIC MOTORS. INCLUDE TWO SEPARATE I ' ADJ, ALk3ACENT F. P: S.C. FIRE -PROOF SELF-CLOSING MEM: -S. MEMBRANE SPfC, SPEAKER -SECTION NUMBER, ADJT. ADJUSTABLE F. R. FIRE-RESISTANT MET. METAL SPEC. SPECIFICATION(S)' AGGREGATE F`G. FLASNING MEI_'. MEZZANINE SQ. SQUARE A/C AIR CONDITIONING ` FLR. FLOOR (ING) MIN.(') MINIMUM, MINUTE S.Y. SQUARE YARD MAT .RTA% ALT. ALTERNATE P F.D. FLOOR DRAIN MIR. MIRROR S.S. STAINLESS STEEL` ` DRAWING WHERE COMMON AS NOTED ALUM.; " ALUMINUM F.A.R.FLUID APPLIED' ROOFING MIS". MISCELLANEOUS STD. STANDARD WALL SECTION SECTION 4 _ _ f t`. A. 3,.s ANCHOR BOLT F.A.W. FLUID APPLIED MLC. MOLDING, MOULDING STA, STATION I ,w ANDD. ANOOZE3 WATERPROOFING M.R. MOP RECEPTOR STL. STEEL APPROX.. APPROXIMATE FLUOR. FLUORESCENT MT. MOUNT (ED), (ING) STOR. STORAGE SPECIAL ARCHITECT (URAL) FT.{') FOOT MOV. MOVABLE S.D. .STORM GRAIN PRESENTATION BUILDING SECTION A.D. % AREA DRAIN FTG, FOOTING MULL. MULLION STRUCT. STRUCTURAL SECTION LETTER t -ACE ' ALUMINUM ASH -ASPHALT FNI7. FOUNDATION SUSP. SUSPENDED ' AUTO, AUTOMATIC F.A.I. FRESH AIR INTAKE NAT. NATURAL. SYM. SYMMETRY:(KCAL} F.S. FULL SIZE N.R.C. NOISE REDUCTION SYS. SYSTEM Bslle". BASEMENT FURR. FURRED (ING) COEFFICIENT 8.1. BEAM PUT: FUTURE NOS`. NOMINAL TEL. TELEPHONE BRG. BEARING N. FIORTHTV. TELEVISION FACE ON BRASS -BRONZE . :: BEARING PLATE, BASE PLATE GA. GAGE, GAUGE N.I.C. HOT IN CONTRACT TQY;P. TEMPERED [ COMMON BENCH MARK GALY. GALVANIZED N.T.S. NOT TO SCALE TERR, TERRAllO FET. BETWEEN GL. GLASS, GLAZING NO. or NUMBER THK. THICK (NESS) BVL. BEVELED GL,BLK, GLASS BLOCK TNRES. THRESHOLD SIT. BITUMINOUS G GRADE, GRADING OBS. OBSCURE T.PTN. TOILET PARTITION CONCRETE: j BLOCK BULK: BLOCK G GRANITE OFF. OFFICC TOL. TOLERANCE STEEL BLKG. BLOCKING rYr. 0,p GYPSUM BOARD O. ON CENTER {S) T&G TONGUE AND GROOVE BD, BOARD CP;. OPAQUE T/. C. TOP OF CURS . HBO. HARDBOARD CP.,. OPENING T/ `'LA TOP OF SLAB i � BTM., &/ 80TTQM ea�"�M � OPENING -J i - ,-BLJQ BUILDING HDW. HARDWARE OPP. OPPOSITE T/-- STL. TOP OF STEEL DETAIL ENLARGEMENT � t BUILT UP ROOFING HOWD. HARDWOOD O.D. OUTSIDE DIAMETER T/ ; j TOP OF WALT. OR ENLARGEMENT i CAST -IN-PLACE �►' r°' METAL LATH PORTION OF SMALL I HDR, HEADER _. O.A. OVERALL T, TREAD SCALE BUILDING d•- • \ J & .PRECAST :.tCAB. CABINET HTG. HEATING d T YP . TYPICAL SECTION .. _ _... GPT: CARPET (ED) H.V.A.C. HEATING/YENTiLATING/AIR PTD, PAINT(ED) C.T. CAST IRON CONDITIONING PNL. PANEL UNF. UNFINISHED ; C.8, CATCH BASIN HT. HEIGHT P.B,D. PARTICLE BOARD UR. UR'I-NAL CI:G,. CEILING H. HIGH FTN. PARTITION EARTH SMALLSCALE i�■�® c -� METAL CLG. ff. CEILING HEIGHT H.P. HIGH POINT P.E. PASSENGER ELEVATOR V..B. VAPOR BARRIER CE; ENT H.C. HOLLOW CORE PYMT. PAVEMENT YAR: VARNISH (STRUCr: sc CEM. SINGLE INTERIOR CE�t,PL, CEMENT PLASTER (PORTLAND) H.M. HOLLOW METAL PED, PEDESTAL YNR. VENEER ELEVATION A—OQfi--------DRAWING SHEET I CTR, CENTER HORIZ, HORIZONTAL PERF, PERFORATE(D) VERM. VERMICULITE - WHERE ELEVATION IS C.T. CERAMIC TILE. H' B. HOSE BI36 P. PERSON (Sj VERT. VERTICAL LOCATED GLASS GYPSUM �,•-. %` CLR. CLEAR {ANCE) H.W. HOT WATER PLAS PLASTER Y.G. VERTICAL GRAIN s WALLBOARD ' CLO, CLOSET HR. HOUR P.LAM. PLASTIC LAMINATE :VEST. VESTIBULE C^L, COLUMN HYD. HYDRANT P.L. P°t}PTY i NE V. VINYL CONC. CONCRETE {01ST -'TN -PLIC` )` PL,GL. PLATE `GLASS Y.C.T. VINYL COMPOSITION TILE C.M.U. CONCRETE MASONRY'UNIT IPI. (") INCH PLMB, PLUMBING .ROCK ..&I S'TONE: CONST. CONST RUC i ION : INCL. INCLUDE (0), ( I NG)' PWD, PLYWOOD WSCT. WAINSCOT GLASS BLOCK ( "fl�t1"N"ll GRAVEL CONST JT, �}�1STRUC T IO t JOI,` T I.D. INSIDE DIAMvTE,R PT. POINT W: T.W. WALL TO WALL ON iT_` R CCN`T INUE INSUL. INSULATE (D)> (ION) PVC. POLYVINYL CHLORIDE W.C. WATER CLOSET MULTIPLE INTERIOR ` _ T, CONTINUOUS i.tUit�S �r' ELEVA'T'IONS DRAWING V D`R' AW IN G INT. INTERIOR P.T.C. POST -TENSIONED CONCRETE WP. WATERPROOFING . , CORNER ERE �.{. G ARD INVERT P.C.F. POUNDS PER CUBIC FOOT W.R. WATER REPELLENT ELEVATION IS SITE E P ,.S - • _. .. ELEC± 1A , Y Um PLM �S. WEATHER S„RIPPINGCORR. CORRIDORI.P.S. ,xON PIPE SIZE P.L.F. POUNDS PER LINEAL FOOT LOCATED " , - WEIGHT GRAVEL SP -101 Existing Conditions .W., CURTAIN WALL OR COLD -WATER P.S.F. POUNDS PER SQUARE FOOT Wt. l g Site Demolition JAN. J �ITO.4 P.S.I. POUNDS PER SQUARE INCH W.W.M. WELDED WIRE M 5�1 E-101 Basement Electrical JT, JOI y T PC,C, PRECAST CO tCRETE W. WEST, WIDE, WIDTH Ii. DEEP, DEPTH Sp -103 Planting Plan SP -102 Site Layout & Grading �Plaiar� Plan OEGRE - P.M. PROJECT MANUAL W/ WITH g E-102 First Floor-Al.ect ical .C,PL, KEENE'S CEMENT PLASTER WDW. WINDOW Plan DEP. DEPRESSED P.L. PROPERTY LINE ARCxITECTURAL PLANS _ E-103. Rood ,Electr i Pin KIT. KITCHEN W.GL. WIRED GLASS MARBLE DEQ'. DETAIL W. DIAGONAL K.O. KNOCK OUT .T. QUARRY TILE �,jM. MIRE MESH DIAD. G NAL; 4 �. A-101 Basament`Plan MECHANICAL, PW§ W/O W ITHOU i . DIA.- DIAMETER A-102 Floor Plan LBL. LABEL WD. WOOD A-1.03 Reflected Ceiling Plan DIFF DIFFUSER RAD. RADIUS g M -1.a HVAC Basement Flan LAB. LABORATORY W.P.WORKING POINTEIM. DIMENSION RECP. RECcTACLE i A-104 Roof Plan COLUMN HVAC First F o0 r SRoof` OISPWOOL): LADDERENCE W.I. WROUGHT IRON REFERENCEs -; Plan LAM. LAMINATE (D) REFR. REFRIGERATOR FINISH A-203 North &East Elevations DR, DOOR _ DWR. DRAWER LAY.. LAVATORY REG: REGISTER • R A-202 South & West Elevations L.H. LEFT HAND REINF. REINFORCED) (ING) DWG, DRINGRE PROTECTION A -2a3 Wal3cway xElevations O.W. DUMBWAITER L. LENGTH R.C.P. REINFORCED CONCRETE PIPE Detaals FP -,Basement Fire Protection LT. LIGHT RESIL. R£ l SIL -FENT A=303 BuildingSections `, i Plan LT.WT. LIGHTWEIGHT" E E. EAST RET. R�TUR.� SPOTELEVATIO14OR PP -2 First Floor F�.re ProteCti� , LIN. LINEAR DATUM ROUGH A 302 Miall Sections ELEC, ELECTRIC (AL) R.A. RETURN AIR - , .- .. A-303 Wall Sections LYR. LOUVER REV. RLEVISION S) REVISED 3 0 _ BING UTP` . E.W.C. ELECTRIC WATER COOLER { L, ELEVATION L.P.OW POINT A 4 I3etaa.7.s T'�� S p E. L R.H. RIGHT HAND .; 'S R.O.W.IGHT OF WAY ELEY,;. ELEVATOR ROOM NAME A-401 Schedules & Partition; P-1. Plumbin Plan' & Fixture SCh ` u ,. z r , r ER. �; NCY R RISER, RUBBER N , ... EM RG£ Types ;bt R.D. ROOF DRAIN A-40Schedules . ,t. �C . ENCLOSE ..(URE), NUMBER jN`I'ERIZiJIiYi'ED � & i}et±�.�.s ;. R.�i . R D O c 1 ROOM/SPACE NUM ROOM No. ?, EQUAL BLOCKING A-403 . Interior Ulevat °ns EQUIP EQUIPMENT ,. R.O. ROUGE OPENING A-404 Interior E�.evatf6ns CSC. ESCALATOR • EXE. EXHAU TRUCTu,:L LAN 3' P S EXIST, XISTING _ Y E P.JT. EXPANSION -JOINT LARGE SCALE y S-341 Foundat'% P3:an E �Y ..tP. ' EXPOSED PLYWOOD 5-102 First Floor Framing X `. EXTERIOR S-303 Rood` Framing .._. S-104 Strutur01 V tail SMALL SCALE •PLYWOOD s 65 Pondf field Road Bronxville , New York 10708 914*779*100 ,h* + f } J AB�BREI►,TICS RAPHI Y C S MAT TRIALS SY11�IBJLSS B ILII _ G. I1 c..," ar A.F.F; ABOVE FINISNED FLOOR q RAS. FASTEN, FASTENER MH. MANHOLE SCH. SCHEDULE ,MBOLS r SECTION NUMBER iH� j ,4TION: CODE DATA ACC. ACCESS FC:.': FIBERGLASS MFR_ MANUFACTURE'(ER) SEC.(") SECOND, SECTION ACOUSTIC TILE BATT, LOOM {r, ACCESS PANED Fill. FINISH (ED) MAS. MASONRY S.E. SERVICE ELEVATOR FILL.- BLANKET AC. ACOUSTICAL F.A. FIRE ALARM M,O. MASONRY OPENING S.SK. SERVICE SINK .y OCCUPANCY GROUP ACOJSTZCAL TILE FE FIRE EXTINGUISH£t MAT.. TEIAL{S}AC,T. SHT SHEET DRAWING CONSTRUCTION CLASSIFICATION_ b 5b W,C., ACaUSTICAL WALL COVERING F.E.C. FIRE EXTINGUISHER CABINET MAX. MAXIMUM SIM.' SIMILAR IS LOCATEDAC. ANYSECTION ANY AG.�I.E., ACOUSTICAL WAIL PANELS- F,H,S. FIRE HOSE STATION MEC::. MECHANIC {AL) S.C. SOLID CORE i'E-- AD8. ADDENDUM FP. FIREPROOFING MED_ MEDIUM S. SOUTH BUILDING SECTION ,WHE SMALL SCALE �""""'"--� RIGID f ' ADJ, ALk3ACENT F. P: S.C. FIRE -PROOF SELF-CLOSING MEM: -S. MEMBRANE SPfC, SPEAKER -SECTION NUMBER, ADJT. ADJUSTABLE F. R. FIRE-RESISTANT MET. METAL SPEC. SPECIFICATION(S)' AGGREGATE F`G. FLASNING MEI_'. MEZZANINE SQ. SQUARE A/C AIR CONDITIONING ` FLR. FLOOR (ING) MIN.(') MINIMUM, MINUTE S.Y. SQUARE YARD MAT .RTA% ALT. ALTERNATE P F.D. FLOOR DRAIN MIR. MIRROR S.S. STAINLESS STEEL` ` DRAWING WHERE COMMON AS NOTED ALUM.; " ALUMINUM F.A.R.FLUID APPLIED' ROOFING MIS". MISCELLANEOUS STD. STANDARD WALL SECTION SECTION 4 _ _ f t`. A. 3,.s ANCHOR BOLT F.A.W. FLUID APPLIED MLC. MOLDING, MOULDING STA, STATION I ,w ANDD. ANOOZE3 WATERPROOFING M.R. MOP RECEPTOR STL. STEEL APPROX.. APPROXIMATE FLUOR. FLUORESCENT MT. MOUNT (ED), (ING) STOR. STORAGE SPECIAL ARCHITECT (URAL) FT.{') FOOT MOV. MOVABLE S.D. .STORM GRAIN PRESENTATION BUILDING SECTION A.D. % AREA DRAIN FTG, FOOTING MULL. MULLION STRUCT. STRUCTURAL SECTION LETTER t -ACE ' ALUMINUM ASH -ASPHALT FNI7. FOUNDATION SUSP. SUSPENDED ' AUTO, AUTOMATIC F.A.I. FRESH AIR INTAKE NAT. NATURAL. SYM. SYMMETRY:(KCAL} F.S. FULL SIZE N.R.C. NOISE REDUCTION SYS. SYSTEM Bslle". BASEMENT FURR. FURRED (ING) COEFFICIENT 8.1. BEAM PUT: FUTURE NOS`. NOMINAL TEL. TELEPHONE BRG. BEARING N. FIORTHTV. TELEVISION FACE ON BRASS -BRONZE . :: BEARING PLATE, BASE PLATE GA. GAGE, GAUGE N.I.C. HOT IN CONTRACT TQY;P. TEMPERED [ COMMON BENCH MARK GALY. GALVANIZED N.T.S. NOT TO SCALE TERR, TERRAllO FET. BETWEEN GL. GLASS, GLAZING NO. or NUMBER THK. THICK (NESS) BVL. BEVELED GL,BLK, GLASS BLOCK TNRES. THRESHOLD SIT. BITUMINOUS G GRADE, GRADING OBS. OBSCURE T.PTN. TOILET PARTITION CONCRETE: j BLOCK BULK: BLOCK G GRANITE OFF. OFFICC TOL. TOLERANCE STEEL BLKG. BLOCKING rYr. 0,p GYPSUM BOARD O. ON CENTER {S) T&G TONGUE AND GROOVE BD, BOARD CP;. OPAQUE T/. C. TOP OF CURS . HBO. HARDBOARD CP.,. OPENING T/ `'LA TOP OF SLAB i � BTM., &/ 80TTQM ea�"�M � OPENING -J i - ,-BLJQ BUILDING HDW. HARDWARE OPP. OPPOSITE T/-- STL. TOP OF STEEL DETAIL ENLARGEMENT � t BUILT UP ROOFING HOWD. HARDWOOD O.D. OUTSIDE DIAMETER T/ ; j TOP OF WALT. OR ENLARGEMENT i CAST -IN-PLACE �►' r°' METAL LATH PORTION OF SMALL I HDR, HEADER _. O.A. OVERALL T, TREAD SCALE BUILDING d•- • \ J & .PRECAST :.tCAB. CABINET HTG. HEATING d T YP . TYPICAL SECTION .. _ _... GPT: CARPET (ED) H.V.A.C. HEATING/YENTiLATING/AIR PTD, PAINT(ED) C.T. CAST IRON CONDITIONING PNL. PANEL UNF. UNFINISHED ; C.8, CATCH BASIN HT. HEIGHT P.B,D. PARTICLE BOARD UR. UR'I-NAL CI:G,. CEILING H. HIGH FTN. PARTITION EARTH SMALLSCALE i�■�® c -� METAL CLG. ff. CEILING HEIGHT H.P. HIGH POINT P.E. PASSENGER ELEVATOR V..B. VAPOR BARRIER CE; ENT H.C. HOLLOW CORE PYMT. PAVEMENT YAR: VARNISH (STRUCr: sc CEM. SINGLE INTERIOR CE�t,PL, CEMENT PLASTER (PORTLAND) H.M. HOLLOW METAL PED, PEDESTAL YNR. VENEER ELEVATION A—OQfi--------DRAWING SHEET I CTR, CENTER HORIZ, HORIZONTAL PERF, PERFORATE(D) VERM. VERMICULITE - WHERE ELEVATION IS C.T. CERAMIC TILE. H' B. HOSE BI36 P. PERSON (Sj VERT. VERTICAL LOCATED GLASS GYPSUM �,•-. %` CLR. CLEAR {ANCE) H.W. HOT WATER PLAS PLASTER Y.G. VERTICAL GRAIN s WALLBOARD ' CLO, CLOSET HR. HOUR P.LAM. PLASTIC LAMINATE :VEST. VESTIBULE C^L, COLUMN HYD. HYDRANT P.L. P°t}PTY i NE V. VINYL CONC. CONCRETE {01ST -'TN -PLIC` )` PL,GL. PLATE `GLASS Y.C.T. VINYL COMPOSITION TILE C.M.U. CONCRETE MASONRY'UNIT IPI. (") INCH PLMB, PLUMBING .ROCK ..&I S'TONE: CONST. CONST RUC i ION : INCL. INCLUDE (0), ( I NG)' PWD, PLYWOOD WSCT. WAINSCOT GLASS BLOCK ( "fl�t1"N"ll GRAVEL CONST JT, �}�1STRUC T IO t JOI,` T I.D. INSIDE DIAMvTE,R PT. POINT W: T.W. WALL TO WALL ON iT_` R CCN`T INUE INSUL. INSULATE (D)> (ION) PVC. POLYVINYL CHLORIDE W.C. WATER CLOSET MULTIPLE INTERIOR ` _ T, CONTINUOUS i.tUit�S �r' ELEVA'T'IONS DRAWING V D`R' AW IN G INT. INTERIOR P.T.C. POST -TENSIONED CONCRETE WP. WATERPROOFING . , CORNER ERE �.{. G ARD INVERT P.C.F. POUNDS PER CUBIC FOOT W.R. WATER REPELLENT ELEVATION IS SITE E P ,.S - • _. .. ELEC± 1A , Y Um PLM �S. WEATHER S„RIPPINGCORR. CORRIDORI.P.S. ,xON PIPE SIZE P.L.F. POUNDS PER LINEAL FOOT LOCATED " , - WEIGHT GRAVEL SP -101 Existing Conditions .W., CURTAIN WALL OR COLD -WATER P.S.F. POUNDS PER SQUARE FOOT Wt. l g Site Demolition JAN. J �ITO.4 P.S.I. POUNDS PER SQUARE INCH W.W.M. WELDED WIRE M 5�1 E-101 Basement Electrical JT, JOI y T PC,C, PRECAST CO tCRETE W. WEST, WIDE, WIDTH Ii. DEEP, DEPTH Sp -103 Planting Plan SP -102 Site Layout & Grading �Plaiar� Plan OEGRE - P.M. PROJECT MANUAL W/ WITH g E-102 First Floor-Al.ect ical .C,PL, KEENE'S CEMENT PLASTER WDW. WINDOW Plan DEP. DEPRESSED P.L. PROPERTY LINE ARCxITECTURAL PLANS _ E-103. Rood ,Electr i Pin KIT. KITCHEN W.GL. WIRED GLASS MARBLE DEQ'. DETAIL W. DIAGONAL K.O. KNOCK OUT .T. QUARRY TILE �,jM. MIRE MESH DIAD. G NAL; 4 �. A-101 Basament`Plan MECHANICAL, PW§ W/O W ITHOU i . DIA.- DIAMETER A-102 Floor Plan LBL. LABEL WD. WOOD A-1.03 Reflected Ceiling Plan DIFF DIFFUSER RAD. RADIUS g M -1.a HVAC Basement Flan LAB. LABORATORY W.P.WORKING POINTEIM. DIMENSION RECP. RECcTACLE i A-104 Roof Plan COLUMN HVAC First F o0 r SRoof` OISPWOOL): LADDERENCE W.I. WROUGHT IRON REFERENCEs -; Plan LAM. LAMINATE (D) REFR. REFRIGERATOR FINISH A-203 North &East Elevations DR, DOOR _ DWR. DRAWER LAY.. LAVATORY REG: REGISTER • R A-202 South & West Elevations L.H. LEFT HAND REINF. REINFORCED) (ING) DWG, DRINGRE PROTECTION A -2a3 Wal3cway xElevations O.W. DUMBWAITER L. LENGTH R.C.P. REINFORCED CONCRETE PIPE Detaals FP -,Basement Fire Protection LT. LIGHT RESIL. R£ l SIL -FENT A=303 BuildingSections `, i Plan LT.WT. LIGHTWEIGHT" E E. EAST RET. R�TUR.� SPOTELEVATIO14OR PP -2 First Floor F�.re ProteCti� , LIN. LINEAR DATUM ROUGH A 302 Miall Sections ELEC, ELECTRIC (AL) R.A. RETURN AIR - , .- .. A-303 Wall Sections LYR. LOUVER REV. 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I Af!r�, � I A I - ME I - I - = m 10I I ;;-"a - - I - - , I III I &Nrp . I pwil I I � . . I . I - I I I I I " I 11 11I I I . I I I I I - -- -- -- - - --- --- I x � I I . I I'lI I .1 11 -��- .� I - I I �, I . - I -1 � ��, 11�- - .- 1- . � � " 4 I I I Project Title . . I � I � I I 11 I I I I I I I I . � , 1. - I � I e��.- ''I I - I . '. , , I I I . il I I I , , . I I . . I , - , I I I � I I - , I I I I . - I I I I � I 4, , I I . ANTHONY J. POSII�LIPO . It- I , ,, I A -1-r � � I I - I I V ��� I 9 ff I Wa We ALBERT MO(RE A S S 0, C i A T E 65 Pondfield Road Bronxville , New York 10708 .914- 779-1007 .�. f•7 7 7 77 7 7 77 777 77 Project Title'E-4 . - � ANTHONY J.''OSLLP (' 1 I C4 1! = 'or_�L- _ _ IiI1NIT`Y C�°' 47 Ll .4 Or ! I i I �� '! l l ! # i I! L_ 1 l II I N I_ { ! �_ I/ I► i_ it01 L It lip I t T bR STEEL StJPl?43R` EtaLABS, GA.RIBALD PLA. �x 2- fes `' ' 28 -DAY COMPItESSIVE STRENGTH FOR FRAMED CONCRETE SLAB SHALL 'B 3000 PSI. _ RYE BROOK, N.Y. 1 'B . MAXIMUM -CONCRETE SLUMP SHALL BE. g .. , I ALL 'C' . NCRETE MALL BE MIXED, TRANSPORTED AND PLACED IN ,ACCORDDrawing Titic iCO S }� II ANCE WITH ACI STANDARDS 3118' 304. ' ' 2. tom% ► L� , NF DEPOF 14E 8� OF HIGH STRENGTH 4 ALL REI ORCING S'T'EEL SHALL ?. BILLET STEEL ASTM A615, _GRAVE 6 n {y 6 €� , ,I SIN Fy • }: E- ALL WELDED WIRE MESH, SHALL CONFORM TO �AI 5 . 'FOUNDATION. PLAN F . BARS MARKED N. HALL BE LAP A >:,. T 36 '► ALL K Ca TxN S S ' "., DIAMETERS AT SPLICES AI+1U CORNERS, EXCEP'",RS RWSSE SF€CWAI OR, REQUIRED. - , w -„t , +► •, N L B SUBS �, ,tt +� - -� • , G. OPENINGS NOT SHOWN, ON THE STRUCTURAI DRQ, ,. +�.� �'�” � � � � s MZTTED Tfl'HE STRUCTURAL ENGINEER FORAP H. NO CALCIUM CHLORIDE ADMIXTURES ARE PERI 1 I. B HALL E WOOD, TROWEL, FOLLOW Ei3 BY 0 _STEEL f,. SLA S S $ FINISHED BY These pians are an instrument of service and are the property of the architect. t. Infringements will be prosecuted. Contractor shall verih, all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the contractor for any error or ne- glect on his pan. S le Project Drawing No. Date ng CraviB� C h ec'ked, By Project Title ANTHONY J. OSILLIPE C? IViUNI` Y E `I'E GARIBALDI PLACM RYE B OO N*'Y. Drawing Title FIRST FLOOR". FRAMING PLAN", 711ese plans are an instrument of service, and are the property of the architect. Infringements will Fre lirosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and . quantity of work. No allowances shall he made in behalf of the contractor for any error or ne- glect on his part. Scare 1/4„_1,-0;0 �7- Project No.',903 '. Drawing No. Date Drawin B: 7� Checked By >> r TEE LINTELS E _o�C N, , �UAL.fOF S T EL t} �,, HAL NTCiRM TD AI , ST��. C(3NSTRUCTION..5 CES . 'SHALL A. R NG. PRECAST STEEL LINTELS SHALL HAVE MINIMUM OF S BEA I ALBERr ,:. to ... „ ANIS E ,..ABR�CATEI? ST'RUCTION EIf�HTH EDITIC}1+�, B � LINTELS SHALL HAVE.. MINIMUM BEARING OF $ BEARING POINTS ,,. ...AND INSTALLED IN ACCORDANCE WITH AISC CODE OF STANDARD—PRACTICE, SHALL HAVE G OUTED,,,.;< BLOCK FOR, THREECOURSES BELOW LINTEL.' A Q I A. T SEPTEMBER 1 198 FOR STEEL BUILDINGS,AN D BRIDGES AS ADOPTED SE B. .: FOR MASONRY OPENINGS 4 —0 OR LESS USE 1 L 3-1/2 X 3-1/2 " ,. 4 l . B. T THE FOLLOWING ° TERI S FOR STRUCTURAL STEEL SHALL CONFORM O AL _ ;, ". ., X 5/16 FOR. EACH 4 OF WALL THICKNESS OR PRECAST LINTEL. $ .. ` =;A ,.. A M SPECIFICATIONS:_ DEEP WITH ONE #3 BAR TOP AND BOTTOM FOR EACH 4" OR 5", Fm=2500 BRAMS, GIRDERS,, COLUMNS; MISC. STEEL, PSI. OTHERWISE — A 36 UNLESS NOTED O. WHERE 10." BLOCK IS USED USE L 4`" X 4" X 5/16" FOR EACH 5" C r , PLATE — A 36 WALL. STRUCTURAL -TUBE — A 500, GRADE.B C. FOR MASONRY OPENINGS .4•-0" TO 60-0'. USE L_5" X 3-1/2" X - STRUCTURAL PIPE A 501 OR A53, , 5/16' FOR EACH 4" OF"WALL THICKNESS, OR LINTEL 8' DEEP TYPE E WITH ONE #4 BAR TOP'AND"BOTTOM FOR EACH 4' OR 5', -Fm -2500 PSI. I - — ,. ALL BOLTED CONNECTIONS SHALL BE MADE USING A325 F BOLTS, 3/4 WHERE 10" BLOCK I5 USED USE 'L 6`' X 4" X 5/16" FOR EACH 5" OF r 65 Pondfield Road a 3 DANCE WITH "SPECIFICATIONS FOR DIAMETER INSTALLED IN ACCOR WALL . LUMBERX Bron vine York 10748 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" UNLESS OTHER—J A. ALL NEW LUMBER SHALL BE DOUGLAS FIR, NO. 2,OR,BETTER , WITH ,New 914.779.1007 D,. DISE` DETAILED. 'ANCHOR BOLTS SHALL BE OF A3t OR A307 STEEL. MIN. Fb=1500 PSI AND E=.1,�►t}0, 000 PSI ..,-.,.» nirr ^%X7k nc nrlT19 +n R _ AT.T. i:iiMRF.R NAT,i. RF'AR VTCTRT.F, �RAi7E STAMPING Project Title ANTHONY J. OSILLIPE C? IViUNI` Y E `I'E GARIBALDI PLACM RYE B OO N*'Y. Drawing Title FIRST FLOOR". FRAMING PLAN", 711ese plans are an instrument of service, and are the property of the architect. Infringements will Fre lirosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and . quantity of work. No allowances shall he made in behalf of the contractor for any error or ne- glect on his part. Scare 1/4„_1,-0;0 �7- Project No.',903 '. Drawing No. Date Drawin B: 7� Checked By >> i 65 Pond field Road Bronxville , New York 10708 914.779.1007 , u 0 co 100 W 04 ii i {r J WP �, 3 - 2 �� � Its ,✓ f� G ✓7 /� 4 10, AK mom E , Ir r f T � x �_'" - � � �� � �' � . Q• ins- } y p �w tlC► I t j, '#� IC3 1 Ir }�,_� (� 'Z) i2 - fl" G 34f Z. x �Il�, #. • 1 ti j -7i ;general Notes - Structural Rorfing Truss i . bESC-IPTION. cirk under this section of the specifications 6 Bracing - All Trusses must be securely.braced both during. � „� �r #1 The. erection and after permanent installation in a building } s all Labor materials equipment and services P . necessar to install all Roofing Trusses, Latera l in accordance with Bracing Wood Trusses. Commentary and a _. a Truss Plate - o BWT-76 as published b t — , Recommendations h �necessary and Diagonal-Bracingb, steel hangars, Plates , Institute. Erection bracin .shall hold trusses straight the basic structural -roofing Instil g g far the ...construction of ,i and plumb and in safe condition until decking and permanent N10AP7 truss frame. Roof�.ngTruss will be as fabricated by l:'a rroh Roof Truss truss lateral and diagonal bracing has been -,fastened forming a Pe Alpine Truss structurally sound roof framing system.. All erection and i Co., Inc, North Dakota or Other Authorized p permanent bracing shall be installed and all trusses ermanentl �. � Manufacturer in accordance with designs prepared by Alpine p g permanently fastened, before •a lication of an loads. Permanent structural engineered Products, Inc. ; pp Y Y cross bracing to ensure overall rigidity of the roof system w conformn with the following design shall be in accordance with the architectural and engineering f q ne4ring dra Ings g structure. See truss design drawings,, gins for the building struct g _ g ii or approval to the Architect and p g _ _. _ _. > .loads shall be submitted f. pp _ , _, •. _ .. - .- . . , „f.or:.r,an additional s ectal' bra re uxrementa. Materia% I En ineer for review prior t fabricataon. The drawings shall p 9 q erection cont Oft 4 er, used in bracing are to be furnished by the re r or, bear , the seal,. of a �€egiste�ed Professional Engine r. .0 Fire Resistance Rated Assembly with the Structural Roof Truss 60 PSF cLm-e-t...U.n-f..arm._,Bu-i.lding Gude requirements dor a _. _ Live Lewd. Hour Fire Rated Roof. t OP Cord Dead Load 15 PSF l Bottom ,Card Dead Load 15 'PSP Total Load 90 PSF ;{ x nesign.Standards shall conform.with the applicable provisions; of the Nat�ronal esxgn. Specification for Wood Construction ` Lfatest Edition, ,published by the National Forest ]Products • Design Specification for Metal Plate ` Association., and` the, t Co+e te4 Wp�d Trusses Latest Edition,., published by the i t�` tute . Truss Pate ns i .:orin ctor Plates shall be a minimum thigness of 03611 and chill b manufactured from steel Meeting the requireme is it..w s446` Grade A or) higher , and shall be hest dip .. I :; galla i� d atccording 'to $TM A,525-, Coating Designation G60. .5 Quality +control sha11 be tyre responsibility of the General - such ..- ont'rActor and' the Truss Manufacturer. Lumber -defects as`rane or knots occurring in the connector plate area must not of fe t more than. ten ••percent cif. . required plate' area or ct-• ire. teeth° required for each truss member. number ,ca . f f e q Ein e tur' p l t4s'shall be applied to both faees of Truss at a n 1r t between ;d'taa.'�t.,� and should provide firm even Contac e y r All r the elate' and the woo, � ` ximum tolerance 1/16"' 1 . ,c.t and fabricated s that wakod itsbears: ,shall be ac rattly u : < a '''tate rs .haYe ,good bearing d ; al1 >completed truss units .. -' } or races `shall be in ace>ordance are;.na. .i G, n .point t 1. a . n ted 'Food I_ u ,. Andard for, �#etal .P ate Con e w1tb ..., ty: fit.. `} { c, o +w� LA) TRS- c�FTou. t �F�r tU A f�N' �- { { W' to\JS N• A... f K t A&:> Atp GhCr Ca -lN X f "'l ee::F Ah40&ICS V Ar f 4W.., . O'er. tt� * Project Title .AN `+ . 4O Y J.. POS.ILLIP61 COMIMVNITY CENTER GA.RIBALDI PLACE RYE BROOK, N.Y. Dra\-ong Title ROOF- -FRAMING-", t. N These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work, No allowances %hall he made in behalf of the contractor for anti error or ne- glect on e-glecron his part. Scale Project No. .903,Drawing No. Bate !Z Drawing By 03, Checked By t i 65 Pond field Road Bronxville , New York 10708 914.779.1007 , u 0 co 100 W 04 ii i {r J WP �, 3 - 2 �� � Its ,✓ f� G ✓7 /� 4 10, AK mom E , Ir r f T � x �_'" - � � �� � �' � . Q• ins- } y p �w tlC► I t j, '#� IC3 1 Ir }�,_� (� 'Z) i2 - fl" G 34f Z. x �Il�, #. • 1 ti j -7i ;general Notes - Structural Rorfing Truss i . bESC-IPTION. cirk under this section of the specifications 6 Bracing - All Trusses must be securely.braced both during. � „� �r #1 The. erection and after permanent installation in a building } s all Labor materials equipment and services P . necessar to install all Roofing Trusses, Latera l in accordance with Bracing Wood Trusses. Commentary and a _. a Truss Plate - o BWT-76 as published b t — , Recommendations h �necessary and Diagonal-Bracingb, steel hangars, Plates , Institute. Erection bracin .shall hold trusses straight the basic structural -roofing Instil g g far the ...construction of ,i and plumb and in safe condition until decking and permanent N10AP7 truss frame. Roof�.ngTruss will be as fabricated by l:'a rroh Roof Truss truss lateral and diagonal bracing has been -,fastened forming a Pe Alpine Truss structurally sound roof framing system.. All erection and i Co., Inc, North Dakota or Other Authorized p permanent bracing shall be installed and all trusses ermanentl �. � Manufacturer in accordance with designs prepared by Alpine p g permanently fastened, before •a lication of an loads. Permanent structural engineered Products, Inc. ; pp Y Y cross bracing to ensure overall rigidity of the roof system w conformn with the following design shall be in accordance with the architectural and engineering f q ne4ring dra Ings g structure. See truss design drawings,, gins for the building struct g _ g ii or approval to the Architect and p g _ _. _ _. > .loads shall be submitted f. pp _ , _, •. _ .. - .- . . , „f.or:.r,an additional s ectal' bra re uxrementa. Materia% I En ineer for review prior t fabricataon. The drawings shall p 9 q erection cont Oft 4 er, used in bracing are to be furnished by the re r or, bear , the seal,. of a �€egiste�ed Professional Engine r. .0 Fire Resistance Rated Assembly with the Structural Roof Truss 60 PSF cLm-e-t...U.n-f..arm._,Bu-i.lding Gude requirements dor a _. _ Live Lewd. Hour Fire Rated Roof. t OP Cord Dead Load 15 PSF l Bottom ,Card Dead Load 15 'PSP Total Load 90 PSF ;{ x nesign.Standards shall conform.with the applicable provisions; of the Nat�ronal esxgn. Specification for Wood Construction ` Lfatest Edition, ,published by the National Forest ]Products • Design Specification for Metal Plate ` Association., and` the, t Co+e te4 Wp�d Trusses Latest Edition,., published by the i t�` tute . Truss Pate ns i .:orin ctor Plates shall be a minimum thigness of 03611 and chill b manufactured from steel Meeting the requireme is it..w s446` Grade A or) higher , and shall be hest dip .. I :; galla i� d atccording 'to $TM A,525-, Coating Designation G60. .5 Quality +control sha11 be tyre responsibility of the General - such ..- ont'rActor and' the Truss Manufacturer. Lumber -defects as`rane or knots occurring in the connector plate area must not of fe t more than. ten ••percent cif. . required plate' area or ct-• ire. teeth° required for each truss member. number ,ca . f f e q Ein e tur' p l t4s'shall be applied to both faees of Truss at a n 1r t between ;d'taa.'�t.,� and should provide firm even Contac e y r All r the elate' and the woo, � ` ximum tolerance 1/16"' 1 . ,c.t and fabricated s that wakod itsbears: ,shall be ac rattly u : < a '''tate rs .haYe ,good bearing d ; al1 >completed truss units .. -' } or races `shall be in ace>ordance are;.na. .i G, n .point t 1. a . n ted 'Food I_ u ,. Andard for, �#etal .P ate Con e w1tb ..., ty: fit.. `} { c, o +w� LA) TRS- c�FTou. t �F�r tU A f�N' �- { { W' to\JS N• A... f K t A&:> Atp GhCr Ca -lN X f "'l ee::F Ah40&ICS V Ar f 4W.., . O'er. tt� * Project Title .AN `+ . 4O Y J.. POS.ILLIP61 COMIMVNITY CENTER GA.RIBALDI PLACE RYE BROOK, N.Y. Dra\-ong Title ROOF- -FRAMING-", t. N These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work, No allowances %hall he made in behalf of the contractor for anti error or ne- glect on e-glecron his part. Scale Project No. .903,Drawing No. Bate !Z Drawing By 03, Checked By G SILICONE 5. ELEC. SHALL PROVIDE CONDUITS & CABLING FROM RISER POLE 7. ALL WIRING SHALL BE CONCEALED & RUN IN WALLS OR ABOVE CEIUNGS.EXCEPT IN THE RTV FOAM AS A MINIMUM. MATERIAL SEL:E'CT70N SHALL BE'BASED ON -RATING 1(HGT. AS DETERMINED BY CON -ED) TO MAIN SWITCH. F'OLLOtMNG AREAS WHERE EXPOSED WIRING IS PERMITTED. - BOILER RM., ELEC. RM. OF PARTITION PENETRATED. 16. ALL GROUNDING BY ELEC. CONTR. 8. WORK NOT INCLUDED IN CONTRACT - 'NJ.C.' ANY WIRING OR EQUIPMENT NOT TO BE 19. ALL SUPPLEMENTARY STEEL REQUIRED FOR ELEC. WORK SHALL BE PROVIDED FURNISHED BY ELECTRICAL CONTRACTOR SHALL BE INDICATED ON PLANS AS N.I.C. BY ELEC. CONTRACTOR. 7. , TRANSFORMERS SHALL BE PROVIDED BY CON ED & CONNECTED TO SECONDARY CONDUCTORS BY ELEC. CONTR. 1 9• SITE OSITA77ON - PRIOR TO SUBMITTING A BID FOR HIS WORK,THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO INSPECT THE NATURE & EXTENT OF THE 1-8. ELEC. CONTR. SHALL FURNISH ALL TERMINATION ITEMS AS RQD. EXISTING CONDITIONS & EQUIPMENLAND DETERMINE HOW THEY WILL AFFECT THE BY CON -ED - CONSULT CON -ED, FOR ALL NECESSARY RQMTS. INSTALLATION OF ELECTRICAL WORK:NO ADDITIONAL PAYMENT IN EXCESS OF THE CONTRACT PRICE WILL BE AUTHORIZED FOR "EXTRA" WORK PERFORMED DUE TO EXISTING CONDITIONS WHICH ARE OBVIOUS UPON INSPECTION. .' 10. BX CABLE - ARMORED CABLE, BX CABLE IS - ACCEPTABLE ON THIS PROJECT & MAY BE USED AS APPROVED BY NEC. WHERE RUN CONCEALED IN WALLS ABOVE CEILINGS OR IN BASEMENTS .� 11. ALUMINUM MRING IS NOT ACCEPTABLE ON THIS PROJECT, i 12. ALL EQUIPMENT & DEVICES .SHALL BE NEW & BEAR U.L. LABELALL DEVICES SHALL » BE SPECIFICATION GRADE. ,%'`�P -- • . I 13. WORKMANSHIP: - ONLY THE BEST IN WORKMANSHIP IN ACCORDANCE IMTH PRESENT .STANDARDS iMLL BE ACGEPTABLE:ANY .WORK INSTALLED dr .ADJUDGED BY THE � ENGINEER TO BE BELOW STANDARDS SHALL BE TAKEN OUT AND REPLACED WITH + PROPERLY DONE WORK AT CONTRACTORS EXPENSE 'l FcO j ^j «.1 S { t; 14r 4 I ' G ArI L 4r, . i I A- . J t( 1 'TY ,A J ELECTRICAL S'KMr3DL. LIST' SYMBOL DESCRIPTION � gip✓ �.. FLUORESCENT LIGHTING FIXTURE ( CEILING MOUNTED LIGHTING FIXTURE l _ ._ WALL MOUNTED LIGHTING FIXTURE ` 11 -r -T qr 6. ft 4 1�- 1S ��YM RECESSED LIGHTING FIXTURE ns aCN do lnSRtlment Of ILLUMINATED EXIT SIGN S SINGLE POLE SWITCH 1201277V 48" AFFS3 tect. infringements will THREE THREE WAY SWITCH 1201277V 480AFF S4. FOUR WAY SWITCH 1201277V 48 -AFF SP SECONDARY ELECTRICAL SERVICE NOTES Stt GENERAL ELECTRICAL N O TSS _ DUPLEX CONVENIENCE RECEPTACLE 18" AFF - HUBBELL #53521 quantity of work. No allowarices DUPLEX RECEPTACLE - MOUNTED ABOVE COUNTER SPECIAL OUTLET TO SUIT EQUIPMENT contractor for anv error or ne- CLOCK OUTLET. 7'& "AFF - HUBBELL #5235 1. THE COMPLETE /NSTALLAITON OF THE SECONDARY ELECTRICAL 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH & SHALL CONFORM 14. GUARANTEE: - G. ELEC.' CONTRACTOR SHALL GUARANTEE :ALL EQUIPMENT do WIRING CJ-' SERVICE, UNDERGROUND, SHALL BE PROVIDED BY THE ELECTRICIAN IN ALL ASPECTS TO THE NATIONAL ELECTRICAL . CODE (NFPA CODES & LOCAL BUILDING CODES). . w. ��/ �rktM tall. FREE FROM INHERENT MECHANICAL & ELECTRICAL DEFECTS FOR A PERIOD OF ONE - AS NbTE'D BELOW: ELEC. SHALL ALSO PAY FOR ANY CON -ED CHARD Q JUNCTION BOX -- SIZE & TYPE AS REQUIRED ! YEAR MOM DATE OF SUBSTANTIAL .COMPLETION OF PROJE'CT.ALL DEFECTS SHALL Q ASSOCIATED WITH SERVICE WORK. Z ALL PERMITS, & CERTIFICATES COVERING THE COMPLETE INSTALLATION OF THE % w•7rtD BE RFPAIRED,DURING THIS PERIOD,AT NO CHARGE TO OWNER = MISUSE OR ABUSE f t�lS xFIRE ALARM - 'AUTOMATIC SMOKE DETECTOR F A. C. P. ELECTRICAL WORK SHALL BE OBTAINED & PAID FOR BY THE ELECTRICAL CONTRACTOR �145� CAUSED PROBLEMS EXCEPTED. 2. ELECTRICIAN SHALL CONSULT CON -ED TO ASCERTIAN AMOUNT OF 3. ALL TRENCHING,BACKFILLING & RESURFACING REQUIRED FOR THE ELECTRICAL WORK , t5. SUBSTITUTIONS OF EQUIPMENT SPECIFIED} PRODUCTS SHALL BE USED AS THE BASIS OF � CHARGES ASSOCIATED WITH THIS SERVICE &SHALL PAY ALL l M .. G% l L.11 N � ,.. C 44m SHALL BE PROVIDED BY THE GENERAL CONTRACTOR (G.C.). o`. `V V �� BID AND SHALL BE PROVIDED WHERE 2 O MORE MANUF. ARE USTED,THE CHOICE IS AT \Y M KT_ ') / p 4 }Z M �^ E y f -A . l 4 s..�►r -,rd"W i `41�a{..� }!'�. ��r: �" 1"" : C..�^ r - L...i� S �. 1'K� V `G4✓ iL 1 SUCH CHARGES. THE CONTR. OPTTON.AN APPROVED EQUAL SHALL BE DETERMINED BY ENGINEER. 3. ALL TRENCHING & BACKFILLING FOR THE UNDERGROUND 4. ALL CUTTING PATCHING & REFINISHING OF WALLS,FLOORS & CEILINGS REQUIRED FOR THE ELECTRICAL WORK SHALL BE PROVIDED FOR BY THE G.C. tg, ALL -NOME RUNS GREATER THAN i00' SHALL BE !0 WIRE M/NIMU M. I SECONDARY SERVICE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR G.C.) 5. THESE DRAWINGS ARE DIAGRAMATIC ONLY,EXACT LOCATIONS OF ALL CONDUIT,ETC. 17. ELEC. CONTR SHALL FIELD VERIFY NAMEPLATE LOADS OF ALL EQUIPMENT_ I MUST BE FIELD DETERMINED AND RUN TO AVOIDOBSTRUCTIONS & EQUIPMENT. (MECH & OWNER SUPPLIED) TO INSURE PROPER WIRE' SIZING & OVERCURRENT 4 ANY TREE TRIMMING OR. BLASTING WORK REQUIRED FOR U.G. SVC. ;MECH. PROTECTION &SHALL NOTIFY ENGINEER OF DISCREPANCIES. SHALL BE PERFORMED BY G.C. S. UNLESS OTHERMSE NOTED MINIMUM WIRE .SIZE IS #12AWG, THW COPPER, &,MINIMUM CONDUIT SIZE IS 3/4`. 18• ELEC. CONTR. SHALL SEAL ALL ELEC. PENETRATIONS THRU. FIRE RATED PARTTTTONS WITH FIRE RATED MATERIAL EQUAL TO DOW GORNIN G SILICONE 5. ELEC. SHALL PROVIDE CONDUITS & CABLING FROM RISER POLE 7. ALL WIRING SHALL BE CONCEALED & RUN IN WALLS OR ABOVE CEIUNGS.EXCEPT IN THE RTV FOAM AS A MINIMUM. MATERIAL SEL:E'CT70N SHALL BE'BASED ON -RATING 1(HGT. AS DETERMINED BY CON -ED) TO MAIN SWITCH. F'OLLOtMNG AREAS WHERE EXPOSED WIRING IS PERMITTED. - BOILER RM., ELEC. RM. OF PARTITION PENETRATED. 16. ALL GROUNDING BY ELEC. CONTR. 8. WORK NOT INCLUDED IN CONTRACT - 'NJ.C.' ANY WIRING OR EQUIPMENT NOT TO BE 19. ALL SUPPLEMENTARY STEEL REQUIRED FOR ELEC. WORK SHALL BE PROVIDED FURNISHED BY ELECTRICAL CONTRACTOR SHALL BE INDICATED ON PLANS AS N.I.C. BY ELEC. CONTRACTOR. 7. , TRANSFORMERS SHALL BE PROVIDED BY CON ED & CONNECTED TO SECONDARY CONDUCTORS BY ELEC. CONTR. 1 9• SITE OSITA77ON - PRIOR TO SUBMITTING A BID FOR HIS WORK,THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO INSPECT THE NATURE & EXTENT OF THE 1-8. ELEC. CONTR. SHALL FURNISH ALL TERMINATION ITEMS AS RQD. EXISTING CONDITIONS & EQUIPMENLAND DETERMINE HOW THEY WILL AFFECT THE BY CON -ED - CONSULT CON -ED, FOR ALL NECESSARY RQMTS. INSTALLATION OF ELECTRICAL WORK:NO ADDITIONAL PAYMENT IN EXCESS OF THE CONTRACT PRICE WILL BE AUTHORIZED FOR "EXTRA" WORK PERFORMED DUE TO EXISTING CONDITIONS WHICH ARE OBVIOUS UPON INSPECTION. .' 10. BX CABLE - ARMORED CABLE, BX CABLE IS - ACCEPTABLE ON THIS PROJECT & MAY BE USED AS APPROVED BY NEC. WHERE RUN CONCEALED IN WALLS ABOVE CEILINGS OR IN BASEMENTS .� 11. ALUMINUM MRING IS NOT ACCEPTABLE ON THIS PROJECT, i 12. ALL EQUIPMENT & DEVICES .SHALL BE NEW & BEAR U.L. LABELALL DEVICES SHALL » BE SPECIFICATION GRADE. ,%'`�P -- • . I 13. WORKMANSHIP: - ONLY THE BEST IN WORKMANSHIP IN ACCORDANCE IMTH PRESENT .STANDARDS iMLL BE ACGEPTABLE:ANY .WORK INSTALLED dr .ADJUDGED BY THE � ENGINEER TO BE BELOW STANDARDS SHALL BE TAKEN OUT AND REPLACED WITH + PROPERLY DONE WORK AT CONTRACTORS EXPENSE 'l FcO j ^j «.1 S { t; 14r 4 I ' G ArI L 4r, . i I A- . J t( 1 'TY ,A J ELECTRICAL S'KMr3DL. LIST' SYMBOL DESCRIPTION � gip✓ �.. FLUORESCENT LIGHTING FIXTURE ( CEILING MOUNTED LIGHTING FIXTURE l _ ._ WALL MOUNTED LIGHTING FIXTURE ` 11 -r -T qr 6. ft 4 1�- 1S ��YM RECESSED LIGHTING FIXTURE ns aCN do lnSRtlment Of ILLUMINATED EXIT SIGN S SINGLE POLE SWITCH 1201277V 48" AFFS3 tect. infringements will THREE THREE WAY SWITCH 1201277V 480AFF S4. FOUR WAY SWITCH 1201277V 48 -AFF SP SPST SWITCH & PILOT LIGHT, 480AFF Stt SPST SW. W , THERMAL OVER LOAD PROTEC77ON _ DUPLEX CONVENIENCE RECEPTACLE 18" AFF - HUBBELL #53521 quantity of work. No allowarices DUPLEX RECEPTACLE - MOUNTED ABOVE COUNTER SPECIAL OUTLET TO SUIT EQUIPMENT contractor for anv error or ne- CLOCK OUTLET. 7'& "AFF - HUBBELL #5235 - WALL TELEPHONE OUTLET 18"AFF W.P. WEATHER PROOF = W. C. . WATER 00 7F COOLER I20v, 1� CJ-' DISCONNECT SWITCH MAGNE77C MOTOR STARTER . w. ��/ �rktM tall. MOTOR THERMOSTAT - 48"AFF Q JUNCTION BOX -- SIZE & TYPE AS REQUIRED ! DUPLEX RECEPT. 48"AFF Q FIRE ALARM - MANUAL PULL STATION - 48"AFF FIRE ALARM - HORN/LIGHT COMBINA77ON 7'67AFF % w•7rtD FIRE ALARM - HEAT. DETECTOR f t�lS xFIRE ALARM - 'AUTOMATIC SMOKE DETECTOR F A. C. P. FIRE ALARM :TROL PAWL �145� FLUORESCEk p TURE SEPERATELYi SWIFCNED ALLAST e, �Y/ � - 2�v -�.�c.�'Car� - N�Lc�►, Cktf�t� �'IN l�t+� , DUPLEX OUT r wNTD. AFF- W WALL MOUNTED SMOKE DETECTOR 2 DOUBLE DUPLEX RECEPr E DUPLEX RECEP7 ON EMER. 'CIRCUIT' - HUBBELL #5362RD8 ELECTRICAL FIXTURE SCHEDULE 1 ✓ r r. � gip✓ �.. Le/ (Tctc � 18 .c -G 2 � I N G . �'r V,) / � � OL GARIBALDI PLACE nI- � ln5q- , C.tJ 1 t h i = �: �/ tit.. c , i 1 : v L Tr t M SYN isle l _ ._ {{{ fj j{++^'��['�j �7,y►) } r (�y�/�^�, t$y:�"�. �� (1 C /��/'\. ` y}{/y��p]� jt,,/}{� �j/� jjj/// f/,, ize MT ; � � \ii1J i"`� i •" �,°# - "-' �f� � Y 4" YV )'V'.., ) 9 k;{1 {+ , \ 1� .L� j � T/ j ♦ t ` 11 -r -T qr 6. ft 4 1�- 1S ��YM ns aCN do lnSRtlment Of {�,��,/\�j -� E1 �1// -�At� ///(ry�J(/n 1 = W - �v1, tect. infringements will V' 4 >r shall verify all field s arid. dimensions and s y V6l/ {L -# 2.1 f �1 0 9 pct" AFF, �+ t�.. quantity of work. No allowarices contractor for anv error or ne- INI1l. '-T� a*fz„� - l2"1CImT�'' X69 WAWo,e, Scale 1/4' �•► Gl t �,` 1 W t�N A - a DrawlngBy . w. ��/ �rktM tall. ,+tr l r f/Y'"[ i " fp' y - jr F � 49", ! eO4-, -TA i/T % w•7rtD f t�lS # �5� Stk_"0. L e_ r -r �titR lj , i Sot" 5 O �. �145� # �� �Y/ � - 2�v -�.�c.�'Car� - N�Lc�►, Cktf�t� �'IN l�t+� , 17 A 1 i l M .. G% l L.11 N � ,.. C 44m o`. `V V �� f `� iE \R * \Y M KT_ ') / p 4 }Z M �^ E y f -A . l 4 s..�►r -,rd"W i `41�a{..� }!'�. ��r: �" 1"" : C..�^ r - L...i� S �. 1'K� V `G4✓ iL 1 ✓ r r. � gip✓ �.. COMMUNITY.�tCENTER GARIBALDI PLACE RYE BROOK, N.Y. �► •,, r BASEMEXT, I ns aCN do lnSRtlment Of r tect. infringements will rAA .r >r shall verify all field s arid. dimensions and s y nsible for field fit and quantity of work. No allowarices shall be made in behalf of the contractor for anv error or ne- glect on his part. Scale 1/4' Project No. 9038 Drawing No. ;i ALBERT MOORE& 65 Pondf ield Road Bronxviile , New York. 10708 914- 7_79-40-07-1 Project Title ANTHONY J."I'POSILLIP0. COMMUNITY.�tCENTER GARIBALDI PLACE RYE BROOK, N.Y. Drauving Title BASEMEXT, I ns aCN do lnSRtlment Of d are the proem' c)f tect. infringements will ;i ALBERT MOORE& 65 Pondf ield Road Bronxviile , New York. 10708 914- 7_79-40-07-1 Project Title ANTHONY J."I'POSILLIP0. COMMUNITY.�tCENTER GARIBALDI PLACE RYE BROOK, N.Y. 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N,�� � I I I BE INSULATED WITH 1 -1/24 POUND DENSITY 7 THICK FIBER GLASS WITH I I � I ,HEATM�COIL * HC -1 1 Hio-2 , mc- , I , �, : , W-4 .��,,t , AIC:AR, CWT046 !�,, � -SPEOFICATION8 . I � � I �, �s , ,,�, ,!�� I I - I . I I - I - . - I . 11 I I � I 11 11 I � , .1 I I VINYL VAPOR BARRIER AND 2- PRESSURE SENSITIVE TAPE (APPLIED'AT ALL I , , I �,4, I I I �,�: " , Al . " � I . * HANDLING UNIT: AC -1 I AC -2 � 1 -74: 1 � 1. GE 1%, 1� I I I 6 I I'll, I ,�. � , �I I I I "I t � - _ � I I I A043, AQ , , " a " P ;,,,,,,.� , - I � I _ u ��`. , , SE" AFTER INSULATION IS STAKED IN PLACE) SHALL BE USED. I , " t " %.,, �, -, w t", I 1, , . I - , , � i 'I' "i" � " I � , I , , � . � I " , " I � TZ � I . , I '. EIAT 52,5 DEGS 52.5 DEG$ ,5z_5 " nil�w 1 .4 .NE � I I I - I I . 1. 4 i '' ' � SH�U,, *RY� , - SECTION . I , , , , , . 1, � I I I -11 11, I I '.0"TIONS.,JE M � . � (ENTERING AIR TEW) " " I ., I ,'-' " ' T _ �,� . I . � I I I- I I I ' � � � � I I � , �. . - I ' ' " 11 % � I I I , 0 , T+f, - � e A,,,,' , APAILMLE N ' , t�' i!,4 41.9 DW . - , . I . � . - , ' 'i ll!,'� 11 . 11 l',,, 1� , F ,:� ' AS, 1: , ��, I . ' � ,�� � VOIlk -, VAITT fa I . , I , I I 11 ,,, :_ - . ,,,-, � , � ,� I . LAT, * , 78.8 0EGS 78.7 I:M � ", I I N�' . " � _� I I . I I W.0 � I I ,. , f4' � - , t 11 � I I . I I I I I I � - . lll�l 11 � I I I I 't I . . �l , . �_, '11� " �Ill "I 11 _,�' � I . I - � � . . � . "I �� ��,'�, , v 'I , �11 , I I I I . � I . � � I I � - I � � " .1,11 �, I I I I - " '�,� _ , ,,, I I I -, I , ,, � '1�1, f . , TH " � I � � I * I I " - ?, I , I , M� OF , E'ARCHII�ECT'�.,,! ,� � �, ."- HOT WATER PIPING; . (LEAVING AIR TEMP) " �,��:,,� , �: - I � . I , , ,� " .� ; , " 11, 1, 1, I I I I I I � ,; - I * - o"'! i t�, � i ,,�,%,�K"Il: , __� - � , a', , I I I t I I . 1, I . 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Gtt EGTIGhI ��Atil All fF' vp lo e5w9R � IVO T�i5, MNN tta M419F �pP v \NATSfZ. "sU .Y CO, m �j ARC INTERNATIONAL ASSOCIATES I JC { 79 LAKESaF. DRIVE - RIDGEFIELD, CT. 06877 - USA - 203-438-0269 FACS E -203-438-7275 j ARCWTECTS ENGINEERS MASTER PLANNERS lye "it f PROFESSIONAL SEAL 1 - (- 1 I •�/."J..}...{{[f ///,/fj�(///J��j '�{y�//•/jy�/� f//� {//JJ/\( 114' = 1'-0" • i r i KEY PLAN i I ; s , I Fire Protection System i Indicating and Alarm System This consists of flow switches and tamper indicating switches which are to be annunciated The Contractor shall install a complete sprinkler system in as remote panel near the main entrance in a;location from the connection of the water line at a point directed by the ArchitectTamper switches shall be immediately. inside the building. This shall incorporate a P fire department Milwaukee.Valve Co. - BB -SC. Flow switches shall be Potter i p, pumping connection, piping, valves and Model VSR-D or VSR-S according to pipe size. Furnish THESE PLANS ARE AN-NSTRLMENTOF { specialties as indicated or required. SERVICE AND ARE THE PROPERTY OF THE connection point for the alarm to be transmitted to the ARCHTECT NFRNCfIuENTS Mi BE fire department and a security organization as or applicable. PRBC � PP i Include .in the bid three (3) fire alarm pull stations with Codes and Standards CONTRACTOR SHALL VERIFY ALL FE.D horrr and strobe light; mount these as directed and CONDITIONS AND ptENSIONS AND BE RESPONSIBLE FOR FELD FIT AND QUANTITY incorporate into annunciator panel. The installation shall comply with National Fire Protection OF NIOR}C P!0 ALLOWANCES SHALL BE Association - Publication 13 and all other applicable codes Guarantee and Test: MADE N BEHALF OF THE CONTRACTOR and ordinances. FOR ANY ERROR OR NEGLECT ON HIS PART. Include the necessary inspections and tests for one year 3 Shoff Drawings after the building is accepted for the use 'and benefit of the owner, PROJECT TITLE_ Contractor shall make shop drawings .indicating .and incorporating any deviation from the plans and shall prepare hydraulic calculations based upon the proposed __.• installation. This documentation shall be submitted in triplicate to the Architect who will return one copy (as i ,CM CENTER approved) to tiie Contractor. This shall then be the basis GARIBALDI PLACE ` for review and approval from the Fire .Marshal. Upon this } approval the required construction permits shall be � obtained from all .authorities having jurisdiction. RYE BROOK,' N.Y. f DRAWING TITLE Specialties: t Backflow Preventer: Shall be AMES (or approved equal) _ I Model 3000 DCDA Double Check Detector Assembly with0:�� by-pass consisting of A meter registering flow in cubic _.~t FLO ' feet. F1 RE �c 4 Water Flow Alarm shall be Viking Model G-1 -Water Motor I Alarm Sprinklers shall be as follows: ARCHITECT -ENGINEER : CHECKED - Pendent. Concealed; : Viking Model A. - Sidewall :(21LVNi.. F•R.( t x2d X 0, PSL i"✓t1fl SIGNER SCALE i - Pendent Exposed : Viking Model M. - DISK NO:: DATE OF ISSUE D2_10tIII, Nip ill llp}'J PROJECT NO:: CAD REF. NO. . v. DRAWING NO . REV. i FP '2" ------ g1l gg-Jul-I 11, SIXI , r d — a 1 I I �j ARC INTERNATIONAL ASSOCIATES I JC { 79 LAKESaF. DRIVE - RIDGEFIELD, CT. 06877 - USA - 203-438-0269 FACS E -203-438-7275 j ARCWTECTS ENGINEERS MASTER PLANNERS lye "it f PROFESSIONAL SEAL 1 - (- 1 I •�/."J..}...{{[f ///,/fj�(///J��j '�{y�//•/jy�/� f//� {//JJ/\( 114' = 1'-0" • i r i KEY PLAN i I ; s , I Fire Protection System i Indicating and Alarm System This consists of flow switches and tamper indicating switches which are to be annunciated The Contractor shall install a complete sprinkler system in as remote panel near the main entrance in a;location from the connection of the water line at a point directed by the ArchitectTamper switches shall be immediately. inside the building. This shall incorporate a P fire department Milwaukee.Valve Co. - BB -SC. Flow switches shall be Potter i p, pumping connection, piping, valves and Model VSR-D or VSR-S according to pipe size. Furnish THESE PLANS ARE AN-NSTRLMENTOF { specialties as indicated or required. SERVICE AND ARE THE PROPERTY OF THE connection point for the alarm to be transmitted to the ARCHTECT NFRNCfIuENTS Mi BE fire department and a security organization as or applicable. PRBC � PP i Include .in the bid three (3) fire alarm pull stations with Codes and Standards CONTRACTOR SHALL VERIFY ALL FE.D horrr and strobe light; mount these as directed and CONDITIONS AND ptENSIONS AND BE RESPONSIBLE FOR FELD FIT AND QUANTITY incorporate into annunciator panel. The installation shall comply with National Fire Protection OF NIOR}C P!0 ALLOWANCES SHALL BE Association - Publication 13 and all other applicable codes Guarantee and Test: MADE N BEHALF OF THE CONTRACTOR and ordinances. FOR ANY ERROR OR NEGLECT ON HIS PART. Include the necessary inspections and tests for one year 3 Shoff Drawings after the building is accepted for the use 'and benefit of the owner, PROJECT TITLE_ Contractor shall make shop drawings .indicating .and incorporating any deviation from the plans and shall prepare hydraulic calculations based upon the proposed __.• installation. This documentation shall be submitted in triplicate to the Architect who will return one copy (as i ,CM CENTER approved) to tiie Contractor. This shall then be the basis GARIBALDI PLACE ` for review and approval from the Fire .Marshal. Upon this } approval the required construction permits shall be � obtained from all .authorities having jurisdiction. RYE BROOK,' N.Y. f DRAWING TITLE Specialties: t Backflow Preventer: Shall be AMES (or approved equal) _ I Model 3000 DCDA Double Check Detector Assembly with0:�� by-pass consisting of A meter registering flow in cubic _.~t FLO ' feet. F1 RE �c 4 Water Flow Alarm shall be Viking Model G-1 -Water Motor I Alarm Sprinklers shall be as follows: ARCHITECT -ENGINEER : CHECKED - Pendent. Concealed; : Viking Model A. - Sidewall :(21LVNi.. F•R.( t x2d X 0, PSL i"✓t1fl SIGNER SCALE i - Pendent Exposed : Viking Model M. - DISK NO:: DATE OF ISSUE D2_10tIII, Nip ill llp}'J PROJECT NO:: CAD REF. NO. . v. DRAWING NO . REV. i FP '2" ------ g1l gg-Jul-I 11, SIXI , r d INM � ► a$a ar: Ii► ► ► alraair:► a yr:►iii :r1 E @ 'J. :_I ►�a �'�si=l►1 s1 :►! ® ® a :lei `r ills 'ate tii,7! r::� �i►» :r ► 1. I:tl Ir ta= ti t®„� : I�!► : I .t air r: Itr: •► als ■i �1 � : tl Is : ` � ► � :.o a' ?r : ► ! : �/` : �a +� t /�a h':�► tf�.r' . a, tis I. i : I t i ti Ir! �; I b `�• E, = d � r Ia [t a �. ` : =�!►. ` �i� Vii= !• w t t +X : I�. „ -, r � ®, (t :. ��' ai�,u a :.�t ,1�, I. "` i7 /'<`@'t�+. t! Is i . I �i I. r i I ► s . � t� �i Ia"". i t m !1 : ► ii i sri ►. alae , s ` aa' : ► t tr i Its �t !ata► tial► ►P i d t W. Ii t i tt�*r►:I, ` ► Ilia 11 I■ to ®:@ : I:. : I I s: :►t �► r: •` i �t aty!► :it i A ► ! t •I t► I®( tlr 1i. ti ® Vol.►R I1 W, ►Aa M ia1 tle:i .%R+ :.►= : !e 1 I e: ®a:il@t2►. :►' tri �^ �, #Ial Xi I. :tt :►t : I. tt t, :R' t Ii a: I� i �1.:i=7 t t� Iti ► ► . �! 'i tT I ,, : ► Is1 3t,'i . t 8ta : r ani : i ! n : a.,ll : _ ► • / .75. M a • i.ir-W%Oov E ads RAc*fWwer - ALBERT MWRE & I '`ice® . 65 Pondfield Road BronxVille , New York 10708 914.779.1007 i Eye» i0" i .ALTERNATE #1 Alternate #1 Notes The contractor is required to submit with the Base Bid a separate price for ALTERNATE #1 described as ,f ollows: Eliminate Concrete Unit Masonry foundation walls and crawl space Substitute Full basement with 411 concrete slab and Reinforced Concrete foundation walls, concrete stair and area way with drain, first floor steel framing system, HVAC modifications and all other items associated with such. SEE DRAWINGS LABELED ALTERNATE #1 FOR DETAILS FANTHONY Title J POSILLIPO MUNITY CANTER GARIBALDI PLACE RYE BROOK NY Drawing; Title t ALTERNATE 1. ARCH1TECTURALS These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. Contractor shall verify all field conditions and dimensions and be responsible for field fit and quantity of work. No allowances shall be made in behalf of the - contractor for any error or ne- glect on his part. Scale ~rte �V Project No. 100,4N Drawing No. Date ALTERNATE t„ �, 4 ����• t� �„►'' Drawing; By A-om Checked ByAOM ,i f iIQ- 04P 12,1 1 lo �- � ����� TTik�.t, � ��/int. .� #' �x lD , IN �G►��+ � s v. . ._ .. �p 1�`" �"� � G;:! VOL, �ANv F 17 --'7 b4- e-1) ATT W./�" I T�r'ic.. �V �vx22f /Q "" V✓M _ _ ,�+ L/" t✓ - ) r R•! I`Cr---� _ s _ _ _ _ x �� , ��.s E - { zqF c� v , _� -- i NLS !C`t,-1 'P ( i I. 2- _ _ _ --107— iL I 'TIC."%�% w ! _� l\!, �.- R�NWk.► tit � I � � � RE # s �4' � $ !j`�.t�#rY � G6✓ �'�Y i s"i�+,� �•S-"� "'` .. 3 � ' i i,}�°'r� � :r 4 V t`� r G'"' j , r�tLLp Iry 2Ila } 'GxZxl�j1. t 4 Project Title ANTHONY J POSILLIPO COMMUNITY CENTER.` GARIBALDI PLACE RYE BROOK,NY Drawing Title ALTERNATE # 2 ARCHITECTURAL,S These plans are an instrument of service and are the property of the architect. Infringements will be prosecuted. G Contractor shall verify all field conditions and dimensions and he responsible for field fit and quantity of work. No allowances shall be made in, behalf of the contractor for any error or ne- glect on his part. Scale s`.d Project No. Cfo;jf, Drawing No. Date 2' ( ALTERNATE A. 1, ALT Drawing By,, Checked- By�vm .>>> .. , .. ,, , ,_ .� ;k ,. , .., ,:� :� r . ,.,. , ,_ �,. >; ,: �.,: �. ,. _, ; _ �,� _.. �.. , _..,. ....« . r. .,_ x� .. .r. -. .. .w ,_ ,. HeAVEF-� ) 4 " Ic 6fe_ WIvi�DO Te, V" A ,- 1 17- 0 4"- -9 Wj C, A dddb "WPM WNW wpm 7 to' �'Ut� W1`22' Ft;flv" )L 61 L A 7 licoor _j i Z V > J Al < i /' f A V T 17 L/I ;ZM General Notes - Structural Ronfing Truss %a ilt Fie, 1.0 DESCRIPTION section of the specifications L 6 Bracing - All Trusses must be securely braced both during 1.1 The -work under thiserection and after permanent installation in a building Fr includes all labor, materials equipment and services -qor- CFT[ol,A c necessary to install all Roofing Trusses,. Lateral in accordance with Bracing Wood Trusses: Commentary and and Diagonal Bracing, steel hangars, plates necessary Recommendations �BWT-76) as published by the Truss Plate •eU (L4DI �-V, tural.roofing Institute. Erection bracing shall hold trusses straight for the construction of the basic strUc e and plumb and in safe condition until decking and prmanent truss frame. NI 1.2 Roofing Truss will be as fabricated by Farroh Roof Truss truss lateral and diagonal bracing has been fastened forming Ct Ef5AM Authorized Alpine Truss structurally sound roof framing system., All erection and Co., Inc, North Dakota or Other o1A I.V -v Manufacturer in accordance with designs prepared by Alpine permanent bracing shall be installed and all trusses permanently RAFTE+Z, 411-- W_ Engineered Products, Inc. �L 2. �w gyp' -t l t cx � t ►� i fastened -before application of any loads. Permanent structural Nc--, 0 C, cross bracing to ensure overall rigidity of the roof system / 1DCE Engineering drawings conforming with the following design shall be in accordance with the architectural and engineering C., -HIPP1-1f:)1"T) load . s shall be submitted for approval to the Architect and plans for the building structure.' See truss design drawings x G 1 FIZZki iz CC_j___ Engineer for review prior t9 fabrication. The drawings shallr for any a(dditional special bracing requirements. Materials bear the sealofa Registered Professional Engineer. used in bracing are to be furnished by the erection contractor. .0 Fire Resistance Rated Assembly with the Structural Roof Truss Live Load .60 PSF ia___r_equired_.to_ meet Uniform Building Code requirements for a 7osllc, eA4u cei&ie" Top Cord Dead Load 15 PSF 1 Hour Fire Rated Roof. IcE�II6,N • Bottom Cord Dead Load 15?SF Total Load 90 PSF �Z 111.3, Design Standards shall conform with the applicable provisions of the National Design Specification for Wood Construction e-eNN95�T� PeTAi(iIiIl� Latest Edition, published by the National Forest Products Association, and the Design Specification for Metal Plate Connected Wood Trusses Latest Edition, published by the Truss Plate Institute. 1.4 Connector Plates shall be a minimum thickness of .036" and shall be manufactured from steel meeting the requirements of ASTM A446 Grade A or higher, and shall be hot dip galvanized accordifig to ASTM A525, Coating Designation G60. i i.5 Quality Control shall be tite responsibility of the General Con -tractor and the Truss Manufacturer. Lumber defects such as wane or knots occurring in the connector plate area must not affect more than ten Tuir,:4d plate area or number of effective member. Connector plp4- russ at. each Joint the platy woo- ill ALBS rT MOORE & A S S 0 C I A T E S 65 Pondfield Road Bronxville , New York 10708 914- 7 79-10 () 7 HIC ANTHONY J.. POSILLIPO'' COMMUNITY - CENTER GARIBALDI PLACE RYE BROOK, N.Y. T) CN ,xv,,0F FRAMING PLAN These planN are an instrument of m-i-6(r and are the propertN of the are hue( I Infringements will he Inoue used Coll(Im (ol Shall VrTif%. all field , ondilions and donvll%loln and he lespomthle to[ field 1-11 and quantm of woik No allowan(v� %11,411 he 111.1de III hellalf of the (ollli-allol lot 111\ el-Tol (if fic gle(t on hl', hall Scale Pi-oJect No. .9038 D1-t1\\-ing No. Date Z Dria"'ilIg Bv S-103 W Checked BN-