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Home My WebLink AboutAddition Plans 1998-7-310 U1 I NIL I - APPROVED 9RCHITECIURAL BOARD Of REVIEW VILLAGE OF RYE BROOK C I 11D ]I 100pp, at Cli-e t Architecit M* E9 P9 Structur-al Re The Hi* Ili* Gr RI.G. Vanderwe,*1 P S S Dora Hotel s orts er oup 90 Park Avenue, 28th Floor 500 Alexander Park, CN -23 500 Alexander Park 67A Mountain Boulevard Extension New York, NY 100 16 Princeton,' NJ 08543-0023 Princeton, NJ 08543-6307 Warren, NJ 07059 Phone: (212) 557 3300 Phone, (609) 452 8888 Phone: (609) 987 1144 Phone,o (732) 560 9700, 0 -9879292 Fax: Fax: 212) 557 3410 Fax: (609) 452 8332 Faxo (609) .(732) 560,9768 MCadd_INProjectsNprojectr,\3924_Arrowwood\OCk_CADD\Ptots—HotelXCOVE R-1 00CQ_Hwnd Wed Sep 16 09-.47:07 1998 'k, 0 U1 I NIL I - APPROVED 9RCHITECIURAL BOARD Of REVIEW VILLAGE OF RYE BROOK C I 11D ]I 100pp, at Cli-e t Architecit M* E9 P9 Structur-al Re The Hi* Ili* Gr RI.G. Vanderwe,*1 P S S Dora Hotel s orts er oup 90 Park Avenue, 28th Floor 500 Alexander Park, CN -23 500 Alexander Park 67A Mountain Boulevard Extension New York, NY 100 16 Princeton,' NJ 08543-0023 Princeton, NJ 08543-6307 Warren, NJ 07059 Phone: (212) 557 3300 Phone, (609) 452 8888 Phone: (609) 987 1144 Phone,o (732) 560 9700, 0 -9879292 Fax: Fax: 212) 557 3410 Fax: (609) 452 8332 Faxo (609) .(732) 560,9768 MCadd_INProjectsNprojectr,\3924_Arrowwood\OCk_CADD\Ptots—HotelXCOVE R-1 00CQ_Hwnd Wed Sep 16 09-.47:07 1998 AB ANCHORBOLT Ci CONTROL JOINT E EAST ACOUS ACOUSTICAL CL CLOSET EA EACH ACT ACOUSTICAL TILE CLG CEILING EDP ELECTRONIC DATA PROCESSOR AD ACCESSDOOR CIL CONTRACT LIMIT LINE EF EXHAUST FAN AD AREA DRAIN CLR CLEAR EIFS EXTERIOR INSUL, & FINISH SYSTEM ADDL ADDITIONAL CM CONSTRUCTION MANAGER EJ EXPANSION JOINT ADJ ADJUSTABLE, ADJACENT CMU CONCRETE MASONRY UNIT EL ELEVATION A/E ARCHITECT/ENGINEER COL COLUMN ELEC ELECTRICAL AFF ABOVE FINISHED FLOOR COMP COMPRESSIBLE FLEV ELEVATOR AHU AIR HANDLING UNIT CONC CONCRETE EMER EMERGENCY ALUM ALUMINUM CONN CONNECTION ENCL ENCLOSURE ANOD ANODIZED CONSTR CONSTRUCTION ENGR ENGINEER(ING) APC ACOUSTICAL PANEL CEILING CONT CONTINUOUS ENTR ENTRANCE APPX APPROXIMATE CONTR CONTRACTOR EP EPDXY PAINTED ARCH ARCHITECTURAL (OR ARCHITECT) CO CLEANOUT FPDM ETHYLENE PROPYLENE ASPH ASPHALT CORR CORRIDOR Mo DIENE M ONOM ER PREFIN PREFINISHED CPT CARPET EQ EQUAL BC BRICK COURSE CS CAST STONE EQUIP EQUIPMENT BD BOARD ' CSMT CASEMENT EWC ELECTRIC WATER COOLER BF BARRIER FREE CT CERAMIC TILE EXST EXISTING BITUM BITUMINOUS CTSK COUNTERSUNK EXP EXPOSED BLDG BUILDING CU CUBIC EXT EXTERIOR BLK BLOCK CUH CABINET UNIT HEATER EY.TR EXTRUDED, EXTRUSION BLKG BLOCKING JT JOINT WSCT WAINSCOT BM BEAM D DEEP, DEPTH FE FIRE EXTINGUISHER BM BENCH MARK DBL DOUBLE FEC FIRE EXTINGUUISHER CABINET BO BYOTHERS DEPT DEPARTMENT FHC FIRE HOSE CABINET BOT BOTTOM DET DETAIL FEIEIC FIRE HOSE AND BRK BRICK DF DRINKING FOUNTAIN EXTINGUISHER CABINET BTU BRITISH THERMAL UNIT DH DOUBLE HUNG FIN FINISH BUR BUILT-UP ROOFING DIA DIAMETER FIXT FIXTURE E 2.2 RD DIM DIMENSION FLR FLOOR, FLOORING C CENTER DK DARK FLUOR FLUORESCENT CAB CABINET DL DEAD LOAD FOW FACE OF WALL CAV CAVITY DMPF DAMPPROOFING FPRF FIREPROOFING CB CATCH BASIN DN DOWN FRT FIRE RETARDANT TREATED CCTV CLOSED CIRCUIT TELEVISION DS DOWNSPOUT FS FULL SIZE CD CRITICAL DIMENSIONS DSP DRY STANDPIPE FS FAR SIDE CEM CEMENT, CEMENTITIOUS DVVG DRAWING FSP FIRE STANDPIPE CFMF COLD FORM ED M ET AL FRAM ING DWR DRAWER FT FOOT OR FEET ROW RIGHT OF WAY FTG FOOTING FTR FIN TUBE RADIATION L LONG, LENGTH FURR FURRING LAB LABORATORY FUT FUTURE LAM LAMINATE OPP OPPOSITE 1AV LAVATORY GA GAGE LIN LINEAR GALV GALVANIZED LKR LOCKER GL GLASS LL LIVE LOAD GND GROUND LP LOW POINT GR GRADE IT LIGHT GYP GYPSUM LVR LOUVER H HIGH MANUF MANUFACTURER HB HOSE BIBB MAS MASONRY HC HANDICAPPED MAX MAXIMUM HD HEAD MC MEDICINE CABINET HDWE HARDWARE MECH MECHANICAL HM HOLLOW METAL SPKLR SPRINKLER HO HOLD OPEN MEMB MEMBRANE SQ SQUARE MEP MECHANICAL, ELECTRICAL, HORIZ HORIZONTAL SST & PLUMBING HP HIGH POINT PR PAIR HR HOUR MR MANHOLE HT HEIGHT MIN MINIMUM HVAC HEATING, VENTILATING & MISC MISCELLANEOUS STD AIR CONDITIONING Mo MASONRYOPENING PREFIN PREFINISHED MID MOUNTED ID INSIDE DIAMETER, MTG MOUNTING STOR INSIDE DIMENSION MTL METAL IND INDICATED MULL MULLION INSUL INSULATION N NORTH INT INTERIOR NIC NOT IN CONTACT INV INVERT NO NUMBER fps IRON PIPE SIZE NOM NOMINAL S YMM SYMMETRICAL NPS NOMINAL PIPE SIZE JAN JANITOR NS NEAR SIDE, ic JANITOR'S CLOSET NIS NOT TO SCALE JT JOINT WSCT WAINSCOT JST JOIST OA OVERALL JCT JUNCTION OC ON CENTER TC TOP OF CONCRETE, CURB OD OUTSIDE DIAMETER, IGT KITCHEN Sections / Details OUTSIDE DIMENSION WTRPRF WATERPROOFING ORD OVERFLOW ROOF DRAIN TEL TELEPHONE OFF OFFICE OH OVERHEAD S SOUTH u UNDERCUT OPNG OPENING SC SOLID CORE UH UNIT HEATER OPP OPPOSITE SCHED SCHEDULE UL UNDERWRITERS LABORATORIES P2.4 SECT SECTION UNFIN UNFINISHED P PAINT SH SHEET UON UNLESS OTHERWISE NOTED PART PARTIAL SHF SHELF UR URINAL PBD PARTICLE BOARD SHR SHOWER Plumbing - D eta ils A 3.0 3 PERF PERFORATED Sim SIMILAR VCT VINYL COMPOSITION TILE PL PLATE SP SINGLE PLY MEMBRANE ROOFING VERT VERTICAL PLAM PLASTIC LAMINATE SPEC SPECIFICATIONS VEST VESTIBULE PIAS PLASTER SPKLR SPRINKLER VIF VERIFY IN FIELD PLBG PLUMBING SQ SQUARE VN VENEER PLWD PLYWOOD SST STAINLESS STEEL VR VAPOR RETARDER PR PAIR STA STATION VTR VENT THROUGH ROOF PRCST PRECAST STC SOUND TRANSMISSION CLASS VT VINYL TILE PREFAB PREFABRICATED STD STANDARD STRUCTURAL D R A W IN GS' PREFIN PREFINISHED STL STEEL W WEST, WIDE, WIDTH PSF POUNDSPERSQUAREFOOT STOR STORAGE W/ WITH PSI POUNDS PER SQUARE INCH STRUCT STRUCTURAL NV/O WITHOUT PT POINT SURF SURFACE WC WATER CLOSET PTD PAINTED SUSP SUSPENDED WD WOOD PTN PARTITION S YMM SYMMETRICAL WNDW WINDOW HVAC 4 Level Plan H 2.5 WP WORKING POINT PVC POLYVINYL CHLORIDE HVAC Roof Plan S4.2 WSCT WAINSCOT PVF POLYVINYLIDINE FLUOROPOLYMER T TREAD S5.2 Typical Details H 5.1 TC TOP OF CONCRETE, CURB WT WEIGHT HVAC Details S6.4 Sections / Details WTRPRF WATERPROOFING QT QUARRY TILE TEL TELEPHONE WWF WELDED WIRE FABRIC HVAC Controls S5.7 TER TERRAZZO S5.8 R RISER TFO TENANT FIT OUT SYMBOLS USED AS ABBREVIATIONS RAD RADIUS T&B TOP & BOTTOM E 2.2 RD ROOF DRAIN T&G TONGUE & GROOVE & AND RECT RECTANGLE TH THICK(NESS) -4 ANGLE REF REFERENCE TKBD TACKBOARD @ AT REFR REFRIGERATOR TMPD TEMPERED CL CENTERLINE REINF REINFORCE(D)(ING)(M ENT) TO TOP OF 0 DIAMETER OR ROUND REQD REQUIRED TSL TOP OF SLAB # POUND OR NUMBER RESH, RESILIENT TST TOP OF STEEL E le ctr ic a I Panel Schedules OF RM ROOM TW TOP OF WALL RO ROUGH OPENING TYP TYPICAL ROW RIGHT OF WAY RWC RAIN WATER CONDUCTOR L I*s t < 6 wmmimm Revisions ' - ____ - I No. I DaleTD-S-10tion 2 REVISION COLUMN LINES WORKING POINT OR DATUM -EXISTING CONTOUR �NEW CONTOUR TOILET ACCESSORY TYPE' +75.2 EXISTING SPOT ELEV CONFRM ROOM NAME NEW SPOT ELEV F3 5-5] &NUMBER PROPERTY/CONTRACT LIMIT/ INTERIOR OR MATCH LINE EXTERIOR WALL MATERIAL DESIGNATION ET AIL 4 X NOTE 20 SECTION REFERENCE REFERENCE RAWING 9 PARTITION TYPE ETAIL # X ELEVATION REFERENCE DRAWING A3,5 MULTIPLE ELEVATION RAWING # 5 A5,1 3 REFERENCE DRAWING # DETAIL # LEVAT ION 9 '\4Z 101 WINDOW TYPE (REFER TO SCHEDULE, DRAWING# DETAIL,ENLARGED jDRAWING9 PLAN, ETC, REFERENCE LOUVER TYPE 0 (REFER TO SCHEDULE, DRAWING # ARCHITECTURAL DRAWINGS PLUMBING DRAWINGS Cover Sheet P1.0 Plumbing -Legend, Symbols and Schedules AO.00 Abbreviations, Plan Symbols, and Drawing List P 2.1 Plumbing -Basement& 2 nd Level Plan rd Leve I P [an AO.01 Site Plan P 2.2 P I u m b i n g -3 & 4tt' AO.02 Hotel Addition Code Analysis and Egress Plans P 2.3 Plumbing _ 5th Level Plan P2.4 Plumbing -Roof Plan A2.01 Basement& 2 nd Level Floor Plan OTO A 2.0 2 3 rd & 4 th Level Floor Plan P 3.1 Plumbing - Part Plan A2.03 5th Level Floor plan P 4.1 Plumbing - Riser Diagram A 2.0 4 Roof Plan P 4.2 Plumbing - Riser Diagram A3.01 A3.02 Elevations Elevations P 5.1 Plumbing - D eta ils A 3.0 3 Elevations A 3.0 4 A3.05 Wall Section Building Section & Wall Section FIRE PROTECTION DRAWINGS A3.06 Wall Section FP1.0 Fire Protection - Notes, Legend, Schedule A4.01 Stair & Elevator Section & Plans F P 2.1 Fire Protection -Basement& 2n d Level Plan A 4.0 2 Enlarged Typical Unit Floor Plan F P 2.2 Fire Protection -3 rd & 4 th Level Plan F P 2.3 Fire Protection _ 5th Level Plan A6.01 Interior Elevations A5.02 Interior Elevations FP4.1 Fire Protection - Riser Diagram A6.01 2nd Level Reflected Ceiling Plan FP5-1 Fire Protection - Details * 6.0 2 3 rd & 4 th Level Reflected Ceiling Plan * 6.0 3 5 th Level Reflected Ceiling Plan STRUCTURAL D R A W IN GS' MECHANICAL DRAWINGS SIA Foundation / Second Floor Framing Plan (PS & S Drawing) H 1.1 HVAC Legend, Symbols and General Notes H 1.2 HVAC Schedules S1.2 2 nd Level Floor Plan S1.3 3 rd & 4 th Level Floor Plan H 2.1 HVAC Basement Level Plan S1.4 5th Level Floor plan H 2.2 HVAC 2 nd Level Plan rd Level Plan S1.5 Roof Plan H 2.3 HVAC 3 th S1.6 Roof Screen Plan & Detail H 2.4 HVAC 4 Level Plan H 2.5 HVAC 5 th Level Plan S4.1 Braced Frame Details H 2.6 HVAC Roof Plan S4.2 Braced Frame Details H 4.1 HVAC Flow Sheet Hot Water & Chilled Water S5.1 Foundation Section (PS & S Drawing) S5.2 Typical Details H 5.1 HVAC Details S5.3 Sections / Details H 5.2 HVAC Details S6.4 Sections / Details S5.5 Sections / Details H 6.1 HVAC Controls S5.6 Sections / Details H 6.2 HVAC Controls S5.7 Details S5.8 ELECTRICAL DRAWINGS S5.9 Details & Notes E1.1 Electrical Legends, Symbols and Schedules S6.1 General Notes & Typical Details (PS & S Drawing) E 2.1 Electrical Basement Level Plan E 2.2 Electrical 2 n d Level Plan E 2.3 Electrical 3 rd Level Plan E 2.4 Electrical 4 th Level Plan '& E 2.5 Electrical 5th Level Plan (Chilled Hot Water) E 2.6 E le c tr ic a I Roof Plan E 3.1 Electrical Part Plans E 4.1 Electrical Riser Diagram E 4.2 Electrical Fire Alarm Riser E 5.1 Electrical Details E 6.1 E le ctric a I Panel Schedules E 6.2 E le ctr ic a I Panel Schedules 0 No. Date Descrotion 01996 THE HLLERGR0UF,1nCFne(*10n,NA __0 N Vi ie r Archtecture Interior Design Planning Landscape ArchtectLre Construction Managernart GrapNc Design The Hillier Group 5MAlearxier Park CN 23 Prin()don� NJ 05543-0023 Tel 609 452 8888 Fax 609 452 8332 Prinodon la,11 N y Kansas City Dallas Sydney f-1711# 5 - OTO _Proielct Dorkti Arrowwood t SheO Title Hotel Addition ABBREVIATIONS PLAN SYMBOLS & DRAWING US I __�Fkqject No. 3924.02 01996 THE HLLERGR0UF,1nCFne(*10n,NA __0 N 00( UNABLE TO LOCATE PHOTO SOURCE WINDOW CP EXISTING GOLF COURSE Cu 73 C�D Ln LLJ C* cn CSD cli cu 00 U) cu cu Ln CY) (A-1 m W 7D PROPOSED NEW PFIZER CONFERENCE CENTER c 00 C" r3 - ca c5;:) cn EXISTING POOL - EXISTING CONFERENCE CENTER FIRE COMMAND CENTER Level B WE 10 EXISTING BUILDING --J/ MANSARD Lu CU 0i nj cn Lij C) Lu Lu Cc (-n o- �—I X CD N csz) C23 00 013 (n Cu Do cu cz cu u ro ('u N N \No ZN% N% N cu -,Z:3 N* cy-) CSD CED CED 01998 VEHLLERGR0UPInc.PrinmtDn,NA J e r: "A 17 01998 VEHLLERGR0UPInc.PrinmtDn,NA J Revisions No. te Deser tion CODE ANALYSIS SYNMIS LEGEND General Code Data 08.28.98 ADDENDUM#1 SYMBIX Building Subcode: New York State Code ALLOWABLE TRAVEL DISTANCE 125 F ECRESSWIDTH 3 20 EMT CAPACrrY M ANnCIPATEDLOAD Official compilation Codes Rules and Regulations of the State of New York, 9 Executive (B) with September 1997 Annotations. B2 2. Use Grou Article 2) __�p Classification: AME ACCESSWAY OR ...... .... Part 701.1 and 701.3.b Group B2 transient occupancy (1) Hotel. ANGLLARY SPACE ...... M Part702.l.a Buildings classified as [B2 occupancies] are not classified on the basis of fire hazard. TRAVEL DISTANCE (R) AND ROUTE OF EXIT ACCESS G V 3. Construction Classification: (Article 2) Type2a ----------- 0_1 07.31.98 FORCONSTRUCTION IR 125 Ft Part 704.1 Type 2- non-combustible construction. 136"11201 No. Date Dosoliption 2 HOUR EIRE RESWANCE RATED GUEST ROOM 2 HR RATED F1W SEPARATION 319 OONSMUCTION Issues A 4. Fire Protection Eguipment: (Article 4) N j IL I BR RATED FIRE SEPARMION 1 HOUR FIRE MISTANCE RATED GUESTROOM Part 742.2.b Fire alarm systems- required CONSTRUCTION GUEST ROOM 301 335 i Part 7413.a.l Fire -and Smoke -detecting systems- required 0 GUEST ROOM )USE Part 742.4.3 Sprinkler systems- required EXTM OF MSTM BUILDING 318 322 ---- - - ---- Part 742.5 Standpipe systems- required 11 - - ------- 30 CA Part 742.6 Smoke detecting alarm devices required GUEST ROOM GUEST ROOM 302 CL. 334 5. Building Area: (Article 2) GUEST ROOM 317 ------- ------ Part 705.3 Height and fire area- general building construction L_j Luj able 11-705 ... for Buildings of Group B2 Occupancy -for GUEST ROOM GUEST ROOM Tau 333 303 OUESTROOM construction type lb -unlimited area to (5) five stories and (60) sixty- five feet high. - - ---------- - -------- ZONE.. i 316 ----- - -- - - - ----------------- --------------------- GUEST ROOM GUEST ROOM GUEST RO GUEST ROOM 326 327 CA 324 325 Floor Floor to Floor ZONE I GSF ZONE 2 GSF 9 MECH� RO 328 Level 5 (El.+303'-10") 81-10, 10440 3011 ------ - ------- GUEST ROOM U 304 1-01, Cn --- ----- Level 4 (El.+295'-O") 9 10,206 2iI949 �w - - I 315 EEPIN END, ARE Level 3 (El.+286-0") 9 _01i. M-206 2�1949 U = 1=1 329 330 f -o" ) I OF Level 2 (El.+277 9 _0" 10,206 2�949 IIJ U 0. . . . . . . . . . . . . . . . . 14 Level B (h1.+268'-0") 9 761 Total Building 44f -W, 41058 12619 36" 120 ------ i- -4- 3 _2 C= =D 6. Length of Exit Access Travel (in feet): from Table 111-735 GUEST ROOM GUESTROOOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST from GUEST ROOM GUESETF&OM 312 311 310 309 308 30P 306 305U 125 From dwelling unit to exit stair EST M 313 6` -) = r - -------- --- --- ----- --- FO 0 OKSuRana Calculations rg ---------------- From Table IV -735 125 Ft STAIR CFD Fb # ZONEI Level Area within Occupancy Load Occupancy Group (125 persons per GSF) ZONE 5 10,440 84 Typical R1206 82 N N BASEMENT EGRESS PLAN 3rd&4thFLOOR EGRESS PLAN Fire Resistance Ratin2s of Structural Members 3 76PM%==MWWMWMM1 r67WW6===dMnWM01 From Table 11-704 0 2 4 10 20 30 0 2 4 10 20 30 For type 2a construction classification as follows: Structural Element Fire Resistance (hours) Exterior: Bearing walls 2 Nonbearing walls 2 .......... or: Interi 2 Fi walls 2 Bearing walls or partitions Partitions enclosing stairways, hoistways, shafts, other vertical 21 openings and corridors Architectwe . ........... Interior Design -A --- -------- Columns,, beams, girders and trusses LandscapeArchitectLre (other than roof trusses): supporting -------- ------ Ir 125 Ft CaWxuctcn 125 Ft Graphic Design 2 36' 120 more than I floor or I floor and a roof I I ........ �UEST ROOM 1 519 The Hillier GroV 24 i 6 n"l 2 0 5MAexander Park CN 23 i PrincelkinI NJ 08500= 219 125 Ft 3 GUESTROOM supporting one floor or a roof /4 3 n 14 3 Tel 609 452 8888 12 Floor construction, including beams --------- e GUEST ROOM Fax 609 452 8332 1 GUEST ROOM 501 GUEST RO 535 om Princeton WEST ROOM 201 EST ROOM Philadelpha 235 518 Roof construction, including purlins, beams SE KEEPD 1 New York 522 Zia 3/3 GUEST ROOM V1111h and roof trusses Clarks Kansas City Dallas _-A -- ------- ------------ U0 A Sydney LO CA 0( I GUEST Oom 0 GUEST I GUEST ROOM ROOM 1 534 502 In buildings not more than three stones in height, with not more thari eight dwelling I GUEST ROOM GUEST ROOM GUEST ROO 517 n C. M 217 CL. 234 202 Oerfificate of Auffmrization units within a fire area, one hour in type I construction, % hour in type 2, 3, and 4 ---------- L -------- construction For corridor exception in all buildings, see section 739.4(d)(7) of this 77777 (".2 �1 4 G < code. GUE__ 3.1 4 503 GUEST ROOM GUEST ROOM 1-- 533 A6 4URST ROOM H/C 51 4 203 GUESTROOM 233 2 21 In buildings of types 2, 3 and 4 construction, more thati three stories in height, the Ll 6 8__ floor of the lowest story and all construction below shall be type 1. ZONE ZONE 2 GUESTROOM GUEST ROO?v GUEST ROOM OU 3/4hoir when separating tenant spaces, and for floor construction over a cellar or 10 r_1 EST OOM CA 1 524 525 526 527 GUEST ROOM GUESTROOl GUEST R GUEST ROO ROOM 224 225 226 basement. 227 5,28 ELEC. R06M GUEST M 933S 228 304 GUESTROOM 3 [�UESTROOM 204 T ROOM — --------- If every part of noncombustible roof truss is more than 15 feet above next floor 215 515 below, protection Of the roof truss is not required- Roof construction shall be of EA C= 530 C= 0 U-=FE41 0 229 23U 0 - noncombustible material, but is not required to have any rating. signetwe TA 125 Ft STAIR jl� Prollessional Uoense No 1136"1120 5' ___ M . � - --------- ------ ----- U.14 4! 0 n GUEST ROOM GUEST ROOM GUESET Room I EST ROOOM (BREAqC,,�REA) GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM 0 506 505 GUEST ROOM GUEST ROOO GUEST ROO GUEST ROOM GUEST ROOM GUEST PDOM GUEST ROO GUESET ROOM 511 510 509 508 507 211 206 205 QUESTROO 212 210 209 208 20 313 Cm UEST R(OM 41=11 = t, i 213 ------- F--- 1441 Doral 0 (D 0 Arrowwooid SheetTile Hotel A tion ZONE ZONE CODE REVIEW we Projed No. N N 3924.02 icale &XdNo. 2nd FLOOR EGRESS PLAN 51-h FLOOR EGRESS PLAN 3t3Z= T -T Aft 2 4 Drawn I JKJZD 0'0Zr 0 2 4 10 20 30 0 2 4 10 20 30 Checked @1998 THE 14LLER GROURInt PrinostonAl 1Cad4_11ProjectsXprojectsX3924 - ArrovvvvoodX00CADDXPIo1os_T raininglIAMOD.wnd Sep 16 08:02:031998 BASEMENT FLOOR PLAN (EL. 2681 -Ott) 0 2 4 10 20 30 7 '-77 7pr07Ct7pfoj,ectsX Wed S�pp 16 08:02:03 1998 LFAMFblk OAP 11, -2N-,D LEVEL MKGTGIHBujm r%W"mm%mmmmdmmmm" 0 2 4 10 20 30 2771 (It'\ [a a Ce �)1998 THE HLLERGR0UPIn4,PrinoBton,NA ADDENDUM #1 F- Archtecttre interior Design =ape Architectme ConsIrtiction Managerrent GrapNc Design The Miller Grotp 500AexarxlerFIarkCN23 Princetm NJ M43 -M Tel 609 452 8888 Fax 609 452 8332 Princeton MP' VZa w varim city 1 Dallas Sydney W4 a rM i i N F Z 7-7 F–I T, i &Mt F F, W. z 9- N Z Lo V. --i �7 Project Dor i Arrow o0J sheetritle, Hotel Addition 2ND LEVEL FLOOR PLAN Project 0. 3924.021 �)1998 THE HLLERGR0UPIn4,PrinoBton,NA m E VA I F&WI N h LEVEL FLOOR PLAN I 0 2 4 10 20 30 (EL ' 286-011) (EL. 295'-0") q4 c9wk 34.--f- 19 @1998 THE HLLERGR0UPjmPr!nceton,NA FOR OONSTRUCTION m ..Ier Pirditectyre Inter !or Design Planning Landscape Arctitectwe Construction Nlanagemt Graphic Design The Hillier Group 500AeKanclerftk CN 23 WincetoR NJ 08543 -OW Tel 609 452 8888 Fax 609 452 8332 Wincelon Lladylta N Ahshirglon Clarls I Kansas City Dallas Sydney We Z i jT*Ft r! Mo ff—, T 1 *7- —1 F� M Projed Doral Ar'rowwooj &*d Tille, Hotel Addition 3rd & 4th LEVEL FLOOR PLAN Rojed No. 3924.02 2W 4 1 @1998 THE HLLERGR0UPjmPr!nceton,NA �%Cadd_I\Projects\projectsk Wed Seo 16 08:02:03 1998 raiMnq\A0XA00.wnd 101 I m 5th LEVEL FLOOR PLAN- fP- '20AI-off (EL. 304 0 2 4 10 20 30 [a [a ce a 0 I , ""i ADDENDUM#1 FOROONSTRUCTION .1. ler A-ctitechre Interior Design l� Manning Landr.cape Architeettre O)n*ucfion Nlanagwent Graphe Design The H "Itier Gr%, CN 23 5WA Princetork NJ 09500023 Tel 609 452 8888 Fax 609 452 8332 Princeton New V"Ihrlg=t clarle S KTsasCity Dallas Sydney , 7 0179 1-77 =#rt Project AI)Ora rroww 0j Sheet Tifle Hotel Addition 5th LEVEL FLOOR PLAN F�djedd —N6.---- 3924.02 01998 THE HLLERGR0URImIYmftn,NA ----------- TY -ID t-11: Pr)r)g: -QrPf=1=K1 00 TOP OF BLI EL. 314'-6" .312'-10" TOP OF ROOF JOISI 00 C) ;�Wk 1998 5th LEVEL tc.T04�--0'4 N 4 UMME WQW,010-911� WIN gowwwo qwArffml�� 0 1 2 5 10 15 TOP OF B1.7e" '--P'EL. 314�-F TOP OF ROl# C) co CD CD CD mlq 5th LEVEL �64V-& 4th LEVEL W -0E. -�9-5 i of I Mmu� AQWWIIMOI� 01998 THE HLLERGR0UP,1ntPtdhftmton,N.. FOR OONSTRUCT ION ier Archtecttre Interior Design Planning Landscape Arctiteckwe Construchon Management Graphic Design The Hillier Group 5MAe(mTJsr Park CN23 Princetor� NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 FTIMSM Philadelphia NewYork ftshirigton Claris Surrnit Kansas City Dallas Sydney Projed 7 Doral ArrowwooJ 0 Sheet Title Hotel Addition ELEVATIONS Project No. 3924.02 1KAU1 A 01998 THE HLLERGR0UP,1ntPtdhftmton,N.. TOP 0? TOP OF ROOF SCREEN im 5th LEV EL. 304!-0 9 a) ilk 4th LEVI EL. 295'-0" C:) 3rd LEV EL. 286!-0" z 00 TOP OF BLK'G EL. 314�-6" ,312!-10" TOP OF ROOFJOIST co 9 b.) C) 9 b) i LEVEL .T04T--06- — - — - 4,,4to LEVEL MAIWIRMII�� 3rd LEVEL EL. 2M-0" 2nd LEVEL EL. 27T-0" 10111111111 W7 EL -268'-o" ENTRANCE L�� XACadc�_1XPrqjects\projectM 'wed Sep 16 M02:03 1998 NEW ADDITION EXISTING BULDING 0 1 2 10 15 TOP OF ROOF SCREEN RevisioFts No. Date Descrotim Al 08.28.98 1 ADDENDUM#1 7.31.98 FOR CONSTRUCTION NO. Date i Descorion Issues ArMecture Interior Design Planning Landscape Architecture Construction Management Graphic Design The Hillier Group 5M Aemyler R?ik CN 23 Princetotj NJ 08543 -OM Tel 609 452 8888 Fax 609 452 8332 Princeton P 'ar N V*lh Claz "11111 Kansas City Dallas Sydney AMME71M 1A signatureamisaw Probssional License No Prqed Doral Arrowwooj SheetTitle Hotel Addition ELEVATIONS Date Project No. 7-31-98 3924. OM2 scale Shed No. Drawn JK/ZD A3,02 ChecW @1998 THE HLLERGR0UPjmWmceton,NA -------------------------------------------------------------- G 0 1 2 5 10 15 -nifikD &C 0AANALT: Qt10C:C:'M 1�2 5 10 115 1;adcI_1XPrqjects\ptojectsV .d Seo 16 08:02:03 1998 co TOP OF BLK'G EL 314'-6" E L. 312'- 10" TOP OF ROOFJOIST (D T- -1 co � � 11 ANTA 41 �Mwlfmffl�l 9 zn =11,11HOW a W, 4." ME I �, I 3rd LEVEL 2nd LEVEL EL. 277!-0" 01998 TI4EHLLERGR0UPInQPdn(aton,NA ADDENDUM#1 FOR CONSTRUCTION ler, Interior Design Plarning Landscape Archtecture C%Y&ucbcn Managernut Graphc Design The Hilr SMA ler CN 23 PrincdoR NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton N72 4 Is, Kmm City Dallas Sydney 7, r, -V. 0 z WIM'"M I "M ? I �M Project Doral I ArrowwooJ Shest Title Hotel Addlition ELEVATIONS W, Aa 1 Project No. 3924.02 01998 TI4EHLLERGR0UPInQPdn(aton,NA I El �,A w�.. ,#it olkot-L ifte�.o a 67YM") LO=. 11 & - — - --------- ........ .. V+-" rep.) 7 #M7 ROVIstong No. I Date Description I I 11,�IAAFOZ- COW-3TVvV-11C44 I Architecture Interipr Design Planning Landscape Architecture Construction f4anagement Graphic Design The G 500 =,,k CN 23 Princeton, NJ 08543-0023 Tel 609 462 8M Fax 609 452 8332 - Princeton IZYdoor Washington Claft Summit Kansas City Dallas Sydney Certificate of ALdhorization 93 SSignmatme afnMWd I Professional Ucense No CQ Pfoject .......... Leye AIN, Ai� :To 7 Shot We Z. P�ate 41 P, t No. it I S I M . d N - o. Drawn Chacw t #M7 ROVIstong No. I Date Description I I 11,�IAAFOZ- COW-3TVvV-11C44 I Architecture Interipr Design Planning Landscape Architecture Construction f4anagement Graphic Design The G 500 =,,k CN 23 Princeton, NJ 08543-0023 Tel 609 462 8M Fax 609 452 8332 - Princeton IZYdoor Washington Claft Summit Kansas City Dallas Sydney Certificate of ALdhorization 93 SSignmatme afnMWd I Professional Ucense No CQ Pfoject .......... Leye AIN, Ai� :To 7 Shot We Z. P�ate 41 P, t No. it I S I M . d N - o. Drawn Chacw �4 x S. z 0 0% i Revisions No. F—Da—te Description I PSAAM Architecture I ntefior Design Planning Landscape Architecture Construction Management Graphic Design The Hillier Group Wo Awtander Park CN 23 Princeton, NJ 08543-=3�� Tel 609 462 8W Fax W9 462 8= Princeton PhiladWla NOWY Washinron Clarks ummit Kansas CRY Dallas Sydney certificate of Authorization EDA Signature and Seal Professional License No Project Sheet Title Ilk Nt ION 'tQ1 VA L' Date Prqect No. Sheet No 1 4 ale pit Drawn Chat led k z 0 0 Revisions No. Date Description Architecture Interior Design Planning Landscape Architecture Construction Management Graphic Design The Hot' G WO Zxarrr'Ark CN 23 Princeton, NJ 08643-=3 Tel 6W 462 8M Fax 6D9 452 SM Princeton Philade his New= Washington Claft Summit Kansas City Dallas Sydney Certificate of Authorization ED,4 CA 93 N Signature and Seal Professional License No Project OzeAL Stleet Va �Tw J, a Date Project No. Scale Shoot No. Dram Ct*cfed 5!-6 3/4" STAIR I - PLAN - 2ND LEVEL 1/411 = 11-011 4A 1 5!-6" 01 .0 77-7711*-��,] - - - - - -- - - -- % _-� 11- V�, 0 F 7! 1". co upe (Y) A I- UP, SLOPE IL A4.01 00 (X) 1/4" PER FT. EL. 273'-0 3/4" 0D EL. 270r-0" EL. 272'-10 1/4" Ile- ------- ---- *- A; -J 21-6#1 3#-8" 1 W-01, 1 W-1 1 4@11 LANDINC; EL. 272'-10 1/4" LANDING EL. 270'-0" STAIR I PLAN LANDING LEV. FL 1/411, = 11-011 ado_IXProjects\projects\3924._Affowwood\00—CADDXPlots—Training\AO\AOO.wnd Wed Sep 16 08:02:03 1998 M [a 11-0 171-0 Fm rr^,n ^T, /'I^ 11N%J gly W1 0 3TAIR 2 - SECTION W1 00 r3 � M. 01 7 5th LEVEL M. 304'-O't C> 3 V-01 4th LEVEL OL '-r EL. 295'-011 r3 A4.01 �11� 3rd LEVEL EL. 286-0 41 2 M. 01 \*Vol*, 2nd LEVEL EL. 277-0" A4.01 LAND fr-�f EL. 273'-0 3/4" ri MW I , I LOWIA I I ire] UP W -A rr A L AIR 2 - PLAN - 5TH LEVEL 1/411 = 11-011 STAIR 2 - PLAN - 3nd & 4th LEVEL 1/4ff — 11-011 STAIR 2 - PLAN - 2ND LEVEL STAIR 2 - PLAN - BASEMENT (F-)2 F-1 ------ ---- F.2 0 w UJ CL �E�L E�V�A T�O�R _R�0 O�F�P LA�N� mw ELEVATOR PLAN -7) 1/411 = 11-011 Revisions N6. : Date Description Al 1 0&28.98 ADDENDUMM 1 1 107.31.98 FORCONSTRUCTION I I Description r -1 Architecture I eriot Design i . =ngP, ape Architechre ConsiructionMenagenvt Graphic Design Q- MAU= u �-� M k, 4 -.111LA Tel 609 452 8888 Fax 609 452 8332 Princeton R ladd a N= = rat.rus= K-Ansas City Dallas Sydney Certificate of Authoirizabion ADoral rrowwooJ SheetTifle Hotel Addition STAIRS & ELEVATOR DETAIL PLAN & SECTION Date Project No. 7-31-98 3924.02 Scale Shed No. 1 1 IN = 1!-U' Drawn J KfZ Dl A4,01 Checked 01998 THE HLLERGR0UP,1nc.Pdnmton,NJ NOTE: IN -ROOM WINDOW TREATMENT IN ROOM: VENDOR: CARPET. VENDOR: VINYL WALLCOVERING: VENDOR: NUN 11 ', F -ATA il Z VA A E E4 'k a A A A Vqr#rj M;A, \ASIOIN RESOURCES C/O RICK LAMONTAGNE ASSOC. P.O. BOX 579 'OTTSVILLE, PA18942 ITEM S2928 WPLL COVERING BREWSTER WALLCOVERING 67 PACELLA PARK DRr\/E RANDOLPH, MA20368 CORRIDOR WALLCOVERING TREATMENTAND CARPETING TO BE SELECTED BYMARYktDONALD - DECORATOR I# \XCadd_1\ProjeCrtS1Pr0jeCtSv. Wed Sep 16 08:02'.03 1998 A IM ENLARGED T'17"F"ICAL HANDICAYUNIT FLOOR PLAN 1/211 = 1 1-011 TYPICAL GUEST ROOM UNIT FLOOR PLAN MIA . . . ADDENDUMM FOR CONSTRUMON ier, Interior Design Plannirg Lanciscape Archtectixe Construction Managarot Graphic Design The Hillier Group 50DAIeKmderParkCNM PrinceloR W 09543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia New York C. lark ryTrit Kinm City Dallas Sydney Projed Dora* Arrowwooi Sheet Title Hotel Addition ENLARGED TYPICAL UNIT FLOOR PLAN Date 7-31-98 i Drawn i JKJZD 01908 THE HLLER GROURInc. PrinotonAl H/C GUEST ROOM ENT. HALL CORRIDOR ENT. HALL GUEST ROOM TYP. INT. ELEVATION. 1/2ff = 11-011 T-YP. 1NT. ELEVATION I /nit 11-011 e%l 10'rAIKI TYP.WA BY ENT. HALL CORRIDOR H/C GUEST ROOM ENT.HALL H/C GUEST ROOM TYP. INT. ELEVATION TYP. INT. ELEVATION it -1-011 40, 1/211 1-011 1/2 = I TOILET ROOM CORRIDOR H/C TOILET ROOM TYP. INT. ELEVATIO I � / J 1/211 = 11-011 TYP. WALL COVERING TYP. WALL COVERING BYOWNER IAH'% �A,-IA ENT.HALL H/C GUEST ROOM GUEST ROOM ENT.HALL (-��T`VP. INT. ELEVATION 1/211 = 11-011 H/C TOILET ROOM TYP. INT. ELEVATION 1/211 = 11-011 6A1 mu -Irk TYP. WALL COVERING. 13YOWNER HAIR URTAIN DRYER SPLASH TO C EILIN G . CURTAIN SOAP D ISH— YOWNER BYOWNER TA20 0 111 �4V EQ TA5 EA1 1-1 il U -T, V, EA L—u I y SOAPDISH--[:�] TYP. INT. ELEVATION 9 1/211 = 11-011 �\Cadd_l�ProjectsVrojectsk3924—Arrowwood\00—CADD\Plots—T rain1nqMXA00.wnd Wed Sep 16 08:02:03 1998 H/C TOILET ROOM TYP. INT. ELEVATION 10 1/211 = 11-011 T'%,7"' - INT. ELEVATION -11 1-011 1/2 1 TOILET ROOM TYP. INT. ELEVATION 1\12 1/211 = 11-011 GUEST ROOM TYP. INT. ELEVATION 1/211 11-011 2�-0#1 SEE PLAN FOR LOCATION MIRROR (see note) V-5" MIN. ST. S -n- MI RROR TRIM CORIAN TO MATCH EXG ELZ-19'AFF (0 EL 2-31 AFF 811 2 X4 FRAVG P -LAM ON 314!'PLYWD + VALANCE SCREEN SUPPORTAS REQ. 1 1-1 of 311 314' PLYWD FINS AT 4ftc MAX OR BETWEEN SINKS CERAMIC 11LE— TYRVANITY SECTION @ H.C. GUEST ROOMS 13 11,211 = 11-011 01998 THE HLL1RGR00P,1ncPrinoaton,N.J ADDENDUM#1 FOROONSTRUCTION L 1: ler, E Architectme Zior I e Design P1 nning FOP The Hilli 50D A49ZKG1errc;& C N 23 PrincetoR NJ 0%43-M Tel 609 452 8888 Fax 609 452 8332 Priniodon PIVO N Y4 nrroLnr. K -nm C4 Dallas Sydney E M V� I I RS7 z '147 0-1 i Project Dorcrd Arrowwoold Sheet Title Hotel Addition INTERIOR ELEVATIONS L & DETAILS Project No. 3924.0211 01998 THE HLL1RGR00P,1ncPrinoaton,N.J 4 5 6 7 8 9 10) 10.1 11 ------------------ TYP. INT. ELEVATION 1/411 = it-Ofl 11 0.1 "��M 10 9 8 7 6 5 4 I TYP. INT. ELEVATION Aft 1-011 D (E (E.4 F (F.4 F.6 G-) H K L TYP. INT. ELEVATIO 1/411 = 11-011 SFAIR 1% TYR INT. ELEVATION 1/411 11-011 X\Cadd 1\Pr0jectS\projectsV Wed !�ep 16 08:02:03 1998 H , ,CH ROOM F.6 FA F ,EQ EQ z E a ADDENDUM#1 _,77,7, FOR OONSTRUCTION ler i Pretiteckre erigr Design =ngape Prchteckre ConstrLdon Managwent Graphe Design The Hillier Group 5M Alexancler Pbrk ON 23 Princdoq NJ 0%43-M Tel 609 452 8888 Fax 609 452 8332 Princeton p N K-mas Cfty Dallas Sydney Projed Doral Arrowwoo,j Stmet TiVe Hotel Addition INTERIOR ELEVATIONS Date 7-31-981 Projed No. 3924.02 12W IN] LIEILI z I a IRST ROOM TPCIT PnnM (I TP(Zr ROOM GUESF. ROOM TYP. INT. ELEVATION Aft 1-011 D (E (E.4 F (F.4 F.6 G-) H K L TYP. INT. ELEVATIO 1/411 = 11-011 SFAIR 1% TYR INT. ELEVATION 1/411 11-011 X\Cadd 1\Pr0jectS\projectsV Wed !�ep 16 08:02:03 1998 H , ,CH ROOM F.6 FA F ,EQ EQ z E a 01998 THE H1LERGR0UP,1mPdnceton,NA ADDENDUM#1 FOR OONSTRUCTION ler i Pretiteckre erigr Design =ngape Prchteckre ConstrLdon Managwent Graphe Design The Hillier Group 5M Alexancler Pbrk ON 23 Princdoq NJ 0%43-M Tel 609 452 8888 Fax 609 452 8332 Princeton p N K-mas Cfty Dallas Sydney Projed Doral Arrowwoo,j Stmet TiVe Hotel Addition INTERIOR ELEVATIONS Date 7-31-981 Projed No. 3924.02 12W IN] 01998 THE H1LERGR0UP,1mPdnceton,NA 2nd FLOOR REFLECT 'ED CEI Wadd_1\ptX Wed Sep 16 I[N.-IG PLAN L, CEILING LEGEND CONT. FLUORESCENT ADDENDUM#1 LIGHTING FIXTURE VX4FLUORESCENT LIGHTING FIXTURE 2'X4'FLUORESCENT LIGHTING FIXTURE 2'X2'FLUORESGENT LIGHTING FIXTURE RETURN AIR DIFFUSER SUPPLYAJR DIFFUSER WA -L SCONCE LIGHTFIXTURE FOR CONSTRUCTION NORMAL / HEAT LIGHT FIXTURE Prchtecture Inter ior Design PlarTiing Lanciscape ArchftecUre CalstrLdorImarIagenent GrapNe Design 50DAlex er CN 23 Princetotj NJ 0%43-M 0 INCANDESCENT Princeton pHladdpha New York vvm4ngton clarlesunIrrit KTMS cipy Dallas Sydney DOWNLIGHT FIXTURE 41'� INCANDESCENT WALLWASHER FIXTURE Projed Doral i� ArrowwooJ LINEAR AIR Hotel Addition 2nd FLOOR DIFFUSER CEILING PLAN SIDEWALL MTD SPRINKLER HEAD E) CLG MTD SPRINKLER HEAD CEILING MOUNTED EXIT SIGN (NON -DIRECTIONAL) CEILING MOUNTED EXIT SIGN (DIRECTIONAL) WALL MOUNTED EXIT SIGN (NON -DIRECTIONAL) WALL MOUNTED EXIT SIGN (DIRECTIONAL) SMOKE DETECTOR H EAT DETECTOR CEILING SPEAKER > CLG MNT CAMERA SOFFIT CONSTRUCTION -,I -I PGB 18 1-011 1 SOFFIT SYMBOL SOFFIT HEIGHT r----------- PG B PAINTED GYPSUM BOARD L, @1998 THE HLLERGR0UP,IncPflncaIon,NA ADDENDUM#1 FOR CONSTRUCTION Prchtecture Inter ior Design PlarTiing Lanciscape ArchftecUre CalstrLdorImarIagenent GrapNe Design 50DAlex er CN 23 Princetotj NJ 0%43-M Tel 609 452 8888 Fax 609 452 8332 Princeton pHladdpha New York vvm4ngton clarlesunIrrit KTMS cipy Dallas Sydney 41'� Projed Doral i� ArrowwooJ SheetTifle Hotel Addition 2nd FLOOR REFLECTED CEILING PLAN Project No. 3924.02 Drawn J KJ/Z D @1998 THE HLLERGR0UP,IncPflncaIon,NA XCadd_1XProjects\pr0j-tSX Ned Sep 16 08:02:03 1998 77d 0 2 4 10 20 30 TED CEILING PLAN, .14 CEILING LEGEND CONT. FLUORESCENT ADOENDUM#1 -------- LIGHTING FIXTURE VX4'FLUORESCENT LIGHTING FIXTURE 2'X4'FLUORESCENT LIGHTING FIXTURE 2X2FLUORESCENT LIGHTING FIXTURE RETURNAJR DIFFUSER SUPPLYAJR DIFFUSER WALL SCONCE LIGHTFIXTURE FORCONSTRUCTION NORMAL / HEAT ........... LIGHTFIXTURE Interior Design Panning Umdacape Prictiteettre Construction Management GrapNe Design The Hillier Grovp 50OAlexander Park CN 23 Princatm NJ OB543-000 INCANDESCENT Princeton PhladelpNa NevvYork ==t K -nm City Dallas Sydney DOWNLIGHT FIXTURE (fn INCANDESCENT Project WALLWASHER FIXTURE Sheet Tide Hotel Addition, LINEAR AIR REFLECTED CEILING PLAN DIFFUSER EN SIDEWALL WD SPRINKLER HEAD G CLG MTD SPRINKLER HEAD CEILING MOUNTED EXIT SIGN (NON -DIRECTIONAL) CEILING MOUNTED Z EXIT SIGN (DIRECTIONAL) WALL MOUNTED EXIT SIGN (NON -DIRECTIONAL) WALL MOUNTED EYJT SIGN (DIRECTIONAL) PD] SMOKE DETECTOR H EAT DETECTOR CEILING SPEAKER > CLG MNT CAMERA SOFFIT CONSTRUCTION PGB 8 V-011 SOFFIT SYMBOL SOFFIT HEIGHT PGB PAJNTED GYPSUM BOARD .14 01998 THE HLLERGR0UPJnc.Pfinceton,NA ADOENDUM#1 FORCONSTRUCTION ........... ter'', Interior Design Panning Umdacape Prictiteettre Construction Management GrapNe Design The Hillier Grovp 50OAlexander Park CN 23 Princatm NJ OB543-000 Tel 609 4,52 8888 Fax 609 452 8332 Princeton PhladelpNa NevvYork ==t K -nm City Dallas Sydney (fn Project Doral Ar'rowwooJ Sheet Tide Hotel Addition, L 0-1 i V'rd & 4th FLO r4 REFLECTED CEILING PLAN 01998 THE HLLERGR0UPJnc.Pfinceton,NA N 5th FLOOR REFLECTED CEILING PLAN , I It Ilk 1A kXCadd IXPr( Wed S�_ep 16 01908 THE HLLERGR0UP,1ntP6nmtoa,NA CEILING LEGEND CONT. FLUORESCENT ADDENDUM#1 LIGHTING FIXTURE VX4'FLUORESCENT LIGHTING FIXTURE 2'X4'FLUORE SCENT LIGHTING FIXTURE 2'X2'FLUORESCENT LIGHTING FIXTURE RETURN AIR DIFFUSER SUPPLY'AIR DIFFUSER WALL SCONCE LIGHT FIXTURE NORMAL / HEAT LIGHTFIXTURE Interior Design Plarning Laindscape Architeckre Construclicnivianagerrient Graphic Design The Hillier Group SMAlexander Park CN 23 Princeton, NJ 08543-0023 INCANDESCENT Princeton Z w V%Wington ClarleSuffnit KTWS City Dallas Sydney L DOWNLIGHT FIXTURE INCANDESCENT Doral ArrowwooJ WALLWASHER FIXTURE Hotel Addition 5th FLOOR LINEAR AIR CEILING PLAN DIFFUSER Sheet No. Ab,,03 SIDEWALL WD SPRINKLER HEAD CLG MTD SPRINKLER HEAD CEILING MOUNTED EXIT SIGN (NON -DIRECTIONAL) CEILING MOUNTED EXIT SIGN (DIRECTIONAL) WALL MOUNTED EXIT SIGN (NON -DIRECTIONAL) WALL MOUNTED EXIT SIGN (DIRECTIONAL) SMOKE DETECTOR H EAT DETECTOR 4) CEILING SPEAKER > CLG MNT CAMERA SOFFIT CONSTRUCTION --m-1 G�JB 8 1 -0 SOFFIT SYMBOL SOFFIT HEIGHT PAINTED GYPSUM BOARD 01908 THE HLLERGR0UP,1ntP6nmtoa,NA ADDENDUM#1 e r, Interior Design Plarning Laindscape Architeckre Construclicnivianagerrient Graphic Design The Hillier Group SMAlexander Park CN 23 Princeton, NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Z w V%Wington ClarleSuffnit KTWS City Dallas Sydney L Doral ArrowwooJ i[ -ShWTile Hotel Addition 5th FLOOR REFLECTED CEILING PLAN Project No. 3924.02 1 Sheet No. Ab,,03 I Drawn 01908 THE HLLERGR0UP,1ntP6nmtoa,NA F3 S5.1 IF F L 6 S5.1 F1 CL -L — — 1 F_,Mv% 11fm%L. F19121112M.11VIN I—LIAN SCALE: 1/8"=l'—O" bIQTE2: 1. TOP OF SLAB ELEVATION —9'-0- BELOW EIN. FLO!QLR DAMM ELEVATION 0'-0- 2. FOR MECHANICAL EQUIPMENT HOUSEKEEPING PAD SIZES AND LOCATIONS SEE MECHANICAL DRAWINGS, FOR CONSTRUCTION SEE TYPICAL STRUCTURAL DETAIL. ? 3.4 C 0 l LUMN 12—#6 VERT. +#4 TIES PLAN DEIAIL PD1 EOUNDA11QN /SECOND FLO R FRAMING PLAN SCALE: 1�8"=V-0" NQIES: 1. Ff NISHED FLOOR (TOP OF SLAB) DATUM ELEVATION 0'-0- ACTUAL ELEVATION 277.00' UNLESS PTHERWISE NOTED THUS ON PLAN 2. ,& NOIL 2 — DENOTES DIRECTION OF SPAN OF 4 1/2- NORMAL WEIGHT 3000 PSI CONCRETE TOPPING REINFORCED NTH POLYPROPYLENE FIBERS ON 3", 20 GAGE, COMPOSITE STEEL FLOOR DECK (7 1/2 TOTAL THICKNESS) 3. FOR COLD FORMED FRAMING POST LOCATIONS AND ANCHORAGE DETAILS, SEE FRAMING PLANS. 4. .4 N27_E 4 IPW — DENOTES 6- (3000 PSI) NORMAL WEIGHT CONCRETE SLAB WITH POLYPROPYLENE FIBERS ON VAPOR BARRIER ON 6* CRUSHED STONE SUB—BASE. 5. PFD — DENOTES (SLOPED) PERFORATED 6- PIPE WRAPPED IN CRUSHED STONE AND FILTER FABRIC SEE SECTIONS. DENOTES DOWNWARD SLOPE OF PIPE). 6. Bk 1 — DENOTES 12*x3/4"x7' BEARING PLATE. 7. 8#_ 2 — DENOTES 16*xl 1/4"x7" BEARING PLATE. 8. CONTROLLED COMPACTED FILL IN 12" LIFTS IN ACCORDANCE WITH ASTM D1557. 9. BRACE "X" — DENOTES X—BRACED LATERAL LOAD'RESISTING FRAME, SEE FRAMING PLANS FOR ADDITIONAL INFORMATION. 10. FOR MECHANICAL EQUIPMENT HOUSEKEEPING PAD SIZES AND LOCATIONS, SEE MECHANICAL DRAVk4NGS; FOR CONSTRUCTION, SEE TYPICAL STRUCTURAL DETAIL 11. LOWER BOTTOM OF INTERIOR FOOTINGS ADJACENT TO BURIED UTILITIES TO SAME ELEVATION AS UTILITY INVERTS. IN NO CASE SHALL FOOTINGS BEAR AT HIGHER ELEVATIONS NTH MECHANICAL CONTRACTOR. WADING SCH ULE-. HOTEL ADDITION FINISH ------- - 3 PSF SLAB (4?" NORMAL WEIGHT CONCRETE TOPPING 72 PSF DECK (3- LOK—F1XX)R)__._,_' 3 PSF STEEL 7 PSF MECHANICAL and MISC, ._ . ........ ----------- 20 PSF DEAD .... . ... . ..... ............. . . 105 PSF LIVE LOAD . ...... .............. . ... . ... ____ 100 PSF TOTAL DEAD LOAD .......... . 205 PSF REVISIONS No. Date Description 7-31-98 ISSUED FOR CONSTRUCTION 1 8-28-98 ADDENDUM No. I I OF At,&; Z., S S 11 0 14 .E. r, N7 PAULUS i SOKOLOWSKI 5W k0i AM, it rand SARTOR 11,60 C0N%X7lNG 1ENGINEUM 67A MOUNTAIN OWLEVARD EXTE14SON P.O. BOX 4039 WARREN (i N)EW JEf%07059 32 5W_ Consultants Architecture Planning Interfor Design Landscape Architecture Construction Mongwnent Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton. N�J. 0&543-0023 Tel. 609 -452 -am Fox. 6M-452-6332 Princeton Philadelphia New York washington Clarlat Sun"It Kansas City Dallas Sydney Cortlilcation of Authorization Stgnature and Seel Proffessional Lic-anse No. Project #12C Sheet 'nfJe HOTEL ADDITION FOUNDATION, PLAN Date Job No. JULY 31, 1998 0001-0523-011 Scale AS NOTED Sheet No. Drawn JPV I SiA Chkd POST SCHEDULE - SECOND FLOOR WALLS (1) 6CSW12 @ 24"O.0 (3) 6CSW12 (1) 3-112CSJ12 @ 24 APO. C. (2) 3-112CSJ1 6 (2) 6CSJI 2 1) 6C J16 @_24"O.9t_______ (2) 3-112CSW12 (�3 C SJ 1 -2 '0124"O.C. (4) 3-112CSJ12 (�6) (3) 3-112CSJ12 (l t I . "--Z— (2) 3-112CSJ12 U8 (3) 6CSJ12 Z 2) -6 tlJT2' '@ 14 � -"eC, (2) 6CSWl 2 (3) 6CSW14 (3) 6CSJ14 NOTE: ALL POSTS ARE (2) TYPICAL WALL STUDS U.N.O. BEAR ALL POSTS ON STEEL 112" STEEL BASEPLATES (TYP) WALL SCHEDULE SECOND FLOOR WALLS No. DEMISING WALL 1 (1) 6CSW12 @ 24"O.0 �D CORRIDOR WALL 1 (1) 3-112CSJ12 @ 24 APO. C. �l CORRIDOR WALL 2 �D EXTERIOR WALL 1) 6C J16 @_24"O.9t_______ CORRIDOR WALL 3 (�3 C SJ 1 -2 '0124"O.C. DEMISING WALL 2 (2)6CSJ12 @ 24"O.C. EXTERIOR WALL (l t I . "--Z— J'.X EXTERIOR WALL ((1)6CSJ14 @ 24"O.C.�� INTERIOR WALL Z 2) -6 tlJT2' '@ 14 � -"eC, a - BRACE 'Bl' lol. a ___0 __(9 ST UP TO AIR MIDLANDING )OUBLE STUDS 7.8 710 87 — MM MIA I 9,4 9.6 10 1(,3 D POST I Ty�.STU @ EXIS . HOTEL SLOG. T 1 —111 @ SKEWED WALL r3 CL. IFTYP. BRACE -'Bl' Typ. U.N.O. G.2— BRACE 'Bl' Pi - — — — — — — — — - .3.11 4 U& 5 6 t BRACE 'Bf CO 0--4-11 Y -N A A3 TYP, U.N.O. ��!VTYP. U.N.O. U= 4L 6 8— TS 4 X 4 X 114 .... . ..... ..... — t I tL13M f �5 %I YTYP. U.N.O. BRACE '131 A)_ ---------- 6�1 3 S4.2 TYP. U.N.O. D C.10 �D 1 4 1 1 d) —72 TS 6 X 6 X 114 5 WACE '82' BRA�C� 2 11 1 1 (HIGH) A -A A C TS 4 X 4 X �/4 *A- 1`411 r3 A A ---P' �.2Ty_p — ------ — - 1 11; 1 _Wv��._ U.N.O. VS4.2, U.N.O. TYP. U.N.O. SECOND FLOOR PLAN SCALE: 1/8 $0=1*_0" 7 -__e 7 S ---e GA, 1 J2 Revisions No. Date Description J'.X "r C Ch E ADDENDUM #1 7,31.98 ISSUED FOR CONSTRUCTION Ar C " cc D ate Description I cc ca Consultants: CSC Cc 1291 St. George Aveme. Colonia, New Jersey 0"67 Mme. (M) 726-1200 Fax- (M) 7216-0722 Architecture interior Design Planning Lorv�scdpe Architecture Construction Monogement Graphic Design The Hillier Grouo - 500 Alexander Pork..CN 23 .Princeton, New Jersey 08534 Tel -609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York Washin on Vurnmit Clarks Kons,as City Dallas Sydney 4 ld Signoturs ond Sed Professlopol Ucense No Project Doral Arrowwooj itte HOTEL ADDITION- 6,_ PLAN Dote Project No. 7-31-98 98075 Scale Sheet No. 1/8$) = V-0" Sl m2 Drown JPD Checked KHS SECOND FLOOR PLAN SCALE: 1/8 $0=1*_0" 7 -__e 7 S ---e GA, 1 J2 Revisions No. Date Description 8,28.98 ADDENDUM #1 7,31.98 ISSUED FOR CONSTRUCTION No. D ate Description Issues Consultants: CSC Engineering Group, P.A. 1291 St. George Aveme. Colonia, New Jersey 0"67 Mme. (M) 726-1200 Fax- (M) 7216-0722 Architecture interior Design Planning Lorv�scdpe Architecture Construction Monogement Graphic Design The Hillier Grouo - 500 Alexander Pork..CN 23 .Princeton, New Jersey 08534 Tel -609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York Washin on Vurnmit Clarks Kons,as City Dallas Sydney Certificate of Authorization Signoturs ond Sed Professlopol Ucense No Project Doral Arrowwooj itte HOTEL ADDITION- 9ND FLOOR PLAN Dote Project No. 7-31-98 98075 Scale Sheet No. 1/8$) = V-0" Sl m2 Drown JPD Checked KHS POST SCHEDULE - THIRD FLOOR WALLS (1) 6CSJ12 @ 24"O.0 (3) 6CSM2 (1) 3-112CSJ14 @ 24"O.C. (2) 6CSW12 (1) 6CSJ16 @ 24"O.C. (2) 3-1/2CSJ16 (1) 6CSJ16 @-24"O,C. (2) 3-112CSW14 (2) 3-112CSWI4 @ 24"O.C. (4) 3-112CSW14 (1)6CSE12 @ 24"O.C. (3) 6CSJI 2 (1)6CSJ12 @ 24-O.C. (3) 3-1/2CSJ12 (1)6CSJ14 @ 24"O.C. (2) 3-112CSWI4 (1)6CSJ16 0 24-O.C. (3) 6CSJ14 (2)6CSJ14 @ 2411O.C. (2).6CSWI2 (3) 6CSWI 6 (3) 6CSW16 6CSWI 4 (3) 6CSWI 4 NOTE: ALL POSTS (2) TYPICAL' WALL STUDS U.N.O. WALL SCHEDULE - THIRD FLOOR WALLS SCHEDULE - DEMISING WALL 1' (1) 6CSJ12 @ 24"O.0 (3) CORRIDOR WALL 1 (1) 3-112CSJ14 @ 24"O.C. (2) CORRIDOR WALL 2 (1) 6CSJ16 @ 24"O.C. �D I EXTERIOR'WALL (1) 6CSJ16 @-24"O,C. 3-112CSJ12 CORRIDOR WALL 3 (2) 3-112CSWI4 @ 24"O.C. 3-112CW1 4 DEMISING WALL 2 (1)6CSE12 @ 24"O.C. 6CSE16 DEMISING WALL 3 (1)6CSJ12 @ 24-O.C. 3-112CSWI4 EXTERIOR WALL (1)6CSJ14 @ 24"O.C. @ EXTERIOR WALL (1)6CSJ16 0 24-O.C. INTERIOR WALL (2)6CSJ14 @ 2411O.C. POST SCHEDULE - FOURTH FLOOR WALLS (1) 6CSWI4 @ 24"O.0 (3) 6CSJ12 @ (2) 6CSW12 (1) 6CSJ16 @ 24"O.C. (2) 3-1/2CSJI 6 EXTERIOR WALL (2) 3-112CSJ12 CORRIDOR WALL 3 (4) 3-112CW1 4 DEMISING WALL 2 (3) 6CSE16 @ (3) 3-112CSWI4 EXTERIOR WALL (2) 3-112CSWI4 @ (3) 6CSJ1 6 (2) 6CSWI 4 (3) 6CSWI 6 (3) 6CSWI 4 NOTE: ALL POSTS (2) TYPICAL WALL STUDS U.N.O. WALL SCHEDULE FOURTH FLOOR WALLS No. DEMISING WALL 1 (1) 6CSWI4 @ 24"O.0 �Z CORRIDOR WALL 1 (1) 3-112CSJ16 @ 24"O.C. �M, CORRIDOR WALL 2 (1) 6CSJ16 @ 24"O.C. q) EXTERIOR WALL (1) 6CSJ18 @ 24"O.C. �3) CORRIDOR WALL 3 (1) 3-112CSJ12 @ 24"O.C. DEMISING WALL 2 (1)6CSE14 @ 24"O.C. DEMISING WALL 3, (1)6CSWI4 @ 24"O.C. EXTERIOR WALL .(1)6CSJ16 @ 24"O.C. EXTERIORWALL (1)6CSJ18 @ 24"O.C. INTERIOR WALL (2)6CSJ16 6 24"O.C. LEGEND k-- I 7.8 8.10 9.4 9.6 Y.A8 P11 qp�l S5.4 710, I ____ (3) 7114CM6 (3) $IUD POST 14 ; Typ. 0 EXIST. 9� NO Hoyt BLDQ REO Cpl. in (2) 71/4MM2. (3) 7 t S5. �3) 7-1/4CS -4). NS5.4 ; v -A . ..... 23)' 7-114CSWO2 R-------- 'NS5,7 EEER. Rf 0 T BRACE *Bv (3)71/4C Ya (3) 7-114CSW16 DOUBLE ASTS TYP. V 9 7 V � 41C�&4. 4C> r_j S NO BNWNG REVO. TYP. BRACE '81' a - -!- 11% H- - - - - - BRACE '91, BRACE 'Bl' (2) 71/4CSJI$ DOUBLE JOIST$ (TYP) 0 SKEWED WALL YA *64%, r2 4 CL. '40 NS5.3j TYP. Z, 4 S A BRACE tals Q Z: S5. S5.3 V G.2 mk-- I lk Eatzmt- G TV. W BRACE Bj- TYP. !�m �BRACE 'Bl' 0 4 3.11 4 (2) 71/4CSJ16 A V -�E S53 41 ta S S5.3 Pba TYP TYP. 5 7 C! TYP� 0 P (3) 7-1/4CSW12 5 F.6 0 AY P STS BUILT UP BEAM (2) 71/4CSJ16 (2) 71/4CSJ16 (2) 7 1/4CSJI6 1 (2) 7 1/4CS96 112- PLAYS AT TOP \�S5.3). S5.6 ;)q AND BOTTOM OF POSTS TYP. 0 T; ($KEWW T BAYPOSTS FA TYP 0 i i I /T BRACE 'BI, &TY -P. I DOUBLE FLOOR AST DOUBLE FLOOR MST SINGLE FLOOR JOIST BAY POSTS TYP. FLOW MST BRA 'X' A 0) I 1 1 Y-19 SO .00 1 Q 0- -4 S5. yp. (2) 7-1/4CSW12 0 24- O.C. A 5 oee CR S5.5 I I wac I Ica '4D 6 A 10 �j DOUBLE FLOOR JOIST DOU%E FLOOR MST DOUBLE FLOOR JOIST DOUBLE FLOW JOIST 4 s5t S 8- 5 10 E DOUBLE FLOOR AST DOUBLE FLOOR JOST DOUBLE FLOM JOIST DOUBLE FLOOR r DOUBLE FLOOR most %W' pa, 41 lit t4CSn6�(2)7114CS116, ISINMEFLOORJOIST SINGLE FLOOR JOIST (2) 7 114 (2) 71/4MHO. SINGLE FLOM A 0 7 SINGLE FLOOR JOIST 0(2) 7 1� Id CS416 AST 7-4/1 es W.2�t tj-;� - -1 - - - -I- - 6 ...... C.10 0. cm 3 .4 1 S5.4 G5 TS 4 X 4 POSS r- 8 A 7 Y*9 4 3 4 5 35.7 �5 1�5� 1/4CS,116 BRACE V53 TyP. TyP, TYP.9i BRACE '132'�r t11 C _1Z N V_ ?9___ '(2) 71/4CSJ16 6 SINGLE FtOOR JOIST (2) 7 1/4CSJ16 JOIST SINGLE FLOOR MST _(2) 7 1/4CSJ115 (2) 7 t/4CSJI6' SINGLE FLOOR JOIST E Firm.ng 1 7 TS 6 X 2 X 318 SINGLE FLOM JOIST SINGLE FLOOR JOIST (2) 7 1/4CSJ16 (2) 7 1/4CSJ16 SINGLE FLOOR i 1 1 (2) 7 1/4MI (NIGH) FLOM JOIST DOUBLE FLOW JUST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST (3) 6CSW12 POST J I, � ! Q B DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOM JOIST DOME FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE L -asT SO I -1/4CSWt SO 1(2) 7 4 0 24* ac, SO SO I SO CIE TYP. (3) SILO POS T A.1 DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUSiLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST DOUBLE FLOOR JOI I ST A - __(2) 7 1/ 116 �k4 -4�- TS 4 X 2 X 114 W(2) 7- 1 CSWt6 4 (2) 71/4CSJI6 1 (2) 7 1/4CSJ16 1 (2) 7 114CSJ16 (2) 71/4CSJI6 1 (2) 7 1/4CSJ16 (2) 7 114CSJ16 TYP. 0 (2) 7 114= 1 A BAY POSTS 5 0 0 0 UNLESS OTHERWISE NOTED ON PLAN THIS SYMBOL DENOTES 7-1/4CSE12 JOISTS @ 24" O.C. WITH MIDSPAN BRIDGING. SLAB CONSTRUCTION CONSISTS OF 2-112" (TOTAL THICKNESS) LIGHTWEIGHT CONCRETE SLAB (fc' - 3500 PSI MIN.) ON 9116" X 28 GAGE UFS GALVANIZED FORM DECK BY UNITED STEEL DECK, OR EQUAL, REINFORCE SLAB WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC. DENOTES 2-112" LIGHT WEIGHT CONCRETE (f. = 3500 PSI MIN.) ON 1-112" X 16 GAGE 'B' LOK GALVANIZED COMPOSITE FLOOR DECK BY UNITED STEEL, DECK, OR EQUAL. REINFORCE SLAB WITH 66-W1.4 X W1.4 WELDED WIRE 'FABRIC (4" TOTAL SLAB THICKNESS) DENOTES 2-112" LIGHT WEIGHT CONCRETE (f' = 3500 PSI MIN.) ON C 3" X 16 GAGE LOK FLOOR GALVANIZED COMPOSITE FLOOR DECK BY UNITED STEEL DECK, OR EQUAL. REINFORCE SLAB WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC (5-1/2" TOTAL SLAB THICKNESS) Revisions No. Dote Description 8.28.98 ADDENDUM #1 7.31,98 ISSUED FOR CONSTRUCTION No. Date Description Issues Consultants: CSC Engineering Group, P.A. 1291 SL George Avenue, Colonia, Now Jersey 07067 Phone: (732) 726-1200 Fam (732) 726-0722 hi - t re Interior Design Lon sea e Architecture onstruction Management Graphic Design The Hillier Grou exon er �qrk CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York WoshinV,on Clarks mmit Kansas City Dallas Sydney Certificate of Authorization Signotute and Sed Profmional License No Pro)ect Doral Arrowwooj Sh"t Title HOTEL ADDITION 3RD 4TH FLOOR PLAN we Pro*t No� 7- 31 - 9r8 98075 Scale Sheet No. S1 m3 Drawn JPD Checked KHS Q* - POST SCHEDULE - FIFTH FLOOR WALLS (1) 6CSJ16 @ 24"O.0 (3) 6CSEI 8 (1) 3-112CSJ18 @ 24"O.C. (3) 6CSE16 A.1 (2) 6CSW12 (1) 6CSJ18 @ 24"O.C. '(2) 3-1/2CSJI 6 (1) 3-1Z2 SW16 @ 24"O.C. (4) 3-112CSJ16 (1)6CSJ16 @ 24"O.C. (3) 3-112CSJ16 (1)6CSJ16 @ 24"O.C. (2) 6CSE16 (1)6CSJ18 @ 24"O.C, (3) 6CSJ18 (2)6CSJ18 @ 24"O.C. (2) 6CSW18 (3) 6CSWI 8 (3) 6CSJ1 6 U1 2 (3) 6CSW16 NOTE: ALL POSTS (2) TYPICAL WALL STUDS U.N.O. LEGEND UNLESS NOTED OTHERWISE ON PLAN THIS SYMBOL. DENOTES 7-114CSE12 JOISTS @ 24" O,C, WITH MIDSPAN BRIDGING. SLAB CONSTRUCTION CONSISTS OF 2--112" (TOTAL THICKNESS) LIGHTWEIGHT CONCRETE SLAB (fc = 3500 PSI MIN.) ON 9116" X 28 GAGE UFS GALVANIZED FORM DECK BY UNITED STEEL DECK, OR EQUAL, REINFORCE SLAB WITH 66-WI.4 X W1.4 WELDED WIRE FABRIC. DENOTES 2-112" LIGHT WEIGHT CONCRETE (fc = 3500 PSI MIN.) ON 1-112" X 16 GAGE 'B' LOK GALVANIZED COMPOSITE FLOOR DECK BY UNITED STEEL DECK, OR EQUAL. REINFORCE SLAB WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC (4" TOTAL SLAB THICKNESS) DENOTES 2-112" LIGHT WEIGHT CONCRETE (f' = 3500 PSI MIN.) ON C 3" X 16 GAGE. LOK FLOOR GALVANIZED COMPOSITE FLOOR DECK BY UNITED STEEL DECK, OR EQUAL. REINFORCE SLAB WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC (5-1/2- TOTAL SLAB THICKNESS) WALL SCHEDULE (D DEMISING WALL 1 (1) 6CSJ16 @ 24"O.0 CORRIDOR WALL 1 (1) 3-112CSJ18 @ 24"O.C. CORRIDOR WALL 2 A.1 EXTERIOR WALL (1) 6CSJ18 @ 24"O.C. A CORRIDOR WALL 3 (1) 3-1Z2 SW16 @ 24"O.C. DEMISING WALL 2 (1)6CSJ16 @ 24"O.C. (2) 14 4 EXTERIOR WALL (1)6CSJ16 @ 24"O.C. EXTERIOR WALL (1)6CSJ18 @ 24"O.C, INTERIOR WALL (2)6CSJ18 @ 24"O.C. 0 ICS-55.�4 CP 1 4 r3) 7 t14CSW16�0" 11 D -C REDD. (2) 71/4CSW12 7 12 4 NS5 47 NS5.8) 8 N IRRACE III v �@ S5� 3, E. (3) 71/4CSJ12 H,10 C14 0 5 DOUBLE ASTS S5.7 zl� 4!; 1 r, mi(S-5.4- 71/4CSJ14 0 24' 04 RNEOO TWI40 BRACE "91 H 6 X 6 X 1/4 1 5 1 6 DOUBLE STUDS '%,S5.3,r IV 2 - I r 0 SKEIWD WALL 04 v S5.30 Typ. TYP. i2 v P. BRACE 131' il"m - C4 4 co 3.11 4 E� S C14 v S5.3 li2 YP, f (F6 5 (3)7-1/4CSE12 (3)7-1/4CSE12 "T T 7 Ewl#- S5.4 TYP. BRACE `91' 9 -- -------- WEB 1A S 6 X 6 X 11, CJO A C14 it IX DOME STUD T UP I DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS VS5.3 r, ko� �-T" I VKS--5-.7�1F I OWNS FLOOR JOISTS DOUBLE FLOOR JOIST$ -3 T SWME FLOOR MST (2)7-I/4Q13J?2 (2)7-114CSjf2 AIL SINOLE FLOOR JOIS 10 (3) 7-1 2 �5 S 'r 09 3 71 1 S� 2 TS 4 X 4 Posr 5.4 S A S5, BRACE S5. TI C (2)7-1�40SZ WtE FLOOR, 7 F T:91VOLE FLOOR JOIST (2)7-114CS42 (2)7-114M2 SWQF FLOOR JOIST' DOUBLE FLOOR ASTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISIS (3) $CSW12 POST I 't �-t DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLC OR JOISTS (2) 7-1/4CSW141 0 -24* D.C. (3) $7UD POST 7.8 7.10 9.6 \L5- �5��. ) 3 7-1/4�t 6 �� L)7-1"14 to 19 1(3) 7- 1 I�SW1 2? T-- ----- C4 CN S5. (3) 7-1/4CSW16 Typ� 4 -\41 Z r4 q, I(S-5.4- ILI TYP. 4 r L 6 -- BRACE *B1, BRACE 'Bi - \TS 6 X 6 X 114 TS 6 X 6 X 1/4 r5 NS5 3r CN CL, VS -5,-3,r 4 BRACE BRACE 'Bl' \,S5.3 P G.2 TYP. (2)7-114CSW16 04 lop, 3 � �.3 (2) C7 X 14.7,5+ W16 (2) 6TO12 TYP 7 P (3)7_ (3)7-114CSE12 -114CSEI�'l 112" PLATES AT TOP A Am BOTTOM OF POSTS .3 (SKEWD ORG) 31 Pes BELOW- - T (P 11- 11 BRACE `81 T C LAJ ICD X YP. X Q0 04 (2) 7-1/4CSW12 0 24* D.C. C14 LU -.1 A 10 DOUBLE FLOOR JOIS DOUBLE FLOOR JOISTS 6 zi S5. S5.5 DmBLE FLOM 'OSTS DOUBLE FLOOR JOIST$ DOUBLE FLOOR 11MOSSSnS �A CIO SINGLE FLOOR JWT (2)7-1L4jgJ12 (2)7-114*A2 _SINOLE FLOORIJOIST SINCLE FLOOR AST, tf�N 0/ .4 \,S5.77 S5.4 A 4 3 z 9 44�TYP� 2 5.3 YP. TYP. BRACE B2 11111; - r-�- -0 Id SINME FLOOR JOIST' (2)7-114CSJI2 (2)7-114CW2 SINOLE FLOOR JOIST SWME FLOW MST (2)7-114C=2 �2)7-1 -T 7 DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS P1 DOUBLE FLOOR JOISTS P DOUBLE FLOW JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOIS7S DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS A X 4 ICA >< >< x (0 S5.4 TYP, V5.3,rTyp. t; '0 Ld '.0 ij X X X C C flo CE cro-1 ............. 7 7P :k-' T (3)7-114CSE12 (3)7-114CSE12 (3)7-114CSE12 -(3)7-114CSE12 (3)7-114CSE12 I (3)7-1/4CSE12 (3)7-1/4CSE12 S5.4 S5.3 3 6 8 SCALE: 1/8 "=V-0" jj (0 04 >< 7 A.1 A 7S 4 X 2 X 1/4 (2) 14 4 7.8 7.10 9.6 \L5- �5��. ) 3 7-1/4�t 6 �� L)7-1"14 to 19 1(3) 7- 1 I�SW1 2? T-- ----- C4 CN S5. (3) 7-1/4CSW16 Typ� 4 -\41 Z r4 q, I(S-5.4- ILI TYP. 4 r L 6 -- BRACE *B1, BRACE 'Bi - \TS 6 X 6 X 114 TS 6 X 6 X 1/4 r5 NS5 3r CN CL, VS -5,-3,r 4 BRACE BRACE 'Bl' \,S5.3 P G.2 TYP. (2)7-114CSW16 04 lop, 3 � �.3 (2) C7 X 14.7,5+ W16 (2) 6TO12 TYP 7 P (3)7_ (3)7-114CSE12 -114CSEI�'l 112" PLATES AT TOP A Am BOTTOM OF POSTS .3 (SKEWD ORG) 31 Pes BELOW- - T (P 11- 11 BRACE `81 T C LAJ ICD X YP. X Q0 04 (2) 7-1/4CSW12 0 24* D.C. C14 LU -.1 A 10 DOUBLE FLOOR JOIS DOUBLE FLOOR JOISTS 6 zi S5. S5.5 DmBLE FLOM 'OSTS DOUBLE FLOOR JOIST$ DOUBLE FLOOR 11MOSSSnS �A CIO SINGLE FLOOR JWT (2)7-1L4jgJ12 (2)7-114*A2 _SINOLE FLOORIJOIST SINCLE FLOOR AST, tf�N 0/ .4 \,S5.77 S5.4 A 4 3 z 9 44�TYP� 2 5.3 YP. TYP. BRACE B2 11111; - r-�- -0 Id SINME FLOOR JOIST' (2)7-114CSJI2 (2)7-114CW2 SINOLE FLOOR JOIST SWME FLOW MST (2)7-114C=2 �2)7-1 -T 7 DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS P1 DOUBLE FLOOR JOISTS P DOUBLE FLOW JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS DOUBLE FLOOR JOIS7S DOUBLE FLOOR JOISTS DOUBLE FLOOR JOISTS A X 4 ICA >< >< x (0 S5.4 TYP, V5.3,rTyp. t; '0 Ld '.0 ij X X X C C flo CE cro-1 ............. 7 7P :k-' T (3)7-114CSE12 (3)7-114CSE12 (3)7-114CSE12 -(3)7-114CSE12 (3)7-114CSE12 I (3)7-1/4CSE12 (3)7-1/4CSE12 S5.4 S5.3 3 6 8 SCALE: 1/8 "=V-0" jj (0 >< 7 -1 b (3)7-114CSE12 S Em 10', IReAsions I No. I Dote I Description Zl\\ 18,28.9e ADDENDUM #1 7.31.98 ISSUED FOR CONSTRUCTION No. Dote Description Issues CSC En, *neering Group, P.A. 1291 SL George Avenue, 6iomia, liew Jermy 07W, Phone. (732) M -IM Fax: (M) 726-072Z 0 = = m Loridscdpe Architecture Construc,iorl Management Graphic Design The Hilli r Grom 500 Ale' onder Park CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York Woshin on Clarks Vurnmit Kansas City Dallas Sydney Certificate of Authorization Signoture ond Sed Professionol Lkense No Projwt Doral Arrowwo0i Sheet , Title HOTEL ADDITION 5TH FLOOR, PLAN Dote Prolftt No. 7-31-98 98075 Sede Sheet No. 1/8" lt_o" Drown JPD SIA Checked KHS 3,4 .6 7.8 .10 9.4 9.6 .10.1 3 3 TYR S5. Sim 5.4 1 7.10 1 1 TSim (2) 71/4CU6 DOUBLE JOISTS 102 A Sal It ?I 1 2 10 1 1 T3) 7-1/4cs�l ail I Y*2 i 7l/4CSJ?6, 0 24'O.C. NS5.V NS5: NO BRIDMG Im mi 1(3) 7-1 SW12 n - EXP. JT. EXP. JT. S5.7 DOUBLE MT -S A ------------------ -------- --- 7-1/4CSWI 6 to tzitl I I I k,� �,4 J DOUBLE,MSTS O.C. A 1111 024 1 2 11 I I NO BMWNO - --------------- ----------------------- ---------------------- ------ DOUBLE STUDS 0 SKEK0 WALL A A vs- 4.1i A 5--,jFTyP I i Sim. EXTEND STUDS ABOVE ROOF LI TO FORM PARAPET 3� CL. < ------ > 13 X1 12 V y ^3 LA S5.4 H ----------------------- ---------- 4� t -F ------- --- ----------- 3.11 4 5 I aS, 4,FTYP, 6 -(217-114CSJ16 <--w - R= TS 6 X 6 di H. 1114 POST UP TS 6 X 6 X 114 POSTUP -------- ---------- ------- -------- fit A 6 - I I -, - '111, 1 1 &-. �.7 TOTS812 it, (2) 7-1/4CSE12 0 24* O.C. TS 6 X 6 114 POST UP :3 TS 6 X 6 X 114 POST UP W X POST BELOW 12 A g�- 1 S5.4 IOCSW12 2: X I (Typ') (3 -IL-,tC&12, �)j �7-1/4=�2 L 5 X 5 X 1 .41 - It _) 7 10, 41', 11 1 DOUBLE 'USTS DOUBLE JOISTS DOUBLE JOISTS DOUBLE JOISTS -- ----------------------- -- Lill I I Sl ME JOIST, WRXE JOIST RM M - WT E AST SNOLE AST 4 X &5 - ------ as� .7 S5. S5. X 6 X 114 D C.10 S5.0 . . .. . ................... W Post up 10 y A511� A LEGEND UNLESS N E ON PLAN THIS SYMBOL. 9 7 \ � �.7 A POSTS BE .7 7 S5.7 POST� BELOW amow DENOTES (2) 7-1 4CSW14 @ 24"O.C. WITH MIDSPAN I (TYP, rx - -------------- ---------- CONSISTS OF - ------ ---- W4 X 13 SiNGLE'OST ----------- SINGLE MST SINGLE X .5 SINQf JOIST -W-7'4 X -16.5 DOUBLE JOISTS SOW MST La 28 GA. 9116 us -W JOIST SPAN BRIDGING. LF 4--X 15.5 WT -4 X 6,5 AST SINGLE JOIST W --W?4 -X16.5 E F F ci I DOME DOUBLE JOISTS - ------ ---- DOUBLE STS JOISTS I i � JOISTS 4� UFS FORM DECK BY UNITED STEEL DECK OR EQUAL. DOUBLE JOISTS DOUBLE JOISTS DOUBLE JOISTS Wiffir JOIST$ INSTALL LIGHTWEIGHT INSULATING CONCRETE (30 PCF MAX. DRY DENSITY 6 X 6 X 1/4 1 1 TS 6 X 6 X 1/4 lOCSW*-/ SEE FI T UP (TYP.) FOR INFO PLAN N=00 2 (40 PCF MAX WET DENSITY) AS REQUIRED FOR ROOF SLOPE. REFER TO 1 2 IN I THIS AREf S5. ARCH. DRAWINGS FOR ADDITIONAL INFORMATION -41 1 1 1 111 2 1 1 DENOTES (2) 7-1/4CSJ12 @ 24"O.C. WITH MIDSPAN (2) 7-1/4W2 0 24* D.C. S-5. C ------- 101 BRIDGING. SLA13 CONSTRUCTION CONSISTS OF 6-112" 1 - I 1 .111, 11 JOIST SPAN (TOTAL THICKNESS) LIGHTWEIGHT CONCRETE (f' = 3500 PSI) v SLAB OVER 26 GA 9116" UFS FORM DECK BY UNITED STEEL R fit 10 I Ill, /A2 DECK OR EQUAL. PROVIDE No. 4 13ARS @ 12"O.C. EA. WAY (3) STUD POST MOW) 11 111, A ��5 TYP. CA IN CENTER OF SLAB DENOTES (1) 7-1/4CSJ12 @ 24"O.C. SLAB CONSTRUCTION A.1 ----- - f DOUBLE JOISTS DOUBLE JOISTS DOUBLE JOISTS I I I - I I DOUBLE JOISTS DOUBLE JOISTS DOUBLE JOISTS DOUBLE JOISTS CONSISTS OF 6-1/2" (TOTAL THIC KNESS) LIGHTWEIGHT JOIST SPAN CONCRETE (f'c= 3500 PSI) SLAB OVER 26 GA. 9126- UFS A TS 4 XTX I IN COLUMN BELOL (2)7-1 V16 FORM DECK BY UNITED STEEL DECK OR EQUAL. PROVIDE DROPPED AAD 10.1 1.1 No. 4 BARS @ 12'O.C. EA. WAY IN CENTER OF SLAB DENOTES 4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB 5 'IU6.4) Typ. DECK SPAN (rc = 3500 PSI) ON 1-112" X 16 GA. B-LOK GALVANIZED 08 COMPOSITE FLOOR DECK BY UNITED STEEL DECK OR EQUAL. REINFORCE WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC. DENOTES 6" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB DECK SPAN C 3500 PSI) ON 1-112" X 16 GA. B-LOK GALVANIZED /-,% I,- COMPOSITE FLOOR DECK BY UNITED STEEL DECK OR EQUAL. < REINFORCE WITH No. 4 BARS @ 12"O.C. EA, WAY IN CENTER OF SLAB. PROVIDE MIDSPAN SHORING OF DECK DURING PLACEMENT, ROOF PLAN CONCRETE. .1/8 =1 -0" VSI.5 SCAL DENOTES 6" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB 4 SIM ljz �10 V5 S5�4 "e- $S5.07 DECK SPAN (f' - 3500 PSI) ON 3" X 16 GA. B-LOK GALVANIZED C << COMPOSITE FLOOR DECK BY UNITED STEEL DECK OR EQUAL. REINFORCE WITH 66-W1.4 X W1.4 WELDED WIRE FABRIC. (D DENOTES 6CSJ20 WALL STUDS @ 24"'O,C. NOTE: ALL POSTS (2) TYPICAL WALL STUDS U.N.O. Revisions' ----FDescription No. Dote Zj� 1&28.98 ADDENDUM #1 7.31.98 ISSUED FOR CONSTRUCTIOf No. Dote Des cription Issues Consultants: 1 -NA CS U Engineering Group, P -A 1291 SL George Avenue. Colouia. New Jersey OM Phone: (732) 726-1200 Fair (732) 726 -OM Interior Design Planning Loridscdp�� Architecture Constructiorl Monogornent Graphic Design The Hillier Grou 500 Alexander Nrk CN 23 Princeton, New Jersey 08534 Tel 609 452- 8888 fox 609 452 8332 Princeton Philadelphia New York Woshintuomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization SignoWre ond Sed Professlonol License No Pro)Kt ADora Old rroww Sheet Title HOTEL ADDITION ROOF PLAN, Dde Project mo. 7-31-98 98075 Scale Sleet No. 1/8" 11-0** Drown JPD Chocked .KHS 9.6 10.1 8.10 9.4 CL. TS 6 X 6 -1/4 (LOW) W 8�X 12 LOW W 8 X 21 r(LOW) W 8 X 24 X F.2 F. 2 W 8 X�mm�� IS 6 6 X 1/4 ARA CE 2 1 (LO S 6 X 6 X 1/4 W < TS 6 X 6 X 1/4 ( OW) LOW LQ 1*XW T 6 X 6 X 1/4 RAdE U) ca W 8 X 21 (L V W �g: < V) cr- 0 1 2" X 18 GA. FLAT STRAP im z: DIAGONAL BRACING EACH I __j FACE EACH DIRECT ON (TYP.) 10) 04 2 W L8X X X X V< (ENTIRE SCREENED 100 AREA) 1^4 2 X E. 2 Co OUTLINE OF Nf HVAC UNIT E. 2 E. 2 IS 6 X 6 X 1/4' OW) 00 n T_ W 8 X 21 (LOW1 X X X CIO C.10 10" X 10" CONC. 6 v__ CURBS S1.6 TS 6 X 6 X 1/4 x BR ACKET (LOW) >< PROVIDE MOMENT C C 00 X W 8 X 21 (CO W) CONNECTION TO "o TS 6 X 6 X 1/4 BRACE COLUMN C9.6 �2 TS 6 X 6 X �4 (L 0 W) moomwomm mom IM so m an W 8 X 24 TS 4 X 4 X 1/4 POST B W4 x 13 UNIT SUPPORT BEAMS (3 REQ'D) UNIT SUPPORT LOCATION (TYP.) 10 X 10 CONC. CURB. F11 A'I FROM BOTTOM TS 6 X 6 i. TIP W 8 X 2 4 11 PART PLAN LEGEND DENOTES (1) 7-1/4CSJ14 @ 24"O.C. SUPPORTING 4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 9116" X 28 GA. JOIST SPAN UFS GALVANIZED COMPOSITE FLOOR DECK BY UNITED STEEL 4� DECK OR EQUAL. PROVIDE 66 — W1.4 X W1.4 WELDED WIRE FABRIC IN SLAB. PROVIDE BRIDGING AT JOIST MIDSPAN. DENOTES 4" NORMALWEIGHT (f,' = 400OPSI) CONCRETE SLAB OVER 2" ACOUSTICAL INSULATING FOAM ON ROOF SLAB BELOW NOTE. ALL STRUCTURAL STEEL IS TO BE HOT DIP GALVANIZED. SEAL ALL OPEN SECTIONS WITH 114" PLATES AND CLOSURE WELDS. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL STRUCTURAL FRAMING. PARTIAL PLAN @ ROOF SCREEN II -IR -00 SCALE: 1/4 — 7' 4 119 " '00�6 SECTION @ COOLING TOWER UNIT S1. 6 SCALE: 1 1/2 X-1 _0 al B TYP. 18GA CONT POUR STOP SEE 2/85.5 FOR PARAPET SEE 3/85.4 � FOR STUD CONNECTION CONNECTION 4 4- -T-----.6" STUDS @ 24" O.C. + 6TSB*18 TOP & BOTTOM. ATTACH STIF. 14CSJ14 CONT. SOLID BLOCKING 4C. REINFORCING NOT )WN FOR CLARITY 6CSJ16 WEB STIFS @ 24" O.C. 14CSJI 4 CON T. BLOCKING 6 t) STUDS @ 24" O.C. 4� + 6TSB18 TOP & BOTTOM. 4 _T (SEE— PLAN) 4 4 -78 T7-0 EA. STUD SEE PLAN SEE PLAN L W 8 X 24 IS 6 X 6 X 1/4 1 TS 6 X 6 X 1/4 LIGHT GAGE POST BELOW (TYP.) NOTE: ALL STRUCTURAL STEEL IS TO BE HOT DIPPED GALVANIZED,' SEE PLAN FOR ADD'L INFORMATION. 5 SCHEMATIC ROOF SCREEN ELEVATI S1.6 J N.T.S. I/ �7 SECTION '�S_I_Xj SCAM -1 112--ollp-Ow FOR SCREEN INFC SEE — ARCHT'L D L.W. INSULATIN, CONCRETE. SEE PLAN FOR ANCHORAGE DETAILS 8 I PLATE 6 x 10 x 112 (GALV) 1K SCALE: 1 1/2'1 9 -0 90117-- (2) 3/4" x 4 112 " EMBEDED EXP. BOLTS DUCTING AND SUPPORT HVAC CONTRACTOR. 11 ION ICRETE " 0. C. ReVisions Nol Dote I Description �L .17.31.98]ISSUED FOR CONSTRUCTION No. Dote Description Issues Consultb CSC Engineering Groups P.A. 1291 St- George AvenVe. C010I NOW JerwY 0100 Phone: (732) 7W -I= Far. �=) M-0722 interior Design Plann'in L s!c gp on< 0 e Architecture Construction Management Graphic Design The Hillier Grou 500 Atexonder �ork CN 23 A- Tel 609 452 8888 Fox 609 452 8332 Princeton Philodelphlo New York Woshin Clarks vuomnmit Konsos City Dallas X A�D W 8 X 21 W 8 X 21 X W 8 X 21 Q0 Professionol Lioense No X 00 110 X Do a Arro 00a X ROOF SCREEN X Q0 7 110 98075 111 �2 AS NOTED 00 Dtown JPD IS 6 X 6 X 1/4 1 TS 6 X 6 X 1/4 LIGHT GAGE POST BELOW (TYP.) NOTE: ALL STRUCTURAL STEEL IS TO BE HOT DIPPED GALVANIZED,' SEE PLAN FOR ADD'L INFORMATION. 5 SCHEMATIC ROOF SCREEN ELEVATI S1.6 J N.T.S. I/ �7 SECTION '�S_I_Xj SCAM -1 112--ollp-Ow FOR SCREEN INFC SEE — ARCHT'L D L.W. INSULATIN, CONCRETE. SEE PLAN FOR ANCHORAGE DETAILS 8 I PLATE 6 x 10 x 112 (GALV) 1K SCALE: 1 1/2'1 9 -0 90117-- (2) 3/4" x 4 112 " EMBEDED EXP. BOLTS DUCTING AND SUPPORT HVAC CONTRACTOR. 11 ION ICRETE " 0. C. ReVisions Nol Dote I Description �L .17.31.98]ISSUED FOR CONSTRUCTION No. Dote Description Issues Consultb CSC Engineering Groups P.A. 1291 St- George AvenVe. C010I NOW JerwY 0100 Phone: (732) 7W -I= Far. �=) M-0722 interior Design Plann'in L s!c gp on< 0 e Architecture Construction Management Graphic Design The Hillier Grou 500 Atexonder �ork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philodelphlo New York Woshin Clarks vuomnmit Konsos City Dallas Sydney Certificate of AuthoKization Signoture ond Sed Professionol Lioense No ft*t Do a Arro 00a Sheet '11tie HOTEL ADDITION ROOF SCREEN PLAN & DETAILS FIrooct No. 7-31-98 98075 "W" __ S17 Sheet No. AS NOTED $1m6 Dtown JPD Checked KHS PIECE 7 1/4CSE12 R&I ( I �SM�Lffl i�_S_4.2j SCALE: N7S AT END POSTS AT CENTER POSTS PIECE 6CSJ12 x 7-1/4" INSTALL TIGHT. L_-] POST AT LOAD BEARING WALL-\ (2) 1 -0 A 325 ANCHOR BOLTS 2 CO FOUNDATION -REINFORCING S 2" MIN RETURN TOP AND BOTTOM 4" RETURN DIAGONAL STRAPS (BS OF WALL) BREAK TRACK TO WELD POST TO PLATE SEE FOUNDATION DRAWINGS ,67 FOR ADDITIONAL INFORMATION HOOK ANCHOR BOLTS UNDER BOTTOM REINFORCING STEEL (TYP.) 1 $) AN WT4 BEY WIND STRAP BS OF WALL SEE SCHEDU 4" RETURN TOP & BOTT �kl� III A I I el Irt Inc, 2 ) LR&J III It S4.2J SCALE 3 -1 �AL STRAP EA. )F WALL STUD. PLICE PLATE !ON (I 2GA) UMM r?"Am, I 4 0 /"N A nt A TC DC f)17 III) I I 8 )8HAU � $11-I S4.2J SCALE-* 1-112 - rA A N42 fie + 112 112"0 RAWL SPIKES AT INTERVALS INDICATED BELOW. FOR SHORTER INTERVALS USE MIN.(2) BOLTS PER TRACK AND (SEE PLAN) PLATE SEGMENT, Rv = 0.45k/BOLT MTH (MIN. 2-112" CONCRETE EMBEDMENT) CENTER ANCHOR ON STUD WALL. CONT. TSB18 BOTTOM RUNNER (10'-0" LENGTHS MIN) (2) 0.145-0 PAFS @ 24"O�C. CONT. 112- PLATE SET ON MIN 1" NON -SHRINK GROUT LEVELING BED. CENTER 1/8 12 ON STUD WALL (10'-0" LENGTHS MIN) =377Z 7 < 4 4 4 .4 4 6q 4 4 4 .4 4: 4 `v 4 4 4 SEE FOUNDATION DRAWINGS FOR MORE INFORMATION FACE OF CONCRETE AT XTERIOR WALL TOP TRACK TO WT4 TYPICAL II CK TO WT4 POST TIFFENED FILLER ASSEMBLY 3S OF WALL) SEE I/S4.2 POST � (2) 1 "0 A 322 ANCHORBOL BREAK CONTINUOUS AT MND POST ANQ AT DEMISING WALLS V- 2 " X 6 112 " X I AT CORRIDOR WALLS 1$-21$ X 4*' X 1 112" PLATE. CENTER ON F SAW CUT OR GAS CL PLATE EDGES (TYP.) FOUNDATION REINFORCING STEEL I " MIN RETURN N TOP ?ACK TO 3T TO PLATE 2� b EQ EQ A -A -PLAN DETAIL OF TRACK (PLATE SIMILAR) NTS K ANCHOR BOLTS UNDER TOM REINFORCING STEEL (TYP.) V -A TE TE Interigr Design =ng cope Architecture MAN 11 Graphic Design The Hillier Group 500 Alexander Pork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton 2" MIN RETURN TOP AND BOTTOM 4" RETURN DIAGONAL STRAPS (BS OF WALL) BREAK TRACK TO WELD POST TO PLATE SEE FOUNDATION DRAWINGS ,67 FOR ADDITIONAL INFORMATION HOOK ANCHOR BOLTS UNDER BOTTOM REINFORCING STEEL (TYP.) 1 $) AN WT4 BEY WIND STRAP BS OF WALL SEE SCHEDU 4" RETURN TOP & BOTT �kl� III A I I el Irt Inc, 2 ) LR&J III It S4.2J SCALE 3 -1 �AL STRAP EA. )F WALL STUD. PLICE PLATE !ON (I 2GA) UMM r?"Am, I 4 0 /"N A nt A TC DC f)17 III) I I 8 )8HAU � $11-I S4.2J SCALE-* 1-112 - rA A N42 fie + 112 112"0 RAWL SPIKES AT INTERVALS INDICATED BELOW. FOR SHORTER INTERVALS USE MIN.(2) BOLTS PER TRACK AND (SEE PLAN) PLATE SEGMENT, Rv = 0.45k/BOLT MTH (MIN. 2-112" CONCRETE EMBEDMENT) CENTER ANCHOR ON STUD WALL. CONT. TSB18 BOTTOM RUNNER (10'-0" LENGTHS MIN) (2) 0.145-0 PAFS @ 24"O�C. CONT. 112- PLATE SET ON MIN 1" NON -SHRINK GROUT LEVELING BED. CENTER 1/8 12 ON STUD WALL (10'-0" LENGTHS MIN) =377Z 7 < 4 4 4 .4 4 6q 4 4 4 .4 4: 4 `v 4 4 4 SEE FOUNDATION DRAWINGS FOR MORE INFORMATION FACE OF CONCRETE AT XTERIOR WALL TOP TRACK TO WT4 TYPICAL II CK TO WT4 POST TIFFENED FILLER ASSEMBLY 3S OF WALL) SEE I/S4.2 POST � (2) 1 "0 A 322 ANCHORBOL BREAK CONTINUOUS AT MND POST ANQ AT DEMISING WALLS V- 2 " X 6 112 " X I AT CORRIDOR WALLS 1$-21$ X 4*' X 1 112" PLATE. CENTER ON F SAW CUT OR GAS CL PLATE EDGES (TYP.) FOUNDATION REINFORCING STEEL I " MIN RETURN N TOP ?ACK TO 3T TO PLATE 2� b EQ EQ A -A -PLAN DETAIL OF TRACK (PLATE SIMILAR) NTS K ANCHOR BOLTS UNDER TOM REINFORCING STEEL (TYP.) V -A TE TE IN .11, - I � hifecture Interigr Design =ng cope Architecture Construction . management Graphic Design The Hillier Group 500 Alexander Pork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York Woshinqton Clarks Summit Kansas City Dallas Sydney Certificate of Authorization Signoture ond Seoll Prolessimol Li0ense No P(O*t Dored Arrowwo0a Sheet Title HOTEL ADDITION BRACED FRAME DETAILS 0010 fro*t No, 7-31-98 98075 Scole Sheet No. AS NOTED' Drown JPD SC2 'd Description CSC Engineering GrOUP, P.A. I I Ge Avenw, Colonist, Now Jersey 07Wt :(7 M-1200 Fax: ("2),726 -OM IN .11, - I � hifecture Interigr Design =ng cope Architecture Construction . management Graphic Design The Hillier Group 500 Alexander Pork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York Woshinqton Clarks Summit Kansas City Dallas Sydney Certificate of Authorization Signoture ond Seoll Prolessimol Li0ense No P(O*t Dored Arrowwo0a Sheet Title HOTEL ADDITION BRACED FRAME DETAILS 0010 fro*t No, 7-31-98 98075 Scole Sheet No. AS NOTED' Drown JPD SC2 'd 1-#6 CONT. COLUMN. CONCRETE SLAB -ON -GROUND BASEMENT ALIGN FLOOR FINISH m co FOR WALL ATTACHMENT CONCR. SLAB SEE < < FILL BEAM POCKET JOINT NTH THIS TOE OE 5LAQ _j DETAIL SEE COLD FORMED SEE PLAN PLAN FOR ELEVATION, V) SOLID WITH CONCRETE FRAMING DETAILS THICKNESS REINF'G CONSTRUCTION JOINT uj z EL. +0'-Q"- �- < �U_j z AT TIME OF MAIN LEVEL PROVIDE 3x3xy4"x6" BEAM, SEE PLAN uj _j uj < 1-#6 CONT. cf- i SLAB PLACEMENT LONG ANCHOR ANGLE =#40 2"o.c Q Q_ EACH SIDE OF BEAM z W Z uj 0 uj 2-#6 CON T /WELD DECK 0 W WEB. WELD TO BEAM V) B TOP & L 06"c.c. VAPOR LYxYxl/4� CONT. W/1"xy8"x8" MIA ui < 04 QW99t4A :�c t I �__-1 I F___ I F_ 1 I�W c_-) Lu + BARRIER (TYP). = FII�F, STRAP ANCHORS 0 12"c.c. I I N I =11z11 I P-11 F, P —1r±-F-- CBEAM SEE M A A PLAN #4@1 2"o.c HO' 4 !Nj E__1 11 VOLCLAY Rx 3$-Oos WATER- 2-#6 TOP CON (0 CONT. EA.F. L PROOFING Z'��#421 01 2"c. c. (TYPICAL) EQ. VER11CAL a #7 x5' -O" LONG # EACH FACE INSULATION, SEE ARCH. DWGS. -2-#7 x5* -O" LONG (ADD'L.) T_ 4012"o.c. 4" NON -SHRINK GROUT i�4 (ADDITIONAL) 3-#6 CONT. -/]6- V_01$ FOR BOTTOM OF FOOTING ELEVATION, SEE PLAN (TYP). .jD T. WN TO V90(��L X3-X1W CONT. ui cl )WGS. Z2 #4012 c.c. EA. WAY CENTER ON BEAM 2 -3/4 0 A307ANCHOR B 8RG. k +2" CENTER ON BEAM 'POCKET' ---#5012"c. c. VERT. BOLTS W/3" HOOK p Coo-0012"e.c. HORIZ. AT WALL 13LMING BEAMS m TQP OE SL4B BEAM EMU 10 4 EL. _9'_O" V) #4 1 0 12"c.c. DWLS.----------- FOR BEARING PLATE EQ. c, --2-#6 CONT. z SECTION B -B S E C T 1 0 N 1 ct NOW ic AND ANCHOR BOLTS SCALE Y2"=1'-0" TYP. U.N.O. 10 _j SEE BEARING PLATE a. 1-#4 CONT. SCHEDULE ON Y4" N 6 - td _11a_l;�R m Z UJ #41;t 12"c.c. DWLS-. S -O" 0 ui DRAWING S101 Y4* V 6#` 01 2"c. c. /-#4 F- im M 0 -3-#6 CONT. X__/ 2x4 KEY W/VOLCLAY R 3" CLEAR TYPICAL FOR BOTTOM OF 3o -O" FOOTING ELEVATION SEE PLAN L LTS ATE ZAIM -7 Akltlt. TOP OF SLAB EL +0 -ost INTERMITTENT 2x4 SHEAR KEY 12" DETAILS SEE COLD FORMED LONG/12- SPACE 2 #7 CON T. TOP DEVELOP INTO WALL EACH END r -#4x8' -O" 012"c.c. #4 0 012" o. c. 2 #7 CONT BOTTOM FOR DOOR LOUVER. SEE ARCHITECTURAL DRAWINGS sin DETAIL AT DOOR #4012*c.c. EACH FACE EACH WAY #4 L 012c.c. 3-#6 CONT. FOR BOTTOM OF F001ING ELEVATION SEE PLAN TOP OF WALL +Qv -O" E S -0m @1 2"c. c. #4f zl--1 1 11- BQIIQM Q CQNQEEIE DEA ELEK -l'-10' #6 TOP CONT. -WALL BEYOND -1-0 CONT. 4!-0* 01 2"c. c. F FOR BOTTOM OF FOOTING ELEVATION SEE PLAN (TYPICAL) x4 KEY W/VOLCLAY RX 6" 11-0`9 6$j STAIR SMNGER BRG. S E C T' 1 0 N SCALE 1/2"=11-o" TYP. U.N.O. Rue ;Rol STEPPED FOOTING BEYOND SEE PLAN #4 1 0 12"c.c. DWLS. _0L a (0 .1 0 CN #4 12-c.c. DWLS. Lo 2x4 KEY W/VOLCLAY RX-----" Ictl m F WA Call t—SEE PLAN FORSTEEL BEAM SIZE AND 7pv 2 ORIENTATION '-W SECTION A -A _ c4 + y; BEND BARS DOWN AND FILL WATERPROOFING, TYPICAL ON WALLS OPENING WITH CONCRETE AND SLAB, SEE ARCH. DWGS. AND AFTER ELEVATOR CYLINDER SPECIFICATIONS FOR SPECIFIC IS IN. PLACE REQUIREMENTS 4 #6 INSIDE FACE TOP OF SLAB -A-t- I S E C T 1 0 N F -SEE ARCH. DWGS. FOR SILL DETAILS AND LOCAT10N TOE QE ME 32-0" :t to -14 1 01 2"c. C. (ALL AROUND) _#3 0 012" o.c. .1 1 - 2*-Oo* v- ELE A O CYLINDER STA #4012"c.c. VOLCLAY RX -i z WATERSTOP VERT. E.F. _j c; (TYPICAL) #4012"c.c. -J:D HORIZ. E.F. < -#4012"c.c. EA. WAY TYP. TYP. #4 012'cc. DWILS. E.F. .................... xW -#5012"c.c. VERT. —W-0 0 T -#4012"c.c. HORIZ. lk IN I IQP OF SLAB ^p ^11 5012 EACH ::>tL t -LAN #4012 -o/c A HORIZONTAL and VERTICAL EACH FACE #4012"o/c - #4012 0/c - FOR BOTTOM OF FOOTING ELEVATION SEE PLAN z < _j CL W W 4o—o" 01 01 2"o/� _#4 —1-#6 CONT. 1-#4 CONT. 01 2"c.c. # c.c. PROVIDE PVC WATERSTOPS, WAY T&B (TYPICAL) SEE ARCH. DRAWINGS #8 T&B EACH SIDE OF OPEING -C"DINATE DIM - W/aEV. SUPPILIEW ELEVAI01D I E C, T 1 0 N F 7 JQE QF 5LAB (7WALL u_j -i ELEV� 0- BEYOND Z W 0 Lu 0 1 0 N 1 V-6- _16- 2$-0" A A z W :2 0 I >. CNI sAmm #4xl 0'-0' 01 2"o/c MID -DEPTH #7 012"o/c 102 QE _S A" REVISIONS No. Date Description 7-31-98 ISSUED FOR CONSTRUC11ON OF 4 0 J' AL f Mr. "S W SEE PLAN - 1 1. , jolumaimim, I "IffLy MR # 0 AL 4- 0 — #4.1 01 2'ec. #4 012" o.c. HORIZ. #4 012" o.c. VER11CAL HOOK BOTTOM ENDS 2-#6 CON S E C T 1 0 N F 1 2 prkx*ton Philadelphia New York Washin 9tan Clark* Summit Kansa* City Dallas Sydney Cortlificatlan of AUVWfzatlon SIgnaturs, and S" Proffs"onal 11cense No, Pro*t U I'AL 'A Sheet Title HOTEL ADDITION FOUNDAMN SEC11ONS Date Job No. JULY 31, 1998 0001-0523-01 scale Sheet No. AS NOTED Drawn ip FOR WALL ATTACHMENT DETAILS SEE COLD FORMED FRAMING DETAILS r -#4x8' -O" 012"c.c. MID -DEPn4 v— r U) W It 0;� 3-#6 CONT. -C4 +#3012"o.c. Plannlng Interior Desl9ft LandsoVe ArWtecturs 3" CLEAR TYPICAL Con*tru tion Man"ment GraphiccOesign FOR BOTTOM OF The 1411W Qwp FOOTING ELEVATION n,,At1sxamcW Park CH 23 an, N.�L 0&%3—W23 SEE PLAN SEE PLAN TO. 609-452—BSM Fay. 609 -452 -OU W SEE PLAN - 1 1. , jolumaimim, I "IffLy MR # 0 AL 4- 0 — #4.1 01 2'ec. #4 012" o.c. HORIZ. #4 012" o.c. VER11CAL HOOK BOTTOM ENDS 2-#6 CON S E C T 1 0 N F 1 2 prkx*ton Philadelphia New York Washin 9tan Clark* Summit Kansa* City Dallas Sydney Cortlificatlan of AUVWfzatlon SIgnaturs, and S" Proffs"onal 11cense No, Pro*t U I'AL 'A Sheet Title HOTEL ADDITION FOUNDAMN SEC11ONS Date Job No. JULY 31, 1998 0001-0523-01 scale Sheet No. AS NOTED Drawn ip ReVisions No. 1. Date I Description MB CONNECTION DETAIL ( 4 N I YfJ. JUI '",�TYP._WALL URIDGING DETAIL 2_'WYPICAL $T$ I�JERSECTION DEIALL ri�_SING_LE HEAD ITRACK TO..JA VS—K-27 SCALE: NTS S5. SCALE: N. T.S. VS5.2) SCAM MIS S5.2) SCALE: NTS 2 001- 0 0 SPACING JAMB: SEE SECTIONS FOR SIZE, TYPE & CONFIGURATION @ JAMB: SEE SECTIONS FOR SIZE, 2"X2"xl6GAxO'-6" LONG CLIP ANGLES 118 24" O�C. ATTACH TO HEAD/SILL AND JAMB W1 (3 TYPE AND CONFIGURATIONS. 1/8 1" @ 24" O.C. #10 DIA. SCREWS AS SHOWN. SIDE LAP, 1/8 1 @ 12 0. C 2"x2"xl6GAxO'-6" LONG CLIP ANGLES ATTACH TO klEADISILL AND JAMB W1 (3 -7 #10 DIA. SCREWS AS SHOWN. HEAD (SILL SIMILAR) Consultants 0 r CSC 0 Engineering Groups PA. 1201 SL George Avenue. Colonis, New JerseY 070M HEAD: (SILL SIMILAR) 0 Lil Phone: (732) 726-1200 Fax: (M) 726-0722 SPACING SPACING (D_,,INDICATES JOIST SUPPORT SEE PLAN 1 1/8 1 @ 24" 0. C. #12-14 SCREWS @ 12" O.C. INTERMEDIATE SUPPORTS AND END LAPS. 1/8 1" @ 12" O.C. 6" O.C. MAX AT ALL DECK EDGES #12-14 SCREWS @ r.-__.�._'�TYPICAL 13UILT-UP MEMBER FABRICATION DETAILS Arch ecture 8 interior Design 7 NG AT EN T PATTERN, Planning TYPICAL COSNER DETAIL r6 *NEUIL T. UP, LfEAD /SILL TO JAMB ONNECRON DE—TAIL - N. T. S. Cc t 0 "� Architecture VS5.2) SCALE. Lond8c 't S5.2j SCALE: NTS ns ruc ion Management VS -5—.2-) SCALE: N.T.S. SCALE: N.T.S. Graphic Design The Hillier Grouo 500 Alexander Park CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 n ce on Philadelphia New York Woshinqton Ciorks 'Summit Kansas City Dallas Sydney Tertificote of Authorization "TSB" STIF'S AT CSJ JOISTS JOIST @ 24" O.C. "CSJ" STIF'S AT CSW JOISTS JOIST SEE PLAN WEB STIFFENER SEE "CSW" STIF'S AT CSE JOISTS BUILT UP POST SEE PLAN AND DETAILS SEE PLAN PLAN AND DETAILS (4)# 12-14 SCREWS TOP & BOTTOM SEE S6.1 FOR REVS EA. LEG @ CONTROL JOINTS. WEB STIFS MATCH WIDTH AND )r8 WEB OF POST BELOW GAGE OF STIFFENER 66—Wl.4 x W1.4 W.W.F. 7 l _-I BEAM SEE PLAN) CHAMFER FOR RADIUS (TYP.) Signature and Seol L __ V 11111 ___TVARIES 4 4. —� �-t Prolenimal se a X X. -4x 4 PLAN 4 SEE A ------------------ 7----FLUSH BEAM SECTION AT EA. WEB>T SEE PLAN 0 STIFFENER 8 2 BUILT UP POST L 2 x 2 x 12 GA x 6" NOTES: 1. STIFFENER TO FIT TIGHT INSIDE JOIST. SEE PLAN WELD AS SHOWN PROVIDE FULL STIFFENER BEARING TO ENSURE LOAD TRANSFER . ..... OF WEB STIFFENERS, 2 FOR''INSTALLAT[ON DoraLl AT BRACED FRAMES SEE 1/54.2 ArrowwcooJ 3. STIFFENER TO MATCH GAGE OF NOTE: ALL BEAMS ARE FLUSH FRAMED U.N.O. SUPPORTING STUD BELOW, U.N.O. Sheet title HOTEL ADDITION TYPICAL DETAILS� 2 TYPICAL -LOIST TO BEAM CONNECTION DETAIL TYPICAL WEE STIFFENEL-CONNECTION DETAIL SCALE.- N.0 --,�TYPICAL DETAIL OF CONCRETE SLAB ON METAL DECK /' ll.NN TYPICAL FLUaH- FRAMED, B M DELAIL rg r10 VS5.2�) VS_5_.2j_SCALE.' N.0 �SUJ SICALE.- N.T-S, Pto*t NO. KS5.2j SCALE: N.T.S,, ll*� -7 -Zl-OQ 98075 A NOIE:, e Sheet No. 5/8" ATTACH JOIST TO SOLID AS NOTED Drown 3/4 BRIDGING WITH (2) #10-16 S5.2 'Checked 5/8 KHS SCREWS. SOLID BRIDGING: USE A PIECE OF 16GA. JOIST X f -10" LONG. USE (3) PIECES OF SOLID BRIDGING AT TOP TRACK. SEE SECTIONS T -T INSTALL ADDITIONAL STUDS EACH END OF JOIST RUN. LOCATE FOR SIZES AND DETAILS FOR SIZES AS REQUIRED FoRFINISHES BRIDGING LINE @ JOIST MIDSPAN. SEC. A METAL DECKING ALIGN (1) FURRING CHANNEL EQ 2 EQ WITH BLOCKING LINE -L 7 .31.98 ISSUED FOR C( 1/8 1/8, 1" @ 24" O.C. i @ 24 0. C. No. Dote )escription SEE PLANS FOR SIZE, GAGE AND SPACING OF JOISTS Issues 1-112"x 16 GA. CHANNEL CONT. 2"x2"xWIDTH OF STUD x18 GA.CLIP SPACED .@ 48" O.C. VERTICALLY. U.N.O. AT EACH END OF SOLID PIECE, ANGLE. ATTACH TO STUD WA2) #10-16 ATTACH TO 2 x 2 ANGLE WI(2) _j 4" X 2" X 16GA. CLIP ANGLE X SCREWS (SEE DETAIL ABOVE) #10-16 SCREWS (SEE DETAIL ABOVE) 5-112- LONG. ATTACH CLIP ANGLE TO JOIST AND BRIDGING W1 (2) 0, Fr_ J #10-16 SCREWS EACH LEG, TYP, VERTICAL STUDS. SEE I Lj SECTIONS FOR SIZES N 0 TE: LOCATE EDGE OF KNOCKOUTS 10 SEC., MIN 10" FROM END OF STUD Z (3) WALL STUDS POST SEE PLANS (3) STUD STUD BOTTOM TRACK PLACED AS SHOWN. CORNER jE.0 =TI =0 N SEE SECTIONS FOR SIZES MB CONNECTION DETAIL ( 4 N I YfJ. JUI '",�TYP._WALL URIDGING DETAIL 2_'WYPICAL $T$ I�JERSECTION DEIALL ri�_SING_LE HEAD ITRACK TO..JA VS—K-27 SCALE: NTS S5. SCALE: N. T.S. VS5.2) SCAM MIS S5.2) SCALE: NTS 2 001- 0 0 SPACING JAMB: SEE SECTIONS FOR SIZE, TYPE & CONFIGURATION @ JAMB: SEE SECTIONS FOR SIZE, 2"X2"xl6GAxO'-6" LONG CLIP ANGLES 118 24" O�C. ATTACH TO HEAD/SILL AND JAMB W1 (3 TYPE AND CONFIGURATIONS. 1/8 1" @ 24" O.C. #10 DIA. SCREWS AS SHOWN. SIDE LAP, 1/8 1 @ 12 0. C 2"x2"xl6GAxO'-6" LONG CLIP ANGLES ATTACH TO klEADISILL AND JAMB W1 (3 -7 #10 DIA. SCREWS AS SHOWN. HEAD (SILL SIMILAR) Consultants 0 r CSC 0 Engineering Groups PA. 1201 SL George Avenue. Colonis, New JerseY 070M HEAD: (SILL SIMILAR) 0 Lil Phone: (732) 726-1200 Fax: (M) 726-0722 SPACING SPACING (D_,,INDICATES JOIST SUPPORT SEE PLAN 1 1/8 1 @ 24" 0. C. #12-14 SCREWS @ 12" O.C. INTERMEDIATE SUPPORTS AND END LAPS. 1/8 1" @ 12" O.C. 6" O.C. MAX AT ALL DECK EDGES #12-14 SCREWS @ r.-__.�._'�TYPICAL 13UILT-UP MEMBER FABRICATION DETAILS Arch ecture 8 interior Design 7 NG AT EN T PATTERN, Planning TYPICAL COSNER DETAIL r6 *NEUIL T. UP, LfEAD /SILL TO JAMB ONNECRON DE—TAIL - N. T. S. Cc t 0 "� Architecture VS5.2) SCALE. Lond8c 't S5.2j SCALE: NTS ns ruc ion Management VS -5—.2-) SCALE: N.T.S. SCALE: N.T.S. Graphic Design The Hillier Grouo 500 Alexander Park CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 n ce on Philadelphia New York Woshinqton Ciorks 'Summit Kansas City Dallas Sydney Tertificote of Authorization "TSB" STIF'S AT CSJ JOISTS JOIST @ 24" O.C. "CSJ" STIF'S AT CSW JOISTS JOIST SEE PLAN WEB STIFFENER SEE "CSW" STIF'S AT CSE JOISTS BUILT UP POST SEE PLAN AND DETAILS SEE PLAN PLAN AND DETAILS (4)# 12-14 SCREWS TOP & BOTTOM SEE S6.1 FOR REVS EA. LEG @ CONTROL JOINTS. WEB STIFS MATCH WIDTH AND )r8 WEB OF POST BELOW GAGE OF STIFFENER 66—Wl.4 x W1.4 W.W.F. 7 l _-I BEAM SEE PLAN) CHAMFER FOR RADIUS (TYP.) Signature and Seol L __ V 11111 ___TVARIES 4 4. —� �-t Prolenimal se a X X. -4x 4 PLAN 4 SEE A ------------------ 7----FLUSH BEAM SECTION AT EA. WEB>T SEE PLAN 0 STIFFENER 8 2 BUILT UP POST L 2 x 2 x 12 GA x 6" NOTES: 1. STIFFENER TO FIT TIGHT INSIDE JOIST. SEE PLAN WELD AS SHOWN PROVIDE FULL STIFFENER BEARING TO ENSURE LOAD TRANSFER . ..... OF WEB STIFFENERS, 2 FOR''INSTALLAT[ON DoraLl AT BRACED FRAMES SEE 1/54.2 ArrowwcooJ 3. STIFFENER TO MATCH GAGE OF NOTE: ALL BEAMS ARE FLUSH FRAMED U.N.O. SUPPORTING STUD BELOW, U.N.O. Sheet title HOTEL ADDITION TYPICAL DETAILS� 2 TYPICAL -LOIST TO BEAM CONNECTION DETAIL TYPICAL WEE STIFFENEL-CONNECTION DETAIL SCALE.- N.0 --,�TYPICAL DETAIL OF CONCRETE SLAB ON METAL DECK /' ll.NN TYPICAL FLUaH- FRAMED, B M DELAIL rg r10 VS5.2�) VS_5_.2j_SCALE.' N.0 �SUJ SICALE.- N.T-S, Pto*t NO. KS5.2j SCALE: N.T.S,, ll*� -7 -Zl-OQ 98075 7 e Sheet No. AS NOTED Drown JPD S5.2 'Checked KHS 6TSDI8 CONT. BC WALL TRACK #10-16 SCREWS BS OF WALL CEN T 40 TnD IMAl V 00 L Vit -C -110N A S5.37 SCALE: .3 6TSC SLIPI (TYP.) FS14 CONT, SHIM WELDED TO OP OF JOISTS (8S) -1/4TSB14 CONTINUOUS UNNERS (TYP) IEB STIFFENERS EE 10/55.2 FOR STIFFENER ISTALLATION DETAIL (EA. ND OF EA. JOIST) 'FS14 CONT. SHIM WELDED TO 0TTOM OF JOISTS (BS) (1) 3116"0 X I" EMBED. HILTI KWIK-CON @ EA, STUD DGE BEAM SEE PLAN 112" CAP 10-16 SCREWS @ 12"O.C. INSTALL CHANNEL BRIDGING AT KNOCKOUT NEAREST THE TOP OF THE WALL STUD. SEE DETAIL 1/85.2 FOR ADD'L INFO r7 5.3 3-112TSDI-8 CONT. N F(2)#10-16 SCREWS @24"O,C. UNWEX-111 STIFFENER / k8 V 2 (TYP 3/4 " 0 PUDDLE WELDS k8 Y4 AT�6" O.C. 4 4 4 < 4 A 4- 4 L 3 X 3 X 1/4 CONT. WELD TO STUD AS SHOWN ABOVE. 2-112CSJ16 WEB STIFFENER @ 24"O,C, SEE 10/85.2 L'2 X 2 X 12GA CONT, #12-14 SCREWS EA. LEG ,;—i /,?TqAiq rnN @ 6"O.C. (2)#10-16 SCREWS @ 24"O.C. Low - W1 314-0 PUDDLE WELDS @ 12"O.C. 4 yz1-14 Z'11 L 3 X 3 X 114 CONT. 6" STUDS @ 24"O.C. (2) #10-16 SCREWS AT 12" O.C. 6TSD18 6TSB18 Y8 V 3" 6" STUDS @ 24"O.C. NOTE: ALIGN WEBS OF STUD ABOVE AND BELOW fl 6 NNECTIQ-NDE TAIL 1' 5 '\SECTION. @____EXTERIOR WALL SCALE. -__r=1'-0 SCALE: 3 =1it-60 4 x 4 x 12GA PLA TE, (2)# 12-14 SCREWS EACH SIDE. WEB STIFS INSIDE BREAK ANGLE AS REQ,D JOISTS (TYP.) 1-24 AT POST H — I I li- _j I —z- t —11-- 4+ U_ SECT LjI < L2 x 2 x 12GA X 4 (2) 7 1/4CSJI 6 (2) 7 1/4CSJ16 TOP (2)# 12-14 SCREWS EA. LEG. BOTTOM/>�/8 F LL NOTE: BREAK ANGLE AT WIND BRACE DOUBLE STUD POST POSTS AS REQUIRED. INSTALL WEB STIFS AND GUSSET PLATES (BS OF WALL) PER DETAILS 4 & 5 ON S4.1 r9**"\ CONNECTION DELAIL_ VS__&3/ SCALE: 3-_i�-O TAPERED LIGHTWEIGHT INSULATING CONCRETE CELL CLOSURE AT EA. WE13> STIFFENER 2 SAWCUT CONTROL JOINT SECURE DECK TO EA. JOIST 5/8 " 0 PUDDLE WELD W/ #12-14 SCREWS @ 6"O.C. AT 6" O.C. 4 4 4 -t4' L 3 X 3 X 114 CON T. WELD TO STUD AS SHOWN ABOVE. 2-112CSJ16 WEB STIFFENER 0 24"O.C. SEE 10/85.2 3-1/2TS818 CONT. (2)#10-16 SCREWS _,____3-1/2TSB18 DROPPED @ 24"O�C. DOOR HEAD W" V v ,or- __ 19 - zi SAWCUT CONTROL JOINT CELL CLOSURE--, 3-1/2CSJ18 @ 24"O.C. + 3-112TSBI8 ,,.,-TOP AND BOTTOM. PROVIDE DOUBLE STUDS A T EA. WEB>,_ AT DOOR JAMBS STIFFENER (1) 3/16"0 X I" EMBED. HIL TI KWIK-CON @ EA. STUD AND JAMB. 4 �4 4 4 �1 4 4 4 4 4 4q q L 3 X 3 X 114 CONT� WELD TO STUD AS SHOWN ABOVE. 2-112CSJ16 WEB STIFFENER k @ 24"O.C. SEE IO/S5.2 L 2 X 2 X 12GA CONT. #12-14 SCREWS EA. LEG 3-1/2TSBI8 CONT. @ 6"O.C. (2)#10-16 SCREWS @ 24"0. C. 112 it 0 RAWL SPIKES AT 48" 04C. Rv = O..45k/BOLT WITH (MIN. 2-112" CONCRETE EMBEDMENT) -CENTER ANCHOR ON STUD. WALL. CONT. TS818 BOTTOM RUNNER (10'-0" LENGTHS MIN) I" CONCRETE GROUT LEVELLING BED FACE OF CONCRETE AT EXTERIOR WALL 4 interior Design, '4-3 Landscape Architecture Construction management Graphic Design V Princeton, New Jersey'08534 4 < Princeton 17 New York Woshin�uomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signature and Sed Pmfessionol ucose No WT4 BEYOND SECURE TO POST CAPTRACK W1 (4)0.145"0 P.A.F.s 3-1/2TSBI6 + 3 112" POST -SEE PLAN — ANDSCHEDULE SLAB CONSTRUCTION OVER CORRIDOR 20GA, POUR STOP ROOF CONSTRUCTION OVER TYPICAL UNITS 7-1/4 JOIST PER PLAN L2 x 2 x 12GA. x 5" A LEG 718 L2 x 2 x 18GA. CLIP ANGLE r10_""\CQNN -CTION DETAIL (2)# 10-16 SCREWS EA. LEG. �S&3j SCALE:- 37-Iii-0- 4 L2 x 2 x 12GA. x 7" BS OF WALL EA LEG EA ANGLE ) 1/8 L2 x 2 x 12GA. X 3 112" LONG (3)# 10-16 SCREWS EA. LEG. 11 W0NNLQj1C s5.,37 SCALE: .3 = I to )TSB18 3OX BEAM SEE PLAN �UILD UP WITH WELD 6 SHOWN ;TSB18 't ) STUDS @ 24" OIC )'EE PLAN' (3) #12-14 SCREWS @ 12 " 0. C. (TOP & BOTTOM) 3 1/2TSBI6 + 3 112- 20GA. POUR STOP FLOOR CONSTRU�TION F -OVER TYPICAL U ITS interior Design, Description Landscape Architecture Construction management Graphic Design V Princeton, New Jersey'08534 Tel'609 452- 8888 'Fox 609 452 8332 Princeton 17 New York Woshin�uomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization 7-1/4 JOIST PER PLAN L2 x 2 x 12GA. x 5" A LEG 718 L2 x 2 x 18GA. CLIP ANGLE r10_""\CQNN -CTION DETAIL (2)# 10-16 SCREWS EA. LEG. �S&3j SCALE:- 37-Iii-0- 4 L2 x 2 x 12GA. x 7" BS OF WALL EA LEG EA ANGLE ) 1/8 L2 x 2 x 12GA. X 3 112" LONG (3)# 10-16 SCREWS EA. LEG. 11 W0NNLQj1C s5.,37 SCALE: .3 = I to )TSB18 3OX BEAM SEE PLAN �UILD UP WITH WELD 6 SHOWN ;TSB18 't ) STUDS @ 24" OIC )'EE PLAN' (3) #12-14 SCREWS @ 12 " 0. C. (TOP & BOTTOM) 3 1/2TSBI6 + 3 112- 20GA. POUR STOP FLOOR CONSTRU�TION F -OVER TYPICAL U ITS 7-1/4 JOIST PER PLAN L2 x 2 x 12GA. x 5" -I---- 1r, X EA LEG 1/8 POST -SEE PLAN AND SCHEDULE L2 x 2 x 18GA. CLIP ANGLE (2)# 10-16 SCREWS EA. LEG. Revisions interior Design, Description Landscape Architecture Construction management Graphic Design V Princeton, New Jersey'08534 Tel'609 452- 8888 'Fox 609 452 8332 Princeton Philadelphia New York Woshin�uomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signature and Sed Pmfessionol ucose No 7-1/4 JOIST PER PLAN L2 x 2 x 12GA. x 5" -I---- 1r, X EA LEG 1/8 POST -SEE PLAN AND SCHEDULE L2 x 2 x 18GA. CLIP ANGLE (2)# 10-16 SCREWS EA. LEG. Revisions iiiiie interior Design, Description Landscape Architecture Construction management Graphic Design The Hillier Group 500,Alex.onder Park CN 23 Princeton, New Jersey'08534 Tel'609 452- 8888 'Fox 609 452 8332 Princeton Philadelphia New York Woshin�uomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signature and Sed Pmfessionol ucose No NOW Dolral ArrowwooJ Sheet Title HOTEL ADDITION DETAILS Doe Pro)Kt NO. 7-31-98 98075 scate Sh7t Z AS NOTED D rown JPD S5m3 Cheok,W KHS L Description Issues Consul nU'-- CSC "ErWineeA" G"UP9 P-Ae Phone: (732) -1200 � Fax: (732) 726-0722 iiiiie interior Design, Plonnin Landscape Architecture Construction management Graphic Design The Hillier Group 500,Alex.onder Park CN 23 Princeton, New Jersey'08534 Tel'609 452- 8888 'Fox 609 452 8332 Princeton Philadelphia New York Woshin�uomn Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signature and Sed Pmfessionol ucose No NOW Dolral ArrowwooJ Sheet Title HOTEL ADDITION DETAILS Doe Pro)Kt NO. 7-31-98 98075 scate Sh7t Z AS NOTED D rown JPD S5m3 Cheok,W KHS L Revision$ Na. Dote Description K.2 6TSB18 CONT. EXPANSION JOINT 6CSJ18 @ 24" O/C 6TSB18 @ TOP 7 NOTE' VERIFY THIS CONDITION NOTE: VERIFY THIS CONDITION 6TS816 @BOTTOM IN THE FIEI D. 14CSJ14 CONT. IN THE FIELD. BLOCKING BETW. JOISTS. WELD TO __j STAIR CONSTRUCTION – – – – EACH STUD (TYP) --T ------------------------- 6" STUDS @ 24"O.C.----, SEE PLAN EXISTING FLOOR AND INSULATING WALL- CONSTRUCTION --N W 7-1/4TSDI4 CONCRETE 6TSDI8 CONT. 7.31.9 ISSUED FOR CONSTRUCTION A BOTTOM TRACK::::�� - — — — — — — - No� Dote Description 's ... AT EACH Issues SHIM TO 4 JOIST 1-24 L Y8 FULL JOIST ------ t J /4 JOISTS @ 24"O.C. 7- 3FS14 CONT. SHIM 3FS14 CONT TS 6 X 2 SHIM (D 2FS14 CONT. SHIM VERTICAL SLOTTED CONNECTION 7 Nam amwm BY CURTAINWALL MANUFACTURER WEB STIFFENER @ EACH 7-1/4TSDI4 TRACK JOIST L 2 X 2 X 16 GA. X 0– 7" LONG CLIP ANGLESECURE TO JOIST AND 6TSB18 ALUMINUM CURTAINWALL TRACK WITH (4) #12-1-4 SCREWS SHIM TO SYSTEM K – — — — — I T EA. LEG AS SHOWN BELOW –16SCREWS WHERE JOIST 1/8 LL SHOWN @ EA. JOIST/ .... STUD 2 4 r8 SEE FOR DETAILS 6TSDI8 CONT. BOTTOM TRACK AT NEW HOTEL WALL SECI10 AT S TAIR VS5.5J SCALE 1-1/2= –0 T ]CAL CANT. PARA -PET Q -EIA --IL CONNEC OR- DEDA L AT EXISLING HOTEL K2 VS5.5)` SCALE 3N–V-0 SCALE.- 3 =1l-0* r m" Nam lawm 318- BENT PLATE OR ANGLE X 0'-6" LONG MIN. Im Mom TRIM 6TSDI8 TRACK FOR INSTALLATION OF STEEL W ANGLE W ELEVATOR GUIDE RAIL < Ile ts Consulton < 2" 4 C S a Engineering GrOUP9 P -A- 2-112 CSJ1 6 F WEB STIFFENERS 1291 SL George Averivie. Colo*a. Now Jersey 07067 16 - (M) 726-1200 Fax: (M) M-0722 Phone. BUILT UP STUB POST @ 24"O.C. 7-N L 4 X 4 X 318 CONT.__/--' 2-112CSW14 X 0'-7-114" SILL SUPPORT ANGLE FOR W=3-1/4" EA. SIDE OF FLOOR TRACKS L 3 X 3 X 1/4 CONT. USE 3-112" X 12 GA ADD STUDS TO MATCH POST WEB STIFFENERS BS. WIDTH.--,, INSTALL PER 10/85.2 2-112 CSJ1 6 r 2-12 WEB STIFFENERS FOR W=6" 8 @ 24"O.C. USE 6" X 12 GA ------ NOTE: WALL STUDS ABOVE AND BELOW WEB STIFFENERS BS. 1-3\ NOT SHOWN FOR CLARITY INSTALL PER: 10/S5.2 W NOTE: INSTALL SILL SUPPORTANGLE PRIOR TO PLACING CONCRETE SLAB Architecture �; terior Design L=pe Architecture Construction Management SECTION Graphic Design T Hillier he ukk CN 2:5 500 Alexon r Princeton, Jersey 08534 W /'FN)i-SECTl AT ELEVA!Q'-R-SLLl- W Tei 609 452 8888 VS5.5) SCALE 3 0 T Fax 609 452 8SS2 6 SECTION AT LEVATOR RAIL SUPPOIN I., rince on NOTE: SEE 1/85.3 FOR ADDITIONAL INFORMATION P , ilodelphio loom= wow SCALE: 37-1"–o New York NOTE: SEE 2/85.3 FOR TYPICAL WALL Washintuomn Clarks mit CONSTRUCTION INFORMATION. Kansas City L J DOUBLE NUT & WASHER Dallas Sydney (TYPICAL) Certificate of Authorization 4 '04 OST DETAIL FOR P 4 4 OST EE-TWEEN.-FLOOR JQI*-STS A 4 T ICAL STUB P '6a .4. -0 4 1 --d ' * . :� .,. - -,. - ;' :.. . . -q� .* �& - . . .. 'A 4- 4 4 K S5.5j SCALE.- 40 f 4.4 A 4. 4 -A 4 A - 4 4 TYPICAL POST 7 SUPPORT ALLIGHT GAGE3EAM. SCALE.- 37=f -0w 318" DIA x 1 5/8" EMBED POWER STUD NOTE: THE MAXIMUM ALLOWABLE LOAD PER FASTENER (ROD COUPLING VERSION) IS 230 tbs. FURNISH HANGERS ACCORDINLY SO THAT L BY RAWL, (CAT # 7490) THE MAXIMUM ALLOWABLE FASTENER LOAD IS NOT EXCEEDED. EMBEDED AT HIGH POINT OF DECK FLUTES 112" THD ROD Sgooture end Sod P1723 ANGLE FITTING Professlonol Ll�ense No BY UNISTRUT OR EQUAL. pivied .4 �!l - -4. 4 SECURE TO JOIST WITH 4. 5/16" DiA BOLT & NUT )F- 7 P1206 ANGLE FITTING 318" DIA BY UNISTRUT OR THRD ROD EQUAL. SECURE TO JOIST WITH 0 112" DIA BOLT & NUT 5/16 DIA THD ROD Dora SECTION Arroww NOTE: SUPPORTING HANGING LOADS FROM JOISTS FLANGESOR CONCRETE SLAB, �%ftt Tittle IS NOT PERMITTED HOTEL ADDITION FOR ADDITIONAL INFO ON HANGING SYSTEM AND SUPPORTED COMPONENTS DETAILS FOR ADDITIONAL INFO ON HANGING SEE MIEIP DRAWINGS SYSTEM AND SUPPORTED COMPONENTS SEE M/E/P DRAWINGS 98075 Scale shoo No. AS NOTED H. SUPPQ Drawn r9 NM E RE DELAIL JPD S5m5 LL �YN >FULL< 1-24 > 1/8�FU r8*"'N MEQH---,SUPPQffT DETAIL ��S&5j SCALE: 3 =1 —0 Cheoked �S&5j SCALE 3 –111F–On KHS STUD TO JOISP BEYOND SECTION SCALE: 3 a = V-0* ---------- STAIR CONSTRUCTION SECTION �—Svj SCALE 1-112 # = V-00 POST TO BEAM BELOW BY STAIR MFR. BEAR POST ON L. G. BEAM. 112" STEEL BEARING PLATE (BY STAIR MFR.) A ^lZrl SCALE: 3 is -o" �12 x 3" POST -miji PLAN 3 1/2CSJI 2 BETWEEN JOISTS (BS) 4 + 112 I SECTION 7 SCALE: 3 V-0* 1%ft—.0e r2--%� SECTION VS -5—.7—)'— SCALE: 30 — V-00� PO S -T 3 112" x 5" SECURE LAB W1 (2) EMBED HILTI KWIK 1/8" CONT. BE PLATE Planning 'a 112"0 EXP. BO, @ 24" O.C. 3/4"0 PUDDLE WELDS @ 6" Oi I/ L3 x 3 x 114 - 7 X "ONT. E Am'i— SECTION F11 FOR EXP. JOINT DETAILS SEE ARCHT'L DWGS. '2) 314-0 PUDDLE NELDS ATTACH DECK -LUTE �PERED L. W. ISULATING CONC. SECTION @ EXPANSION JOINT @ ROOF SCALE: 3* = V-00 )N T. PLA TE D L -W TING CONC. POSTS PER PLAN SEE POST SCHEDULE L3 x 3 x 112 x 5" OVER CORRIDOR BENT E 8 x 4 3/8 x 3/8 BS OF EXPANSION JOINT NOTE: WEB STIFS INSIDE BEAM V"q,OT SHOWN FOR C- , m -SECTION @ EXPANSION JOINT SUPPORT L3 x 3 x 112 x .5" POSTS PER PLAN— SEE POSTSCHEDULE BENT E 8 x 4 318 x 3/8 BS OF EXPANSION JOINT 3/4", WELD W1- I y I IL c-' f% ' �/ - " -1 - Revisions No. Dote Description Interior Design Planning 'a Landscape Architecture Construction Management Graphic Design The Hillier GrouD 500 Alexander Pork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York WoshiN.o,n Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signoture cod Sed Profesel"01 Lic"Se No PrOW Doral ArrowwooJ Sh"t 'ritle HOTEL ADDITION DETAILS Dote Noject No, 7-31-98 98075 SIZ, Sheet mo. AS NOTED Drown JPD S5m7 Checked KHS 7.31.9�ISSUED FOR CONSTRUCTION rNtsos Date Description L i ues Consultants: CSC EngineerIng Groups P.A. 1291 sL George Avenue, Colonia, New Jersey 07W, Plione: L2�)- 726-1200. Fax. (M) 726-M2 m 0 PUDDLE EACH DECK ,--�,o�SECTION @ EXPANSION JOINT VS5.7/ SCALE: 3 11-0110 %%....00 A 11 hitecture rch Interior Design Planning 'a Landscape Architecture Construction Management Graphic Design The Hillier GrouD 500 Alexander Pork CN 23 Princeton, New Jersey 08534 Tel 609 452 8888 Fox 609 452 8332 Princeton Philadelphia New York WoshiN.o,n Clarks mit Kansas City Dallas Sydney Certificate of Authorization Signoture cod Sed Profesel"01 Lic"Se No PrOW Doral ArrowwooJ Sh"t 'ritle HOTEL ADDITION DETAILS Dote Noject No, 7-31-98 98075 SIZ, Sheet mo. AS NOTED Drown JPD S5m7 Checked KHS i -Z - 7 - I On A - ZZ" TRIPLE OR DOUBLE STUD JACKPOST. SEE — PLAN DROPPED HEADER DETAIL SEE ENLARGEMENT FOR STUB POST DETAILS. ADD'L FULL HEIGHT STUD AT DOUBLE STUD JACKPOST 4CSJ16 WEB STIF IN EA. HEADER (EA. END). AT TRIPLE STUD JACK POST USE 6CSJ16 WEB STIFS. 6TS818 x JACKPOST WIDTH. (4) 3/4 DIA. A— BOLTS (G� SECTION I STUB POST @ DOUBLE STUD JACKPOST SECTION I STUB POST @ TRIPLE L2 x 2 x 14GA x 8 TOP & BOTTOM, n*f L2 x 2 x 14CA x 1 0 TOP & BOTTOM, NOTE: ALIGN WEBS WITH WEBS OF STUDS ABOVE. STUB POST DETAIL ENLARGEMENT SECTION "X" a Revisions LIGHT GAGE FRAMING NOTES Description 1. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THESE ITEMS WITH THE LIGHT GAGE FRAMING. 2. ALL STUDS, JOISTS, AND ACCESSORIES THAT ARE SPECIFIED ON THESE DRAWINGS REFER TO NOMENCLATURE THAT IS USED BY DIETRICH INDUSTRIES INC. OF PITTSBURGH, PA. LIGHT GAGE FRAMING COMPONENTS MANUFACTURED BY OTHERS ARE ACCEPTABLE, SUBJECT TO THE APPROVAL OF THE ENGINEER. REFER TO THE PROJECT SPECIFICATION FOR A LIST OF ACCEPTABLE MANUFACTURERS. 3. ALL JOISTS, STUDS, AND ACCESSORIES THAT ARE 16 GAGE AND HEAVIER (EXCEPT TRACK SECTIONS) SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM, A653, SQ, WITH A MINIMUM SPECIFIED YIELD STRESS OF 50 KSI, JOISTS, STUDS AND ACCESSORIES THAT ARE 18 GAGE AND LIGHTER (INCLUDING ALL TRACK SECTIONS) SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A653, CQ, WITH A MINIMUM SPECIFIED YIELD STRESS OF 33 KSI - 4. GALVANIZATION SHALL CONFORM TO ASTM A525, G60 COATING CLASS. 5, DO NOT PUNCH HOLES IN ANY MEMBERS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. MANUFACTURER'S STANDARD PUNCH OUTS ARE ACCEPTABLE IN THE FOLLOWING APPLICATIONS: A. TYPICAL WALL STUD FRAMING B. TYPICAL JOIST FRAMING C. ALL BUILT UP POSTS EXCEPT BRACED FRAME WIND POSTS THE EDGE OF THE PUNCH OUTS NEAREST TO THE END OF THE MEMBER MUST BE 12" (MINIMUM) AWAY FROM THE END OF THE MEMBER. 6. PUNCH OUTS ARE NOT PERMITTED IN THE FOLLOWING MEMBERS: A. ALL WIND FRAME COMPONENTS B. ALL BUILT UP HEADERS C. ALL TRACK SECTIONS 7. TORCH CUTTING OF MEMBERS IS NOT PERMITTED. 8. ALL CONNECTIONS SHALL BE WELDED, UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS. DO NOT SUBSTITUTE SCREWS FOR CONNECTIONS THAT ARE SHOWN TO BE WELDED. BLED JOISTS PLAN) 9. ALL WELDING SHALL BE PERFORMED BY WELDERS LICENSED BY THE AMERICAN WELDIN G SOCIETY (AWS D1.3 AND DIA AS APPLICABLE) AND QUALIFIED Issues Consultonts: FOR THE WELDING OPERATIONS INDICATED ON THESE DRAWINGS. SUBMIT COPIES OF ALL WELDER'S CERTIFICATE FOR APPROVAL. 10. SCREWS THAT ARE SPECIFIED ARE TO BE HEX WASHER HEAD SCREWS AS MANUFACTURED BY ITW BUILDEX, A MINIMUM OF 112 EDGE DISTANCE AND FASTENER SEPARATION IS TO BE MAINTAINED AT EACH CONNECTION. 11. POWDER ACTIVATED FASTENERS (P.A.F.'s) THAT ARE SPECIFIED ARE THOSE MANUFACTURED BY HILTI, OR APPROVED EQUAL. FASTENERS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 12. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS THAT ARE TO BE SUBMITTED TO'THE ARCHITECT FOR APPROVAL. SHOW ALL TYPICAL FRAMING CONDITIONS AND DETAILS. IF PREFABRICATION OR PANELIZATION IS CHOSEN AS THE METHOD OF ERECTION, SUBMIT PANEL DRAWINGS SHOWING MEMBER SIZES, CONNECTIONS, AND PANEL TO PANEL CONNECTIONS. 13. ERECTION TOLERANCES: ONCE THE SECOND FLOOR WALL STUDS HAVE BEEN ERECTED AND ALIGNED, A VERTICAL TOLERANCE OF 1/8" IS PERMITTED FROM THE PLUMB LINE OF THE SECOND FLOOR STUDS. 14. PRIOR TO FABRICATION AND ERECTION. OF ANY LIGHT GAGE FRAMING, SUBMIT THE FOLLOWING: A. SHOP DRAWINGS B. WELDER'S LICENSE AND QUALIFICATION CERTIFICATE C. MANUFACTURER'S PRODUCT DATA FOR ALL COMPONENTS 15. SPECIAL INSPECTIONS: IN ADDITION TO THE INSPECTION REQUIREMENTS OF OTHER MATERIALS, THE FOLLOWING ITEMS ARE TO BE INSPECTED BY AN INDEPENDENT ENGINEER RETAINED BY THE OWNER: A. STABILITY OF THE BUILDING DURING CONSTRUCTION OPERATIONS B. ALL WELDING OPERATIONS C. ALL WIND BRACING CONNECTIONS D. ALIGNMENT OF VERTICAL ELEMENTS WITHIN THE SPECIFIED TOLERANCE. 7 1/4TS814 JOIST CLOSURE TRACK a Revisions 1 Description ==L Description Issues Consultonts: CSC Engineering Groupt P.A. 1291 SL George Avenue, Colonla. New Jersey 0706 Phone: (732) 726-1200 Fox I , I I 1, , I � I . . � I I I I I I I . � I - I � - - I I . . I � . I I I I � I . . I . I . I I REVISIONS I � I I I I I I � I . I . I , . I . I . I I � I . . . I I . I .. I I � � � . I � . . . � . I I . I . . I I � � . GENER& NQ= No. I Date I Description I � I , . I � I . � � I I . I I I . I . 7-31-98 ISSUED FOR CONSTRUCTION � � I I I . I I CONCRETE STRENGTH 4000 PS, NORMAL VADGHT 4J= PSL NORMAL VAMT . SAW PIL NORMAL VOGHT CONCRETE STRENGTH BAR LAP TOP IWS -_ _07HUR B -A -R9 TOP B MER BWS_ TOP BAM OTHER BARS LAp W SIZE A Cv-% CATEGORY CATEGORY - CATEGORY - CATEGORY CATEGORY - CATEGORY SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE DRAWINGS S11 :9 > I I 1 314 15 6 I I 21 3 4 6 - 1 2 314 BIG 1 2 3 1 4 1 5 6 I 1 2 13 4 5 I 6 1 3 5 #3 7A 16 16 16116116 _� - �__ 2 16 13 13113 3 13 -51 13113114 1 2:24 14 14114 1 5 14 14 12 12 12 112 112" 1 2 13 113 1 T3_ 13 13113 12 12 12 12 12 12 A #3 Z M a 21 21 21 21 21 21 16 16 16 16 16 16 18 18 18 18 18 18 16 16 16 16 16 6 16 6. MECHANICAL OPENINGS SHALL BE COORDINATED BY CONTRACTOR WITH MECHANICAL ASTM A123, A153 AND A386. . < 0- in * . --- __ __ - r- -, v ENGINEER. FINAL SIZES AND LOCATIONS TO BE SUBMITTED TO THE STRUCTURAL ENGINEER 10. ALL COLUMNS SHALL BE MILLED TO BEAR AT BASEPLATES AND CAP PLATES. a #4 A 23 22 22122122 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL ROOF OPENINGS 22 18 17 17 17 17117 SHOWN ON THE STRUCTURAL, ARCHITECTURAL AND/OR MECHANICAL AND ELECTRICAL 20 19 19 19 19 5 15115115 " 15 18117117 I 17 17117 1 - N�_ IN- "i BOUNDAMM MECHANICAL OR ELECTRICAL TRADES TO SUPPORT THEIR EQUIPMENT SHALL BE SUPPLIED A #4 i I a I a 30 28 28128128 � 28 23 22122 FOUNDATIONS FOR THIS PROJECT CONSIST OF SPREAD AND STRIP FOOTINGS DESIGNED TO 22 22 22 26 24 24 24 24 24120 OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS, AND BE , 1 I I HANGED OVER UNDISTURBED VIRGIN SOIL) HAVING AN ALLOWABLE BEARING CAPACITY OF 2 TONS MADE IN THE SHOP. HOLES SHALL BE REINFORCED AND APPROVED BY THE ENGINEER. � L_ _. - _ - _ -I-- _J I DIRECTION PER SQUARE FOOT IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN 'REPORT OF 13. BURNING OF HOLES, CUM ETC.. IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT a #5 A 36 29 27 27 27 27 27 221 21 21 21 21 31 25 23 23 23 23 24 19 18 18 18 18 28122 21 21 1 21 21 21 17 16 16 16 16 I A #5 NQM . I 8 .46 ,37 35 35 35 35 1. PANEL END 3eO PUDDLE WELD 0 6*o/c. HAVE LOWER BEARING CAPACITIES THAN REQUIRED, MATERIALS SHALL BE REMOVED AND CAPACITIES. CAPACITIES SHALL BE NOTED AS THE MINIMUM CAPACITY OF THE . 40 32130 2. ABUT71NO ENDS - -3,rOPUDDLE WELDS 0 12"o/c EAC14 PANEL. 30 30 30 31 25 23 23 23 23 36 29 27 27 27 27 28 221 21 1 21 21 21 a #8 A 1,50140 ,35 32 ,32 32 311 31 27 25 25 25 44 35 31 28 28 28 34 27 24 22 22 22 39 31 27 25 25 25 30 241 21 19 111 19 A #8 8 65 52 46 42 42 42 50 40 35 32 32 32 57 45 40 36 36 36 44 35 31 28 28 28 51 41 36 33 33 33 39 31 27 25 25 25 8 #7 A 69 55 48 39 38 .38 5.3 42 37 30 29 . . 29 59 48 42 33 ,323 33 46 37 32 26 25 25 53 43 37 30 29 29 41 33 29 23 23 23 A #7 a 89 71,63, 50, 49 49-,50,55 48 39,38, 38 77 62 54 43 42,42,59 48, 42, 33, 33 33 69 55 48 39 38 38 53 43 37 30,29 ,29 a #8 A 90 72 631 51 145 43 70 56, 49 39 35 33 78 63 55 44 39 37160 411142 26 30 29 70 56 49 39 35 33 54 43 38 30 27 26 A fla 8 117 94 82 66 59 56 90 72 63 51 45 43 102, 81 1 71 57 51 48178 63 55 44139 37, 91 73164 51 46143 70 56 49139 35 33 8 #9 A 114 91 80 64157 48 M 70 62 49 44 37 99 79 69 56 '72 50 42176 61 153 43138 32 89 71 62 50 ' 44 38 68 55 48 38 34 29 A #9 S . 148.119 - 104 83 74 63 114 91 80 64 57 48 129 103 90 64 55 99 79 69 56 50,42 115 92 a 81 65 " 58 49 .89, 71 62 50 44 38 a #1 0 A 1451 li6 102 81 31 58 112 89 78 � 63 56 45 126 101 - 8 8 - I 70 63 50 97 77168 5414111,39 112 90 79 (l 63 56 451117 69 61 49 43 35 A #10 S 88 1 'S 1 132 10617, 94 76 1451116 102 81173158 163 131 11114 . 92 65 1261101188 701 63 50 1461117 10 10E2 59 112 901 6 I I #11 A 1781142 125 1001 89 71 1371 __ 119 46- 7jil-ig- J 5-5 TET �_23 108186 E82 - 62 119195183 67 59 1 1 48 9 97 - -69 5�106 -71� 14 -86 74 60 53 1 1 A 4 4111 I I 9 5,162,1301116 93 11781142,125 1001891 71 2001160 100 80 80 15911231108 , 86 77 62 11381110- 1791143,126 1101 90 10 11 I 55 a I I I I I I I � . � � I I . I 1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS 2. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR ASTM A36 UNLESS NOTED OTHERWISE. � I � � . AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT 3. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS, IN SLIP CRITICAL I SUPPORTED PANEL SIDE PANEL END -PROVIDE CLOSURE TO THE IMMEDIATE ATTEN71ON OF THE ARCHITECT. TYPE CONNECTIONS CONFORMING TO ASTM A325 AND SHALL BE PROVIDED WITH I LONG IPANELI ID - TACKWELDED OR SCREWED TO 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SEC71ONS UNLESS OTHERWISE HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR SOLT HEAD). PANEL 0 2'-6-0/c TYPICAL NOTED. . 4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS IN SUP CRI71CAL TYPE 1 -7 '_ MTH (-010JECTIONS, SHALI CAKIF( C4)sl 7 IWI D 7/ 3 CnNTRAf-TnR -,14AH rl III V APAM Akin nTL4vavA4zv pariirrm At i wriote m pant-togr4m M Tn rwsr ry THE FOUR MrTHnn,,- nrci-omm iii Tmr Ai4zr . I I NOTES' . . � . . I I . 1. CATEGORIES 1 THROUGH.6, WHICH DEPEND ON . . I THE TYPE OF STRUCTURAL ELEMENT, CONCRETE I COVER, AND THE CENTER -TO -CENTER SPACING I OF THE BARS ARE DEFINED IN TABLE AT RIGHT. 1 2. LAP SPLICE LENGTHS ARE MULTIPLES OF 'TENSION DEVELOPMENT LENGTHS: CLASS A - 1.04AND I I I CLASS B - 1.31,4(ACI 12,15.1) VALUES OF ij FOR BARS IN BEAMS OR COLUMNS ARE BASED ON TRANSVERSE L I . . � REINFORCEMENT MEETING MINIMUM REQUIREMENTS FOR STIRRUPS IN AO 11.5.4 AND 1`1.5.5-, OR MEETING THE � REQUIREMENTS OF ACI 7.10; AND ARE BASED ON MINIMUM COVER SPECIFIED IN ACI 7.7. 3. CONDITIONS WHICH REQUIRE CATEGORY I OR CATEGORY 2 LAP SPLICE LENGTHS SHOULD BE AVOIDED IF AT ALL POSSIBLE FOR THE LARGER BAR SIZES. THESE INORDINARELY LONG LENGTHS PRESENT POSSIBLE I CONSTRUCTABILITY PROBLEMS DUE 'TO PLACING CONGESTION, ETC, � 4. THE ACI 318-95 CODE DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. � I . THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. --- ,- SLABS � CA1EGM. AOCORDM TO SMXILVAL c0NCRM CENIFER-TO-CENTER BAR SPACM ELEMENT COVER s3db >3db 14�5 2t$db 2" SURFACES PLACED AGAINST EARTH 3- . ,C4"�r b 46 t, SURFACES EXPOSED TO EARTH IMMS, CCUMNS. ' SURFACES EXPOSED TO WEATHER 1 W OTHER SURFACES 1. SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE DRAWINGS AND 104ER LAM :9 > I I 1 2 'OF WALLS OR �� 8 WIDE CONTACT WITH 1 1 3 5 a I 5 �4 I SUPPORTING STEEL � ' I _� - �__ 2 ALL OTtM >&db 7, db, I 3 3 4 1 2:24 1 1 3 1 5 I 6 I CONSTRUCTABILITY PROBLEMS DUE 'TO PLACING CONGESTION, ETC, � 4. THE ACI 318-95 CODE DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. � I . THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. --- ,- SLABS � I" TIED PIERS (CLEAR DIMENSION TO TIES) UNTIL THE STRUCTURE IS COMPLETED. SURFACE EXPOSED TO EARTH AND WEATHER 2- I 1W FOUNDATION ELEMENTS I 3,000 PSI 22 db 2" SURFACES PLACED AGAINST EARTH 3- . . WALLS I , SURFACES EXPOSED TO EARTH 2v ' SURFACES EXPOSED TO WEATHER 1 W OTHER SURFACES 1. SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE DRAWINGS 117 db � I . . � I . � 5. IvP BARS ARE HORIZON IAL BARS WITH MORE THAN 12 IN. OF FRESH CONCRETE CAST BELOW THE BARS. I LAPPED ENDS. _,nvr%1rM%v, Qnr-r- "Im VIN 09%M11111 OV I n^ I NV nVINI&VIII I AL 1WVVr_Mr_f41 VIN VLF% 11%�AL Z>Vt1WIItU VVIIM ::)IVNtIJ A14U ZOILALtU k;ALk;VLAIIVNZo rVK ANT NON -SI NDAKD Sk; 6. #11 AND SMALLER EDGE BARS WITH C.C. SPACING NOT LESS THAN 6dbARE ASSUMED TO HAVE A SIDE COVER . SETTLEME14T OCCURS TO EXISTING STRUCTURES, STREETS, OR U71UTIES ADJACENT TO DOUBLE ANGLE CONNECTION. NOT LESS THAN 2.54b, 07HERWISL CATEGORY 5 APPLIES RATHER THAN CATEGORY 6. 1 3. PANEL INTERMEDIATE SUPPORT - 34"O PUDDLE WELD 0 12"0/c. PROJECT SITE. 17. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT SYSTEM. . - . 4. PANEL SIDE - 3;0 PUDDLE WELDS 0 24*o/c. 4. CONTROL SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT . � I I � I � . � . I ' i i e% 1 5. PANEL SIDE WITH FILLER PIECE - 3;0 PUDDLE WELDS 0 6-0/c FOUNDATION WORK WILL BE PERFORMED IN DRY CONDITIONS AND ON UNDISTURBED SOIL I . I TENSION DEVELOPMENT AND, LAP SPLICE LENGTO ACI 318-89 FILLER TO PANEL AND FILLER TO SUPPOR71NG STEEL 5. EXCAVATIONS FOR FOOTINGS SHALL BE FINISHED BY HAND. . . I � � !)21QAL QQNQRE11 QQ\/F*Ei 6. PANEL SIDE LAP -NO. 8 MACHINE SCREWS 0 2eo/c. 6. FOUNDATION CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. I I � I row 10% v0%L NW& VW I & I VW dft NOV& ,0*& A IL 11 AFWL AM% A 00ft &of& I 1 7. BACK -FILLING AGAINST FOUNDATION WALLS WHICH RETAIN EARTH SHALL BE DONE COMPOSIIE SEEL E=R & RQQF Q= I I � . I I I . I I I I I � . . . . I . � 1 I I I 1u.1 � - - - I - ROVIDE FILLER PIECE - __1 . UNTIL THE STRUCTURE IS COMPLETED. I � I , L . I 1 I "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS*, SECTION 8d. c a- C HEMAW PLAN �HQWHQ Mo L IL IEC]]Ql I IND! N I t QQ OF S"'EL QEQK I . TINGMEMBERS) (DASHED LINES INDICATE PERMANENT STEEL SUPPOR I I L CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLAB ON GROUND IS IN PLACE 1. ALL LATEST EDITION OF THE FOLLOWING CODES AND AND CONCRETE HAS OBTAINED THE SPECIFIED 28 -DAY COMPRESSIVE STRENGTH. TRUCKS, . STEEL DECK SHALL CONFORM TO THE BULLDOZERS, ETC., SHALL NOT BE ALLOWED CLOSER THAN W -O" TO ANY FOUNDATION SPECIFICATIONS: WALL I A. STEEL DECK INSTITUTE (S.D.I.). 8. ALL FILL AND BACKFILL IN BUILDING AND "THIN 5'-O* OF BUILDING SHALL BE WELL -GRADED SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL . GRANULAR MATERIAL CONTAINING NO MORE THAN 12X NOR LESS THAN 5X BY WEIGHT OF MEMBERS (AISI). I I I I THE MATERIAL PASSING THE #200 SIEVE. COMPACT FILL AND BACKFILL IN 12* LAYIERS C. SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL A nnRF) VAT14 A 14FAVY VIRPATnRY ('471UPACMR Tn AT I EART Q-rN'R nF THE U AY!U1 lu FOR BUILDINGS (AISC). I � I I . I 3,000 PSI 22 db - 30 db > 12* 4,000 PSI FROM PANEL SIDE TO t 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH 5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL CONNECTIONS , I 18 d . ,b Lo (n SUPPORTING SIM WHERE 1 1 PANEL HAS LESS THAN 1V 7// �, LATEST AISC LRFD SPECIFICATIONS. � ';_� 4�114 " I � �6 ; � THK MIN Y 1 2. ALL CONNECTIONS SHALL BE DESIGNED FOR THE LARGER OF MINIM. - _r4y,; APPROPRIATE PROVISIONS OF EACH OF THE FOLI-OWING: � 1� I T D � P.E. SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE DRAWINGS 117 db � I . . � I . � I 4dbOR - - I . I MAXIMUM UNIFORM LOAD CARRYING CAPACITY. IN ANY CASE .. � -T-- __ __��R 1 ;:�5% I ,.e � CONNECTIONS SHALL NOT BE LESS THAN STANDARD AISC 8 WIDE CONTACT WITH 1 A. THE NEW YORK STATE BUILDING CODE. 6. *LOAD ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS, SLIP CRITICAL 0- I 5 �4 I SUPPORTING STEEL � B. THE A-I.S.C. AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR TYPE, UNLESS OTHERWISE SHOWN. I I W , 0 !Ict STRUCTURAL STEEL BUILDINGS% DECEMBER 1. 199& *BUILDING 7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL 5 - I k I . I r 8 UTTING ENDS t T C. A.C.I. CODE REQUIREMENTS FOR STRUCTURAL CONCRETE*, ACI 318-95. .1) AND SHALL BE DONE BY A.W.S. QUALIFIED WELDERS iF c�x (OR LAPPED -4 ENDS) 5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS . Z M a AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY & ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLTED CONNECTIONS AND WELDING I UJ -J:D 1 4 1 1 . I BETWEEN DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AREAS SHALL BE FREE OF OIL. PAINT, AND LACQUER. 2 d z: L-.--.--.- I PRIOR TO PERFORMING WORK. 9. STRUCTURAL STEEL TO RECEIVE HOT DIP GALVANIZATION SHALL MEET REQUIREMENTS OF � - __ __ - - z _2 6. MECHANICAL OPENINGS SHALL BE COORDINATED BY CONTRACTOR WITH MECHANICAL ASTM A123, A153 AND A386. . < 0- in * . --- __ __ - r- -, v ENGINEER. FINAL SIZES AND LOCATIONS TO BE SUBMITTED TO THE STRUCTURAL ENGINEER 10. ALL COLUMNS SHALL BE MILLED TO BEAR AT BASEPLATES AND CAP PLATES. z . I FOR APPROVALMASONRY I 11. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL ROOF OPENINGS < as \: _@ INTE MEEDDI I I SHOWN ON THE STRUCTURAL, ARCHITECTURAL AND/OR MECHANICAL AND ELECTRICAL I I SU ORT- UT, DRAWINGS. ANY STEEL WHICH IS NOT SHOWN ON THE CONTRACT DRAWINGS AS . " - I N K - I FURNISHED BY THE STRUCTURAL STEEL CONTRACTOR AND WHICH IS REQUIRED BY THE 15�� - N�_ IN- "i BOUNDAMM MECHANICAL OR ELECTRICAL TRADES TO SUPPORT THEIR EQUIPMENT SHALL BE SUPPLIED 14 i I AND INSTALLED BY THE CONTRACTOR REQUIRING SUCH STEEL UNLESS OTHERWISE NOTED. � I I I 1. FOUNDATIONS FOR THIS PROJECT CONSIST OF SPREAD AND STRIP FOOTINGS DESIGNED TO 12. CUTS. HOLES, COPING. ETC., REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF .e . 6 , I I I BEAR ON (UNDISTURBED VIRGIN SOIL, STRUCTURALLY ENGINEERED COMPACTED FILL PLACED OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS, AND BE , I I HANGED OVER UNDISTURBED VIRGIN SOIL) HAVING AN ALLOWABLE BEARING CAPACITY OF 2 TONS MADE IN THE SHOP. HOLES SHALL BE REINFORCED AND APPROVED BY THE ENGINEER. � L_ _. - _ - _ -I-- _J I DIRECTION PER SQUARE FOOT IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN 'REPORT OF 13. BURNING OF HOLES, CUM ETC.. IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT F - - - - OF SPAN 14- GEOTECHNICAL INVESTIGATION', PREPARED BY PAULUS, SOKOLOWSKI & SARTOR INC., I BE PERMITTED. EXCEPT WITH THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. - I I - - 17 DATED FEBRUARY 18,_ 1998. A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF 14. FOR MISCELLANEOUS STEEI, SEE ARCH17ECTURAL DRAWINGS. . 1 4 I El ]-..,.I, NEW JERSEY SHALL INSPECT AND VERIFY CAPACITY OF F001ING SUBGRADE PRIOR TO � 15. AT COLUMNS, IF EDGES OF STEEL DECK WOULD NOT OTHERWISE BE SUPPORTED, PROVIDE 1 I I N,________J PLACING FOOTING. 1/4* MINIMUM PLATE OR ANGLE FOR DECK SUPPORT. (MAY BE FIELD WELDED). r", 2. ELEVATIONS SHOWN ON THE DRAWINGS ARE TO THE BOTTOM OF FOUNDATIONS AND ARE 16. INITIAL SHOP DRAWING SUBMITTAL SHALL BE FOR PROPOSED CONNECTION DETAILS. THESE I NQM . I MINIMUM DEPTHS. IF BEARING MATERIALS AT THE SPECIFIED ELEVATIONS ARE FOUND TO I CONNECTION DETAILS SHALL INDICATE ALL CONNECTION MATERIAL AND DESIGN 1. PANEL END 3eO PUDDLE WELD 0 6*o/c. HAVE LOWER BEARING CAPACITIES THAN REQUIRED, MATERIALS SHALL BE REMOVED AND CAPACITIES. CAPACITIES SHALL BE NOTED AS THE MINIMUM CAPACITY OF THE . 2. ABUT71NO ENDS - -3,rOPUDDLE WELDS 0 12"o/c EAC14 PANEL. 3. REPLACED WITH LEAN CONCRETE. DESIGN, FURNISH, AND PLACE ALL TEMPORARY OR PERMANENT SUPPORTS, WHETHER CONNECTION TAKING INTO ACCOUNT SOLT, WELD OR MATERIAL CAPACITIES, AND- ANY REDUCTIONS DUE TO COPES, MATERIAL THICKNESSES, ETC. THESE DRAWINGS SHALL BE I LAPPED ENDS - 3-74 PUDDLE WELDS 0 12*01,n 0 CENTER OF 5. IvP BARS ARE HORIZON IAL BARS WITH MORE THAN 12 IN. OF FRESH CONCRETE CAST BELOW THE BARS. I LAPPED ENDS. _,nvr%1rM%v, Qnr-r- "Im VIN 09%M11111 OV I n^ I NV nVINI&VIII I AL 1WVVr_Mr_f41 VIN VLF% 11%�AL Z>Vt1WIItU VVIIM ::)IVNtIJ A14U ZOILALtU k;ALk;VLAIIVNZo rVK ANT NON -SI NDAKD Sk; 6. #11 AND SMALLER EDGE BARS WITH C.C. SPACING NOT LESS THAN 6dbARE ASSUMED TO HAVE A SIDE COVER . SETTLEME14T OCCURS TO EXISTING STRUCTURES, STREETS, OR U71UTIES ADJACENT TO DOUBLE ANGLE CONNECTION. NOT LESS THAN 2.54b, 07HERWISL CATEGORY 5 APPLIES RATHER THAN CATEGORY 6. 1 3. PANEL INTERMEDIATE SUPPORT - 34"O PUDDLE WELD 0 12"0/c. PROJECT SITE. 17. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT SYSTEM. . - . 4. PANEL SIDE - 3;0 PUDDLE WELDS 0 24*o/c. 4. CONTROL SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT . � I I � I � . � . I ' i i e% 1 5. PANEL SIDE WITH FILLER PIECE - 3;0 PUDDLE WELDS 0 6-0/c FOUNDATION WORK WILL BE PERFORMED IN DRY CONDITIONS AND ON UNDISTURBED SOIL I . I TENSION DEVELOPMENT AND, LAP SPLICE LENGTO ACI 318-89 FILLER TO PANEL AND FILLER TO SUPPOR71NG STEEL 5. EXCAVATIONS FOR FOOTINGS SHALL BE FINISHED BY HAND. . . I � � !)21QAL QQNQRE11 QQ\/F*Ei 6. PANEL SIDE LAP -NO. 8 MACHINE SCREWS 0 2eo/c. 6. FOUNDATION CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. I I � I row 10% v0%L NW& VW I & I VW dft NOV& ,0*& A IL 11 AFWL AM% A 00ft &of& I 1 7. BACK -FILLING AGAINST FOUNDATION WALLS WHICH RETAIN EARTH SHALL BE DONE COMPOSIIE SEEL E=R & RQQF Q= I I � . I I I . I I I I I � . . . . I . � 1 I I I I I . . L . . . � I � NORMAL WEIGHT CONCRETE STRENGTH DEVELOPMENT LENGTH LAP SPLICE LENGTH I � I , L . I 1 I I-S2K KL1N1-S2K&j1L4&j 08 . K b. I � I . L r c a- C HEMAW PLAN �HQWHQ Mo L IL IEC]]Ql I IND! N I t QQ OF S"'EL QEQK I . TINGMEMBERS) (DASHED LINES INDICATE PERMANENT STEEL SUPPOR I I L CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLAB ON GROUND IS IN PLACE 1. ALL LATEST EDITION OF THE FOLLOWING CODES AND AND CONCRETE HAS OBTAINED THE SPECIFIED 28 -DAY COMPRESSIVE STRENGTH. TRUCKS, . STEEL DECK SHALL CONFORM TO THE BULLDOZERS, ETC., SHALL NOT BE ALLOWED CLOSER THAN W -O" TO ANY FOUNDATION SPECIFICATIONS: WALL I A. STEEL DECK INSTITUTE (S.D.I.). 8. ALL FILL AND BACKFILL IN BUILDING AND "THIN 5'-O* OF BUILDING SHALL BE WELL -GRADED SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL . GRANULAR MATERIAL CONTAINING NO MORE THAN 12X NOR LESS THAN 5X BY WEIGHT OF MEMBERS (AISI). I I I I THE MATERIAL PASSING THE #200 SIEVE. COMPACT FILL AND BACKFILL IN 12* LAYIERS C. SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL A nnRF) VAT14 A 14FAVY VIRPATnRY ('471UPACMR Tn AT I EART Q-rN'R nF THE U AY!U1 lu FOR BUILDINGS (AISC). I � I I . I 3,000 PSI 22 db - 30 db > 12* 4,000 PSI 1 19 db 1 30 db > 12* 5,000 PSI AND H IGHER I 18 d . ,b 1,30 db > 12- I I � 1_____1 -1 1-1- � ___ .- - _ __ - ". ____', I I L . I � � MODIFIED PROCTOR DENSITY AS PER ASTM D-1557-70 UNDER THE SUPERVISION OF A D. STRUCTURAL WELDINd CODE - SHEET STEEL (AWS.D1.3), I I I .COMPRESSION DEVELOPMENT AND LAP SPLICE LENGTHS I . LICENSED SOILS ENGINEER. 2. ALL STEEL ROOF & FLOOR DECKS. SHALL BE AS INDICATED ON PLANS. MATERIAL SHALL . . . � � I ACI 318-95 , . I � � . A LL. AND BACKFILL SHALL BE LACED ON VIRGIN SOIL THAT DOES NOT CONTAIN ANY CONFORM TO ASTM A446, GRADE C, WITH MINIMUM YIELD STRENGTH OF 40,000 PSI. I . I I ORGANIC MATERIAL STRIP ALL TOP SOIL AS REQUIRED AND PROOF -COMPACT SUBGRADE 3. ALL STEEL FLOOR DECK SHALL BE G60 GALVANIZED IN ACCORDANCE WITH ASTM A525. � � . � I � . I 4 I ,-,/ I � I I FIED PROCTOR DENSITY AS PER ASTM D-1557-70 WITH A HEAVY 4. ALL STEEL ROOF DECK SHALL BE G90 GALVANIZED IN ACCORDANCE WITH ASTM A525. I I . . . � . � � I . � I . . - "' I/ . . 11 I THE SUPERVISION OF A LICENSED SOILS ENGINEER PRIOR � 5. ALL STEEL ROOF DECK AND STEEL FLOOR DECK SHALL BE CAPABLE OF SUPPORTING ALL I � I I t- ab R- TO INSTALLING FILL OR BACKFILL. CONSTRUCTION LOADS. STEEL ROOF DECK AND STEEL FLOOR DECK SHALL BE CAPABLE OF , I d L2r I . 10. FOUNDATION ELEMENTS SHALL BE CENTERED UNDER COLUMN CENTERLINES SUPPORTING LOADS SHOWN ON PLAN FOR THE INDICATED SPANS. . . I I � I :: 12 b _, FACE OF CONCRETE. I UNLESS OTHERWISE NOTED. 6. ALL STEEL ROOF AND STEEL FLOOR DECK SHALL BE CONTINUOUS OVER FOUR OR MORE I I I I - I MCRITCAL SECTION I I _. _I 11. NO FOOTINGS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPE EXTENDED STRUCTURAL SUPPORTSw (i.e.. DECK SHOULD BE DETAILED FOR A THREE -SPAN CONTINUOUS _. _ __ I I I . . . � . � I - . . I . I . � I I I I I NORMAL WEIGHT CONCRETE STRENGTH --- BASIC HOPK DEVELOPMENT LENGTH tO . I . - ;- db � -1 . - -1 z UVINIUM It . . � I I I � I � I -1/WF __ __7 - _LD AS REQ'D NQM.- I "MIN --SEE NOTE #1 2 JUS -3�"MIN 2JL:S 516"-%3 1. ALL CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE ' I OM T GE OF ANY UNDISTURBED SOIL OR OTHER FOUNVATION STF CTURE. CONDIPON). � . FK HE C1 SEST ED BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN 3* -6' BELOW FINISHED GRADE. � 7. STEEL ROOF & FLOOR DECKS SHALL BE WELDED AT ENDS AND AT ALL INTERMEDIATE . . I TING MEMBERS WITH 31e DIAMETER PUDDLE WELDS AT 12- O.C. IN THE BOTTOM I I .. I .. SUPPOR . OF THE RIB ACROSS THE WIDTH OF DECK UNIT. 1 . . I . I Me - , I - , P*p N - I 3,000 PSI I 22 db ___ - _f_ ____ --- I 4,000 PSI 19 db . I . I I . . I . , A- 3 THROUG14 No. 8 /V . . 1 7// �, LATEST AISC LRFD SPECIFICATIONS. � ';_� 4�114 " I � �6 ; � THK MIN Y 1 2. ALL CONNECTIONS SHALL BE DESIGNED FOR THE LARGER OF MINIM. - _r4y,; I 1 8. STEEL ROOF DECK AND STEEL FLOOR DECK SHALL HAVE NESTED SIDE LAPS AND BE ON2= . TH SELF TAPPING NO. 8 OR LARGER MACHINE SCREWS AT 24" . 1� I T D � P.E. 5,000 PSI 117 db � I . . � I . � I 4dbOR - - I . I MAXIMUM UNIFORM LOAD CARRYING CAPACITY. IN ANY CASE .. � -T-- __ __��R 1 ;:�5% I ,.e � CONNECTIONS SHALL NOT BE LESS THAN STANDARD AISC . o.c. UNLESS NOTED OTHERWISE. 1. ALL CONCRETE WORK SHALL CONFORM To THE LATEST EDITION OF THE A.C.I. *BUILDING Q_ AT Rr"q- Alt FI-Fr-TW.At - UFMANICAI AND PIPINr. qHAI I RF WtINIr. MnU FRAUlkir. .. 1.91. Tr -if A R760% . � � � I ____ __ -----. Z1_ MIN. I 'w I CONNECTION FOR THE PAR11CULAR BEAM DEPTH. CODE REQUIREMENTS FOR STRUCTURAL CONCREIV (ACI 318). -, -1-1 -1 - - ___ ------ .- I----,-- _ I—- I - ____ ---I-- -_ ------ � _ . -- . -,,AT -_ I - � M ONLY. WORK SHALL NOT BE HUNG FROM METAL ROOF DECK. -� I � ) I � NOTES- . 10154,14o. 9. No. 10 and No. 11 � I 1 3. DETAILER SHALL SUBMIT FOR APPROVAL, STANDARD CONNECTION 1 2. ALL CONCRETE SHALL HAVE MINIMUM 28 -DAY COMPRESSIVE STRENGTHS AS INDICATED 10. CUT OUT METAL DECK WHERE BOLT OR PLATE PROJECTIONS INTERFERE'WITH METAL DECK " I . 1, 1. MEN COVERAGE REQUIREMENTS SHOWN IN DETAILS ARE MET, BASIC - ldh >8 db _' -1 -tiV": � .L4 _ 11 BEARING. . - 1 .194 1 /V I I A^Le Mr-Url AMIA�&Vr I r- 4 - DETAILS CONFORMING TO THESE DETAILS 07H HIS ERECTION BELOW. � I I I � . I -I I L I . � . I I � I I . . . I I . I . " Lr -M71", f,ftz? Ivint Or- wiLlfrur-Li, Of V.f. . . . I STANDARD HOOKED BAR I L I- I L Idt, >6' TENSION � DEVELOPMEL4T , . - LENGTHS ACI 318-95 . � If . SEJ!QE BOLTO Qgblbl, .LS 5119P M&LQQ2 . � I UKAVY1111tr Z�UVMIZONVN. Z*o= AL.')V -Z'sIKULAUKAL ZILILL NVILZ3, 4. ALL BOLTS TO BE A325 H.S. BOLTS UNLESS NOTED OTHERWISE IN SUP CRITICAL TYPE CONNECTIONS ALL WELDING ELECTRODES TO !QONN, 9 BE E70XX. JL5 I I . I I , . I � I � � � . I � I I I . � . � REI N FORCING I . I FOUINDATIONS/WALLS & MECHANICAL ROOF 3500 PSI I . L I I . . . I I . . I -1 I I CONCRETE TYPE AIR ' WHERE USED STRENGTH AGGREGATE CONTENT , . 4000 PSI STONE 5 - 7X � FOUINDATIONS/WALLS & MECHANICAL ROOF 3500 PSI STONE 3% MAX SLABS ON GRADE. TOPPING ON METAL I I I I DECKS FOR FLOORS AND FRAMED SLABS I OQQ ��_J I DAX -4 . D N L I � I 1 -4 65-n70�'�),-�,/,� I*- __ ,7TS-S t-0 W F��;P � . - � 1-L -- --sStON I ALUILUS L . � SOKOLOWSKI I I I dSARTOR I 14 r'i--, I I � amsm"41; 04QNWM � . I . . . . . L #11 and SMALLER BARS, GRADE 60, UNCOATED REINFORCING STEEL BARS � I SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. I I I . I � . I I I � I � . I . . . . I . . I � . . . .TYPICAL STEEL CONNECTION DETAILS. � 67A MOUNTAIN BOULEVARD OMSION L � � I � . � � 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE. NEW BILLET STEEL, DEFORMED I I L I � I BARS, CONFORMING TO ASTM A-615. GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED I I I P.O. BOX 4039 . I R .NEW JERSEY L I . � . I AND WIRED IN PLACE PRIOR TO CONCRETE PLACEMENT. (732) 560-97W I I I . . I L . I . � I � . . � I 1 4. ALL WELDED WIRE FABRIC (W.W.F) SHALL CONFORM TO ASTM A-185. I . . I I ' I 1 5. UNLESS NOTED, ALL BARS MARKED CONt SHALL BE SPLICED AT ALL LAP POINTS AND . . I � I LIGHT GAGE GALV. SHEET METAL W/ RETURN Up I . NOTE 6- NOTE 6 --NOTE 6-L 1 . I L CORNERS AND DEVELOPED AT NON -CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE - � Consultants . I . I I I I . AS REQUIRED TO RETAIN CONCRETE WITHOUT DISPLACEMENT,, I � I __ - - - - - I /I- �2" CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM � I I I I � � L I . 1 18 GAGE MIN. OR STEE � iTNOTE 3 trTE 7 I . BARS AT SUPPORTS. WELDED WIRE FABRIC SHALL BE LAPPED 12 INCHES OR TWO SPACES, � L ANGLE/BENT PLATE I I I I . I . I I I . NOTES. --..A 4-40 -0 -v. .- - - WHICHEVER M LONGER. SHEETS SHALL BE "RED TOGETHER. I � . . � ,k.�; . . .. .... - , * . . L . . I � � 1. STEEL DECK & TOP FLANGES OF THE BMS SHALL . . r . � 6. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS SHOWN IN DETAILS. . . . . � I 1. . I I . _ I # - �z - :::r - I . 7. PROVIDE A MINIMUM OF 1-#4 NOSING BAR IN EACH CONCRETE STEP. I I I I � FOR RECESS AT EXP. JT. COVER PLATES SEE ARCHT. DETAILS. . BE FREE OF PAINT, ICE, WATER, DIRT, EXCESSIVE L � I 8. WHERE CONCRETE ABUTS MASONRY, PROVIDE VERTICAL METAL SLOTS TO RECEIVE I . . . . R MATERIALS INJURIOUS L I I NOTE '---NOTE 2 NOTE 5 GALVANIZED METAL DOVETAIL ANCHORS. SLOTS SHALL BE SPACED AT 24" ox. - . � . WELD TO BM 3" LONG 012�cx. U.N.O. . TO WELDING. I . 9. VERTICAL CONSTRUCTION JOINTS IN CONCRETE WALLS SHALL BE LOCATED AT MIDPOINT I . . ' L JOTE 1 1 . PROVIDE W.W.F. 4x4-W4.OxW4.0 BETWEEN ANY SUPPORTING PIERS OR BUTTRESSES, AND AT LEAST 4'-O* FROM ANY WALL I I L #4018"c.c., PROVIDE WHERE SLAB OVERHANG EXCEEDS 6" 2. STEEL DECK SHALL REST 11GHTLY AGAINST THE 60 W/1-#5 CONTINUOUS AROUND OPENING EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. HORIZONTAL . I I- SPACING "S" we T�-BM OR JOIST L - PERIMETER . CONSTRUCTION JOINTS SHALL NOT BE PERMITTED, EXCEPT WHERE SHOWN ON DETAILS. . . . . . , . I I I I REINF. SEE PLAN I BEAM FLANGE. SEE PLAN -401 SEE PLAN #4018- MAX. ALL L 10. AT OPENINGS IN CONCRETE WALLS (UNLESS OTHERWISE NOTED), PROVIDE ADDED I I . I I ,- �_O"_ I i1_0"_. z 1 3. STUDS SHALL BE WELDED ONLY THROUGH A NOTES: I I AROUND TYPI I . REINFORCEMENT IN ACCORDANCE WITH THE TYPICAL DETAIL& � - I . SINGLE THICKNESS OF STEEL DECK. 1 #5_____� � 11.' ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED, AND TREATED WITH THE I . CELL CLOSURE, I (n I's I I . � SPECIFIED BONDING COMPOUND JUST BEFORE PLACING NEW CONCRETE. I I . I . I - !tj W Lai 4. THE CONTIR. SHALL PROVIDE LEVEL FLOORS TO I � 1. � FOR "S* LESS THAN 4'-O" USE Z 3X3X-S/i6" ""w ; ; � - _TPADS 1 12. CONTRACTOR SHALL. COORDINATE PLACEMENT OF, OR BOX OUT FOR. ALL PIPE SLEEVES. I . I I 11 (TYPICAL) .1 % & QUIRMENTS. THE FLOOR FOR "S" LESS THAN 6'-O'* USE Z 4X4X5/is" W_ . UP TO 6" � OPENINGS, ETC., REQUIRED FOR VARIOUS TRADES. . . . 0 * W MEET THE PARTIT`ION RE I - - Ir. x. I I L . . . . . I t I _-1 ------- Jo_ - __ I . li� .t� . . . I I . __ - 'b . I ...z AH OW THEM TO SET ANCHORS, INSERTS4 BOLTS, HANGERS. ETC, AS REWIRED FOR THEIR L , . - .. k I . � � . � . I L . 0 . � _71� . 0 _21 4 I- OR BY FLASH PATCHING, I (IN.) +241 MIN. THICKNESS=3/F FOR 4 & Y4- * 1�__ e . -111 .11 14. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF WEEPHOLES, FIASHING REGLETS. FASCIA L L I "I 4 I _7�7_A USF_ � .. I I I I __ -I I �, ---- (n LEVELNESS MAY BE OBTAINED EITHER BY SCREEDING FOR "S" MORE THAN 6'-O" USELOR W-BMI . 13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO THE CONCRETE, LEVEL IRRESPECTIVE OF BEAM & VERT. LEG OF/. OR DEPTH OF W-BMa�[SPAN . 4 I . I I I I � ,� 04 = L i 1 4;_ �. AFTER ALL FLOOR SLABS ARE IN PLACE AND SHORES MIN. FOR W -BEAM'S WEB. 6ft 1 DETAILS. ETC. I L I I L I I = I I CORRECTED. I I 15. REINFORCEMENT SHALL NOT BE WELDED OR HEATED IN ANY WAY. L I . . I E i 5i . 1 2. VERT LEG OFL SAME AS SLAB THICKNESS I L 16. WERE PIPE SLEEVES (UP TO 2- IN DIAMETER) PASS THROUGH CONCRETE BEAMS, PROVIDE . I 11 5T - GALV. COMPOSITE* L MIN. L THICKNESS = 3/16" FOR SPANS 44�-O* STRUCTURAL SLAB ROUGHEN SURFACE OF SLAB ADDITIONAL STIRRUP EACH SIDE OF SLEEVE. SLEEVES FOR PIPE 2* IN DIAMETER OR LARGER � � - I I OR SLAB ON GRADE L . I STL DECK. SEE 9 I . . . . I I Y4" FOR SPANS>4'-O" � ' L MUST BE STEEL. AND THE LOCATION MUST BE APPROVED BY THE STRUCTURAL ENGINEER. I Ab . L I . THE EXACT SIZE, SHAPE AND LOCATION OF ALL EQUIPMENT 17. FOR CHAMFER OF EXPOSED CORNERS OF BEAMS AND/OR COLUMNS, SEE ARCHITECTURAL I . I � . . \ L PLAN FOR DEPTH I 1 3. SEAT SAME SIZE AS ANGLE (NOTE 1) (HOUSEKEEPING) PADS SHALL BE DETERMINED BY THE DRAWINGS. I I . � L I AND GAGE � CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR 1& UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH ALUMINUM PIPES. . I . � � 11 I , - � I 1 4. Ya7P- TO TOP OF SLAB THE EQUIPMENT I CONCRETE SHALL NOT BE PLACED IN CONTACT WITH ALUMINUM, ALUMINUM MIXING I L . L . I fe-- -2-#4 CON . 1 5. SLAB THICKNESS - SEE PLAN . I I DRUMS, TRUCK MIXERS, BUGGIES, CHUTES� CONVEYORS, TREMIE PIPES, AND OTHER - I . I I . I �- SLAB BOLSTER W/CONT k (CRS1 SBP), TIE WWF TO � 6. FOR OPENING SIZE & LOCATIONS SEE ARCH. EQUIPMENT MADE OF ALUMINUM SHALL NOT, BE USED ON THIS PROJECT. I I . � 1. I - SEE - - 2* -0- STUDS AND SLAB BOLSTERS TO PREVENT MOVEMENT L L 1 19. SLABS AND BEAMS SHALL BE CAST MONOLITHICALLY. EXCEPT WHERE OTHERWISE SHOWN . I L L . . � - . - - UUKINIU SLAB PLACEMENT. SLAB BOLSTER SHALL BE I AND MECH. DRAWINGS . . AND SHALL 13E FINISHED AS INDICATED IN THE SPECIFICATIONS. . . I I . . . . . 20. IN TWO-WAY SLAB CONSTRUCTION, CONTRACTOR SHALL SUBMIT SEPARATE SHOP � SIZED TO PROVIDE 1" CLEAR COVER OVER WWF. . 7. SHOP WnD . I DRAWINGS FOR TIDP AND BOTTOM RMFORCING BAR& I I I I SEC'nON A I I . 1 21. NO CONDUIT OR PIPE LARGER THAN 1-1/27 WILL BE ALLOWED TO BE CAST INTO SLABS . . . I EXTERIOR SEC11ON AT IN MIRIOR BEAM I CONC, , EQUIPMENT PAD DETAIL. WITHOUT SPECIAL WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. . . � ' TYPICAL FRAMED FLOOR' . 22. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPER I . I I L . I . I I . I . � . I PLASTICIZER) IS USED.. MAXIMUM SLUMP IS THEN 8 INCHES, UNLESS OTHERWISE DIRECTED . I � Plan Ing re . . I I L I . . BY THE ENGINEER. 71 I - . � Interior Design 11 . . OPENING DETAIL � � 23. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT AS ALLOWED BY THE SPECIFICA ONS . Land"o Architecture I I .1 TYPICAL BEAM DETAILS, I I AND ONLY WITH LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN Cons"ction Mongement � I L L I . I I . I L . UNI ESS NOTED OTHERWISE ON PLAN I I . NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. I I Graphic Design I L I I 5 24. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FABRICATION, SENDING AND . � . L I . � . I PLACEMENT OF CONCRETE REINFORCEMENT. SHOP DRAWINGS SHALL COMPLY WITH ACI The Hiller Grioup . 315 *MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE L 500 Alexander Park CM 23 1 . I STRUCTURES*. I Princeton, N.J. O&S43-0023 . . I I I . I L 25. REINFORCING, INCLUDING WELDED WIRE FABRIC, FOR SLABS ON GRADE AND FOOTINGS I L . . L L I � I I � L SHALL BE SUPPORTED ON SOLID CONCRETE BLOCKS AT 5-O" ON CENTER MAXIMUM EACH L � 741. 609 -452 -SSW 1 1 1 1 FILL ALL JOINTS WITH SPECIFIED EPDXY JOINT FILLER I . - L . � L � . � I . . L I . I . I � 3/1 Q $ 1 3/16- � I . L I SU TED ON CHAIRS OR BOLSTERS AT ALL SUPP TS AND AT 5!-W ON CENTER L Print.mton L � I . I I I :: 2E � = :2E -00. I I MAXIMUM BETWEEN SUPPORTS. I Philadelphia 11 . . I I � I . I 1 *-6" 1 - V-60 � 26. ALL CONCRETE REINFORCING IS SUBJECT TO INSPECTION BY THE DESIGN ENGINEER PRIOR I . � L . T_ = I- % I I, I T e.) 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I .1 I;= !;_f1=_A_ eh.zn �' _11� �� 1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH �' """ -, ` - !...�'.�i.,'.-, . 0-11 , _ � ... �' I— . I . �.qNp� � +.--. a I . L �n;! :�,_,. I. - -__ - =, � I n � M. Nl,.�yl 04 . .Cu-- =;t, 1. I . .- -1-11 i: J2�1 1 y .tiM=.L� __ ... - . .. .... M'..... L ... lz� ,.!_L g ; � �_�V+.11'11 . �; 7 .111 ... + . _1 . 2 11 1�111E,Iill ..... ri-lu"I" T�< I � U.1 I I SEE PLAN F ELEVATIONS -,-==m;.2_+ -..%-n:---- . ....... .. .i� , I.SIL'.."I'�1i "' , , THE LATEST AISC CODE OF STANDARD PRACTICE. STRUCTURAL STEEL SHALL BE NEW, Cortlitcatton of Authorization . . SAW -JOINTS SHALL BE CU T IMMEDIAIEL.Y , 1FT1;i.=1H;:,".:, i '.,�i`T?� . .. �: -zl-.='� "' - �"_ � .- .� -=:i- �� .7 -%=, � mlwmn.. a t� I I I 4 - .5 �:IZVII . � ��;�zj',' I' I _r_1 I I I CLEAN AND STRAIGHT, AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS- I .1 � -L' - +Zt_ -1.111, I I SHEAR KEY ;; Z- . I 1 " AFTER SLAB RECEIVES THE FINAL STEEL _ I ;_ � - . .; - . - 2� ... -1 ... -1. U.- Mz -, , � ... 111.1 .... -�7 =n;_';;zNMx_72:: -It ;�� - . _ __ I L ii_ ._. �, - k- -11 . .... I . - L .. i�� . z Z� %2 'ig% :� =._ � Z��t- I = .., - . - '-i I �!+�Imz�;�',,�: =- - �+ .:;.-. _--u E,.� ++:!,, H. '111i, _1_N,�--,-. TM A36 (Fy--36 KSI). � ; e_zn,�. ., t_,+�.: I �` I I N; �_ z z 7 +: ...... 1,11 - , , I` ` " � - . � I , z =7_ 1 .o;,,=_ ..t � il !!;��.�iii,i-"��r,++!i��,�-.,!",�;!r-,�-.,.�.+�r.��z..-��I A. WIDE FLANGE ROLLED SHAPE& ASTM A572, GRADE 50 (Fy--50 KSI). � =M__ 1. � .; �:_ z:1_1 ,.,----*-Iii�ll,�ll�,:,�-+"".-.- - - , 0"XI'l �` " _ �=U.4- 101,1111 -.11- I � RIM .21 11-.10110-111171" � 5 11;11� i'ia-'I.,�l�"+'..-"*+.�,��'4 - -;M M, I . 1 L � I I ... 1� 11 . Z, _f 1� �: - � ,., - , �i �' -,� ---- - ' :i ........ ��=_Mz_ =z 1 . I _" I.- 11- ;� =,.�j� , �Nb..__ .- 2 ....... � _4 . . ..... F, , B. PLATES, ANGLES, BARS, CHANNELS, AND S SHAPES. AS �F� � + - -j� ir .. =ffl "! - I _ . 2N .as- TROWEL FINISH NTH A "SOF-CUT" SAW 2 1� �� I-, U . .. .� � + i .: . . - , nil --,51 3 z I , ". -1 - 4 - ;;' - � _ I 1+ ,; _Ii� i �,_ ,-1:. 7 - _' : ;_, ., v _�l -1 'LL,_, �,��,� - . -101- � 11-_...=,-L!'-- ... it I n - 1-1 � V .. iq:', _: ......... - � �: ...-. I ... I -u-In.l. -;:�;...,L;.,:._ 2. � ,� = 4- . I NQM. SEE FOUNDATION SECTIONS FOR #T0 t.r 2 =':'. Mmt �.::;:_�..�+ .; V3. In4im ; �i. � M_ C. TUBES. ASTM A500, GRADE 8 (Fr46 KSI). MANUFACTURED BY CHIUMINATTA CONCRETE �:ir.i�i..-..it.c%:tH:�,��:�-"+, __.= __ M_ gl:t� .... ��,% - 3A + , _ _ii� .... i C.+==_r,:+=w-.-1.,,- . !-_m--- S. -� �:,ir_ !�`B H=R,nK;;, � ;. :�'.._ , mm_ r I—— " _ - z I DOWELS FROM FOOTING TO WALL .., ..;,. _, ... = ,r 2;,. ... F_ . - It; . r.r.1 % , ,- ... I- ' I I I _ `� ,,, - z � ,m�:4 .2--'. .; z D. PIPF_ ASTM A53, TYPE E OR S, ADE B (Fy-35�KSI). - ` * - - " � ,.� ... �.- , �f� I I I �;. m.42.11. __ % - .. . - � - :z =�rw _0 � _ � I � M �:z 3�z; � I � 0 . _1 + I CONCEPTS, TTI SHALL BE, + 7 TTYPT N� � I I i i . .... � I 'IR�7TT�.M.-.14F. - iii�i��,l��..,.:�i;,il�EdLi�,�r:.i: . I I I . � . . . � IN FIRST POUR 11 I - LATER POUR _ , - REMOVED IMMEDIATELY L FROM TOP OF CONCR. L � L I L !tl ... _.. -1- . L � . I I SLAB. SEE PLANS FOR LOCATIONS. � I 1. v -d" I COINT3 0 L L I I I I I I � I I I (TYP-) WALL FTNG. L � � . CQUIR0130 JQINI 12EIAIL SAW-_JQIbII DEMIL I . I � I . � � . I I . � . - .1 . I L I I . . I I � . � I I L . . . � L I I . I I I . . . I - I . . � I . . I I I L I . S L A 13, Q 0 N I R Q L J Q., I R. T 5 I 11MG 12ETAI . � - I . I I � . . I I I I I I . I I � � I I . . I Signature and Sod . I I . � . I I . I . . I . I I I � I I I ,1011- anse No. � . I . . . � I L L � I + . . . . I . L I L I . I I I I I . � I L I I . + I I I � I I I � -- - - . . - I I Project � I I I --- I I I I . I . I I I . . � I I I . 1. I . . � --r - i w � r � I- � * --1--/-EXISTING HORIZ. REINF. I L . I I . I I � . L . � GALVANIZED STEEL PIPE .... i ............ `-__-____'__--------_, �� &m 1, I .,/ FOR SIZE AND SPACING I I I I . . . . . I I I 1. 0 �� I 1. SLEEVE DIAMETER SHALL I I jf� I I-91 SEE SEC71ONS L . . . I NOT EXCEED PIPE � I New __ an* A No 4ow -am 4w .11� � 24 STAIR STRINGER . . L I L I L I � . I - I . I � I DIAMETER +r I I I i L _ SEE ARCH. DWGS. . I . � *.-I. , ��_ FOR SIZE AND SPACING I 11 I � I I I � . I . . I I . . . aEE �,EQJ6NICAL UMS, � 71ONS I . I I I � .__ __ I I I I . L . I EQR EIPE. L!QCAIUQN, �� - - - I I I . I . . � - � � I I I . I � � SIZE, AND INYERI I I 1" L I I " 2 . I . L � LL I I I I I . . I . r �, ----- . 1EISSAMS. � I � Ift � . . .1 I CLR. I . � .,,-SPREAD EXISTING REBAR � I . . . r I . I � . . . � + m � � ,.I-.- . � IF REQUIRED TO ALLOW FOR . I . . I � � I Arrowwo , � . I I .dL I I - I I . I I . I PIPE SLEEVE AND CLEARANCE -------. __ - It - - L PROVIDE Y2 OF REINFORCING INTERRUPTED _ N ___ x . _x_x . I I L I I Sheet Title . I � I . . � � . BY SLEEVE AT EACH SIDE OF SLEEVE, .. I � - �1..J. ADD ADDITIONAL BARS . I I . - L a . . HOT5L ADDITION . I : . - (VERT, AND HORIZ.) PROVIDE I I N 14 1 1 1 SEE NOTE AT LEFT I . 1 O.MC - d92MQ%L I I . . � r � I F ___v . I - 4SIUMMK-14wipi'll I . MINIMUM OF 1 ADDITIONAL BAR (EACH FACE)- =1 I =.d I i t.=411: 1 - WHE �, I I-- I IRI FI: I q I I I CONCRETE TYPICAL ' L . .. . A 14r� t -ft . . . I EACH SIDE. OF SLEEVE FOR SMALLER OPENINGS. I AN, =1 X I I - It q1=1 li__Irll��r ti. 4 I. N, NMI - : I � . , I � � I . � � I VERTICAL BARS SHALL BE FULL HEIGHT OF WALL I I I � I . I I .. EXIEN12 IBI!QKENED 3WI5 CONIT.+ #3 -\ - I . I � . I . DETAILS and I I I . - 01 . O.C. _/ � . I . . ( � I . I . . . . . I SLAB 1 -Q! 1MVISID I I L . GENERAL NOTES � I I � I I . I . � I . . I . I STAIR . . � I I � NQIE2: I . � I . � . . � L Date Job No. . I � . t ALL PENETRATIONS THROUGH WALLS ARE SUBJECT TO APPROVAL BY STRUCTURAL ENGINEER . . . I . I � . � I . I JULY 31, 1998 '0001-0523-01 1 . . � � . I I . I . � I . . 2. MINIMUM CLEAR DISTANCE BETWEEN ADJACENT SLEEVES SHALL NOT BE LESS THAN 2* -O" 1 1 . I I Scale . Sheet No. . . . . . I L . I 3. HOOK ALL INTERRUPTED CONTINUOUS BARS. . . L . . .. I I I I . . AS NOTED � � .. I , . . I � . . "' ' . I I *1 � 'I NOTE 3 " ' I I . J� . I 0": " � SN I . , , - I I / P*E CAL f. . _ .� I T T 7 OR - 11 . . . . I I � I . I . I I � I . I L I . I . I I I . I I . L . &I -" I I . I L . � I . I p I I I Drawn JPV I I . I . I .TYPICAL PIPE PENETRA1124 IMR UGH FOUNDA11ON WALL TYPICAL STAIE L I . . S6# 1 � . I I . � I � . I , . I . . I . I L I . . I L I � I I . I . I . . . . I - . � I . . IK I � � - I . w I,, 00 0 T -x 0 r, 00 0 3 a- 0 c� co 0) Kim (REFER TO CONTROL ABBREVIATIONS iGENERIC HVAC ABBREVIATIONS r% 1 1, FOR ADDITIONAL NOMENCLATURE) T *C 0 ACV AD AN ADDL AFF AFG ALT AP ARCH ATC ATCC ATCD ATCR ATV AVG c CA CF CL CLG CO COL COMP CONC CONN CONTR CORR CUF CUH Cyl. lot Sol) I' EA EAT EFF ECUH ELEC ELEV EMER EMS ENT EQUIP EUH EXH EXP FTR FCV FFOP FG FLEX FLR FLRDR FP FPM FT FT/SEC: FURN FVNR G GA GAL GALV GC GND GPH GPM GRD GWB A HCPD HD HP HPG HR HZ vy AS AAV CH CHEM CHW CHWR CHWS CT CTBD CTW CTWR CTWS CWR CWS DOV DTR DTS ET EWT GR GS HB HCR HCS HRC HW DEGREES FAHRENHEIT ID INSIDE DIAMETER DEGREES CELSIUS IN INCHES DIAMETER INSUL INSULATION AUTOMA11C CONTROL VALVE KW KILOWATT ACCESS DOOR KVA KILOVOLT AMPERE ADJUSTABI F TAV THERMOSTATIC AIR VENT ADDITIONAL TEFC TOTALLY ENCLOSED FAN COOLED ABovEnNISHED FLOOR L LENGTH ABovEnNISHED GRADE LB POUND ALTERNATE LAB LABORATORY ACCESS PANEL LF LINEAR FEET ARCHITECT LVG LEAVING AUTOMATIC TEMPERATURE CONTROL -G*- ANGLE VALVE (PLAN VIEW) ATC COMPRESSOR M ONE THOUSAND ATC COMPRESSOR DRYER MAX MAXIMUM ATC COMPRESSOR RECOVER MBH THOUSAND BRI11SH THERMAL ATMOSPHERIC VENT OS&Y UNITS PER HOUR AVERAGE MCA MINIMUM CIRCUIT AMPS GROUND MCC MOTOR CONTROL CENTER GALLONS PER HOUR MECH MECHANICAL BOILER BLOW DOWN MEZZ MEZZANINE BLOWDOWN TANK MFR MANUFACTURER BOILER FEED WATER MH MANHOLE BELOW FINISHED FLOM 'MIN MINIMUM BRAKE HORSEPOWER MTD MOUNTED BUILDING mu MAKEUP WATER 1301LER WB WET BULB TEMPERATURE BOTTOM OF DUCT N/A NOT APPLICABLE BOTTOM OF PIPE NC NORMALLY CLOSED BASEMENT NC NOISE CRITERIA BRITISH THERMAL UNIT NIC NOTIN CONTRACT BRITISH THERMAL UNIT PER HOUR NO NORMALLY OPEN HEAT RECOVERY COIL - GLYCOL NO. NUMBER HOT WATER NOM NOMINAL CONVECTOR NTS NOT TO SCALE COMPRESSED AIR WCCU WATER COOLED CONDENSING UNIT CEILING FAN OB OCTAVE BAND CENTERLINE Oc ON CENTER CEILING OD OUTSIDE DIAMETER CLEAN-OUT ODP OPEN DRIP PROOF COLUMN OFCI OWNER FURNISHED COMPRESSOR ON BOTTOM OR FLAT ON TOP) CONTRACTOR INSTALLED CONCRETE OFOI OWNER FURNISHED OWNER INSTALLED CONNEC11ON Ov OUTLET VELOCITY CONTRACTOR TRANSFER FAN FPI FINS PER INCH CORRIDOR PCF POUNDS PER CUBIC FOOT CUBIC FEET PD PRESSURE DROP CABINET UNIT HEATER PH PHASE CYLINDER PLBG PLUMBING Uc POS POS111ON BOTTOM TAKEOFF PRESS PRESSURE DRAIN PRIM PRIMARY DRY BULB TEMPERATURE PSIA POUNDS PER SQUARE INCH ABSOLUTE DRY COOLER PSID POUNDS PER SQUARE INCH DIFFEREN11AL DIRECT DIGITAL CONTROL PSIG POUNDS PER SQUARE INCH GAUGE DIRECT DIGITAL CONTROL FIELD PANEL PVC POLYVINYL CHLORIDE DIAMETER WIRE MESH SCREEN IH INTAKE HOOD DIMENSION FUEL OIL SYSTEM SPECIFIC ABBREVIATIONS DOWN FOS MEL OIL SUPPLY (DISCHARGE) DRAWING REP REPRESENTATIVE FOP FUEL OIL PUMP RET RETURN FOR FUEL OIL RETURN (SUCTION) REQD REQUIRED EACH REQS REQUIREMENTS ENTERING AIR TEMPERATURE RH RELATIVE HUMIDITY EFFICIENCY RM ROOM ELECTRIC CABINET UNIT HEATER RPM REVOLUTIONS PER MINUTE ELECTRICAL INLET GUIDE VANES ELEVATION CENTRIFUGAL FAN FILTER BANK 1 EMERGENCY SHOWN ON FLOOR PLAN ------ SD ENERGY MANAGEMENT SYSTEM SCH SCHEDULE ENTERING SOV SOLENOID OPERATED VALVE EQUIPMENT SPECS SPECIFICATIONS ELECTRIC UNIT HEATER SQ SQUARE EXHAUST SQFT SQUARE FEET EXPANSION SS STAINLESS STEEL OR STD STANDARD STDBY STANDBY STL STEEL AIR SYSTEM SPECIFIC SUCT SUCTION FINNED TUBE RADIA11ON SUP SUPPLY FLOW CONTROL VALVE HWHC HOT WATER HEATING COIL FIREFIGHTERS OVERRIDE PANEL HWPHC HOT WATER PREHEAT COIL FIBERGLASS HWRHC HOT WATER REHEAT COIL FLEXIBLE TA THROW -AWAY FLOOR TAV THERMOSTATIC AIR VENT FLOOR DRAIN TEFC TOTALLY ENCLOSED FAN COOLED FIRE PROTECTION TEL TELEPHONE FEET PER MINUTE TEMP TEMPERATURE FEET TOD TOP OF DUCT FEET PER SECOND TOP TOP OF PIPE FURNISHED TYP TYPICAL FULL VOLTAGE NON -REVERSING -G*- ANGLE VALVE (PLAN VIEW) GAS UH UNIT HEATER GAUGE REFRIGERANT DISCHARGE (HOT GAS) CACU COMPUTER ROOM AIR CONDITIONING UNIT GALLONS RETURN FAN cc COOLING COIL GALVANIZED OS&Y OUTSIDE STEM AND YOKE GENERAL CONTRACTOR V VENT GROUND VEL VELOCITY GALLONS PER HOUR VERT VER11CAL GALLONS PER MINUTE VFD VARIABI F FREQUENCY DRIVE GRADE (GROUND LEVEL) VTR VENT THROUGH ROOF GYPSUM WALL BOARD PROCHWS PROCESS CHILLED WATER SUPPLY ENTERING WATER TEMPERATURE W WIDTH HEIGHT W/ NTH HANDICAPPED W/o WITHOUT HEAD WB WET BULB TEMPERATURE HORSEPOWER WF WIDE FLANGE HIGH PRESSURE GAS WG WATER GAUGE HOUR WRT WITH RESPECT TO HERTZ SMOKE EXHAUST FAN SUPPLY FAN EPHC ELECTRIC PREHEAT COIL HEAT EXCHANGER UV UNIT VENTILATOR AIR SEPARATOR HWCUH HOT WATER CABINET UNIT HEATER AUTOMATIC AIR VENT HWHC HOT WATER HEATING COIL LD HWPHC HOT WATER PREHEAT COIL LUVR HWRHC HOT WATER REHEAT COIL CHILLER HWR HOT WATER RETURN CHEMICAL FEED HWS HOT WATER SUPPLY CHILLED WATER HWUH HOT WATER UNIT HEATER CHILLED WATER RETURN LWT LEAVING WATER TEMPERATURE CHILLED WATER SUPPLY OUTSIDE AIR INTAKE ATD AIR TERMINAL DEVICE COOLING TOWER OPPOSED BLADE DAMPER AVS AIR VOLUME TRAVERSE STATION COOLING TOWER BLOW DOWN MAV MANUAL AIR VENT COOLING TOWER WATER PREHEAT COIL BI BACKWARD INCLINED COOLING TOWER WATER RETURN -G*- ANGLE VALVE (PLAN VIEW) COOLING TOWER WATER SUPPLY NPSH NET POSITIVE SUCTION HEAD CONDENSER WATER RETURN REFRIGERANT DISCHARGE (HOT GAS) CACU COMPUTER ROOM AIR CONDITIONING UNIT CONDENSER WATER SUPPLY RETURN FAN cc COOLING COIL RG OS&Y OUTSIDE STEM AND YOKE DRAIN OFF VALVE REHEAT COIL CFM CUBIC FEET PER MINUTE DUAL TEMPERATURE RETURN p PUMP DUAL TEMPERATURE SUPPLY PHIX PLATE HEAT EXCHANGER RR PROCHW PROCESS CHILLED WATER RS PROCHWR PROCESS CHILLED WATER - RETURN EXPANSION TANK PROCHWS PROCESS CHILLED WATER SUPPLY ENTERING WATER TEMPERATURE ROOF VENT DWDI DOUBLE WIDTH DOUBLE INLET FLOW SWITCH S(XXX) SECONDARY (SYSTEM DEPENDANT PREFIX) GLYCOL RETURN SUPPLY AIR DX DIRECT EXPANSION GLYCOL SUPPLY SOUND ATTENUATOR BLIND FLANGE SCR T(XXX) TER71ARY (SYSTEM DEPENDANT PREFIX) SD TDH TOTAL DYNAMIC HEAD HOSE BIBB CONN W/CHAINED CAP SMOKE DETECTOR EHC ELECTRICAL HEATING COIL HOT OR COLD WATER RETURN (DUAL TEMP) SMOKE EXHAUST FAN SUPPLY FAN EPHC ELECTRIC PREHEAT COIL HOT OR COLD WATER SUPPLY (DUAL TEMP) UV UNIT VENTILATOR HEAT RECOVERY COIL - GLYCOL FIRE DAMPER NTH ACCESS DOOR ERHC ELECTRIC REHEAT COIL HOT WATER SUPPLY GRILLE ESP EXTERNAL STATIC PRESSURE SGD Wcc WATER COOLED CONDENSER SM WCCU WATER COOLED CONDENSING UNIT AIR SYSTEM SPECIFIC ABBREVIATIONS AC AIR COND1110NING LAT LEAVING AIR TEMPERATURE ACC AIR COOLED CONDENSER LD LINEAR DIFFUSER ACCU AIR COOLED CONDENSING UNIT LUVR LOUVER ACD AUTOMA11C CONTROL DAMPER LVDR LOUVERED DOOR ACU AIR CONDITIONING UNIT ibi�l BUTTERFLY VALVE WITH MEMORY STOP AF AIR FOIL (BALANCING VALVE) --Do*-- AHLI AIR HANDLING UNIT OA OUTSIDE AIR ALD ACOUS11CALLY LINED DUCTWORK OA1 OUTSIDE AIR INTAKE ATD AIR TERMINAL DEVICE OBD OPPOSED BLADE DAMPER AVS AIR VOLUME TRAVERSE STATION OED OPEN END DUCT BDD BACKDRAFT DAMPER PHC PREHEAT COIL BI BACKWARD INCLINED ANGLE VALVE (SECTION VIEW) -G*- ANGLE VALVE (PLAN VIEW) RA RETURN AIR FUEL OIL PUMP rFOT FUEL OIL TANK L -1-i RD REFRIGERANT DISCHARGE (HOT GAS) CACU COMPUTER ROOM AIR CONDITIONING UNIT RF RETURN FAN cc COOLING COIL RG RETURN GRILLE CD CEILING DIFFUSER RHC REHEAT COIL CFM CUBIC FEET PER MINUTE RL REFRIGERANT LIQUID CG CEILING GRILLE RLF RELIEF y RR RETURN REGISTER AUTOMATIC FLOW CONTROL VALVE RS REFRIGERANT SUCTION DD DUAL DUCT SUPPLY AIR TERMINAL RTU ROOF TOP UNIT DIFF DIFFUSER RV ROOF VENT DWDI DOUBLE WIDTH DOUBLE INLET FLOW SWITCH DWS1 DOUBLE WIDTH SINGLE 114LET SA SUPPLY AIR DX DIRECT EXPANSION SATT SOUND ATTENUATOR BLIND FLANGE SCR SCREEN EF EXHAUST FAN SD SMOKE DAMPER EG EXHAUST GRILLE SDET SMOKE DETECTOR EHC ELECTRICAL HEATING COIL SEF SF SMOKE EXHAUST FAN SUPPLY FAN EPHC ELECTRIC PREHEAT COIL SFD COMBINATION AUTOMATIC SMOKE/ ER EXHAUST REGISTER FLOAT & THERMOSTA11C STEAM TRAP FIRE DAMPER NTH ACCESS DOOR ERHC ELECTRIC REHEAT COIL SG SUPPLY GRILLE ESP EXTERNAL STATIC PRESSURE SGD SLIDE GATE DAMPER SM SHEETMETAL PT SP STATIC PRESSURE F FAN SR SUPPLY REGISTER F&B FACE AND BYPASS SWDI SINGLE WIDTH DOUBLE INLET FB FAN BOX SWS1 SINGLE WIDTH SINGIF INLET FC FORWARD CURVED THERMOSTATIC AIR VENT (STEAM ONLY) LINED SM PLENUM) FA FREE AREA ON BOTTOM OR FLAT ON TOP) FCU FAN COIL UNIT REDUCER (CONCENTRIC) ntv�� FD AREDAMPER(W/ ACCESSDOOR) TE TOILET EXHAUST FLTR FILTER 7 TRANSFER FAN FPI FINS PER INCH TG TRANSFER GRILLE SUPPLY CEILING TR TRANSFER GE GENERAL EXHAUST TSP TOTAL STATIC PRESSURE GH GRAVITY HOOD DROP (SINGLE LINE PLAN MEW) LINED SM PLENUM) VALVE IN VERTICAL Uc UNDERCUT DOOR HC HEATING COIL BOTTOM TAKEOFF HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER VD VOLUME DAMPER HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER VV VARIABLE VOLUME SUPPLY HPU HEAT PUMP UNIT CO AIR TERMINAL BOX HRU HEAT RECOVERY UNIT VVE VARIABLE VOLUME EXHAUST HV HEATING & VENTILATING UNIT OPEN END AIR TERMINAL BOX HU HUMIDIFIER WIVIS WIRE MESH SCREEN IH INTAKE HOOD DN FUEL OIL SYSTEM SPECIFIC ABBREVIATIONS FF FUEL FILTER FOS MEL OIL SUPPLY (DISCHARGE) FOG FUEL OIL GAUGE FOT FUEL OIL TANK FOP FUEL OIL PUMP FOV FUEL OIL VENT FOR FUEL OIL RETURN (SUCTION) DEMO/EXISTING TO BE REMOVED FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS Ndlr- PUMP HUMIDIFIER I SHOWN ON ROOF VD -A��% CENTRIFUGAL FAN WITH I FD INLET GUIDE VANES OR ROOF EXHAUST FAN CENTRIFUGAL FAN FILTER BANK 1 SHOWN ON FLOOR PLAN ------ SD AUTOMA11C SMOKE DAMPER W/ACCESS DOOR PROPELLER FAN fi I E:fl I TUBEAXIAL OR VANEAXIAL FAN xc HEATING COIL I E3 BDD BACKDRAFT DAMPER LVDR 1.5 SF LOUVERED DOOR INLINE CENTRIFUGAL FAN xPREHEAT COIL RETURN OR EXHAUST AIR FLOW BLANKED FOR 3 -WAY BLOW SUPPLY DIFFUSER UPBLAST POOPELLAR FAN xREHEAT COIL OR UPBLAST CENTRIFUGAL FAN c ROOF FAN COOLING COIL xc AIR SYSTEM SPECIFIC OPPOSED BLADE DAMPER /A -CCU\ AIR COOLED CONDENSING UNIT \27 W/ TWO POSITION ACTUATOR AIR FILTER (I A OPPOSED BLADE DAMPER HEATING COIL -A-040 W/ MODULATING ACTUATOR CABINET HEATER r -A -WI AIR VOLUME TRAVERSE STATION PARALLEL BLADE DAMPER ROOF VENT /CACU\ COMPUTER ROOM AIR N= W/ TWO POSITION ACTUATOR ROOF TOP UNIT COND11IONING PARALLEL BLADE DAMPER M" W/ MODULATING ACTUATOR 91 �':.'.j UNIT HEATER SATT BACKDRAFT DAMPER VARIABLE FREQUENCY DRIVE HOT WATER REHEAT KW ,' PM -HOT WATER FLOW RATE _ELECTRIC REHEAT SIZE CHEMICAL FEED SYSTEM nAAv -.0- AIR SEPARATOR F -cc-� COOLING COIL L EXPANSION TANK 0 w 0 BOILER =3 -Li BLOW DOWN SEPARATOR REHEAT OR HOT WATER REHEAT (D FAN CONDENSATE PUMP WATER FLOW RATE ELECTRIC REHEAT SIZE tc==c=:= AIR COOLED CHILLER PIPING LEGEND DUCTWORK GATE VALVE 10 1 BALL VALVE SINGLE LINE BALL VALVE WITH MEMORY STOP (BALANCING VALVE) 10 0 BALL VALVE WITH HOSE BIBB, /ATCC\ CAP & CHAIN (DRAIN VALVES) 1AKi BUTTERFLY VALVE ibi�l BUTTERFLY VALVE WITH MEMORY STOP /Bti\ (BALANCING VALVE) --Do*-- GLOBE VALVE 1 PLUG VALVE CUH\ PRESSURE REDUCING VALVE 4'-�� CHECK VALVE STRAINER W/1BALL VALVE, HOSE BIBB CAP (GATE VALVE FOR STEAM) /CT\ FLOAT OPERATED VALVE ET 1 1 STRAINER, DUPLEX IPHC 1 N ANGLE VALVE (SECTION VIEW) -G*- ANGLE VALVE (PLAN VIEW) T-; ' STRAINER, BASKET TYPE W/DRAIN VALVE, FUEL OIL PUMP rFOT FUEL OIL TANK L -1-i HOSE BIBB & CAP SOLENOID VALVE --C%- AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR 11-- THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR r? THREE WAY AUTOMATIC CONTROL VALVE, y TWO POSITION ACTUATOR AUTOMATIC FLOW CONTROL VALVE (PRESSUREINDEPENDENT) COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER) FLOW MEASURING DEVICE -1fi FLOW SWITCH SAFTEY RELIEF VALVE UNION OR FLANGE (AS INDICATED BY PIPE 90* TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VD SIZE - SEE SPEC.) BULLHEAD SPUT SUPPLY BLIND FLANGE - I END CAP GOOD FOR PRESSURE GAUGE WITH GAUGE CLOCK TAKEOFF TO 0 RING DUCT Tq-T BULLHEAD CONVERGE J-4 RETURN/EXHAUST STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON W/1BRANCH TAKE -OFF THERMOMETER F&T FLOAT & THERMOSTA11C STEAM TRAP --01-9 INVERTED BUCKET STEAM TRAP T THERMOSTATIC STEAM TRAP TO THERMODYNAMIC STEAM TRAP W/BRANCH TAKE -OFF VOLUMEDAMPER SIDEWALL DUCT MID REGISTER/GRILLE r VACUUM BREAKER PT PRESSURE/TEMPERATURE WELL AAV AUTOMATIC AIR VENT WITH ISOLA11ON VALVE 13 -MV TAKEOFF TO ------- DIFF/GRILLE W/BRANCH TAKE -OFF VOLUME DAMPER MANUAL AIR VENT 0 TAV THERMOSTATIC AIR VENT (STEAM ONLY) LINED SM PLENUM) REDUCER (ECCENTRIC -FLAT ON BOTTOM OR FLAT ON TOP) BRANCH CONN W/M) REDUCER (CONCENTRIC) ntv�� FLEXIBLE CONNEC11ON FOR EVERY 4' OF EXPANSION JOINT ELBOW[I PIPE GUIDE LINEAR ANCHOR CEILING DUCT MID DIFF/GRILLE QUICK OPENING VALVE (USED WITH BLOW DOWN) SUPPLY CEILING QUICK CLOSING VALVE, FUSIBLE LINK W/1BRANCH TAKE -OFF (USED WITH FUELS) LINEAR DIFFUSER + (W/ 1- INTERNALLY RISE (SINGLE LINE PLAN MEW) VOLUME DAMPER DROP (SINGLE LINE PLAN MEW) LINED SM PLENUM) VALVE IN VERTICAL 0 TOP TAKEOFF -9 BOTTOM TAKEOFF PIPE BREAK (SINGLE LINE) FOR EVERY 4' OF BOOT BY 1�11) WATER METER DIAL TYPE DIRT LEG LINEAR MFR CO CLEAN-OUT FOR CONDENSATE DRAIN RISE (DOUBLE LINE - PLAN MEW) DROP (DOUBLE LINE - PLAN MEW) OPEN END PIPE BREAK (DOUBLE LINE) DIRECTION OF FLOW IN PIPE Up PITCH PIPE UP IN DIRECTION OF FLOW DN PITCH PIPE DOWN IN DIREC11ON OF FLOW FLEXIBI F NEW WORK SUPPLY LINES DUCT RETURN LINES EXISTING AIR VOLUME TRAVERSE STATION DEMO/EXISTING TO BE REMOVED FUTURE CALL OUT SYMBOLS CONNECT NEW TO REFER TO DRAWINGS (XXX) TYPE (SEE SCHEDULE) -j -CFM EXIS11NG FOR CONTINUATION f DIFFUSER/ REGISTER/ SECTION DESIGNATION Al2(300) GRILLE CALL OUT SHEET NUMBER C�i SYMBOL DESIGNATES ASSOCIATED ROUNF NECK I DETAIL DESIGNATION SYSTEM OR SERVICE (le LPS) SIZE INCHES) SHEET NUMBER HUMIDITY SENSOR OR HUMIDI STAT TYPE (SEE SCHEDULE) -j FCFM Al2/12(3W) DIFFUSER/ REGISTER/ A RE14SION NUMBER @ manoN SENSOR GRILLE CALL OUT @ OVERRIDE TIMER RECTANGULAR NECK SUPPLY OR RETURN SIZE (INCHES) AIR RISER DESIGNATION $3 3 SPEED SWITCH (HI/MED/LO/OFF) LINEAR LENGTH (FEET) --i j -CFM HE PIPING SYSTEM TEMPERATURE SENSOR OR THERMOSTAT Lf H LINEAR DIFFUSER RISER DESIGNATION VARIABLE SPEED SWITCH CALL OUT LINEAR TYPE DUCTWORK EQUIPMENT F-TAG-� EQUIPMENT NOT NO SEE SCHEDULE FOR REQUIRING 10- .0 REQUIRING ELECTRIC TAG PERFORMANCE ELECTRIC SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE ROUND SUPPLY DUCT UP ACV � 1 1 ROUND RETURN OR EXHAUST DUCT UP /ATCC\ SUPPLY DUCT UP r ------- vq RETURN/EXHAUST DUCT UP FARCR-1 ATC RECEIVER FLOW RATE /Bti\ FpHC PREHEAT COIL BOILER Lij -D ROUND SUPPLY DUCT DN 50-T-1 RETURN/EXHAUST CUH\ CABINET UNIT HEATER DUCT DOWN SUPPLY DUCT DOWN ROUND RETURN OR /CT\ COOLING TOWER HC HOT WATER HEATING COIL PIR ET 1 1 EXHAUST DUCT DN IPHC 1 N HOT WATER PREHEAT COIL PUMP RHC :�Iq HOT WATER REHEAT COIL FUEL OIL SYSTEM SPECIFIC TAGS STANDARD RADIUS ELBOW ( R = W ) SUPPLY/RETURN EXHAUST aR FUEL OIL PUMP rFOT FUEL OIL TANK L -1-i HORIZONTAL OFFSET SUPPLY/RETURN kwd /EXHAUST RISE/DROP SPLIT TAKE -OFF W/ BRANCH DAMPERS RISE/DROP RISE OR DROP SUPPLY/RETURN/ EXHAUST 9E::� SUPPLY RING DUCT 90* TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VD BULLHEAD SPUT SUPPLY IN LOW SYSTEMS PRESSURE ONLY) GOOD FOR TAKEOFF TO 0 RING DUCT Tq-T BULLHEAD CONVERGE J-4 RETURN/EXHAUST W/1BRANCH TAKE -OFF VOLUME DAMPER CEILING DUCT MID DIFF/GRILLE W/BRANCH TAKE -OFF VOLUMEDAMPER SIDEWALL DUCT MID REGISTER/GRILLE r 152 1 W/BRANCH TAKE -OF VOLUME DAMPER TAKEOFF TO ------- DIFF/GRILLE W/BRANCH TAKE -OFF VOLUME DAMPER SUPPLY SIDEWALL LINEAR DIFFUSER j! W 1" INTERNALLY LINED SM PLENUM) BRANCH CONN W/M) HARD FOR EVERY 4' OF ELBOW[I LINEAR CEILING DUCT MID DIFF/GRILLE SUPPLY CEILING W/1BRANCH TAKE -OFF LINEAR DIFFUSER + (W/ 1- INTERNALLY VOLUME DAMPER LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF BOOT BY 1�11) LINEAR MFR ACOUSTICALLY LINED DUCT OPEN END DUCT %VD 2 1/2'xl WMS FLEXIBI F DUCT AVS AIR VOLUME TRAVERSE STATION SGD SLIDE GATE DAMPER OR ROOF EXHAUST FAN SHOWN ON ROOF VD MANUAL VOLUME DAMPER I FD SELF-CLOSING FIRE DAMPER W/ACCESS DOOR OR ROOF EXHAUST FAN ACD AUTOMATIC CONTROL DAMPER W/ACCESS DOOR SHOWN ON FLOOR PLAN ------ SD AUTOMA11C SMOKE DAMPER W/ACCESS DOOR UC 1/2- SFD COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR UNDERCUT DOOR BDD BACKDRAFT DAMPER LVDR 1.5 SF LOUVERED DOOR STANDARD 4 -WAY BLOW SUPPLY DIFFUSER RETURN OR EXHAUST AIR FLOW BLANKED FOR 3 -WAY BLOW SUPPLY DIFFUSER SUPPLY AIR FLOW OR BLANKED FOR 2 -WAY BLOW SUPPLY DIFFUSER BLANKED FOR 1 -WAY BLOW SUPPLY DIFFUSER AIR SYSTEM SPECIFIC TAGS /A -CCU\ AIR COOLED CONDENSING UNIT \27 FFLTR L AIR FILTER /AC -U\ AIR CONDITIONING UNIT -Li HC 1 HEATING COIL AIR HANDLING UNIT HEATING & VENTILATING UNIT r -A -WI AIR VOLUME TRAVERSE STATION FRVJ ROOF VENT /CACU\ COMPUTER ROOM AIR N= /-RT-U\ ROOF TOP UNIT COND11IONING UNIT CV -1 M MAX. CONSTANT VOLUME w/ ELECTRIC HEAT OR SATT SOUND ATTENUATOR WCV MIN. MIN. RGPM HOT WATER REHEAT KW ,' PM -HOT WATER FLOW RATE _ELECTRIC REHEAT SIZE �R SMOKE DETECTOR F -cc-� COOLING COIL L /W7\ Fw---fl FWAX-1 FM -A -X-.] VARIABLE VOLUME SUPPLY AIR TERMINAL W/ELECTRIC -Li \-MTIN-.7 FMINQ REHEAT OR HOT WATER REHEAT (D FAN WATER FLOW RATE ELECTRIC REHEAT SIZE CALL OUT SYMBOLS CONNECT NEW TO REFER TO DRAWINGS (XXX) TYPE (SEE SCHEDULE) -j -CFM EXIS11NG FOR CONTINUATION f DIFFUSER/ REGISTER/ SECTION DESIGNATION Al2(300) GRILLE CALL OUT SHEET NUMBER C�i SYMBOL DESIGNATES ASSOCIATED ROUNF NECK I DETAIL DESIGNATION SYSTEM OR SERVICE (le LPS) SIZE INCHES) SHEET NUMBER HUMIDITY SENSOR OR HUMIDI STAT TYPE (SEE SCHEDULE) -j FCFM Al2/12(3W) DIFFUSER/ REGISTER/ A RE14SION NUMBER @ manoN SENSOR GRILLE CALL OUT @ OVERRIDE TIMER RECTANGULAR NECK SUPPLY OR RETURN SIZE (INCHES) AIR RISER DESIGNATION $3 3 SPEED SWITCH (HI/MED/LO/OFF) LINEAR LENGTH (FEET) --i j -CFM HE PIPING SYSTEM TEMPERATURE SENSOR OR THERMOSTAT Lf H LINEAR DIFFUSER RISER DESIGNATION VARIABLE SPEED SWITCH CALL OUT LINEAR TYPE S 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS WITHIN DIVISION 15. 2. DRAWINGS ARE DIAGRAMMATIC, THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. 4. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. 5. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECH. WORK. 6. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SEC11ONS AND WITH FLASHING REQUIREMENTS. 7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBS11TUTES SHALL BE ALLOWED WITHOUT PRIOR CONSENT FROM ARCHITECT ENGINEER. 8. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS, ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. 9. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES. 10. INSTALL THERMOSTATS 3 FEET 6 INCHES (PER ADA CODE) ABOVE FINISHED FLOOR OR AS DIRECTED OTHERWISE BY ARCHITECT. 11. EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. DETAILED DESCRIPTIONS ARE PROVIDED IN ARCHITECTURAL SPECIFICATIONS. 12. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCWDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADD111ONAL COST TO THE OWNER. 13. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 14. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT. 15. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BLDG STRUCTURE TO PROVIDE A VIBRA11ON FREE INSTALLATION. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT. 16. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM UNDER THE ELECTRICAL SECTION. UNDER THE MECHANICAL SECTION, THIS CONTRACTOR SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE, AND SHALL WIRE THE DETECTORS TO THE ATC: SYSTEM AND FAN STARTERS FOR SHUTDOWN. 17. SMOKE DAMPERS SHALL BE PROVIDED UNDER THE MECHANICAL WORK. DAMPERS SHALL BE UL555S LISTED, 18. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 OF SPECIFICATIONS. 19. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES. 20. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SIZE FOR LINER IF APPLICABLE. 21. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 22. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. 23. ANY DEMOUTION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER. 24. PROVIDE FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WERE SHOWN ON DRAWINGS AND WHERE REQUIRED BY NFPA 90A. FOR DUCTS THAT PENETRATE FIRE WALLS, FLOORS AND PARTITIONS PROVIDE SLEEVES WHERE PENETRATIONS ARE NOT PERPENDICULAR TO SURFACE PENETRATED. ENCLOSE DAMPERS IN 10 GAUGE STEEL SLEEVE. 25. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNEC11ON WITH FLEXIBLE COPPER GROUNDING STRAPS. 26. THE INSIDE OF ALL UNLINED DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 27. ALL RETURN AIR OPENINGS ABOVE CEIUNG SHALL BE PROVIDED WITH A 1/4" MESH ALUMINUM SCREEN. 28. PROVIDE 24"x24" MINIMUM SIZE CLEANOUTS IN KITCHEN EXHAUST DUCTS AT CHANGES IN DIRECTION AND BASES OF RISERS, AND EVERY 10 FEET IN STRAIGHT RUNS. 29. INSULATE PIPING AND DUCTWORK AS SPECIFIED: PERFORM TESTS SPECIFIED BEFORE INSULATING. 30. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 31. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 32. PROVIDE AT LEAST THREE -ELBOW SWING FOR PIPE TAKE -OFFS TO RISERS. 33. PITCH PIPING 1 INCH IN 20 FEET IN DIREC11ON OF FLOW, TO ALLOW FOR DRAINING. 34. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, NTH "P" TRAP, CONNECTED TO PLUMBING AS INDICATED ON DRAWINGS. #117,/31/981 FOR CONSTRUCTION D* I ow*fw wa 0 womwoup =cAww4wftkcw" hi"s owyat Kuw"C* D" Isignatute wd Sw I Professiond UMse No Dolrai Arrowwooi Sheet Me Hotel Addition FIVAC LEGEND SYMBOLS & GENERAL NOTES DO% projwt mm 7/31/98 P8705.00 sod* Sheet No. jDrawn NIS CHT H1.1 Chftked VP EQUIPMENT TAG SYMBOLS & ABBREVIATIONS EQUIPMENT F-TAG-� EQUIPMENT NOT NO SEE SCHEDULE FOR REQUIRING 10- .0 REQUIRING ELECTRIC TAG PERFORMANCE ELECTRIC SERVICE T REQUIREMENTS SERVICE DATA EDATA T GENERIC HVAC SYSTEM TAGS ACV � 1 1 AUTOMA11C CONTROL VALVE /DC\ \�� DRY COOLER /ATCC\ FF-CV� ATCCOMPRESSOR FLOW CONTROL VALVE /ATCD\ ATC DRYER FINNED TUBE RADIA71ON -ACTIVE LENGTH FARCR-1 ATC RECEIVER FLOW RATE /Bti\ FpHC PREHEAT COIL BOILER Lij F-RHC� REHEAT COIL 50-T-1 BLOWDOWN TANK FTANK� TANK CUH\ CABINET UNIT HEATER UH N�� UNIT HEATER HYDRONIC SYSTEM SPECIFIC TAGS CHILLER /CUH\ HOT WATER CABINET UNIT HEATER /CT\ COOLING TOWER HC HOT WATER HEATING COIL PIR ET 1 1 EXPANSION TANK HOT WATER UNIT HEATER IPHC 1 N HOT WATER PREHEAT COIL PUMP RHC :�Iq HOT WATER REHEAT COIL FUEL OIL SYSTEM SPECIFIC TAGS /FOP**\ \i/ FUEL OIL PUMP rFOT FUEL OIL TANK L -1-i S 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS WITHIN DIVISION 15. 2. DRAWINGS ARE DIAGRAMMATIC, THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. 4. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. 5. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECH. WORK. 6. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SEC11ONS AND WITH FLASHING REQUIREMENTS. 7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBS11TUTES SHALL BE ALLOWED WITHOUT PRIOR CONSENT FROM ARCHITECT ENGINEER. 8. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS, ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. 9. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES. 10. INSTALL THERMOSTATS 3 FEET 6 INCHES (PER ADA CODE) ABOVE FINISHED FLOOR OR AS DIRECTED OTHERWISE BY ARCHITECT. 11. EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. DETAILED DESCRIPTIONS ARE PROVIDED IN ARCHITECTURAL SPECIFICATIONS. 12. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCWDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADD111ONAL COST TO THE OWNER. 13. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 14. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT. 15. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BLDG STRUCTURE TO PROVIDE A VIBRA11ON FREE INSTALLATION. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT. 16. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM UNDER THE ELECTRICAL SECTION. UNDER THE MECHANICAL SECTION, THIS CONTRACTOR SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE, AND SHALL WIRE THE DETECTORS TO THE ATC: SYSTEM AND FAN STARTERS FOR SHUTDOWN. 17. SMOKE DAMPERS SHALL BE PROVIDED UNDER THE MECHANICAL WORK. DAMPERS SHALL BE UL555S LISTED, 18. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 OF SPECIFICATIONS. 19. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES. 20. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SIZE FOR LINER IF APPLICABLE. 21. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 22. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. 23. ANY DEMOUTION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER. 24. PROVIDE FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WERE SHOWN ON DRAWINGS AND WHERE REQUIRED BY NFPA 90A. FOR DUCTS THAT PENETRATE FIRE WALLS, FLOORS AND PARTITIONS PROVIDE SLEEVES WHERE PENETRATIONS ARE NOT PERPENDICULAR TO SURFACE PENETRATED. ENCLOSE DAMPERS IN 10 GAUGE STEEL SLEEVE. 25. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNEC11ON WITH FLEXIBLE COPPER GROUNDING STRAPS. 26. THE INSIDE OF ALL UNLINED DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 27. ALL RETURN AIR OPENINGS ABOVE CEIUNG SHALL BE PROVIDED WITH A 1/4" MESH ALUMINUM SCREEN. 28. PROVIDE 24"x24" MINIMUM SIZE CLEANOUTS IN KITCHEN EXHAUST DUCTS AT CHANGES IN DIRECTION AND BASES OF RISERS, AND EVERY 10 FEET IN STRAIGHT RUNS. 29. INSULATE PIPING AND DUCTWORK AS SPECIFIED: PERFORM TESTS SPECIFIED BEFORE INSULATING. 30. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 31. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 32. PROVIDE AT LEAST THREE -ELBOW SWING FOR PIPE TAKE -OFFS TO RISERS. 33. PITCH PIPING 1 INCH IN 20 FEET IN DIREC11ON OF FLOW, TO ALLOW FOR DRAINING. 34. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, NTH "P" TRAP, CONNECTED TO PLUMBING AS INDICATED ON DRAWINGS. #117,/31/981 FOR CONSTRUCTION D* I ow*fw wa 0 womwoup =cAww4wftkcw" hi"s owyat Kuw"C* D" Isignatute wd Sw I Professiond UMse No Dolrai Arrowwooi Sheet Me Hotel Addition FIVAC LEGEND SYMBOLS & GENERAL NOTES DO% projwt mm 7/31/98 P8705.00 sod* Sheet No. jDrawn NIS CHT H1.1 Chftked VP Lo FI) 6i 0 6i 00 (.0 0 0 x Ln 0 fl, 00 F- F - 0 -i IL 0 0 Oo 9-9 0) 00 r. T C"i X LO 00 0 —i 0- T LO r. 00 rn No 7 - SECOND FLOOR PLAN, SCALE: 1/8"=I' -O" m" #117/31/981 FOR CONSTRUCTION K -*-77117171 gl =,, m LT v*"xWQW* W Abandw ft* ON 0 "W" "".WWy MW T41em4man Rxemmom WNYO* ckftem" KUMUCW Dd" L1,17, =-ZU.777., 77 ISignature and Sed Profmiond Uowm No Project I Doral ArrowwooJ Sheet Me Hotel Addition HVAC SECOND FL PLAN Dote pmjed No, 7/31/98 P8705.00 scdo Shoot No. AS SHOWN Drawn CHT H2.2 Checked Vp 0 0 co 0 0 x ul) 0 r, 00 rJ- ,T- 0 o. 0 c� to 0 fl, 00 (Y) M r11^^r— � —,7nvR 47�1 2 -*`� r SECTION KE7- SCALE: 1/4$1=1f-0" k DTS T 24x24 DIN 6" CHWS UP 6" CHWR UP 1-6" DTR ITS —/ iuxiz— I0X10--* 5TH FLOOR -1 OX1 0 DTR 0 W 4TH FLOOR x8 6x6 3RD FLOOR 2 x6 0 *-6x6 OX6 2ND FLOOR 2 -*`� r SECTION KE7- SCALE: 1/4$1=1f-0" k DTS T 24x24 DIN 6" CHWS UP 6" CHWR UP 1-6" DTR 1 17/31/981 FOR CONSTRUC-ION tk I 'no low am Ip M AUNWWW ftk ON 0 "MoAft *W.WW OWN Yat em4sam FW004ftsm *Wye% "I'll", . � I ------ ..... ISkpoWre and Sod Profealond Lica m No Project Doral Al L wool PLANsh"t Rus SCALE: 1/8"=l'—F PARTIAL MECHANICAL ROOM PLAN Hotel Addition HVAC SCALE: 1/4"=V-0" F1 FTH FLOOR PLAN Data Project No. 7/31/98 P8705.00 Scde Sheat No. 9 [Drawn Wim — CHT H2.5 Checked VP EXISTING BLDG. 00 rn0 00 C75 PLAN SCALE, 1/8'=I,* -0' 0 ca O N X LO 0 co O T_ 0 O0 f, 00 CY) :r A _� SECTION A K�_ 1/4'=l' -O" ----------- 6" CHWS 6$# CN WR B�SECTION k-- 1/4"=1 x-0tf ROOF 1 17/31/981 FOR CONSTRUCTION No. 1 0*6 Daapaa bw u4mWarmp me Amundw Pat cm a Aftow "M%WWOM T41004asm Fent wk4w4w Nwywk CINUSM's ONM ISgnoture and Sad ProfeWonat Ucerme No Project Shot Hfje Hotel Addition HVAC ROOF Date Project No 7/31/98 P8705.00 Sade Sheet No. 1/81!4-0, Drewn CHT H 2,6 Chocked VP M 0 ar 0 q X n 0 r- 00 r O J n. v > 0 0 ori 0 e� co (D F 4 4 -----_..—_--- 3" I i I ! ! 0I- j I 0 0 f --L FILTER/FEEDER AAV AS 1 t GLYCOL. CHARGING 12' MAX. �. .— _ ---___----_J 0 mWimp'i.�.- 1---F ----------------- ------ -------- (D 2 1/2" 2" 3/4" 2" 2" 1 1/2" p p I 2" 20 2" 2" I I I p 1 1/2" 1 1/2" 3/4" I ! I I !I I ! ! I I I I I I C FCU ! FCU I FCU I FCU ! FCU I FCU I C FCU i FCU ! FCU I FCU I FCU 1 1 i ! \-L/I 1 I i I 1 ! 1 1 (TYP-4) I (TYP-8) 1 (TYP-8) ! TYP-4TYP-4) (Trn2-4) I 1 (TYP-4) I (TYP-8) I (TYP-8) I (TYP-8) I (TYP-4) 1 1/2"—+ 1 1/2" i 1 1/2" 1 1/2" 1 1/2" p 11/2' I 1 1/2"—J=, 11/2--T—' 1 11/2' 1 i I I i 1 1" i" i" q" 1n 1n I 1" I 1" I i p p I i i I p p p p c I ca I a ! I 1 I I a 1 0 l 6 E-3 Ii I I i i i 1 " I I I " ! " 1 " I " I " i " I >: I 1 1 1/2 1 1/2" 1 1 1 1/2 1 1 1/2 i 1 1/2 1 1/2 1 1/2 1 1/2 pi" i" 1" 1" 1" ( 1" i" i0 10 I I I I I I I ! I I ! ! ! I I I j I I 1 j i l I I I I I I I p I p i I I I I I rn rn I 1 t p p p p ! I I 1 I i" i" 1" is 1" I 1" in in in ! I ! I ! I ! I I I ! I ! I p p p p I I ! I AI I R R R R R R R R R R R SEE PLUMBING PLANS 19 � 4 5 7 6 18 8 2 g 1 FOR CONTINUATION (TYP) SEE DETAIL SEE DETAIL (TYP) FOR FUC-2 (TYP) FOR FCU -1 r 0 0 �-1 1/2" I ! I I ! FCU 2 I (TYP-4) F p 3 ACC I I P 1 I ! 4 xv a f I I I I I I -_---_------------� --.r— ---,f- ri 1772T 2" — 2 1/2� T � T � P 6 P � 5 � B B CCA- —V: --se - -v7-..s �_._._ ....__ _______T ._..._ _ ._ .....�. ._..._—_.__.,.._.---___—_____ --- _ ---_—_—_--cG) ! I I ! ! ! ! ! ! ! I 3" 1 1/2" 11/2- 2" 2" I I I i I i I I I I I I 1 1/2" 1 1/2" i FCU I FCU I FCU FCU i FCU I FCU ! I 2 I 2 I 1 p 1 ! 2 I ! I (TYP-4)(TYP-8) I (TYP-8)I (TYP-4) I (TYP-4) I (TYP-4) I I I I ! ! ! ! 1 1/2" ! 1 1/2" p 1 1/2" 1 1/2" 1 1/2" i 1 1/2"- --T /2" ! 1" I I I AHU 2" 11/2" 11/2" is ! ! I ! I I I ! I ! I I ! I AHU � 1 D - is 1' 1' i" 7' 1" O D O O O --n r r FLOW SHEET HOT CHILLED WATER v � m Sheet No. NTS Drown CHT /] H4.1 • Checked. VP a 2" 11/2" 11/2" is ! ! I ! I I I ! I ! I I ! I AHU � 1 D - is 1' 1' i" 7' 1" O D O O O --n r r FLOW SHEET Ew 3/4� v NOTES R 1. FCU -1: ALL BRANCH PIPING SHALL BE 3/4". 11 2, FCU -2. SUPPLY & RETURN BRANCH PIPING SHALL BE 1", CONDENSATE DRAIN BRANCH PIPING SHALL BE 3/4. 3. HOT WATER AND CHILLED WATER RISERS AT MECHANICAL ROOMS ON FLOORS OR RISERS IN SHAFTS SHALL BE SUPPORTED AT EACH FLOOR AND AT BOTTOM AND TOP OF RISERS WITH SPRING HANGERS. IN ADDITION TO RISERS, BRANCH LINES ON EACH FLOOR SHALL ALSO BE SUPPORTED WITH SPRING HANGERS WITHIN 15'—O" OF RISERS. SELECTION AND MOUNTING OF SPRING HANGERS SHALL ACCOUNT FOR EXPANSION/CONTRACTION OF PIPES IN ORDER TO MAINTAIN SUPPORT DURING ALL OPERATING CONDITIONS. /4" f�- SEE PLUMBING PLANS FOR CONTINUATION U SEE PLUMBING PLANS SEE PLUMBING PLANS FOR CONTINUATION FOR CONTINUATION (TYP) (nP) DETAIL TYPICAL FCU -2 DETAIL TYPICAL END OF BRANCH FCU -2 DETAIL TYPICAL FCU --1 DETAIL TYPICAL END OF BRANCH FCU -1 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOT AND CHILLED WATER RISER FLOW DIAGRAM (BUILDING 2) NTS a Na ones. . 1 17/31/981 FOR CONSTRUCTION aa. oex�pncn ham RG, V ei! E s, Nc. 500 Atexeroler Panic„ We 301 Princetcn, W 08540-8307 Won" 1»yl ft— no MW Qrwv - no1WQrwv Iktars7xL ld:x.!>zmr ee TNeDe4Fft811e Ivxear�e� NeM Ta& Npr�t>Wan S*oWre and Sea) Professional Ucm3e No Project Sheet title Hotel Addition HVAC FLOW SHEET HOT CHILLED WATER US 7/31/98 Project No. P8705.00 Scole Sheet No. NTS Drown CHT /] H4.1 • Checked. VP FLEXIBLE DOUBLE SPHERE COUPLING FLANGED CONNECTION AAV O PT AIR COOLED CHILLER-- -- T 0 PT jT i)WFP- CHWS O DOV W/H8 ZSUPPORT PIPING WITH VIBRATION ISOLATION (TYP) INSULATE & HEAT TRACE PIPING EXPOSED TO FREEZING CONDITIONS AIR COOLED CHILLER PIPING MAIN DUCT TAPERED CONNECTION 45` ANGLE(IF MAIN DUCT IS RECTANGULAR) OR CONICAL CONNECTION (IF ,MAIN DUCT IS ROUND) L=1/4 A 4"MIN W� BRANCH DUCT — SUPPLY AIR L E°6 RETURN/EXHAUST AIR Q DUCT TAKE --OFF n S'. .X BRANCH TAKE --OFFS NTS CONTINUOUS WELD RISER CLAMP it 1/4" MIN 1" d d a d d tl' Q a: a o Q d a SCHEDULE 80 .P. ONE NOMINAL THAN SLEEVE I a b 4 a a Q a. SLEEVE ONE NOMINAL 4 SIZE LARGER THAN RISER E FIREPROOF CAULK—/FIREPROOF MINERAL WOOL N (TOP & BOTTOM) OR OTHER APPROVED MATERIAL .X PIPE RISER SUPPORT NTS HEAVY ADjUSTABLE HANGER CLEAS HAN ROLLERWIT � O' TO 1111 •. , 1111 PIPE) 111/LOCKING NUT111111 SUPPORT NUT INSULATION . . •"Niro`► -.'p` INSULATION i SHIELD 12"LONG ,:;„map• �y ,' �, �..+'' MIN.9 • ' �'`y.'yr :�.:�i+: PIPE COVERINGDENSITY RIGID INSULATION AT ��O r .jet *�SHIELD • GA SADDLE ► Q 1, < 1. SEE SPECIFICATION O. HANGER SIZES. 2. PIPE LARGER HAVEROLLER SUPPORTEDDUAL"ori.. c11`1 3. FOR CHW SERVICE OVER ii t • INSULAT10N BETWEEN PIPED SHIELD. PIPE HANGER SUPPORT i N.C. AAV (LARGE CAPACITY) -0 J� SEE NOTE 3 MAKE—UP (TYP) PRV X j AIR SEPARATOR C? 1 I"T"'{X REDUCE TO SIZE OF AIR SEPARATOR FROM CHILLED ` WATER SYSTEM RETURN FULL SIZE TEE OFF TOP OF MAIN O 0 DRAIN OUT VALVE WITH HOSE BIBB SIZE OF SIZE OF AIR MAIN PIPE SEPARATOR 3" — 5" 210 6" 3" OVER 6" 4" P.O.S. e d L TO CHILLED WATER PUMP SUCTION SEE NOTE 1 AAV j{ O r SEE NOTE 2 O w 12" COLD WATER BACKFLOW PREVENTER FLOOR m MAKE—UP SIZE d TOTAL SYSTEM d PRV MIN. PUMP FLOW (GPM) (INCHES) FLOW (GPM) UP TO 200 1/2 3 201-500 3/4 5 501-1,200 1 10 1,201-3,000 1 1/4 20 3,001-5,000 1 1/2 30 5,001-12,000 2 60 1. CONNECT TO SIDE OF MAIN T PREVENT DEBRIS FROM ENTERING PIPE TO TANK. `. • ■ BOTTOM CONNECTION NOT PERMITTED. 2. PREVENT PROVIDE . • .TANK. 3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES AND LARGER; .. PORT . HANDLE SALL ,. • j MAKE-UP 1. DIAPHRAGM :1 ! b# TANK *. i IR SEPARATOR FOR CLOSED LOOP DUAL TEMPERATURE SYS -I (GREATER THAN 4s) SUPPLY) !N V I tJ: 1. ANY CLEARANCE BETWEEN FIRE—RATED WALL OR PARTITION AND DAMPER I SLEEVE OR DAMPER SHALL BE FILLED WITH FIRE—RESISTANT PACKING 2. PITCH DRAIN FOR PROPER RUNOFF. ON ALL SIDES TO MAINTAIN FIRE RATING. 2. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "3A,3B,7 OR 8" (SEE SMACNA FIRE DAMPER AND HEAT STOP GUIDE -- 2ND EDITION PAGE 9 INITIAL DRAIN SEAL. OR NEWER VERSION IF APPLICABLE) WHEN OPEN 100% FREE AREA IS REQUIRED. WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "2" MAY BE USED. 3. PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS. 4. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR. 5. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF GREATER THAN THE MAXIMUM FAN REQUIRED FOR FUSIBLE LINK REPLACEMENT. 6. TYPE "'I" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 36" WHERE VELOCITIES ARE UNDER () WC (WITH DIRTY FILTERS, COILS, 500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY. 7. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER'S, UL APPROVED INSTRUCTIONS. (b) THIS DIMENSION IN INCHES MUST BE DRAIN PIPE (b) GREATER THAN 1/2 OF THE SAME .X FIRE DAMPER NTS i BUTT ENDS & SEAL FOR HANGING DUCT: TRAPEZE DUCT OR STRAP HANGER AROUND DUCT COMPLETELY. DO NOT USE ANY SCREWS, BECAUSE THEY INTERFERE WITH DAMPER BLADE(S). PROVIDE EXTRA LENGTH TO AVOID "PINCHING" PROVIDE LOCKINGI OF INSULATION AT QUADRANT ARM CORNERS. STANDOFF M Ln 0 S TYPICAL DUCT INSULATION & SUPPORTS NTS °X NEAR VOLUME DAMPERS STEEL FRAME OF ANGLE 1 1 /4"x1 1 /4"x1 /8" AROUND DUCT PERIMETER PIPE DUCT PENETRATION j I SLEEVE 1/2" MAX SHOWN IS WHERE j j j ' j (TYP) FIRE DAMPER 1 I IS NOT REQUIRED k j I j I I I► BY CODE. NOTE 1� 1/2" MAX (TYP) PARTITION PARTITION NOTES: 1. AT FIRE RATED PARTITIONS, ADD ADDITIONAL LAYER OF FIRE SAFING < INSULATION AROUND PENETRATION SO AS TO FILL CAVITY. 2. DUCT AND PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE THE CEILING ARE TO BE FIRE STOPPED AROUND THE PENETRATION. .X DUCT AND PIPE PENETRATIONS NTS MAV O T t �---I PIPE DRAIN PAN TO DRAIN RETURN SUPPLY NOTE; Q ALL VALVES AND FITTINGS SHOWN ABOVE MUST FIT WITHIN THE FAN COIL ENCLOSURE. UNINSULATED PIPE AND VALVES SHALL BE OVER EXTENDED DRAIN PAN. z .X 2 --PIPE FAN COIL, 2 --WAY CONTROL VALVE NTS r iyTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START --UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. PITCH DRAIN PAN (a) THIS DIMENSION IN INCHES MUST BE GREATER THAN THE MAXIMUM FAN SUCTION STATIC PRESSURE IN INCHES () WC (WITH DIRTY FILTERS, COILS, OPITCH AND MAXIMUM AIR FLOW). (b) THIS DIMENSION IN INCHES MUST BE DRAIN PIPE (b) GREATER THAN 1/2 OF THE SAME TO MATCH DRAIN r' MAXIMUM FAN SUCTION STATIC OUTLET SIZE. ::;>r: :::::.•::.: PRESSURE IN INCHES WC. d (c) (c) 1 " WATER SEAL. CLEANOUT (TYP.) z ,X DRAW THROUGH UNIT CONDENSATE TRAP NTS TO MAIN SYSTEM PUMP SUCTION RESETTABLE DIAL OR DIGITAL READ-- OUT. POSITIVE LOW PRESSURE SWITCH. WIRE ALARM DISPLACEMENT TO BLDG. FACILITIES OR SECURITY OFFICE. FLOW METER.. r P P 3l4" AAV i 2FM j I Q k k MAIN SYSTEM j AC COLD WATER RETURN 4 MAKE—UP MANUAL HB 14 O SWITCH Z"ACK—FLOW PREVENTER GLYCOL & WATER LOW --LEVEL PREMIX DRUM j ALARM. ANNUNCIATE (55 GALLON TO BLDG. FACILITIES OR MINIMUM) SECURITY OFFICE. FLOOR NOTES. 1. COORDINATE POWER REQUIREMENTS FOR MAKE—UP PUMP WITH ELECTRICAL CONTRACTOR. 2. ALL PIPING & EQUIPMENT SHALL BE RATED FOR INSTALLED OPERATING PRESSURE. 3. FILL SHALL BE MANUALLY CONTROLLED. WHEN SWITCH IS TURNED "ON". PRESSURE SWITCH (SET 0 _,_. PSIG) SHALL OPERATE MAKE—UP PUMP UNTIL PS IS SATISFIED. PUMP SHALL THEN GET DEENERGIZED AND OPERATOR SHALL TURN OFF MANUAL SWITCH. S ®X GLYCOL CHARGING NTS SUPPLY MAIN iok k k D j j -----i O 1 X 1 TEE WITH PLUGGED END < I NOTES: j 1. TYPICAL FOR COND WATER, CHILLED WATER AND HOT WATER. LOCATE IN MECH ROOM AS INSTRUCTED rL BY CHEMICAL TREATMENT CONTRACTOR AND OWNER. .X COUPON RACK NTS 5 GALLON SHOT SHUNT FEEDER TANK OR FROM CHILLED OTHER SIZE AS OR HOT WATER SPECIfiED ASME SUPPLY RATED NC 1 k ----j 0 SUPPLY TO CHILLED OR HOT WATER RETURN SHUT OFF/ 3/4" BALANCING VALVE WITH MEMORY STOP QRETURN 1 a 3/4" O z w .X CHEMICAL FEED (SHOT FEEDER) NTS 1 7/31/96 FOR CONSTRUCTION No. = El b*mlm Door r+�+v +mm"po A r,.ew.rarav eoo as rr«x ca 931 somwm mw TNeeo4mom wwyou e Kanwcb Signature and Seal ProfeaWd Ucense No Project Doral larowwood A 1 4 Dote Pro)wt Na 7/31/98 P8705.00 Scde Sheet No. NIS Drawn 5.1 CHT Checked VP 00 0 0 0 i Q0 x Ln a. r x t 0 _.r IL s U a z e 0 0 �i 0 n m V10 A. GENERAL 1. ALL SETPOINTS AND TIME DELAYS MENTIONED SHALL BE ADJUSTABLE BY THE OPERATOR WITHOUT ANY HARDWARE OR SOFTWARE REVISIONS. 2. SEQUENCES OF OPERATIONS OUTLINED SHALL BE PERFORMED BY DIRECT DIGITAL CONTROL FIELD PANELS (DDCFPS). 3. NAMES FOR ALL POINTS AND VARIABLES SHALL BE COORDINATED WITH OWNER. 4. FAIL-SAFE POSITIONS ARE POSITIONS THAT DEVICES WILL GO TO WHEN DE -ENERGIZED: NO NORMALLY OPEN, NC = NORMALLY CLOSED. 5. WHENEVER THE UNIT IS OFF PER THE CONTROL SYSTEM OR MAIN POWER IS DISCONNECTED, THE CONTROL DEVICES FOR THE UNIT SHALL GO TO THEIR FAIL-SAFE POSITION. 6. ALL DOC CONTROLLED ' PUMPS SHALL BE CAPABLE OF MANUAL OPERATION THROUGH MOA SWITCHES IN THE STARTERS. B. SAFETIES (GENERAL) 1. THE CONTROL SYSTEM SHALL INITIATE AN ALARM, DESCRIBING THE ALARM IF ANY OF THE FOLLOWING CONDITIONS ARE MET: a. A PUMP IS COMMANDED TO RUN AND ANYTIME AFTER A 15 SECOND DELAY THE CONTROL SYSTEM SENSES NO STATUS VIA THE PUMP'S DIFFERENTIAL PRESSURE SWITCH. b. IF A LEAD PUMP FAILS TO START AS INDICATED BY PUMP STATUS, THE LAG PUMP SHALL START AFTER A ONE MINUTE DELAY. c. ALL CONTROL SYSTEM SENSORS SHALL HAVE A HIGH AND LOW SOFTWARE ALARM LIMIT TO INDICATE TEMPERATURE PROBLEMS OF A FAULTY SENSOR. C. DUAL TEMPERATURE SYSTEM CHANGE OVER 2. THE DUAL TEMPERATURE SYSTEM CHANGE OVER SHALL BE SEASON / TEMPERATURE BASED. THIS CHANGE OVER SHALL BE INITIATED BY THE BUILDING OPERATOR VIA THE DDC SYSTEM. C.1. CHILLER PLANT TO BOILER PLANT CHANGE OVER 1. UPON REQUEST BY OPERATOR FOR CHANGE OVER, THE CHILLER AND P-3 / P-4 SHALL DE -ENERGIZE. P-1 / P-2 SHALL CONTINUE TO RUN. CV --1 AND CV -2 SHALL CLOSE FLOW TO THE CHILLER PLANT AND OPEN FLOW TO THE BOILER PLANT. 2• AFTER A 15 MINUTE DELAY, THE LEAD BOILER SHALL BE ALLOWED TO ENERGIZE ALONG WITH ITS PUMP. IF AFTER 30 MINUTES, THE HOT WATER SUPPLY SETPOINT IS NOT SATISFIED, THE LAG BOILER SHALL ENERGIZE. 3• ONCE THE SYSTEM IS WARMED UP, THE BOILERS SHALL OPERATE AS NOTED IN PARAGRAPH E BELOW. C.2. BOILER PLANT TO CHILLER PLANT CHANGE OVER 1. UPON REQUEST BY OPERATOR FOR CHANGE OVER, THE BOILERS SHALL DE -ENERGIZE. THEIR RESPECTIVE PUMPS SHALL CONTINUE TO RUN FOR 30 MINUTES TO REMOVE HEAT FROM THE BOILERS. 2. P-1 / P-2 SHALL CONTINUE TO RUN. 3. WHEN THE HCR AND HCS TEMPERATURE SENSOR SENSES THAT THE WATER IN THE SECONDARY LOOP HAS "COOLED" DOWN BELOW 80 DEGREES F. (1 HOUR MINIMUM), CV -1, CV -2 SHALL CLOSE FLOW TO THE BOILER PLANT AND OPEN FLOW TO THE CHILLER PLANT. 4. THE CHILLER SHALL OPERATE AS NOTED IN PARAGRAPH D BELOW. D. CHILLER PLANT 1• IN111AL CHILLER STARTUP AND CHILLER SHUTDOWN, SYSTEM STARTUP AN SHUT DOWN SHALL BE VIA MANUAL INPUT FROM THE OPERATOR. 7 DAYS/WEEK. ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE THROUGH THE DDC SYSTEM WITHOUT ANY PROGRAM CHANGES. 2. CHILLED WATER SUPPLY TEMPERATURE SENSORS FOR CHILLER SHALL BE FURNISHED BY THE CHILLER MANUFACTURER, INSTALLED AND WIRED TO THE CHILLER CONTROL PANELS BY THE ATC CONTRACTOR. THE CHILLER MANUFACTURER SHALL PROVIDE DIFFERENTIAL PRESSURE SENSORS (DP) TO VERIFY CHILLED WATER. ATC CONTRACTOR SHALL INSTALL AND WIRE (DP) SENSORS TO THE CHILLER CONTROL PANELS. 3. PROVIDE OUTDOOR AIR DRY BULB AND RELATIVE HUMIDITY SENSORS TO CALCULATE GLOBAL OUTDOOR WET BULB TEMPERATURE. THE DDC SYSTEM SHALL BE TIED INTO EACH CHILLER FOR START/STOP CONTROL, STATUS, ALARM MONITORING, AND RUN TIME MEASUREMENT. IF ANY PUMP OR CHILLER FAILS, THE BMS .SHALL ALARM. 4. WHENEVER ANY SYSTEM ELEMENT (PUMP, CHILLER, VALVE, ETC.) HAS BEEN LOCKED OUT OR OFF OR CLOSED ON SAFETY, IT SHALL NOT BE ALLOWED TO OPERATE AGAIN UNTIL THE OPERATOR MANUALLY INDICATES AT THE CENTRAL BMS THAT THE ELEMENT IS AGAIN AVAILABLE FOR OPERATION. 5. PROVIDE LOCAL CHILLER OVERRIDE OF BMS SYSTEM CONTROL. 6. ALL CHILLER PACKAGED CONTROLS SHALL INCLUDE REMOTE DEMAND LIMITING AND REMOTE CHILLED WATER RESET CAPABILITIES. ATC CONTRACTOR SHALL PROVIDE INTERFACE SCREENS TO ALLOW SETPOINT ADJUSTMENTS FROM THE CENTRAL BMS. 7• EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ALL DEVICES, MATERIAL AND LABOR REQUIRED TO ESTABLISH OPERATION OF THE INDICATED SYSTEMS, AS DESCRIBED HEREIN, SHALL BE THE WORK OF THIS SECTION OF SPECIFICATIONS. D.1. MECHANICAL COOLING CONTROL 1 • ONCE INITIALLY STARTED BY OPERATOR INPUT, THE CHILLERS SHALL BE AUTOMATICALLY STARTED AND STOPPED (SEQUENTIALLY) BY THE BMS UNTIL THE OPERATOR STOPS THE SYSTEM BY INPUT TO THE BMS. PRIMARY CHILLED WATER (P-3, P-4) PUMPS SHALL BE INTERLOCKED BY THE DDC SYSTEM AND SHALL BE STARTED BEFORE THE CHILLER. WHEN A CHILLER IS SHUT DOWN, THE RESPECTIVE PUMP SHALL BE STOPPED AFTER A 30 SECOND TIME DELAY. �' DPS HCRt LOCATE 2/3RD DOWN PIPING 2. CONTROL OF INTERNAL CHILLER OPERATION SHALL BE THROUGH THE CONTROL PANELS PROVIDED BY THE CHILLER MANUFACTURER. AFTER STOPPING, A CHILLER SHALL NOT BE RESTARTED FOR AT LEAST THE MINIMUM PERIOD OF TIME AS DETERMINED BY THE MANUFACTURER. CHILLED WATER SUPPLY (CHW) TEMPERATURE FOR EACH CHILLER SHALL BE INITIALLY SET FOR 44oF. ONCE THE CHILLER CONTROL (DP) SENSORS HAVE PROVED CHW FLOW, THE CHILLER SHALL BE ALLOWED TO START AFTER A SHORT TIME DELAY (ADJUSTABLE FROM 5-30 SECONDS). IF A CHILLED WATER PUMP DOES NOT START THE LAG PUMP SHALL START AND AN ALARM SHALL BE SENT. D.2. SECONDARY CHILLED WATER PUMP CONTROL 1. SECONDARY CHILLED WATER PUMPS (SCHWP-1,2) ARE VARIABLE FLOW UNDER THE CONTROL OF DEDICATED VARIABLE FREQUENCY DRIVES "VFD'S".. DIFFERENTIAL PRESSURE SENSORS, LOCATED AT THE ENDS OF MAIN PIPING LOOPS SHALL PROVIDE CONTROL SIGNAL TO MAINTAIN A CONSTANT DIFFERENTIAL SUFFICIENT TO PROVIDE SCHEDULE FLOW RATES TO ALL TERMINAL POINTS (BALANCING CONTRACTOR TO FIELD DETERMINE DIFFERENTIAL PRESSURE SETPOINT). PUMPS SHALL BE RUN TIME TRENDED AND ALTERNATED ON A WEEKLY BASIS TO MAINTAIN EQUAL RUN TIME. E. BOILER PLANT 1. EACH BOILER SHALL BE PROVIDED WITH ITS OWN FLAME AND WATER CONTROLS AND SAFETIES. EACH BOILER SHALL HAVE A DRY SET OF CONTACTS LABELED FAULT, WHICH SHALL BE INTERFACED TO THE DDC SYSTEM TO INDICATE A BOILER FLAME FAILURE AT THE CENTRAL DDC TERMINAL. 2. EACH BOILER SHALL BE PROVIDED WITH ITS OWN HOT WATER SUPPLY AQUASTAT TO MAINTAIN BOILER WATER TEMPERATURE. 3. ALL WIRING BY ATC. 4. OPERATION a. UPON START-UP, LEAD BOILER ENERGIZE ASSOCIATED SYSTEM HOW WATER (HW) SUPPLY PUMP SHALL RUN. b. LAG BOILER SHALL ROTATE AND BECOME LEAD BOILER WEEKLY. UPON A FAILURE OF THE LEAD BOILER, THE LAG BOILER SHALL OPERATE AND THE FAILED BOILER ISOLATION VALVE SHALL CLOSE; AN ALARM SHALL BE SENT TO THE BMS. C. THE HOT WATER BOILERS SHALL OPERATE ACCORDING TO THE LEAD LAG CONTROLLER.. STAGING OF THE BOILERS SHALL BE BY MANUFACTURER PROVIDED AQUASTAT INSTALLED BY ATC IN A WELL IN SUPPLY WATER HEADER. UPON INCREASE IN HEATING LOAD, HWST WILL DROP BELOW SETPOINT, THE CONTROLLER SHALL SEQUENCE ON LAG BOILER, ENERGIZE FIRING RATES OF THE BOILERS AND SEQUENCE OFF THE LAG BOILER SYSTEM. 0ATC CONTRACTOR PROVIDE DDC POINT CIAD OUTSIDE AIR DAMPER (TWO POSITION) FA AND HARDWARE FAULT ALARM CONTROL POINT DEVICE PROVIDED BY SIS ELECTRICAL OR PLUMBING CONTRACTOR START /STOP DIRT DUAL TEMP WATER RETURN TEMPERATURE SENSOR BUT INTERFACED TO DDC BY ATC ELEC CONTRACTOR. RT DDC ROOM THERMOSTAT DIST DUAL TEMP WATER SUPPLY TEMPERATURE SENSOR ATC CONTRACTOR INTERFACE TO EQUIPMENT MANUFACTURER'S HARDWARE E -S, TWO POSITION (ULTRA LOW LEAK) GTR rMOTORIZED HWRT HOT WATER RETURN TEMPERATURE SENSORCURRENT TRANSFORMER RELAY MOTORIZED DAMPER WITH END SWITCH ClHCY COOLING/HEATING CONTROL VALVE CHWRTHWST HOT WATER SUPPLY TEMPERATURE SENSOR CHILLED WATER RETURN TEMPERATURE SENSOR DAT DISCHARGE AIR TEMPERATURE SENSOR CHWSTRI RUN INDICATION CHILLED WATER SUPPLY TEMPERATURE SENSOR FZ FREEZESTAT CY CONTROL VALVE YFDS VARIABLE FREQUENCY DRIVE SPEED SDET SMOKE DETECTOR DP DIFFERENTIAL PRESSURE SENSOR YFDSq VARIABLE FREQUENCY DRIVE SPEED OUTPUT ELEC MGT HEATING COIL TEMPERATURE SENSOR DPS DIFFERENTIAL PRESSURE SWITCH � I P 4 (STANDBY) I t L _ --i 15 ) t L- ® - FACTORY FURNISHED, FIELD WIRED/INSTALLED BY ATC CONTRACTOR L_ - !6) L--._ DA MECHANICAL COOLING CONTROL 1. ONCE INITIALLY STARTED BY OPERATOR INPUT, THE CHILLERS SHALL BE AUTOMATICALLY STARTED AND STOPPED (SEQUENTIALLY) BY THE BMS UNTIL THE OPERATOR STOPS THE SYSTEM BY INPUT TO THE BMS. PRIMARY CHILLED WATER (P-•-3, P-4) PUMPS SHALL BE INTERLOCKED BY THE DDC SYSTEM AND SHALL BE STARTED BEFORE THE CHILLER. WHEN A CHILLER IS SHUT DOWN, THE RESPECTIVE PUMP SHALL BE STOPPED AFTER A 30 SECOND TIME DELAY. 2. CONTROL OF INTERNAL CHILLER OPERATION SHALL BE THROUGH THE CONTROL PANELS PROVIDED BY THE CHILLER MANUFACTURER. AFTER STOPPING, A CHILLER SHALL NOT BE RESTARTEDFOR AT LEAST THE MINIMUM PERIOD OF 11ME AS DETERMINED BY: THE MANUFACTURER. CHILLED WATER SUPPLY (CHW) TEMPERATURE FOR EACH CHILLER SHALL BE INITIALLY SET FOR 44oF. ONCE THE CHILLER CONTROL (DP) SENSORS HAVE PROVED CHW FLOW, THE CHILLER SHALL BE ALLOWED TO START AFTER A SHORT TIME DELAY (ADJUSTABLE FROM 5-30 SECONDS). IF A CHILLED WATER PUMP DOES NOT START THE LAG PUMP SHALL START AND AN ALARM SHALL BE SENT. D.2. SECONDARY CHILLED WATER PUMP CONTROL 1. SECONDARY CHILLED WATER PUMPS (SCHWP-1,2) ARE VARIABLE FLOW UNDER THE CONTROL OF DEDICATED VARIABLE FREQUENCY DRIVES "VFD'S". DIFFERENTIAL PRESSURE SENSORS, LOCATED AT THE ENDS OF MAIN PIPING LOOPS SHALL PROVIDE CONTROL SIGNAL TO MAINTAIN A CONSTANT DIFFERENTIAL SUFFICIENT TO PROVIDE SCHEDULE FLOW RATES TO ALL TERMINAL POINTS (BALANCING CONTRACTOR TO FIELD DETERMINE DIFFERENTIAL PRESSURE SETPOINT). PUMPS SHALL BE RUN TIME TRENDED AND ALTERNATED ON A WEEKLY BASIS TO MAINTAIN EQUAL RUN TIME. E. BOILER PLANT 1. EACH BOILER SHALL BE PROVIDED WITH ITS OWN FLAME AND WATER CONTROLS AND SAFETIES. EACH BOILER SHALL HAVE A DRY SET OF CONTACTS LABELED FAULT, WHICH SHALL BE INTERFACED TO THE DDC SYSTEM TO INDICATE A BOILER FLAME FAILURE AT THE CENTRAL DDC TERMINAL. 2. EACH BOILER SHALL BE PROVIDED WITH ITS OWN HOT WATER SUPPLY AQUASTAT TO MAINTAIN BOILER WATER TEMPERATURE. 3. ALL WIRING BY ATC. 4. OPERATION a. UPON START-UP, LEAD BOILER ENERGIZE ASSOCIATED SYSTEM HOW WATER (HW) SUPPLY PUMP SHALL RUN. b. LAG BOILER SHALL ROTATE AND BECOME LEAD BOILER WEEKLY. UPON A FAILURE OF THE LEAD BOILER, THE LAG BOILER SHALL OPERATE AND THE FAILED BOILER ISOLATION VALVE SHALL CLOSE. AN ALARM SHALL BE SENT TO THE BMS. c. THE HOT WATER BOILERS SHALL OPERATE ACCORDING TO THE LEAD LAG CONTROLLER. STAGING OF THE BOILERS SHALL BE BY MANUFACTURER PROVIDED AQUASTAT INSTALLED BY ATC IN A WELL IN SUPPLY WATER HEADER. UPON INCREASE IN HEATING LOAD, HWST WILL DROP BELOW SETPOINT, THE CONTROLLER SHALL SEQUENCE ON LAG BOILER, ENERGIZE FIRING RATES OF THE BOILERS AND SEQUENCE OFF THE LAG BOILER SYSTEM. d. COMBUSTION AIR DAMPERS SHALL OPEN AND END SWITCHES SHALL MAKE PRIOR TO BOILER(S) ENERGIZING. BOILER/CHILLER DUAL TEMPERATURE PLANT DDC CONTROL PANEL 5. BAS SHALL MONITOR TEMPERATURE SENSORS. E.2. EMERGENCY SHUT DOWN (MANUAL) 1. MANUAL EMERGENCY SHUT DOWN MUSHROOM TYPE PUSH BUTTONS (RED) (PROVIDED AND INSTALLED BY ATC) SHALL BE LOCATED OUTSIDE EACH ENTRANCE TO THE MECHANICAL ROOM. UPON ACTIVATION, THE BOILERS SHALL SHUT DOWN (VIA THE DDC SYSTEM). AN ENGRAVED RED SIGN (WHITE LETTERS 3.8" HIGH) SHALL BE ATTACHED ABOVE THE BUTTON AND SHALL READ: "BOILER - EMERGENCY SHUT DOWN". THIS BUTTON SHALL ALSO SHUT DOWN THE HOW WATER BOILERS. F. REPORTING FUNCTIONS 1. HISTORIES 2. THE DDC SYSTEM SHALL PRINTOUT ANY TEMPERATURE, FLOW OR DATA FROM ANY SENSOR OR DEFINED VARIABLE ON REQUEST OF OPERATOR. 3. THE DDC SYSTEM SHALL BE PROGRAMMED TO RECORD HISTORIES OF ALL TEMPERATURES, FLOW RATES, HOUR OF DAY, AND HOURS OF OPERATION OF EACH PIECE OF EQUIPMENT. IN ADDITION, RECORD HISTORIES OF ANY OTHER ITEM OVER ANY TIME PERIOD REQUESTED BY THE OPERATOR. COORDINATE WITH OWNER FOR INITIAL LIST OF HISTORY ITEMS. 3. ALARMS a. IN ADDITION TO THE ALARMS PREVIOUSLY LISTED, ALL SENSORS AND VARIABLES SHALL BE CAPABLE OF HIGH/LOW ALARM POINTS. AS A MINIMUM, THE FOLLOWING SHALL BE ALARMED AFTER APPROPRIATE TIME DELAYS: b. IF A PIECE .OF EQUIPMENT IS INDICATED AS OFF WHEN IT SHOULD BE ON (IGNORE IF CHILLER IS CYCLED OFF TEMPORARILY DUE TO LOW LOAD CONDITIONS) c. IF CHWS TEMPERATURE FOR ANY OPERATING CHILLER EXCEEDS 1.5 DEGREES ABOVE SETPOINT. d. IF HWS TEMPERATURE EXCEEDS 5oF ABOVE OR BELOW SETPOINT. e. IF CHW DIFFERENCE BETWEEN RETURN TEMPERATURE AND SUPPLY SENSOR IS LESS THAN 60o OF THE DESIGN TEMPERATURE DIFFERENTIAL WITH THE SYSTEM IN STEADY STATE. b. ALARM MESSAGES SHALL BE DISPLAYED ON CRT AND PRINTED. 4. REPORTS a. IN ADDITION TO THE REPORTS PREVIOUSLY MENTIONED (I.E. WATER TREATMENT), REPORTS SUMMARIZING THE FOLLOWING INFORMATION SHALL BE PROVIDED: b. TOTAL CHILLER RUN HOURS c- TOTAL BOILER RUN HOURS d. MINIMUM, PEAK AND TIME WEIGHTED AVERAGE OUTDOOR TEMPERATURE AND HUMIDITY. e. THE ABOVE SHALL BE STORED ON A DAILY BASIS WITH REPORTS TO PRINT OUT THE DATA FOR ALL CHILLERS, PUMPS, AND BOILERS ON A DAILY, WEEKLY OR MONTHLY SUMMARY REPORT. NTS Im 1 17/31/981 FOR CONSTRUCTION NO. &4nws, Inc. ';%. IN o TdM4msm ftem4am WAW* wsftom ClousWom fts"o r Oda signature and sed ProfeWawi License No Proiect Doral ArrowwooJ Hotels • HVAC CONTROLS No Project No. 7/31/98 P8705.00 Scde Sheet No. NIS Drawn CHT H6.1 s Checked VP 6i 00 0) C0 - CD wo . T 110 X LO 0 fl, CY O O CD CD r� co m wo k 101 A Wi *k4 W-11 "Mim 240V/30A/1P W/1 5A FUSE 60OV10OA3P W/FUS/ES PER MANUFACTURER 2ND LEVEL PART PLAN SCALE: 1/4"=1'-0" K0.777 FOR CONSTRUCTION rommWorgy 000 AbmmCAW Part 04 28 Mori r4 Obw Jm" eee84 Tel m 40 am ftow4man ISpature and Sod Profemstond Ucense No Project I Doral A SECOND FLOOR PLAN ArrowwooJ --7-1 SCALE: 1/8"=l' -O' sheat Title Hotel Addition ELECTRICAL PLARI LEVEL 2 Dote Project No. 7/31/98 P8705,00 Scale Sheet No. AS SHOW Drown RM E2.2 Chocked ES L FCU D /FCU\ 6.4 A.1 P2N3C- 8,10,12 H4N3A- 10 EST R00 319 -TYPE "A" P2N3C- 2,426 8 VEST R00 3t 9 UESTROO TYPE X � , P2N3C- 19, H4N3A- 6 P2N3C- 13,15,1 H4N3A- 4 UE5T R00 315 2 TYPE "A" P2N3C- 7,9,11 H4N3A- 2 3.2 K2 3.4) (37,o C 2 HOUSE KEEP11 0 26 r2Lr 322 0 C 2 A 4,6 4 L BN E11111 MW M LA�W SWA CP WE -TIM "B"__ 6 � 7 P2N3A- 5 /FCU 141618 H4N3A- 20 esr Roo 333 U€ST R00 WE"IM001 2 TYPE "A" TYPE "An . U P2N3B— P2N3B— P2N3B- 8,10,1 4_ 1 C I F H4N3A— H4N3A— H4N3A— I L� 14 16 13 2 ECH. ROOM 37 4 N 02Q� P 2 22% ilii ■ SIMMS A 9,6 l (10.1 UEST R00 301 E P2N3A- 1 , n5 H4N3A- 5 J)j!EE"A" P2!N3A- 7 , 91 H4N3A- 7 UEST R00 302 P2N3A- �1921 23 H4N3A- 11 uEsr Roo 304 TYPE "A" TYPE TYPE "A" TYPE W DTE "A" P2N3C— P2N3B— -P2N3B— P2N3B P2N3B— P2N3B- P2N3B- 11315 2,4,6 25,27,29 19,21,23, 13,15,17 7,9,11 H4N3A— H4N3A— H4N3A— H4N3A— H4N3A— H4N3A— H4N3A- 25 23 21 19 17 15 13 f PET:R:110T /FCU\ FCU 6 THIRD LEVEL PLAN SCALE: 1 /8"=1'-0" FGU FCU FCU FCU (�7 LAn 11 H.2 F.2 A.1 C CP M P2N3C-25 J25 0 NEMA SIZE 1 FVNR IN NEMA 1 ENCLOSUF E H4N3A-27 ECH. ROOM 32 P2N3A TYP A" P2N3B P2N3A- P2N3C--b-OUSE 8,10,U H4N3A- H4.N3 P2N:3A-20 329 22 CL� CL' 0 UEST R40 G .2 G.2FCU TELEPHONE T mr'. -TIM "B"__ 6 � 7 P2N3A- 5 /FCU 141618 H4N3A- 20 esr Roo 333 U€ST R00 WE"IM001 2 TYPE "A" TYPE "An . U P2N3B— P2N3B— P2N3B- 8,10,1 4_ 1 C I F H4N3A— H4N3A— H4N3A— I L� 14 16 13 2 ECH. ROOM 37 4 N 02Q� P 2 22% ilii ■ SIMMS A 9,6 l (10.1 UEST R00 301 E P2N3A- 1 , n5 H4N3A- 5 J)j!EE"A" P2!N3A- 7 , 91 H4N3A- 7 UEST R00 302 P2N3A- �1921 23 H4N3A- 11 uEsr Roo 304 TYPE "A" TYPE TYPE "A" TYPE W DTE "A" P2N3C— P2N3B— -P2N3B— P2N3B P2N3B— P2N3B- P2N3B- 11315 2,4,6 25,27,29 19,21,23, 13,15,17 7,9,11 H4N3A— H4N3A— H4N3A— H4N3A— H4N3A— H4N3A— H4N3A- 25 23 21 19 17 15 13 f PET:R:110T /FCU\ FCU 6 THIRD LEVEL PLAN SCALE: 1 /8"=1'-0" FGU FCU FCU FCU (�7 LAn 11 H.2 F.2 A.1 C _3RD LEVEL PART PLAN SCALE: 1/4"=V-0" 1 7%31/98 FOR CONSTRUCTION 77 eoacr�.ec as as W6040800 WOW* Krwoaly CMRe 99noWm and Sed Professional License No NOW CP M P2N3C-25 J25 0 NEMA SIZE 1 FVNR IN NEMA 1 ENCLOSUF E H4N3A-27 ECH. ROOM 32 P2N3A P2N3B P2N3C--b-OUSE KE E H4.N3 P2N:3A-20 329 0 TELEPHONE T mr'. _3RD LEVEL PART PLAN SCALE: 1/4"=V-0" 1 7%31/98 FOR CONSTRUCTION 77 eoacr�.ec as as W6040800 WOW* Krwoaly CMRe 99noWm and Sed Professional License No NOW FIFTH LEVEL PLAN SCALE: 1/8"=V-0" SCALE: 1/4"=I' -O'. 1 17/31/981 FOR CONSTRUCTION 1 06 L AntAsA" kbit Dodm W0AtmmWv PwkCN2* P1lfoeklM Nowim"W" T41000452000 ftem4mam mmytot *&ben" MOW ay a" ISignature and Sod Professional Ucense No Project I Doral Arrowwooj Shed Twe Hotel Addition ELECTRICAL PLAN LEVEL 5 Dole ProjWt No. 7/31/98 P8705.00 Scale AS SIVIN Shed No. Drawn RM E2.5 Chooked ES L2 / 29 I 1CP I P2N5C-29 H4N5B-2 MECH. ROOM 528 H4N5B H( P2N5A KEIP j P2N5B / P2N5C P H4N5 P2N5:A-20 2 H4'N5 -1 1 L TELEPHONE BACKBOARD:1 5TH LEVEL PART PLAN SCALE: 1/4"=I' -O'. 1 17/31/981 FOR CONSTRUCTION 1 06 L AntAsA" kbit Dodm W0AtmmWv PwkCN2* P1lfoeklM Nowim"W" T41000452000 ftem4mam mmytot *&ben" MOW ay a" ISignature and Sod Professional Ucense No Project I Doral Arrowwooj Shed Twe Hotel Addition ELECTRICAL PLAN LEVEL 5 Dole ProjWt No. 7/31/98 P8705.00 Scale AS SIVIN Shed No. Drawn RM E2.5 Chooked ES k. l xo, DAS ROOF F IM IM F F F S ? S F F SELEV. F S S H S F 1 7%31 f98 FOR CONSTRUCTION FS TS ELEV. LOBBY SHAFT STAIRWAY DH DH DH DH C F C C C F F C C C F C 1 TSP—HORNS/STROBES 1 TSP—HORNS/STROBES LEVEL 5 F IM IM F F F S S S S F F f F FS TS DH DH DH DH C F C C C F ,j F C C C F C 1 TSP—HORNS/STROBES 1 TSP--HORNS/STROBES LEVEL 4 F IM IM F F F S S S S F F F F FS TS DH DH DH DH Gantuitente: F c F C C .. F R.G. Vvd"ed 9, Inc. 1 TSP--HORNS/STROBES 1 TSP—HORNS/STROBES AlexanderSW LEVEL 3 (10)HORNS/STROBES PER CIRCUIT MAX. (TYPICAL) C F C C C F J F C C C F C 1 TSP—HORNS/STROBES 1 TSP—HORNS/STROBES 120 VOLT INPUT IR DH DH t?H DHOP44116 REMOTE ANNUNCIATION DUO EDWARDS EST3 IN EXISTING CONFERENCE CENTER LOBBY m.aewra�+ wora+ccNaa praro.�►++..w..r ao� IM F5 ` IM TS F F F S S FIRE ALARM CONTROL PANEL 3/4"C TO SECURITY PANEL 120 VOLT INPUT S S F F F S S H S H IR IR IR F ELEV. ELEV. MACH. RM. ELEV. LOBBY SHAFT RECALL ZONE #1. RIM '''"°"°" "''�"'' N« 016 RS232 VIA SHORT HAUL MODEM TO FIREWORKS COLOR GRAFICS RECALL ZONE #2. UNIT IN EXISTING CONFERENCE CENTER SECURITY OFFICE. SHUTDOWN INTERLOCK a TO THE SHUNT—TRIP LEVEL 2 CKT. BRKR. F F AJ IM IM F F _ 1 TSP—HORNS/STROBES FS TS LEVEL 1 Signature and Sed Profewanal t crose No Project NOTES! 1. REFER TO DWG. E1.1 FOR LEGENDS, NOTES & SYMBOLS 2. THE FIRE ALARM RISER IS DIAGRAMMATIC. REFER TO THE POWER PLANS FOR EXACT LOCATION AND QUANTITY OF DEVICES. 3. ALL WIRING AND CONDUIT SHALL BE IN ACCORDANCE WITH MANUFACTURERS WIRING DIAGRAM AND SHOP DRAWINGS. 4. FOR LEGENDS, SYMBOLS AND GENERAL NOTES REFER TO DWG. E1.1 5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND DEVICES AS Doral ArrowwooJ REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. THE CONTRACTOR Shod Itle Hotel Addition SHALL PROVIDE ALL INTERLOCK WIRING BETWEEN FIRE ALARM SYSTEM AND ELEVATOR EQUIPMENT AS INDICATED AND/OR AS REQUIRED. 6. FOR EXACT QUANTITY OF ALL FIRE ALARM DEVICES REFER TO ELECTRICAL ELECTRICAL/� FLOOR PLAN DRAWINGS. / FIRE ALARM RISER DIAGRAMS ode 7/31 /98 Pm)eot No. P8705.00 Scale Sheet No. NOME Drawn RM E4.2 Chaaked ES — 3 V8 2 314" 3/4- 11/2 PANEL L41 A 5/32" DIA. HOLE FED FROM D41 A 1/2". LETTERS (TYPICAL) NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS. 2. NAMEPLATE TO BE 1/16- THICK WHITE PLASTIC WITH BLACK CENTER LAMINATION. FACE SHALL BE WHITE, ENGRAVED LETTERS SHALL BE BLACK. 3. SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. ADHESIVE CEMENT SHALL NOT BE ALLOWED. TYPICAL NAMEPLATE DETAIL NTS INSULATOR INTERIOR/EXTERIOR WALL COPPER GROUND BUS LEAD EXPANSION 3/8" INSULATOR SHIELD OR APPROVED - MOUNTING BOLT MOUNTING METHOD 1✓2 1 /4" SECTION "A— A" t`) vl 00 1/4- X 2" X 2'-0" LONG 00 COPPER BUS SERVICE 00 MOUNTED TO WALL WITH INSULATORS 00 vi #4/0 CU GROUND CONDUCTOR IN 11/4"C. (TYPICAL) TO BUILDING WATER SERVICE PIPE FRONT VIEW INSULATOR MOUNTING BOLT SEE SECTION "A -A" ABOVE (TYPICAL FOR 2) ..., 500 KCMIL GROUND CONDUCTOR IN 11/4"C. TO EXTERIOR GROUNDING TRIPOD ! ' ! pm 011@1 6 ! X FA = DISCONNECT SWITCH (FUSED OR UNFUSED AS SHOWN ON DRAWING) MOTOR TERMINAL BOX RIGID METALLIC CONDUIT FLANGE BOLTED TO FLOOR AIR TERMINAL �I CABLE FLAT SURFACE AIR TERMINAL BASE WITH PRESSURE TYPE CABLE CONNECTOR (BRONZE). BOND WITH ADHESIVE CEMENT Cb .o ONLY. 4 '4 BASE ,4 b p 4 4 4 4 AIR TERMINAL --FLAT ROOF MOUNT DETAIL NTS AIR TERMINAL VG PLATE WITH URE TYPE CONNECTION. )E FOR ALL OBJECTS WITHIN 6'-0" OF THE LIGHTNING PROTECTION SYSTEM. NTS \--°- BASE BOND WITH ADHESIVE CEMENT ONLY CROSSRUN POINT BASE DETAIL NTS BRONZE WEATHERSEAL FLASHING CONE. COORDINATE MOUNTING IN ACCORDANCE WITH ROOFERS RECOMMENDATIONS. ROOF INSULATION •'1„p pjPp CONCRETE ROOF DECK14 BUILDING STRUCTURAL STEEL COLUMN. #4/0 AWG COPPER GROUND FLAT -ROOF, BRONZE POINT BRACKET (ANCHOR TO ROOF DECK) IN ACCORDANCE WITH ROOFERS RECOMMENDATIONS. CABLE BRONZE HEAVY DUTY METAL BEAM CONNECTOR (TYP.) #4/0 AWG COPPER GROUND INSTALLED IN CONDUIT FROM STEEL COLUMN BASE TO 1'-O" BELOW GRADE. L•° p GROUND ROD----- 4"«°°'tip xQ-0,�° •p b.°o 4 EXOTHERMIC CONNECTION TO GROUND LOOP AT BUILDING EXTERIOR EXOTHERMIC CONNECTION TO 3/4"x10' -O" LONG COPPERCLAD GROUND ROD AT BUILDING EXTERIOR mlmdmj��jj �syy�ljm 111101m STAINLESS S' METAL SCREWS FOR MASONRY OR CONCRETE ONLY AIR TERMINAL ESSURE CABLE. CONNECTOR LTI-PURPOSE BASE all i K9161 , 'Lam i ml C•7T3�a AINLESS STEEL METAL REWS FOR MASONARY ' CONCRETE ONLY CABLE FASTENERS SHALL BE MTD. 3'-0" ON CENTER NEOPRANE WASHER (TYPICAL FOR ALL LIGHTNING PROTECTION EQUIPMENT USED.) * FOR YOUR INFORMATION ONLY BOLT HOLE LOOP GUARD FASTENER DETAIL NTS STAINLESS STEEL METAL SCREWS FOR MASONRY OR CONCRETE Oh ITED BASE CABLE CONNECTION YELLOW PLASTIC WARNING TAPE "EMERGENCY POWER" TYPICAL--..-„� 3O MIN 3» 3„ 12" TYPICAL 1 2 - CONCRETE (WITH RED DYE RAKED INTO 3-- TOP 2") BY GENERAL CONTRACTOR. MINIMUM 2500 LB TEST CONDUIT SPACERS -- 5'-0" ON CENTER NO. 5 RE -BAR CONTINUOUS (TYP) #4/0 BARE COPPER GROUND WITHIN DUCTBANK 4" PVC 4" SPARE NOTE: 1. STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO MINIMIZE SHEARING. EMERGENCY POWER DUCTBANK SECTION NT YELLOW PLASTIC WARNING TAPE "TELEPHONE LINE" zz TYPICAL30MIN TYPICAL _.,.�------FINISH GRADE 3" 3" 12" 1 2 CONCRETE (WITH RED DYE RAKED INTO s TOP 2") BY GENERAL CONTRACTOR. 3 4 MINIMUM 2500 LB TEST Sol 41 .1 CONDUIT SPACERS - 5'-0" ON CENTER NO. 5 RE -BAR CONTINUOUS (TYP) #4/0 BARE COPPER GROUND WITHIN DUCTBANK 10 4" PVC TEL/DATA Q 4" PVC TEL/DATA Q 4" PVC TEL/DATA Q 4" PVC TEL/DATA NOTE 1. STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO MINIMIZE SHEARING. FINISH GRADE TYPICAL 30" MIN 3" 3" 12" 1 2 CONCRETE (WITH RED DYE RAKED INTO aTOP 2") BY GENERAL CONTRACTOR. TYPICAL 3 4 MINIMUM 2500 LB TEST 3 CONDUIT SPACERS - 5'-0" ON CENTER N0. 5 RE -BAR CONTINUOUS (TYP) #4/0 BARE COPPER GROUND WITHIN DUCTBANK 10 4" PVC POWER Q 4" PVC SPARE a 4" PVC POWER @ 4" PVC SPARE .Lys 1. STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO MINIMIZE SHEARING. 11 � ■r 9 LFol 10 1 7/31/98 FOR CONSTRUCTION Xo. Oat. cantata law t►,.teearcareta 000 aaana+ ft* ON 0 TO 000 4ft ON t "Wwrt cwft ma, Kwumay a.ro s9mawre and seal Prafft"01 t yen" NO pmt mv i1 i sneer alae Hate! Addit�an ELECTRICAL C�ETAiL 4ate latajact Na 7/31 /sa P8705A0 sage sne�t ��. Checked G ES 00 Ci a. O 00 0 -i CL 0 cam 0 r- 00 PY MECHANICAL ROOM PART MECHANICAL ROOM PART PLAN 3" V STACK 4" S STACK 1"HWUP & DROP 1" CW UP & DROP 3" V STACK 4" S STACK 1" HW UP & 3/4- DROP 1-1/2- CW UP & 3/4" DR01 4"RW LDR UP TO R.D. & DN (1865 S 3" v S 4" S S 1- HW UP & 3/4- 1-1/2- CW UP & 3/4" 4"RW R.D. & M %. Vv vr- cx .$/-r ui%%Jf . — - I LDR UP TO & DN (1850 S.F.) 3" V STACK 4" S STACK 1" HW UP & 3/4" DROP 1-1/2- CW UP & 3/4- DROP DETAIL TO M S.F.) 3" V STACK 4" S STACK 1- HW UP & 3/4- DROP 1-1/2- CW UP & 3/4- DROP DRAIN TO FOOTING DRAIN. DWGS. FOR CONT. (TYP) oil 1 17/31/981 FOR CONSTRUCTION ft 1 0* 1 2 ArOtockm owl" Down 1AWWWWAft caffibutwom amol"som *W Yat cuff 1ftEMrI VA" Way DWS OWEN% d AWhorbiftn ISignature and Sed Professional Ucense No pmiwt I Shot 'Rfde Hotel Addition PLUMBING " 3'ECOND FLOOR BASEMENT PLAN 4 Dote Project No. 7/31/98 P8705.00 Scale Sheet No. AS NOB Drawn AL P2.1 Chocked CTI NMI 00 op O 00 a r.. O CD a N N «1 G7 h 00 O 0- 0 O T- Q s m O 0 u> O r. Oo i z 1 �t to N N 66 0 00 0) O O LO co 0 Q. O CL O O O 00 0') NO N 0- O 00 0 ui 0 r Ca m 0 0 to 0 f� 00 "M P N LL O 00 0 -i 0- w 0 T O m 0 O0 r, 00 LO 65 (D 00 O Gl 0 - Lf) 0 rl co 0 -i CL co 0 0 ui o 00 0) a n to (14 cb 0 RJ os r. 0 0. U m ti 00 0) "I 1: el -11-1 S A#trro EPA—m—b"M FAMI mri "On pnnir EL. JIL (D:--- c JIL 4" EL. .1, . I JIL 1-4- r___? - - - - -T - - - - DFU] 4- BASEMENT JIL r - EL.=268.00' 2' 2n-4 rA 2--4 L-3 L-na 1 2"A 2.A 2-A 1-3 r - - - -T - - - - r - - - 71 1-4- 1 I W -C - 3 7111 1-4- A"VTR evTR WC -3 14k-1 3- WC -3 21 14L, .. A - " i-- i 4:* 21 4"VTR 2,0-4 2"A 2"-�' 1-4- 2n-4 2"A 1 2"-� 1 1 1 L- 4- ,--j 1 1 L -3L-3 1 ,r ---j r 1 WC -11 - - co 4- & ---I Z4�� CO e 2" 5TH FLOOR EL.=,304.00' -4 1 4" WC -3 V -1--i r 2 4" 2"-, 3" WC -3 4"-, 2"-, 1 2 -1 57H FLOOR EL.=304.00' 1 4" 21P CO 2'#-4 2--4 4m 2" 4" -A CO r - - - 2* -T- - - - 20-4 2-4 2" L-3 W.Q -.1 2- CO L2. L2' -4 - - - - - - - - I - - - - - 11 1 1-3 1 1-331 2* -4 2- 2'-4 1 1 2" 211- - - - CO 2" --- -1 - - - - -- 111 W -C-3 a 4" 2"A 2 2"A 1 1 L. 2" 2"-4 A 2--4 1 2 0�r WC -3 4TH FLOOR e EL.=295.00' 2"4 2 2--4 1 1 2" -4 A 2"A 1 2 2"-L= 2" 4' 4- CO 4% 100 2' o;,l co - CO L2 q2"�� 2v *'O—tCO 1 L CO 2- 2 2" L-3 2--j r 2m 1-3 L -1 oe— 2- L 4TH FLOOR EL.=295.00'- 21v ----24 -------- WQ-- 3 4" WC -3 I/5 --A 4"-, 2w, 2*1 r 2" --1 M-3 4" 14--1 145--1 1 2"., 1 4TH FLOOR EL.=295.00' 4- 2" 4"� 20v4" CO r I 4* 4--1 eco L-3 2" L-3 I L-3 - 2" CO 2" L2' 1 WC -3 1 GQ 2H 2A 20-1 L - aldsro eros 5TH FLOOR 3* -4 r 1 W -Q-3 2* -4 2--4 2- 1 V -r K ---a WC=13 va-A 2m4 1 2-A f-- 3 3" -4 r -1 1 1 "m 4" 2"1 4!- C2 3'-4 3"F.A.I.- WC -1 M-3 145--A 4--1 2 2 I/S--Z WC -4 2 4" 2" 1 -"A # 1 vl--d 4--1 2"-, j 2 2* L-3 I W 3 1 2"-r- 3RD FLOOR EL.=286.00' 4- 2 -1 a 4" 4" WC -3 T/S-1 4", 2w 1� -1 , 2"-j 4-, 2"-, 2 -# 2" e-, K-3 4" -C-- 4, 2-1 3RD FLOOR EL. =286.00'. 40 30 - 20 2" CO d ---- -- - co L L2. 3- A 4-, 2m j 4 !CO 2:f_ 2 co L2. L2' 4'i'�C� 2" 4" z2" L 6- Z_ AC--- a 2ND FLOOR V "- 4* EL.=277.0.0.- 00F 2 2" 4" 1 2" 40 4" -T2 CO GO 2" L2" 2* -r 4" 2" �-2# f-- - L6- [530 DFU] -6"[482 DFU] "[434 DFU] DFU] - - - - -- 2"-f CIO CO 2" L 4* 4=��j .0 L CO 2' 4e' 2 2 2--j L- 1 2-1 2".1 2--1 - CO 1 SANITARY WASTE RISER DIAGRAM 4,!'-1 2" 1 WC -3 L6- [610 DFU] L 6- [580 DFU] P5.2 NO SCALE 2* L-3 1 L-3 2ND FLOOR EL.=277.00' EL.=277.00' WC -3 4- 4" 2*-, 2-1 FCO K-3 4- 4"-, 2"-1 1 2--, FCO 2ND FLOOR EL.=277.00' 4- An__ L.J / -u CO 2"_ 4"-1 P6 -d- 8 4CO 1 --T- L 1 -1 2" 2- co L - L 2 2- t 2"4 2" 2'-4 1 A I f48 DFLJ14--y 4- L 4' I 2"4 2 2--4 I -A I ri X# FROM ICE I I BASEMENT EL.=268.00' ROOF VIFN AL (D:--- c 4 48 DFU 4" L4-.[48 .1, . I JIL -T - - - - r___? - - - - -T - - - - DFU] J IL BASEMENT JIL r EL. EL.=268.00' 4- 2n-4 rA 2--4 L-3 L-na 1 2"A 2.A 2-A 1-3 W 2" L-3 1-4- 1 I W -C - 3 7111 1-4- A"VTR evTR WC -3 14k-1 3- WC -3 21 14L, .. A - " i-- i 4:* 21 4"VTR 4"VTR BASEMENT EL.=268.00' ROOF VIFN AL JIL 4" _ JIL .1, . I JIL -T - - - - r___? - - - - -T - - - - J!L J IL JIL JIL r EL. 4- 2n-4 rA 2--4 L-3 L-na 1 2"A 2.A 2-A 1-3 2 2" za 1 1-3 1 2" L-3 1-4- 1 I W -C - 3 7111 1-4- I MQ ---a I W-Q�3 I 14k-1 3v -4 T -i - 2 -1 2- rui�-- i rLe 4-, 1 1 -mb. WC -3 Ta -1 Y-4 r A 2"-, 2 WC -3 14k-1 3- WC -3 21 14L, .. A - " i-- i 4:* 21 4!' 1 1-4- 1-4- 1 1 1 1 L- 4- 2» CO 2" 3- L r 'o, I CO 4" ----7 CO L L 1 001-- 2" 2- - - co 4- & ---I Z4�� CO e 2" 2" CO �, 2" 2- 2* --1 L - - - - - - - - -1 2"A 2--4 2 r- -T - - -3" f- 2" r4 r 2'#-4 2--4 I 1 2`1 1 r - - - 2* -T- - - - 20-4 2-4 2" L-3 W.Q -.1 2" 1-3 Wc-- 3 1 1-3 1 1-331 2* -4 2- 2'-4 1 1 ri W -C-3 a 4" 2"A 2 2"A 1 1 WG -3 Us --A 4* 2* -1 4 2 2" WC -3 4" 2*p 14--1 0�r WC -3 4TH FLOOR e EL.=295.00' 2"4 2 2--4 1 1 X" FROM ICE -7 r N ri MACHINE 2"-L= 2" 4' 4- CO 4% 100 2' o;,l co - CO L2 q2"�� 2v *'O—tCO 1 L CO 2- 2 2" 4v 2"1 4- c L2' 2" I I 2--j r 2" 2" - - - - - - - - - 1 2" 1 L-3 oe— 2- L 2" L -11 L 21v ----24 -------- r 2" --1 2" 1-3 2"A 2-4 1 2* A 4- 2" L-3 I r I r �- 2" 2" L-3 L-3 L-3 2" L-3 I L-3 I 11 1 1 WC -3 1 2'1 5TH FLOOR 3* -4 WC -3 W -Q-3 3" -- V -r K ---a WC=13 va-A 3m -1 f-- 3 3" -4 WQ-3 WC -3 Vl-a 2 2"1 2", 2"1 3 -FD -G "m 4" 2"1 4!- C2 3'-4 3"F.A.I.- WC -1 M-3 145--A 4--1 2 2 I/S--Z WC -4 2 4" 3"-4 WC -11 4on vl--d 4--1 2"-, j 2 57H FLOOR EL=304.00' EL.=304.00' 1 2"-r- 21 ------ 2"-r---- 4- 2 -1 a 4" 2* 2m - - - - - - - - 2- --m 4-, 2"-, 2 -# 2" e-, 2* r 2" -1 L- 1 40 A:M--U 2" 44r 2" 2" I -A 18" MIN. L-3 2ND FLOOR A "- JZS-3 EL=277.OV 1 F,4 2" 4" z2" L 6- Z_ AC--- a 2ND FLOOR V "- 4* EL.=277.0.0.- F4 2 4e" I--- I ------ ---- i - A --- �] 4" 4" -T2 CO GO 2" L2" L 4" 2" �-2# f-- - L6- [530 DFU] -6"[482 DFU] "[434 DFU] DFU] ;�� -t2-'- CO Lq CO 2" L 1 CIO CO 2" L 4* 4=��j .0 L CO 2' 4e' 4' 2fv CO co L L 2- 2- - CO 1 SANITARY WASTE RISER DIAGRAM 4,!'-1 CO 2- CO 2" 20 L6- [610 DFU] L 6- [580 DFU] P5.2 NO SCALE - - - - - - - - - I t4 1 2"-4 2--4 1 2" 1 I 2"4 2" 2'-4 1 A I 1- I 2- I 2"4 2 2--4 I -A I ri X# FROM ICE I I L I 2m4 2"A 2- I I 2" 2--t 2"4 2 2'-4 j � 2" 1-3 1 1 2" L-3 2" 1-3 1 1 2" 1 _I% WC V MACHINE I I �- 2* W9_- 3 2m 2 L-3 1 L-3 I 4TH FLOOR EL.=295.00' WC -3 4" K-3 4" 2 2 AQ ---1 4" WC-- 3 Us -i e-, 2*-, 2 K-3 4 WC -3 40 -3 14"k -A V3�-A 2 4"71 2"-, 1 -1 20 WC -3 4" Ta -1 27-1 4" 2 1 2 1 JZS-2 2- 2 4* 1 4* r4 Ta -1 TZs--1 2 4"71 2"-1 a -I 4TH FLOOR EL.=295.OV 4" 2m CO 4" - e-, .2" A- 4m 4* 2v 4" 2" 'CO 1.2" 2" e-, 4v 2" L L - CO 2" 2" 2- L 4:- I rz-.1 - L 2. L2 --- CO 7�2 1-t2 CO L Y- - - Ly y r CO L2- L2' 2- - r Of CO 2 2 2* 2x4 2"A 2- 2"A 2"A 2" - — — — — — — — — 2" 2"4 2'-4 1 2- 1 rq. I r4 2"-A 2" 1 2--j 2n4 2'-4 2" 1 1 1 2" 1 L-3 2" L-3 1 r L--3 I X" FROM ICE1 MACHINE 2m I -A r 2m 2" "Q-3 'I 3RD FLOOR m --A 3 WQ-_ 3 WQ-_3 115--1 At WC -3 3 2 2' Lr WC -3 4" WC -3 14 -1. 2 4"71 2"-, -1 WC -_4 2 e a oxt M-3 4* izs_-1 145--A j 2 e7l r"I a -I 3RD FLOOR EL. =286.00 EL.=286.0 of 4- 4" 4", 2", 2"-, 2" 1. J ro r - CO L2- 4" 4" :I 2'-1 a 2 2" e-1 U I - r,-, '-' i a 0 Z -11-i CO L2- L 1 4 a L -2r a 3" I - 4* 4% 4", 2-1 a it 2 41 I -Li -t-2--'O' Z.- L L r- ® - --4-j a --t . u -, 3" 2* 4% j CO4CO L �2" F2" F2* I CO I YA 4- 2 4�� /-'I j CO L CO L.2- OF co 2" co 2 r A CO CO 2m 00, 1CO 2' 2 L4' 3 I L L4" 2" — — — — — — — -- 1 2"--r 7T-- ---- 1 r --F Ir 2'� --------- 1 2"-F ---- 2" - - - - - - 1" FROM CONDENSATE 2"-r 2 T-- 2" 2"-t -1 2--1 2--j 2"-r -I- 7T --- ---- I 2-1 r -i 2--1 2 2- 2--f 2-1 2 2--j 2" 2- -1 2"-1 2--f X' FROM ICE I I f a L- 1 L-3 L-3 2ND FLOOR O�Lr WC -3 1-3 -3 L-3 14$--1T/S 2" OlLr WC -3 L-3 L-3 1 - AQ -4 2" L-3 T ot f-- 2" eLr WC -3 L-3 I M-3 MACHINE 3--f 2* 2* 0r- WC -3 WC -3 2 TAS -2 2" WC -;1 4" we -3 A --A 2"-1 2 -1 2ND FLOOR EL=277.OV EL.=277.00' -4" 4 2�, 2 2" -4" 20-1 1 2-1 4" 0 a 2-1 4 2 - ---'l 4 4" 4" 4-, 2 2" 2" r2" 4- 4!' 1 4--1 4 L4" Z4CO ------ L -.Aeqco 2' 4" L Z"7/ 0- 'CO 117CO 4" H 4C�O2 ;2' L4:- r2 CO 5: 1 - 4 CO CO 7-7,7 L2' 2" [6 DFU] L 4"-1 3" 4v 4 1 z CO L CO 2 GO 4w CO L2' L2' L4- 74 L 4- 4" r Le rA. I 4" - 4* E4 DF e [48 DFU] U (24 DFU] 4"f48 DFU] 4 -FAP DFU 11 A nr"l 4"r48 DFU] ro----Zl _��e 4 CtQ uFuJ L U I - c L A L6-[362 DFU] L6- 6-[236 DFU] [314 DFU] L6-[290 DFU] 16-[242 DFU] �4- [168 DFU] 4"[120 DFU] [96 DFU] BASEMENT BASEMENT EL.=268,00' EL.=268.00' 14 13 12 11 10 4"VTR e*v-TR 4"VTR 4"VTR ROOF ROOF I tat III III III AIL F1 INV. EL. = 266.00' 1 7/31/98 FOR FOR CONSTRUC-nON ft I o* L LWl4�IrQ" 01 --mm's eoo>P.xaf no mm 4"WY OWN T,dWP4MSM ftx$04USM Cbft*iOMM - 4 sh"t 'RUS Hotel Addition RISER DIAGRAM DOW4 pra*Na 7/31/98 P8705.00 Soule Shed No. AS NOTED Drawn A 9 sjW T* 4— Che&ed AL 4" -T - - - - r___? - - - - -T - - - - r___2" 2* -------- L.________ r V-T��:!— 11 2n-4 rA 2--4 L-3 L-na 1 2"A 2.A 2-A 1-3 2 2" za 1 1-3 1 2" L-3 5TH FLOOR 1 I W -C - 3 7111 I 3"-4 I MQ ---a I W-Q�3 I 14k-1 3v -4 T -i - 2 -1 2- rui�-- i rLe 4-, 1 1 -mb. WC -3 Ta -1 Y-4 r A 2"-, 2 WC -3 14k-1 3- WC -3 21 14L, .. A - " i-- i 4:* 21 e 1,0� WC -a STI FLOOR r EL=304.00' EL EL=304.OV a I i 2 4" 2» CO 2" 3- L CO CO L 2" 2" L 'o, I CO 4" ----7 CO L L 1 001-- 2" 2- - - co 4- & ---I Z4�� CO e 2" 2" CO �, 2" 2- 2* --1 1 2"A 2--4 2 2" i. 2--4 2- . . . . . . . -E7- r- 1 -771 - - f- 2" r4 1 1 1 1 2"-4 2---1 2* 2" L-3 W.Q -.1 2" 1-3 Wc-- 3 1 1-3 1 1-331 2" 4TH FLOOR EL.:z-295.00' W -C-3 a 4" WG -3 Us --A 4* 2* -1 4 2 -1 oxt W.Q- ,a 1/2- 4 4*, 2", g 2"-1 WC -3 4" 2*p 14--1 0�r WC -3 4TH FLOOR e EL.=295.00' CO 2"-L= 2" 4' 4- CO 4% 100 2' o;,l co - CO L2 q2"�� 2v *'O—tCO 1 L CO 2- 2 2" 4v 2"1 4- c L2' CO 2" 2" 2" 2" - - - - - - - - - -1 1 r oe— 2- L 2" L -11 L 21v ----24 -------- r 2" --1 2" 2"-4 2"A 1 1 2"A 2-4 1 2* A 2" r 2" 2m r -I r I r �- 2" 2" L-3 L-3 L-3 2" L-3 I 3RD FLOOR We 3» TA, 1 A "- WC -3 4-� WQ-- 3 W -Q--;5 -I 14--A 14ck-A 2--j V-1 2'1 OXT K-3 3RD FLOOR 14 EL=286.00' EL. -286.00' 1 3" 4"-1 2" 4" "j -44c -o*' 2� 4- 3m 4" ,� I 4- Z47/ L2 GQ Y-4 "m 4" 2"1 4!- C2 CO 3"F.A.I.- CO 2" 2" -COc-iCO OF L4' 0or Le AqCO -4 2m 2" r - - - - - - - - -�2" 1 2"-r- 21 ------ 2"-r---- 2- 2" 2* 2m - - - - - - - - 2- --m 2* r 2" -1 L- 2"--j r-1 2--1 L-ro I 1-3 2--j 1 1 L-3 2" 2--A 2" 2" I -A 18" MIN. L-3 2ND FLOOR A "- JZS-3 EL=277.OV FCO �- 2" W -Q-3 A"- 14%-A -1 14s --i 2 4" 4-, 2"-, 1 -1 #-- 2" 3 L )I -t WQ--3 Wal 4" 4!'�j 2--1 a 2 FCO -1 - A "- W -C 13 e'r- i4s.-A 21 A'- - AC--- a 2ND FLOOR V "- 4* EL.=277.0.0.- 4" 4" e:tg_,qL1 -- e 2» 4" 4" 4" 2" 411 e ;�� z;1 CO COieo 4 9 .9 !CO 2 - co co L2n L2" CO L2' e -I L2" CO 2" 3$v 114- L4,- 3 [48 DFU] 4�- 4" [48 DFU] 4�" 4" [48 DFU [24DFUI 4- :a - - - - - - - - - - - - - - - - - I--- I ------ ---- i - A --- �] 4" 3" 4-1-111111 f-2" L r 4" 2" �-2# f-- - L6- [530 DFU] -6"[482 DFU] "[434 DFU] DFU] BASEMENT EL=268.00' 6" HOUSE I I BASEMENT L6- -M& A-IFD-B FCO eFD-0 eFD-B 4 -m -B 1 4o-1 4112-B FCO [578 DFU] EEL. -=268.00' 6- [612 DFU] 1 SANITARY WASTE RISER DIAGRAM L6- [610 DFU] L 6- [580 DFU] P5.2 NO SCALE INV. EL. = 266.00' 1 7/31/98 FOR FOR CONSTRUC-nON ft I o* L LWl4�IrQ" 01 --mm's eoo>P.xaf no mm 4"WY OWN T,dWP4MSM ftx$04USM Cbft*iOMM - 4 sh"t 'RUS Hotel Addition RISER DIAGRAM DOW4 pra*Na 7/31/98 P8705.00 Soule Shed No. AS NOTED Drawn A 9 sjW T* 4— Che&ed AL 00 0) CD 0 00 3 CL W m I 0- O tCi 0 t- oo imm 1 7/31/98 FOR CONSTRUCTION ti WR 14 WR 13 WR 12 WR 10 WR 11 WR 8 ROOF ROOF L 1. f-1/2' L112* 31e 3/4* WATER HAMMER ARRESTOR (TYP) 3/4" 3/4- 1/2':1 1/2' r 31e 3/4' 3/4- 3/4m r3t/1 3/4- [5,25/51 3f4"[2.25/21 3/4- L3/4' 1/2* 1/2- 1/2' 3/4" [10,5/10] �Jlr -3/4* 1/2"- 1/2' [4�5/51 3/4!' 1/4 [10.5/101 J/ -3/4/2* 1/2-1 1/2* 1/2' 1/2' [4,5/5] t 112"1/2' 3/4' 3/4" r3/4- 1/2' I 1- [10.5/10] 31e [4.5/51— 3/4" [5.25/51 - 1/2' 1/2' 1 3/4- 1/4 1/2' J/ I 1/2' T 1/2* I 1/2' 1/2*-' v 1/2m /2* -1/2 T11/2" 1* [10.5%101 3f4"[4.5/51 1/2" —3/4*[2.25/2] T/S-1 WC -3 L-3 i I L-3 T/S-1 WC -3 T/S-1 WC -3 L-3 [�Lj L-3 T/S-1 WC -3 T/8-1 WC -3 L-3 ILJJ 1L..-11 u u L-3 WC -3 T/S-1 I — L-3 ILI T/s-1 WC -3 Li T/S-1 WC -3 L-3 Li L-3 WC -3 T/8-11 Li WC -3 H T/s-1 L-3 L- Lzu I 57H FLOOR 5TH FLOOR 1/2" f 314" .3/e 31e 3/4' A 3/Am 37/4* 3/4" 3/4* t 3/q" t3/4* 1/2" 1/2' rF 1/2"- 3 e 5/41 rrF 5/41 1/2' 3/4"1 /4" -3/1 r3/71 1/2* 1- [21/16] 3/4* 314» —3/4"[9/81 1*1721/161 1- pa5/10]— ,-1* 1/2' 1/2-1 1/2 1/2' -1/2. [21/161 -.3/4" [9/81 J/ - -1-1/2'- 1/2*- 1/2* 1/2' 1/2' 1/2' 2 [21/16] VC 19/81 1/2 1-3/4*[4.5/5] (10.5/10] 1/2"' 112r* 1/2- 1/2* 1-1/2* 1/2- :rr 11:2r- 1/2*- 1 �1/2' -1/2' 1/2" -1/2" 1 r '1 I ! Ii !� �} t+ T/S-1 WC -3 L-3 Li Lu L-3 T/s-1 WC -3 T/s-1 WC -3 L-3 LLJ Li L Li L-3 T/S-1 WC -3 T/S-1 WC -3 L-3 J L!2j Li L—uj Li L-3 Li WC -3 T/S-1 L-3 j LLJ T/s-1 WC -3 Li I I L= T/S-1 WC -3 L-3 I I Lj I Lj I L-3 WC -3 T/S1 I I Lj I LJ WC -3 I Lj T/S-1 u L-3 L LJj -i -L -ii 4T FLOOR 4T FLOOR /2' 1/2' 3/4" f f- 3/4* VIC 1/2* -1 1/2- /2' 3/4" -- 3/4" 3/e 3/4* Canwflents RG Vad"el E*ms, inc. 501) AWnrider Patif, "S W 15.7 3,1 3/4-[6,75/7]— 3/. L3/4" k4!' 112 1/2n 1/2" L 1 1/4* [31.5/22] 3/4* (13.5/121 1 1 1/2' 1/2- 112- 1/2*- 1/2* 1/2- 1 1/4" [31,5/221 3/4* 1/2' [13.5/121 1 1/2' 1/2' 1/2*- 1/2' -1 /2* 1/2* 3/' 3/4'- 3/4" 1/2' 1/2" �-3/4-[&75/7] 1 1/4-[31,5/22]-, 1*[13.5/121-- [15.75/13} 1/2'- Fr r 112r- 1/2»1/2'- 3/4* 1/2' 1/2' 1/2' 1/2' /4' 1/2' /2" 1/2" -1/2" —1 1 1/4*[31.5/221 1-[13.5/12] ft*m;MM W O&SAO-MV [18/151 31e[918] — 1-[21/16] T/S-1 WC -3 L-3 Li L-3 T/s-1 WC -3 T/S-1 WC -3 L-3 LLJ i L!:�j Li Li L-3 T/S-1 WC -3 T/8-11 WC -3 L-3 LLJ-j LL2J LJ L:�J LJ L-3 Li2i WC -3 T/S 1 Li 3/4 ![9/81 1"[21./16] J FF L 3 J T/S I [ 9J WC -3 Li L�Z T/S I we 3 L-3 Li L-3 WC -3 T/S-11 WC -3 Li T/S-1 L-3 L [�j 1 1/4 [42/26] 3RD FLOOR 3RD FLOOR E,3-[536/1321 -21 /2- [216/691 3/4" -3-[515/1281 2 1/2- [207/68] 112 - - - t-1 3/4* 1/2* 3-[473/121] F189/641 3"[4311113] 2-[171/60] 0i 151 3/4- 3/4* 3/4* 1'[ 18/ �z r 3/ 4* 1 1/4-- [42/261 _6 1"[18/15] 4, 2 X%46 3/4-T 3112- 1f2" 1/2" 1/2' 3/4" 48/981- [18/15] 1 1/4- [42/26] 3/4� VIC 3/4" 2 112" [362/100] 2- [144/55] 3/4- 3/4* c E 1/27 1/2" 1/2"- 1/2p 112* 1/2" tllr 1/2*- 1/2"- 1/2' 1/2* 1/2- I 1/2* ilr- 1/2' 1/2* "Ilr T 1/2* 112" 1/2"- /2" 1/2" 1/2" pmoMyayo -3/** 3e 1 KWW&Ck °"'" 2ND FLOOR 3-[542/133] IMFILi T/S-1 WC -3 L-3 L—L--Ji L-3 T/S-1 WC -3 T/S-1 WC -3 L-3 LLJ L-3 T/S-1 WC -3 T/S-1 WC -3 L-3 i I L. -A I -4-J L L= WH L ------ i -J H J 1LJ I I L-3 1 1 L= WC -3 T/S-1 1 1 1 Li L -'=i L-3 LJ T/S-1 WC -3 T/S-1 WC -3 L-3 Li L-3 WC -3 T/S-1 Lij Li WC -3 Li T/s-1 L-3 2ND FLOOR 0W*41bdAu*ArkWkn El 1511 1=-1 I 1='l 11=1 1=1 Fe 3' --1 KEY "m =1 2 1/2- Y4- -IIF DOMESTIC WATER SUPPLY RISER DIAGRAM PIPE SIZE IN INCHES X"[XX/XX] LFLOW, GPM LWATER SUPPLY 4e" FIXTURE UNITS, SFU STRAINER DOMES*ncHW r PIN RPZ-5 GENERATION SYSTEM spah" and Sod Professional License Na 4-[614/145] 40CW SERVICE P-4 5 (L EL 271.00' Project BASEMENT =±3 DOMESTIC CW BOOSTER PUMP ASSEMBLY Doral ArrowwooJ Shad 'Rtle Hotel Addition RISER DIAGRAM odePrajx 7/31/98 A No. P8705.00 Seale Sheet No. AS NOTM Drawn sjW P4.3 Che&ed ALL W, 0 ro 8i CD 00 1 7/31/98 FOR CONSTRUCTION WR ROOF T WR WR 6 7 WR 5 WR 3 WR WR 4 1 WR 2 ROOF A .3/4* 3/4* 1/2" 11r 3/4" .3/4" F 3/4' 3/40 1/2" 1/2" L 1/2" 3/4" 1/2* 3/4- 3 3/4* L 1/2. L 1/2. 31e 3/4'1 3/1 3/4J - 3/4" I VACUUMBREAKER WATTS NO. N9 (TYP. FOR 4) 3/4 FOR HVAC MAKE-UP WATER 3/4"1 3/4' y r1l a u U [10.5/10] VIC - [4.5/5] 1/2"- 1/2*- 1/2" 3/4 3/4' I/ - 2' I/Z 1/2-1 -1/2* 1/2* 1/2' 1/2* r3/4 3/4* [5.25/5] -3/4*[2.25/21 [10.5/10] 3/4' [4.5/5] 3/*' 1/4 1/ - 1/2" 1/2 1/2"- 2- 1/2' 1/20 [10.5/10] .3/4* [4.5/5] 1/2- rl/2--f 1/2'- 5/415/4- 3/4- 2' 1/2* I/ 1-1/2- 1/2x1/2" t 1/2- TO ICE 1/2'----, MACHINE Lo<=>0i It 41 RPZ-6 --- F I F1 5,30 528 MECH. ROOM I 1/:2r- 1/2" 1/:r I I 3/40 [5.25/5] I 3/4- [2,25/2] r /2 1/2*-, 1 "_ I 3/4- /2" /2* I - 1/2 I -1/2' 1 1* [10.5/10] 3/4"[4.25] -1- [10.5/10] 3/4- [4,5/5] 3/4» 1/2"- 1/2*- 1/2" 1/2*- 1/2' 3/4* /2 j1r 11/2-1 1/2'- 1/2", -1/2" 1/2" 1/2" 1/2* [10.5/10] 3/4-[4,5/5] L-3 T/S-1 WC -3 LLJ Li T/S-I WC -3 L-3 L-3 I I L L__j Li I WC -3 Li T/s-1 I Li I L-3 T/S-1 WC -3 L LJ I T/S-1 WC -3 L-3 L_J I LJ I U I L-3 L j T/S_I I L. -I I WC -3 I T/S-1 WC -3 L-3 Lj I I L-] I L-3 WC -3 T/S_1 I LJ Li L-3 I WC -3 T/S-1 I L_j I 1 WC -3 T/s-1 I L -J I L-3 L - , , L-3 T/S-1 WC -3 T/s 1 Wc 3 L-3 -i I " 1 L I - D _0 L-3 WC -3 T tS 1 WC 3 T/S I L-3 0 L D I STH FLOOR -i -Li 57H FLOOR 3/4" 3/4- /2 1/2* 3/4". 3/4" 3/4" 3/4* VACUUM BREAKER WATTS NO. N9 (TYP. FOR 4) 0 1/20 31e 3/4* r 3/4" 3/4* 3/4" 3/4"1 3/4*j C311 rF N3/4 31el 73/1 11/2' 1/20- Ile- 1j2" .3/4w 1/2 1/2'- -1/2' -1/2" 1/2" 112r- 1- [10.5/10] �3/4"[4.5/5] 31,C 1/2"- 1/2*- 1/2*- 1/2* -1/2* -1/2* 1 1:2e* - 1/2" 1/2*- Ile j1r 1/2' -1 /20 -1 Ir 1/2- TO ICE MACHINE 1/2* 1/2' 1/2- Ile- 1/2*- 31e 113/4-A 1/2" 12w /2 1/2' 1/2" -1/2* f [21/16]- 3/4" [9/81- - 1/2"- 11:2re*- 1/2*- 1/2* �-1/2* --Ilr 3/4-A 3/4" 1/2. j1r 1/2* /:r- -1/r -1/2" 1 Ar 1/2" 1* [21/16] -31e [9/8] 1- [21/16] [21/16] 1 [21/161 3/4' rwol 3/4x[9/8] 3/4" [9/8] 4T FLOOR L-3 T/S-I WC -3 L j I LJ I Li T/S-1 WC -3 L-3 L-3 I L.. I I I I A I I I I Li WC -3 Li T/S-1 3/4!' 19/81 L-3 T/S_1 WC -3 _j I I. -A I Li Li L [9/8] T/S-I WC -3 L-3 Li L-3 LLJ _1 T/s_1 I LJ I I - WC -3 T/5-1 WC -3 L-3 L-3 I I - WC -3 T/S-1 I Lj L__�:j 31e [4.5/5] L-3 I WCC] T/S-1 I Li I I WC 3 T/S-1 I - L-3 L�j L-3 T/S I WC -3 T/S 1 WC -3 L_j LIJI J I -�j L--3 WC -3 T/5--1 3 1 1 Tys-1 L 3 I Li i L[:� I - 4T FLOOR 00namantr R.G. var&*meil Engineers, Inc. ,3/4* F 3/4" 1/2"2 1/2- F3 -3/4* F 1 F,3/4* 3/4" VACUUM BREAKER WATrS NO. Ng (TYP. FOR 4) 1/2*� 1/2* -1 3/4" 3/4* 1 3 3/4" 3/4* 3/4- $DO Alexander Park, &te 301 Primcmian, NJ 08540-6W 1/2'- 3/4-1 1/2* 1/2' - - ,,3/e[6.75/7] im [15,75/13] 3/4* �r 1/2' 3 1/2- TO ICE t MACHINE 1/2*, 314C - 1/20-- 3/4' 3/r. 1/2* 1 1/4![31.5/22]- 1-[115/12] 3 4-1 1/e[31.5/22] 1-[13.5/12] 1/2" 1/2-- 1/2- 1/2' 11r 1/2- 1 1/2' 1/2'- 1/2"- 1/2' 1 . /2' 1 1/2* 1/2' 1/2"- 1/2' 1/2' 1/2- 112r- 1/2* 1/2- 1/2- 1 112r" 1/2' 1/2- 1/2-- 1/2' 1/2» 112r- 1/2' 1/2' 1/2' -1 Ir 1j2" 1 1/4! [31.5/22] [13.5/12] 1 Ile [31.5/22] 1. [13.5/12] 1 1/4". [31.5/22] 1. [13,5/12] [15.75/13] 31,e [6.75/7] 1 1/4!'(31�5/22] All L-3 T/S-1 WC -3 L L L Li 1 WC -3 L-3 L-3 WC -3 T/s_1 I Li 1 3/4-[9/8] lm[21/16] FF L-3 T/S-1 I I WC -3 I '3 Li I L I [Li I T/S-1 WC -3 I I L-3 I L L-3 I I L Lj i T/S-1 WC -3 I I T/S-I WC -3 I I L-3 1 1/2-[20/36] L-3 WC -3 T/S-1 L-3 WC -3 T/S 1 WC -3 T/S I L-3 L L-3 T/S 1 T/s 1 3 1 1 L-3 WccJ I Li I L-3 I T/S-11 WC -3 T/s 1 L-3 Wccl I I Li L 3RD FLOOR _j _j -10[21/161 r-3j4_![9Z8J -I" f 18/15 _I 1/4!1 r42/261 [18/15] [42/26] 3RD FLOOR r. /2- [278/831 2- [108/46] C -2 1 D E 3/4" 3/4' 1 1/4 [42/261 0 1/2"-1 3/4" 1/2'-1 a 2 1/2* [215/69] 2"[81/39.1 F-_ 3/4" 3/4- 2*[173j611-J f [18/15] 1 [18/15] y �?_ - I IAV 1 1/4' 1/4 3/4* [42/261 [42/26] 3/4m _j 0 1 . y 3/4' 1 1/2- [20/361 2" [153/57] F - - 1/2 -1 - 3/4" :::*�- " 3/4" --1 I - L 1 1/4'[36/231 L 2* [90/41] -3 3/4* 1, f .] ------ 1 1/2-[48/28] 3/4� -1 3 /4* -- - 3/4"c6/6] raft U00402SM ftkdowft 3/4" 112w 1/2*- 31e 31e 1/2- TO ICE MACHINE 1/2*, 14m 13 I mmyca awfasmNs 1/2*- 1/2*1 1/2" -1/2- 11r t 1/2- 112r" 1/2 1/2* 1/2* 1/2' 1/2* t 1/2- 1/2* 1 W 1 * 1 /2 1/2' 1/2" tsar 112-3-01 1/2* 1/2'- 1/2* 2' /2* 1/r i/2' 1/2* 1/2- 1/2* Ile- 1 1/2- 1/V 1/2- 1/2*- 1/2* /2" 1/2* 1/2* Kenwdlr *argodo d AWhwtdm 31e L-3 T/S-1 WC -3 L i Lij Li T/S-I WC -3 L-3 L-3 I L -i I L WC -3 L_J T/8-1 L-3 T/s_1 WC -3 ji L LL T/S-1 WC -3 L-3 L i L-3 LL T/s-1 WC -3 T -1 WC -3 L-3 L-3 WC -3 T/s_1 Li L-3 WC -3 T/S-1 L!:2j Li WC -3 Li T/S-1 L-3 L LJj L-3 T/s-1 WC -3 T/S-I WC -3 L-3 I L 1-1 Li L-3 WC -3 T/S-1 WC -3 T/S-1 L-3 u L Li L LJj WH 2ND FLOOR -Li -L -ii -L-ii _j _j 2ND FLOOR KEY PIPE SIZE IN INCHES DOMESTIC WATER SUPPLY RISER DIAGRAM X"[XX/XX] LLFLOW, WATER SUPPLY GPM FIXTURE UNITS, SFU Spature and Sod PWftsianal Ucam No Projaet Doral Ar�rQwwooJ sheet Title Hotel Addition RISER DIAGRAM ode 7/31/98 Project Na P8705.00 Scale AS N018 Sheet No. P4.4 Drawn sjW Checked AL co O O O Oo m to r - in cri 0 00 r 0 a N L' L 0 r- 00 a a 0- 0- w w r e 0 m a 0 0 L0 0 r Co r GENERAL NOTES: FIRE PROTECTION NOTES: 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS MARKED FP. 2. FIRE PROTECTION WORK INDICATED ON THESE DRAWINGS MUST BE BID. AS A SEPARATE DISCIPLINE FROM PLUMBING. 3. DRAWINGS ARE DIAGRAMMATIC: DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 4. WORK OF THIS SECTION IS SPECIFIED IN SECTIONS 15500. 5. FIRE PROTECTION PIPE SIZES INDICATED ARE SCHEDULED FOR STANDPIPES & SERVICE MAINS. SPRINKLER PIPE SIZES ARE TO BE CALCULATED HYDRAULICALLY BY THE FIRE PROTECTION CONTRACTOR. 7. THE FIRE PROTECTION SUBCONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE SET OF SHOP DRAWINGS WHICH SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER DULY LICENSED. 8. FIRE PROTECTION SUBCONTRACTOR IS TO CAREFULLY COORDINATE FIRE STANDPIPES, SPRINKLER HEADS AND PIPING LOCATIONS WITH OWNER'S REPRESENTATIVES PRIOR TO RUNNING ANY PIPING. 9. COORDINATE SPRINKLER HEADS WITH LIGHTING LAYOUT, PIPING & DUCTWORK. 10. REVIEW OF DRAWINGS IS CONTINGENT UPON SUBMISSION AND REVIEW OF COMPLETE COORDINATION DRAWINGS AS SPECIFIED IN SECTION 15500. 12. ALL FIRE PROTECTION WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS, CURRENT EDITIONS OF NFPA CODES AND ALL APPLICABLE LOCAL CODES. 13. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE.. 14. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 15. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 16. ALL PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED WITH CHROME (STAINLESS WHERE NOTED) PLATED ESCUTCHEONS AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHERTIGHT. PIPING PENETRATING RATED PARTITIONS SHALL BE PROTECTED AS REQUIRED BY LOCAL CODE AUTHORITY. 17. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS. 18, PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. 19. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH THE ELECTRICAL DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN HEREIN. 20. ALL SLEEVES THROUGH CONCRETE FLOORS AND ALL CORE DRILLING OF CONCRETE FLOORS AND WALLS SHALL BE BY THIS CONTRACTOR. 21. CONCRETE PADS AND PLATFORMS FOR WORK OF THIS SECTION WILL BE PROVIDED BY GENERAL CONTRACTOR. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE WORK. 22. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. 23. STRUCTURAL WELDING SHALL BE 1/4 INCH FILLET UNLESS REQUIRED OTHERWISE. 24. PIPE SUPPORTS FOR FIRE PROTECTION IN BUILDING SHAFTS ARE BY THIS CONTRACTOR. CAREFULLY COORDINATE WITH MISCELLANEOUS STEEL CONTRACTOR FOR PLACEMENT OF STEEL SUPPORT BEAMS. SHAFT PIPE SUPPORT SHALL BEAR FROM WALL AND FROM FLOOR SUPPORT BEAMS. 25. PIPING SHALL NOT RUN OVER ELECTRICAL PANELS AND SHALL BE COORDINATED WITH WORK OF OTHER TRADES. 26. PROVIDE SIDEWALL TYPE SPRINKLER HEADS FOR GUEST ROOMS. PUMP SCHEDULE PIPNG OR EQUIPMENT OF TCORE & SHELL HEAD NPSHR ELECTRICAL MANUFACTURER FS FLOW SWITCH ABD AUTO BALL DRIP i ! w !�I� ABOVE FINISHED FLOOR • ! CHECK VALVE W/AUTO BALL DRIP 111:1F��II i I �4-481 -11,� . • ! +i i ra iL9FIRE CEILING PUMP CONTROLLER N.C. NORMALLY CLOSED CONT CONTINUATION N.O. NORMALLY OPEN JOSLYN CLARK C10630CENTRIFUGALCLOJOCKEY DP,DN ELBOW DOWN OR DROP PUMP N.T.S. NOT TO SCALE UP ELBOW UP OR RISE TYP. TYPICAL AURORA JP-254-5SE COUPLEDJOCKEY TEE LOOKING DOWN PUMP CONTROLLER-, UNION 00 UP TEE LOOKING UP W/ WITH 41 wilzii EL. NMI 1 17/31/981 FOR CONSTRUCTION ft.. w.: • ,,• ;., as 0 Aroff0oMs+ mu"wol LoAx a Aft oartnabe4ae� at1�, nomol onoAnonccNas �rewM.,ws.Yk4bau TN ON 4m AlM "M Y** c1b eutux Krrwk�r owe. Sig owe and Sod Profeso mw Limser Na Project r Dow Project No. 7/31/98 P8705.00 &do Shoot No. Drawn CTT FP 1 • V Checked AL PIPNG OR EQUIPMENT OF TCORE & SHELL FCVA FLOOR CONTROL VALVE ASSEMBLY PIPNG OR EQUIPMENT OF THIS CONTRACT (FIT -OUT) FS FLOW SWITCH ABD AUTO BALL DRIP PG PRESSURE GAUGE AFF ABOVE FINISHED FLOOR CHECK VALVE W/AUTO BALL DRIP CLG CEILING N.C. NORMALLY CLOSED CONT CONTINUATION N.O. NORMALLY OPEN DP,DN ELBOW DOWN OR DROP N.T.S. NOT TO SCALE UP ELBOW UP OR RISE TYP. TYPICAL DP,DN TEE LOOKING DOWN UNION 00 UP TEE LOOKING UP W/ WITH EL. ELEVATION SPD SPD SPRINKLER DRAIN FFE FINISHED FLOOR ELEVATION FSP FSP FIRE SPRINKLER\STANDPIPE MAIN FLR FLOOR ---- OS&Y SUPERVISED OS & Y GATE VALVE W/TAMPER GR GRADE 00 PENDENT SPRINKLER HEAD SPR SPR AUTOMATIC SPRINKLER SIDEWALL SPRINKLER HEAD I::I FDV FIRE DEPARTMENT VALVE FSP X SPRINKLER/STANDPIPE RISER FD FLOOR DRAIN 1 DETAIL NUMBER F F FIRE SERVICE FP5.1 SHEET NUMBER ALV ALARM VALVE FIRE PUMP TEST HEADER ------.i`�,jl�-----.--. RPZ REDUCED PRESSURE BACKFLOW PREVENTER 1 17/31/981 FOR CONSTRUCTION ft.. w.: • ,,• ;., as 0 Aroff0oMs+ mu"wol LoAx a Aft oartnabe4ae� at1�, nomol onoAnonccNas �rewM.,ws.Yk4bau TN ON 4m AlM "M Y** c1b eutux Krrwk�r owe. Sig owe and Sod Profeso mw Limser Na Project r Dow Project No. 7/31/98 P8705.00 &do Shoot No. Drawn CTT FP 1 • V Checked AL 94 (D 00 0') LO 00 CL CL Li kit CD CL O L6 O 00 0'> PA o.. o- STAIR X14 Im u 9 1 17/31/981 FOR CONSTRUCTION Nk o 0 no mW a ap. M AbWndW ft* ON 23 W T410010402 80100 fteo 4mum w.Tpt cwxsem" 10 4m DOW S poture and sea Professional Uomse No Project l Sheet We Hotel Addition FIRE PROTECTION RISER DIAGRAM Date Project No. 7/31/98 P8705.00 Sone Sheet No. NOT TO SCALE Drawn SA FP /� T. 1 1 Checked AL. X I Ln N Ln O 00 J d CL til 0 m J a_ 0 0 ori 0 00 kql 8" TO FIRE PUMP TEST HEADER FLOOR CONTROL VALVE 1" UNION W/ 1/2" ORIFICE • c � lsfflllm�m; SUPERVISORY SWITCH - PRESSURE GAUGE FLOW SWITCH PROVIDE MISSION CHECK VALVE ON MULTIPLE FED SYSTEMS, TO SPRINKLERS AUXILLARY DRAIN VALVE SIGHT GLASS DRAIN RISER INSPECTORS TEST VALVE 7'-0" A.F.F. 2 1/2" FIRE DEPARTMENT VALVE 5'--0" A.F.F. PROVIDE 2 1/2" X 1 1/2- REDUCING COUPLINGS, CAPS AND CHAINS. PROVIDE UL,/FM PRESSURE REDUCING VALVE SEE SPEC.15500 SECTION 2.03 FOR COMPLETE LIST. AUTOMATICCOMBINED WET .. STANDPIPE FLOORRISER WITH O .• I'l PLAN VIEW m ALARM CHECK VALVE { OS&Y VALVE WITH TAMPER SWITCH Q SUPPLY MAIN 3 SYSTEM RISER 2" MAIN DRAIN VALVE RETARD CHAMBER DRAIN LINE TO EXTERIOR d PRESSURE SWITCH ALARM TEST 0 TO WATER MOTOR GONG 1 i TO ELECTRIC ALARM GAMEWELL "WATCHMANS" KIT FLOW SWITCH 2 WET PIPE ALARM VALVE DIAGRAM VFP5-11 N.T.S Rl BRONZE TEST COCK (TYP.) BRONZE STRAINER INSULATION PRESSURE GAUGE _Dv ASSEMBLY BRONZE PIPE SUPPORT SADDLE GALVANIZED`°` SUPPORT PIPE GALVANIZED PIPE FLANGE BOLTED TO FLOOR , WATTS 909 AG -C AIR GAP FINISHED 1" TO FLOOR FLOOR DRAIN NQIE: PROVIDE SPARE PARTS KIT FOR EACH DIFFERENT SIZE UNIT INCLUDING GASKETS, SPRINGS, & MAIN ASSEMBLIES REDUCED PRESSUF N.T.S cvcTir'kn KEYED EQUIPMENT HOLES: r ROOM I X I Ln N Ln O 00 J d CL til 0 m J a_ 0 0 ori 0 00 kql 8" TO FIRE PUMP TEST HEADER FLOOR CONTROL VALVE 1" UNION W/ 1/2" ORIFICE • c � lsfflllm�m; SUPERVISORY SWITCH - PRESSURE GAUGE FLOW SWITCH PROVIDE MISSION CHECK VALVE ON MULTIPLE FED SYSTEMS, TO SPRINKLERS AUXILLARY DRAIN VALVE SIGHT GLASS DRAIN RISER INSPECTORS TEST VALVE 7'-0" A.F.F. 2 1/2" FIRE DEPARTMENT VALVE 5'--0" A.F.F. PROVIDE 2 1/2" X 1 1/2- REDUCING COUPLINGS, CAPS AND CHAINS. PROVIDE UL,/FM PRESSURE REDUCING VALVE SEE SPEC.15500 SECTION 2.03 FOR COMPLETE LIST. AUTOMATICCOMBINED WET .. STANDPIPE FLOORRISER WITH O .• I'l PLAN VIEW m ALARM CHECK VALVE { OS&Y VALVE WITH TAMPER SWITCH Q SUPPLY MAIN 3 SYSTEM RISER 2" MAIN DRAIN VALVE RETARD CHAMBER DRAIN LINE TO EXTERIOR d PRESSURE SWITCH ALARM TEST 0 TO WATER MOTOR GONG 1 i TO ELECTRIC ALARM GAMEWELL "WATCHMANS" KIT FLOW SWITCH 2 WET PIPE ALARM VALVE DIAGRAM VFP5-11 N.T.S Rl BRONZE TEST COCK (TYP.) BRONZE STRAINER INSULATION PRESSURE GAUGE _Dv ASSEMBLY BRONZE PIPE SUPPORT SADDLE GALVANIZED`°` SUPPORT PIPE GALVANIZED PIPE FLANGE BOLTED TO FLOOR , WATTS 909 AG -C AIR GAP FINISHED 1" TO FLOOR FLOOR DRAIN NQIE: PROVIDE SPARE PARTS KIT FOR EACH DIFFERENT SIZE UNIT INCLUDING GASKETS, SPRINGS, & MAIN ASSEMBLIES REDUCED PRESSUF N.T.S cvcTir'kn FIRE PUMP DETAILS FP5.1 NTS ELEVATION VIEW "A—A" GATE VALVE (TYP.) PRESSURE GAUGE ASSEMBLY (TYP.) um WALL 2" SPRINKLER SYSTEM COMBINATION SYSTEM DRAIN AND TEST CONNECT10N DRAIN RISER. REFER TO SPRINKLER DRAWINGS FOR LOCATION -------2" X 3" INCREASER 3"X4" FIXED AIR GAP FITTING (J.R. SMITH#3951-T) ,,,r -BELL END OF PIPE c� r7 � \---4" DRAIN TO STORM DRAINAGE SYSTEM - BY PLUMBING CONTRACTOR SPRINKLER SYSTEM DRAIN DETAIL FP5.1 N.T.S. a 1 17/31/981 FOR CONSTRUCTION `! E. vaa" ewn>=o*rh*alae Rho" NaeJewryom Tole"4020000 w6ya t ftwn c* Gwen SJd'+Y Signature and Seat Profes tonal Uomme No Project Sheet Me Hotel Addition IRE PROTECTION DETAILS Dote Project No. 7/31/98 P8705.00 Scale Sheet No, 1 f 8r=1,_0• Drown CTT r FP 5. 1 Checked AL �musr�wrr �www�srwr� KEYED EQUIPMENT HOLES: FIRE PUMP ROOM ELECTRIC FIRE PUMP ON CONCRETE PAD. NOT USED NOT USED NOT USED JOCKEY PUMP ON CONCRETE PAD WITH GAUGES NOT USED ON INLET AND OUTLET. CHECK VALVE AND OS&Y GATE VALVE WITH TAMPER SWITCH ON OUTLET, GATE VALVE tl CONCENTRIC INCREASER ON OUTLET AND STRAINER ON INLET. NOT USED 12 8" TEST HEADER PER NFPA 20 6" O.S. & Y. GATE VALVE WITH TAMPER SWITCH 6" FLOW METER 6" NON -SLAM CHECK VALVE 6" O.S. & Y. GATE VALVE WITH TAMPER SWITCH �s 6" RELIEF VALVE - PIPING SHALL BE APPROXIMATELY NOT USED 20'-0" IN LENGTH TO AVOID PUMP OVERHEATING. FIRE PUMP DETAILS FP5.1 NTS ELEVATION VIEW "A—A" GATE VALVE (TYP.) PRESSURE GAUGE ASSEMBLY (TYP.) um WALL 2" SPRINKLER SYSTEM COMBINATION SYSTEM DRAIN AND TEST CONNECT10N DRAIN RISER. REFER TO SPRINKLER DRAWINGS FOR LOCATION -------2" X 3" INCREASER 3"X4" FIXED AIR GAP FITTING (J.R. SMITH#3951-T) ,,,r -BELL END OF PIPE c� r7 � \---4" DRAIN TO STORM DRAINAGE SYSTEM - BY PLUMBING CONTRACTOR SPRINKLER SYSTEM DRAIN DETAIL FP5.1 N.T.S. a 1 17/31/981 FOR CONSTRUCTION `! E. vaa" ewn>=o*rh*alae Rho" NaeJewryom Tole"4020000 w6ya t ftwn c* Gwen SJd'+Y Signature and Seat Profes tonal Uomme No Project Sheet Me Hotel Addition IRE PROTECTION DETAILS Dote Project No. 7/31/98 P8705.00 Scale Sheet No, 1 f 8r=1,_0• Drown CTT r FP 5. 1 Checked AL �musr�wrr �www�srwr�