The URL can be used to link to this page

Home My WebLink About1772�" ,. 1.-:$•r $;.rrh, { r., at �, r ?^.'f 'r r• t:'r + . JJ `-�1.'• . r '• J }' r f 'x -:.i J ri: 'fY;'t s $.. j �` F;j •:::,;Jr '•+ �. Wit' �•' :+r •f•. r.r:• r, .rr •:•:?^ ;p:rn: fi"r"r:'. :-r {r:+lf•:4y •.. :: r: � + r: :. ... .•. .r:::: ,: .,::: .. 'J-. +Y.+Lrh'. >' f.<•> r'�3 .diN':' �r r::.: r .• ...... 'lrirr: r.•$:'r>' ..J ,J. �.. +f A: �. .r. r .. i .rri r+r- .ff.. •../. {^Y. '{%ii. L.•'J$••: Jt:. r'r$ x - ,f.... vrh:. r.. .+t...r:. r: F'?$''r��' :iL.C- r.H. r� l�;rrf �•'�� $v:• ,.rf. %}• }• y j: r '.?�Y' ,J.f, r}i `:}.%r`'$. :: +:1.=,: r "':%"? J rrr: "/.•:L� J... rJ r:r rr.. Y•$�:Yf, ". r..}-• $ l: YY; +l, r f �� `r :•J• , J. ••rr `ri .xi J• . J. •• r. '/ • urr J : . J rrr : J r i "�,s •v7 '',Y. ./$::. iii �i' %YiY.� , :ri$: rte' $:Y1 "Str•' :mss '}{"'. J r;$r: r•s• ,t 7i. Sr r •'✓. S:YA yrrY,, ry:. $.'•Y'' %�'r;?;: :.•rr ;:st. y ..J. irr :. Y7s 'YY` rrr:. s'•J=:: f'i rt' r• f : :.•Fi ' {-• i$,S>.>f rrr$' fyr J. 1. :GLi '•7� ;> $Y ;1''! • fF L.• r rrr F. .f• Y•: '�F irrr. '^/: {r :tYi .f .rrrr }}i. rY •$' r •x f+J' } •Wi7 $'$'L: Jvr r.lr •r': : f•: #�: it :$rh ,�, ,• r. r^;• tl•: LrrJrs k$'•Y; FJ• c. .yl• rr y .$$:• .. .f. .' - f • rt• r •' rrr i ;{i•J.^ vr• : /$/.•' 'Y. is :rr.• . -rte+r- G; Jr. ��•Y' {J r :.:•. .':fix. ,.as•rx . •'}rrr. r r r :: r:•. :':•''}J "•:ry SL• •YI: r. ::rrn;{: r-; .vim: ;r r;. .J+r ::. .F: rL'r:. "^r u$k•. . ,..... - ... .. .ry: rrr:.. ,r•%J:.. ... ::r•:••:s r.• .., vx, .;,,..:. .r :.r 'r.. :•> J' .'r.'" . ✓.. -: : .. .:v>..r. J.. } i{/.:?iii}lr.�iit•. >t :'Y rl/" . •. r : JJ Y J:Y> .i> .. e, ; irrii>»%:+ ry . .. .. ...... , ,.. ., r .. ... 'rrr... . ,.. v ..:.v.' ., r :. .. .... i ..v f % $}•:•• .v.J. J+J .. r., J :. . . .. r : r / x,:. ..r: . :: : ...-. .r . . ... r.... ff✓✓.. r+:' "•r'Ji vii }il. irJrr':: ?f.•$+/.� ��.rh .. ur..i ri.✓,:>" :r. x 1.....v - .}r,.,?r......?Jr fCjj:.}+ r..w, . , r o , .r .. . JJr .x. ,..r , . r r t ...r r r..r. .. ..' rr..r.r1.r,.......x, .. r.. :.. t•.1:, r-. tFYr' Fii x.- a rr rr .t ,. ,,,:'r:: .${::. r :. :. ..,..:... , .r;.:.. ... -rr, ... .. :... r ,:. r.$... s .. .. .r.: :r.•:.r:rr :,. ?..... r..i: >:..r.r i:.. r �. -r... .+,.+ ,,.. r F>:},{".:.•"' ?<.:yr-:Jxyd. :. r.G•-�;$.: .f rn>• .'r.lr>�1x, r..x...r .r.:,:r:.rr:.:., :3:L .•,•r.'r:,:rrr :J,xr:Ja,c,.:.i r,. f.,•J. Jxrr ,....,.. x>N...l}.'.y .t.,�:1: A!?t:•.:. f- .> r:Jf.•F.:r x,Jr .rr,. f,. .:ir•�', •^a?.$', +�r.•s:,-. ..... .... '%.:.., .,v - arr$x.;:s{{.. . e . :yF�.s,. .x:r.:. s�.r. ........................7i:,+.t.:1':. at8 sub,&, 4 Client User Group Architect M. E. P. Structural Doral Hotel &Resort s Pfizer, Inc. The Hillier Group R.G. Vand(%;—rw.UrNI*I P S & S 90 Park Avenue, 28th Floor 23.5 East 42nd Street 500 Alexander Park, CN -23 500 Alexander Park 67A Mountain Boulevard Extension New York, NY 100 16 New York, NY 10017-5755 Princeton, NJ 08543-0023 Princeton, NJ 08543-6307 Warren, NJ 07059 i Phone: (212) 557 3300 Phone: (212) 573 3219 Phone: (609) 452 8888 Phone: (609) 987 1144 Phone: (732) 560 9700 Fax: (212) 557 3410 Fax (212) 808 8603 Fax: (609) 452 8332 Fax: (609) 987 9292 Fax: (732) 560 9768 � x CJ CONTROL JOINT ACOUS ACOUSTICAL CL rt ACT ACOUSTICAL TILE i� CEILING AB ANCHOR BOLT CJ CONTROL JOINT ACOUS ACOUSTICAL CL CLOSET ACT ACOUSTICAL TILE CLG CEILING AD ACCESS DOOR CLL CONTRACT LIMIT LINE AD AREA DRAIN CLR CLEAR ADDL ADDITIONAL CM CONSTRUCTION MANAGER ADJ ADJUSTABLE, ADJACENT CMU CONCRETE MASONRY UNIT AJE ARCHITECT/ENGINEER COL COLUMN AFF ABOVE FINISHED FLOOR COMP COMPRESSIBLE ARU AIR HANDLING UNIT CONIC CONCRETE ALUM ALUMINUM CONN CONNECTION ANOD ANODIZED CONSTR CONSTRUCTION APC ACOUSTICAL PANEL CEILING CONT CONTINUOUS APPX APPROXIMATE CONTR CONTRACTOR ARCH ARCHITECTURAL (OR ARCHITECT) CO CLEANOUT ASPH ASPHALT CORR CORRIDOR EQ EQUAL CPT CARPET BC BRICK COURSE CS CAST STONE BD BOARD CSMT CASEMENT BF BARRIER FREE CT CERAMIC TILE BITUM BITUMINOUS CTSK COUNTERSUNK BLDG BUILDING CU CUBIC BLK BLOCK CUR CABINET UNIT HEATER BLKG BLOCKING ID INSIDE DIAMETER, BM BEAM D DEEP, DEPTH BM BENCH MARK DBL DOUBLE BO BY OTHERS DEPT DEPARTMENT BOT BOTTOM DET DETAIL BRK BRICK DF DRINKING FOUNTAIN BTU BRITISH THERMAL UNIT DH DOUBLE HUNG BUR BUILT-UP ROOFING DIA DIAMETER FLUOR FLUORESCENT DIM DIMENSION C CENTER DK DARK CAB CABINET DL DEAD LOAD CAV CAVITY DMPF DAM PPROOFING CB CATCH BASIN DN DOWN CCTV CLOSED CIRCUIT TELEVISION DS DOWNSPOUT CD CRITICAL DIMENSIONS DSP DRY STANDPIPE CEM CEMENT, CEMENTITIGUS DWG DRAWING CFMF COLD FORMED METAL FRAMING DWR DRAWER Arrovrwgc 8.fi1 1988 E EAST FTR FIN TUBE RADIATION EA EACH FURR FURRING EDP ELECTRONIC DATA PROCESSOR FUT FUTURE EF EXHAUST FAN LP LOW POINT EIFS EXTERIOR INSUL. & FINISH SYSTEM CA GAGE EJ EXPANSION JOINT GALV GALVANIZED EL ELEVATION GL GLASS ELEC ELECTRICAL GND GROUND ELEV ELEVATOR GR GRADE E EMERGENCY GYP GYPSUM ENOL ENCLOSURE H HIGH ENGR ENGINEERING) HB HOSE BIBB ENTR ENTRANCE HC HANDICAPPED EP EPDXY PAINTED HD HEAD EPDM ETHYLENE PROPYLENE HDWE HARDWARE NPS DIENE MONOMER HM HOLLOW METAL EQ EQUAL HO HOLD OPEN EQUIP EQUIPMENT HORIZ HORIZONTAL EWC ELECTRIC WATER COOLER HP HIGH POINT EXST EXISTING HR HOUR EXP EXPOSED HT HEIGHT EXT EXTERIOR HVAC HEATING, VENTILATING & EXTR EXTRUDED, EXTRUSION PREFAB AIR CONDITIONING FE FIRE EXTINGUISHER ID INSIDE DIAMETER, FEC FIRE EXTINGUUISHER CABINET S TL INSIDE DIMENSION FHC FIRE HOSE CABINET IND INDICATED FERC FIRE HOSE AND INSUL INSULATION PSI EXTINGUISHER CABINET INT INTERIOR FIN FINISH INV INVERT FIXT FIXTURE IPS IRON PIPE SIZE FLR FLOOR, FLOORING S US P SUSPENDED FLUOR FLUORESCENT JAN JANITOR FOW FACE OF WALL JC JANITOR'S CLOSET FPRF FIREPROOFING JT JOINT FRT FIRE RETARDANT TREATED JST JOIST FS FULL SIZE JCT JUNCTION FS FAR SIDE TC TOP OF CONCRETE, CURB FS P FIRE STANDPIPE KIT KITCHEN FT FOOT OR FEET NVTRPRF WA FTG FOOTING TER TERRAZZO _I 1 L LONG, LENGTH LAB LABORATORY LAM LAMINATE LAV LAVATORY LIN LINEAR LKR LOCKER LL LIVE LOAD LP LOW POINT IT LIGHT LVR LOUVER MANUF MANUFACTURER MAS MASONRY MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MUVIB MEMBRANE MEP MECHANICAL, ELECTRICAL, UR & PLUMBING MH MANHOLE MIN MINIMUM MIS C M ISCELLANEOU S MO MASONRY OPENING MTD MOUNTED MTG MOUNTING MTL METAL MULL MULLION N NORTH NIC NOT IN CONTACT NO NUMBER NOM NOMINAL NPS NOMINAL PIPE SIZE NS NEAR SIDE NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER, PLWD OUTSIDE DIMENSION ORD OVERFLOW ROOF DRAIN OFF OFFICE Abb.rev i*at i*on and SvErnbols OR OVERHEAD S SOUTH U UNDERCUT OPNG OPENING SC SOLID CORE UH UNIT HEATER OPP OPPOSITE SCHED SCHEDULE UL UN A0.02 Training Center Code Analysis and Egress Plans SECT SECTION UNFIN UN P PAINT SH SHEET UON UN PART PARTIAL 8 HF SHELF UR UR PBD PARTICLE BOARD SHR SHOWER H 1 .1 F HVAC Legend, Symbols and General Notes Fit - it -Out PERF PERFORATED SIM SIMILAR VCT VIN PL PLATE SP SINGLE PLY MEMBRANE ROOFING VERT VE PLAM PLASTIC LAMINATE SPEC SPECIFICATIONS VEST VE PLAS PLASTER SPKLR SPRINKLER VIF VE PLBG PLUMBING SQ SQUARE VN VE PLWD PLYWOOD SST STAINLESS STEEL VR VA PR PAIR STA STATION VTR Wall Sections PRCST PRECAST STC SOUND TRANSMISSION CLASS VT VIN PREFAB PREFABRICATED STD STANDARD A3.14 Wall Sections PREFIN PREFINISHED S TL STEEL W WE PSF POUNDS PER SQUARE FOOT TOR STORAGE W/ WITH PSI POUNDS PER SQUARE INCH STRUCT STRUCTURAL 'NV/O WI PT POINT SURF SURFACE tVC WA PTD PAINTED S US P SUSPENDED NVD WO PTN PARTITION SYMM SYMMETRICAL NVNDW WINDOW PVC POLYVINYL CHLORIDE A4.2 Stair #1 and #2 Plans WP WO PVF POLYVINYLIDINE FLUOROPOLYMER T TREAD NVSCT WA E4.1 Electrical Riser Diagram & One Line Diagram TC TOP OF CONCRETE, CURB WI' WE QT QUARRY TILE TEL TELEPHONE NVTRPRF WA Cover Sheet, Legend, Symbols & Abbreviations A6.1 TER TERRAZZO NVWF WE R RISER TFO TENANT FIT OUT Level 0 Reflected Ceiling Plan P2.2 RAD RADIUS T&B TOP & BOTTOM SYMBOLS U RD ROOF DRAIN T&G TONGUE & GROOVE & AN RECT RECTANGLE TH THICK(NESS) -4 AN REF REFERENCE TKBD TACKBOARD Roof Framing Plan AT REFR REFRIGERATOR TMPD TEMPERED CI, C REINF REINFORCE(D)(ING)(MENT) TO TOP OF QS DI REQD REQUIRED TSL TOP OF SLAB # PO RESIL RESILIENT TST TOP OF STEEL f OF RM ROOM TW TOP OF WALL S5,1 Foundation Sections RO ROUGH OPENING TYP TYPICAL FP2.1 Fire Protection - Core & Shell -Level B Plan Core & Shell UNDERWRITERS LABORATORIES(:A FINISHED 2 REVISION # LESS OTHERWISE NOTED URINAL --- - l COLUMN LINES WORKING POINT YL COMPOSITION TILE VERTICAL -EXISTING CONTOUR OR DATUM VESTIBULE VERIFY IN FIELD NEW CONTOUR TOILET ACCESSORY NEER � 75 �^�. AI3 i� TYPE POR RETARDER �T THROUGH ROOF +75.2 EXISTING SPOT ELEV YL TILE CC}NF RM ROOM NAME ��p� El NEW SPOT ELEV 355 & NUM BER �, YYtD�, WIDTH TH i I 111 PROPERTY/CONTRACT LIMIT/ INTERIOR OR TROUT MATCH LINE 4 EXTERIOR WALL TER CLOSET MATERIAL DESIGNATION OD DETAIL # RKING POINT 20 SECTION REFERENCE I3 REOTE ERENCE WAINSCOT WEIGHT DRAWING # WATERPROOFING WELDED WIRE FABRIC G401 PARTITION TYPE DETAIL # � AS ABBREVIATIONS X D AX ELEVATION REFERENCE DRAWING # ANGLE DRAWING# 5 A5.I 3 MULTIPLE ELEVATION REFERENCE CENTERLINE DRAWING # DETAIL # ELEVATION # AMETEK OR ROUND I POUND OR NUMBER IOI .. -- "°""" 101 WINDOW TYPE W_3 (REFER TO SCHEDULE, DRAWING # ) DETAIL, ENLARGED DRAWING # PLAN, ETC, REFERENCE LOUVER TYPE L-2 (REFER TO SCHEDULE, DRAWING # ) Li*st +il Fl*t +i i ARCHITECTURAL DRAWINGS MECHANICAL DRAWINGS Cover Sheet H1.1 HVAC Legend, Symbols, and General Notes A5.1 Interior Elevations H1.2 HVAC Schedules A0.00 Abbreviations, Plan Symbols, and Drawing List H1.3 HVAC Schedules A0.01 Site Plan H1.3 HVAC Schedules A0.02 Training Center Code Analysis and Egress Plans A6.2 Level A Reflected Ceiling Plan A0.04 Training Center Site Context Plan H2.1 HVAC Level B Plan A 8.2 Level A Fit -O ut Plan H2.2 HVAC Level A Plan A1,01 Demolition Plans H2.3 HVAC Level 0 Plan 12.2 Level A Finish Plan H2.4 HVAC Roof Plan A2.1 Level B Floor Plan H 1 .1 F HVAC Legend, Symbols and General Notes Fit - it -Out A2.2 Level A Floor Plan H3,0 HVAC Partial Plans & Sections A2.3 Level O Floor Plan H3.1 HVAC Partial Plans & Sections A2.4 Roof Plan H3.2 HVAC Partial Plans & Sections A3.00 North, and West Elevations H4.0 HVAC Air Distribution Riser Diagram A3.01 South, and East Elevations H4.1 HVAC Hot Water Riser Diagram A3.02 Partial Elevations H4.2 HVAC Chilled Water Riser Diagram A3.03 Longitudinal Building Sections H6.0F Controls Fit -out A3.04 Transverse Building Sections H5.1 Details ELECTRICAL. DRAW IN E1.1F H5.2 details A3.10 Wall Sections H5.3 Details A3.11 Wall Sections Electrical Power Plan Level B Fit -out E2.1CP A3.12 Wall Sections H6.1 Control Sequences and Diagrams A3.13 Wall Sections H6.2 Control Sequences and Diagrams A3.14 Wall Sections H6»3 Control Sequences and Diagrams A3,15 Wail Sections Electrical Roof Plan Fit -out E3.1F A3,16 Walt Sections ELECTRICAL DRAWINGS A3.17 Wall Sections E le c tric a 1 Details fit -out E6♦1F A3.18 Wall Sections Electrical Panel Schedules Fit -out E6.3F A3.19 Demolition Wail Sections E1.1 Legend Symbols & Schedules A3.21 Wall Sections A3.22 Wall Sections E2.1 Electrical Power Plan - Level B E2.2 Electrical Power Plan - Level A A4.1 OMITTED E2.3 Electrical Power Plan - Level 0 A4.2 Stair #1 and #2 Plans E2.4 Electrical Power Plan - Roof. A4.3 Stair #3 and #4 Plans A4.4 Enlarged Toilet Plans E4.1 Electrical Riser Diagram & One Line Diagram ASA0 Toilet Room Elevations PLUMBING DRAWINGS ASAI Toilet Room Elevations P1.0 Cover Sheet, Legend, Symbols & Abbreviations A6.1 Level B Reflected Ceiling Plan A6.2 Level A Reflected Ceiling Plan P2.1 Plumbing - Core & Shell - level B Plan A6.3 Level 0 Reflected Ceiling Plan P2.2 Plumbing - Core & Shell - Level A Plan P2.3 Plumbing - Gore & Shell - Level 0 Plan STRUCTURAL DRAWINGS P2.4 Plumbing - Core&Shell - Roof Plan SIA Foundation Plan P3.1 Plumbing - Core & Shell - Part Plan 51.2 Level A Framing Plan P3.2 Plumbing - Core & Shell - Part Plan 51.3 Level d Framing Plan 51.4 Roof Framing Plan P4.1 Plumbing - Core & Shell - Riser Diagram 51.5 Foundation Part Plans and Details P4.2 Plumbing - Core & Shell - Riser Diagram P4.3 Plumbing - Core & Shell - Riser Diagram S3.1 Concrete Details and General Notes 53.2 Steel Details and General Notes P5,1 Plumbing - Core & Shell- Details 54.1 Column Schedule FIRE PROTECTION DRAWINGS 54.2 Bracing Details FP1,0 Fore Protection Notes, Legend, Schedule and Details S5,1 Foundation Sections 55.2 Foundation Sections FP2.1 Fire Protection - Core & Shell -Level B Plan 55.3 Foundation Sections FP2.2 Fire Protection - Core & Shell - Level A Plan FP2.3 Fire Protection - Core & Shell - level O Plan 56.1 Floor Sections 56.2 Floor Sections FP4.1 Fire Protection - Riser Diagram 57.1 Roof Sections FPSA Fire Protection-- Core & Shell - Details A r • a DRAW Re over Sheet *0.00 Abbreviations, Plan Symbols, and Drawing List *0.02 Training Center Code Analysis and Egress Plans A5.1 Interior Elevations A 5.2 in to rio r E le v a do n s A 5.3 In to rio r E le v a do n s A 5.4 In to rio r E le v a do n s A 6.5 in to rio r Elevations A 5.6 In to rio r Details A6.1 Level B Reflected Ceiling Plan A6.2 Level A Reflected Ceiling Plan A6.3 Level O Reflected Ceiling Plan A8.1 Level B Fit -Out Plan A 8.2 Level A Fit -O ut Plan A 8.3 Level O Fit -O ut Plan 12.0 Finish G coups Legend 12.1 Level B Finish Plan 12.2 Level A Finish Plan 12.3 Level 0 Finish Plan MECHANICAL DRAW INGS H 1 .1 F HVAC Legend, Symbols and General Notes Fit - it -Out 0 u t H 1.2F HVAC Schedules Fit -out H1.3F HVAC Schedules Fit -out H2.1F HVAC Level B Plan Fit -out H2.2F HVAC Level A Plan Fit -Out H2.3F HVAC Level O Plan Fit -out H 2.4F N of U sed H2.5F Piping Level B Plan Fit -out H2.6F Piping Level A Plan Fit -out H 2.7F Piping Level O Plan Fit -out H3.OF HVAC Partial Plans & Sections Fit -out H 5.1 F D eta !is F it -o u t H 5.2 F Details Fit -out H6.0F Controls Fit -out H 6.4F Controls Fit -out H6.5F Controls Fit -out ELECTRICAL. DRAW IN E1.1F Electrical Legends, Sym bots and Schedules Fit - out E1,2F Electrical Legends, Sym s and Schedules Fit -out E2.1L Electrical Lighting Plan Level B Fit -out E2.1P Electrical Power Plan Level B Fit -out E2.1CP Electrical A/V Plan Level B Fit -out E2.2L Electrical Lighting Plan Level A Fit -out E2,2P Electrical Power Plan Level A fit -out E2.2CP Electrical A/V Plan Level A Fit -out E2.3L Electrical Lighting Plan Level O Fit -out E2.3P Electrical Power Plan Level O Fit -out E2.3CP Electrical A/V Plan Level O Fit -out E2.4F Electrical Roof Plan Fit -out E3.1F Electrical Kitchen Power Plan E4.1F Electrical Riser Diagram Fit -out E 5.1 F E le c tric a I Details Fit -out E 5.2 F E le c tric a 1 Details fit -out E6♦1F Electrical Panel Schedules Fit -out E6.2F Electrical Panel Schedules Fit -out E6.3F Electrical Panel Schedules Fit -out E6,4F Electrical Panel Schedules Fit -out PLUM BING DRAW INGS P1.0F Plumbing - Cover Sheet, Legend, Symbols and Schedules - Fit -Out P2.1F Plum bing - Level B Plan - Fit Out P2.2F Plum bing - Level A Plan - Fit 0 ut P2.3F Plum bing - Level O Plan - Fit O ut P3.1F Plum bing - Fit Glut - Part Plan P4.1F Plum bing - Fit Out - Riser Diagram P4.2F Plum bing - Fit Out - Riser Diagram P4,3F Plum bing - Flt Out - Riser Diagram FIRE PROTECTI DRAW INGS FP1.0F Fire Protection Nates, Legend, Schedule & Details FP2.1F Fire Protection Level B Plan Fit -out FP2.2F Fire Protection Level A Plan Fit -out FP2.3F Fire Protection Level O Plan Fit -out VIDEO PRODUCTION DRAW INGS V-1 Television Production Facility AUDIO VISUAL. DRAW INNS AV - 1 AV Facility Plan - Level A AV - 2 AV Facility Plan - Level B AV - 3 AV Facility Plan - Section and Elevation Views AV - RCP -1 Electrical - Reflective Ceiling Plan - Level A AV - RCP -2 Electrical - Reflective Ceiling Plan - Level B AV - 1 Electrical Plan - Level A AV - 1 Electrical Plan - Level B FOODSERVICE DRAWINGS FS - 1.1 Foodservice Equipm ent - Plan and Schedule FS - 1.2 Foodservice Equipm e n t - Electrical Spot Connection Plan FS - 1.3 Foodservice Equipm e n t -- M echanica'l Spot Connection Plan FS - 1.4 Foodservice Equipm e n t - Special Conditions Plan FS - 1.5 Foodservice Equipm e n t - Utility Load Schedule FS - 1.6 Foodservice Equipm e n t - Utility Load Schedule FS - 1.7 Foodservice Equipm e n t - Utility Load Schedule FS - 1.8 Foodservice Equipm e n t - Elevation and Sections {tm✓+siona Na. Date Descryticn 1 07.31.98 FOR CONSTRUCTION Na: Data Descrgtan isauea 0 Tel 609 452 8888 Fax 609 452 8332 Priroetan ffiilacal a New artc V111" � ct�rs tCarasasCity Dallas Sydne y FCTUMFF M# e 40 Conference Center ABBREVIATIONS DRAWING LIST 3924.02 A SYMBOLS 0189$ INENLt62GROtM,InePrittcebn,Nd Revisions No. I Date I Description General Code Data Occupancy Calculations 0 C5.3 50 Toilet Fixture Count Anal sis Y 1000 NSF {/�R'.^3/�} {�/A�S�/} {l/A�'.fi�J' � � a E � � C'8 � D.2 D.fi � ' U a C5.3 28 From Table VII -765 Article 9 Table I-900 & III -900 13111" { 13'-11" 1 13'-11« 1 8'-S" 28,_0« 28•-0'• 28•-D«. 29x_3 28'-D« 28,_D« 28•_0" qy'_0" 3D'-0« 30'-D' 1. Building Subcode; New York State Code See floor plans for specific occupancy loads and egress calculations Plumbing Fixture Count Analysis 50':3«1116" 5..11" 7'-S'. 8•_6« 11..0« r Official compilation Codes Rules and Regulations of the State of Level Gross Area Occupancy Required Actual Exits R% s M-am , I New York, 9 Executive (B) with September 1997 Annotations. (persons) Egress kin.) Eess (in.} Provided 55 4.: 171 ��{]��■ MJ ia., /��r p, , � 5�+� '• /i : �j ��` - X11 000ciI ��FliWi 2. Use Group Classification; Article 2 C5.3 B 39 330 sf 1 033 228 324 4 �« :S A 39 330 s, f 865 190 324 4 Level B 6W/2M 4M 5ea 12 (6ea) �� ...� _� ,Iii + \ � ...IMEMS Part 701.4.e and 703.6.a.3, Group C5.3 Assembly for more than O 32,090 sf 184 40 72 3 $ ... 111 11 ,. 111111. /11111 r SEPARATION 1,000 persons. Part 702.2.d Buildings of groups C5 and C6 occupancies shall be Level A 5W/2M 3M 5ea 10 (5ea) ! _ vtr` 111111 ■■■ considered as low hazards for determining distance separation as setI Fire Resistance Ratings of Structural Members Office Level 5W/3M 2M 5ea 10 (5ea} ► � 1 ��..,,..pp LCv'rrS. ! I I ! 1 � � � II I I ! 1 I 1 I I forth in Table I-770 [of this code]. Table III -704 EF i !From ! type lb construction classification as follows: Ii I I I 200 F 36"147 62 1 07.31.98 FORCONSTRUCTIONFor Construction Classification: 2 Type lb3. I I I" Date Deserption Part 704.1 Type 1b- fire resistive construction. Fire Resistance hours Structural Element (hours) Fire Resistive Assembly Schedule------- ! ) ,. ! 150 Ft ! I ! f I Issues 4. Fire Protection Equipment: (Article 5} Exterior: 3 Construction Assembly Required Testing Age - - ------- \PNINK Bearing walls RatingAssembly No. i Part 774.2.d Fire alarm systems- required Nonbearing walls 2 _ Part 774.3.a Fire -and Smoke -detecting systems- required Panel and curtain walls /4 Floor Construction 2 his. UL -Design No. D916 ! 1 ! ! ! I Part 774.4.a.1 Sprinkler systems- required Roof Construction (low) 3/4 hr. UL -Design No. P732 + i I I I I I Part 774.5.a.1 Standpipe systems- not required Party walls 3 1 hr. UL -Design No. D916 Columns 3 hrs. UL -Design No. X772 ! i 5. Building Area; Interior: Fire walls 3 Note; Maintain minimum fire resistive rating at floor construction assembly Part 705.4 Height and Erre area- general building construction g g g Bearing walls or partitions 3 where rating is compromised by electrical floor box installation with spray on fire ff i N Table VII -705 ... for Buildings of Group C5 Occupancy -for Partitions enclosing stairways, proofing application applied with a coverage suitable to provide the required fire p g pp ppp I I I 125 125 construction type 1b- unlimited area to (3) three stories and (55) h i a s shafts other vertical o sem' y , resistive rating. I fifty-five feet high. openings nd corridors 21 Construction separating tenant spaces 1 `\ Columns, beams, girders and trusses Floor to Floor GSF than roof trusses): supporting CODEA ANALYSIS S1AL/{S LEGEND 1 more than 1 floor or 1 floor and a roof 3 SYMBOL MFANiNG Level B (E1.+287.00') 16t-0" 39,330 supporting one floor or a roof Ply g 2 ALLOWABLE TRAVEL DISTANCE r i 125 Level A (E1.+304.00') 16'-0'1 39,330 200 3 1 EGRESS WIDTH EXIT CAPACITY 3.5 _._.__._._� ._.�.._,_._ . +� Level O {E1.+321.00'} 141-0" 32,090 Floor construction, including beams 2 13� ANTICIPATED LOAD ' a 1 j j 6 Total Building 46'-0" +110,650 Roof construction, including purlins, beams Classroom SPACE TYPE .__.__ �._:_. _� ' 6. Table IX -765 Number of Required Exits and roof trusses 2 1 C5.3 OCCUPANCY TYPE {Use Group} OCCUPANCY LOAD (from Table VII -765) ,1 � - -_ ( _ �. i _,_ .�_ j I _. ._ _._._. s._ ! ■ __._�___._ _.�._._� _-. --.__.__� �._.._._.___._____._ 2 HR RAZE _____ _ _.�._ _._._. _ __ _._._. .. ...........:....:..::..,: E 3 120 NSF AREA OF SPACE o \ I j FIRE SEPARATION 1200 Ft j Less than 51 1 AISLE ACCESSWAY OR\ . / 72" 294 62 MNI, a 51 to 300 2 3/4 1 In buildings not more than three stories in height I hour type construction; hour in ANCILLARY SPACE 2.5 - I I I I I I 1 Soar 1. a 301 to 600 3 e 2 3 and 4 construction. For exceptions in all buildin s see section type a p buildings, 771.4(h)(8) 150 ft p Q oIDIST NCE A>CCE 601 to 750 4 of this code. AND S to 12004_ ' - -- ' - ° _, oA0__ afir ------------------------------------------ - �751 1201 to 1500 5 2 For exceptions, See section 771.3 c d and e of this code. p (}, { } { } 4HR RATED FIRE SEPARATION i 1 ®11 11 11 Ilii 4 HOURS FIRE RESISTANCE RATED CON57RUCTION -------------------- a _ ------------------------------------ ----- - , 501 to 1800 f 180 for h additional 1ono1 6 00 in excess O HR RATED FIRE SEPARATION 2 HOUR FIRE RESISTANCE RATED2 :::,:.:. ...:.... ............,._.....:,...............................,....:..:,.:.:.:.:::.:..:- ..::.::: . es • Irr ® ■ errCONSTRUCTION;•;<..::.: :.:;.:::... ; ,......:. ..... i>-;<•: :,::;:::;•::;.::l.. ....... 7. 2aa t ode Exit A Travel m feet): a Length of t ccessI $r 1 HR RATED FIRE SEPARATION HOUR FIRE RESISTANCE RATED :..:. -... •:;:-ii: ;: ;-:;-:$:i,i:-i}i;-:•}:;L?:::J::i;t�:;,:•,:: •i':•:. 4 •:}i'.; :: ;.vi;:::i:•: �::^:::C•::: ;•ii : >: ::.:...... .: ::>,.::..: _. :.......: _..........: ......::. _ .................................. from Table VI -765 150 above (or below) grade IMMMUM CONSTRUCTION l (� f EXTENT OFFXTSTINGBUILDING N T T,T T7TT T1 f" �Tl T� In t'1 T"1T A T t .t 200 Ft 72" 1327 fl 237 wow �'W►- ...�11�. J Equip en , sr sStore - p Lo ' ' $ / €ice. ` 1► {'{': s HR RAM 800 NS? 200 NSF 10 r I�E/ / r � i - S - .I .; ■ � � ISI ;� t � • .. # � _ � s , 3 ;� � �,��' � �• s • lam.! t C s . e ':iiC/ •ii � 11 ETelecomm { r 1 i irw i ' l c� � 5'M S. . rit11t11U11{nIlr � P,� 7 �f - �` r CtI(� � •..,,,,......w.,......,.a... 1\Cadd 1\Projects\projects\3924-Atrowwvood\00-CADD\Plots-T rainingiA01AOO.wnd 1 © 5 10 25 50 100 I � f ZD I 5 {{ I 1 I I ! La Ed ab 8P N C5.3 3 C5.3 3 I [[ I II! i+{ Classroom I H p�y 150 NSF 150 sF t I I600 NSF a/ dpi 1 I I I C>y Classroom j I Pant 1 c5.3 22 j 425 NSF i ----------- aoo------� i B I ( 17 �Pro•ect n a \ 5451--__ SF \ �� Iso Ft lClassroom lClassro V 200C5.3 18C5.3 18 166 365 NSF 365 NSF am I HR RAIM FIRE SF1'ARATION Ed Le ,C5,3 3 - cs.s cs.s �3 A 0 C5.3 50 �® 1000 NSF 1000 NSF U a C5.3 28 550 NSF R% s , I 55 4.: 171 ��{]��■ MJ ia., /��r p, , � 5�+� '• /i : �j ��` - X11 ��FliWi �« :S �� ...� _� ,Iii + \ � ...IMEMS $ ... 111 11 ,. 111111. /11111 r SEPARATION vtr` 111111 ■■■ - -. �! LS . ■■■ I■ '� $. llllllA. 111111 •3 i- °v Ai[ 8 3R SS] 4 SB .'': � C :' '^"� .`� � ��..,,..pp LCv'rrS. ...11■■.... � EF i Iso Ft lClassroom lClassro V 200C5.3 18C5.3 18 166 365 NSF 365 NSF am I HR RAIM FIRE SF1'ARATION Ed Le ,C5,3 3 - cs.s cs.s �3 A 0 C5.3 50 �® 1000 NSF 1000 NSF -5,31 1 lassroorn 6 ,C5.31 18 20 ° Classroom n cs.s cs.s �3 A 0 C5.3 50 250 NSF 150 NSF 1000 NSF j U a C5.3 28 550 NSF LEVEL A EGRESS PLAN. 20011 ED .l 200 72" 327 31? AreNtectLre Interior DesignPlanning- 1 Lanciscape construction Nlaragerrent: GrapKic Design The H FC -la i'i' iomj A Ii lierGroPaark CN aG Ilei f � a_ • � J 08543-002 1 NSf 200 NSFTel `, a 452 8888 13 Fax 609 452 8332 Princeton NewY ►_ DSydney allas r i .1 - 1 • _i7 • �C531 71) 0Q L'ti.iat31460 NSI r. , C5.3 3 a f ®lY r ./ 1 4 K E r'! Sheet Title Conference Center CODE REVIEW SUMMARY Date Project No. 07.31.98 3324:(}2 Scale 1132" = 1'-0" sioetNo. Drawn TJH AO.02 Checked @1998 THE WER GROUP,Inc Princeton,N A -- Revisions A.6 6 ` 7 10 9 7 8 No. A3.19 A3.19 A3.19 A3.19 A3.19 A3.19 A3.19 G I � I 1 I I -- I ---- _ - - -- _- ---------------- . --.- - _---- --- _ - _!= =i =-_ _=__- __:_ __�_ - _ __ __ _-4 =-_-_-s= _- _-_ =-- _-_-_- _ --- ===-_-==--- _ -_ _ _ _--___ C---- -_ - I --- ------------------- ------=----------- --------------- --- ---- __-__-__-1---=1---- -- = __------__---- =---------=----- � 1 ---- ---- i 12 15 { I 6 ------ ----------------- L6 -------- - -------- ----------1 ; 1 5 � l� i _ —___ _ — I , 11F ------- -- I ! I , � I I i j f I ! � I � ; FIN. GRAD i'-- i i i 1 ----- --------- ----�--_ o� �I l 4' FIN..GRADE ' �I LEVE(A ! 5 'L--- L\`�'�L ' ' LEVEL.A - --r-- -, ---r -- -'' --*'I-----'� , i_ _FIN. GRADE EL.30 .0 j _ _ I i EL. 304.0 N�. 1 _�--__—I------L_________________t ONC. FOOTING ------- {-------__ }------_ _ ---a-----' i Issues --------------- --- - ---_------- ----- - __ -- ------------- t------------- ______-, ; -r-' 6 ------- _ CONC. FOOTING---- �---- � 7 l--- —---------- �---------- — ------ I I , AS LIMED FOOTING DEPTHS F R BID PURP SES ON Y (AC UAL DEPTHS BE FIE D VERIFIED20 II I U-0- LEVELB j l NORTH ELEVATION DEMOLITION PLAN �---- , � -___------------------_---------------_ -, EL.290.0 , 1 �-------- ----------- ----------------- ---------- 0 --------- ---, LEVEL 0 DEMOLITION PLAN r%wmmm%mm=mmrmmm" 0 1 2 5 10 15 LEVEL A DEMOLITION PLANI 0 1 2 5 10 15 LEVEL B DEMOLITION PLAN 7 0 1 2 5 10 15 1713:44:141998 ,f s ° � e ° f i r � f , o ° MATEMALS LEGEND J] REMOVE CEDAR SHINGLE SIDING 41 REMOVE CONC. RETAINING WALL & PIPE RAILING REMOVE CONC. RETAINING WALL REMOVE CONC. WELL & CONC. COLUMN REMOVE GUTTER & STL. DRIP CHAIN 0 REMOVE ALUMIN UM& GLASS FIXED WINDOW 7 REMOVE ALUM. & GLASS ENTRANCE DOOR INCLUDING SIDELITE AND WALL ABOVE INCLUDING STUD FRAMING ®REMOVE PATIO CbNC. WALL, STONE COPING, STONE PAVERS & CONC. BASE SLAB REMOVE CEDAR WOOD WINDOW FINS, MANSARD & FRAMING 10 REMOVE CONC. PATIO SLAB 11 REMOVE ALUMINUM COPING 12 13 SAWCUT OPENING IN FOUNDATION WALL 1 Date l Description Date 1 Description Afctiteckre Interior Design Plaming =ape ==e Const ax tatar>�errent Graphic Design r .. - .c .- M L, P Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia Nev York ftstirlgton Glaris Sulnrit Kansas City Dallas Sydney Doral ArrowwooJ Conference Cent - D O Date Project No. NOTRELEASED�: 3924.02 it 01998 THE ALER GROUP,Inc. Princeton,NA (0 I SCREEN EL. 3421-8.511 ROOF I EL. 333 -6.5 E L OLEVEL B 8-0 8 1-011 IEL. 288 C V EL B-2 ,�_LEV or YA n7 n66 it) 6 n6 n5. 6 5" 4 5 4.3 n4 n38 (3.� 3� 3.1 3 n n2 '% A.) 4 4 n in IRV SCREEN------------------------ EL. 342#-8.511 ------ ------ ------ ------ z ROOF- - - - - - - - - - - - - - - - - - ---� -- - - - - - - - - --------------------- --------- EL. 333'-6.5'5 LEVE�O i...F-71,t ------------------ --------_-----_4-----____-_-_---_-__--------_-----_-_-_-----_-------_ I ------------------ ------- T -------- T -------- d--4 T T --------- T f ------- T NEN I BUILDING EXISTING BUILD ------ ------ NG -_------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ............................. ...... ........ .......... ----------- .......... ............ ....... - ----- -- - – - -------- ------ =, is ................ ............. ........... . ............. ............ ........ .......... ...... ......... ...... M3 .......... ------ .............. .......... ---- -----....... - _. f - - - - �- -- --- f -- L Tr 3 28 ---------------- - - - -------- ------ ------ -------- --- F ------ 'Ilk E L. 3,';':) LEV% A0� 6 34 34 IL I I I I 1 11 7 ff— 117— L I I] ILI E5 15 EL. 3041-011 BLOCK-OUT CONIC RETAINING----/ IAALL AT BRIDGE CONNECTION SEE STRUC DVQS LEVEL B --------- ---------- b EL. 288°-_ 7- LEVEL 8-2 ,-�L.--28311-611 -- — - — - — - — - — - - — - — - — - — - — - — i WEST ELEVATION i .......... 34 SECURITY CAMERA vCAMERA [L3 - — - — - — - — - — - — I I i � 34 --Jill SECURITY ERA BY OT 15 918HERS) - i 34 ........ — --- ---------- wm ------ ------- ------------------------------- ................................................................ ..................... *'*'*'****'*"*'**"*"* .............. .............. ........ ................ ............... ........... .......... ...... . ............ ......... I .............. ......... � I ----------- 4 i , ��OQ�, C�� DD, 0� ------ ------ ---------- I i ------------ i 1 t ------------- i 1--4 f ------- -- 3 �3 F F1 �0 -4 i ------- ------------------- -I i ------------------------------------------ 331 iF �10 ------ ------ ------------------- i I i i i i 0 2 4 10 20 30 \kCadd_IXProjects\projectsk3924—Arrowwood\00—CADDIPlots—T raini ng\AO\AOO.wnd W -A �-- I A na-n7-M 4 QQQ Revisions No- Date Descrotion A4 08.28.98 1 ADDENDAM#1 No. I Date Description Issues PrchtectLre Interior Design Planning It, . mt, Tel 609 452 8888 Fax 609 452 8332 Princeton Wla York Wishngton Claris Surnnit Kam City Dallas Sydney 5 �V—M 157 —7 I Line MIM r w s 9 StIeetrifle qORTH &WE T ELEVATIONS. Date 07.31.9 i 3924.02 L. �t 01998 THE HLLERGR0UP,IncP;Jnceton,NA L- - - - - - - - - - - - kkCaddIkProj'ects\projectsQ924_Arrowwoodt00,_CADD\Plots_TrainingkAOXAOO.wnd W.A q—- 1 A nn-n1-nA 1 QQA 01998 THE HILLER GROUPInc Prinmton,NA Revistnns No. Date Descrotion Al 08.28.98 ADIDENDAM#1 2 r2 �A3.21 1 3 A3.22 AII. 6 AII. 9 AiI. gII Y'3 A3.15 2 'N�A& 15 $ CII �II 2 Qj1i Df A3.20 Y'3 A3.15.16 � /3�iI A31. 1 t3 ([`,�!I �Ii 3 KII. LI NO. Date DescrijuM (i I Issues �CREEN — — — — — — — — — —}iI — — — — ------------- 4 ----------- 4 ------- ------------------ ------ ------ ------ -___ Ii. DUCTENCLOSURE I --- -------------------- 4 ----------------------- I� 4 ------ I� ------- ------ ----------------- ------- - ----------------------------------- EL. 3421-8.511 ------- -------- _,r ---- -------- ---------- ------------------------------- - - - - - - - - - - ---------- i - - - - - - - - - - - - - - - - r3 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t � I 2 3.1 - ------- 4 4 0) f ROOF _•_ �! ------ 3 ------ EL.3331-6.511 Q �!, �i! 25 El A] F0 F-01 FE1 FE31 E-11 F 01 FE -31 0 f7 LEVEL %D ' ❑_IIIiI. 5 IliiI 1IIIi C� ❑ ��IiIi'� - -- — - — - IIiiII EL. 320' -0" ..................................... ---------- .................. .. ... ..... — - — - — - — - — - — - 11 A� 11 UUL L 6'j I t :?U:?�. ---------- 47 01 r i 0( 8 0 ,IIIii i�, z� 15 32 to T_ . 17 LEVEL A i11 L \V A.- L 13 000000 --------- 11 \V EL 304 -011 2 ------------------ --------------- --------------- 20 18.o ::..,:.1. ------- ------------ 1Q 9 ___ IIIIii IIIiIII Jiii,I1 tIa (0 . .. ... . .... ...... � Ii IIIIiiII I�IIii Ii(I IIIIIIIi iIII iij1(l --------- -- 118] ---------- --- `•: {Ii L EVEL B ::::t . . . . . . - — - — - — - — -- - ----- ------ ------ ------- ------------------------ ------ - ------ ------ ------ ------- ------ -------- -- --------- ___ �� ------------------------ ------ ---------- (i I i M.g I I I----------------------- I i i------ I i i LEVEL B-2 ._-_-_��ii ____._ 4 4 4 -- — -- — - — - — - — - — - — - — - — - — - — - 4 _.}II _� ___-__ _ __-_- _-_- ----------------------- ------_-4- -_ ------ ------ ------ ---------------- ------- 4ii - EL. 2831-611 iI iIi i ii i ii ii ii ii 6. mmwmmi WOOD SHINGLES VENEER PLYWOOD 2711 ROOF SCREEN WOOD FASCIAON INTEGRAL GUTTER F1�2 ALUM. LOUVERS 22] F METAL FLASHING AND TRIM SOUTH ELEVATION [3] WOOD FASCIA ALUM. AND GLASS RAILING GRC COLUMN COVER F4] ALUMINUMCOPING F14] BALCONYIN FOREGROUND HOLLOW METAL DOOR AND FRAME 0 2 4 10 20 30 *F 5] ALUM.FIXEDWINDOW 'F15] ALUM. CURTAIN WALL 25] F ALUM. RAILING - F 6] EIFS TYPE 1 F1 6] EGRESS BRIDGE IN FOREGROUND - 26] F notused F7] EIFS TYPE 2 [17] CONCRETE RETAINING WALL - F27] STEEL GRATING F-81 EIFS TYPE 3 F1_8] CONCRETE STAIRS ALUM. SILL 1-91 ALUMINUM GUARDRAIL &HANDRAIL Fl -91 RECESSED STEP LIGHT FIXTURES 29] F EXPANSION JOINT "'Fl -0] ALUM. STOREFRONT 20] AL U M. HAN D RAIL AND POST F 36 ALUM RAN CAP AT CHIMNEY F3_11 WOOD TRELLIS-N.I.C. F3_2] GLASS TYPE 1-2 F3_3] GLASS TYPE 1-1 ArchlitectiLre Interior Design MATERIALS LEGEND NOTE: GLASS TYPE SHALL BE 1-2 32 GLASS TYPE S-3 =ncape Arct-itecture Conshiclion Managamt Graphic Design 1 A3.17 3 A3.17 A3.10 (A) #. The Hillier r%,CN23 500Adeldff Prinodorl NJ (1543 -CM 21 III Tel 609 452 8888 Fax 609 452 8332 SCREEN - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ---_---_ — - — - — - — - — - — - — - -'-Ii)0 — - — --- - — - — - — - — - — - — - — - — - — — - — -- III —_ - - - - — - — - — - — - Iii — 'pII �...—i — —_ — - — - — - — - — - — - — - — - — —. -I -I(�I - -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - — - — - — - — - — - — - — - Prin*on N= VC11`arh11rS9=t EL. 3421-8.511 - - - - - - - - - - - - - - - - - - - I Kinsas City Dallas 4 4i I sydney 41h _- ____-----______�_T�ii ROOF - - — - — - — - — - — - — - — - — - - — - — - — - EL. 333'-6.5" — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - __ - — - — Di - — - — - I - f -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- — - — - — - — - — -- - — - — - — - — - — - — - — - — — - — - — -- Certificate of Auffiorizatim L �-- �1 C\1 ECURITY EDA�� CAWRA 10 S `, X 1-11 Z CIO , VEL 0 EL 33 III 6 12V 12 0LE I- ------ ------ ------ ------ ------ EL. 320 -Off ------ ------ ------ ------ - ------ ------- ------ M= --- -- ------- -------- ----- - - ------ ----IjII� ...... ------ mmmommommo Ii)I ._-.-� ._ ------------------ - - f ------ ------------- =-`_- f. HINGED GRATING 10 33 F 3103 ------------------- ------------------- --------- ------------- ------------------- ---------------------------------- -------- : -------- -------- -- - -------------- ----------------------- ----------------- METAL LADDER Signetwe and Seal Professional License N 0 - - - - - - - - - - - - - ------ --- ------------- ------------ -------------- -z- ---------- ::- ---- ------- ------------- _2_ ------------- -------------- --- ------- ------- ------ projed LEVEL A L !;1i;i L L ------ ------ ------ ------ �_ -------------------------t ------ ------ ------ ------ ------ EL. 304'-0" ------ ------ -------------------------- ---- -------- ------ ---------- ----------------------- HINGED GRATING -------------------- (Ili 1IiI(I yiIjjiI CMU LINTEL 1 — _r__ L'_ METAL LADDER ,-, __ MASTWALL) 11ti I1It iI;!iti 1iIIl IiIII Ii Ii Doral Arrowwooid ShedTitle 111111 RY LEVEL B -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ ------ Conference Center (0 I EL. 2881-011 SOUTH & EAST - A& LEVEL B-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - --------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ELEVATIONS EL. 283'-6" L j Date Projed No. 07.31.98 3924.02 EAST ELEVATION Scale Sheet No. 1%dmmm%mmmmmmrmmm" Drawn ri of MEF' A 3 ■wj i 0 2 4 10 20 30 Checked kkCaddIkProj'ects\projectsQ924_Arrowwoodt00,_CADD\Plots_TrainingkAOXAOO.wnd W.A q—- 1 A nn-n1-nA 1 QQA 01998 THE HILLER GROUPInc Prinmton,NA 0 2 4 10 20 30 �wwr M.3 LEVEL B-2 r%wmmm%mmmmmm?mmmm" 0 2 4 10 20 30 0 2 4 10 20 30 Revisions INo. j Date 1 Desarption / j \ 1 08.28.98 ( GENERAL REVISIONS�� 1 No. I Date I Description ' Issues D Archtecttre interior Design =ape Arctiteatt rre Construction Management Graphic Design all- Me Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia New York V%shington Clarks 5urrtrit K -nm City Dallas Sydney I/9l i IP ,�I II ik WOOD SHINGLES11 VENEER PLYWOOD 271, ROOF SCREEN WOOD FASCIAON INTEGRAL GUTTER 12 ALUM. LOUVERS 22 METAL FLASHING AND TRIM SheetTitle WOOD FASCIA 13 ALUM. AND GLASS RAILING 23 GRC COLUMN COVER ALUMINUM COPING 14 BALCONY IN FOREGROUND 24 HOLLOW METAL DOOR AND FRAME *F-5] ALUM. FIXED WINDOW * 15 ALUM. CURTAIN WALL 25 ALUM. RAILING 0 EIFS TYPE 1 16 EGRESS BRIDGE IN FOREGROUND 26 not used L_71 EIFS TYPE 2 17 CONCRETE RETAINING WALL 27 STEEL GRATING �$ EIFS TYPE 3 18 CONCRETE STAIRS 28 ALUM. SILL ALUMINUM GUARDRAIL & HANDRAIL19 RECESSED STEP LIGHT FIXTURES 29 EXPANSION JOINT * 10 ALUM. STOREFRONT 20 ALUM. HANDRAIL AND POST 30 ALUM RAN CAP AT CHIMNEY 31 WOOD TRELLIS-N.I.C. 32 GLASS TYPE 1-2 33 GLASS TYPE 1-1 MATERIALS LEGEND NOTE: GLASS TYPE SHALL BE 1-2 32 3 GLASS TYPE S-3 Revisions INo. j Date 1 Desarption / j \ 1 08.28.98 ( GENERAL REVISIONS�� 1 No. I Date I Description ' Issues D Archtecttre interior Design =ape Arctiteatt rre Construction Management Graphic Design all- Me Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia New York V%shington Clarks 5urrtrit K -nm City Dallas Sydney I/9l i IP ,�I II ik Yr X ^ X I tit tr-�� ,{ ri a Project Doral i Arrowwoold SheetTitle Conference CenternIl ELEVATIONSPARTIAL Date NOT RELEASED Project No. 3924.02 qtr_*�I @1999 THENLLERGROUP,Inc.Princeton,NA SECTION 2-3 0 2 4 10 20 30 Revisions No. Date Description No. Date Description Issues i . > Architectme Interior Design Flaming Landscape Architeckre st ,a,Management Graphic Design The H ,. 0! A,c Princelorl08543-0023 Tel .0• 452 8888 Fax .0• 452 8332 Princeton N NLv r= .. DallasClarks &lnTnft Kansas City Sydney -s r � r r Ait t):C i[i.l rroaad Shed Title Conference Center LONGITUDINAL SECTIONS Date Project No. NOT RELEASED 3924.02 Scale 118" = 1 `-4" sty No. Drawn MEF A 3. 03 Checked XiCadd 1\Projects\projects\3924_Azrowwood\00_CADD\Plots_Training1A01A00.wnd 09998 THEHLLEi2GROtIP,Int nnoeton,N� Wed Sen 16 08:02:03 1998 w OA 1 - i i . > Architectme Interior Design Flaming Landscape Architeckre st ,a,Management Graphic Design The H ,. 0! A,c Princelorl08543-0023 Tel .0• 452 8888 Fax .0• 452 8332 Princeton N NLv r= .. DallasClarks &lnTnft Kansas City Sydney -s r � r r Ait t):C i[i.l rroaad Shed Title Conference Center LONGITUDINAL SECTIONS Date Project No. NOT RELEASED 3924.02 Scale 118" = 1 `-4" sty No. Drawn MEF A 3. 03 Checked XiCadd 1\Projects\projects\3924_Azrowwood\00_CADD\Plots_Training1A01A00.wnd 09998 THEHLLEi2GROtIP,Int nnoeton,N� Wed Sen 16 08:02:03 1998 ------------ ------------ Revisions No. I Date Demotion -111 LEVEL _I- it r- LEVEL B EL. 288'-011 �- LEVEL B-2 EL. 2831-611 E C14 1 0) F 0 2 4 10 20 30 Q 4 9 No. Date Dessrpton Issues SCREEN EL. 342'-8.5" iv 1 Z --- W r e ROOF . ° . EL. 333'-6.5" N (M) (D co--- D co rn r T -111 LEVEL _I- it r- LEVEL B EL. 288'-011 �- LEVEL B-2 EL. 2831-611 E C14 1 0) F 0 2 4 10 20 30 Q 4 9 No. Date Dessrpton Issues PR PR \tCadd 1\Projects\projects\ 00—CAMPlots Training\AMOO.wnd �7 Arcttitectire Interior Design Plarrlirg t.atxtscape Arctaitecttxe Caystrtt on M agelrent Graphic Design The Hillier Group 500Alexander Park CN 23 Princeton, NJ 08543-0023 Te 1 609 452 8888 Fax 609 452 8332 Princdon Philadeip�a New York V�Shir'gton Curls Sumt9t Karma City Dallas Sydney N H l +� Z --- W r e 2 . ° . Doral Arrowwooi (M) Conference Center co--- D SECTIONS rn - • of -° t, .02 T O T Cl) O = LL Q 0 W H Z PR PR \tCadd 1\Projects\projects\ 00—CAMPlots Training\AMOO.wnd �7 Arcttitectire Interior Design Plarrlirg t.atxtscape Arctaitecttxe Caystrtt on M agelrent Graphic Design The Hillier Group 500Alexander Park CN 23 Princeton, NJ 08543-0023 Te 1 609 452 8888 Fax 609 452 8332 Princdon Philadeip�a New York V�Shir'gton Curls Sumt9t Karma City Dallas Sydney @1998 THEHlIfrRGROUP,incPrinston,N1 I .. ♦ � III : ,��,. l +� ,r% t l 1 • f r e . ° . Doral Arrowwooi ShedTitle Conference Center TRANSVERSE SECTIONS N x. iW - • of -° t, .02 i @1998 THEHlIfrRGROUP,incPrinston,N1 L* of M5rf colulTe I ..,--E-LrvATl oH - -ryp! cA L I 0 ri • jr s —XII Reviskm V" No. Date Deecdption 11 PLY 10 Of 1 2.10, 'awe I ..,--E-LrvATl oH - -ryp! cA L I 0 ri • jr s —XII Reviskm V" No. Date Deecdption 11 i. I f eL.F_VA7r1ow_LfpicAL i I IL y ..t . .i� Arctiftecture Interiing qr Deson Plann LaW=pe Architecture Construction NUnagerhent Graphic The H 500 AlTendaMrrk CN 23 Princeton, NJ 08543-0023 Tel 669 452 8888 Fax 609 452 8332 --Princeton 'PNewYhiladTia X1 r _ Was:?onCla umma Will 0143 Kansas City Dallas Sydney Certificate of Authorization EDA A- 933) Vb V* VE, Glib. �L t �''41 _'4W''WR_ iAVO: AK Tr 0 # prolect IZ4 TD0, ftW NY WNW A. 1 mum 1W 'W* � - wf is I f eL.F_VA7r1ow_LfpicAL i I IL y ..t . .i� Arctiftecture Interiing qr Deson Plann LaW=pe Architecture Construction NUnagerhent Graphic The H 500 AlTendaMrrk CN 23 Princeton, NJ 08543-0023 Tel 669 452 8888 Fax 609 452 8332 --Princeton 'PNewYhiladTia X1 r _ Was:?onCla umma Will 0143 Kansas City Dallas Sydney Certificate of Authorization EDA A- 933) ZMP�VAWA prolect NY WNW 1 mum 1W 'W* � - wf is j-' 60HOULP �4 AWM, -WISWR 4tom.. ii k 22LO- # V9 L ZA,i wI Own -V =* ule 1rteroesI�g n T - Punning Landscape Architecture C ruction Management co SW Ale -un rdertic CN 23 Princeton, NJ 08643-=3 Tel 609 462 8888 Fax 609 452 8332 Princeton Ptlade roia cla:hjxuOmft m AWM, -WISWR 4tom.. ii k 22LO- # V9 L ZA,i wI Own -V =* ule 1rteroesI�g n T - Punning Landscape Architecture C ruction Management G=0c , Design SW Ale -un rdertic CN 23 Princeton, NJ 08643-=3 Tel 609 462 8888 Fax 609 452 8332 Princeton Ptlade roia cla:hjxuOmft m Kansas City, Dallas Sydney Cerfiff,cate of Mhorization EDA BERr 0. 9339 E Signature and Seal Professional Ucense No Project II SlIdet We M'ON4 i ]Date St" No. A7 Or"n Checked 0� L�j4 ;.Ivp Of (Tfptl 11iG _491i5G 1-61 -n co, ► 716 L. r i + 2C}t-C to .^2 I I Art- (17A) DescrIption - �__ M SII AtchitectUre Interior Design Planning Landscape Archtecture Constniction Management Graphic Design The ttrr SwAlOcirider CN 23 Princeton, NJ 06543-=3 Tel 609 462 M Fax 609 452 8332 Princeton Philaderia Newt Wash' an ClarksSummit Kansas City Dallas Sydney Certificate of AtAhorization ED A,9, Or 93 F Signatme and Seal Professional License No Project fv�=K OfMalmre Tkt4IMNq AT' 90,4L 4WHHOO OK�e t)WK I NY, % Date 07/ 3 1/ 18 Pro*t No. , i! 2!11f-1!_ No. J v Checked z v W7 Z 0 4 Oki Av Art- (17A) DescrIption - �__ M SII AtchitectUre Interior Design Planning Landscape Archtecture Constniction Management Graphic Design The ttrr SwAlOcirider CN 23 Princeton, NJ 06543-=3 Tel 609 462 M Fax 609 452 8332 Princeton Philaderia Newt Wash' an ClarksSummit Kansas City Dallas Sydney Certificate of AtAhorization ED A,9, Or 93 F Signatme and Seal Professional License No Project fv�=K OfMalmre Tkt4IMNq AT' 90,4L 4WHHOO OK�e t)WK I NY, SheOt Me Date 07/ 3 1/ 18 Pro*t No. , scaleSQ IF All - No. J v Checked I 4 1 1 f i • T 111 �•� _ { 4;, J _ � N/AL40 'V { f; ,c r , `tet rii�� i z x 4 N. f Ira ToU a O . U ]i�}j�f�►� py��yrr �yyrs� tt/,��{r �/� }� i��} �jrt� �j�I �#r� �M{{,�%y�,/y q�rw}t(�ii _ �. � .,. .....- ,'! tlV 1'll... �.'��i T,+!.4C�!=%p��.�1.off;�il {'.r.! i �I.lr.,�if�1..7�k!7-�..�,.. ..: ....-{.:-ice►,.:..._... y tyy� p= "M MEM111 1 POMC coS.` r Qd N Architecture Interior Design Planning Landscape Architecture Construction Magement . �'ata}'�'rlfi Desn' The Huller t3w� 500 Alexander Park Gfit 23 Princeton, NJ 08543.0423 Tel 609 452 8868 Fax 609 452 8332 Pdacet:#opn PhiNawia Man Clarks ummit Kansas City Dallas Sydney Certificate of Authorization ED e o• 93SS .r signature and Seal AL Professional License No Project plaim TWNWC-0: iy Sheet Title D7/ 3 i / `,?j Project No. Scals Simet 140. r'r - Cited" i 1% 3 S; . ---.--- a� k " q )t � kCe C A(ZE 1"D P�ETA i �J I E)c I -ST1 L -3G (2,1vOf9Pr--r 4 PA�e- 0 , NOTE 0 T*&' . � . FLAS41LZ=*5 (a FARAC'M U�j'oAmkc-jeo 5,,-y T;emcurnc *fJ. . - '.. � � : . I . . ... ?., . � . '. . . , , � 1. . . . - -"'---'*- . I I '. � I . -* I . , ,� . I I . .� * � -'L; I '-* , I I . �.- . ,:,'c , 4 1 ! ,��, L , .� I , . " - I� , * I 1� I " -- , .1. " - - - ,� :; �, , 1-�-,,,,, .- I- - I, ,.. , , ". : . , � I ; ��., . :, � I , . . - ".. . - . . � - ;�.' . " ., . -, - ,4. - , , . . " . ,*r. , .r s,-.! , � . � . . I � . I , * 77 ' , - � � .. - . .." . , � * * ,* �.* , - �. , - - ': . I - .. I . .. :., - , - * . �. I .1 : - 11 - � . ;. .. ,� . _ � - I ... - Cott t*X � . . , . G "'J , � -. � , ..; , � I ., .: 1, Ovc ,". . . '. -- , -- - "", � . � .: � . . I -.. - , _ _ - - --.- - : . ..- 1i JA`* ,� * * , - :�,., , - , "i�"** , I 1. . - * h� `1 - � ..., '. I . . I ; N� ... I * , -) - . - i --�- * * , ;----* ...�--"*- -1, > I - � .. I I . '.. - 5� ".... . � ..: �*"�:_,, . , . :i-- � r'. -, , ... .. -. � . I .�,�-,*-`--�11 . . , ! -J: . - f 1*-."'. '1�vl I , - � ...'... --l..- - . . .. 1;1 ., ...'. -, ��, ---� .. - I , - ,11 �t - .-I-1-11-1 , , I r-, L <�,,-�,W, , . � . � It ..... * � -; 4 I,, t - I � - , 0 , , , �l - ,-I q, -. ., - " , -,:- ,� � - . �4. I , 1. .1 I "., ��, I ,.- .." ." ,"', � I � .11 :;I, . -.--,..� . .. ... 4� �p , 4��t�� . � . I 1: - 4%. A� 1;�7�---� I. -� �. ,,,.*. , �' , " , -- , ....", ,,A ,. - - I * " .�. - - - .-� it . " *1; ? . .�.�.%-.� �; cl, ,--7-.";§*. . f � -�--,--* -- ,,..I �-:%` - , . �a ...- �, 1- 11 -f .. I -- �*"-*' "- -�,�� --, I .-. * , - -�r. .1 I .. � ;1 '.... .. .� " . , � '� " � .�-�Z, ,-....-�, 'p . `� -'. - - . , . - - .. '. ,.� I ". �� I ?-�-.- , , * I - ".. - , - , . � .,... e7;k, * """ ,::;*�";, � , -. e _ - * I 1'. ... , � . ,;. 1, I ...�l-,v � ....- � . I� ".- I I - ... � r.. �*-�---.,�, . I - , - , . ,�� - -:�- .1 - .1 . -� .,. : � %�.- ..., - , % 1. - . "' I --�, -: I 3P Z-'.* ,-F' t- . -�- - 4, 1 ` - , � " . ,�- - -.7 " . � . _ , _:.� _ - " I , , *� -* -,; :* ".--j; * , ��4 , . � .. � _� _ . . ,*', I �; .; I , � . I � I . - I � . . � . , -� I'- - -, A< ., -4-i� 4, - '�,,* .,---,4,7A-,.'�,1,'!..'. I., :��,J -'-� -�' I, . I �. '., .1 . . .* I � 1. I . � . .� _-� .- . ., , , -,�)Q,;,, ) - - �, �'. � ,:... .-.., ,, ,., � .1 Ft. -;Or III=, t. '. .� . � . . .,. 4 � .. , I. -- , . - -, I .'.-O.*- - . �.�:,'. - I . . ... . ... -I - 1. . ., .. * - -1 � . . . . �, .',,I. ' .0 7, .. , -.�. �. . - � -. I �� - 'I ., �r; . . I I - . Ir . . �, . .*�L� t � .. �, .W� o . .- '*.' ' .. 15. :. � -,-�. � - I :,� .:.%! ::-,- " � .?64�19V L . - _ - I 1� i . .. . . ;- I. ".,: "... - .. - . z , ; . ,f. . - . t4� � - 3, - --�t ;,4."---4 ,;:. . , , , - I . , ;111. .., ,I. I � . . I.. . .0 . .� . 1 . . I - , - 44. V. ,.,: . ,,,, ., .. C:;,:P;-161- <� -,v *c I . / .. , , , , I I . . -,� , ,-' _. - � -:�T.t-,.-;I-%� �- ?I " -'.. - �:-.. . I - . ,-_,., . .. I I � -�-��l 0 'Po. - - - - - *'A.14. 15" iI,-Av. , 1, --� - � : - I .� , � .. ,- �7' .,: , O I . � . .. .� .�, .. � 7. . . .1 L.- C, , �- I.- .1 . ... � I. . I,* - -0 . . . I ; . 4 ! . 1*11* - . ... , - �,� � .4 - .t. . � �": , '�,--- *�-;!�-` - - � , I. ea ?� 6I� Lt'!�TY-Oc"T1,0!j : * �' . , - .-'. Z.. I--_:,.. , - 7- � I : , I . . I, .�, , , .. , - , - ^ 1, ,-� I - '%;� I � . . . .. ;.. . 1. - - - t ; . :1 . . ! .17. 1 . . . . . � " u -,,r, -'P .P.;,011, I , I 7 'I I.....�� . '. .... .. - " . :- - -- � "; ..." � . . - ;� . - - ! - - * . .,� : , , , " " -Z� ... . - .. :*.*, 4. - � - , -.1- -, - 1�11 , . 'A' :% . go- � , -. �,-; .- � -r. .--. . . \ ,:. � , . I . !.. �, . . . * - '. * �-* - - .:, , . - - , , , * 'I ;r .". .��7�11,-� . - - .-..;.* I - . , � I -� � 1�1. - I :." - . A - - . , ----141 . I . - - li . --, � * , ,,,,, --- --%, ',,--. � . I i4 ; , . . . ,,, I* , % 4 - . .. I '.. I . - " 1*4 - - . . . 1. -�,,�' - --- -, ,. - � ;100 11 , - ;�V-1 . �- .. - � - - . � (2tMAD vc- S ( Of Aim , i".,.*":, , �; .n 1* -, .. - .. - I . .... . -5 , ..4� ., I - , =-- . t. '.., . - -,.;-.*,1',-i,��-!-, - .,. 't , �`, - ,,C..�;;�,.,* " , , t I , , - * , - ; , 't,': ,-**;,;-,- -�- ',R;�.,., , , � \Z.:" - * I ., -'-;...'�. . .-!,-.-.%�-.��, -cl " �. - - - - � I ��. , �-. � :.�'.. --,-,:-;,-��,.- -.,,I:,- *.. lu-,��'Nli-:. ,-�� , , , . I - - -� .� - �-!�,A,.;,;� 4� - , V1.1 ........ .:�� - .,-':�,!,:-"--.�- , ��,.. .. i . � .:: -, t. . I � , " " :, A- .. .. �: . . --,;-tt:�;,�", .1 - A 11 .1 - , ' L - .., - ".., - � �,-V- --;*t-�* . . �, �� T, i� 1-'41-:,-, . . � r7 . , - , - -'� - " � L. .. !-�-: , 11 4- - .. --��i?-�-'.I�f-- , I � f .-�, . 1%j . 1. -.� . . , - � I ,r*tm .. � - - -:- .I- O.J.71 -, � . - .:. 1-11� , - -----:.�.. . . , -?- r - I. 0 .. , I ., .. , * .. ,. . � - - -�ii!,. . .4 - �;., - 1�-_, � � -, - 4 , I � *- -,--*�', I ..I . I , - - - ....;--. ��.'--- . � VA P ic P: v �7-, - * , �,� , , :- - *. .,,.I - , -�. .� - � AA -1 ep I - . . * * 1;-.1 . . . . -- --.-,. I - . -... & -- -� �-j * .� '. �t4 , ` � . , , ..:-, %:-, � - - .t", - . -;�. �'. --ir 4"..I. t , * " * , - ,It -.. ,- ", � 6, , 1. . � - - - . . . . � , . III` I . . I..,, -101 14-4:, ,-.Z4.,i��.----t- -V - il --.,. . - t , . , �, , , " 4' " � , ;,i; - ,P-` ?I.: NW, . --.,:t :� � . . I . Z I , .1.1 1.� � . I z - I! - 1c: ;,_. I , �� *1� , I ` j -* . ---- -i--- 17- -; -,�- .-- - � * . �, I �? I - - - . .-.-�� ( .:. * ** * - �q . il 1. L..- ---,. -----!-',-* .. - - -��.-.--- -,', -,.- .�, - .4- , - . i ---- , � , I i� ;A I 0. .,r '. -�� I i �:, . ----. - .. �.. - - .i,,:�� .1 , '. '. " , ;. ,:. .. . - :----- ? - - - - I , . . L . I. ---� .�-,- *** .-,7 � . -* " . - I , , .. , ,- � �lt. . ; � " " � I I ,.- k, . I. , , - , � t , :j . .L, , , . % ... . " ..: %� - - .., -, . . , - I. - - I . . . . , , . - � 11\ , . . " r . , ,�-;i- .- . ..- 1. IZ 4;w . I I , - " I , � 4; -- - - - . . . . - , , - � , . I .. 11 ;I :, - V- -,.- , , - . .., . 'j'. , �11e� . I � , .. . , 'I., I . � , * �*: "'; - � I i�,�� 4 , L.� t;,. I - , � ,A , * I , 1-W. * I . ;I � 1 .4, - .;. . - _-_:�� * .. - , , ; � i � . . , - .*I,.-- - .. 'P �, .: :- - � � . , - y - -�p -4� 1 .00 ,:�.�,jc* , , - . � . . , . .� � ipA (Ifnv e w P� I . .4 ff I I . - . , � .. I � ,:' . , , �. , ". ., I It :.:, _: i � , . . %`I. . ?, . .. - . .1 ; .:,:, * , .. , 4:::'y r, i� ' - � - -, , 1. . . 1, . . w - * I,- - � , , , . � ". % .* , , , jo . . I . I .. .. �, ., I I '� . � , , , I . �' � . � . I 1 -1�4 I-.,,- i/�j, I - .. - - ,--, � �� , - - , - . . �: �'%_' - � �1,i.;� i ,. . � . ,, � �r; - - � -* .� . . - � . . .. - �. . .4 1. *9 -. - I I I , , . �.t . 1. ./. . ,- - -. �,.'K.*. , *-*., I . , . " , , , � , . , " . / . : . � � i . , � - , IV ..,. � . . , . I .. t , � ` � , ". , . . I . !. , ,:W�-46` I 41-1 r� - . S . �� , -�-e-�-- � -��-, . li - - n;I -4 ppo,c- 0 f4 �, . . �.". .. .. .. I 1, � V-1 , . � . -,�4�-�, v :--�v Ay f, ?� � . . .. I - . . � .:. , � , ., . � 4�� * - ! - 11 '. .-;-_*j:,,-' *1 ` ,* . . 1. � .�, � I . '%. 9 I , * , I : -1. " *,e -,Z:-, - - I ** " I ", � #. . I i - ,(f '.. " -,� � : . .* �. � ; � ,.., -t - : � I . -*. I*., , * , , , . 1. -�'11 ,-1- -; � *...%.I. �r . -. - I . I " � ,,�.:__,, . , I :v %�. * � :. -- -, ...t .1 ,. . - I -, .. - . * . , - :�-.'-. - , �� , -i��r, 11'.�- *� - .� t . , , I t .. . , - t ., . . --- 7. 1 *: , . % i, . " .1 i: . i , . ,iI , � .1 .V., 4- 11-?_;��. - . a .., - - .I , I..: , . * . I . * t. i ,:, . , - - " ,,, - I . 1, , � � . -� I , ,��,�O " I *;141-1 � -- -- . . 1. . � , , . � , - - . .: r�� Op e�, . . - i , ...." :--.,- . � �* , � . .. I -e i -- . . . :i . - I , -� - - �-- - -� --k;*! -.,--. - , , . -*�, * .--* - - , - .?- - . %.. .7 .4 .:, :1 - . -- - -- � � . ** ; .14 - -r- * . ,,� -- . -, - , . .. �,. ... - - ... ,,�--, �, , - * .- .;1!II ., � 1�!* ... - bi , . I . I .., . � . , . � . , . - -, -� , � 1�'-14 , 1 . , ..* : . I * � , � . - � � -:% ".. ,- - -- - - - - -*,:� -,,.-.'- ',� I I " I . ,� - ,I : � ! . .. -J�, . - �i , -z. . .- -..,.-:.;,.- 1I.., �� - - I . ?,.,:,.-, .. - ; �.. .� -, I I , " . , -1* -- . iW , - - ,� , . W 4!� , . I � - I % � . , ,., -V ,�4�;. " � , 1,� * . I I. I:- : . , �! 1. , . i I �'l . : .11), '. . � - :..--:*- .*, ,I- -,,�, 4 1 , , " ---',� *-'t-1 c . - - " `,�`�� ,- .. --,r� . .4 ... . I . , . : �- 4 - , , �., ,;, � " * I ,.! , I � I � , . � I - - . ! 4. ... I . � � . - , - ,, - t 1, .1 :, I � .�, ; .. I . . ...".: I . .� I , � , -:. ". - . . � , . I . . . I . . .9 . , "... .. . , � - f - ; . * ;- * V.- -1�1 � . . I � , * . � , . .� . . � I . , . �. ., -, . �41, 1 , �` :*� I I I � .-.� ... I * , I I ". ,- f - - � I � -n - �, . 1`1- - O :�,- - , � . . - -- ' - - ' - , - . I , - , , �A,� . - .,.' L-* .. . - - . i � � . � , "" I . � .. �- L '. -;1 - .,.7.;-`v*-.-�1-.,. � . . .� I , I � ' . I . I ,� I . ... . � '. . . - .. I . . m'. - I . . I ". - � - .'. . ,I I . .. . - , - * 4! - .:-,. - , -... - % �, -�, � . I :. , ; , I . 1 -4 . . � " '. I :, , ... 1. . . I , . * .,,A,'�' ,,�;-. ,�r . � �. . .,x* , �, --- I -- ! . I - - � . . . - " , � , � . , . , . , I.. I . I . . - - . . �. . I . I I � . .. , . . . 1.u.1 11 .:. . , . ..; � . . I.- . - - , ** !; I � . . ., �. . , - I . --'. -`�-`-* - - .- " . - . ;! I�t.;,' � * I '. I , , . - -- - I , � . �--�..,--_�t......*-..... �� . :`.- - .. � .-.:.-; , -- I.- -- I I . . . I . � _!, �� -.. --, � -i - * - � I . . - - . . �. . . . I � - .. I . fto - � � 1,� : .... - I . . : � . .1. . .. . - � � .t� I *� , . , I . - 1. - - 1�- Q, I . i,i.4t-xA- IT u�:l -�,:��*�;,', I .f. . ;,) ., ... ., , I * I - -�-- ', /: - - .. , � z �.. - -1 - . I � . . . � . ,-,----, 0 . -;.1 I 1� - , .1 ., . : ... . . ., : - -� " �', �--- *. , ., .; * .f. . " A � * I; * . " . , . . I . . � . . , . I - .� -* -! ..,.. I ; I !. � . 1* -;.., t ,- . -� - ., I . ..... . . .. � . , .. �, I . . .. - I ---' I : .. '' , -"-7i��t � .. .. i.-. �, - -- .-4 1 .. . � , -All . . . I � � . . I � ,* . . "*r J!" . . - . - I . . A - 1, I � - 2. � . . �! V�- *, :.. .!. I.. , 4 * I --t ; -', %. - * � .. * - .. , , * . . -, . ,,, - . .. �4-1 - ..- < V �. I , - �-' . . I.. .,: - . - I .. . :.. 4:*.�- - , - I - - - �.# -.� . . - ..- , �- . . I , ;, . . . :��'! � , :%."-* --4... --. - * .. .---.--- , ,�. � I 1. " , , , � . . . '�- - .01v .,� I .`� . I . , , .� 'Y � I . . � r- 1--i;i-.Z-F',t .�, * , ,�'!2E,';--` lc,�-�:-�:-.-:- 1. � � -! ---," :J *.�� -. .--> .. , , I - -.* . ";- , , , �,- -�-� V. . -.,,% �� j;. . I �- , 1�- I , - ;i .. . . . -:% I. "4:. *.-',.- �:-*� - I , . .,h -,Z��, 11 - ., P.&K 0 ve 57W .1 �-,� i r'. - * 44 , *' -.-.-. 1A . -F -, -.:-,, fc. k� 7-1 -': �.r 1y:4,(;-' - L1. .,-,,! --- - ,4, ,:,.-�".:.." I: 1� I�;-- "" -� - 1! -- -.;.�.t- �.. " , ., Z, r----m6i`�-�-- . . "L : - . �� I .... ��.- .; �:.*: ',�j-.N.-,,'-* . � � . I. ,� , ., - ': �-�.. .. -e�--.`;,.":�- - -.----- . '� - -. .1 . - . . 1. � .., I " , .. �.��.-'*, ., -" ` I " , "." . . . * . *:. :: . ( - -,- - I , 1-1. - .. - . ..-. - 1;�:.V.� I ,I '.. . *.. � . ; ,;, .4., ,�, .+,, � f,-, ..,-,;. , , " .. 1:, . . -,�; I i . '3-1 ""! I I , . .� - .. . ...'. 1. I ---,---- -.-v - *. - .f ; * � . , um", I", .1., -, I , * , .. I q ., , ` U/A-V.... r . -Tv P.. . � , t . , , -�111 - .1 i) i - -11- - � - - -. .-.A --� . i . . .-... . . '. I. � ""e --- :;!�A,'-.-�,- -, I � , . I . . ... � 8 .'.. - .vp)l ..., I ''I . t . � 4. .; .., ,-,�.-..- -%, -. . . . - � � -�:--- . ,,� .�, 4 - 'I, .,;, -, - ?� .. , t "., - mmmumm-mumm"" .P. I ...:, I � . '- , .- .�., - - - - :, � � . . . - , I I �. . I . �, , - I V, * . .t * I � �t' * '71 ?11-� . . I � � - I - '. � , - t � . ... I . I - � 1-1 , 11:;-4 ,� , , , - 2 � I . I , . . - t t! . . I * , -, �, .. �* , , - * . � . I I . . : - . I , � . , _�- ,-. -,L ,.- I I.. .t , * ." . . 1. . �?l . � , ... -%'. , ''I . . I - - -, � .. , , � , , :1 - I v � .11 . * 4 i -- r VV-gl4�--,�-:,*: .,,-- 11 - ! .. , I 4 . � I . , . F , -4 I I � . , .. . I -. ,� , �1. �,. : I -.- . � 11 I . - . T11 , 1, .1 - .. . � - 7 . . . 7:�j - - I i . - -, . t;A . , , .. .. . , , t * I . i -- -,-:'. ,. . �t,'�**�;�..I_ .: " - . - ... .. �111 , . - , .? .: - j I I � . .. . . , * . I .e. � . I -,� , , . - 4 � � t * -:**. .,.,, - - -� . - - I - - ,,� .�.-'.-.: It I c -�-!� : ., *�. , � . : i !r � . " * * ! 19 '. - - . . I I. . .. . - . ., ... --. .. . I �, I - . �` �V'"., .'I . -.'�,,, � . * " . ; � . , I I . I � . � -;, - - - . - - 4 I . , � . , --, -; , * -T .. .... 1. .. e ; . .. , . . . . -4- -� , : ..,7 �. --�t-- -:,,�:��% �� . . ;- . : .* ,� .1 .. "7 '. . ; -� .�;,��-�'111 . . I . -:'-.��*, -.'. ;.1 . " " . ;I, t I . , I ,�;.* . �:--,� � I. -1 :A � � - . . -, , , '. � : 1. *1, * � : , . .. 1. �- I- , , �. � - . .. , -��: %1. t..*.., -�.7' . - , . :4 � � . � �. ;-� . . 1, .; . . I . � I � . , , . - � ! � . - , . . . � � * , . . I ", . ..I.:. , *� ..*,. . , � - -,.- . .. - *� � . ; . . � � . , . . il . . . . . . I .. . I . . . �, .�- .. I . , : , I , , 11, . . I � � . " . . I - I . - I- I .;-- - . � - . I - , I , . * : �,;-fx-,.�e,��, t � . . . . I -.--*, I I I . . ; ... , X . . � .. I .*. �. 6j6;, -.-I - '. � ; . . .. I . . � , . . ,., . . *N..**- , .:. *, . . - I, I , . . . * .. �. * I I . . .1 � I . � ! . . : . � .11, . - i, ***- * - ". . I . I . . I `�Iz ."N -.': - * I �. ; . . . I - ! . . . :: I. I ". . � - , i I I ... .1. , I . I . I . . ., ei - - .- - . ��, -T,.:e 1, ,.."7 1 c -... . -*. 7 - .."S. . . . I I� i � . I . I . . . I � ;P'. .. . 1,; -, . : * I 1. *. . I . .. 4 , I � . . I . . , iI, * 1 -.-'21. * I', I I ., , *,� - , , ,- .*P" I . , , . . . '. .1 ...: - - ,'. - . � - � I 1. , , , 1. . 4 . I , . . � , , . � ; . I . -1. '*I- -,� t�:.;..'* , . .: .: 1%*7,! 1. - . I . I . � . . .. , , . . .� * ILIP * . . . . . � .. - ,; . I � ., . . . . - -7 : : I . . �': .. I . � . � . .1 - . . . .,- -- --o ,.'.-. .. -j I. I � , . . . I . i � , . '. 1:i ., , . PA�* . � . * . . . 4.. I � � . I I I I ;-..'. , . �. * . I " -I' . -�,:, . - . . I . - . I : . '4 , . . '. I , 4 t4.-, . .,.,;.. . '.. - 1, �: - -1- ..... I . -- , -.1 . - - %. I . * . . . I . - I I . � . I I . . , I 1- - I I - .t. -S., ,..- -..' .*. ; -,�i' �,* _;, ,!,!*. - I - * , '. i I', .',.,.1, .* . .... .1. .* - , I ". 1.! ".. �., --�zx;�-. , t. � -. . �,,- , -1 �. . . - ,-, -*. . . , .. . . I .. , . -.j. , * . . I . I I �-,i---,-.i----,--- - , 1. -1 � , . . -, . .. ...- . I I I ; . - * , , I": , . `- -, I I � I " , ; :1 .. - ,--, `., ,.,. r"'. `-I , *< f - , , , 4 , f . * X. 1. , . I : , . . , . I . . . - 11. ** . -*� - . �4: e I , ... I . . I I . � - . . ,1-., * . - I : - . , . . . . .. I . i - . . � - I I .. . - 1. tv� :75-1. I . . 1 -4 1: I .1 . - , i - - �. I � . . � . A - -,.�Zr�, . - . - - . . . . . - t - 0�1 * .*O I . � I . 0 . * , . . - - . p ti . . - - - I . . � . ; - - , f."It- .. *.!'. , , " ,,..: . I . . * ' Ll / z . .. . . ., , , -. " .1-7�1.-t..� .: I � . I . . I 4- -; < . F., . . !:, . . J�f ,, 4 _ z . I � . I 0 - I - '? -.,:, , "e� ,.,- ! �, . ... . 'K - - -, I . ! . , . I . . H I . - I . I P-004 - �'."'*" . F I _,ii�l . I ! j , ,�, . . '�'. -- . I . i !� . . PtvAA 0 V I . I C.". I ! e�,-, - -- i P - A *:; �t . . , IV', kl',,��!' " -t ! i � . , . " I , , ".. - 1. I � : - 1 4&j1;11L�---- � * "'i 4L i F,-,�-- 11-�w - .. I . . r,** , I-, - 0 *. 11. : - ,,- v-� - -"7 "! - , I -6 I I . . . .... . I. ,,,W.. 41. : j: . I !�oI " . - .4 A FAAOA 0 .! � . -14 S , I - -1 -I',- . I . .-. -,P.4 . *_1 -i . - . � . . . . .,. 7! F ..;k. --I- - , - .. * 1. I . . .. : i 4 �, I - I z j . I , 0. I . 1. 1: - I .. . . , .. ; L��-�--] . I I ... ". . : � , t - I . * - � ,� �,�. �J. I � . fi. I - *.**. I . � . -- - - I - 4 �F : , - . : .; 1. 1: ". It - --.. , - � . ; . . . . i . I . ,., - - 1, I . . I I * . I . I . , 4 !. . t I ... . - �� ** - �. . . I .: . . . . � z - . � �r f , I 1, . I I , � �� . ! . '. * Z, ... .. - -.Me,./V- Smic- S(LL 1--e,-��-t` - .- -- - I . `I� 1� I - , O. -, ,., ,- - 4 1. .. : , . 1. .,..; - - : . : . � ,:."!* . . " ,:. � ,.,. "'. It i , 1, : . . I I . 1: *- . ; . . . f. , I I I . , " . . �' - ,4.. . . 1, ! , - I * ... �, , , , , * - .. .. � , . . - � I .� . . ., . . I . � � . . � - .- - ., I . � I . ... I . . ,;..,:. . � ., I; . � . � - - 1: . ;,. : I , --- - . . . . , - � . � I !. - , . . . � . ? -- . .. - . -- . I . � . ( � .. . I � , . .11 : . .. . . .., � 1. � .. . - . - . . * * ..'�. =* I.. *1 * . 1; - .. � .. :% I � . . ..,. . - � ., � . . 11 .* . - - .:., I 1; . _ . .`,. - . � I., - '. , I 1, .1 . � : I , . 11 I '- . I . - , - - �-, * %. .� �' , " , . *- I - � .?.�- - � � ; -,..- . : *" . I m * . I . . i � � . I . . I . -,, . I " - I ", * , . ... I I I . I I - . I � . . .. . . . . � i .: - *;. it I � :.,.. .. ; - , , I I$N - . �, -, . � . . , , . I . . . I I . : $ ; .. I . . . - I I � 4 . . % * ; . I � . � - . I . . .4 - - .. , * . .. I I I � , : 1. � .1 . . . . -�, . I. 1. 11 - , , I . I I . , . � I � . - �.,- I . . I . ,!: ;,. .., I , I - � I � , , . . . � i I . � . I 11 � . . !. . I I . - ' I I � - . � Fp*�' 1 . , . I .11 : I . 115 -04L - I ;-, - .4',*.,- -*. . - 1;* . . - . -, I * . � .� --..I.�-i.--,:: , .z .. --. .. . � . . , ;, I �. .. * '. - , I . .- .� I � ... .; !. . . � ! "..r -I.. I : . I, - -- ,-; I - .-.- - --..- . I. � , 11 .1. .1 , . - ---, I-- -1- .1�'ll.....",..��'..'�-�"-'�-�--,-.",,-�.-.�-,."�,-.,.,..",-�,-,-,-- --.------------ , . . . :�5p,?14-r- W gr:;�- � - , 'O -�! - " ..." I ''I'', -.1-1 - . 11 - I . � I., - , , --' , :. j - - - . � ..... , . et, � -... . .,;, I - -el , * , , . . ^e I . I ,,, � ,� � . , , 1. ; � � I 1 4' I 4 -��--. - .,... . . - � . I * , , , ",:" . I . . ..", . . , , -- . -- - i � * -.-; - .,4 i � . .,-.�, * 4� - -- *. * ) . %di - � 4., *** - � , ,I. - . I : -1* � I , 4, , , --es-rr-Hal e;lep I - I"-- .. . a. I. i - , � . . . .L -1- - P-, i-- I- g, � . . . I .z.- - - ----- � � ..S::a.. , . ." .. III � - . I . , . '. -, - - zr- . . .1 .. t ... .. .. - .. - . - . .... ... . . I ! . . ... - I � ! , -� . � I .. 7 � ., - � 'I , I - I- . "', � '. . , . . . . . '.' I - : . . � ,,. . I , - -� I I 11 - * , , .... . ,-"* . . r . , � � , *� .1 * .4 -- " .---�� I I .. . � � . I : I 't ..6� ; .� �. , , - � . . I . � . . I � � � -� , - � t. I .1 . � . :� I- - , . . � - r-1 - I ! ! I .. � . . . .'. - - � .,. . . ,;� ... I . 0 � . . .. � ', � � , . - cp*. * � .: , I * . � I I � I : . I . .. ,� � . ! . �' . I , , , I . I I -- -, . . . I' . 1. � . . - - �. . - f t � ". * , ; I 1. . .: . , .. ,,, : . . - , , , , - -, **� " , I . I � I � . �� :, . - * . . . . I - , � I I .- . * - , * � � . + � ,4- .. 'j. ;�'.. � .:1 . . .. , ._ , ! - .,i;,j ^ ; * . �. � -:.. ..-.' * '. 1 .. , '.. V�,� -. . ,T-1 t � . 1 4. O �: -4 : - - , .. " I . . . ! .z. : . I . , * . � . . , . ! *1 . . I I . � I I . I . . . . .; VA -1 , I - -.4. ., � I- .. . . . .1 " * . . . � . . . . - : *1 I , I . . J.. , - . : . . * - - * . , ,:- - - ,.*..'- " , * . . . . 1,i � . I , :1. .i�l .. . . � . .. v 1;; .I . . . . I U.. , � . .., "' : I' '.. � . , 1 ., . ' , *�-,: * 4� . '. , . . : . . . I*-- -,- - � , - - --.- - , .� , � , � i I , , �.; . .. . , � .1.4 ;. - . . - ".0. *�, I * . I., , . . � . . , fl. , . I - . � . -.- �- -i- � I I . . , "I � , - P. 1 2 1 i I , . . , 4;: 1 - . ' . . .. : 1 I" - , . , . ". �.. ... - .. . . .: , I . I . . . .. I . I !: ., .. I . � � . -., .. I *� . . .: . , .-�,41 --------- . . , . . . � *,� - , 1-:I1 * , I . .., * . . . I:; ,�- I -/11 I I . - . � - . 1, . .1 - - .� , . I.- I . : .. , . I , , . I - . 4 : , : - . � r 4, I . I � .. *.",:* . .;. . , � -� O'. . . - . . I .. I . I I '. �1�k , � . � . 1� .. . � . �-. .. - ... . .;..-; .. � . / . I- * - 1 � . , . . . . I: 1. . , . .1 �*.*. I ; FM .i.-*.-, , . . I I., 41 L;00 i . �. I 1 64 - * - ". N , - I - - � . ---- - , -1 L�� . . .1 ) , �2 - C11:1.4el-I '. - � .�� " , , .., . . . . � -- - I i�,e � I . 1. - .. . � - f . - J. . L. - .. ., :!: e � � : % � I �, . A. � . !, i., . . , 04 - �:- � " * I j -., *. -,, " ,- � . *� � . . :: 11 � U - - It � ", - , '-f. I/jd ,�J- - * I , . . I Af*' - A - 4;� J. , .. : I I 11 . k � , .. , I I , . - � .... .. . I - 11 r 1"..'', . * - ,,i , L I.- 1� I . � -I - .* . - , , I 1011 1.100? ( * /-;:� .- -- , - .1 -, -, I I '1P . :1 - j - I ; 1, I I . ,��7 � I I -- �, I */ � *-1':-,")"�1 *. 49. , ., . I , .0, / " ?.,\�, . � . , " , , , I - . , 4�% *-I �, - 11 � � ;�- � , I * . .. I - , , , � � - .. 1. I - * � .4. �' ! , , - , � j,� ., : " � - - � I . . . I .. , . I � " . � . . . - i ��, '.- � - , - " , I I �,, .,� , . � � 1, " I , -.'. 1, ,,�,�,� , . . �. ... I �� . 1. . , It *5* - , I .. I 0 . . -- � . ., 4 1-4- - -'� � . . ; I -.1 I --------. . I !, I . :, I . , , I I . I � I I . . , . t I � --? I . . I � :.. - I . . '. � . � , ' � L � I - I.. -I - . .. , ,:, , .. , 11".", ;� '_ -�" -.- ` , . , '_.;._, � , , � , - I , - --------------.--- - --.- I-- . -1-111---l- -.,---",--"7 1-1-1-1-1.. ,�.-I..'�-l'..'�.-�,.--,--.�-.-,--�.,--"--�.�-..,.,-.,�'..� ...... ---1.11-111-11.- 11- I ,w � e. . �., I' 11 I I 1*''I-*'', - I'..,-. - � - I _ I � I I r - - . �, I , . � I I ...- � 1--4,�----- ; �'.--. � ; , . t -, '* .1 - � . I . � ,I ".,,, 1.�* ." , , . . , 1* I ; ! i �. ,��& ��- . .. o, .1 , - ..". I .:: - . - 1. , � 1. . I � � . . � - � � I;, , -. � ---'��- - 1, , * , - . I , ,� - I � ,;- 1. . � - -m, ? , , '. .. � I V I .1 �. !, . I . i&*', , '- :- - * I I � IrIO � --.%`:, e. . � .. : r. * t,---.-".";�, ,-. �' , , ,I * - 4 � �-.. , . . :-,-;�-,' � 4 . ;,� . � .1 , J. .,I �z ,; ; I . - . - I .� I '. � `e -, * *, �* - , - , . . ) � �.,,�- , , * L , 04��%O \t.c C*fl Lr.v . � v -c--. -�-,,;I., i.-:�-- � . i. ,j*,;. -..o � . .'�,-. � :L. I . ? . , � - , , , . - " - . :.. .,. .I. -- � . ��;-.��-- .�, *, -* .. *4. -1i:7.--- , "" - . - . * I - .. , , .. ...''. -1 `� ... 0 ': .. 1, . . - .., � .,.;. , t --.;`,��, -4� *;,*�- " : . . ,.-- � *-;-:,4: -4 -.,-,Y-* - - . �-... ,,.,,, � , . a : . � .I,. ..-,-,�7--. . .. . � - , . ,` It f - ..... Ojeww4ver C.-OPOG ,7-. . . . r 1. I (/---,"\ � - ,� . ,% .... ,.*A I I.. - ..*.z", -. : �..., ,,��-",! - - . . '.�-. . . ..U. -I . - .,- " - -.- �'.-, �� . . I ,:: , "" � -., . I � � .,4--- ,--�7- - . . .., .;. - - --.-. . ,-, r"., .- - 1, . ..."'... --- I . � . `1� . � I ?I 7 - - -'i-..�- � -t -4-m e,jp r -J5,6 �'.,.",�.. n, , �, I I - I * , I.,... 4 : . �)- ..'' .� 1 '4�.'-. ,�..- � - 4;_.t��,5.". ..- , .. . . � . - * .. � �4 1 .. . � K�-,; 1" .� I � I ,�"P.,4',-,,tV*,-J, -,--i%v� -*- * I . ��A.fu , . I )-O I.: , , - :i"T . * I I fIi ,,, I. - Z f �:4- - -f 1, --, - I. � . , ...X- -ft ---.. --..- -....-- � - --.-. � , - , " L�,-� - I = Z- -- �-- ;;= . .. - 7� I - - . . - - f .. . . . . -, .''. .1 *- ; . - - ... i., , - I— '** %�� * -- , , -, I , .�, . - -:., �f - , .� . --- - - _ , ". I , . - - . �'; -, -*,.,..--. .I , I , . � , I - ` . -� � � , " - - A - *-. � .' , �' ,.* I . ,.* -*,',-�--�-� - ,P -t, .,.f,, I *'i,'., , "�' - I � . --- , �! ; . . I. ,,,- � , �! 14 p , '"' ' - - L- - ' j v�q 1:�A !�-W;t,j - - , .�,--N- � - * I .. I � I . - ,.' - � , �,'-*�. I " , - , ^ , -54" I �1-1` � - *1*1 I --, , .. " --. ...... � . �, . �,,� , .. , , �-:-:i, - . I - �, - `�- i - -7 . . . � .:- -, .. - .Q.-%,"...'.�1 '.*,,N -,:,r-_ . . I 111410i I - . �.. . I I *. 1-4. -- �' , -, , -. - � T ..j - %,t- . I ... I �. I I., ... -�: I ,�, , , � v- � I. .4 --- - - -- --- 1. .� � 11-N . * vl,:..,,�7 -., ". � . . 1-1 . � . � ', �� 4L , �41 4,;p 6-1 - -..-, ,,-- �: , *,1.1.,,r , , -1 - �O . - , - .-... 1;1. ,�. -. I. . -. . -��.` � - ,;" I. . 77- "- . .''.., I -`�--,` , .1 . . - �. -,�-- *,t*....: , ,�'. I- . * *,;,. --.�, ..� . . , ;1 I . - - '. . - ..,. . � -.1, , , . I.. - �'.-.. I - - . 4-1 -i ... ..�. - �:� - - �: . . o.,., ,.A. ,;�,;w�,* .. - - . I ; . - - ,�,-j r7fj Y1 f -m;,,0 -------. T- -�TTF I I. I - - �.*,,:��, � . "I - ". � . . .. .1 .e,.f,f 1! L. 41H - ,f:,-'.*- , 'I - ,,,1'--.*- 41% I,- - - * 14I* I- - ,A:..,: � - . I � , %', - - , , - � . .1 � �' I; - . ,;, , . -t . - � - I .. - * 1. I� , .". � I. , �. . .� �.. .. O " '' - , ,f/ N ` �1- �' , : *" I ! - I Ap� � - * ;� -, -�. . I'l, z�-.� . -1 , , ,;. �- - - - - - - v- �� I - , - , - . . C� A . , ; ., , -. V I - �, ..a !., " '.'. - -.: � " 1, . � '�F i . , "' 11 . , � � - , - t -�; '-, !: ! I .. .. I - .. 4:1 �. . -,.! � . 404� i� . I � -1� I .. - , ". .-;-Li,-- . ** i �. '4�. . - I I - w ,� .1 .. � . j - ., I . . -Ou� ,;.1 - - ,, � � . -1 I , , i .I � f - . . . I - - , � - I 1-: .f. ,,,, , �,.: I I I .. � � ... A � -:� P, .. .`--�- I .*. � % t3-- I., �y -,.. -,�.- t � ..... - - .".- . 7 1 . - ..... - . I . Li . I . � (��O%jc- dapa.-M I I - I � , , . . . I . � . .� .. . I I � . . .., . . I I . I . I . � � � I . . I I . I . . . � . . . . I . . I i - - . i .1 . I I . . . . I . . . . , I I . -11 . I : �z i �*---. - -Z-1- - -- - - -.- - - . '- . : '. � . . ,I*,- - . I .1 I � � I . t . I - ; . . . i. � . I . � -- . .;Z. --- - I - 1. . - 1. --.----.A - - . - � -, . . . � , " , - . . I . . . : , . I . f . . . � . . . I - : . . I . - � :. : .- I : , - - - I . , I . . : I � L. - .. � I - * I * � I I - . . 1". - .. I . . . � . . ..y ,% * . . % . �1\ 11 .1 I � . - . .1 � � �� I , , ,�� , , ; - . - . .� t - -- .. . I : �, I . , � *11--,. '! " '. . � 11 * . " a '.. . I- - --t -.- - '. %, I 11 - � I ! - . 1. .. . I... 1. �. -, . . � . I . h : � \ ; 1: - , I .\1 ,� � 1. 1, . , I , , . . . & , ,\ , � .:W:. - . %. - 1� . . , '. ;11� � � �. I � \.- - - "; .; , � - . - - , , , , * ., , 1. . I I i . - n, - -'s - ;: *.-:. I I I , � �� " \ \� � . ,;, . V I I -:.- -z.---, � � . I , I . � f � , 11 I % � . .� I . . . , . N �X � . .. . . I d6-^ , I I . % , � .� . . 0 4-1 5-w� j Tqkm . I . - \%I- I z I. . . L% . � I .\ IN, . . , '. '? I i� - - 'I I . w. I I k , \ . , .. � �. � � t ... .. I . . � .. I j Trum I . :tm I . 0: , * \X . . - ** , is E60 a � . . . - .� I . , 1 6+( , - . * . * � , , , � �, -.- - . k " - . , . ;1 , I . �, � I . I I . .. . 1 .0 :- . I' \ - '. . . -, . I � -\\-, � I I . I ; \� , - . - .. I I,- * - - " � � - . : , !! -. � - - \ ."\\ . ,� - � �� . . 1; � * *' , . \ - I � I 1% ,\ , , . ... . I i I ':. �\)� , - * - - , , .. I * I - A ; 'k . I I I . I � " � � I � ` �. \ k I � . . - . p � . % . . � - - . . .. ? I I i, A .. . 1. .. " . le . 11 I - I I I . -, I . . . r � � .- - 'k. . � . * . ( I 'I.-- � . N -\%�� . . I � -% . O I . . \ .\ I - - * - ,� , . . I I 1 15 . ., - - � . � ! . ./, . . '111� ... � I I . , /Ir*�% I � " 1� .. , "/ : .. . , A il I - . i . . . . . . I .1 . I * I I I I . , . .",-, . . 1. .- - �. t -�. I I:'. ,- � , . . .. . . . 4 . , . ** ;�-- - - -' ' , . ! . , -- , ....... .. - ,:,: ..- Z:",� I, �', .�� .. , I I .., \ \,I:. . . . �, � . . . ; . �� .; . 114 * . � .. , . . . I . -�-�-, -:- -- . - .)�. , , 4, A - - , . I . . ... 1. � -- -- ,I. .. . I ! . .Al- a - -- , - . -4- - .1 . . I . , � I . 4 1: I --I .(.. . .... I . .� . I , - I � . -.1 * . . . I * .. .- . . . I .., . . . � ... . . . . �. . . . . . . - " * , , I , '*' - '. , . . � -- 1. - � 1. - . . . . -- , \ . . ; . I ---, * * , '-* - 'I. I ".4 f / - - -.�7. ;.T 1. . . � ,- - . - 7�- I .. ' --'4C;' . , . ---�.� 1�-4 � � . , -;;�T - . . IN . . . I '7-� , . . , - - - ..iI . , I . . I I . � I � ,.,;- :-:�,�,-�f .:/- -..- - , . . -. . , � t - I - - ---1 - � I ;.:=:I= . I .��Z;o�.-J� . P- I - - : � , - "--- - - . - - , . . . . � ., .. - )- , ., - � . - , '!A.,N- ,- .* * * �. , . ". . � � I � , � , . .. .. .11 , ,-�� II- --,-.,, -.�r, . . � i ; i - . . . I :, - . . . - . I ,.e - '� .., 11 : % I - I -- --j -,� - -\ *. I I 1. .. , r-- I., j. I I- $ N � . . * : - - ., - . : . i��f 1, - . : . 1, 'I. I * I i � - 1, I . 1. ,� .Y , ;. :. .� . , , f, - . I . . .. I't, , .. ! a I I . � . � . 11 *.- I - � I----- , � -c;_ - I .: � 4 f : 0, 9 Ip (J'O 4p �1::- �. i ., - - I ! %� , , . .. .. . .. - - . . . . . \ . 4 . (e f c 0 1 kkniro . � *. 4 . . I ; . � � ..� . I I I . I . . ... I . , I � , , t , I I . ;-, -.L ... I ) I � ` I . I - - O., ., . 1. I - .. 4 .- - �'-, -* 1* 'd; � d. �,- 9- - - , I . . , . , - aA( )�-* � . . I � -.4-Io, .*-jo-I . I . - i� '. - - t . ;,- 4,14 44, 6, . i , '. t. - .'* .� . '. , . - . I .. . - -� I . -, - *N - I , I ". I I . I . . . . . ., 11 .., - �) * , - *11 - -, %, . . I . .. -.'.� * � - I .t. " - ; . � - I - %: ,., - f I; ! - I .. � I. - I. . 4. � . . , I I - * . - . . � , I - I .. ; -I -- - I , . -. . ., - . . ,- I' - I I I .. I -�--'�*_'-- - - , . - - - - Ay I , . �,,,- - , , , ---, , -..,. - - - ., *, .: . %`..I- -3,. I ; Z. . ; . - LA, \-P�/ 11.1 N, . . . - , ,I .. � ! 1�' ! i. I �'. : %01, � I -.. .. ,� . 1, I . , . I . I * , 46 � .1 ;; 1. . r.--�-. - - ,-, - , t� , . , I . - I . � I IF . . % . . I I I ";r:P 4 � ,,-J,f�pq� f��O� ; . - . .. . . . . . . '. I , . .. . . , � "Y'h.. ��,� - . . . I , - I � "I - I . . : , , J.0-4, �-. I. ,4 1 . �,- .I.- - � . , .. . '.. . . j % "V, !,., 1. I . I � � . .1 .. ��,; , . f, 4 . �* - . , ! . . � .1 . I . . � , #-m�-- . .. . � t, , , - ,.* ... ,�7 i. . " , ,� . I. .S,� . - O , - . I , - . � , - . , : - �--, . � _ _ A'.,�, -,'.. .1 . . . . .If� III , . :- ... J, �-. . � � � . 'A ,�-.:.' ;:-, ,-..--. . .. . . I " I ,(. . . . I - . 41'. . .. t A '.." . . 111. . I - -.4 : I �.- - . �. I I'.. I - I . I - i -.'001 - - . . &.", � : . . . . � I I I , � *P. '. .. "' .,I-, .� . ., . .. - �*** .. � . I oa---r 0 .j t; , 4 - ,. �-.-,. ,A.'. , .. � Tit I I . f ��'i 1 ! ... -'.., -�*-�-- � . , I , , .. -I:-�, - - 1: � ;; --1;- . ,, - , 9 * v - ww" r . I, . ��;O I. . I - - * t .; �:� - . - , I .. . . " !", I! 1", . . . . -� - , t4kA : .. . I -.. r 40 . - - - .�, .#,. . . O'. t , 1, . . . "Ill - . . .1 . . , . I . , - � -�* i� �, ,%!: .;? I � � . � . -0: --i . I " ,*am , , , � I I , I . I . - , .,% I I 1* -* � .! 1, ... .. I , . . � - I " I . I I ... .. , I . ., . ... . - I :, . .,., , , � t �l -1 - I , . . . ;_ -,". -- -,..., ' ....... --.---- ... .1. I I I .. . .z 1. I , , , , . . . I - .11� " . - '. - " I , - " "" " - �, *e,al4l�, T�O? � 1* . .1 z-., . . -, I . I, - . 1: �.`, - I- i ... .1.1-1., . � . Ob- P ..,' �.�� ,�, I *-� - . � � . , ,I 'I .'. li�-. ,�.,' I 1. * I �,-- � ,-4* - - - -- A,� - - .1 ..�:- , *t, ,,.�.-.,-.*. '': i I * - . . ......., . . '. , ,- :� i -,'1-c.v9 - �** I . � . , , I , .---.----..--------- - ". -1 �141;V�4 �p ; -e % . , . ��. . . � -* I -, .;%�tl� 9 4; V,�If� .L-,�� .:.r - I ,Iv" 7 4'a 4 1�� - 'If, P. I �, 4 I �- ..- � - w - , ,.* . - . - ,� . . � I : . .I � - . .;,t,w,-.- - .. * * n -';�� 4'. , 4, * 1� . - �i .. I � . : I z - .-. I -, . - .:�,-- . , I � I , . I 1. . I -! .�-,�,��I,� ,'�.�,-- -, "' -,"� , I -*, . �IIAA- , 7, . I . � f , . , .. - . - I � I � , . I , '. "., ;1;1-A*!P7 -'*' ". . � ,- - ." , I I . .. : *. , . : 1. ,. . - . 11. , " .1 . . I .- . - p I 'A., * � . , W ...-,!-' .. .,,": � - -, I � �, - , , . ,. . K I � � '- I �. , _' I -,., ': .� ",Kt� - , ,.�- , I . 4�i9., - .., . ;0; . ,. . . �1. . . . . . . 11. . .-- - - - - '9,t� I r1f. , I =11- .i , � . -- - � �1: I I �'.... . . , . - V - - ,;:�-- * �'..'.-' Pat* rXI - . � -1 , , ,�-.. � � �,Z. ,, � . . �-;' - �-.�1,*;.�-"-��: �e I � Ox .,. - - ,J771 . �' : * .! -�: �* I . . - . , I . . 1%, . , , . , , � * -;:, I ----- . - 1. .. I . . �� , � . . I , . . I . , -T -ic. � � . - , - I . , .. .. -, It - � , � - � - - . -, , . .. I . . . . .. - -t -4 - . � fr� 4U0 , , -s� -.-,--�-- - * , . I.' * - ` I : * .. . ; .: , . , I I . ! 4,%,-. . .. I. ,;-, " .. -� I 1. . . .!,: --4,. . 1�:�* ��, - . � �,�. fi ..� , I i -. - .- , . - . , '. ": - - 1: t,, * v, a: �� p ,,q, �- - I I . , . .., O � . -.JF .. - I , , '..., �',Srf--': . ., , -t`-,*-,- ,- - � , � i� I Ir � : ,- - - i . . � I ,� . - , .,;.. .�, ;r-J�f': . , . - - ... , : . .1 , , . - : - - � . 5 k . I ;�'*- . . � , I ", . - . . . � -6 1 1 . - '.. � I" - -* , - I ---- - . . I . : � -. --V4�, . 02 , -�: ,� $I .1 . � . . I - - - I , I - .. � 14 �-%** .. I � '. I I .�. ,4*1"'�.;7 �4 04 - - -;". I , � f . : `C I -.- � 1. . -- .N . rU 11 �. ... I . . . " - , � - - I - . 1. '?� - I . I I - T ! -* 1, ,�U-�" - .1 .. � ;t � - I -4 I . � . - .:� - *z - , 1. .. iI�# . " .. I . * � I. . , , . I - �� , 1,., .. A � - . . �C , , � X .'� - . I I - . ..�. - .� : - �,- - -�� I 1- - * . 11 * * - I -"� '1!`:1::,::1 -; -,' I .,�. � - -. !��, elq;5 �*� . , , , i I . .,z4:., , 11 - .-- 1-r, . .-., . . . . . T. .-. : , , I , 4A, � -�� --- ,.-,.- . .. < ,- .� . . - ,- *1 ," -�p-. :t�i -,,-.,.,, � *r. ��,i - . � :pl) , � . ... . , , - .�� , , . .; I . - ...:�� , '. I . -;I';�;- -,... - . . '. - --' I - I , . ; , -.- - - - 1. , I . I . - -- - L= 114 Or I . I . 1. I " I . I . , I I .. . , .1.. - � t , . � , �' .�p ". ... 11 .4� - .1 ..... I . ill.* .. � , . . �.,,- . . - ,*D-. ,- I 4--4-�it, % j, - , *, I.- * 1:- , 11, . * � . I I � . I ..*. ,,, - -� . '14 1 1 . ". ::- 5- - -� , ., . 1. . ,,�V:� � - .: - .1 1� I . ... , % -. �-'-;� f:� - ..v"- , 1 I . . . I � I � .), 1, T, . : - 1. 1. � ., � .. . !. " . � . - I � � I . � I .. ..... . , , 1. -1 . , -� --A 1� * 4!�-t - - ` 11 �� . . . . .. . . I *. , �," -.. I . ., , . . I . , 1. - - - - . .1 . ., .. - - . - * 1. �� * I f - - --,� I I - I . -�- .- . : I . . , - .� - - - - - -----!!�-:7�w * I -ft - . - $ , . J t � , - - *I- � ! �� : � = :. 1'. , 1,1�� -.. - . .1. A . , ,; . 1, . , * .. - 1� ;-, .*,, � . - - -, . ,; :, ;� '� I � . - - ;. ;,: , It , - . - �.'-. I �. - I" -� - ��,',, . - � * I 7.4., -� I . , , I .Y � � " . - I - - ; , I., :. " * - , t1f - , - - .. I 1, 41, .1 . I... -* I - .� , - .*,. - , - � . . t -': . I. . , .. . . . I I - . � . I -- I - , , ; I I . , � -. . - - - � I I . ... - � " . � . - .% , - : .- - . -,�.- - � - -� --� � . . �,.,� ...., *e * . . ... � ... � -,t . . � .1 , . - , . I - - � . . -- -f%'1�1-1' . 74 � -ipa z ..�, - - , I � T I I .. ". -7�-!i� -I , . .., � I ,; . . , I ..,Y . . , -'! 1� - 4 *, .* 11 . I , ; �11 , , �3 ��O I , �; LLL . -,,U14�Lf.- ��P-ar_ Q9 A - �:*��'- z. ,-,� i .:" * . � � . I t , I � � I I � -tp '. *.,*. -. .� ,��', * : . . I t - .,.-. - .-. '. . - I 1-4 ��,� .; ** I . . . I -*. .. . - , � I . " �� *t- -11 * , , � *� - , - . .. rlol. " . A, Op . : . - � * , aAfer � . � p 4 �rj , 4.- . .. .. - - ... , ,,� I -�,. , I I .-.I. I . , '. Z. _ govi� �,,111� .* -*f , . .-� - .. . . I ,...� . , ., , - .z---.. --�z ..t - , ��, � , .. - , ,�.- I, - . � *: 1; - 1�-- . . . - 4 ` � - ..- --� , .. .1'. * �- - I , * :, - �*�.,.,.!� .4 . . jo -;�- .. - . I - .. . 1, , % - "I . -.- 4., , I I , , - - , .. P � . .. .. . . , I - . . I � ' ' * .4; - I . � .. � .." .. �- - -,j�.,, . � � . . ;., � j L : �� - - . I ... , � . .1. . ; , w . � . - - . .1; , . � I , .*,;, "I , I. . . - . . ; L' � :, , . * - ,, ,�>, ..." .. .. - 1�. ., .0 1�. :, " , . . I ., I .. . .t . I . - , I .%-� I - r ..- I ;� - I -1 '�vl ".. � , d -.. : *1 : , .,.:.4 , , I �, f.j.,10 , . , , '.,,. ',* . . . , . - -, - -, , �-g '. -:11 � A"AIM , * . �,�� - . 1. - " , .. /g, A:(w1 4 e 4 �-!-,,. - , , . , I , , . . ; - - .. - � 1-1 - FA46FC-r i. .... I . . .. . - *. , I . � � .� -. - . . L� . *.,�� . .. . . � .:�*-�,, �-,.:*!,. � , .:�? Fe e:. 'Iff��P, ;--i- .., . � - � . * , --.... t� . . . 'i�: . �- . , . . - ,i!�� I .:ftfl � I 3�. �. -- ,� 1; - ." ,> - . . � ; �, . .....: t .-�-. ,,, I � �. . �* . --� - . 'd, � . Y .- I ." ^ I . '�'- ; � " . ... . - .I I � .� . . .. I. �.. � . . - .. .P'1.1� .. ". - . �., ... . .. I I � . � . . � " - , , .1 _ * � -1 , 144 & � - ^ Ik - � 1, . . 1. . � . . . I . I �. . *; .,. I- , . �.' . �� -*-�:.�, .*. -�!:----. : .. !-;L..� ,�� . � . . , I % I I � . I . I CL , � � � :� . - , i .4 , . I I 1� I . , . - .,;". 14; . A e - ,4: 4 : . . A. 1. . . ,.TA L,� I I - ; I,' , '. - - ; . . .r- �, . . . . . . 1. . . � � �, . . . .I I- � � , , - .. -1 - - �'j , . - - . , -- � g .. �:..,!." . .". .1 -.. " ,.-,� 'I . . - . . I .t , , - - "�... , , . . - , , ,; .. .. � . . . .. .. . rr I � .r � �:;41��")7�!. 4-,tI----:-- - , * I �- ." . � . . , TO It"At IJ � . .". . . 10w. -.;'I- -`T T..; - I.. O ".- -1 --I t". -,: , , -%- - --�-.,-,'AX �!`t!2- ,.---,* . � . ,� ;." .. . , , , c ., - . . . 14 : 9 I . .. 1-15 i . . , I I I . : , '. - 11 . I jj I - ,--.1 -,, -.� - - �- ! � I I - U�- ,,ev- . . . . . . . -�, -, � . : . � I it , ,�x ...'�, , � 'O, - .1 . . '17- , 1'. , - - - T. 4:r- I , . . . . . - I I V %4'7 , �� , . j ; � I % *-, , " - - - , . ., 1-4. i,4 fe" F -H , "-, I ;L-- \ ,-� I I � I � I It. 11 ... . .1 . � , . , . . I ... . � . .� " , , .! '.. 1- v .".... � I � . . .:- . '�� . 11. . . *. I ". � 1!1� I - I.. . I � .. , �, .�, I , * �- * .:,-I-�-:*,�-:11.�,*-, I "I* " ��." . . , -1 � �', *�: -- - .11 � *` " , ,- .-;tr,--..,-,,,- ,?....--". 4.1 .� -� - � I. - 1:,-1 -I I . . r � I.,.-.;, . -, � , � - I I ,, . r.,- ,"*', - - . . .,� . �: I * . . . . . . � -. -r.. I ..i--.; - I. - I - ..:,�.-Z- � - . I., 1 -, - * -1 - I - � t. . ,I . .: k.., 11 �, , . 4L5 .;; . . �,,- - - I I. , . � , -.. jj�? - tor . , "'S - .� - .. �� I �?4 ... % .1 *. . � - / ; I I �' I - '.. -, -, *., ,� . W,44Z up 24--- - *:*� �. , -.% %'. . '. I, , - - :--- I -- 11 ..- - I... ..1. '.. - . .. - - '--� . , -.--- P- t�- -- *; -- .. ;!-�; . ,. . . .. - 14 - ., �i' . *,* ,- :. . - � e 7. tj LLL . I , - * .: k � I. . . ill� 1�101W 11,0 � - 11, .. -A%J,�,,- .,. . . , * , , �� , X .: "� � '�,-;I, � '-N I.. ^t .-,f-;,:1'X zAy,:-�- - . -At N-- .-,- --, - - - ; . . . . . . . -- - �- 1� :.-, -'.1 I , . . :;- I . %, . 'e, . �, . 1 -,j---jr-- 7w --.- -- - - � t v . . � . � I-,! -- - ?;C,;�I" !J q I I 0 � , i '.. . � . : *-..t- , r I � - . . . . . . . ... ... 11 . '. -�. �, I., � I . M-;;': ;, ,/ � . , . !'. . F,"....1 , " I . I .*. . . i � .! . �__ . 15LLIP .� . - ; -, " v , .. * I - T1- - I 1 . " . I- - , - , , . I . . . � ,� ./ !:Wl I ,. :e I ?-r LL vv j -, '. I , I * � . V , . - t , *HT411- - - ,� 1 : a , � - - I .-. : . � LL. * I , �1, ` �i , . . I ; .. I J . -!, .,*. � . � -%, - .". ., -'., * � - '! .. I I I � ---�.�-,---,- . .: : Ii �r '. I I : 0 � . . , � t . i I , * I �-,,-->,, ,�- P. ;it��V.; I - --Iol L - - - -;::1 - - I �- . , I . 1 . I.. . �, , , * * . . . * '. . 4 . �. , " - , �4- 1, , I.- -4� -� ;- �- -: . . .. . . . i�ffi I i ,,;Ij AWf;,,.- .: ' I - , . J:.: , , .....i . . I I . . . I .: . i I . . .1. I - - .1 � . .. . . . � I . I -, . . I. - .. 1. 4 1 - . �:. � " , .*. I , � I I .... j -� . '. . . � � _ . �Aave W. Arw 4.) � . *- , , 4'. - : I . ". I , �.. 11- j. . I , 1,. . . I . � - . fti� . - I *,I"� - i . r, ` , -') ; I - . 1, . . f � 11- , I I I . � - * , I , , , . � . t jl�m .. . .. * . . . ... . . : . i ! 1, .� 1. , � . : - 1i -p- �t I. - . . , . . , � . . - . - L- i -7 . 1- , i . OCK -- -200:10A , ;. 1�; - � I . I i;wp I " � -'I* - * '' 4 , I., 1* I :1 I � , ----f- '* I -k1w J! I * I I/ �,j �, 47W ,/. I I I . /I . I I I I : -----r -�;W- � I ! . \,.-�- - .. , ..-L .- ., f . . . � .. ; � 4 . : --r-1. !-, -Co. i", n � ! I . I . , * Pi I .1 * I I , * �1 -- . t I I ; r : . - I - 4 � ! r � - . j-, - I -1 -: .. .0 --V�- : [ �-��14 i 1 111141 1 - � . I I I � � - I I . .. . I . - 1 � , % . C -41-i,. , : 1, I . . I ��. , . I . I ; ; � I 11 I . . * . . � I I - . . �.J!� , , I . . . , -ef,� -r - I I t ** , . I . ..� ?. Er .-c " 6a . . 'I I 0 -> - r1o.43.b\ -�,/ * - 0 r", 0. S" ,.-,*A--- * .- - I, . , ; I - � I I I . - ; !-, f,p p- VA- it ��, Qqg, � �� - , , - '*%"", . . I - i . � �.- I I ! - � � * I , . * . . . I - � I , . � .'41 I. it' I . i . I . . I .1 I . .. � . %,, . -_� 16i - . 1�,-�, � . I I : , ..Y. � - L.'- --- � . .1 � . , . . . . -. , I , I � .. � ; . * ... . I , 0:-1 - - � . .. I . . . ! . . . � I f � . : � . . . . 11 - I. I . I . "" � � f; . I :. . , . � - I � . . . -� .. . �1 , . � I . I I : I , � . .=r I I, . . I . . � . ;I., I . I . � . , .1 L . . . . . I � I , . . :t, � ..; I . . .. , . I j , . 1�. .11 I -.-. .. , I 11 t I i - . - --.: - - .. . . . . . . . 1 ... -1 � 4 . . , . � �; I .�; , , -. - ; 7- L I " I . � . � . I 7714 � � :oT I I . . - , � ,--. . . . -1*1*�, I . 1 *� - - ttv - -- -.� 14-ic- . - - * , *11 ��,-;--, , V. --ft 71'"7� - -4r 1 .* - . - � I I i " � !, . I - ... - -- , , .1 - - I , . . ,� .. . . . .. . . , � . , . I , F--� tl`-r�-' - . - . 1. � � I 11 .1 .� . . .. . .1 . I ,!��, - I , .4 * � . . .� I ... - ... . . - . � . . 1. � i '. . * :11 -1;.% � � I . . � "-Z -'; -�.-* 1. . � .1 � 1, - . I 1. . - . �� . . . . � .. I � " . I � -: .,e ,� .. . , . I, , � I ., . . . 1. . . .. i , � . * , . . . .. ,;, . , . . . � I * .. . I . ... I I � . . � . . - ." � . . , . . -1 . .,; .. ; I . � -.- I I . .... I * * .. . � --- �- .. , � , � W, �'. - -- . � � , i � ,�. 1, . I . I : . :, , I. .��---�, I . " -�-' : .. , . . , , . ;I.; I - . '��- - , , I I %� : .'� - �... ,# ..* - *1 � -:. ... I . I � /1 � I I � I I ''.. t�l . �*; i .. * , -. �., 11, I% I. . . � / . I J " I . . * 'O.0 : ..- - ." i. '. , , -�-- -, ,- , - .1 ",>* . 4, . .0� - - ,� r. 0 J�,,��, � - ,.,- " I , I . . i --( .. IL, : � v. �-O 11-- H- - t - - , : \�: li�,,! �. I � f . 1�*,'j4.,,:;..;j - .:, .I ", o - - I I � , "I'll'.- 46, �� --o - , ------- - , , ", - --.1-1. I . � ., �:.71-. - . I AI �� - - . I , - , - -...-. I -..., � . 4 . - � ;.- . .*. - - . '..., . . A10 ,. , , ` I - ,-, ,!, .11 I . . . . ". - ;J, - - ; � , , I -L! -9L, " 4�1.:---;-, -.n. ...j_4z-,. . , -:� ' I? , -.. . ,. - - . � V,j , H - 7 it. �,,rt.*-��-.. -j�,,, - ,,, , ,��.,-.�-, - =1A �: '. . . .,,.i. . - . ... I - I - . � . , � .. '. . *:*.* , , , I - - . _� "; �i.::,:,- '' .." --, , '. . " I j. ,It ��-, ` . . 1. I , . . % ,�. . *: , , - � . . . . I � - I " ' 4 .. - 1 t-9 1 , - -.7.7.,. -, -, :---�-f,-.,i.,-'1,I . _ --- . I -. 1. � . . -. , . I 11 , -,--I- --------- � . � 4A - . '. . .. . I I I. . � ,It.;: . ;� , , *1� : �t f , I . 1 4 I .1 . .. .. I.. � - . 1. . I 1. . . . . � . �, . �-. I , t � ** `11 . " I ., I .. ,-. �; ! -,..'.,;k -- ";; I. �� . . : . - I to;. '.*! I I . I , ;, -,:, C77. -.*X I - � . 4 , ,� I 11. �� I . , I � . . . - � . . . . . . �. -.- . I I.. ; - I , -� * *; --� *�, -'.."'.. . , . -1 - , : - - 4 - ---t .". 'V.'� - " , . . . . , 11�pll . L,'--, ....- ;F; - , . - ..- I . * ,' I : 1, , � I. -- . t � - - - .. - - * ;-. . ,, . - , � . . .�-- -;- %* ", * . . , - . I -- -JL I !,I, - I - -, I i . I . .. . --�!��:Y,.;A.5,-.,X', . . � - , � -*� .. , , -F, *,'� ;�' ."', .i � �� : - -: -� - , , , * * , I - �I:. . . � _- � �,. - - - - . , . " . w, :* ',",**.!. ,�!" . I .. , . � .. ". -11L, - - ., ...� . *1.. �: I . ... . - . , . Z..�� . 4 v., -*-- - - I "I.. . . . . . .'j. ` ! '.. , � . .. 1. �4 . I .. � *� I . . -;��- .:, . . . � - ...., ,, �. . ,;�",t�j. . I � . ....1. � I I 1.1, - I - - . . - . .,;, . �j�-;��' ;;-�----- .1 1* 11 �' " -, I .. ^. - , ". . I I A . I - - � % * .. I I - � . . ., 1 , . � � . , ,�. . .. - �: * - - * I � 1 -4 . . - , - - - I. � ; � - -----,- - --- I . . . .* -% �i . . . .� .--.. .. � . . . , , Z" s . . . � 1_-;.�- .. ,4 , . we , W&C"t n. . . . , ,.,;;. - . - - I - - - . . 1 ,41* �i - --,.'. ....;. I m '. , - . . .. 1�� .. � . .;* . I I .., . .: ,*.,+:, , '. , � � I . , , - - *4 - I . * , -, . - �-, �.,. - -�,� .. .. ... -. - I - , : , � , I - , . , � - , . �. - - - : .. i;�. f...11* � '.-*.U-.,?. 4� - "! -.I` * - . , . I ; . ,�. . � --,. -*", �:-, - - . . . .. .. I I I . � . . . . .. � .." . . . . . �, �� .. .. - � I . z ... , . �� . - I $9- - . I I I - -- . . . I , ", I . , * 15 gf.--- , * . . . .. � � .�� .,.,. , � - :,-.- -e I .. . . � V, I 6 . . - .. Z�- I . . - I -.t. � . � ". - 4 . I. -:0 :. . I . �. I ��00^;,- Z I O .4.., �. 1� m---= I . . I i ,1 - e �. '0*, ' 11 I - . I . * . . . ,..� . . j - . ,0. -�� I I I . .� � . I * . f&7 ' I ' * ,..I- * I , , � � I '. � .. " . � ; 4*' ; 1%.... . . �L . , I . -�:! I :., . I . - � . I , . '� . *: �^- . � ,� , --. - *, I , .� "'I.,.- : , 0 � "I .. 11 "... .. - `-,�* I .*A-,�, - . I � I . , �, , _j. ��; J, .�L - , -�` . - - � . . m . . . �_*�'.�'f,e-- Tr -f,-,-"'--4-/,- , -7 .. - - '. . ." , , . t, .. % . . I I pr�>6.` , . * ..*,;. , _�, - . *. �-, � - . 1� �. � :.. ". I i . . .. � ,a �f , , I't, I - _ � . . , .- � , ': ,P - �, I :,� , - . . >, 'f'j. ."'.77 . .. �6'�7,_: 1 � . . ,,, -.I- - - .. � - * ' - *� I I - . % 9 - I t .I- . , . . , - - - r --7. - I ;-r- , - . - - . . . , � : , . - . I I . � I .. , .. 1. - . f� . . � �,` I.. I I' * -, . - ." . .. 1. , . ... : . � - I* -Y. �-. . . . . * ; . � . . -',)7J.1-'F kA'A-friS1?trjP3 �� . I - . A .. , . - - - ,,--- -4--.--------1---- � .. ". -. . '... . * * '- I .. - -� I .. . . I . � � . I -1 . ... ,` *�,, .. . : "..-.. -.Z� Z, I'll, � , , , ,.:--e. :*�,--II,� .,�. ----- . . -77 I . - �;�.'K --7 *t� -r I - .. . . . . . 11 , I � . - ", * *" * , . . , , ., .� - - �,- - ,1 '.;.' -- �� '� . � ,� I':; �. - " - : ". " ;t: �. - . ;, --- - . � . � � ..... �.. -'. V, . * I - . . I . . ... . . .1 .. . ,;�- , .. . .1, ..".4 - - .1 .. .. I., � I . I. . � `-�- . � . �. -t 1�6 a . I ; , .� . : . .. . I ;44,�,�(JWJI, - 111;�. 3- ..j f . . , . '. - I . I . : SO - , . , � A . tA � I , , , . . -f --- *1 - , . 'I, . . " . .,I 1, ." '. , . � - . . g�.: .... , , . .11 -- . ... * ! -N " I , *�. � - - -- - -- - --- --- - -:9- - 1--7 -, - 04-104 .%, I �. , 4 - iz;,4i�- �;. A, ....,.., ..., - '�i;.f,.-' � I ... , . * I . -, - "' . � -- -� f,. --j.-!-".. .. ..-. - . I p . . - - . .1 * - . I. I . -- .. � A . .--; !- -- . .* �Z. ; I ,V-44 - .; I . 1, .. �'. � , 7 �-_-., -.. I . � . ,_� 0 I .* 7 ,�� 7 ; 7, , � 7 I I : ... - - lk, -.1, 1- � � � - . . . 1. , - � - - �, * . � - , . � I . , . _. v � ". - .. . , .., � � - . .. _ . I., I 1. A: 1. 1. ... - I - "' � I ;e r - . � . , � Zot , 1� .. -4 , I * _ .., , � - -f � , . . -f .H . , '... 4., .... . -9 ;4-,- I -1 . - 11 - I i �V. 1�,W- I I � . 11 % - ..... - / , f - - . - 4 ..A %.%.^-. , . , , . U I f I - - , - � if� "Zi , - �,� N , I .... ., !,:, � f , t - I 1, I I . - % .. "..". I'll. . ; . �, I . . "�k - , -, I. * . 11 .. .,� A. 14:1 *�..;- . . I - -n; . t4t . - , . �I � .� -, I ..". : .. . I � - .2- .:, � .- , , , - , - %, " "..,... - .- . . .. ... , I .. . . � t I . .. . . . . * � . � SPA - --34,t-p4e '0',:--j , .. . , -,a. . ,L �� - '. .4, d - h 1� �4 9 .. 9 -., �! i;�, t 4 c� - ' . !7 :.- ...0 . -.1. - - �' I I. � � I - �k4` o e -,�::� , * I * * N 4 . I . �� i */-tj,,f1�'r,4P;:, ��,z* . ... I - -t * " - :� ".,* , , -41 .. g , j bt -V S ( o I'AA I . 4--:� --3- .., *-,-t-f . -:I'- - ,- - 1 11,-.- ,i-*. & 1-� - - -;*-I�-Jf- � , - , * . I q � - � ... , - - , - - . . . - . I. "� I .- .. :, ��,. :... . . , p - --- . 11:. . .. " , , . -%,, �------ t � . i .. -iw ,,, - 'e. . �'. I , . ..I 1. '.. . . I - - . I - , - " _*_j .04A." T I 1. . . . I * " - -Tom--41- I., -� ., 'I * .41 I -, 09 . , - I .-' � 1. , � .'* � - I � _"� - I q$4S . ..*-, - -. "...' , I * ;t � - , L C ,,,, 11 P Fm I . -- I . -,.: - � *� . � '�-'L V . ; ;, ..� , " " �- . '._ : .-. 'S . ..�, ,� I ." . I . * , I, � -.. -. - -, ,; - , *- � - ' i - . I 1. � %,.1 , " . , . . I . . I I I . , i. ., ---UJ- -j A.'-.- ; ,� - . -1 - -. . .1 1� .., '. " ; I J, -.-., , - .,j7l .. .1 . - �i'� .,. I ,,, .,.-. I . ". "... 4.,- 1� . fIf . I � . . . - - . . . I ... . - . ... " . . . - I "O ,4. , i . ! I ., I ��. , . " ! . . . 0. . I . . -t--; - 420./,.-. 1 -t-* "I A I' i " I : . t �%' 6f.�,`IfK I :. I .11 . . . - I - 'l -I....-... ., .,,*-, i -J. -II. -I I. . . S . -1. :1. I .. . - I � 1:��Lldl Ir ,It A. - ; i ., I JI I � I . 6.*. f-1146 - . L . .; I I I � . . I P1, 1. I , . ;j ;�. I I I I I c . Pl." .%.. ... : , 1 "4 .--- ? . I . i-. I. ,:-...-I .".. -. -,. , . ** VRM 0 v* n S . 11-4- . . Is - ' �!j .. . I . I I I , , 'I . . � - . : .. -.N � ,-;� 4z.,. ,4e - � , �"i- � I . . 14.1- .. . I . . .. � . � .., I., , � I 1% L 1.� .�,tv- , . ' -f I * , ., . . , I . 1, ` ., , 4 . I - . . . . . . � . , .; ... - � . .,. �� . ; . � I � I. . I. 4 . . - . I . . . I , - . . - . '. . :- .. �,� I . . . - . - - . , ;; '. . � t .-- ..., -.:'i ,4 I "* - : * . . , , . . .. , . I : I I . -�%- - � 1. � - I*. I - . I . . , " - I - . ,�* V , I ., 1-.: - r . . *. I � .. I " , ..., -. -, I I � I-141, 's-.4pt- J, -r I \, . .. -: ,�. -. . -�, - . . I. .. �/ ;, ... , z � . ,., *11 t I w I 1. -2i * I J .1 . ; , . . . - .. i , . . , I - . , . I : I .. _ �: � . 4* - , I - '..,:Ii. ' . � *. .. . �S, . 1 �_ j., �.�4;' ,L I J , Ir, 1:�-. -, . . � .. � '** It'! . -\ -.. . : - I - ! ;? U. -V/ -, -.1, I 11 ,�, 1 , J�ij,'!tlu - - , ,� . `�%- - - . , . .. . .. .. - .1 �- 4. -- :, - .' L . . - , -� - -,I.* * �, " . , . . - ?%. %. - - � - . � .--r--!4 C., � * ��:: --'-.. r . .1, ., - . . 11 �F-*- qN I �j , - .., . . . . ": . ". . ,M� � � . " ILI � , is - g .�, . . 1. ^ ". - *,4-r - -3 * . - 1- * , , , 'I - �' ! .1 . , . -e t,A, oT I i I. , , 1� . 7 II . . � - , - I ., . L S: L - � A 1;. 1� fA t, . , I 6 40k,-4CA pj;II,.4 r� I . .-� � -� 4 - I I . I . . . 4 ., ', '. . - f -� .. I I ,�4-,q aiLI, !64-P 1 I., . , 11 , . �-1�11� t6 016P vv/. ..* 4� i -A, il- I �*- . - 1. *.:,* I : *Z;. - K � . .. ;oO - N '.. lt� � , . ,,,.;t . , '. . . - E�V .e4�'- -- � . ,�.* - � .r . . I � . , ". : , � , - , , : . U Ili - � . � .. - , I , I . � . . ... I . '� . . . - - - - - IYIA� OVC-,U,�, , . 1 4p .. 1� " :; . .,. ,. \ V - I . . .. . . � - , ,� - - I �. .� -.=--- - ----..- . - - . --t- - -i -. I. .. �.. I I I � -9 I . . -t - - . * " ; ... -�- - .. , ... L., , .. I . . # , I � % -1 "' * * -"� - -,X - . � . I . -.;*. - � . . It,#' .* . ''. . 11--l-, .. - . I . � . I .1 .. . ... � . .. . � L* . .. .r 1. I . I . .- -e - * t I . . - I � -1 - - � - - - -- a: I -:o - A, I. � , � - , I "-* i& - 6*� - � -- . t.) .. , - " --�%,.;:., - .1 � I . - 11 - � - I A. 11 - I I - . 1- I I I - I.- � I I I I - .�r,�'. .. 4AC '_ - - �� - , r , I -ek, -1 - !71.- f4,; - ., 'I- : * .. � - ..; I �,* , - - - . . I I . . . . , . :I �,t.. I . " - 12. - - ... . - � , � � . : . � - - - ,� �; , - bm,��, - � I I §�,I�S4�1 . � �i * - . : ,,, - -.,.,. . , � I., . - - . . : 4".. �,,-. I � ea t�z-lf,146-A T -' �'.-. ... - . . : ,..�, �� i , I , 'ti **.`*� '-'I,, - , : -�, . ; . � - - . . .... "� � I '... - * , I , .., �- . i. , , .:- ... - '. .. I I . I , - . -, � ,.,:�-, - 14 . - � I . I , : -:t.:-.* - --�.,.*.". ... I I . I , .. I � , � � - ��." . - I -. T. . - * , . . -%,: - �, 1�� . . .�C�, . I .. � . - . '.., � . -... -TI, k 4 � I. , . . I , . #, . - A , UA �' "' 4: .. - ,� . � � . -I. li`.!� O I , - .; f", - :� . , e,,- v,:��-r.. t�.-W- ' *$: �A�f- �4 *� �el A I I � .1 ... , , ,.,.: �. . � �-:., , . ". I . . . 0-.- ,�t I, - �,�* ,.. 4.40V - I . . : , , .. . - - , - * , ..; .. 1. I �;-.;- � . -:*-jg-r ;. �::Z,-.i , ,-�: . -, � -.,.* : --'. ., I , gjpv-16Tw�P-jc,(v- If- .- -,� f -I,, I-. . �f 1'.. , . , - . - t. ., - * , ,:. , - -% .. - - �.. " . - -, .;-. ..- - - - *, . . w , � �� ., '. ; - 11 � -i". . * . � � I 1L1Afl&-A-i,,ft ....'.,.. . " .,�rj. � ... , - . , . � .. .. � . � . . . . I . . . . . �- ".. .. -A - .. . . . � , � �. . . . . . . 1. I I. I . ,. "'Y'. .,I� . . . ';.,-,� - :.-** - . .- , - ,- '.. ,:, , , I - , I . �. � . - - �, , , , .... T .:,�z - .. � � 11-t", I I . -: " - , - ." i. - --, .f.. I .. , . - -*. , - . - - ... , . - . . . I ,:.** :-- - *r -*�, -';.-,-,t.-,,:- I- --, �, � -t f "., r I � .,� -. , ".� � � I -:1 * -.- � - -!P� - -*' n�, z, ". �. S , . � , . r . . ., . . . .�� , � . . . �. * - .1 , �' , , "' - I Z -, , , - . . - , * -.,. �. :,-* -1. - I - 1:1 - . * , , I � � , , .., - , . -H �' :4-. .� �.� - ...,'. .. � �, ,�, L � _..,,A -1 - � .. ., -- � - " *" I . I ,�,r� . . , 11 . . - I . * 4� 4. k"; . . - � � I ,�, I . . I �- I ;� I . 1. I - ., : ��, . -, -fl! � -�7% � - I � I I 111 -:*-11 1-1111. 11 .. �� -11-ill�l 1111.- - , � - -, - - -, - , , .. ... - - , - � � .. .--, --- -.- ...... . ---, --, ,- - - --- - - - - - --- ---- -.- ----.----.,- --.-,-�.-,---.-,-..--"--�"-�-,., - , -.- .... --.-------.,- --, ------- I - , � I . .I �, . I . - � � ) � - .1 , � I . . I ) . I . I -- I , I I - I I . . = � mi M -31-1117 0 = I= I -%A ,,.-.� . � . -�.--, . I � - - i; 1. �w - '.-. -% � " I 1. -* --* *%", .,,'� -.'. , 77, I , , " . . .. .t, " . � I . -:I"'-- I . , � I , . :i. .� ., k . . I - .. 7 .. I - - ,- . � , - 1, I .4, . � .... , . I . 11; - . I : . � , - -, " , I I ....Z.*. .�,. " I-.. .. . I . . . I . * I I � , , 1. , I ��; I- � .. � 14, * . . * � .. ... ... . - I - . , � . I J.. I I " -.1 1, . . - . ... . .. � I � 1. .. � - I . . . .z - . . I . . - . . . - .. . �. . . . I I . I - I . .. I . � . . . I .; - - - t, .�� .... . � �--- . I . I . !;, - -,-- --,-. . . I. - . . , � . I , �, . I I I . I , "�-- . . . �J--" I � . � i 11 . . 1/-1 I I � � . . . 11 . . ")v .0 ' " , . � , ,- ; . "I I- . .t - -A -----FaMA&G*/iw wv* � I . . .. ) I . . I 1 1 , ilk I - . 1, - I , . I -- .Nwb . , ; . - - - ;1 iLlt 4 L-�-, � - Ir * * -fk-I � --- -- - . , .�/;: � ,:�,,,v ... i I . � ... � , . , . . : . " -'-- So f ., fe . I . . . I - !! - ., � . -eA=7 , � � k, j;- - - � '.. - " . . . I � I I - 1- J1 'Y ;;� I IS- � O -A Tq I& - . . . - . . i . . - I , � .. I 1: I, i I . I * * - 0 1 I - 4 .: , 7 - - , . ... . I * . . - I I /I I . � � * ; , I i ---- - .-,I t�f g:;I L 6. I . . I I ..* - .1 , ZA � -1--- . I - � . . z I I I 4' -: j . I i. .. I - . �v -� � .. . I .1 . 3W f ve 5 c PIKICv- ve 66)e. I . .!? - I . '' I I \_ , I 11 : . if: ,- - - . 1- � . .1 .. .!..I . - ., � ---�,v . � . � . , I . . . , . -!. ., ". . . .T -V w* I . . - k- . - . ... - ..... - . - 4 fual TCVZ - - I .. . . I * A :. I /' , - . t .A t. � : - I . � . � I * .. I -1* � .1 . . - . . . I , - Z----. - - I . . (t L- ---.----------- ---* -- 0 - - 0-11 I I - - I , .. % . , I * t - '! . 1 - , I �. . � I I - . . I ! . . . I I I - . . � .1 . I - . . : � 1; -ff a . � .. - . .. 2, LA --s . e, , - � . ;�,-- '14i, 'r .: . O.Y p ,;?;D . . . . - , I - . . � � . i - 4 , :4,j r, i . - � . ! e -P, to, t- -L. I . I . ) - I - � -- . .. cLeAAWC-I (U)( -!�,. : . ,.,, L '! 9 , v ,-,I a,�-,! - I:- " -',..'* .. '!.. !>f,-!P-� - -- I . I . lwpc4i ez 14" 'O ,�>- . : ?:-- -. I !) . , . ,,1 C.'rOTe(L I - I I ! � - /�� .;-;--i9S'(,r- 'P:.-,y;,!,Sp- ; - ..."---" I I .. ` " . . I - - �--. -- f I- . I; . . I4 i i�-- ->r"i i.,;o S; - --� - * . 1 ION � I . � '-' , .. � . 1 ;74.1 - - . I ... . . ; I � � � , : I I . 7f. . -,;,L, I . . � . ", . %=.. 4 . . . . ,t- � � ,/,�;: . - - ii�,. :..4 .'* I 4i�� , . . . ! 1� -. �- V f-; .01 . . . � , a- 'I I � - �- . . I � � I to - 11 , I I . ..... I q 41;, L I '. -� 41, . , . . . - � . , . , , t - . .1 . � � I ., I � " I . . , . . (t - . I �* - I . . � .. . I . . . � . I � I I � - - . I : . .� . : * I � .. I . I . I . I . . . . . , . , . s,-, . . I - I I � I . I , I - I ! . . . . I . . � . &-- --A - - I --- - . . � , - .. - _ . O, I 66 -�-.`,��- �-' -,.---,--..,--.-,, -1 I 1-1-1- � --.I-- - I I I - -- - � � � I �-` * ^ Ob . . � 11, - ,,, � � .11111 11 1. - - -.". I - - - ,,, 1-1.1" * . I � ; . I � . . . . 0 . ! a � � . I * , -i - .. , -1 . - . , I . .. .. r - I , , - - ,,� - .J 1 ; �,> _., .4 .t� -- !I , ,. � " I - . - - - I . I t ; 4�e .. eo'j F 1�;) . . I . 4-..-k, I . I . . i I � .. I .1 , I- . I I . . . ,zo v E, 0- 1, , � L. � . � - - ..; I . I . . I . . : , , -.: k . *.. . I p 1: �-:- * I;. .4 . I . I '.. � . I - I . I . I . � I I � , , . I I . . I . 1 . , . . , I . . I o I . . I !-1 . I . . � . . � I . � � 0 0 ** - I . Is . I I -.1 I a! I * - . � � - � � I . I , � . 714 ; , .: .211, . . I'll - - * . . . . . . . . I . I 0 1 � I I . "�. �e . . � "'i : . � . : - "'O . 1. . I I . � I . ! - Al"- I * ',�� , I , - -, �,V,j - '-' i-;-Pj-v�-:j- , (,;, , . . . I � I I ! I I I ; . - - I . . . . I ��:, 4 - Ii, I . � � -ji C:.; elif :? . I . . � I . , * , J1 - , �..-*,,,-.-�II:II f I .; p - , � . ..':,--r!'�-, 4 ;- . . 'A w� I , : I ll . . . I L= - - I 1, i � ... 11 . $ . I . "i �- .I.... �. . .I., 4;# -!- C;e. . . I - -J !��,� U --P \\/A. --'L , � . . . .V i � .. .4 . .. � I . . . .... - ... . ... - -1- -.1-------- , , ---- -.,--,------ * � . - 1. --.11.----- - - 11 -11-1. -1-1----1--1---------.---- ----I- 1-1 -1. -1 - -1 I ---, . I I � � I I .. I � . . I I . . . . - I . . I . . . . . � � ! I . I � I : , Aiptitecture , * Irdeft Design . 9 I I * '. . . i i , - , � � I t I I . . , I Planning . . � $I ! . .1 . Landscape Anhitectme . . _ . . 00 I . I , I +.- , � . � . Construction Aftnagement � q,*:;�4jc- -,-;-4t�, , " " I . Gnq*ic Design '! � I . *1 � I I � I I '- . , I , I * * . . I . I � The Hilliar,Gmw , � I . I . � I - � . I . I 600 Alexander Park CN 23 � . I . I . . , P-1 I Pitneeton, NJ 0864UM3 . .. I.- .�; -.- I I I : * , 1-1.1 I ,-.,,.,.-..,.- - . � I .� . I I 0 1 1 . � . . , . .. Tel 609 452 SM I . , . . . . : ; ,- . � . Fax W9 452 SM I . � I C; . . I *1 . . Pdr4eton . . � f . . . . A " . . I . I philader 1", . 0 , .� . I � 112y I , . I . , * . I 1 1 I I . ft . � I . ,,,Lhyon . I , �-�, , . � . . I , ummi � . * *!. * I - .. . I Kamas City . '. I . � .1 � Dallas . � . . . *:. .1 I I . . , I I . - 1. . . I . .SYOW . I I I � . I . * � . I . . I � I . . � . � . I I � . . . � . . A . . . . I - . I . . I I . . CettNWe of Atithotization I V v wr�� - "VOO . I I **' I I . . -, "l . I - . - I . :i�-Oj i -cf, � . � . I � . (011/,21i'l, il-�-'j . . �. 1. . . � I . � � 11 -- . I - -.,-.�l,",�-.---------,-.--.-..,---�-�l-,.,--,-� - I I I - I I I ; I 11*1 I � I � 0 cm . % � I I - � 1. I . 11 I'll 1. 1.1- 11 -1- 1. 1, - .1.1 I -11-11 - -.11-- I.-,,-.- , I , I 13 r--1 1-1--l- -I----".[-". 0 ImKn;�1111-MAL-K�11.-]L�- 1111111111111111111111111�1r, I lw/.T-10� i t , � 111111TUT, =*I - I IM -W . I � � 0 1 1 � i i � WANOOMIRMOOMMO-MO � Doral ; � Arrowwouta � - I I : sheet 71116 � ; � i � . t I � � � ---4- .11 t , : I I I I � V : � I � � �-- - . � ---.111 ... I , , Ime-LI.Ttip"N � ! i !- I . � - - � I � 'w- �""-�L*""�"--6-�"1--�;Tr.11"--.-� - .6". ; �,�- - - I ''I,-..-,.�-�l----.--,�--.--,-.��1.11.�,,� - ! I I i . - -t---,-*-,.,.--,",---,-*-,-",----,� -, 1. I z ; 2 � I � � T I � 5 � Date i Pmfect No. I ---,- . � 11.1--- - I � z M, .. � . - - - -4-"l A - f -- � I _ � le� S" No. 9 I 11-1.. - - � - .-- ---- --.- .... --- .- . I I � -1--li . - --------i-----1-----..-- I Dravil i , -.1, I a I : � --i--11. -1. -1-- � � st I a $ 1 -.� � --, 11 - , , 4 � � Chected ; I --1---.-- --- ---------- , , � � � w � - � i-----i- 0 � ? � . I I � I i t ; . \— 554 STAIR #4 PLAN - LEVEL 0 1/411 = 11®011 ! STAIR #2 PLAN 1/411 = 11-011 .6 [O.7 l!EW m N lea LINE OF CENTERLINE OF F STRUCF FRAMING n STRUC FRAMINGSTL CHANNEL STRINGER STONE TREADS ) ; TANGET PT #2 --� ! � �— HANDRAIL / GARDRAIL �---— CENTERLINE OF { I TANGET PT #3 14-0RTR BCSFANIING I{ II 71-411 557 { - _ MTL GARDRAIL SUPPORTS w/ I HAND AND GARDRAILS I I I - - — — — — — — _SEE DETAIL 556 _ _ a--- _ i_ - - - -4� - = `� __ _ - - - - - - - - - - - - - _ _ _ _- _ _ _i_ = J II - - - - _ - - - - - - - - - - - - - - - / 5`-0" 5'-0 ` 1,-B" 2'-10" , 2-10„ 2,-8„ l` °7 `— 00I� S �� a I s 9 1 `T' ,� �� a �, j 1 1 ��„ �► UP+ CSP ill TC3 I 1 I f� � � UP I � 1 i E � D 9 314'" -----------------------------=----------��- I, `� -■—■—■ 1 - -MEN- i� ■ - - ■ - -- ■— ■- - - - - _ -� .. ...... ......:.. .. .: a.:...... ..,,a.., ... .:... . ,.. ...... ... .. . ::...,. r Y.... h ,�v :. ., .,x ,.,..,, .x .. Y.•. :. .... h>h .,.. ,. a{.. ,>•.. a. .. ... ,.. ,. , E•.,., r.,..,n..vrl.,\>:,>,.a.. ....., : h. .h 5...,.,, ... .,i.: , . v : r.. ,s n x.u•. h,, , .. > , .. , ..... kY ... }, ..n. , , , , ...... . a v ..... rr............. .. ,�'>:......., : l;w: •w }} •Yvt ..:..+� ...., .v 4. .> :n.:.h.......v... ,,n :.. :. , ..,,..> ,...5 :}:... A,..:. ,.. .a Y .,. : n. ,:.....v...,.,,., ...} ....:..•.........,. ... .. .. .... Y•... ....v.x,.. }... ..x ...., }.: .., >h, Y .}.::: * ; .}}}}ti':•}:SS�Y,i}��:+•,.. .,:C• . v.... {...... h , .. ..... , .. .. 1, . , ,v ...> „ ',, ....,,,... .. .. ..: , ............... v.. , , r}}.. . , .Yr . '}:}:vS::.,,:5,•.v..•}vv 'h .....,.,5. }.,.ovt....., .\. v > :.. .: ,. v..... S.Y.. ... r .:.:•h.... .ha v,. ti•:v:{S;;'•:$}{' v>..r.> ,.,:v..,: .... , ... \ .. .. .x. ,Sv , .,.a ......... .... .. x.., ..,,.. :. Y•.ASte•.0@}h... ...3:,....,...,.. ..... r., r. • ,. ,....v. v .. }. x .: .., ,.,,..> v .:............. ... ... ,....n.. .. , , .... ,.,, : : ..,>...... , ,.+... Y :i:•,+',Sw+,••.5.1 •.:a . h . •:::::: v ., ..... ,:.:. ....:•r w;; ., •.3, Yv::.•:} :Y....}x •v.>:::. ••; ;,•}v3}.•: ri:,••., �. r v.>.•.a: +,.... �a t. ....sr.. }.v.. n :... ,.,.vrraS.}:,•r �.•. ., v v:+ „ Y >Swe... sra STAIR #4 PLAN - LEVEL A i E F G H — STL CHANNEL STRINGER STL CHANNEL STRINGER Gin Q s � "ao I J P;lpraj eotsW24_A rrowwoo Wed Sep 1616:14:31 1998 �`- UP i i{ l I l( l� l l l l l i l l 1 1 i l{ I I I I I I I I I I I 1 �• ----------------- - —--— { �� TAIR #4 PLAN - LEVEL 13 9 m" IN STAIR PLAN LEVEL r• 16 4FAWN I f , "ffjw- 0210 STAIR #2 PLAN - LEVEL V,. 1/411 = 11_011 Revisions No. Date DescrOtion 08.28,99 ADDENDAM#1 2 08,29,98 ADDENDUM 01 1 07.31.98 FORCONSMUCTION No. Date Description Issues 51.01 •i 40 r 1 R sa 1 UP rr / j 1 T` 1 a �`- UP i i{ l I l( l� l l l l l i l l 1 1 i l{ I I I I I I I I I I I 1 �• ----------------- - —--— { �� TAIR #4 PLAN - LEVEL 13 9 m" IN STAIR PLAN LEVEL r• 16 4FAWN I f , "ffjw- 0210 STAIR #2 PLAN - LEVEL V,. 1/411 = 11_011 Revisions No. Date DescrOtion 08.28,99 ADDENDAM#1 2 08,29,98 ADDENDUM 01 1 07.31.98 FORCONSMUCTION No. Date Description Issues 0 Arctiteetwe Interior Design Flaming Landscape Architecture Construction Managernert Graphic Design • r... ii� f:.-: ie�.t Tel 609 452 8888 Fax 609 452 8332 Ptincetat Pttilac�l a New York V1rgtal Gari �tm.it Kansas City Dallas Sydney Certificate of Authorization MR-77=17111117717M I 01909 THE HLLERGRDUP,Inc:Princetan,NJ •i 40 1 0 Arctiteetwe Interior Design Flaming Landscape Architecture Construction Managernert Graphic Design • r... ii� f:.-: ie�.t Tel 609 452 8888 Fax 609 452 8332 Ptincetat Pttilac�l a New York V1rgtal Gari �tm.it Kansas City Dallas Sydney Certificate of Authorization MR-77=17111117717M I 01909 THE HLLERGRDUP,Inc:Princetan,NJ ------------ ------------ Revisions No. Date Descrotion 08.28.98 AIDDENDAM#1 Cadd 11Projects\projeots\ TO ROOF ABOVE ( ")STAIR #5 PLAN — 11/411 =- if -Off — — — — — — — — — — -- 5'4" VVA Project I ADor !or rrow ................. ... Conference Center STAIR #3 & #5 PLANS tV Proj act No. 3924.02 Scale AS SHOWN C14 J-84 T I V- 12 Vs ip, eE C? 11T's @ Vea SEEJSE�T�QN lfffi.21 U 40— P FOR TREET RI�EIONFQRA 10 1014 PARTITION UNDER STAIR e- 18'-5" STAIIR!"'- #5 1"°°`LEVE"L 'A' Flow& 2)1,/411 = 11-011 EXTERIOR MTL STAR TO ROOF ABOVE ( ")STAIR #5 PLAN — 11/411 =- if -Off "LAN — LEVEL �5TAIR #3 r 1/411 = 11-011 No. I Date Description Issues A-clite&Lre Interior Design =ape ArchtectLire Construction Management Graphc Design The Hillier Group 500 Alexancler Park CN 23 Princetorl NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Wiladelpha New York Washngton Clarks Sunmit Kamm city Dallas Sydney 5'4" VVA Project I ADor !or rrow SheetTiffe I� III Conference Center STAIR #3 & #5 PLANS tV Proj act No. 3924.02 Scale AS SHOWN C14 J-84 T I V- 12 Vs ip, eE C? 11T's @ Vea CARRY SCHEDULED 10 PARTITION UNDER STAIR e- 18'-5" STAIIR!"'- #5 1"°°`LEVE"L 'A' Flow& 2)1,/411 = 11-011 "LAN — LEVEL �5TAIR #3 r 1/411 = 11-011 No. I Date Description Issues A-clite&Lre Interior Design =ape ArchtectLire Construction Management Graphc Design The Hillier Group 500 Alexancler Park CN 23 Princetorl NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Wiladelpha New York Washngton Clarks Sunmit Kamm city Dallas Sydney @1998 THE HLLERGR0UPInc.Princeton,NA VVA Project I ADor !or rrow SheetTiffe I� III Conference Center STAIR #3 & #5 PLANS Date 07.31.98: Proj act No. 3924.02 Scale AS SHOWN @1998 THE HLLERGR0UPInc.Princeton,NA wnd m TOILET RM.#040 PLAN -LEVEL B 1/411 it -Off iPANTRY RM.#120 PLAN - LEVEL A lk m PANTRY RM.#171 1/411 11-011 PANTRY A&5 3-9 100, 7-11 1/2" Fr -LAN - LEVEL A R" FUIMM TOILET RM. #003!) 005111031 105 - LEVELS A & B 1/411 = 11-011 ft., TOILET RM.#1 139 115 PLAN - LEVEL A "t ) 1/411 = 11-011 TOILET RM.# 207,,208 PLANS -LEVEL 0 1/411 = 11-011 K.3 �Tm /5A\ CCTAI 8 TOILET (0 203 TA1 CT) ki 0 TA9 TA9 TA10 TAI 5A TOILET 8 204 TA TA18 TA3 TOILET RM.##20, 204 - LEVEL 0 1 /411 = 11-011 0 Revisions No. Date Description 11828.98 ADDENDAM#1 No. I Date Description Issues Arctitectwe erior Design ncape =P! Arctiteckre Construdion Managwent Graphic Design The Hilli=��k 5MAex CN 23 Prin(AM NJ 08543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia New York Wishirgton Claris Sunrt Karms city Dallas Sydney II Li j PM Dor Aiia _i Sheet Title Conference Center ENLARGED TOILET PLANS Date 07.31.98r 3924.02 AS SHOWN 01998 THE HILLERGROUPffir. Prinoeton,NA RS -3 F n OF SCREEN FWD - I, t FIXED CABINET t DOOR - - - - - f- t ♦ I% � t ♦ y � °I .. a P-7 DRY MAR KE R BOARD Doral 971 � ArrowwooJ S, sheet Title Conference Center P-4 ,! .� INTERIOR _ Q 'EQ. EQ. EQ. RB -1 E LEVAT IC}N s 957 958 959 950 RB -1 EQ. 959 958 957 Q. 10 Date Project No. 08/28/98 8924.02 EQ. EQ. I� 4 scale sheet No. Classroom x#137 Classroom#137 Classroom i 1, ° = 1LC (i9)qv � /� Drawn JLC■ 1t r t tt t t ,_,,, t t t It t tt tf t 11 1 /4 — 1 -C�0 1 /4 -- 1 -0 1 /4 -= 1 -tJ 1 /4 — 1 -0 Checaed O 1 2 S 1 - --- �19 , nc rmre n, %%Cadd_liPrcjectslprojects18824—Anownvood100,_GADDtPlots TraininglAW04.wnd Wad Sao 1S 15:34.02 1998 0 0 0 " ...._. _.... ....... .............:.:.:. ......... a N i - ❑ O P-7 0-• r 11 r JI I r 'I r P-7 _ DRY MARKER .: RS -3 UVD-3 0 DRY MARKER E I � / BOARD •�----Wit -------�. P-7 B0 ARD R -2 S VVf)-3 0 / 971 FW—D--! I s BOARD � I I ` ( FW 7D- York - ' •Yu.• Claris rrrrit KmmCity Dallas f / WD- I I 0 �— 937 \ e�e ■ — ti`I 1 ( ` I b D PMCl sEQ. e E d i ! !E i I ., + e ❑ ❑ GE—� �My ❑❑ y I� I ❑ 0 DRY PL -L DOOR Y-011 3°-0° • _................................:._........................................_...............:.:..::....,....................,................ x EQ P-7 EQ.. S %L8J "-7. EQ. RB -1 0 _0 " ...._. _.... ....... .............:.:.:. ......... 10 N i - ni "CJ 81l n1a11 21-81l G :a:::::;..::::::::.: 0-• r 11 r JI I r 'I r r - _ .: O @) E E:1 •�----Wit -------�. P-7 R -2 S VVf)-3 0 MARKER ! P-7 I s BOARD � 0 ` ( FW 7D- York - ' •Yu.• Claris rrrrit KmmCity Dallas f / WD- I I 0 �— 937 ,l ■ — - E PMCl i,~.iK_FI ., WD -3 e ED STOW GE—� �My ❑❑ I� I ❑ 0 DRY PL -L DOOR Y-011 3°-0° • _................................:._........................................_...............:.:..::....,....................,................ x EQ P-7 Sydney _............... :: DRY . ..........:.::..., :::.:.::.:::::.,:.:...:......:. _:...:., ..........._ ....................... . . ,...................,. _.:......:.......................... _ ............... p ....................... _ 10 _ _ MARKER BOAR Xx ❑ R -4 S 3 _ MARKER BARD r e � C7 _.... _ E Q r T( ...P ...E.L..::.... . ViID-3 0 _: e 0 CPA 1 o I _......................................... . ............................ _. tr........... ..........,.......x.... _... e ...::.. 9 \ /►� 1 TA LE 1 R B 1 .:' .::..., ..::....: ':,:. . ' ':::..: ::: ':: ..., ..... ..:.:.:......... ...... ... ■ TA .:.. u EL P-4 P-4 �► �....� , P-4 P-4 FI D CAB11, Doom ET I I> r 1 I; ; e' I I I RB -1 P-4 ? � .09.28.98 FORCONSTRUCTION RB -1 a, ' � f _ PLG � e -- `. _ — — - I . �. I 1 ` ---————— — — — — —® x (935% Ll i I I '�! I i s4kEQ I . ; �� ) No. Date Descnpticn EQ. Issues 958 957 959 Classroom # 14 3 Classroom #143 Stepped Classroom 4 S-tepped Classro 1 11 11 11 1 it 1/4 = 1 -Q 114 = 1 -� 114 = 1 96 )1/4 -- 1 -} ® -_ - 934 71 All E E'(� �Q � %r-(J'r � —___ __------------ �--_—__ __------ 6-911 _0 " JI10 10 N IFNI] ni "CJ 81l n1a11 21-81l G 933 0-• r 11 r JI I r 'I r r - �1 O @) E E:1 •�----Wit -------�. P-7 R -2 S VVf)-3 0 MARKER ! P-7 I s BOARD � 0 ` ( FW 7D- York - ' •Yu.• Claris rrrrit KmmCity Dallas f / I I ,l ■ — iEl PMCl i,~.iK_FI ., e ED STOW GE—� �My ❑❑ I� I 1 1 MENEM= PL -L DOOR Y-011 3°-0° • I,• x EQ P-7 Sydney _............... :: . ..........:.::..., :::.:.::.:::::.,:.:...:......:. _:...:., ..........._ . ,...................,. _.:......:.......................... _ ............... ..t ......................... ....................... 10 _ _ .._... . _ ......................... Xx o 3 C7 E Q r ViID-3 0 _: 0 CPA 1 o \ ...::.. /►� 1 TA LE R B 1 i ■ s P-4 P-4 , e ? 9 a, f ` ---————— — — — — —® x (935% 6-911 6-41I " 10 N IFNI] ni "CJ 81l n1a11 21-81l G a �I 21-711 �� -71.1 G Z 0-• r 11 r JI I r 'I r J� r - �1 O @) E E:1 P-7 R -2 S VVf)-3 0 MARKER ! P-7 I BOARD � 0 ` ( FW 7D- York - ' •Yu.• Claris rrrrit KmmCity Dallas f / I I ,l iEl PMCl i,~.iK_FI e ED STOW GE—� P-4 I� I 1 1 MENEM= PL -L DOOR , � • I,• Sydney mm____ - i%Oadd_I%Projects\projects%3924_Amw.wood�OD_CADD1Plots_T rai ni ng%A01P,D4.wnd 01098 THE HLIERGRD P,lnePrinlelsn, .J Wed Sep 18 15:34:02 1998 oil, N IFNI] - 0-• Imm �1 a�uaw ..._ "- E • ♦1 • • AFF— a =i"i1tiar�EEEE mumummum tEEELEEEEE". IN7RE�t■E■EE IEEEHEEEEE Ii�Lt1EilEt�i York - ' •Yu.• Claris rrrrit KmmCity Dallas MENEM= • Sydney mm____ - i%Oadd_I%Projects\projects%3924_Amw.wood�OD_CADD1Plots_T rai ni ng%A01P,D4.wnd 01098 THE HLIERGRD P,lnePrinlelsn, .J Wed Sep 18 15:34:02 1998 —-- — — — — —_ —,.Y_.._-- — ----._.._.._-----------_...—. — —— —_—_.._-----------_._.--- .1U I� , Interior Design Planning Landscape Arct�tectcre Edit p Edit puctiorrLIGHTING PIPE GRID SOUND ATTENUATION Room Room Edit Room Graphic Design The Hillier Group SEE DETAIL 919 •� • 11 1 as 11 _ 1 11 ra _ 1_0111 Tt*,, ler Gr Park GN 23 P-1 SOUND ATTENUATION 1 /4 = 1 - 1 /4 1 -� 1 / 1 Prirx�tcxl NJ MOM SEE DETAIL 919 LIGHTING PIPE GRID —,r—---__._..__ — — — — — — — — _T .� _ s.._ ..._—--_..._____... _----------- �......._ Tel 609 452 8888 Fax 609 452 8832 Rir>retorl 1 I II SOUND ATTENUATION I PhiladN a Newer SOUND ATTENUATIONI I CYCLOR:�MA (NIC) SEE DETAIL 917 j 5umlit SEE DETAIL 917 I I c oG 1 R I I i city P-17 DalPETURN I sydney I I I I GRILLE I i Fm -,Tl I I I I� I I ------------------------------ _I I I I i /� I I /� °\ /� ,/ �'� Certificate of Authorization I I 1 I II II IIII 1I i1 i �j1414 PELEC. PANEL P-14 P- b ,/ REDA l % I 11 _.—___ r i�-- — — — _ — —_._—_---J ___— __ — — — i .\` iL °\, -1 ,/, •\� -1 \. -1 e ° t s41-3 Video Production StudioVideo Studio Green Room Green Roam Green Room Green Room 11 1 11 1 11 1 1a 11 11 1 11 11 12 7 11 _ 1 11 V 1 11 1 /4 � 11-011 — i /—P � —0 1 /—i " 111-0111 114 — 1-t} 1/411 = 1-C� IMP 1-U �5igrrakreardSeal Professional license No Project 51-011 -011 P-5 PRE -FABRICATE c -r / ..:. _ _ CA OPEIIGING _ _ \ _ _ _ _..................................................................... _ P 5 1 ................. _ FSP......... _.__......_............... 1 / / .................... PRE FABRICATED P 5 o _ � .::::::..::.:.:::: _.............. ,:::::::.:.::.::.:.:::..::.::::.:.::..:.:::::::..::�.::...............: ::::...:.::._..::.::.:::. ca o i�4SED OPEININ� VOICE OVER d- ::.:.:.::...............:::..:. o �t_..................................._ ...... _ r r ❑ _ _ :: _ _ COORDINATED SIZ _ \_..................................:.....................:...:....:...::::::.:..:::::..::::.:.:..:::.::. P 5 :::::..::..::..::.,...: .....:..:........................ - as _......:.:..:::.:...:::::::::.:.:::..................:.........:........:.:...:::::...::::::::::.:.:::..::. 1 VOICE OVER O4 cs� ❑ COORDINATED SIZE N 1L_J N..::::...:.:.::.::..::::::::.::.:.:.:.:.:::,:.:.:::::......:..:.:: >:.:: D EXACT LOCATION _r DoY'cl� ............. :::.:.:... I BOOTH AND EXACT LOCATION r� , / I W/EQUIP�ENT WtEQUIPMEN ArrowWC�CI \ / T,,,RAISED / II SED FLOG c, P5 ,- P5 RAISED FLOOR FLOOR RAISED FLOOR / Sheet Title B1 B1 I/ iCo nference Center , �-04 �- INTERIOR ELEVATIONS Data Project No. • 08/28/98 3924.02 Audio Room Audio Room Video Headend Video Headend Video Headend Video Headend a- 111Sheet "°Audio Rooms Audio aom Scale 114 - 1-0 14) i1 1 11 16 1! ! 11 1 7 Drawn A53 I1 _ 1 11 +� 1�� 11 1 11 ••, 11 _ i a1 1 1 11 1 1a— 1a 1 a1 — 1/4 - 1-� 1/4 - 1 CJ 1/4 = 1-0 1/4 - 1 -t� 1/4 1-0 1/4 1-p 1/4 - 1-0 1/42011 = 1 1_011 JLC t;t,ed 0 1 2 s 1 tlCadd_11Projects\projects13924_Amo~od{00_CADDIPlcts Train!ng\A01A04.wnd 01998 THE HLLER snnm n, --- Wed Sep 16 15:34:02 1998 COVERED CURVED WALL z L ACCT -I CT -3 WC -2 (3/4" X 3/4") - ACCT -2 21, CURVED WALLS (SEE PLAN FOR R= ........./- Dini or Break Area Elevation - RM # 292 & 328. t2 10 1/411 11-011 1/4it 1'- D0� .. .... ... ........ .. . ........... . ..... . ..... ..... ............. ........ .... ....... .. ..... . .... 411 .......... 91 2 ...................... S I NA - ------------------- ......... ... ........... OPEN w , N11", PX, , 11 1 :_ .... _. �-:-q C -.12 Sim,[ ......... SHELF VMK',Q K,RFACEUN"R UNDERCOITER .... PUM E .......... LIGHT � �- ss T. ,a -�2 Dinhna North Elevation Equip- Repair Elevation - RM # 338. Repro Mail Elevation - RM # 214, 1/411 11-011 1/411 11-011 1/411 1t-0ff 4 Ov"'R A*%'1'w0J1ZK 10 S11 N11 M.k G`.1:V I % k, Sy R' A-R—K ----------- ------- ----- ----- 1* .............. .... ......... .......... .......... o ......... / Y ... ."*.q,•... ................ r4 r— k v it Arclinteett" it I Interior Design I Planning POMER N Landscape ArcNtectLire STRIP Coistruction Managerrent .�c ... ... ............ .... v F�A ... .... N" ...... Gra 'c Design N- -UNDERCOUNTER The Hillier Group 500Aexander Park CN 23 ....................... ........... ........................................ ............. ........ T LIGHIT 7 RE 7 ....... ..... Princetor% NJ 08543-0023 ............ ...... ....... N... .......... ...... Tel 609 452 8888 7-Q: Fax 609 452 8332 ...... Princeton ........... ......... 2 ............. Nork ............ ........... ............. / Claris nrit Kansas city Dallas Sydney Certificate of AAhorizaticn Equip. RepairElevation RM # 214Dining East Elevation - 3 3 8. 12 Repro Mail 1/411 11-011 1/411 11-011 1/4 it 1-0 EDA 8ERr,4/— v 'n 93 N v 2 '�VtED Signature and d Prolassional License IVo Si RAISED FLOOR 50 Issues L L T WASH�l 7P- PT -1 PL PIA LASS MOSAIC N COVERED CURVED WALL z L ACCT -I CT -3 WC -2 (3/4" X 3/4") - ACCT -2 21, CURVED WALLS (SEE PLAN FOR R= ........./- Dini or Break Area Elevation - RM # 292 & 328. t2 10 1/411 11-011 1/4it 1'- D0� .. .... ... ........ .. . ........... . ..... . ..... ..... ............. ........ .... ....... .. ..... . .... 411 .......... 91 2 ...................... S I NA - ------------------- ......... ... ........... OPEN w , N11", PX, , 11 1 :_ .... _. �-:-q C -.12 Sim,[ ......... SHELF VMK',Q K,RFACEUN"R UNDERCOITER .... PUM E .......... LIGHT � �- ss T. ,a -�2 Dinhna North Elevation Equip- Repair Elevation - RM # 338. Repro Mail Elevation - RM # 214, 1/411 11-011 1/411 11-011 1/411 1t-0ff 4 Ov"'R A*%'1'w0J1ZK 10 S11 N11 M.k G`.1:V I % k, Sy R' A-R—K ----------- ------- ----- ----- 1* .............. .... ......... .......... .......... o ......... / Y ... ."*.q,•... ................ r4 r— k v it Arclinteett" it I Interior Design I Planning POMER N Landscape ArcNtectLire STRIP Coistruction Managerrent .�c ... ... ............ .... v F�A ... .... N" ...... Gra 'c Design N- -UNDERCOUNTER The Hillier Group 500Aexander Park CN 23 ....................... ........... ........................................ ............. ........ T LIGHIT 7 RE 7 ....... ..... Princetor% NJ 08543-0023 ............ ...... ....... N... .......... ...... Tel 609 452 8888 7-Q: Fax 609 452 8332 ...... Princeton ........... ......... 2 ............. Nork ............ ........... ............. / Claris nrit Kansas city Dallas Sydney Certificate of AAhorizaticn Equip. RepairElevation RM # 214Dining East Elevation - 3 3 8. 12 Repro Mail 1/411 11-011 1/411 11-011 1/4 it 1-0 EDA 8ERr,4/— v 'n 93 N v 2 '�VtED Signature and d Prolassional License IVo N FP -75Ch Conference Center INTERIOR ELEVATIONS Data Project No. 08/28/98 3924.02 Scale Steel: No. at -ion 11 11.011 control Room North Elev A 1/4Control Room West Elews-ittion Control Room South Elevation Control Room Drawn M A 1/411 = it -Off 1/411 = if -Off 1/411 = 11-011 1/411 = 1 1-011 ChecWed JLC A*A Wadd_llPtojectsiprojects%3924_AmwAwod%DD_CADD%Plots_T ralningNAMA04.wnd 01080 THE HLLERGR0UPIntP6nc*ton,N4 Wed Sep 1815:34:021998 Si RAISED FLOOR 50 xox 7P- 5 ♦ WALL MOUNTED HANDRAIL RAI iED FLOOR RB -1 T N FP -75Ch Conference Center INTERIOR ELEVATIONS Data Project No. 08/28/98 3924.02 Scale Steel: No. at -ion 11 11.011 control Room North Elev A 1/4Control Room West Elews-ittion Control Room South Elevation Control Room Drawn M A 1/411 = it -Off 1/411 = if -Off 1/411 = 11-011 1/411 = 1 1-011 ChecWed JLC A*A Wadd_llPtojectsiprojects%3924_AmwAwod%DD_CADD%Plots_T ralningNAMA04.wnd 01080 THE HLLERGR0UPIntP6nc*ton,N4 Wed Sep 1815:34:021998 Si RAISED FLOOR 50 N FP -75Ch Conference Center INTERIOR ELEVATIONS Data Project No. 08/28/98 3924.02 Scale Steel: No. at -ion 11 11.011 control Room North Elev A 1/4Control Room West Elews-ittion Control Room South Elevation Control Room Drawn M A 1/411 = it -Off 1/411 = if -Off 1/411 = 11-011 1/411 = 1 1-011 ChecWed JLC A*A Wadd_llPtojectsiprojects%3924_AmwAwod%DD_CADD%Plots_T ralningNAMA04.wnd 01080 THE HLLERGR0UPIntP6nc*ton,N4 Wed Sep 1815:34:021998 RAISED FLOOR 50 N FP -75Ch Conference Center INTERIOR ELEVATIONS Data Project No. 08/28/98 3924.02 Scale Steel: No. at -ion 11 11.011 control Room North Elev A 1/4Control Room West Elews-ittion Control Room South Elevation Control Room Drawn M A 1/411 = it -Off 1/411 = if -Off 1/411 = 11-011 1/411 = 1 1-011 ChecWed JLC A*A Wadd_llPtojectsiprojects%3924_AmwAwod%DD_CADD%Plots_T ralningNAMA04.wnd 01080 THE HLLERGR0UPIntP6nc*ton,N4 Wed Sep 1815:34:021998 Conference Center INTERIOR ELEVATIONS Data Project No. 08/28/98 3924.02 Scale Steel: No. at -ion 11 11.011 control Room North Elev A 1/4Control Room West Elews-ittion Control Room South Elevation Control Room Drawn M A 1/411 = it -Off 1/411 = if -Off 1/411 = 11-011 1/411 = 1 1-011 ChecWed JLC A*A Wadd_llPtojectsiprojects%3924_AmwAwod%DD_CADD%Plots_T ralningNAMA04.wnd 01080 THE HLLERGR0UPIntP6nc*ton,N4 Wed Sep 1815:34:021998 ------------ ------------ Revisions No. Date Desorption A A,3 A.6 A.9 B C D E FAll, EQ EQ EQ EQ .� ..i. .. .. ® �. 563 i ! � r seen aaw won woo mac »w oew wee gaga aaee wag r � ' 6F � � � � •'",,,w*� •ken aaae sxa (aaaa wag, + � t L. waa awe x« ((( 1 1 t "i' ' r fF f: SF z' 03 ,' fit R _]EX tl� F F } F - - t} } f ---------- - 1 06:28.98 FOR CONSTRUCTION ....... 9 � 1 ` No. Date Description 31 s wen vew wox wog ` . ' --i": Aa° DIFFUSER C=E C=EO { # 3 Issues f o f f ## SIGNAGE BY OTHERS f' '\ ■ i \ wf owe wax ww Cow wan: aaaar oaan owe m6 Q "� ,,yy qq ��^^yy r�f� {J C3 c�'G l ` � uac rwa xw au %cove scvc :ragas nae awa ;era '� .. �... .. ... ® smi .. .. Main Street Reception .Area ill= -Off EJEEUE] �' � 1 � saaa coaa Isaos xse oGb �� EQ EQ EQ Main Street tt _ t tt 1/8 - 1-0 P 16 ND- WP- P-16 WD-4 WD-5 WD-5 P-16 7 EQ SPACES 8'-3" 9'-W 4'_9" I 13 I -"I 113 y ( F ACOUSTICAL PAN L a ® I X5312) ;( I aaww www wn a w >a .aa ww �w ; _ Bo El 1 14„ j I ' ( EXIT SIGN Z. 4a; I F `\ i ,\ _ '�:• 4'-U' 4'-U' 4'-0" 4'-0" -4 -D 4-0 \ Ti , cc ( ( .{' .-_______ _ ( � oaw ,awe veva was xae. awe �i ��5 j j j I _ j - I AMmectture P-16 WD-4 _ P-11 RB-1 I WC-8 MAPLE BASE Interior Design ( ( ( WALL MTD. HANDRAIL � Plarxling Landscape Ar'chtectt re i C I i ctx�ru tion Managemert Graphic Design Main Street The Hillier Group =Alexv,bv Park CN 23 Prirx"eton, NJ OBS-OC�3 1/8 if = 1 1-011 Tel 609452 8688 Fax 609 452 8332 Princeton Philac�i a Zia 3 y �.f 3 ffF r�k AY, ✓}'.,4 {vwlark$.'X.Ir{r�i�rllt ..'..,.�'' �s,_„"F..,....'€......,...._....5 Dallas s Sydney t !!! eee !'! w ;F !!!! !!!! ecce !!!' ecce !!!' 'ee* !!!' Certificate ofAuthanzaton !e £-EL L�c e+ a ! > ! e e e ! e ! r ! e PANEL, e e! e ! e! e P# w e e! e! e! e EDA 1 ❑ k ( DASH ! P 558 - _ �] SIS ! ,! �S�I�R I 1 3 553 TY �................................... ..... :.-------- � ` :... :.3"}3.................................................................................. ..€U.......... ...... ....... PANTRY RM # 171 PANTRY RM 120 �gr�urear,a _ _ SIM 556 _ _ J _ .. _ _ _ tr t �r - 556 � Q �_�`�: _ Professional t.ir�seN® {� 1/4 -- 1 _p 1/4tt _ 1t_�tt Project ITYR 554 , X IM.F-� {f 11-6 f 3:-O:: +�.3$"��;' ' `' vt •� , 4 ,1e '' y \ M1 4 S ��..FF �;dd'' ... v4 v4 yh tv Eq ..h 4 ° h . \\ • 4`hv. S 44 `y S tv h, v S ;, vk'• l .''tvv ............................` a El= 1_,.J 55t} T ( ( 5a4: .-.._; � ! e .,! ,! a ora y♦ t ! ° ! e ! lo (((JJJ .4FILLER/ ! ArrowwOld :_.. ---- i_-., k t;e e `'y eh e `i a 4 tt ee''! !!, M Street I itle ILh ' ', ,--, .... .� �.. ...... Conference Genre ( j ............................ !; t — D I IPAN E - INTERIOR ( ( I ELEVATIONS Date N ..................................,..,........................,. � o. 4.02 .. .... Project 08/28/98 392 PANTRY 13 9 PANTRY RM # 139 �eAS NOTEDsr>eetNa��Ca�n Street Star �,eso�.rce �:oor��. R:�✓I 213Drawn A6m5 tt _.._. t tt tt � 6 JLC tt .� t tt 1/4 -- 1-0 114 11-011 114" = 1'_p►' 1/8 — 1-0 Ct,ecl� o 1 2 5 1 91900 THEFILLERGROURImPrinoton,NA 1%Cadd-1%Projects%projects13924_Amwmaod%00_CADDIPiots Training%A0U104.wnd Servery Island Elevation 1 1/21f 11-011 J. Revi*m No. I Date I DescrOtion No. I D118 I 1 -*In Issues ArchitecIttre Interior Design Planning Landscape ArchtecUre Con&Wion Management Graphic Design The Hillier GmV 500AexandwParkCN23 PrincetoR NJ a643 -M Tel 609 452 8888 Fax 609 452 8332 Princeton Philadellphia York ftfinglon Clarks Swrrd Kmm CRY Dallas Sydney IV "TIN fiTor, rx-olff—I'M Z,10�77 Doral Arrowwooi Sheet Title Conference Center INTERIOR DTA E I I-XILS Date Project No. NOT RELEASED 3924.02 ScaleSheet No. 111211 = I }V JIM Aft Drawn JLC Ao.o Checked Woo$ IRE HLLER GROUPft ftobn,NA ------------ ------ - - - - -- No. Date Oescrpton i n 08,28.98 ADDENDAMM a i r Iw.®.__ PAprojects%3924 Arrowwot Thu Sep 17 08:61:09 1998 ------------ ------------ Revisions No. Date Descrption I] / r 1 08.28.98 ADDENDAM#1 { i � P, I i O p 07.31.98 PORCQUSTRUCTlON No. Date Description Ll Issues SEE PLANS FOR SEE PLANS FOR SEE PLANS FOR SEE PLANS FOR SCHEDULED FINISH SCHEDULED FINISH SCHEDULED FINISH SCHEDULED FINISH TOILET RM. # 113 ELEVATION - LEVEL, A 1/4111— 11-011 t i Mal nnal Its— I V, III I i 1 / p Q SEE PLANS FOR SEE PLANS FOR SEE PLANS FOR::�7 SEE PLANS FOR SCHEDULED FINISH J SCHEDULED FINISH J SCHEDULED FINISH SCHEDULED FINISH TOILET 115 ELEVATION - LEVEL A f i 1/4it 1 1-011 Architecttre Irlierior Design Plamirg t andscape Architecture Corstrur ion Niana<gerrerrt Graphic Design The Hillier Grog 500 Alexander Park CN 23 Princeton NJ a3543-0023 Tel 609 452 8888 Fax 609 452 8332 Princeton Philadelphia New York Wmlrgton Claris SumTit I Kansas City i Dallas Sydney Certificate of Authorization Eq c� 93� i, i Signature and Seal Professional License No Project Dora� Arroww A Sheet Title Conference Center TOILET ROOM ELEVATIONS Date Project No. 7.31.98 3924.02 t Scale Sheet No. AS SHOWN Drawn TGM A5.11 Checked I \\Cadd 1\Projectslprojects\3924,Arrowwood\00_CAODkPlots_Training1A0W00.wnd 01998 THE HLIERGROUP,NcPrmmton;Nd wea ca., in na n» nn ioaa i r f ,� F 3 j ,; got add_l%Projectstprojectsl3G24_Affowwood%00�_CADD%Ploti�_TraininfAAGVA04.wnd Wed Sao 16 15:34:02 1998 Revisions No. Date Desorotbig 2921-30" 96 13 13 1 3 1 8-8 28'-011 28#-0" 281-01#11 28'_011 28#-O#v 28'-011 301-0#1 30#-Olo T T �-1 1 T-6" 1 8'-6" 11 1-5ft 21-01' lit-Ofl I 50'-3' T T I - - I - - V - - V - R X V H - - - - - - - - - - T - - - - - - - - - - - - - - -------------- L ------- ------- 000 00 No. Ditto Desodption P-21 MECH EQUIP 0. BREAK AREA a6.2 ------- 4 --------- z P-21 0 OD FEC STAIR 2 PANTRY -A FG -24 F�295 'ANTRY- MECH. EQUIP BREAKOUT BREAKOUT RE Im `:7� 00 00 L . . . . . . . . . . DN UP I i P-1 RIC DLEPLAY CLASSROOM LT i - — - — - — - — - — - — - — - — -- 0 P-21 r .1 w 00 STORAGE 173 F(,2 0 PROJECTION Cm I FEG KVL=�'"RT z BREAK AREA CORRIDOR FIG -98 STORAGE P-21 STORAGE F:F?l 29 EE UJI (D ROLEPLAY - — - — - — - — - — FEC ------------- ---F!FG - 59 - - — - — - - — - - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - BREAKOUT — - — - — - F-1 P-9 0 FFG:i1 CORRIDOR LU PROJECTION ROLEPLAY F �- 9, CLASSROOM CLASSROOM FFIG-59 KUL1::t-L/AY CORRIDOR 2 RG -93 F]F?8� F:F!95 i ROLEPLAY I z CLASSROOM PROJECTION ROLEPLAY EM EFG!3� F:Ffs 0 0 ROLEPLAY PROJECTION BREAKOUT F�G L F: TF4 ROLE LAY - — — - — - — - — - — - — - — - — - — - — — - - — - — - — - — - — - — - — - — - - — - - — - — - - — - — - — — - FFG -39 BREAKOUT F: ]F F4 0 0 .1 N STORAGE F� 129 N nul - - — - — - - — - — - — - — - — OR -7 PC -T 110 1 Coco - ----- ------ ------— - — - — - - — - — - — - P-9 CORRIDOR CORRIDOR F(3-25 I FC -22 ROLEP P, PROJECTION CT -5b BORD MMEN FFG -3 'S RM �3 CICT-5a) I FIG 6 ROLE PLAY ---- — ----- ------- FMMPATTERN FS93 SEE DTL. 304A Anclitegature �ARPETAND .1, N PAINTONLY) no -es, "N. M. � CLASSROOM CLASSROOM 2 F 0 --- IVI ,,Design P, tecture on enw1t F0 rD — - — - — - . . . . . . = . ....... ........... F::F?59 FG -59 esi The Hillier Group Fnr n PROJECTION PROJECTION TELECOM ROLE PLAY 500Afterzfer Pirk CN 23 Princetaq NJ 0WAXOM CT -5b Tel 609 452 8888 V_ P RN SEE DIL. 3 WOMIENSRM PROJECTION 0 Fax 609 452 8332 Princeton tv) V_ CICT-511) 112 EM� .1 ZOM 4 CONFERENCE� D D D D Ill 0 NL - — - — - — - — - — ------ TELECOM 2 F99 F]FC-292 Kansas C4 Dallas Sydney ROLE PLAY -- — - — - — - — - — - — - — - — - _4 - — - — - — - — - - — - — - — - — - — - — - — - — - — — - - — - — - — - — - — - — - - — - — -- - --- --�KOUT — - — - — - v" BREAKOUT STORAGE Certificate of Auftrizabon V_ STORAGE EMIR EMI Q L) I J44.....j F91 29 Lo V_ EDA 3.1 4 - — - — - — - — - — - — - - — - — - — ------------ -- ------------------------ -------- ---- - ----------- --------------------- ------- -- PLA FG_ g.0 Ah 4__ ---------------------------------- - - - - - - - - - - - - - - - - - - - - --- --- --- --- -- 3 N V_ FFG -28 _15MLOWCOUINTER) FD (-Z) 0 V_ CUSTOM CARPET- MAANSTREET PATTERN FF!89 TO BE DEVELOPED (C-6/ C-7) COPY tuRg urre R)ciessional Licensge No 2.5 T LANDINGAT UP UP d* I iga LEVEL A '�T A_ I I I I I TErV CG -1 Project ----- --- -- ----------- -- ------- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - Im ---------- ic DN ON UP TAIRISI I I I I I .... .......... .. ......... ............. . ------ ----- - - - - - - - - - - - ....... . 7.177:7 CICT-5a) 04 VEST VEST �19 F! 69 STAR 9 1 Doral TAIR # rCT-5a) 0 -5a) 0 0 rCT F�294 MENS 70LET WOM N'S TOLE DIN G 1 89 0 0 C .0 FF A OA rrowwo DN .............. BOI 0 BORDER`7 Conference Center 3 ............ N 6 .......... LEVEL A .......... INIX . . . . . FIELD PA r.LD PA. 304A SEI 4A FINISH PLAN .XXX. . . . . . . . . . . . . . . ............. N D N Date Project No. NOT RELMED 3924.02 Ot LEVEL A FLOOR PLAN CT -5b ;b ORDER -7 1 Scale Shad No. 1/8 -011 unawn 12,2 0 2 4 lu 2U 3u Chedgm! A1502 us 1 1:0 momlo I.. NIA got add_l%Projectstprojectsl3G24_Affowwood%00�_CADD%Ploti�_TraininfAAGVA04.wnd Wed Sao 16 15:34:02 1998 I%Cadd-liProjeots%projectsi3924,Am*ANoodiDD�_CADDiPlats-T mi minV%A01IA04,wnd Wed Son 16 15:34:02 1998 No. Date Descrotim ru 292'-3" T 13 -1 V 13 8143 28#-0'# 281-0" 281-0#11 28'-0111 28#-011 28#-011 -010 -01" 141 30" 301-011 50'-3 71-6" 81-61" 21-W T (D @ ... ---- --- OFFICE OFFICE OFFICE OFFICE OFFICE 3 " 33 C F3 L-------------- L ------ No. Ditto Donription P-21 Issues ---------- : 0 N BREAK ARE F:F!910 k -------- 4 ----------- - OFFICE OFFICE OFFICE OOICE 327 32" 1 325 1 1 324 1 "F "F3 G3 z P-21 to 00 REF ............... ........... ........... - — - — - — - — -- -- — - — - — - — - — - — - — - - — - — - — - - — -- - — - F -F-6:274 DN OFFICE OFFICE OFFICE OFFICE vM" TELECOM OFFICE COPY ELEG P-24 '21 [:�!292 "FC -3 V.P.OFFICE '314 Ep� F — CONFERENCE F�G 4] �jN ------------ co M CM STAIR#2 EY - — - — - — - — - — - — - — - — ---- I 1 0 --------- . I OFFICE OFFICE I OFFICE OFFICE OFFICE OFFICE OFFICE FF59 Ln RECEPTION OFFICE 30 Et FF! 3 "F3 CONFERENCIE z FE9! BREAK AREA FF�190 k - �11 M E)— -- — - — - — - — - — - OFFICE OFFICE OFFICE i �-�G �3 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ul-Mot UU (0 P-21 "FM . - �C-3 F 301 -1 F FFF LIL, M 0 I -- ------------- CORRIDOR CORRIDOR CORRIDOR FF�910 CORRIDOR FFT910 FF 109 UJ Q L STORAGE = z --------- -1 - - - - - OFFICE OFFICE �-F�C-3 OFFICE L& OFFICE I - - - - - ------ 1 IP OFFICE OFFICE 287 1 �q [::FS93 TPG,3 9S 3 OFFICE OFFICE OFFICE OFFICE 280 OFFICE OFFICE OFFICE OFFICE 1 2 1 277 J 1 276 1 �FG �3 ---------- z T -25 T- -5a7 CT -5b ORDE MENS TOILET F-C-T--Sb7 I FS16 10 FIELD 0 'ATTERN OFFICE OFFICE PFW OFFICE 2111 "F S3 -- i DTL 304A - - --------- OFFICE OFFICE O:FICE �S3 �1,3 OFFICE OFFICE OFFICE OFFICE OFFICE 1 �FG3 REG 39 OFFICE OFFICE OFFICE OFFICE �272 1 274 -------- STORAGE Fff,� r F STORAGE Jc �F�2 U 0 N FIfC - -7 --------------- - - — - — - RAGE FFT2 29 Z-- STORAGE iTOi �GE iT STORAGE 2 FF�S��29 FFS229 COPY J"' IT OFFICE OFFICE OFFICE .... ... .. OFFICE 2 "FG3 OFFICE OFFICE OFFICE OFFICE 2 FG �3 OFFICE OFFICE OFFICE �F Interior Design P\AWR N WOMENSTOILET f -T-5 a' I CONFERENCE e=tectLre Constrm:lapn ernert Graphic Design - — - — - — - ---------- SEE DTL. 304f-1 CT -Sb CONFERENCE PFE� - - - - - I M! I I i ----------- The H=X =A CN23 OFFICE 227 "F OFFICE OFFICE D D "FG3 OFFICE -F �C,3 OFFICE OFFICE OFFIC �FC, �3 OFFICE OFFICE vMut OFFICE PrimetoR NJ I01135413 -M FC,31 TELECOMM "23 FC _3 EIE STORAGE F15-292 Tel 609 452 8888 Fax 609 452 8332 2 0 Princeton -1 U) "a" Zw - — - — - — - — - — - — --- - — - — - — - — - — -- ftim City Dallas Sydney ELEVATOR OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE Certificite af AwIthorization I �FG3 �-J 1-ZI 22' G. "F3 F�W 21 �17 3 �F F�C-3 REC ELEVATOR STORAGE EPRO/MAIL EM ED 3.1 ------------- ------- - — - — - — - — - — — - — - - — - - — - — — -- M�- --, L &I &IM &�, I. - - ------- ---- L — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - — - — - — - — - — - — - — - — - — - — - -- -- — - — - — - — - — - — - — - — - - — - — - — - — - — - - — LA,/' A 93 0 v- 0 v- L agnaturearldsew 8— Prolsimonal License Nn n 7 271 OD v - I I Project UP 4. 16 1' % u LANDINGAT UP 4. 1 611's, M-4. es, 11; LEVEL A ea S"s ID 2' - — - — - — NX - — - — - — - — - — - - — - — - — =--w - — - — - — - — - — - FIV 0 DIE �PA I - - - M - - - - - - — - — - — - . . . . . . fill if MW SEE DTL TOi UPI! II, . L/Y UP FC,16 . . .. .... . . ... CT -5 b LORDE FIELD Dortal N" X, X X x TOILET 0A .......... ....... -- --- -- RESOURCE 1 213 SheetTlitle Conference Center .. .... . ... . &X. EWIP. REPAIR N LEVEL 0 . . .............. FINISH PLAN LEVEL 0 FLOOR PLAN EQUIPMT STORAGE W2 Date Project No. NOT RELEASED 3924.02 Scale Sheet Nm 1/8 -011 ------ ------ ------ in Drawn 12,3 ...... ------ - ...... 20 30 ChecMd 01090 THE I-ILLIERGROUP.InsPrincelonAl I%Cadd-liProjeots%projectsi3924,Am*ANoodiDD�_CADDiPlats-T mi minV%A01IA04,wnd Wed Son 16 15:34:02 1998 t t i j, I .0 R 4.3 L .8 D D.2 D.6 E YFF G 5 1 HA i YK y- 0 28'4 28!4 Y-- 7 14'-T Y-- V -T Y 28VAY T-- cm -0 OMR LOAD SCHEDULE: DEAD LOAD: 31/4- LIGHTWEIGHT CONCRETE + S' METAL DECK.. ........... .......... . 45 PSF 3" METAL DECK ............................................................. 3 PSF STEEL FRAMING ... - .......... .... -- ... .......... ...... ....... 7 PSF M/E/P. ..... .......... ....... - .... --- ...... - .............. - ............ 5 PSF CEILING................... ...... ............... ........ .............. . 2 PSF MISCELLANEOUS ......... ......... ....... 3 PSF TOTAL DEAD LOAD ..............--..............................,....65 PSF LIVE LOAD: OFFICE, LOBBY, CORRIDORS..................................100 PSF(REDLICED PER CODE) RG 1111111 IIIIIIIIIIIIQ11111 --- --- --- --- --- --- 0) OI as a1 O. 1 NN N N CNI N (711 n I I K) M N SIM. SIM. -my" T8 T18 S6.1 S6.1 ]S6. P2 OD x w I-, W1 20 6 �2 x F25 S5.2 2krn\ rp 5.6 i 216- (6)3k 1k (6) W12x16 (3) C14 wn to to vfl2x16 Ln 0 0 0 0 0 0 Na0 0 0 0 0 0 U-) 140 to tr) L0 0 to LO Uj x x x x x x x x x x x x x x (0 8 - - 0 0 1* - - - - - - x C14 C14 C14 C14 C4 1 1� 3: 3: �2 NC14 x W1 2x1 6 Sim x C14Y X Y X Y X Y 0) N C14 C11 C4 M68k 51k W24x62 51k 51k W2462 51k 35k W21 X44 K18) 43k 5 40k 40k 40k W21 x50 40k 68k w3Ox9b 3,3 35k 36k W21x50 (18) 36k W245 (35) W21x50 40k 5 kj) (8) (21) (6) (21) (21) (6) (21) (14) (6) (14) (14) (6) (14) I !{{t{(i' kel kl+) .44 AM 1r) I tt 0 C14 N C11 C14 C11 11) cli CNI C11 N C14 C11 IN N N CNI I SLAB QM MECHANICAL ROOM SMR (SHAQEQ) LOAD SCHEDU NOTE 2 DEAL) LOAD: W1 2A 6 712-6-� 3y4- LIGHTWEIGHT W12x16 + S5.2 CONCRETE + 3" METAL DECK..... ... .......... 62 PSF 0) 00) 0) 3" METAL DECK .... ........ ........ 3 PSF STEEL FRAMING ..... ............ ...... .......... --- 7 PSF 07 T12 C14 CN 014 x 56.1 IF NX x x x X x x x x x M/E/P.-- .... -- ........... ...... ........ ...... - .... -- ............ 5 PSF (0 x (0 co (0 <0 w (0 (0 to to (0 CEILING . .......... ......................... ...................... 2 PSF F28 + 00 a 0 0 0 0 1-, 40 to (0 (0 0 S5.2 MISCELLANEOUS ......... 3 PSF !2 +C5 n n n n W1 2x1 6 x 0 to TOTAL DEAD LOAD ........................................ ........... 82 PSF W12x16 2X1 6 0 if) 0 ---Z to NOTE 2 x x x x x X x x x x C14 C14 LIVE LOAD; C4 CNI 3. 3.' OFFICE, I T1 4 B Y, CORRIDORS ... .................... ......... 100 PSF(RED ED AT1 7 7\7 1 S6.2 PER IMDEI--j 4LS16 11 Ne 9 8O 0 0 7 IN r 1 1:11 C14 N N N N' 04 C14 4- 48k W24x55 44% 15-3k W36x2jo �111� 153k I 70k W30 (45) 70k -4.3 W12x16 (6) T1 Zv fi� S6.1 ten) W12x16 I i *16 I nc, it F2% $5.2 -38k W21x50 38k 49k W24x62 at. Wl I I 54k I W24x62 I 54k 54k W24x62 54k 4- W1 2A 6+ r (25) (6) (255 (25) (6) (25) 4 (10) (6) (11) (6) �j 79r) N T1 2AI S6.1 1 !�? W12x16 0 M 1 00 K 00 co 00 00 00 C4 + to N CSI In to to Cq N IV to I I t I I t 1- 1 1 X x x 0 x + 0 to to It . n r. �0 0 x te) to U-) ul W) { I i I T16 x x x x x x x jtjS612 W12x16 W12X16 x 3r W12.06 + C14 C14 C4 C14 9 lZI, lN;,t- 1 1 W1Ox45 BRACKET Xe s6x6xl 2 LOW 0 C04F28L REVISIONS No. Date Description 7-31-98 ISSUED FOR CONSTRUCTION 1 8-28-93 ADDENDUM No. 1 19L *E* STA I W MR A ME • Mwrib", and SARTOR CWSIXIING 00NIMIM 67A MOUNTAIN BOULEVARD EXTENSION BOX 4039 WARREN, NEW JERSEY 07059 (732) 560-9700 Consultants LNEF1 Lm as II r Architecture H Planning 00 00 Interior Design Landscape Architecture Construction Management to to 0) 0) Graphic Design 110 0) M W1 2A 6 x x C14 W21x44 x x C14 C11 C*4 0 0 Q0 (0 The 1,111ler Groff x x (0 500 Alexander Park CN 23 wo 20k (6) (6) �(q) 21k 9 40 C14 C14 C14 C14 Princeton, N.1 OSW-0023 3: x Tel. 609-452- 01 0 0) Fox. 609-452-8332 3.5 2-3k (5) W21x44 8k C14 C14 34k (12) [2) (4) (2) W36A (69) 99k 5ft W27 �38) 58k Princeton D.5 11-401 1 1 11iox (5) (6) 1 tT W21 x44 -% -V -Y X New 711p� cc F26L Washington x (0 W12x16 S5.2 IF 4 W12X16 (6L. Clarks Summit 11 x v C14 00 00 00 0 0 OD Kansas City Z! 1 C14 (0 (0 x 0 04 Dallas W21x50 (6) 8k C14 Sydney x x x C14 x x x x x x C*4 i2ild (5) C14 C14 04 C14 x C14 C*4 C14 04 w ---- -11, 74d F2& S5.2 IF W1 OX45 x 0) CIO to X C14 IN 04 In Certification of Authorization BRACKET 10k N 6k W16X26 6k N iok W1 6X26 (18) 10k N 12k wi 3xi 6 11k W21 X44 (6) -6k 29k W21 x44 (1 29k 10k W16X26 10k F; 10k W16x26 �18) I.., I " - -- - __-__ - -- - -- - -- - -- - -- - -- - -- N rn 11) 40k W24X55 40k --42k V/ W24x55(2 42k T21 - V S5.2 IF ......... (6) TP)Aj A S6.2 I T2 =n .... ...... . ffflGRATINGIIII I ... ............ . OPE C14 1 1 S62 C14 ...... *b .-fo BELO + L IIIIIIIIIIIIIIIIIM 7 O 0 C14 C14 L r0 i C*4 + x x (0 (0 04 C4 1+311-1(r �00 C4 !bo 04 to X x x x 2.5 C14 (D x v- r ---F3 SF2 F2 01r55.2 I ROVIDE 10"X14"' S5.2 IF "FIRETRCL" 7\7 Signature and S" x 0 CONCRETE FILLED x STEEL SHELL LEVEL N A w 2 W B 2, Proffesslwal Ucmse No. 0 TO ROOF ONLY. =-CT5x.33.v------11k---WZrx-44 -1:12) x2 47k W27x8 (31) + r 35 1 - -- - -- - - -- - - -W21 CTS ��X-33.4- -f-2k- -12k- --W2T-x44--;F --CT57XM.W W1 ra 6 9)1 11k 46k r 12k 2k -W-2-1 T I 2 g44 LOW to cc C14 T2 Project T2 x vk*0 - S6.2 W10x45 S6.2 PROVIDE 10*xl4e* BRACKET S1 2x16 W12)16 "FIRETROL* Pfizer Corporate W12X16 R wi 2xi 6 wi SIM. 1* N-700 A W1 6 CONCRETE FILLED M - 11k 11k x NY W12x16 Ti x v- x STEEL SHELL LEVEL 1raining Center at x ATO ROOF ONLY. 56.1 0 IN --\\N C14 t W12x16 W12x16 x x 0 t I Doral Arrowwood ! I W12X16 11 0`1 H Z W12x16 H I \ 1\ 1 1. 5 1 T21 , I i' W12X16 wl W21 x44 A 4k W`12�161 W12)1617 1.16 rod... -- . 10 0 0 1 I al 0 /,�/ 6.2 to to X to to --WI2XI0 F25L x x x S5.2 IF T17B 00 00 W12X1656.z .2 1.7 L:n.___ III ADO, '--EXISTiNG BU1LDINk,-,-,\ W12x16{ W12x16 TO -4 W12X16 S6. `22 T2 S6.2 S6.2 W12YX16C.4 N cli 43k W24x (27 43k2 Sim - - - - - - - - - - - - - - - - - - T2 56.2 I SIM. w F2J 2-O �S5.2 f3TX- T 29t-3* An. 3An. 6 A.7 A.9 nB nc D nE nF G nH in nK K.3 L Sheet Title LEVEL 0 FRAMING PLAN' D DateJob No. 7/31/98 0001-0523-01 Scale AS NOTED Shest No. Drawn JPV S1.3 Chkd IK ROQF -FRAMINQ PLAN SCALE: 1 /8„=1-131" FRAMING NOTES 1. ROOF FRAMING SHALL BE 3" UGHT WEIGHT CONCRETE TOPPING OVER RIGID INSULATION OVER 2 5/8 LIGHT WEIGHT CONCRETE ON 3" DEEP, 20 GAGE GALVANIZED COMPOSITE METAL FLOOR DECK (TOTAL THICKNESS = 3" + 5 1/2"). REINFORCE 3" TOPPING AND 5 1/2' BASE SLAB WITH 6x6 -W2.9 Xw2.9 w.w.f EACH 2. TOP OF ROOF ELEVATION VARIES. TOP OF STEEL SHALL BE SLOPED TO MATCH UNDERSIDE OF DECK UNLESS NOTED ON PLAN.. 3. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL BE ASTM A572, GRADE 50. 4. "W" BEAMS SHOWN ON PLAN ARE SPACED EQUALLY BETWEEN COLUMN CENTERLINES UNLESS OTHERWISE NOTED ON PLAN. 5. INDICATES NUMBER OF 3/4- DIAMETER HEADED STUDS MACHINE WELDED TO BEAM TOP FLANGE. LENGTH OF STUDS = 4 1/2". SEE TYPICAL DETAIL 6/S3.2 FOR ADDITIONAL INFORMATION. 6. OPPIINDICATES DIRECTION OF METAL DECK. 7. 10 4 INDICATES BEAM. TO COLUMN MOMENT CONNECTION. SEE TYPICAL DETAIL 9/S3.2 FOR ADDITIONAL INFORMATION. 8. WB- INDICATES DIAGONAL BRACING. SEE PLAN FOR LOCATION AND DWG S4.2 FOR DETAILS. 9. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWINGS S3.1 AND S3.2. 10. FOR COLUMN SCHEDULE SEE DRAWING S4.1 RQQE LOAQ, SCHEDULE U) X 0 DEAD LQA12: 21/2" LIGHTWEIGHT F 0 CONCRETE .............................. + 3" METAL DECK . ..... 38 PSF 3" METAL DECK... ... ..................................... 2 PSF STEELFRAMING ... ........ ............... ................... - ..... ........ 7 PSF M/E/P .................. ........................... - ........ .......... 5 PSF CEILING.. ................... ............ ........... --1 ............. . 2 PSF ROOFING.................. .... - ..... - .......... ............. ........ 3 PSF INSULATION- ............ ................................... 4 PSF MISCELLANEOUS.. ....... ....... - ...... - 2 PSF 3" LIGHTWEIGHT TOPPING... .......... .......... - ...... . 29 PSF TOTAL DEAD LOAD ......................................................92 IF PSF LIVE LOAD: SNOW.- .... .................. ....... ...... .............. 30 PSF (5.2 tG to 5 U N -QM- UNLESS NOTED OTHERWISE TOP OF STEEL ABOVE REFERENCE ELEVATION 0'-0" SHALL BE H.P. (+45'-61") LP+44-8k) ( - ull .1 t2 46 00 C.8 D D.2 6 E G 5 HA J K L 28!-0r 28!-0' 28' -Cr 30' -Cr 30'-l[iI 5'-11- 7'-6` J 81-6w 12' -ON 1V-7* 11-5' A�-Cr rR2 1-6 s w a ir X (6) W21 x:50 (26) 6 0 N RIS CS 1-0 S7.1 TS 7x4 -W Mx16 (9 W12X1rrssF"F N C14 N C"I n C14 C4 C4 Cq 5 X 0 LO X P, to n r') 00 1 0 w X X X X X - 00 00 00 00 X X (0 R1 L 04 W12X16 S7.1 A Sim Sim 0 X R6 -6 S7.1 P, X 1 C14 err 81 9 -9 c4 N C14 44k W2 44k 60k 4x55 _�U (11) W24x55 44k .4 45k W27x84 i( 26J 49k/'o %31k X 31k 56k X R.D. 1011O.R.D. X X X Nf RlA 11) S7.1 N L.P. W12x16 R6 S71 i�4xi 4 L 4 TS_ .=.2xl6 fl- EA _4 119, 11C14 C14 IN 04 C4 C4 04 W1206 (6), I1Z1 C4 X X X C4 Cq 4 C.8 U.6 YF U.5 YH .1 Y_K L T T MS rR1A Sl�71 7 ( I U I t2 -6 X CIA R1 A R6 S7.1 W12x16 31k 31k 31k W21 x44 W21 x44 (18) (18) C-4 (1) K) C14 N N N MS W1 2x1 W12x16 X X STUB FO "X ANTENNA - EXTEND COLUMN 5'-0" FOR N-TENNA NN. DE 11 SIMIL R TO D T S CKE DETAILS L A R7 S71 R8 S7.1 W1 2xl 6 (6) Co 43k W24x55 (18) tr® '; U) X 0 0 F 0 C14 C4 1020 7/31/9a to X In X to X to X to 0 X In X 3 C4 3. 3: X 7`1 N 3: 6k W12x16 (12) 7k 7R% lk W12x16 (7) 6 - S7.1 IF 141/2»X141/2" M) 0 - ERATING * 1 2, MECHANICA Of SEE DRAWING FOR LOCATION a d DETAILS C14 N X X C14 N 46k J- 46k 1 W24x55 (8) If (6) X X1 rn r) C41 e3 N 0 to X Cq L.P 0 M11' 1011 0 0 0 0 0 C14 W12x16 7/31/9a to X In X to X to X ul) X 0 X In X 3 C4 3. 3: N 3: C4 3: X lk W12x16 (7) .41 1 W1 2xl 6 lk W1 2xl 6 (7) C4 --118 I C14 N 41 Al cli 41 N. (40) 76k 56k W24x62 (24) 0 to X Cq L.P 0 0 0 0 0 0 0 C14 W12x16 7/31/9a to X In X to X to X ul) X 0 X In X 3 C4 3. 3: N 3: C4 3: X lk W12x16 (7) A 'U W1 2xl 6 lk W1 2xl 6 (7) C4 --118 I C14 N 41 Al cli 41 N. (40) 76k 56k W24x62 (24) 52k 49k (9) W24x62 9k (6) J; H.P. (9) X X 7.D -!K 1010.R.D. -V N to Cq & 4 4 04 !? N L.P. C14 C14 10' X Ix W12x16 Wl2x16 W12x16 4011010 ... NUMMONEW C4 to C14 lk W12x16 (7) W12x16 (6) r OX C-4 W12x16 aA R8 Z I S7.1 - Ln U*) X X 04 4 P R8 04 X X 57.1 7� X MAXIMUM OPERA nNG C14 C14 3: W12x16WEIGHT 950#, SIE X V X X MECHANICAL DR WING lk W12x16 (7) lk ................ FOR LOCATION aid R7 V DETAILS ns S7.1 r SlUE1. - - - - - --� 4.3 MAXIMUM OPERA G W12x16 W12:x16 W12x16 WEIGHT 16,500#, EE MECHANICAL DRA G L FOR LOCATION a DETAILS DWG. 7.1 . 7: L.P. C14 �x - 11 X, N -V -111 L.P. N L.P. Iq I A tn Fo 1 (0 Cq N N C11 R D. 04 R.D.10 1010J.D. R.D. IGIO.R.D. 81k 64k W27x84 48k W24x68 48k W2455 W24x55 W24x55 R.D I I 49k W24x55 W30X' US k (23) .32k - & 749�(8) P (8) (6) (8) � X (6) (8) (6) 7 49k 82k H.P. H.P. 41 x 2F X JR1 A A \,,QD to 0 X A (14 9 04 C4 Of N IN C14 N IN '711 X lk W12X16 W12X16 4k W16x26 (12) 0 AR7 Alm S ti�I S7.1 R��% I S.1 R7� S .1 IF S7.1 to R7 7x4x1f4 OtO4. 57.1 -s! -(4 tY REVISIONS No. Date Description 7-31-981 ISSUED FOR CONSTRUCTION Eli *Ee (AD l0k 10k MS of W1 2xl 6 (6)1 W16x26 (12) xi X Architecture n 04 MS W1 2x1 6 00 Planning R 8�w to AR8 Interior Design S7.1 IF X W12x16 S7.1 W12x16 (6) S7.1 LandsoVe Architecture 0 0 0 0 Construction Management i,tC14 0 0 r') r') R8 Graphic Design W12x16 6 ICD 0 X 8 to V) to 00 to 0 tea S7.1 tc>CIA in Ul) W12x16 MAXIMUM I PERATING W) V) 7.1 2A to to in W) 0 - 1-1 to to u*) 9) U11 "T U') to to The Hiller Group X WEIGHT 1 00#. SEE X X X X X CIA R X X 4 04 140 / OX R81 Ul) U') 4 �# 1* X 500 Alexander Part 01 23 C14 in C4 C4 C4 C4 X c4 C14 C14 S7.1 MECHANIC L DRAWING X 91 *1 2x1 6 W1 2x1 6 W1 2xl 6 W12x16 W1 2xl 6 a. Princeton. N.J. 0&543-0023 3: 3: v W1 2X1 6 .6 so W12x16 AIR, W`11 2X1 -qq FOR LOCA ON and _b,. ;i -111 Tot. 602 -452 -BM 24"x24"R8 R7 DETAILS X Fox. 609-452-8= Wl 20 6/(6) MAX -IM M OPERATING W1 2x W12x16 (6) (0 MAXIM OPERATING Sim Sim Princeton WEIGH 6,000#, SEE Sa.1 S7.1 KW12x16 (6) W12x16 (6) W1 2xl 6 (6) Philadelphia X/ �p F *12x16 (6) WEIGH 6,000#. SEE R9 CT . 1-11 !2; MECH ICAL DRAWING New York - R71FOR L ATION and -bb. MECHA IA DRAWING S7.1 S7.1 Washington W) STA to FORON and W12X16 X I I I Clarks Surnmit DETAI to DETAIL Kansas City 7 Ilk W12X16 (6) lk J lk W12X16 lk A R8 X Wl2:x16 K, 06.1- Dallas 1 57.1 04 W1 2x1 6 (6) C4 Sydney X co 40 24X24" x16 (6) A: g S7.1 4A A.61' 40�' SOS 04040k: )i oliipo as 2x16 W1 2xl 6 (6) k\� W1 2x1 6 (6) Wl 2xl 6 (6) W1 2xl 6 (6) R7J W12x16 (6) Certification of Authorization X S7.1 RR" ri-km C� X Rto 7: C11 C11 C-4 C14 R71 E, 4 44.� A, 64.:; W, C4 9N N A 38k W2 W24X55 Q 8) 31k 37k as F3 -1 S7.111 CN14 Ac W1 2x1 6 37k (5) g I W24X 36k 36k W24x55 �212 c W12X16 37k 36k 37k 36k 37k 55 J22) -V 4X55 0 C5k 25c llk W24 20 �20) 42k Mk (6) (1) 1W24:x55 (61 1 (16 3 W24x62 53 (8 w) 4X55 (11 H.P. W2455 (6) (7) (2) H. H. -- - - - -- - -- - -- - - a R.DJO IeW.R.D. R.DJO 10W.R.D. R.DV 10W.R.D. Je �f 0 0 0) w 0 ro LP.( 5�-2") S' I EF.4 R 2 L.P. EF.5 L.P. R7 - F L.P. EF.8 R2 -.1 S7.1 F -Z 1 7 PROVIDE L C14 CN4 C4 "Zz Z Z 57.1 2X\1 W12xl 6 W12x16 (6 W1 2X1 6 �� -e W12x16 6) 0 C14 FRAME WITH C"I C4 C404 C14 C"I C14 C Xto UPTURNED cj C4 Cq X X X LEG AT ALL to 40 A0 to co to 0 C4 C14 :$ I- - I - - - X C X X X X X X X X X Xo X %-1 3r. 1 4 5 C14 04 1) C4 HAUST C14 C4 C4 C-4 "N C14 > co fA X 04 UNION, A W11206 6 3 W12x16 (67 rr W12X16 (6) W12X16 X R6 ARC DWGS. W12x16 8 ACKET S7.1 (TYPICAL) x 0 H.P 8 6 9 6 8 9 P 6 8 8 8 ro 0 - - - - - - - 2 1 - X31 Q 18k 9111 IM - 8 18k !is l8k W16 Sk lei W16x3l 11P III W16X31 (181 1411 TO (!2 7k x5Ci 126) Sk W1 36 (1 - 18k l8k W16x3l (18) 1 6x3l 2 INS T I T ir r r - -- - -- C4 w B W 2 X L-Ts8x8x1/4* CONT: C14 2'-34 R5 SEE 'I E 5 R4AJ S7.1 ARCHITECTURAL / W1 2X9 BRACKET *COLUMN. COORDINATE Z7.1 S7.1 I DRAWINGS DIMENSION & ELEVATION WITH STAIR n SPPPLIER F1, 1.9 �-EXISTING BUILDING-, L 13'-1 is 28'-0* 28'-0* 292* -3* An. 6 0A.7 A.9 nB nc D nE IF G R X 8k t4)- W1 6x 264) 1 8k 45k An /4- L BRACE TO CCL R4 1 W12X16 C04 X C 4 04 Cq X co to 57.1 IF .0 ! 16 - X X 04 Cq to in Cq f �Xppp X La 00i Signature and Sod X LP. 4V -11Y) P"yffesalwool Ucms* No� (BENT) 45k '0 W27X R.D.1 10.R.D. Project 2"x201/2" Pfizer Corporate \Vh2x16 y 2 - Training Center at I W12x16I Doral Arrowwood 16\ 0 E / F.1 x1' too X X X IST W1 2x16 313k ask *24x68 36 1 .40 30' -Cr X-cr J K U L Sheet Title ROOF FRAMING PLAN LODateJob No. 7/31/9a 0001-0523-01 Scale AS NOTED Sheet No. Drown h1...1 1 Chkd .4 r. 'l rrS �r WK1919AMMM, UP =03 _ h■ SLABS TOP BARS OTHER BARS BAR LAP ELEMENT COVER CATEGORY CATEGORY SiZE CLAS CLASS SURFACES PLACED AGAINST EARTH 1 2 3 4 516 1 2 3 4 5 6 1 2 1 3 A 16 16 16 16 16 16 13 13 13 13 13 13 12 B 21 21 21 21 21 21 16 16 16 16 16 16 16 A 23 22 22 22 22 22 18 17 17 17 17 17 15 B 30 1 28 28 1 28 1 28 28,23 24 22 22 22 22 22 19 A 36 29 27 27 27 27 27 22 21 21 21 21 18 B 46 37 35 35 35 35 36 29 27 27 27 27 23 A 50 40 35 32 32 32 39 31 27 25 25 25 22 B 65 52 46 42 42 42 50 40 35 32 32 32 28 A 69 55 48 39 38 38 53 42 37 30 29 29 25 B 89 71 63 50 49 49 50 55 48 39 38 38 .33 A 90 72 63 51 45 43 70 56 49 39 35 33 ;8 B 117 94 82 66 59 56190 51 172 631 51 451431 1 44 1 39 A 114 91 80 64 57 48 88 170 62 49 44 37 38 B 148 119 104183 103 174 63 114 91 80 64 57 48 (� A 145 116 102 81 73 58 112 89 78 63 56 45 48 B 188 151 132 106 94 76 145 116 102 81 1 73 58 11 A 178 142 125ri 00 89 71 137 110 96 77 69 55 59 B 231 185 16230 160,140,112 116 93 11781142,1251100 80 159 123 89 1 71 _ h■ COMPRES51QN SPLICES && ANCHORAGE GE Al2E 60) 2. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS: CLASS A - 1.0 td AND DOWELS -ALL BARS. 2246 2 8" CLASS B - 1.3 td (ACI 12.15.1) VALUES OF td FOR BARS IN BEAMS OR COLUMNS ARE BASED ON TRANSVERSE LAP SPLICES -#3 THRU #11:30db a 12" REINFORCEMENT MEETING MINIMUM REQUIREMENTS FOR STIRRUPS IN ACi 11.5.4 AND 11.5.5.3; OR MEETING THE db = NOMINAL BAR DIAMETER MEASUREMENTS IN ACI 7.10.5; AND ARE BASED ON MINIMUM COVER SPECIFIED IN ACI 7.7.1. NOTES: 1.CATEGORIES 1 THROUGH 6, WHICH DEPEND ON 3. CONDITIONS WHICH REQUIRE CATEGORY 1 OR CATEGORY 2 LAP SPLICE LENGTHS (SHADED REGIONS) SHOULD BE THE TYPE OF STRUCTURAL ELEMENT, CONCRETE AVOIDED IT AT ALL POSSIBLE FOR THE LARGER BAR SIZES. THESE INORDINATELY LONG LENGTHS PRESENT POSSIBLE COVER, AND THE CENTER -TO -CENTER SPACING CONSTRUCTABiLITY PROBLEMS DUE TO PLACING CONGESTiON,ETC. OPTIONS AVAILABLE IN TRYING TO AVOID CATE- OF THE BARS ARE DEFINED AS: GORY 1 OR 2 CONDITIONS INCLUDE A C C SPACMG SLABS - TOP BARS OTHER BARS BAR LAP ELEMENT COVER CATEGORY CATEGORY 2 4 db SIZE CLASS SURFACES PLACED AGAINST EARTH 3" 1 2 3 4 5 1 5 1 2 1 3 4 5 Q 8EAMS. COLUMNS. A 14 14 14 14 14 14 12 12 12 12 12 12 7l" B 18 18 18 18 18 18 16 16 16 16 16 16 5 A 20 19 19 19 19 19 15 15 15 15 15 15 ASTM A123, A153 AND A386. B 26,24 10. 24 24 24 24 20 19 19 19 19 19 A 31 25 23 23 1 23 23 24 1918 MECHANICAL OR ELECiRICAL TRADES TO SUPPORT THEIR EQUIPMENT SHALL BE SUPPLIED 18 18 18 AND INSTALLED BY THE CONTRACTOR REQUIRING SUCH STEEL, UNLESS OTHERWISE NOTED. B 40 32 30 30 30 30 31 25 23 23 23 23 i6 A 44 35 31 28 28 28 34 27 24 22 22 22 AT COLUMNS, IF EDGES OF STEEL DECK WOULD NOT OTHERWISE BE SUPPORTED, PROVIDE B 57 45 40 36 36 36 44 35 31 28 28 28 ," A 59 48 42 33 33 33 46 37 32 26 25 25 SUBMITTED WITH SiGNED AND SEALED CALCULATIONS FOR ANY NON-STANDARD AISC 8 77 62 54 43 42 42 59 48 42 33 .33 33 FOUNDATION WORK WILL BE PERFORMED IN DRY CONDITIONS AND ON UNDISTURBED SOIL. A 78 1 63 55 44 39 37 60 48 42 26 30 29 STEEL &M PROOF DECK AND B 1021 81 71 1 57 51 48178 SPECIFICATIONS: S SSTEEL DECK INSTITUTE (S.D.L). 63 55 1 44 1 39 37 GRANULAR MATERIAL CONTAINING NO MORE THAN 12X NOR LESS THAN 5X BY WEIGHT OF A 99 1 79 69 56 50 42 176 61 5343 38 32 ALL STEEL ROOF & FLOOR DECKS SHALL BE AS INDICATED ON PLANS. MATERIAL SHALL B 129 103 90 72 64 55 99 79 69 56 50 42 d A 126 101 88 70 63 50 97 77 68 54 48 39 ALL STEEL ROOF AND STEEL FLOOR DECK SHALL BE CONTINUOUS OVER FOUR OR MORE B 163 131 114 92 1 82 65 126,101 88 70 63 50 1 A 154 123 108 86 77 62 119 95 83 67 59 48 62 MECHANICALLY FASTENED WiTH SELF TAPPING NO. 8 OR LARGER MACHINE SCREWS AT 24" B 200 160,140,112 o,c. UNLESS NOTED OTHERWISE. 2. 1OO 80 159 123 108 86 77 COMPRES51QN SPLICES && ANCHORAGE GE Al2E 60) 2. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS: CLASS A - 1.0 td AND DOWELS -ALL BARS. 2246 2 8" CLASS B - 1.3 td (ACI 12.15.1) VALUES OF td FOR BARS IN BEAMS OR COLUMNS ARE BASED ON TRANSVERSE LAP SPLICES -#3 THRU #11:30db a 12" REINFORCEMENT MEETING MINIMUM REQUIREMENTS FOR STIRRUPS IN ACi 11.5.4 AND 11.5.5.3; OR MEETING THE db = NOMINAL BAR DIAMETER MEASUREMENTS IN ACI 7.10.5; AND ARE BASED ON MINIMUM COVER SPECIFIED IN ACI 7.7.1. NOTES: 1.CATEGORIES 1 THROUGH 6, WHICH DEPEND ON 3. CONDITIONS WHICH REQUIRE CATEGORY 1 OR CATEGORY 2 LAP SPLICE LENGTHS (SHADED REGIONS) SHOULD BE THE TYPE OF STRUCTURAL ELEMENT, CONCRETE AVOIDED IT AT ALL POSSIBLE FOR THE LARGER BAR SIZES. THESE INORDINATELY LONG LENGTHS PRESENT POSSIBLE COVER, AND THE CENTER -TO -CENTER SPACING CONSTRUCTABiLITY PROBLEMS DUE TO PLACING CONGESTiON,ETC. OPTIONS AVAILABLE IN TRYING TO AVOID CATE- OF THE BARS ARE DEFINED AS: GORY 1 OR 2 CONDITIONS INCLUDE A C C SPACMG o INCREASING THE CONCRETE COVER TO MORE THAN ONE BAR DIAMETER AND jOR INCREASE THE B R TO MORE THAN THREE BAR DIAMETERS. b UTILIZING THE Arr ALLOWANCE IN ACI 12.2.3.1(b) FOR BEAMS OR COLUMNS. NOTE THAT IF 71ES OR STIRRUPS MEET THE MINIMUM Air REQUIREMENT. CATEGORY 1 LENGTHS ARE REDUCED TO CATEGORY 5 LENGTHS AND CATEGORY 2 LENGTHS ARE REDUCED TO CATEGORY 6 LENGTHS. 4. THE ACI 318-89 CODE DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. THE VALUES TABULATED FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS. 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS. 6. #11 AND SMALLER EDGE BARS WITH C.C. SPACING NOT LESS THAN 6db ARE ASSUMED TO HAVE A SIDE COVER NOT LESS THAN 2.5 db . OTHERWISE, CATEGORY 5 APPLIES RATHER THAN CATEGORY 6. DEVELOPMENT LENGTH U01 REINFORCING DE AND LAP SPLICE SCHEDULE_ .-.. . ., . ,�.a ,•re^. „w r, t r.nrs'"r-,rn rnnvv ,nl►iT CII l C6 " CONSIRUC110IN JOINT 12ETAIL•. i Lq In R 0 L J 0 ..►lfliu'�e lr liiu,lay SEE PLAN FOIR ELEVATIONS NOTE: SEE FOUNDATION SECTIONS FOR DOWELS FROM FOOTING TO WALL r..-----� .,r,... WALL FTNG. T CAL 5"',EPEDFQQnNg. DEAIL a GRID FACE OF BRICK /___`HOHMANN and BARNARD GALVANIZED 11_#301W and 1/4" DIA. COLUMN WEB THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. SLABS CATEGORY. ACS TO STRUCTURAL CONCRIVIE CENTER -TO -CENTER BAR SPACING ELEMENT COVER S 3 db > 3 db 2 4 db 2 6 db 2" SURFACES PLACED AGAINST EARTH 3" <4db <6db SURFACES EXPOSED TO EARTH 8EAMS. COLUMNS. S db 1 1 4 2 AND INNER LAYER OF WALLS OR sLA9s > db 1 3 5 6 APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: Sdb 1 1 1 2 ALL OTHERS >db < 2 db 1 3 3 4 C. A.C.I. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE% ACI 318-95. z2db 1 3 5 6 o INCREASING THE CONCRETE COVER TO MORE THAN ONE BAR DIAMETER AND jOR INCREASE THE B R TO MORE THAN THREE BAR DIAMETERS. b UTILIZING THE Arr ALLOWANCE IN ACI 12.2.3.1(b) FOR BEAMS OR COLUMNS. NOTE THAT IF 71ES OR STIRRUPS MEET THE MINIMUM Air REQUIREMENT. CATEGORY 1 LENGTHS ARE REDUCED TO CATEGORY 5 LENGTHS AND CATEGORY 2 LENGTHS ARE REDUCED TO CATEGORY 6 LENGTHS. 4. THE ACI 318-89 CODE DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. THE VALUES TABULATED FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS. 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS. 6. #11 AND SMALLER EDGE BARS WITH C.C. SPACING NOT LESS THAN 6db ARE ASSUMED TO HAVE A SIDE COVER NOT LESS THAN 2.5 db . OTHERWISE, CATEGORY 5 APPLIES RATHER THAN CATEGORY 6. DEVELOPMENT LENGTH U01 REINFORCING DE AND LAP SPLICE SCHEDULE_ .-.. . ., . ,�.a ,•re^. „w r, t r.nrs'"r-,rn rnnvv ,nl►iT CII l C6 " CONSIRUC110IN JOINT 12ETAIL•. i Lq In R 0 L J 0 ..►lfliu'�e lr liiu,lay SEE PLAN FOIR ELEVATIONS NOTE: SEE FOUNDATION SECTIONS FOR DOWELS FROM FOOTING TO WALL r..-----� .,r,... WALL FTNG. T CAL 5"',EPEDFQQnNg. DEAIL a GRID FACE OF BRICK /___`HOHMANN and BARNARD GALVANIZED 11_#301W and 1/4" DIA. COLUMN WEB THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. SLABS 1" TIED PIERS (CLEAR DIMENSION TO TIES) 1. SURFACE EXPOSED TO EARTH AND WEATHER 2" OTHER SURFACES 11/2" FOUNDATION ELEMENTS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. FORMED SURFACES 2" SURFACES PLACED AGAINST EARTH 3" WALLS HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR BOLT HEAD). SURFACES EXPOSED TO EARTH 2" SURFACES EXPOSED TO WEATHER 1112" OTHER SURFACES 1" CONNECTIONS SHALL CONFORM TO ONE OF THE FOUR METHODS DESCRIBED iN THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", SECTION 8d. 4. UNTIL THE STRUCTURE IS COMPLETED. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH :_ 4 2[01 WM r .• i TIE WITH #359 x1 /4'0 (GALVANIZED) I WELD ON TIES 01'--4"c.c. �j PRZOVIDEi .: } 16' 1• • -• i 7PEROETER AROUND TYPICAL PADS UP TO 6" 6" STRUCTURAL SLAB ROUGHEN SURFACE OF SLAB OR SLAB ON GRADE THE EXACT SIZE, SHAPE AND LOCATION OF ALL EQUIPMENT (HOUSEKEEPING) PADS SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR nn THE EQUIPMENT V� CONC. EOUIPMENT PAD DETAIL,@ GENERAL NOTES 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. 1. STONE AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT 3. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE HiGH STRENGTH BOLTS, IN SUP CRITICAL STONE TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SLABS ON GRADE FRAMED SLABS TYPE CONNECTIONS CONFORMING TO ASTM A325 AND SHALL BE PROVIDED WITH 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE TOPPING ON METAL DECK HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR BOLT HEAD). IK NOTED, 4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS IN SLIP CRITICAL TYPE 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS CONNECTIONS SHALL CONFORM TO ONE OF THE FOUR METHODS DESCRIBED iN THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", SECTION 8d. 4. UNTIL THE STRUCTURE IS COMPLETED. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH 5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL CONNECTIONS APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE DRAWINGS. A. CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK 6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS, SUP CRITICAL B. THE A.i.S.C. "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS% DECEMBER 1, 1993. 7. TYPE, UNLESS OTHERWISE SHOWN. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL C. A.C.I. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE% ACI 318-95. WELDING CODE - STEEL (AWS D1.1) AND SHALL BE DONE BY A.W.S. QUALIFIED WELDERS 5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICALyDRAWINGS. IF THERE IS A DISCREPANCY 8. USING E70XX ELECTRODES. ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLTED CONNECTIONS AND WELDING BETWEEN DRAWINGS, IT iS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ARCHITECT AREAS SHALL BE FREE OF OIL, PAINT, AND LACQUER. PRIOR TO PERFORMING WORK. 9. STRUCTURAL STEEL TO RECEIVE HOT DIP GALVANIZATION SHALL MEET REQUIREMENTS OF 6. MECHANICAL OPENINGS SHALL BE COORDINATED BY CONTRACTOR WITH MECHANICAL ASTM A123, A153 AND A386. 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, FOR APPROVAL.MASONRY 11. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL ROOF OPENINGS SHOWN ON THE STRUCTURAL, ARCHITECTURAL AND/OR MECHANICAL AND ELECTRICAL DRAWINGS. ANY STEEL WHiCH IS NOT SHOWN ON THE CONTRACT DRAWINGS AS FURNISHED BY THE STRUCTURAL STEEL CONTRACTOR AND WHICH IS REQUIRED BY THE EONDATiONS MECHANICAL OR ELECiRICAL TRADES TO SUPPORT THEIR EQUIPMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR REQUIRING SUCH STEEL, UNLESS OTHERWISE NOTED. 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 BEAR ONUNDISTURBED ViRGiN SOIL, STRUCTURALLY ENGINEERED COMPACTED FILL PLACED OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS, AND BE 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. PER SQUARE FOOT IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN "REPORT OF 13. BURNING OF HOLES, CUTS, ETC., IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT GEOTECHNICAL INVESTIGATION", PREPARED BY PAULUS, SOKOLOWSKI & SARTOR INC., BE PERMITTED, EXCEPT WITH THE S'P'ECIFIC WRITTEN APPROVAL OF THE ENGINEER. DATED FEBRUARY 18, 1998. A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF 14. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS. NEW JERSEY SHALL INSPECT AND VERIFY CAPACITY OF FOOTING SUBGRADE PRIOR TO 15. AT COLUMNS, IF EDGES OF STEEL DECK WOULD NOT OTHERWISE BE SUPPORTED, PROVIDE PLACING FOOTING. 1/4- MINIMUM PLATE OR ANGLE FOR DECK SUPPORT. (MAY BE FIELD WELDED). 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 MINIMUM DEPTHS. IF BEARING MATERIALS AT THE SPECIFIED ELEVATIONS ARE FOUND TO CONNECTION DETAILS SHALL INDICATE ALL CONNECTION MATERIAL AND DESIGN HAVE LOWER BEARING CAPACITIES THAN REQUIRED, MATERIALS SHALL BE REMOVED AND CAPACITIES. CAPACITIES SHALL BE NOTED AS THE MINIMUM CAPACITY OF THE REPLACED WITH LEAN CONCRETE. CONNECTION TAKING INTO ACCOUNT BOLT, WELD OR MATERIAL CAPACITIES, AND ANY 3. DESIGN, FURNISH, AND PLACE ALL TEMPORARY OR PERMANENT SUPPORTS, WHETHER REDUCTIONS DUE TO COPES, MATERIAL THICKNESSES, ETC. THESE DRAWINGS SHALL BE SHORING, SHEETING, OR BRACING, SO THAT NO HORIZONTAL MOVEMENT OR VERTICAL SUBMITTED WITH SiGNED AND SEALED CALCULATIONS FOR ANY NON-STANDARD AISC SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS, OR UTILITIES ADJACENT TO DOUBLE ANGLE CONNECTION. PROJECT SITE. 17. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT SYSTEM. 4. CONTROL SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT FOUNDATION WORK WILL BE PERFORMED IN DRY CONDITIONS AND ON UNDISTURBED SOIL. 5. EXCAVATIONS FOR FOOTINGS SHALL BE FINISHED BY HAND. 6. FOUNDATION CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. TEAR CONNECTORS 7. BACK -FILLING AGAINST FOUNDATION WALLS WHiCH RETAIN EARTH SHALL BE DONE ONE9511E STEEL &M PROOF DECK AND CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLAB ON GROUND iS IN PLACE AND CONCRETE HAS OBTAINED THE SPECIFIED 28 -DAY COMPRESSIVE STRENGTH. TRUCKS, 1 ALL STEEL DECK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING CODES AND BULLDOZERS, ETC., SHALL NOT BE ALLOWED CLOSER THAN 6'-0" TO ANY FOUNDATION SPECIFICATIONS: S SSTEEL DECK INSTITUTE (S.D.L). 8. WALL ALL FILL AND BACKFILL IN BUILDING AND WITHIN 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). C. SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL THE MATERIAL PASSING THE #200 SIEVE. COMPACT FILL AND BACKFILL IN 12" LAYERS FOR BUILDINGS (AISC). (LOOSE) WITH A HEAVY VIBRATORY COMPACTOR TO AT LEAST 95X OF THE MAXIMUM D. STRUCTURAL WELDING CODE - SHEET STEEL (AWS.Di.3). MODIFIED PROCTOR DENSITY AS PER ASTM D--1557-70 UNDER THE SUPERVISION OF A LICENSED SOiLS ENGINEER. 2. ALL STEEL ROOF & FLOOR DECKS SHALL BE AS INDICATED ON PLANS. MATERIAL SHALL 9. ALL FILL AND BACKFILL SHALL BE PLACED ON VIRGIN SOIL THAT DOES NOT CONTAIN ANY CONFORM TO ASTM A446, GRADE C. WITH MINIMUM YIELD STRENGTH OF 40,000 PSI. ORGANIC MATERIAL. STRiP ALL TOP SOIL AS REQUIRED AND PROOF -COMPACT SUBGRADE 3. ALL STEEL DECKS SHALL BE G60 GALVANIZED IN ACCORDANCE WITH ASTM A525. TO 9596 OF MAXIMUM MODIFIED PROCTOR DENSITY AS PER ASTM D-1557-70 WITH A HEAVY VIBRATORY COMPACTOR UNDER THE SUPERVISION OF A LICENSED SOILS ENGINEER PRIOR 4. ALL STEEL ROOF DECK AND STEEL FLOOR DECK SHALL BE CAPABLE OF SUPPORTING ALL TO INSTALLING FILL OR BACKFILL. CONSTRUCTION LOADS. STEEL ROOF DECK AND STEEL FLOOR DECK SHALL BE CAPABLE OF 10. FOUNDATION ELEMENTS SHALL BE CENTERED UNDER COLUMN CENTERLINES SUPPORTING LOADS SHOWN ON PLAN FOR THE INDICATED SPANS. UNLESS OTHERWISE NOTED. 5. ALL STEEL ROOF AND STEEL FLOOR DECK SHALL BE CONTINUOUS OVER FOUR OR MORE 11. NO FOOTINGS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPE EXTENDED STRUCTURAL SUPPORTS, (i.e.: DECK SHOULD BE DETAILED FOR A THREE -SPAN CONTINUOUS FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. CONDITION). BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN 3'-6" BELOW FINISHED GRADE. 6. STEEL ROOF & FLOOR DECKS SHALL BE WELDED AT ENDS AND AT ALL INTERMEDIATE SUPPORTING MEMBERS NTH 3/4" DIAMETER PUDDLE WELDS AT 12" O.G. IN THE BOTTOM CONCRETE OF THE RIB ACROSS THE WIDTH OF DECK UNIT. 7. STEEL ROOF DECK AND STEEL FLOOR DECK SHALL HAVE NESTED SIDE LAPS AND BE 1. ALL CONCRETE WORK SHALL CONFORMTO THE LATEST EDITION OF THE A.C.I. "BUILDING MECHANICALLY FASTENED WiTH SELF TAPPING NO. 8 OR LARGER MACHINE SCREWS AT 24" CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318). o,c. UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL HAVE MINIMUM 28 -DAY COMPRESSIVE STRENGTHS AS INDICATED 8. AT ROOFS, ALL ELECTRICAL, MECHANICAL AND PIPING SHALL BE HUNG FROM STEEL BEAMS BELOW: ONLY WORK SHALL NOT BE HUNG FROM METAL ROOF DECK. CONCRETE STRENGTH TYPE AGGREGATE ATR CONTENT WHERE USED 4000 PSi STONE 5 - 7% FOUNDATIONS/WALLS & MECHANICAL ROOF 3500 PSI STONE 3X MAX SLABS ON GRADE FRAMED SLABS 3500 PSI LIGHTWEIGHT 3% MAX TOPPING ON METAL DECK SEE SPECIFICATIONS FOR ADDITIONAL. INFORMATiON. 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR TO CONCRETE PLACEMENT. 4. ALL WELDED WIRE FABRIC (W.W.F) SHALL CONFORM TO ASTM A-185. 5. UNLESS NOTED, ALL BARS MARKED CONT. SHALL BE SPLICED AT ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON -CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS AT SUPPORTS. WELDED WIRE FABRIC SHALL BE LAPPED 12 INCHES OR TWO SPACES, WHICHEVER IS LONGER. SHEETS SHALL BE WIRED TOGETHER. 6. CONCRETE COVER FOR REINFORCING BARS SHALL, BE AS SHOWN IN DETAILS. 7. PROVIDE A MINIMUM OF 1-#4 NOSING BAR IN EACH CONCRETE STEP. 8. WHERE CONCRETE ABUTS MASONRY, PROVIDE VERTICAL METAL SLOTS TO RECEIVE GALVANIZED METAL DOVETAIL ANCHORS. SLOTS SHALL BE SPACED. AT 24" o.c. 9. VERTICAL CONSTRUCTION JOINTS IN CONCRETE WALLS SHALL BE LOCATED AT MIDPOINT BETWEEN ANY SUPPORTING PIERS OR BUTTRESSES, AND AT LEAST 4'-0" FROM ANY WALL OPENING EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED, EXCEPT WHERE SHOWN ON DETAILS. 10. AT OPENINGS iN CONCRETE WALLS (UNLESS OTHERWISE NOTED), PROVIDE ADDED REINFORCEMENT iN ACCORDANCE WITH THE TYPICAL DETAILS. 11. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED, AND TREATED WITH THE SPECIFIED BONDING COMPOUND JUST BEFORE PLACING NEW CONCRETE. 12. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR, ALL PIPE SLEEVES, OPENINGS, ETC., REQUIRED FOR VARIOUS TRADES. 13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS,. HANGERS, ETC., AS REQUIRED FOR THEiR USE. 14. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF WEEPHOLES, FLASHING REGLETS, FASCIA DETAILS, ETC. 15. REINFORCEMENT SHALL NOT BE WELDED OR HEATED IN ANY WAY. 16. WHERE PIPE SLEEVES (UP TO 2" IN DIAMETER) PASS THROUGH CONCRETE BEAMS, PROVIDE ADDITIONAL STIRRUP EACH SiDE OF SLEEVE. SLEEVES FOR PIPE 2" IN DIAMETER OR LARGER MUST BE STEEL, AND THE LOCATION MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 17. FOR CHAMFER OF EXPOSED CORNERS OF BEAMS AND/OR COLUMNS, SEE ARCHITECTURAL DRAWINGS. 18. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH ALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITH ALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES, CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OF ALUMINUM SHALL NOT BE USED ON THiS PROJECT. 19. SLABS AND BEAMS SHALL BE CAST MONOUTHiCALLY, EXCEPT WHERE OTHERWISE SHOWN AND SHALL BE FINISHED AS INDICATED IN THE SPECIFICATIONS. 20. IN TWO-WAY SLAB CONSTRUCTION, CONTRACTOR SHALL SUBMIT SEPARATE SHOP DRAWINGS FOR TOP AND BOTTOM REINFORCING BARS. 21. NO CONDUIT OR PiPE LARGER THAN 1-1 j2" WILL BE ALLOWED TO BE CAST INTO SLABS WITHOUT SPECIAL WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 22. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP IS THEN 8 INCHES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 23. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT AS ALLOWED BY THE SPECIFICATIONS AND ONLY -NIH LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. 24. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT OF CONCRETE REINFORCEMENT. SHOP DRAWINGS SHALL COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 25. REINFORCING, INCLUDING WELDED WARE FABRIC, FOR SLABS ON GRADE AND FOOTINGS SHALL BE SUPPORTED ON SOLID CONCRETE BLOCKS AT 5-0" ON CENTER MAXIMUM EACH WAY. REINFORCING, INCLUDING WELDED WIRE FABRIC, FOR OTHER SLABS SHALL BE SUPPORTED ON CHAIRS OR BOLSTERS AT ALL SUPPORTS AND AT 5'-0" ON CENTER MAXIMUM BETWEEN SUPPORTS. 26. ALL CONCRETE REINFORCING IS SUBJECT TO INSPECTION BY THE DESIGN ENGINEER PRIOR TO CONCRETE PLACEMENT. CONTRACTOR SHALL NOTIFY ENGINEER FOR REINFORCING INSPECTION A MINIMUM OF 8 HOURS PRIOR TO CONCRETE PLACEMENT. STRUCTURAL_ STEEL 1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE OF STANDARD PRACTICE. STRUCTURAL STEEL SHALL BE NEW, CLEAN AND STRAIGHT, AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. WIDE FLANGE ROLLED SHAPES: ASTM A57Z GRADE 50 (Fy=50 KSi). B. PLATES, ANGLES, BARS, CHANNELS, AND S SHAPES: ASTM A36 (Fy=36 :KSi). C. TUBES. ASTM A500, GRADE B (Fy--46 KSI). D. PIPE: ASTM A53, TYPE E OR S, GRADE B (Fy=35 KSI). 9. CUT OUT METAL DECK WHERE BOLT OR PLATE PROJECTIONS INTERFERE WITH METAL DECK BEARING. 10. SHEAR CONNECTORS SHALL BE HEADED STUDS CONFORMING TO ASTM A108, GRADES 1010, 1015, 1017, OR 1020. SHEAR CONNECTORS SHALL BE MACHINE WELDED TO STEEL, SEE SPECIFICATION. 11. FLOOR CONSTRUCTION IN GENERAL CONSISTS OF CONCRETE SLAB CAST ON STEEL DECK AND MADE COMPOSITE IN ACTION WITH THE STRUCTURAL STEEL BEAMS BY MEANS OF WELDED SHEAR CONNECTORS. 12. THE NUMBER OF SHEAR CONNECTORS REQUIRED PER BEAM IS INDICATED ON THE DRAWINGS. WHERE NO SHEAR CONNECTORS ARE INDICATED FOR A BEAM WHICH SUPPORTS A CONCRETE SLAB, PROVIDE SHEAR CONNECTORS AT 18"o.c. 16. SHEAR CONNECTORS SHALL BE EQUALLY SPACED OVER THE LENGTH OF THE BEAM, WHERE THE NUMBER OF STEEL DECK CORRUGATIONS AVAILABLE IS LESS THAN THE NUMBER OF SHEAR CONNECTORS. USE PAIRS OF SHEAR CONNECTORS STARTING FROM EACH END OF BEAM AND CONTINUING TOWARD THE CENTER UNTIL IT IS POSSIBLE TO RETURN TO A SINGLE SHEAR CONNECTOR IN EACH CORRUGATION. SHEAR CONNECTORS SHALL BE SPACED NOT CLOSER THAN 3" TRANSVERSELY AND 4-1 j2" LONGITUDINALLY. 17. HORIZONTAL CLEARANCE SHALL BE A MINIMUM OF 1" FROM THE EDGE OF ANY SHEAR CONNECTOR TO THE FACE OF CONCRETE, STEEL DECK RiB. OR SIMILAR ADJACENCY. 18. EDGE DISTANCE FROM THE CENTER OF A SHEAR CONNECTOR TO THE EDGE OF A STRUCTURAL STEEL BEAM SHALL PREFERABLY BE 2" BUT IN NO CASE LESS THAN 1-1/2". MASONRY 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE NATIONAL CONCRETE MASONRY ASSOCIATION AND THE AMERICAN CONCRETE INSTITUTE 530/530.1 LATEST EDITION. 2. ALL MASONRY FOR LOAD BEARING WALLS SHALL BE CONSTRUCTED OF HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90 AND IN ADDITION, THE QUALITY CONTROL STANDARDS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION. 3. USE TYPE "M" MORTAR FOR SETTING MASONRY UNITS. 4. TYPE "M" MORTAR SHALL DEVELOP A COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM C270. 5. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY, AND ALL WALLS SHALL BE LAID TRUE AND PLUMB. 6. ALL MASONRY WALLS TO BE BUILT STAGGERED BOND, FULL BED MORTAR. 7. IN ALL MASONRY WALLS, PROVIDE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT AT 8" ON CENTER BELOW GRADE AND 16" ON CENTER ABOVE GRADE. PROVIDE PREFABRICATED CORNER AND T SECTIONS. LAP ADJACENT SECTIONS A MiNIMUM OF 12". 8. MASONRY CONTRACTOR SHALL REPAIR ALL CRACKS IN MASONRY WALLS DURING CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT. 9. CONCRETE MASONRY PRISM COMPRESSIVE STRENGTH (fm) SHALL BE 1500 PSI MINIMUM. 10. ALL INDIVIDUAL CONCRETE MASONRY UMTS SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. 11. PEA GRAVEL GROUT SHALL CONFORM TO ASTM C476 AND DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSi. 12. FILL ALL CELLS BELOW GRADE WITH PEA GRAVEL GROUT. 13. FILL ALL CELLS CONTAINING REINFORCEMENT AND ALL BOND BEAMS NTH PEA GRAVEL GROUT. 14. PROVIDE ADDITIONAL 2 - #5 VERTICAL REINFORCING BARS AT EVERY CORNER, OPENING EDGE AND WALL INTERSECTION. PROVIDE ADDITIONAL 2 - .#5 HORIZONTAL BARS ABOVE AND BELOW ANY OPENING EDGE. EXTEND HORIZONTAL BARS 2'-0" MINIMUM BEYOND EACH SiDE OF OPENING. SHOE DRAWING SUBMITTALS 1. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER. 3. DETAILER SHALL CHECK ALL DRAWINGS FOR OPENINGS AND ANY ADDITIONAL INFORMATION AFFECTING STRUCTURAL WORK. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO ALLOW SUFFICIENT TIME FOR PROCESSING. 5. ALL SHOP DRAWINGS SHALL BE SUBMITTED ON TRANSPARENCIES FOR DiRECT REPRODUCTION WITH 2 PRINTS ONLY. DISTRIBUTION AS PER ARCHITECTURAL INSTRUCTIONS. 6. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR THE ME BOX (ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEER'S COMMENTS. 7. THE SHOP DRAWING SHALL BEAR THE INITIALS OF DETAILER'S CHECKER AND GENERAL CONTRACTOR'S REVIEW STAMP PRIOR TO SUBMISSION. 8 COMPLETE ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS; BUT iN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 9. DETAILER SHALL SUBMIT AN INDEX TO THE DETAIL DRAWINGS WITH EACH SHOP DRAWING SUBMITTAL. 10. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL BE RETURNED FOR CORRECTION WITHOUT PROCESSING. 11. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES INCORPORATED: A. FIRST RESUBMISSION TO HAVE ANY CHANGES ,ON THE DRAWING MARKED fI AND CLOUDED AT EACH ITEM CHANGE. ALL ITEMS TO BE NOTED IN REVISION BOX. B. SUBSEQUENT RESUBMISSIONS SHALL BEAR CHANGES #2 AND #3 ETC. C. ALL ENGINEER'S MARKINGS SHALL BE REMOVED. 12. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 13. DETAILER SHALL USE THE SAME COLUMN NUMBERS IN HiS DETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS, STRUCTURAL LOADS - CODES, RULES, & REGULATIONS OF THE STATE OF NEW YORK ROOF DEAD LOAD ............................................. SEE PLAN ROOF LIVE LOAD (SNOW LOAD) ............... SEE PLAN FLOOR DEAD LOAD ............................................ SEE PLAN FLOOR LIVE LOAD .............................................. SEE PLAN WIND LOADS: HEIGHT 0 - 25 FEET..... ...... ...... ......... 15 PSF 26 - 40 FEET: .................................. 18 PSF SEISMIC LOADS; NOT REQUIRED DESIGN PER BOCA 96 AV=.145 Aa = .145 SEISMIC HAZARD EXPOSURE GROUP II SEISMIC PERFORMANCE CATEGORY C SOIL PROFILE TYPE S1 - 1.0 BASIC STRUCTURAL SYSTEM - DUAL SYSTEM 1. NORTH -SOUTH -- ORDINARY MOMENT FRAME R=4Y2 Cd =4 2. EAST -WEST - CONCENTRICALLY BRACED FRAME FRAME R = 5 Cd = 4112 EQUIVALENT LATERAL FORCE METHOD REVISIONS No.Date Description 7-31-98 ISSUED FOR CONSTRUCTION •E• STA Architecture Pianning Interior Design Landscape Architecture Construction Management Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton, N.J. 08543-0023 Tei. 809-452-8888 Fax. 609-452-8332 Princeton Philadelphia New York Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Signature and Seal Ptafteskinal License Na. Project Pfizer Corporate Training Center at Doral Arrowwood Sheet rite CONCRETE TYPICAL DETAILS and GENERAL N 0 TES Date 7/31 /98 0001-0523-01 Scale AS NOTED Shut No. S3*1 Drawn JPV Chkd IK CA) Uj ROOF TOP 6 -F -S -TE -El (HIGH POINT) EL. +45-6 1 0 DETAIL KB2 — (TYPICAL) A LEVEL ACTUAL 288' REFERENCE 0' 1B C 28'-O* )ETAIL KB1 (TYP.) 280-0- 28'-0* ALONG COLUMN LINE LINE 2 ALONG COLUMN LINE 2 W B W 8 2 SCALE: 1/8"=l'—O" SCALE: 1/8"=l'—O$' BRACING NOTE 1. FOR ROOF BEAMS SEE ROOF FRAMING PLAN DRAWING $1.4. 2. FOR FLOOR BEAMS SEE FLOOR FRAMING PLANS DRAWINGS S1.2, AND S1.3. 3., FOR COLUMN SCHEDULE SEE DRAWING S4.1. 4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWINGS S3.1 AND S3.2. 5. "50k" INDICATES AXIAL FORCES IN BRACING MEMBERS (TENSION OR COMPRESSION). 1k=1000 POUNDS. 6. ALL LOADS ARE ULTIMATE LOADS. 7. UNLESS OTHERWISE NOTED ON ELEVATIONS, ALL WORKING POINTS (WP+ SHALL BE THE INTERSECnON OF NEUTRAL AXIS OF CONNECTED MEMBERS. 8. ALL STEEL FOR BRACING MEMBERS SHALL BE ASTM A572 GRADE 50. BEAM SPAN U.N.O. 1" MIN. AT BM. BOTT. AS REQ'D. I AS REQ'D. W.P. Y, Q� AS REQ'D. (A X Y Q> PLATE, SIZE AS 2 -WEB PLATES, SIZE AS REQ'D. ( t MIN. 5/8' REQ'D. ( t MIN = 5/16-) 2 CLAW ANGLES PER BRACE FLANGE, SIZE AS REO'D.(t MIN.=3/8") D E---- T A I "H", HORIZ. AXIAL LOAD, SEE ELEVATIONS r 3 SIDES AS REQ'D. PLATE, SIZE AS REQ'D. ( t MIN. = 5/8" I I II PROVIDE DOUBLE ANGLE CONN. AT EA. SIDE OF BM. TO CARRY THE REQ'D. VERT. REACTION PLUS AXIAL LOAD "H" SEE DET. K81 FOR ADDIT. INFOR. C' \A 1 3 SIDES I '7-L AS REQ'D. AS REQ'D. SIZE DOUBLE ANGLES FROM BEAM AND GUSSET FOR BRACE AND HORIZONTAL LOAD -H" STIFF. COL. AS REQ'D. TO TRANSFER HORIZ. AXIAL LOAD "H." A I L K B SEE DET. KB1 FOR ADDIT. INFOR. PLATE, SIZE AS REQ'D. t MIN. = 3/4" X jv— Y 1"MIN. 3/4- HEADED STUDS 0 12"o.c. EA. SIDE U- UNLESS NOTED OTHERWISE 0 CL <M 1" MIN. 0 0 -j F— < FOR EO2CL IN BRACING SEE COL. SCHED.FOR-f+ SEE ELEVS. A.B. AND BASE PLATE 2 -CHANNELS UNLESS If DETAILS. i i I l NOTED OTHERWISE NOTCH GUSSET PLATE FOR A.B. BEARING PLATE. AS REQ'D. FOR BRACE VERT. COMPONENT WITH AS REQ'Dj _I ti ECCENTRICITY. AS REQ'D. ROOF (HIGH POINT) EL. +45-6 1/2 LEVEL 0 LEVEL A LEVEL 8 ACTUAL 2 REFERENCE 0'-0" DETAIL KB3— -J 3C-0" SEE DET. KB1 FOR ADDIT. INFOR. — DETAIL KB4— ALONG COLUMN LINE 7 W B — 3 SCALE: 1/8"=V -0 - COLUMN 0 PLATE, SIZE AS REQ'D. t MIN. 3/4"0 HEADED STUD x8" LONG. WELD TO PLATE X 3",_E"_ 3" -- 1" THICK MIN. PLATE 12" 4UTRESS, SEE PLAN I WIDE LENGTH AS A ♦ Y REQUIRED I ====:o 3/4" HEADED STUDS @ c0 10 12"o.c. EA. SIDE` 7 UNLESS NOTED OTHERWISE (0 0 MIN. (0 M < 1(0 < 2 ad FOR FOEQE (0 IN BRACING SEE ELEVS. 1 ===00 2 -CHANNELS UNLESS---/ NOTED OTHERWISE TOP OF FOOTING -- -_ ! _l -� _ DETAIL A -A. �S REQ'D. -lot AS REQ'D. DETAIL K B 4 REVISIONS No. Date I Description 7-31-98ISSUEDFOR CONSTRUCTION STA 0 PAULUS SOKOLOWSKI "or�iand SARTOR il CONSULI"ING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW IERSEY (732) 560-9700 07059 Consultants r"I Architecture Planning Interior Design Landscape Architecture Construction Management Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton, N.J. 08543-0023 Tel. 609-452-8888,, Fax. 609-452-8332 Princeton Philadelphia New York Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Signature and Seal Proffessional License No. ?01roject — Pfizer Corporate Training Center at Doral Arrowwood Sheet Tittle BRACING DETAILS Date 1" MIN. AT BM. BOTT, 7/31/98 MET. DECK. DEPTH Scale AS NOTED +2"MINIMUM CLEAR Drawn JPV AT TOP OF BM. LIJ Chkd • MAJ V) \A 1 3 SIDES I '7-L AS REQ'D. AS REQ'D. SIZE DOUBLE ANGLES FROM BEAM AND GUSSET FOR BRACE AND HORIZONTAL LOAD -H" STIFF. COL. AS REQ'D. TO TRANSFER HORIZ. AXIAL LOAD "H." A I L K B SEE DET. KB1 FOR ADDIT. INFOR. PLATE, SIZE AS REQ'D. t MIN. = 3/4" X jv— Y 1"MIN. 3/4- HEADED STUDS 0 12"o.c. EA. SIDE U- UNLESS NOTED OTHERWISE 0 CL <M 1" MIN. 0 0 -j F— < FOR EO2CL IN BRACING SEE COL. SCHED.FOR-f+ SEE ELEVS. A.B. AND BASE PLATE 2 -CHANNELS UNLESS If DETAILS. i i I l NOTED OTHERWISE NOTCH GUSSET PLATE FOR A.B. BEARING PLATE. AS REQ'D. FOR BRACE VERT. COMPONENT WITH AS REQ'Dj _I ti ECCENTRICITY. AS REQ'D. ROOF (HIGH POINT) EL. +45-6 1/2 LEVEL 0 LEVEL A LEVEL 8 ACTUAL 2 REFERENCE 0'-0" DETAIL KB3— -J 3C-0" SEE DET. KB1 FOR ADDIT. INFOR. — DETAIL KB4— ALONG COLUMN LINE 7 W B — 3 SCALE: 1/8"=V -0 - COLUMN 0 PLATE, SIZE AS REQ'D. t MIN. 3/4"0 HEADED STUD x8" LONG. WELD TO PLATE X 3",_E"_ 3" -- 1" THICK MIN. PLATE 12" 4UTRESS, SEE PLAN I WIDE LENGTH AS A ♦ Y REQUIRED I ====:o 3/4" HEADED STUDS @ c0 10 12"o.c. EA. SIDE` 7 UNLESS NOTED OTHERWISE (0 0 MIN. (0 M < 1(0 < 2 ad FOR FOEQE (0 IN BRACING SEE ELEVS. 1 ===00 2 -CHANNELS UNLESS---/ NOTED OTHERWISE TOP OF FOOTING -- -_ ! _l -� _ DETAIL A -A. �S REQ'D. -lot AS REQ'D. DETAIL K B 4 REVISIONS No. Date I Description 7-31-98ISSUEDFOR CONSTRUCTION STA 0 PAULUS SOKOLOWSKI "or�iand SARTOR il CONSULI"ING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW IERSEY (732) 560-9700 07059 Consultants r"I Architecture Planning Interior Design Landscape Architecture Construction Management Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton, N.J. 08543-0023 Tel. 609-452-8888,, Fax. 609-452-8332 Princeton Philadelphia New York Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Signature and Seal Proffessional License No. ?01roject — Pfizer Corporate Training Center at Doral Arrowwood Sheet Tittle BRACING DETAILS Date Job No - 7/31/98 0001-0523-0 Scale AS NOTED Sheet No. Drawn JPV S 2 Chkd • IK COL. t COL. COL. TOP OF WALL SEE PLAN, 2-#6 CONT. SEE P1 PROVIDE POCKET IN EL. 288'-0" -0 SEE PLAN 2P-6" TOP & BOTT. WALL POUR AFTER COL. IS IN PLACE 1-#5 CONT. COL. -CONCR. SLAB - SEE 1 -#5 FOR COLUMN SIZE & 7 SEE PLAN PLAN FOR ELEVATION, CONT. ORIENTATION, SEE PLAN i THICKNESS & REINF'G AL 2-#6 CONT. #5@12"o.c #5012"o.c FOR BASE It- DETAILS, TOP & BOTT O -C SEE DWG. S3.2 Z O -x- X- x- x- x- x —x—x— A- x- x- x- 7-- X #5@1 2"o.c VERT.— —#5@12"o.c HOR. 71 Rr =III -1:1 a - I u— MiN [5 EACH FACE CONT. EA.F. a 4 VAPOR W WALL BEYOND UJ I tEl 14. BARRIER (TYP). -4 U) RUN CONT. #5@12"o.c HOR REINF. THRU 0 UNDERDRAIN SYSTEM WALL BEYOND I BUTTRESS Is I CONT. EA.F. VOL Y Rx RUN CONT. I BUTTRESS SEE PLAN ND- VOLCLAY Rx 16"r WATER- REINF. THRU T FOR SIZE & REINFORC'G PROOFING BUTTRESS 12 1 #5@12"o.c VERT.--- BUTTRESS SEE PLAN 7-#5 CONT. WATERSTOP I EACH FACE 0 INSULATION BY J1 FOR, SIZE & REINFORC'G FOUNDATION CONTR. -X-X-X-X-X-X-X-X-X I -X-X-X-X-X-X-X-X-X-X-X-X-X-X-X- T 4F- 6-T- — -D t L -i- I 1 0 7 I x x 7,1, I Ss FBU7RE SEE. F HAUNCH CONT. 11k WALL FTG. DOWN I I 3-#5 CONT.J lo -O" 7 - - 1-4 7 16 - -6-L VAPOR - - - FOR BOTTOM OF FOOTING FOR FOOTING SIZE & 2* -0l 6-1 BARRIER (TYP). ELEVATION, SEE PLAN (TYP). REINFORC'T SEE L PLAN (TYP). FOR FOOTING SIZE AND Q a Z 1--: REINFORCING SEE PLAN "n Z 0 S E C T 1 0 N F 1 —S E C T 1 0 N F 2 SECTeN SECTION F 4SCALE: 'A"=V-0" 1-#5 CONT. SEE PLAN 2'-6" 2 #6 CONT. - #4012"o.c - 1-#5 CONT.-,,__�,*.. TOP & BOTT. X—J—X—R—X—x - Z #4012"o.c W V) -cc W #5012"o.c VERT.— EACH FACE -0 —x—x—x—x—g—x—x Zx .7--x—x—x—x x— X =A=Z>o #5012"o.c HOR. CONT. EA. FACE W < 3-#5 CONT. 6" V-0" FOR BOTTOM OF VAPOR BARRIER F-00TING ELEVATION, (TYPICAL) SEE PLAN (TYP). F COLUMN BEYOND IC PROVIDE SPACER SAME THICKNESS AS GUSSET PLATE-----� #4 11 012"c. c. #3 Q 012"o.cT] rile S E C T 1 0 #4012"o. c. FOR SLAB EL. & THICKNESS SEE PLAN (TYP). 2-C8, SEE DWG. S-4.2 FOR SIZE 2x4 SHEAR KEY 024"C.C. 2-#7 CONT. 1-#5 CONT. -1 #5 CONT. S-6* 45 01 2"c.c. #555012"H. CON T. TYP. SEE PLAN #4012"o.c Z W a. -J 1-#5 CONT. >W /-#4@1:2o1o.c 1 #5 CON T. —#5 S* 6 01 2"c.c. X-X- x - En W -X-X-X-X-X-X-X-X-x lk 2 S E C T 0 N F 15 4 -3/4-0 A307 ANCHOR BOLTS W/3- HOOK PIER, SEE PLAN FOR FOOTING SIZE & REINF. SEE PLAN 7 FOR BOTTOM OF FOOTING ELEVATION SEE PLAN (TYP). CTI 0 N F 1 1-#4 CONT. #4012"0. 'L SEE PLAN 1-#4 CONT. — #4012"o.c 7 TREADS 0 #5012"cc. DWLS. S-6- #5 01 2"c. C - 7-D#4 NOSING BAR (TYP.) x-x-x-R-X--x-x-x- x X -X- 1 CLEAR MIN. NOSING (TYP.) W#5 CONT. #5012" VERT. EA. FACE 45@Wl C.C. #5012"c. c. HOR. CONT. #4012"c.c. li- a 1 W CLEAR 2 #6 CONT. 6' CONC. STAIR SLAB411' TOP & BO -X-X-Y,-X-X-X-X-X-X-X-X-X==R-X-"-K-x-x=rq-cc- 0 #5x5'-0"012" �. #5 5XV-0-012- #5 63-0,012"c. c. V) 0� W -J < J C3< W rl- TOP OF WALL COL. Job No. EL. 288'-0"S-6- SEE #5012"o.c. co 1-#5 CONT. PLAN #4 AL ;I Q-1 q, ly " JOINT 2 FILLER 2-#6 CONT. CONT. -X.-X-X-X-X-X-x -X. r TOP & BOTT. N ION r5 WA ho U Hi i er 4 "- I 1�=J AV #5012"o.c VERT. A m. o.c HOR. EACH FACE CONT. CONT. EA. FACE Z #5012"o.c VERT. 2-#6 CONT. W W a TOP & BOTT. 0 #5@12"oc HOR CONT. EA. FACE 0 X -X -X -X -X -X -X X—X—x 3-#5 CONT. 6" 1'-0" 611 TIM il 1E: 3-#5 CONT. SECT IsF 5 SEE PLAN 1-#4 CONT. -#4012"o.c #4012"o.c -X-X-X-X-X-\ -X-X-X-X-X-X-X-X U) X W V) Loll 6 TREADS 0 1" CLEAR_ MIN. I- 6IZ7 1" NOSING MID.) - \-lY2" CLR. 6WM STAR IM REINF. W/#5*1eo,c (BOTTOM) EACH INA) --1-#5 CONT. A A- A' C tr-r' MI ALI –It TYP. S E C T I O N F 7 SECTION 0 EL. 2961 1 #5 CON #5012"c.c HOR. CON # 5012" VER EA. FACE 5" SLAB REINF., SEE 1 1 -x4x-x-x-x-x-,j `4 0 1 �ffl [ — 2-#6 CONT Top & B017 r-3-#5 CONT .M. SEE PLUMBING DRAWING FOR LOCATION SAME AS PIT SLAB REINF. it -On SUMP R1 ELEVATGIR SUMP DETAIL -#5012"o.c. SEE ARCH. DWGS. FOR PARTITIONS #401'c.c. EACH WAY' IN SLAB and WALLS. CORNER BARS TO MATCH. HORIZONTAL REINFORCING (`WALL BEYOND CLEAR OPENING SEE PLAN FOR BALANCE --OF DETAILS - SEE SECTION F12 IONI BHT) FOR CONIC. WAL & REINF. - SEE SECTION AT LEF yX-X-X-X-x-x-x-x-x-x-x-x-x-x-X-X-x-x-x-X-X-x-X-x-x-x- X4 1 0 ---N F FOR CONTINUATION SEE BELOW (LEFT) #4018"o.c. #5012"o.c. BOTT. EA. W I V2-#6 TOP & BOTTCONT. #3012"c.c. TIES Ci 304'-0" -X-X-X-X-t -X- I - 2-#5 CONT; ILI Job No. W %110 $A 10] #4 AL '71 N ION r5 WA ho U Hi i er 0 EL. 2961 1 #5 CON #5012"c.c HOR. CON # 5012" VER EA. FACE 5" SLAB REINF., SEE 1 1 -x4x-x-x-x-x-,j `4 0 1 �ffl [ — 2-#6 CONT Top & B017 r-3-#5 CONT .M. SEE PLUMBING DRAWING FOR LOCATION SAME AS PIT SLAB REINF. it -On SUMP R1 ELEVATGIR SUMP DETAIL -#5012"o.c. SEE ARCH. DWGS. FOR PARTITIONS #401'c.c. EACH WAY' IN SLAB and WALLS. CORNER BARS TO MATCH. HORIZONTAL REINFORCING (`WALL BEYOND CLEAR OPENING SEE PLAN FOR BALANCE --OF DETAILS - SEE SECTION F12 IONI BHT) FOR CONIC. WAL & REINF. - SEE SECTION AT LEF yX-X-X-X-x-x-x-x-x-x-x-x-x-x-X-X-x-x-x-X-X-x-X-x-x-x- X4 1 0 ---N F FOR CONTINUATION SEE BELOW (LEFT) #4018"o.c. #5012"o.c. BOTT. EA. W I V2-#6 TOP & BOTTCONT. #3012"c.c. TIES Ci 304'-0" -X-X-X-X-t -X- I - 2-#5 CONT; Architecture Planning Interior Design Landscape Architecture Construction Management Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton, N.J. 08543-0023 Tel. 609-452-8888 Foy- 609-452-8332 Princeton Philadelphia New York Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Signature and Seal Proffesellonall license No. Project Pfizer Corporate Training Center at Doral Arrowwood Date Job No. W %110 $A 10] '71 N ION r5 WA ho U Hi i er Architecture Planning Interior Design Landscape Architecture Construction Management Graphic Design The Hiller Group 500 Alexander Park CN 23 Princeton, N.J. 08543-0023 Tel. 609-452-8888 Foy- 609-452-8332 Princeton Philadelphia New York Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Signature and Seal Proffesellonall license No. Project Pfizer Corporate Training Center at Doral Arrowwood Date Job No. 3/4"0 STUDSx6" LONG @18"o.c (STAGGERED) 2-#8 TOP & BOTT. CONT. #6012"o.c. VERT. r DAMPPROOFING & DRAINAGE :c BOARD, SEE ARCH. DWGS. c 10- 1c, BACKFILL WITH FILL AS SPECIFIED c r IN SOILS ENGINEER'S REPORT i NQIE DO NOT BACKFILL AGAINST THIS WALL UNTIL LEVEL -A FLOOR HAS BEEN IN PLACE FOR 7 DAYS IN ITS ENTIRETY #9012"a. c. DOWELS (0 12, ./1 411 it COLUMN & POUR WHEN LEVEL C14 CNI C14 F22A FOR COLUMN SIZE, (L BEAM 'A' IS POURED 6" it -O" C T 1 SEE COL. SCHEDULE CONCRETE SLAB - SEE 00 W W W V) (n v) PLAN FOR THICKNESS, ---------- BEAM WHERE-'/ --------- I- W i 11 APPLICABLE EACH SIDE OF BEAM+ TOP & BOTT. REINF. & ELEVATION // 0 fD I // Q_ WEB. WELD TO BEAM Kansas City I 1-#5 CONT.C#5@12"o.c Dallas • D 'Ac 1-#5 CONT. #5012"'O.0 0 a. :E a. W 11 is WALL BEYOND 0 SEE TYP. L2x2x`1/4�' CONT. W/ 3/4"x1/8"x4" LONG X_ x -x* -x -x -x -x _._-x-x-x-x__I HOR. WALL- REINF. 2-#7x5'-0" LG. DWG. S4.1 STRAP WELDED TO L I SHALL RUN THRU ADD'L CENTER ON I D -k -BUTTRESS SEE PLAN BUTTRESS( z W BEAM SECTION C -C FIN. FLOOR ELEVATION SEE PLAN (TYP) BUTTRESS) f A- 71 ---GRATING to I iz I D )R BUTTRESS SIZE (SEE ABOVE) REINF. SEE PLAN #4(1@4"oc. W _j 0 W z P" -Ask, 41111 D BEYOND NING 1 4- 5" #3 LLO 1 2"o. c a- II: EA. SIDE CL V) FOR BASE PLATE- 2 U_ LH I1 2-3/4-0 A307 C,4 FOR TOP BEA CONT. VOLCAY Rx DETAIL & SIZE, SEE COL. SCHEID. j� 'T ANCHOR BOLTS - W/3HOOK Ii v,\ SEE PLAN WATERPROOFING #408"o.c CONT. 2 0 STRAP WELDED TO L AS REQUIRED SIZE SEE SCHEDULEEI 1EQ71 AT SECT. F20 3/8- CONT. 00 B PER DWG.. 51.2 A (CENTER ON BEAM) r 04 8" el • L3x3x3/8" CONT. GALV. POCKET 2x6 SHEAR KEY BLOCK SOLID @ 2'-0"o.c. WALL BEYOND RUN• FOR TOP OF CONT. REINFNG BUTTRESS EL, THRU BUTTRESS SEE PLAN #9012"o. c. VERT. t I DAMPPROOFING , FOR BUTTRESS SIZE AND DRAINAGE & REINF, SEE PLAN BOARD, SEE F20 e SECTION #5012"o.c HOR. _- CONTINUOUS 4-#5 CONT. 9" 3- #8 TOP CONT. FINISH GRADE; SEE SITE DRAWINGS. DAMPPROOFING & DRAINAGE BOARD (TYPICAL), SEE ARCH. DRAWINGS, BACKFILL WITH FILL AS SPECIFIED IN SOILS ENGINEER'S REPORT DONOT BACKFILL AGAINST THIS WALL UNTIL LEVEL A FLOOR HAS BEEN IN PLACE FOR 7 DAYS IN ITS ENTIRETY #5012"cx. HOR. CONTINUOUS 1-#8 CONT. -----rI 00 #5012"c.c. HORIZ.4 #608"c.c. VERT. FULL HEIGHT 2-#8 CONT. - 2' -0" COLUMN WELD DECK TO L06" o. c ice--- L6x4x3/8" CONTINUOUS W/1 1/2x3/16x8'STRAP ANCHORS 012"o.c WELD TO ANGLE I #5012"cx. DOWELS #5012"c.c. VERT. I #8x19,-O"08"O.C. ADDITIONAL 5" 3" WELD DECK TO L06"o.c L5x3 1/2x1/2" CONT. W/1 1/2x1 /4x12"STRAP ANCHORS 012 " o. c WELD TO ANGLE L #6012"c.c. DOWELS It #908"c.c. VERT. VOLICLAY R WATERPROOFING .9" - 1- 1'-9" J -9"j \-4-#5 CONT. S E C T 1 0 N F T 1 0 N F /7_�64 T 1 SEE PLAN FOR W -BEAM SIZE & ORIENTATION FOR BEARING PLATE & 11/2" ill /2- ANCHOR BOLTS, SEE BEARING PLSCHEDULE ON DWG. S- -N - PLAN DET. A -A • SECT. < M C14 CNI C14 F22A lo -O's 1$-4" U_ IA_ JLA_ 6" it -O" C T 1 0 N 0 00 W W W V) (n v) • SECT. F22 j 2'-0- fi V-8- • SECT. F22A lo -O's 1$-4" • SECT. F22B 6" it -O" C T 1 0 N BALANCE OF SECTION SAME AS SECTION F25 COLUMN - SEE PLAN & COLUMN SCHEDULE BALANCE OF SECT., SAME A SECTION F25 1,-4" 5", I FILL BEAM POCKET SOLID W/CONCRETE AT TIME OF LEVEL -A SLAB PLACEMENT BEAM, SEE PLAN Z SEE PLAN I 1NT FOR DIRECTION PROVIDE L3x3xy4" PROVIDE 3x3x1 /4"x6" OF STEEL DECK DECK SUPPORT _j 00 SEE PLAN i MERE REQUIRED WD Alexander Park CN 23 LONG ANCHOR ANGLE I I I X u_ .1j. - ---------- BEAM WHERE-'/ --------- I- W i 11 APPLICABLE EACH SIDE OF BEAM+ TOP & BOTT. SEE PLAN // 0 fD I // Q_ WEB. WELD TO BEAM Kansas City 0 M Dallas • D 'Ac 0 a. :E a. W 11 is WALL BEYOND 0 SEE TYP. L2x2x`1/4�' CONT. W/ 3/4"x1/8"x4" LONG <N Lu W F,) 0 M HOR. WALL- REINF. 2-#7x5'-0" LG. DWG. S4.1 STRAP WELDED TO L I SHALL RUN THRU ADD'L CENTER ON I D -k -BUTTRESS SEE PLAN BUTTRESS( LAP 0 BEAM SECTION C -C FIN. FLOOR ELEVATION SEE PLAN (TYP) BUTTRESS) f A- 71 ---GRATING )R BUTTRESS SIZE (SEE ABOVE) REINF. SEE PLAN #4(1@4"oc. W cn z P" -Ask, 41111 D BEYOND NING 1 4- 5" #3 LLO 1 2"o. c a- II: EA. SIDE ± �.'M 2 U_ LH I1 2-3/4-0 A307 C,4 1" NON -SHRINK GROUT LOR U_ J 6:1 L5x3 1/2x1 /2" CONT. GALV. ANCHOR BOLTS - W/3HOOK Ii STEET SHIMS FOR BEARING PLATE W/1 1/2"x1/4"x12" LONG ADD' L REINF. #408"o.c CONT. 2 0 STRAP WELDED TO L AS REQUIRED SIZE SEE SCHEDULEEI 1EQ71 SEE SECT. F26 3/8- CONT. 00 B PER DWG.. 51.2 EQ. BRG + (CENTER ON BEAM) r 04 8" • L3x3x3/8" CONT. GALV. POCKET #5048 o.c., FILL #9012"o.c VERT. @ SECT. F22 #7 012o.c VERT. 0 SECT. F22A #6012"o.c VERT. 0 SECT. F22B #5012"o.c VERT. O.F. TYP #11012"o.c DWLS. 0 SECT. F22 #9012o.c DWLS. 0 SECT. F22A #6012"o.c DWLS. @ SECT. F22B #11012"o.c TOP @ SECT. F22 #9012o.c TOP 0 SECT. F22A #6012"o.c TOP @ SECT. F22B WALL FTG. BEYOND. HAUNCH BOTT. OF WALL FIG. TO COLUMN FIG. EL. V -G" BEFORE COL FIG. MAX.SLOPE 2 HOR. TO 1 VERT. jt COLUMN 1 TOP OF WALL EL. 320* -0" FINISH GRADE, SEE SITE DRAWINGS 8* -0't 1t-6" COLUMN GALVANIZED METAL GRATING 1 3/4"' x1/4" BRG. BARS - GHB SERIES BY1 } i McNICHOLS Co. ---- 2-#8 CONT. 3/8" CONT. TOP & BOTT. BENT It (GALV). #4x4'-6"018"o.c PT #808"c.c. VERT. LL2x2x1/4" CONT. W1 L3x3x3/8"-] 3/8TI FF'R It 3/4"x1/8"x4" LONG s CONT. GALV. , 04'-O"o.c. STRAP WELDED TO L #5012"c.c. VERT4" (GALV.) LOUVER - SEE ARCH'L. DWGS. #5012"o.c CONT.- -TOP OF SLAB SLOPES TO DRAIN S-6' DAMPPROOFING & DRAINAGE F_0112"ox -CONT. 2-#4 VOLCLAY Rx BOARD (TYPICAL), SEE ARCH. WATERST)P DRAWINGS, BACKFILL WITH K-4" 5 #3 @1 2"o.c FILL AS SPECIFIED IN SOILS ENGINEER'S REPORT #408"o.c CONT. L5x3 1/2xl/2" CONT. GALV. EA. FACE W/1 1/2"x1/4"x12" LONG 0 STRAP WELDED TO L #5048"oc., FILL 00 V_ BLOCK SOLID 9 A. WELD DECK TO L 0 6"o. c. NOTE: DO NOT BACKFILL AGAINST THIS #5048"o.c. WALL UNTIL LEVEL A FLOOR HAS BEEN IN PLACE FOR 7 DAYS IN -#808"oc VERT. A #5012"c.c. DWLS. ITS ENTIRETY VOLCLAY RX WATERSTOP #5012"o.c CONT.. #6012 ox VERT. 0 SLOPE TO DRZN X_ X_ X_ X_ 2- #6 TOP BOTT. CONT. ILL COMPACTED VOLCLAY Rx so;L0 - 6" 1* -0" 6" WATERSTOP 1 ..... NI ) I 4-#5 CONT. 9 11-9" 9#t TFOR BOTTOM OF FOOTING ELEVATION #5024"o.c. SEE PLAN (TYPICAL) SE!'T10N F23 SCALE: 1/2=V-0" (TYPICAL) 00 L r 05�,, EXTEND WALL FIG. REINF. V-115" INTO COLUMN FOOTING FOR COLUMN FOOTING SIZE & REINFORCING SEE PLAN (TYPICAL) T 1 0 N 1' -4" 80-0" COLUMN and BEAM COLUMN Z SEE PLAN I 1NT FOR DIRECTION PROVIDE L3x3xy4" GALVANIZED METAL GRATING 1 3/4"' OF STEEL DECK DECK SUPPORT _j 00 SEE PLAN i MERE REQUIRED WD Alexander Park CN 23 XI =2=__j I I I X u_ .1j. - ---------- BEAM WHERE-'/ --------- I- W i 11 APPLICABLE Y_ 0 TOP & BOTT. SEE PLAN // 0 -FOR TOP OF BUTTRESS I // Q_ ELEVATION SEE PLAN (TYP) Kansas City Z Dallas • D 'Ac 0 0 SEE TYP. L2x2x`1/4�' CONT. W/ 3/4"x1/8"x4" LONG ---- - ------ - -- PLATE DETAIL/ DWG. S4.1 STRAP WELDED TO L I EQ. EQ. VERT. #5012"c.c. VIER (GALV.) I D -k -BUTTRESS SEE PLAN COLUMN EMU SECTION C -C FIN. FLOOR ELEVATION SEE PLAN (TYP) (L COLUMN SEE AND FOOTING PLAN ---GRATING )R BUTTRESS SIZE (SEE ABOVE) REINF. SEE PLAN #4(1@4"oc. W VOLCLAY Rx z P" D BEYOND NING 1 4- 5" #3 LLO 1 2"o. c M 0 EA. SIDE zo 2 U_ Co EXTEND WALL FIG. REINF. V-115" INTO COLUMN FOOTING FOR COLUMN FOOTING SIZE & REINFORCING SEE PLAN (TYPICAL) T 1 0 N I I SECTION D -D 0 z UQ 3-#8 TOP CONT. FINISH GRADE; SEE SITE DRAWINGS. D I AMPPROOFING & DRAINAGE BOARD (TYPICAL), SEE ARCH. DRAWINGS, BACKFILL WITH FILL AS SPECIFIED IN SOILS ENGINEER'S REPORT - RQIL DO NOT BACKFILL AGAINST THIS WALL UNTIL LEVEL A FLOOR HAS BEEN IN PLACE FOR 7 DAYS IN ITS ENTIRETY #5012"c.c. HOR. CONTINUOUS 1-#8 CONT. I)o #5012"c.c. HORIZ. #64 FUL 2- c t a 2$-0" li #5012"c.c. VERT. PERIM. INSULATION 3-#5 CONT. ME INSIDE FACE ONLY #5012" OUTSIDE FACE WELD DECK TO L@6"o.c 1-` - 6x4x3/8" CONTINUOUS W/1 11/2x3/16x8"STRAP ANCHORS 012"o.c WELD TO ANGLE #5012"c.c. DOWELS I #5012"c.c. VERT. •I #9x1 W-O"Wo.c. ADDITIONAL 7-<WELD DECK TO L06"o.c L5x3 11/20/2" CONT. W11 1/2x1 /4x12"STRAP ANCHORS 012"o.c WELD TO ANGLE #6012"c.c. DOWELS 1' -4" 80-0" Job No. COLUMN Z 11-- 1NT Landscape Architecture TOP OF WALL GALVANIZED METAL GRATING 1 3/4"' Sheet No. EL. 320'-0" _j 00 Q I WD Alexander Park CN 23 McNICHOLS Co. Princeton, N.J. 08543-0023 77y I I SECTION D -D 0 z UQ 3-#8 TOP CONT. FINISH GRADE; SEE SITE DRAWINGS. D I AMPPROOFING & DRAINAGE BOARD (TYPICAL), SEE ARCH. DRAWINGS, BACKFILL WITH FILL AS SPECIFIED IN SOILS ENGINEER'S REPORT - RQIL DO NOT BACKFILL AGAINST THIS WALL UNTIL LEVEL A FLOOR HAS BEEN IN PLACE FOR 7 DAYS IN ITS ENTIRETY #5012"c.c. HOR. CONTINUOUS 1-#8 CONT. I)o #5012"c.c. HORIZ. #64 FUL 2- c t a 2$-0" li #5012"c.c. VERT. PERIM. INSULATION 3-#5 CONT. ME INSIDE FACE ONLY #5012" OUTSIDE FACE WELD DECK TO L@6"o.c 1-` - 6x4x3/8" CONTINUOUS W/1 11/2x3/16x8"STRAP ANCHORS 012"o.c WELD TO ANGLE #5012"c.c. DOWELS I #5012"c.c. VERT. •I #9x1 W-O"Wo.c. ADDITIONAL 7-<WELD DECK TO L06"o.c L5x3 11/20/2" CONT. W11 1/2x1 /4x12"STRAP ANCHORS 012"o.c WELD TO ANGLE #6012"c.c. DOWELS FINISH GRADE, SEE SITE DRAWINGS T1, f #501 2"c.c. VERT. -i #5012"c.c. VERT -.--- 4-#5 CONT. #5@24!o.c.- FQR 9A ANCE OF DEI6LL-% SEE SECTION F23 SEE PLAN GALVANIZED METAL GRATING 1 3/4 x1/4" BRG. BARS - GHB SERIES BY McNICHOLS Co. 2-#8 CONT. 2-#4 CONT. #3 012"0. L3x3x1 j4" --J CONT. GALV. L3x3x1/4" CONT. W/ -0 HILTI KWIK BOLT 5/8 02'-O"o.c (GALV.) FOR DET'S 2"o.c VERT. 2"cix VERT. SEE PLAN It COLUMN I BEAM 1 3/8" CONT. BENT It (GALV). #4018-o.c 3/8" STIFF'R It 03'-O"o.c. REVISIONS No. Date Description 7-31-98 ISSUED FOR CONSTRUCTION 1' -4" 80-0" Job No. COLUMN interior Design 1NT Landscape Architecture TOP OF WALL GALVANIZED METAL GRATING 1 3/4"' Sheet No. EL. 320'-0" x1 /4" BRG. BARS GHB SERIES BY) I I WD Alexander Park CN 23 McNICHOLS Co. Princeton, N.J. 08543-0023 FINISH GRADE, SEE 2-#8 CONT. i 11 3/8" CONT. SITE DRAWINGS TOP & BOTT. 1 BENT It (GALV). New Yak Washington I Clarice Summit #4x4'-6"018"oJ.c Kansas City Dallas • Sydney 3x3x3/8 CONT. L GALV.- 1 Certification of Authorization #808"c.c. VERT. L2x2x`1/4�' CONT. W/ 3/4"x1/8"x4" LONG 3/8 STIFF'R 04'-0"o.c. STRAP WELDED TO L I LOUVER - SEE VERT. #5012"c.c. VIER (GALV.) ARCH'L. DWGS. #5012"o.c CONT. 0 4 N__1L ---GRATING (SEE ABOVE) #4(1@4"oc. S-6' =F012 "o.c 2-#4 CONT. #W VOLCLAY Rx EXTEND 3'-0" P" 0 WATERST)F BEYOND NING 1 4- 5" #3 LLO 1 2"o. c EA. SIDE Co C,4 111111 Jill tilt 11HU II - I:t L5x3 1/2x1 /2" CONT. GALV. 04 W/1 1/2"x1/4"x12" LONG #408"o.c CONT. 2 0 STRAP WELDED TO L EA. FACE - - 1/4" THICK STRAPx6" WIDE 3/8- CONT. 00 4 (GALV). FOR MASONRY BENT It (GALV). BRACING 04'-O"o.c. 8" • L3x3x3/8" CONT. GALV. #5048 o.c., FILL BLOCK SOLID FINISH GRADE, SEE SITE DRAWINGS T1, f #501 2"c.c. VERT. -i #5012"c.c. VERT -.--- 4-#5 CONT. #5@24!o.c.- FQR 9A ANCE OF DEI6LL-% SEE SECTION F23 SEE PLAN GALVANIZED METAL GRATING 1 3/4 x1/4" BRG. BARS - GHB SERIES BY McNICHOLS Co. 2-#8 CONT. 2-#4 CONT. #3 012"0. L3x3x1 j4" --J CONT. GALV. L3x3x1/4" CONT. W/ -0 HILTI KWIK BOLT 5/8 02'-O"o.c (GALV.) FOR DET'S 2"o.c VERT. 2"cix VERT. SEE PLAN It COLUMN I BEAM 1 3/8" CONT. BENT It (GALV). #4018-o.c 3/8" STIFF'R It 03'-O"o.c. REVISIONS No. Date Description 7-31-98 ISSUED FOR CONSTRUCTION tOLCLAY Rx WELL COMPACTED WATERSTOP SOIL OR BOTTOM OF FOOTING ELEVATION SEE PLAN (TYPICAL) 0 N F 29 Signature and Seal I Proffe"anal Licanse No. Date Architecture Job No. Planning interior Design 0001-0523-01 Landscape Architecture S=Iq Construction Management Sheet No. Gropft Design #5048"o.c., FILL The Hiller Group BLOCK SOLID WD Alexander Park CN 23 Princeton, N.J. 08543-0023 Tell. s -ase -sass I= 609-452-8332 Princeton Philadelphia #5048"o.c.. DOWELS New Yak Washington Clarice Summit Kansas City Dallas Sydney x- 1 Certification of Authorization tOLCLAY Rx WELL COMPACTED WATERSTOP SOIL OR BOTTOM OF FOOTING ELEVATION SEE PLAN (TYPICAL) 0 N F 29 Signature and Seal I Proffe"anal Licanse No. Date Job No. 7/31/98 0001-0523-01 S=Iq AS NOTED Sheet No. Drawn JPV S5.2 1 vi a �r 0 M <c w L1i. 0 BEAM ' t COLUMN BEYOND >EE PLAN" CONCRETE SLAB SEE PLAN FOR C17c hlr nvt if -ell' __r rd r-%iA"M^►f S E C T I O N T 1 SCALE. 3/4"=1'-0" (TYPICAL UNLESS OTHERWISE NOTED) 3/8" BENT PLATE i M^IL Ar%r P•r r—f—t f —tC r^r - A.Y1 f1 FINISHED FLOOR SEE ARCHT'S DWGS. _, SLOPE No BEAM i ii COLUMN BEYOND SEE PLAN ,CONCRETE SLAB SEE PLAN FOR f C1797 TWInVK1CCC -A n cira'-d^Ar ' BEAMk SEE FLAN 1 1 ► a 11 1 i i 1 2f-0„ i 11� CEILING LINE 1 i I � i 1 1 i 1 � 1 I � 6 { 1 i I 1 , d 1 � I I BEAM and COLUMN i i 3/8" BENT PLATE CEILING LINE r r �' CEILING LINE 1 r 1 t r iNi IS T 6-1 BEAM I LIGHTWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, t THICKNESS and ELEVATION 1—#4 CONT. t a - #4x3' --6" 018" j oil :=�--x--�—x—x--x—x--x--x--X—x—x---x--x--x--x-�, X---x—X-X-Xx-x—x-x—x—X—.x—x—X—X—x -- — -- 1 -------------- BEAM, SEE PLAN BEAM, SEE PLAN BEAM, SEE PLAN L5x3 1 /2x3/8 CONTI. ATE; DECK RUNS INTO OTHER DIRECTION AT T12A T 0 N T 11 2 an d T 1 COLUMNZEAM and sX SEE PLAN CONCRETE SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION —3/4"0 x 4 1/2" LONG 02'—OHc. }}I I Z %Q" ®r'41T MI ATP 3/8" STIFFENER 05'—O"c.c.t 1� vi CLIP L's AS REQUIRED BY Ir i CURTAIN WALL CONTRACTOR U ' ' Uj r __ ,t o f � � CEILING LINE i ! , EL. +8,-8" TS8x8x3/8 BEAM and COLUMN BEYOND SEE PLAN _j CONCRETE .SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION- 3/4"0 LEVATION- 3/4!>0 x 4 1/2 - LONG 023 --0P! c.c. 1 ' 3/8" BENT PLATE ' METAL DECK CLOSURE ( FOR DECK DIRECTION SEE PLAN -- t r #4 x 4'-6" 018"c.c. t i l F ) —X—X— —% xx =x—-x—x-x—x X—X= x x—X—X—X—x-x—x—x—z—x- + ( i t 1f-4„ _----- I i BEAM, SEE PLAN} 3/8" STIFFENER ' ' x4x3/8"L 05'-0"c.c.t CONT. (L.L.H.) i I ' ° VERTICAL SLIP 1 CONNECTION i CLIP L's AS REQUIRED BY ' t CURTAIN WALL CONTRACTOR OfQ t,.r � a t t ' I I CEILING LINE FT - 5 TS8x8x3/8 ' ---- END PLATE CONNECTION T5 I S E C T I O N T 3 S E C T I O N T 4 S E C T I O N T BALANCE OF INFORMATION, SAME BEAM and COLUMN AS SECTION T6 t I SLOPE SLOPE i TO DRAIN TO DiRAIN ' x —x —x —x—x ••-x—x —x —x --x—x —x—xI --.;:$ x —x—x —x —x —x—x --x —x —x --x —x--x—x—x —x —x —x —x --x — DIAGONAL BRACING REQUIRED (BY CURTAIN I WALL CONTRACTOR) CEILING LINE f i i 1 t i CEILING LINE ' d t 1 d i� ,d S E C -T 1 0 T 7 - LIGHTWEIGHT CONCRETE i SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION r Z 1--#4 CONT. r #4X3'-6"018" w 01 x X—X-..X—X—X—X—x—x--X—x x_sx--x x—x—x--x— x--x—x—x—x—x--x--x— l BEAM, SEE PLA Cl BEAM, SEE PLAN BEAM, SEE PLAN t ION T It BEAM LIGHTWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, 1 THICKNESS and ELEVATION t #4X3'-6018" t x-x—x--x—x—z—x-x—x--x—x---x--x--• —1—#4 w CONT. w v1 x—x--x—x—x-x-- - L4x3 1/2x3/8 CONT. (LLH) BEAM, SEE PLAN LIGHTWEIGHT CONCRETE I NORMALWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, ' SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION THICKNESS and ELEVATION E METAL DECK CLOSURE ANGLE #4 x5'—O" 012"c.c. EXISTING STONE SILL REMOVE AND POUR W/CONCRETE EXISTING 5" CONCRETE SLAB EXISTING FOUNDATION WALL EXISTING FOOOTING 1—#5 CONT. CONC. WALL (SKEWED) SEE SECT. F34/S5.3-- FOR DETAILS AND REINFORCEMENT CONCRETE SLAB SEE PLAN, FOR SIZE, THICKNESS and ELEVATION ' _. _x x--x—x--x _x --x--x—x--x _x—x --x BEAM t LIGHTWEIGHT CONCRETE NORMALWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, I SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION THICKNESS and ELEVATION t L5x3 1/2x3/8" CONT. W/1 1 /2x3/16x8" LG. STRAP ANCH. 012"o.c WELD TO ANGLE I 0 N E C T 1 t 0 N- T1 Planning i Interior Design .ar..�rnmf„i Landscape Architecture LIGHTWEIGHT CONCRETE I NORMALWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, ' SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION THICKNESS and ELEVATION E METAL DECK CLOSURE ANGLE #4 x5'—O" 012"c.c. EXISTING STONE SILL REMOVE AND POUR W/CONCRETE EXISTING 5" CONCRETE SLAB EXISTING FOUNDATION WALL EXISTING FOOOTING 1—#5 CONT. CONC. WALL (SKEWED) SEE SECT. F34/S5.3-- FOR DETAILS AND REINFORCEMENT CONCRETE SLAB SEE PLAN, FOR SIZE, THICKNESS and ELEVATION ' _. _x x--x—x--x _x --x--x—x--x _x—x --x BEAM t LIGHTWEIGHT CONCRETE NORMALWEIGHT CONCRETE SLAB SEE PLAN FOR SIZE, I SLAB SEE PLAN FOR SIZE, THICKNESS and ELEVATION THICKNESS and ELEVATION t L5x3 1/2x3/8" CONT. W/1 1 /2x3/16x8" LG. STRAP ANCH. 012"o.c WELD TO ANGLE I 0 N Aft • - DeItiiion', Architecture Drawn JPV ■� Planning i Interior Design Landscape Architecture Construction Management #5048"c.c. TYP. :� ' Graphic Design OWELS —SAME SIZE & The Hiller Group 5W Alexi Park CN 23 e SPACING AS VERT. TYP. �. Princeton, N.J. 01!15es-00r2 CONCRETE SLAB #5012"o.c. TeL 609-452-032 SEE PLAN '•Princeton f yy . 1 #► * • a d t 67A MOUNTAN BOULEVARD OMSION ' • BOX 40,39 WARREN, NEW JERSEY 07052 560-9700 Consultants Aft TION T 1 0 SECTION T 1 Signature and SOW Prof eesk nai ueense Nm Pfizer Corporate Training len er # Doral Arrowwood Date 7131/98 Job No. 0001-0523-01 Scale AS NOTED Architecture Drawn JPV S6.w Planning Chkd Interior Design Landscape Architecture Construction Management #5048"c.c. TYP. :� ' Graphic Design OWELS —SAME SIZE & The Hiller Group 5W Alexi Park CN 23 e SPACING AS VERT. TYP. �. Princeton, N.J. 01!15es-00r2 CONCRETE SLAB #5012"o.c. TeL 609-452-032 SEE PLAN '•Princeton A ' Philadelphia POUR STOP 1—#5 CONT. New York Washington Clarks Summit A A Kansas City Dallas -x --x —x—x —x x--x—x—x--x --x — _---- -- -- --x--x— x— x— x --x-- x-- x— x— �O Sydney ..,. -- Certification of Aatharfzation BEAM, SEE PLAN CONT. ANGLE, 2--#5 CONT. L1'-0" ' SEE SECT. T10 ' CONC. WALL (SKEWED) 4" SEE SECT: F34/S5.3 FOR DETAILS AND REINFORCEMENT TION T 1 0 SECTION T 1 Signature and SOW Prof eesk nai ueense Nm Pfizer Corporate Training len er # Doral Arrowwood Date 7131/98 Job No. 0001-0523-01 Scale AS NOTED Sheet No. Drawn JPV S6.w Chkd 1K EL. 3 L8x6) WELD BOLT SEE I PLAN COLUMN C15x-, WELD BEAM 1/2" STIFF'R It WlOx45 BRACKET SEE PLAN COLUMN SEE PLAN (L COLUMN SEE PLAN COLUMN SEE PLAN COLUMN REVISIONS (t BEAM ii BEAM No. Date Description 3/8- BENT PLATE i 7-31-98 ISSUED. FOR CONSTRUCTION 3/8" BENTPLATE FOR SLAB THICKNESS & 11 11-431 REINFORCING — SEE PLAN if It .SEE.. -SEE 3"0 x 41/2"STUDS :1 IPLAN Z -PLAN I 4—#4CONT. < #4x3 6P* CONT. __j 1—#4 CONT.-,,, @2* -0$* #4x4' 6" 018"c.c. #4012"c.c. #4x3-6" 018"C.C. 1* 1 #4 CL #4x3'-6" i r + r 1 11 1 — 012 0. U-1 @11 2"o.c. —X—X—X—X--X—X—X—X—X—X—X— )—X—X—X—X—X—X—X—X— —x—x—x—x-,f-xi��:�—x—�x—�x—X—X—X—X—X=—X—X—X—X—X—X—X—X—X—X—x :1 °}++ _x —X —x c.7 _Xw�x x— x—x—X=X—X—X—X—X—X — -- — -- + + r --x — I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ++ _x _x I - --x—x1--x , __x _X_X_x �} } { ` 3/8" BENT It N BEAM BEYON(i ' � '� �, SEE PLAN 1 3/8" STIFFENER 05'-0"c.c± N X i' I I \_ 3/4.0 x 4 1/2" =x, -x ' Ii 7 177 LG. SHEAR STUDS DIAGONAL BRACE AS L4x4x3/8 CONT. WELD TO BEAM @ CT I ++I 9r7 DIAGONAL Q2 0 SECT. T17B EL. 318'-0" —CLIP L's AS REQUIRED BY '} ° 2'-0" CLIP L's AS REQD AS REQ co CURTAIN WALL CONTRACTOR BY CURTAIN WALL CLIP L's OD CONTRACTOR BY CURTAIN WALL --�—Wl2x2ft8" LONG CONTRACTOR EL. 318'-0" WELD TO TS6x6 BOLT TO BEAM SEE7 ° �} i �( i ° PLAN. (�,� TS6x6xl/2" - — --- -- DECK RUNS INTO OTHER DIRECTION @T17A L:CEILING LINE 0 T17B lArL C EILING LINE BEAM and COLUMN BEYOND SEE PLAN t� AN I 'r1 SEE PLAN BEAM and COLUMN BEYOND Y-7 T--N-T 12 GAGE CONT. PLATE WELD TO DECK 12 GAGE CONT. CLOSURE PLATE 1-7, T1 7A & EXISTING PARAPET AND FRAMING TO REMAIN— EXISTING DOUBLE SLAB - TOP OF EXIST. STEEL EL. 317'-4" EXISTING 8" MASONRY G 91 I F, TOP OF STEEL EL. 319'-5 3/4" MASONRY ANCHORS @2'—O"c.c. #5 048"c. c. i t BEAM SEE PLAN I PLAN I JIA .. 7' n" 'Ao0"_ F0 I IWALMANK :rfel I and SARTOR COOISMIM ENGINEERS 67A BO MOUNTAIN ULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW JERSEY 07059 (732) 560-9700 Consultants Architecturs Planning Interior Dan* Landscape Architecture Construction Management Graphic Design The Hiller G" 500 Alexander Poo 04 23 Princeton, N.J. 08543-0023 Tot 809-452-8889 Fax. 609-452-8337 Princeton Philadelphia New York Washington Clarke Summit Kansas City Dallas Sydney Certification of Authorization Signature and Sad Praffessional License No. Project Pfizer Corporate Training Center at Doral Arrowwood Shoot Title FLOOR SEC11ONS Date 7/31/98 Job No. 0001-0523-01 01 Scale AS NOTED Sheet No. Drawn JPV I An. 0 SChid IK a t BEAM and COLUMN BEYOND BEAM and COLUMN BEYOND 1" 4'-0" SEE PLAN ' CONCRETE SLAB AND INSULATION, SEE PLAN CONCRETE SLAB AND INSULATION, j SEE PLAN FOR SIZE, THICKNESS SEE PLAN FOR SIZE, THICKNESS and ELEVATION q 1 and ELEVATION _ ' 1 FOR ROOFING. INSULATfON and i FOR ROOFING. INSULATION an FASCIA DETAILS SEE ARCH. DWGS. FASCIA DETAILS SEE ARCH. DWGS. 3/4"0 x 4 1 /2" LONG CD2'--0"c.c. 3/4"o x 4 1/2" LONG @2*-0"c.c. 3/8" BENT PLATE 3/8" BENT PLATE ?I� METAL DECK CLOSURE ! ' FOR DECK DIRECTION SEE PLA 'J �) FOR DECK DIRECTION SEE PLAN— _#4 LA #4 x 3'-•6" 018"c.c. �� l j #4 x 3'-6" 018"c.c. %J I -max:.x . x! x,. x- X' -x -rx --z .vc �.x+�rx�,x x �.ic --x . ! -tix :-.at is -s -1c .- mac'- --x fr J ' I : • .. r ' ; — — N — � ( I :.r •. a ;N --x-X —x—x--X—X —x --X --X--X X X —X x - , —x x OP —x --x x --x —x --x —x -x —x --x --x --x --x —x—x—x --x x _x ,jJ f i ++ +P ++1 --- - - - - - - - - -- -- -- - - - - - - I i 111 BEAM, SEE PLAN /J 1 + 1 i BEAM, SEE PLAN ,'i P �, L6x4x3/8 CONT. �i e IT 0 R1A J +++ t a 5,,.lIJ I J I I i+l DIAGONAL BRACING AS REQUIRED (BY CURTAIN WALL CONTRACTOR) +� ' _4 I I r I I i 1 ' CLIP L's AS REQUIRED BY CLIP L's AS REQUIRED BY i P ' CURTAIN WALL CONTRACTORi 1 CURTAIN WALL CONTRACTOR I + !I I 'i r P i + P CEILING LINE EILING LINE �I I 11 11J S E C T 1 0 N R 1 and RIA SECTION R 2 -SCALE; -3/4"=1'--0" (TYPICAL UNLESS OTHERWISE NOTED) # BEAM and COLUMN BEYOND SEE PLAN CONCRETE SLAB AND INSULATION, SEE PLAN FOR SIZE, THICKNESS and ELEVATION K.3 K.3 BEAM and COLUMN BEYOND ' CONCRETE SLAB AND INSULATION, SEE PLAN FOR SIZE, THICKNESS and ELEVATION rP M t\a . I s Tf 11►� _-_ 1 jr"."j I FOR ROOFING, INSULATION aLl CONCRETE SLAB AND INSULATION, BEAM BEAM FA IA DETAILS E ARCH. DWGS. SEE PLAN FOR SIZE, THICKNESS ' and ELEVATION , I �, CONCRETE SLAB AND INSULATION, , 1 -' 0 SEE PLAN FOR SIZE, THICKNESS 1 - r #4 012"c.c. and ELEVATION " 6 i 2#5 T&B CONT. FOR ROOFING. INSULATION and '' ELEVATION 467-6" FOR ROOFING INSULATION and , # r FASCIA DE AILS SEE ARCH. DWGS. i I FASCIA DETAILS S,EEAARCH. DWGS. i TOP OF CURB 'L L4x4x1/4 BRACE 07'--O"c.c. CLIP L's AS REQUIRED BY CURTAIN WALL CONTRACTOR L3x3x1/4 HANGER WELDED TO TS7 TS7x4x1 /4 CONT. CEILING LINE (i 300/4 HANGER u BEAM and COLUMN BEYOND SEE PLAN —�} CONCRETE SLAB AND INSULATION, j SEE PLAN FOR SIZE, THICKNESS 1/2" x5" PLATE -7" W/4-3/4-0 BOLTS WELD TO BEAM L4x4x1 /4 BRACE CLIP L's AS REQUIRED BY CURTAIN WALL CONTRACTOR L4x4x1/4 HANGER WELDED TO TS8 TS8x8x1 /4 CONT. LO 1 ,UanETOP OF JR1 ELEVAIIQN +52'-6" C6x10.5 (GALV.) # # WELD TO BEAM ! ! W12x16 (GALV.) i #PI # 1 1/2-0 SAG ROD AT 1/8- TEFLON 3/4" THICK STRUCTURAL # ( MIDPOINT (GALV.) PLATE LOOSE EXTERIOR PLYWOOD WITH I l # WATER PROOF GLUE # 1 C6x10.5 (GALV.) I�I 3/8" THRU BOLTS WITH # 1 # OVERSIZE WASHERS (GALV.} # BEAM and COLUMN BEYOND SEE PLAN ' CONCRETE SLAB AND INSULATION, SEE PLAN FOR SIZE, THICKNESS i and ELEVATION FOR ROOFING. INSULATION and I FASCIA DETAILS SEE ARCH. DWGC 6 i -1:3tAM, 5LL FLAN �I P + !I 5/8" PLATE WITH j� P 4-3/4"0 H.S. BOLT it I I ji P CLIP L's AS REQUIRED BY CURTAIN WALL CONTRACTOR �I W12X16 BRACKET CEILING LINE I # + IP i + (TYPICAL) ! 2#5 T&B CONT. TS 6x6x1/4" (GALV.) AS NOTED I 1 i Drat ELEVATION 47 --6 � � FOR DECK DIRECTION SEE PLAN I • 1/8" TEFLON IK I t I FOR DECK DIRECTION SEE PLAN C`' ! I PLATE LOOSE Z 2#4 CONT. Uj it 2#4 CONT. `ww 1 /2"0 SAG ROD AT # � (� I MIDPOINT (GALV.) I I ! ' d a '—X. �.: _— x. -.x -r x— X- x- x�c }� �, x . a x� ., g.. ( ,., 'w .. . a i 1 I - _ — . ft-. x �. x,. - ^s . Yi .*..xc_"" :x� 1; xrr . X— { #4 012"c. c. CONCRETE SLAB AND x— x— x— x— x— x— x x- x— x— x— x— x-- x— —x =x —x —x —x —x —x —x —x —x —x—x —x —x x— x— x— x— x— x- x— x --x-- x-- x— x— x— x-- x-- x x I �.._..-..-..___. �..-.. _ �.. r.. E -PL �.._..�.._ _.. _. ._.. -.. _ .�.._.._..�.. 1'-6" FOR SIZE, THICKNESS 12 GA. POUR # # ,QETAILS .SEE ARCHITECTURAL DRAWINGS STOP and ELEVATION TYPICAL BEAM, SEE PLAN 1 1 BEAM, SEE PLAN S E C T 1 0 N R 7 S E C T 1 0 N R 8 (i 300/4 HANGER u BEAM and COLUMN BEYOND SEE PLAN —�} CONCRETE SLAB AND INSULATION, j SEE PLAN FOR SIZE, THICKNESS 1/2" x5" PLATE -7" W/4-3/4-0 BOLTS WELD TO BEAM L4x4x1 /4 BRACE CLIP L's AS REQUIRED BY CURTAIN WALL CONTRACTOR L4x4x1/4 HANGER WELDED TO TS8 TS8x8x1 /4 CONT. LO 1 ,UanETOP OF JR1 ELEVAIIQN +52'-6" C6x10.5 (GALV.) # # WELD TO BEAM ! ! W12x16 (GALV.) i #PI # 1 1/2-0 SAG ROD AT 1/8- TEFLON 3/4" THICK STRUCTURAL # ( MIDPOINT (GALV.) PLATE LOOSE EXTERIOR PLYWOOD WITH I l # WATER PROOF GLUE # 1 C6x10.5 (GALV.) I�I 3/8" THRU BOLTS WITH # 1 # OVERSIZE WASHERS (GALV.} # BEAM and COLUMN BEYOND SEE PLAN ' CONCRETE SLAB AND INSULATION, SEE PLAN FOR SIZE, THICKNESS i and ELEVATION FOR ROOFING. INSULATION and I FASCIA DETAILS SEE ARCH. DWGC 6 i -1:3tAM, 5LL FLAN �I P + !I 5/8" PLATE WITH j� P 4-3/4"0 H.S. BOLT it I I ji P CLIP L's AS REQUIRED BY CURTAIN WALL CONTRACTOR �I W12X16 BRACKET CEILING LINE I # + IP i + (TYPICAL) ! i # TS 6x6x1/4" (GALV.) AS NOTED I 1 i Drat JPVChkd � � } I • 1/8" TEFLON IK I t I C`' ! I PLATE LOOSE # o 1 /2"0 SAG ROD AT # � (� I MIDPOINT (GALV.) I I ! I i 1 I C6x10.5 (GALV.) { CONCRETE SLAB AND FOR ROOFING. INS!JLATIO INSULATION, SEE PLAN' ! I and FA, C�,� IA FOR SIZE, THICKNESS # # ,QETAILS .SEE ARCHITECTURAL DRAWINGS and ELEVATION z `r # # # ( 3/4" PLATE WELD I FOR DECK DIRECTION I TO POST SEE PLAN II JR10- -O" 018'"c.c. CW P i #4x5' � Xp„x-e►x— --x-a+�.=X: ^x,•--z.••x ;x� x -x--> 14—,#S!: ' x_ x-r--_x�-x—X- 'X x- x; x-x._x.. ' j CONCRETE SLAB AND E C T I INSULATION, SEE PLANS FOR SIZE, THICKNESS and ELEVATION COLUMN 14x14x1 1/4- 'LATE FOS RQOFING.I N ,, WITH HOLES (GALV.) and FASCIA }DETAILS SEE i 10"o STD. PIPE WELD TO ARCH. QWGS. PLATES (GAL) FOR DECK DIRECTION SEE PLAN 1 —�a-- _ --__ __ - x.►•%7rx^nlie—�7R..:.. ... a. �r�: x}s^...X++wlf�z�. x'= 1 ! :. ; -.. , � .,-' :,a dft • d x--x--z—x--x--x --x--z nr-x—x—x--x r x--x—x--x--x--x--x---x- z-z-�x--x-x+-x f 2--1 1/4!' THICK PLATES / t COLUMN SEE PLAN SOCK , TYPICAL AVtT SOCKET rD ETA 1-1 L AT AES.. i T �..K" Ermw G L S. AM, SEE PLAN ►;t 1: ._ ! 1/2" CAP PLATE WITH 2" SLOTTED HOLES (GALV.) ff% L. _......—_..--.. J -- WT4x7.54" WITH 2" SLOTTED HOLES AND 2-3/4" H.S. BOLTS (GALV. ) I WT4x7.5x5" WITH 2" SLOTTED HOLES AND 2-3/4" BOLTS (GALV.) REVISIONS No. Date Description 7-31--98 ISSUED FOR CONSTRUCTION I3 STATE PAULUS KOLOWSM and SARTOR CONSM7M ENGINEERS 67A MOUNTAIN BOULEVARD WENSION P.O. BOX 4039 WARREN, NEW JERSEY 07059 (732) 560-9700 Consultants E=7 Architecture Planning Interior Design Landscape Architecture Construction Management Graphic Design The Millar Group 500 Alexander Park CN 23 Princetay N.J. 08543-0023 Fed. 609-452-8888 Fax. 609-452-8332 Princeton Philadelphia New Yak Washington Clarks Summit Kansas City Dallas Sydney Certification of Authorization Pfizer Corporate Training Center at Doral A w!1 PIR tote 7/31/980001-0523--01 scd* AS NOTED sheet No. Drat JPVChkd � � • IK (REFER#,w,,;;, ,O GENERIC HVAC ABBREMATIONS FOR ADDIMNAL NOMENCLATURE) 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 DB DC DDC DDCFP DIA DIM ON DWG EA EAT EFF ECUH ELEC ELEV EMER EMS ENT EQUIP EUH EXH EXP FTR FCV FFOP FG FLEX FLRDR FP FPM FT FT/SEC FURN FVNR G GA GAL GALV GC GND GPH GPM GRD GWB H HCPD HD HP HPG HR HZ HX AS AAV CH CHEM CHW CHWR CHWS CT CTBD CTW CTWR CWWRR CWS ►m NO GR GS HB HCR HCS HRC HW DEGREES FAHRENHEIT ID INSIDE DIAMETER DEGREES CELSIUS IN INCHES DIAMETER INSUL INSULATION AUTOMATIC CONTROL VALVE KW KILOWATT ACCESS DOOR KVA KILOVOLT AMPERE ADJUSTABLE TAV THERMOSTATIC AIR VENT ADDITIONAL TEFC TOTALLY ENCLOSED FAN COOLED ABOVE FINISHED FLOOR L LENGTH ABOVE FINISHED GRADE LB POUND ALTERNATE LAB LABORATORY ACCESS PANEL LF LINEAR FEET ARCHITECT LVG LEAVING AUTOMATIC TEMPERATURE CONTROL PHX RA ATC COMPRESSOR M ONE THOUSAND ATG COMPRESSOR DRYER MAX MAXIMUM ATG COMPRESSOR RECEIVER MBH THOUSAND BRITISH THERMAL ATMOSPHERIC VENT CD CEILING DIFFUSER 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 FLOOR MIN MINIMUM BRAKE HORSEPOWER MTD MOUNTED BUILDING MU MAKEUP WATER BOILER 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 NOT IN CONTRACT BRITISH THERMAL UNIT PER HOUR NO NORMALLY OPEN SUPPLY FAN COMBINATION AUTOMATIC SMOKE/ NO. NUMBER FIRE DAMPER WITH ACCESS DOOR NOM NOMINAL CONVECTOR NTS NOT TO SCALE COMPRESSED AIR SM CEILING FAN OB OCTAVE BAND CENTERLINE OC ON CENTER CEILING OD OUTSIDE DIAMETER CLEAN-OUT ODP OPEN DRIP PROOF COLUMN OFCI OWNER FURNISHED COMPRESSOR FA FREE AREA CONTRACTOR INSTALLED CONCRETE OFOI OWNER FURNISHED OWNER INSTALLED CONNECTION QV OUTLET VELOCITY CONTRACTOR FLTR FILTER TF CORRIDOR PCF POUNDS PER CUBIC FOOT CUBIC FEET PD PRESSURE DROP CABINET UNIT HEATER PH PHASE CYLINDER PLBG PLUMBING POS POSITION UNDERCUT DOOR PRESS PRESSURE DRAIN HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER PRIMARY DRY BULB TEMPERATUREPRIM PSIA POUNDS PER SQUARE INCH ABSOLUTE DRY COOLER PSID POUNDS PER SQUARE INCH DIFFERENTIAL DIRECT DIGITAL CONTROL PSID POUNDS PER SQUARE INCH GAUGE DIRECT DIGITAL CONTROL FIELD PANEL PVC POLYVINYL CHLORIDE DIAMETER HU HUMIDIFIER WMS DIMENSION IH INTAKE HOOD DOWN FUEL OIL SYSTEM SPECIFIC ABBREVIATIONS FF FUEL FILTER DRAWING REP REPRESENTATIVE FOT RET RETURN FOV REQD REQUIRED EACH REQS REQUIREMENTS ENTERING AIR TEMPERATURE RH RELATIVE HUMIDITY EFFICIENCY RM ROOM ELECTRIC CABINET UNIT HEATER RPM REVOLUTIONS PER MINUTE ELECTRICAL CENTRIFUGAL FAN NTH QUICK OPENING VALVE (USED WITH BLOW DOWN) ELEVATION INLET GUIDE VANES QUICK CLOSING VALVE, FUSIBLE LINK EMERGENCY CENTRIFUGAL FAN FILTER BANK 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 STD STANDARD AIR SYSTEM SPECIFIC TAGS STDSY STANDBY DIRT LEG STL STEEL HC 1 ' SUCT SUCTION FINNED TUBE RADIATION SUP SUPPLY FLOW CONTROL VALVE ACC AIR COOLED CONDENSER HWPHC FIREFIGHTERS OVERRIDE PANEL HWRHC CHILLER FIBERGLASS CHEMICAL FEED HWS 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 PHX RA GAS UH UNIT HEATER GAUGE PROCHWS ENTERING WATER TEMPERATURE GALLONS CC COOLING COIL S(XXX ) GALVANIZED CD CEILING DIFFUSER GLYCOL SUPPLY GENERAL CONTRACTOR V VENT GROUND VEL VELOCITY GALLONS PER HOUR VERT VERTICAL GALLONS PER MINUTE VFD VARIABLE FREQUENCY DRIVE GRADE (GROUND LEVEL) VTR VENT THROUGH ROOF GYPSUM WALL BOARD WCC RV WCCU W WIDTH HEIGHT W/ WITH HANDICAPPED W/0 WITHOUT HEAD WB WET BULB TEMPERATURE HORSEPOWER WF WIDE FLANGE HIGH PRESSURE GAS WG WATER GAUGE HOUR WIRT WITH RESPECT TO HERTZ EHC ELECTRICAL HEATING COIL SEF HEAT EXCHANGER EPHC ELECTRIC PREHEAT COIL SF SFD �� t► `iii t - �� AIR SEPARATOR HWCUH AUTOMATIC AIR VENT HWHC ACC AIR COOLED CONDENSER HWPHC LINEAR DIFFUSER HWRHC CHILLER HE CHEMICAL FEED HWS CHILLED WATER HWUH CHILLED WATER RETURN LWT CHILLED WATER SUPPLY BUTTERFLY VALVE COOLING TOWER AHU AIR HANDLING UNIT COOLING TOWER BLOW DOWN MAV COOLING TOWER WATER OAl COOLING TOWER WATER RETURN ATD AIR TERMINAL DEVICE COOLING TOWER WATER SUPPLY NPSH CONDENSER WATER RETURN OED CONDENSER WATER SUPPLY BDD BACKDRAFT DAMPER PHC OS&Y BI BACKWARD INCLINED P DRAIN OFF VALVE PHX RA PROCHW STANDARD RADIUS ELBOW ( R = W) SUPPLY/RETURN EXHAUST PROCHWR EXPANSION TANK PROCHWS ENTERING WATER TEMPERATURE RETURN FAN CC COOLING COIL S(XXX ) GLYCOL RETURN CD CEILING DIFFUSER GLYCOL SUPPLY REHEAT COIL CFM CUBIC FEET PER MINUTE T(XXX) REFRIGERANT LIQUID TDH HOSE BIBB CONN W/CHAINED CAP RELIEF HOT OR COLD WATER RETURN (DUAL TEMP) RR HOT OR COLD WATER SUPPLY (DUAL TEMP) UV HEAT RECOVERY COIL - GLYCOL REFRIGERANT SUCTION HOT WATER RTU ROOF TOP UNIT WCC RV WCCU HOT WATER CABINET UNIT HEATER HOT WATER HEATING COIL HOT WATER PREHEAT COIL HOT WATER REHEAT COIL HOT WATER RETURN HOT WATER SUPPLY HOT WATER UNIT HEATER LEAVING WATER TEMPERATURE MANUAL AIR VENT NET POSITIVE SUCTION HEAD OUTSIDE STEM AND YOKE PUMP PLATE HEAT EXCHANGER PROCESS CHILLED WATER PROCESS CHILLED WATER RETURN PROCESS CHILLED WATER SUPPLY SECONDARY (SYSTEM DEPENDANT PREFIX) TERTIARY (SYSTEM DEPENDANT PREFIX) TOTAL DYNAMIC HEAD UNIT VENTILATOR WATER COOLED CONDENSER WATER COOLED CONDENSING UNIT AIR SYSTEM SPECIFIC ABBREVIATIONS AC AIR CONDITIONING LAT LEAVING AIR TEMPERATURE ACC AIR COOLED CONDENSER LD LINEAR DIFFUSER ACCU AIR COOLED CONDENSING UNIT WVR LOUVER ACD AUTOMA11C CONTROL DAMPER LVDR LOUVERED DOOR ACU AIR CONDITIONING UNIT CAP & CHAIN (DRAIN VALVES) 0-+-- AF AIR FOIL BUTTERFLY VALVE RETURDUCT UPUST AHU AIR HANDLING UNIT OA OUTSIDE AIR ALD ACOUSTICALLY LINED DUCTWORK OAl 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 CHECK VALVE UH UNIT HEATER 1 RA RETURN AIR STANDARD RADIUS ELBOW ( R = W) SUPPLY/RETURN EXHAUST 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 RISE/DROP RR RETURN REGISTER --fl RS REFRIGERANT SUCTION DO DUAL DUCT SUPPLY AIR TERMINAL RTU ROOF TOP UNIT DIFF DIFFUSER RV ROOF VENT DWDI DOUBLE WIDTH DOUBLE INLET AUTOMATIC CONTROL VALVE, DWSI DOUBLE WIDTH SINGLE INLET TWO POSITION ACTUATOR OX DIRECT EXPANSION SA SUPPLY AIR SATT SOUND ATTENUATOR SCR SCREEN EF EXHAUST FAN SD SMOKE DAMPER EG EXHAUST GRILLE SDET SMOKE DETECTOR EHC ELECTRICAL HEATING COIL SEF SMOKE EXHAUST FAN EPHC ELECTRIC PREHEAT COIL SF SFD SUPPLY FAN COMBINATION AUTOMATIC SMOKE/ ER EXHAUST REGISTER VALVE (CIRCUIT SETTER) FIRE DAMPER WITH ACCESS DOOR ERHC ELECTRIC REHEAT COIL SG SUPPLY GRILLE ESP EXTERNAL STATIC PRESSURE SGD SLIDE GATE DAMPER SM SHEETMETAL ----I+F------ SP STATIC PRESSURE F FAN SR SUPPLY REGISTER F&B FACE AND BYPASS SWDI SINGLE WIDTH DOUBLE INLET FB FAN BOX SWSI SINGLE WIDTH SINGLE INLET FC FORWARD CURVED FA FREE AREA PRESSURE GAUGE WITH GAUGE CLOCK FCU FAN COIL UNIT FOR EVERY 4' OF FD FIRE DAMPER (W/ ACCESS DOOR) TE TOILET EXHAUST FLTR FILTER TF TRANSFER FAN FPI FINS PER INCH TG TRANSFER GRILLE F&T TR TRANSFER GE GENERAL EXHAUST TSP TOTAL STATIC PRESSURE GH GRAVITY HOOD THERMOSTATIC STEAM TRAP ---- D UC UNDERCUT DOOR HC HEATING COIL FOR EVERY 4' OF BOOT BY HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER VD VOLUME DAMPER HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER VV VARIABLE VOLUME SUPPLY HPU HEAT PUMP UNIT AIR TERMINAL BOX HRU HEAT RECOVERY UNIT VVE VARIABLE VOLUME EXHAUST HV HEATING & VENTILATING UNIT AIR TERMINAL BOX HU HUMIDIFIER WMS WIRE MESH SCREEN IH INTAKE HOOD FUEL OIL SYSTEM SPECIFIC ABBREVIATIONS FF FUEL FILTER FOS FUEL OIL SUPPLY (DISCHARGE) FOG FUEL OIL GAUGE FOT FUEL OIL TANK FOP FUEL OIL PUMP FOV FUEL OIL VENT FOR FUEL OIL RETURN (SUCTION) MANUAL VOLUME DAMPER FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS EXPANSION JOINT ~ OR (� 1 ROOF EXHAUST FRN PUMP HUMIDIFIER _ _I SHOWN ON FLOOR PLAN ANCHOR AUTOMATIC SMOKE DAMPER W/ACCESS DOOR CENTRIFUGAL FAN NTH QUICK OPENING VALVE (USED WITH BLOW DOWN) --------[� SFO INLET GUIDE VANES QUICK CLOSING VALVE, FUSIBLE LINK CENTRIFUGAL FAN FILTER BANK BDD BACKDRAFT DAMPER RISE (SINGLE LINE - PLAN VIEW) Cl PROPELLER FAN xxTUBEAXIAL OR VANEAXIAL FAN HEATING COIL BLANKED FOR 3 -WAY BLOW SUPPLY DIFFUSER c IK OR X INLINE CENTRIFUGAL FAN PREHEAT COIL ® C UPBLAST PROPELLAR FAN c REHEAT COIL AIR SYSTEM SPECIFIC TAGS UPBLAST CENTRIFUGAL FAN C DIRT LEG ROOF FAN COOLING COIL HC 1 ' AIR VALVE AHU AIR HANDLING UNIT al 'C' CLEAN-OUT FOR CONDENSATE DRAIN AIR VOLUME TRAVERSE STATION e RV 1 OPPOSED BLADE DAMPER �CACU COMPUTER ROOM AIR RTU W/ TWO POSITION ACTUATOR CABINET HEATER UNIT OPPOSED BLADE DAMPER CV- CV -1 MAX MAX. W/ MODULATING ACTUATOR SATT a UP--`-.' PARALLEL BLADE DAMPER HOT WATER REHEAT ON - W/ TWO POSITION ACTUATOR KW GPM -NOT WATER FLOW RATE ELECTRIC REHEAT SIZE SDET PARALLEL. BLADE DAMPER UNIT HEATER Lu o-,,c,�y�crc W/ MODULATING ACTUATOR /777'r:'i BACKDRAFT DAMPER VARIABLE FREQUENCY DRIVE FAN 1 EXISTING K -�--1i0T WATER FLOW RATE ELECTRIC REHEAT SIZE AIR TERMINAL BOX FINNED TUBE RADIATION DEMO/EXISTING TO BE REMOVED ,uv AIR SEPARATOR FUTURE AIR TERMINAL BOX WITH REHEAT COIL O BOILER CHEMICAL FEED SYSTEM LL COOLING TOWER (OPEN CIRCUIT) BLOW DOWN SEPARATOR CONDENSATE PUMP FLASH TANK CONDENSER CHILLER EVAPORATOR EXPANSION TANK .. i F.i i - Al -------f CALL OUT SYMBOLS 04 CONNECT NEW TO REFER TO DRAWINGS (XXX) TYPE (SEE SCHEDULE) -j CFM EXISTING FOR CONTINUATION Al2(=) DIFFUSER/ REGISTER/ 1 -�- SECTION DESIGNATIONC�i GRILLE CALL OUT H3.1 -•- SHEET NUMBER ROUN NECK SYMBOL DESIGNATES ASSOCIATED SIZE INCHES) Q)� DETAIL DESIGNATION SYSTEM OR SERVICE (is IPS) H HUMIDITY SENSOR OR HUMIDISTAT DIFFUTYPE (SEE SCHEDULE) CFM SHEET NUMBER A M5 MOTION SENSOR Al2/12%) GRILLES CALL OUT"�Rj REVISION NUMBER OT OVERRIDE TIMER RECTANGULAR NECK S1 SUPPLY OR RETURN SIZE (INCHES) ALR RISER DESIGNA11ON $3 3 SPEED SWITCH (HI/MED/LQ/OFF) LINEAR LENGTH (FEET) --i r --`"CFM HWS PIPING SYSTEM Q TEMPERATURE SENSOR OR THERMOSTAT Lf H LINEAR DIFFUSER RISER DESIGNATION S VARIABLE SPEED SWITCH CALL OUT LINEAR TYPE o! BALL VALVE SINGLE LINE (F�-- BALL BALL VALVE WITH MEMORY DOUBLE LINE ------ STOP (BALANCING VALVE) """" "-" ----t O k BALL VALVE WITH HOSE BIBB, D� DRY COOLER ATCC CAP & CHAIN (DRAIN VALVES) 0-+-- -------lAKI ---- BUTTERFLY VALVE RETURDUCT UPUST -------l*I BUTTERFLY VALVE WITH MEMORY STOP ------FLOW RATE PHC B.R (BALANCING VALVE) ROUND SUPPLY DUCT ON { --°-°----'' GLOBE VALVE RHC REHEAT COIL - ----I V h-- PLUG VALVE 1 TANK TANK --A PRESSURE REDUCING VALVE 1 � ► ROUND RETURN OR { CHECK VALVE UH UNIT HEATER 1 STRAINER W/BALL VALVE, HOSE BIBB & CAP TAGS STANDARD RADIUS ELBOW ( R = W) SUPPLY/RETURN EXHAUST (GATE VALVE FOR STEAM) HORIZONTAL OFFSET CT 1 FLOAT OPERATED VALVE HC e HOT WATER HEATING COIL SUP/ STRAINER, DUPLEX UHHOTWATER UNIT HEATER N ANGLE VALVE (SECTION VIEW) PUMP --------C<I-------- ANGLE VALVE (PLAN VIEW) XMAUS FUEL OIL SYSTEM SPECIFIC TAGS STRAINER, BASKET TYPE W/DRAIN VALVE, FUEL OIL PUMP mFUEL OIL TANK RISE/DROP HOSE BIBB & CAP SPLIT TAKE -OFF --fl SOLENOID VALVE W/ BRANCH DAMPERS AUTOMATIC CONTROL VALVE, EXHAUST MODULATING ACTUATOR AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR THREE WAY AUTOMATIC CONTROL VALVE, DUCT MODULATING ACTUATOR 90' TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VO THREE WAY AUTOMATIC CONTROL VALVE, IN LOW SYSTEMS PRESSURE ONLY) TWO POSITION ACTUATOR GOOD FOR TAKEOFF TO AUTOMATIC FLOW CONTROL VALVE RING DUCT (PRESSURE INDEPENDENT) BULLHEAD CONVERGE RETURN/EXHAUST -.- -- COMBINATION FLOWMETER/SHUT OFF/BALANCING W/BRANCH TAKE -OFF VALVE (CIRCUIT SETTER) FLOW MEASURING DEVICE CEILING DUCT �,,. MTD DIFF/GRILLE FLOW SWITCH SAFTEY RELIEF VALVE ----I+F------ UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.) ---------{) BLIND FLANGE VOLUME DAMPER 3 END CAP 7Z,(W/ SUPPLY SIDEWALL LINEAR DIFFUSER 1" INTERNALLY LINED SM PLENUM) PRESSURE GAUGE WITH GAUGE CLOCK HARD FOR EVERY 4' OF STEAM PRESSURE GAUGE WITH A GAUGE LINEAR COCK AND COIL SYPHON CEILING DUCT THERMOMETER ,�. F&T FLOAT & THERMOSTATIC STEAM TRAP LINEAR DIFFUSER (W/ 1" INTERNALLY IB INVERTED BUCKET STEAM TRAP _ _ T THERMOSTATIC STEAM TRAP ---- D THERMODYNAMIC STEAM TRAP FOR EVERY 4' OF BOOT BY VACUUM BREAKER T PT PRESSURE/TEMPERATURE WELL ACOUSTICALLY [AAV LINED DUCT AUTOMATIC AIR VENT WITH ISOLATION VALVE OPEN END DUCT W/VD & 13 -MV ' 1 /2"x1 j2" WMS MANUAL AIR VENT FLEXIBLE TAY DUCT THERMOSTATIC AIR VENT (STEAM ONLY) -----------! AVS SGD REDUCER (ECCENTRIC -FLAT r OR r /r ROOF EXHAUST FAN ON BOTTOM OR FLAT ON TOP) SHOWN ON ROOF REDUCER (CONCENTRIC) MANUAL VOLUME DAMPER FLEXIBLE CONNECTION I FD e EXPANSION JOINT ~ OR (� 1 ROOF EXHAUST FRN ACD PIPE GUIDE _ _I SHOWN ON FLOOR PLAN ANCHOR AUTOMATIC SMOKE DAMPER W/ACCESS DOOR QUICK OPENING VALVE (USED WITH BLOW DOWN) --------[� SFO COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR QUICK CLOSING VALVE, FUSIBLE LINK (USED WITH FUELS) BDD BACKDRAFT DAMPER RISE (SINGLE LINE - PLAN VIEW) LOUVERED DOOR DROP (SINGLE LINE - PLAN VIEW) �! VALVE IN VERTICAL BLANKED FOR 3 -WAY BLOW SUPPLY DIFFUSER TOP TAKEOFF IK OR X BLANKED FOR 2 -WAY BLOW SUPPLY DIFFUSER BOTTOM TAKEOFF ® PIPE BREAK (SINGLE LINE) W WATER METER DIAL TYPE AIR SYSTEM SPECIFIC TAGS A CU AIR COOLED CONDENSING UNIT DIRT LEG AIR FILTER ACU AIR CONDITIONING UNIT HC 1 ' HEATING COIL AHU AIR HANDLING UNIT al 'C' CLEAN-OUT FOR CONDENSATE DRAIN AIR VOLUME TRAVERSE STATION e RV 1 RISE (DOUBLE LINE - PLAN VIEW) �CACU COMPUTER ROOM AIR RTU DROP (DOUBLE LINE - PLAN VIEW) lj_1 CONDITIONING UNIT PIPE BREAK (DOUBLE UNE) CV- CV -1 MAX MAX. DIRECTION OF FLOW IN PIPE SATT a UP--`-.' PITCH PIPE UP IN DIRECTION OF FLOW HOT WATER REHEAT ON - PITCH PIPE DOWN IN DIRECTION OF FLOW KW GPM -NOT WATER FLOW RATE ELECTRIC REHEAT SIZE SDET NEW WORK mccCOOLING COIL -1 VV -1 MAX. MAwmtm,,.-* SUPPLY LINES -- -- -- -- -- -- -- - RETURN LINES REHEAT OR HOT WATER REHEAT FAN 1 EXISTING K -�--1i0T WATER FLOW RATE ELECTRIC REHEAT SIZE DEMO/EXISTING TO BE REMOVED FUTURE CALL OUT SYMBOLS 04 CONNECT NEW TO REFER TO DRAWINGS (XXX) TYPE (SEE SCHEDULE) -j CFM EXISTING FOR CONTINUATION Al2(=) DIFFUSER/ REGISTER/ 1 -�- SECTION DESIGNATIONC�i GRILLE CALL OUT H3.1 -•- SHEET NUMBER ROUN NECK SYMBOL DESIGNATES ASSOCIATED SIZE INCHES) Q)� DETAIL DESIGNATION SYSTEM OR SERVICE (is IPS) H HUMIDITY SENSOR OR HUMIDISTAT DIFFUTYPE (SEE SCHEDULE) CFM SHEET NUMBER A M5 MOTION SENSOR Al2/12%) GRILLES CALL OUT"�Rj REVISION NUMBER OT OVERRIDE TIMER RECTANGULAR NECK S1 SUPPLY OR RETURN SIZE (INCHES) ALR RISER DESIGNA11ON $3 3 SPEED SWITCH (HI/MED/LQ/OFF) LINEAR LENGTH (FEET) --i r --`"CFM HWS PIPING SYSTEM Q TEMPERATURE SENSOR OR THERMOSTAT Lf H LINEAR DIFFUSER RISER DESIGNATION S VARIABLE SPEED SWITCH CALL OUT LINEAR TYPE DUCTWORK ABBREVIATIONS SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE ------ ROUND SUPPLY DUCT UP """" "-" ROUND RETURN OR EXHAUST DUCT UP AUTOMATIC CONTROL VALVE D� DRY COOLER ATCC ATC COMPRESSOR 0-+-- SUPPLY DUCT UP ATC DRYER RETURDUCT UPUST ATCR ATC RECEIVER ------FLOW RATE PHC B.R 2 ROUND SUPPLY DUCT ON { --°-°----'' RETURN/EXHAUST s '� DUCT DOWN RHC REHEAT COIL F-BDT-1 1 BLQWDOWN TANK 1 TANK TANK 0� SUPPLY DUCT DOWN 1 � ► ROUND RETURN OR { UH UNIT HEATER 1 EXHAUST DUCT ON TAGS STANDARD RADIUS ELBOW ( R = W) SUPPLY/RETURN EXHAUST CHILLER HORIZONTAL OFFSET CT 1 R HC e HOT WATER HEATING COIL SUP/ EXPANSION TANK UHHOTWATER UNIT HEATER N TN PUMP kw dZ;zl HOT WATER REHEAT COIL XMAUS FUEL OIL SYSTEM SPECIFIC TAGS FOP FUEL OIL PUMP mFUEL OIL TANK RISE/DROP SPLIT TAKE -OFF RISE/DROP _ RISE OR DROP SUPPLY/RETURN/ - -•- W/ BRANCH DAMPERS �a....2 EXHAUST SUPPLY RING DUCT 90' TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VO BULLHEAD SPLIT SUPPLY -- IN LOW SYSTEMS PRESSURE ONLY) GOOD FOR TAKEOFF TO TtT RING DUCT BULLHEAD CONVERGE RETURN/EXHAUST -.- -- W/BRANCH TAKE -OFF VOLUME DAMPER CEILING DUCT �,,. MTD DIFF/GRILLE W/BRANCH TAKE -OFF VOLUME DAMPER SIDEWALL DUCT MTD - REGISTER/GRILLE W/BRANCH TAKE -OFF VOLUME DAMPER -� TAKEOFF TO„� DIFF/GRILLE W/BRANCH TAKE -OFF VOLUME DAMPER 7Z,(W/ SUPPLY SIDEWALL LINEAR DIFFUSER 1" INTERNALLY LINED SM PLENUM) BRANCH CONN W/VD HARD FOR EVERY 4' OF ELBOW LINEAR CEILING DUCT SUPPLY CEILING ,�. MTD DIFF/GRILLE W/BRANCH TAKE -OFF LINEAR DIFFUSER (W/ 1" INTERNALLY VOLUME DAMPER _ _ LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF BOOT BY LINEAR LD MFR ,. ACOUSTICALLY LINED DUCT ---�~ OPEN END DUCT W/VD & ' 1 /2"x1 j2" WMS FLEXIBLE DUCT -----------! AVS SGD AIR VOLUME TRAVERSE STATION SLIDE GATE DAMPER r OR r /r ROOF EXHAUST FAN SHOWN ON ROOF I VD MANUAL VOLUME DAMPER I FD SELF-CLOSING FIRE DAMPER W/ACCESS DOOR I � I ~ OR (� 1 ROOF EXHAUST FRN ACD AUTOMATIC CONTROL DAMPER W/ACCESS DOOR _ _I SHOWN ON FLOOR PLAN SD AUTOMATIC SMOKE DAMPER W/ACCESS DOOR UC 1/2" --------[� SFO COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR '" UNDERCUT DOOR LVOR 15 SAF BDD BACKDRAFT DAMPER LOUVERED DOOR STANDARD 4 -WAY BLOW SUPPLY DIFFUSER ---- RETURN OR EXHAUST AIR FLOW BLANKED FOR 3 -WAY BLOW SUPPLY DIFFUSER ----- SUPPLY AIR FLOW IK OR X BLANKED FOR 2 -WAY BLOW SUPPLY DIFFUSER ® BLANKED FOR 1 -WAY BLOW SUPPLY DIFFUSER AIR SYSTEM SPECIFIC TAGS A CU AIR COOLED CONDENSING UNIT FLTR AIR FILTER ACU AIR CONDITIONING UNIT HC 1 ' HEATING COIL AHU AIR HANDLING UNIT al H� HEATING & VENTILATING UNIT AIR VOLUME TRAVERSE STATION e RV 1 ROOF VENT �CACU COMPUTER ROOM AIR RTU ROOF TOP UNIT lj_1 CONDITIONING UNIT CV- CV -1 MAX MAX. CONSTANT VOLUME wj ELECTRIC HEAT OR SATT a SOUND ATTENUATOR MIN. MIN. HOT WATER REHEAT KW GPM -NOT WATER FLOW RATE ELECTRIC REHEAT SIZE SDET SMOKE DETECTOR mccCOOLING COIL -1 VV -1 MAX. MAwmtm,,.-* VARIABLE VOLUME SUPPLY AIR TERMINAL W/ELECTRIC MIH. REHEAT OR HOT WATER REHEAT FAN 1 K -�--1i0T WATER FLOW RATE ELECTRIC REHEAT SIZE CALL OUT SYMBOLS 04 CONNECT NEW TO REFER TO DRAWINGS (XXX) TYPE (SEE SCHEDULE) -j CFM EXISTING FOR CONTINUATION Al2(=) DIFFUSER/ REGISTER/ 1 -�- SECTION DESIGNATIONC�i GRILLE CALL OUT H3.1 -•- SHEET NUMBER ROUN NECK SYMBOL DESIGNATES ASSOCIATED SIZE INCHES) Q)� DETAIL DESIGNATION SYSTEM OR SERVICE (is IPS) H HUMIDITY SENSOR OR HUMIDISTAT DIFFUTYPE (SEE SCHEDULE) CFM SHEET NUMBER A M5 MOTION SENSOR Al2/12%) GRILLES CALL OUT"�Rj REVISION NUMBER OT OVERRIDE TIMER RECTANGULAR NECK S1 SUPPLY OR RETURN SIZE (INCHES) ALR RISER DESIGNA11ON $3 3 SPEED SWITCH (HI/MED/LQ/OFF) LINEAR LENGTH (FEET) --i r --`"CFM HWS PIPING SYSTEM Q TEMPERATURE SENSOR OR THERMOSTAT Lf H LINEAR DIFFUSER RISER DESIGNATION S VARIABLE SPEED SWITCH CALL OUT LINEAR TYPE 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 SECTIONS AND WITH FLASHING REQUIREMENTS. 7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES 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 (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL 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 VIBRATION 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 DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER. 24. PROVIDE FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE SHOWN ON DRAWINGS AND WHERE REQUIRED BY NEPA 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 CONNECTION 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 CEILING 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 DIRECTION OF FLOW, TO ALLOW FOR DRAINING. 34. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO PLUMBING AS INDICATED ON DRAWINGS. 1 7/31/98 IFOR, CONSTRUCTION Ell Ardd.«" mus 004w, Ouvku*Mk* ft 0"k n WO ft* a rs rre4d%%"m4owoasts An eee Oft SM j Nm yok ebeb *AWN %No"ctr ad" K.� Signature arta Sad Prefewand Ucmaa Na Project m4i Sheet Tote Conference Center HVAC LEGEND, SYMBOLS AND GENERAL NOTES CORE & SHELL Date Project No. 7/31/98 P8705.00 Sade Sheet No. NOT TO SCALE Drawn LH 1 ® 1 MA Checked VP EQUIPMENT TAG SYMBOLS & ABBREVIATIONS TAG EQUIPMENT EQUIPMENT[:tfl NOT SEE SCHEDULE FOR NO REQUIRING REQUIRING ---�' PERFORMANCE ''`� ELECTRIC ELECTRIC TAG REQUIREMENTS TAG SERVICE SERVICE DATA DATA DATA AT GENERIC HVAC SYSTEM TAGS ACV AUTOMATIC CONTROL VALVE D� DRY COOLER ATCC ATC COMPRESSOR FF -CV -1 FLOW CONTROL VALVE ATCD 1 ATC DRYER FINNED TUBE RADIATION --�----ACTIVE LENGTH 01 ATCR ATC RECEIVER ------FLOW RATE PHC B.R BOILER PREHEAT COIL 1 RHC REHEAT COIL F-BDT-1 1 BLQWDOWN TANK 1 TANK TANK CUH CABINET UNIT HEATER 1 � ► UH UNIT HEATER 1 HYDRONIC SYSTEM SPECIFIC TAGS CHILLER C,H HOT WATER CABINET UNIT HEATER CT 1 COOLING TOWER HC e HOT WATER HEATING COIL mET EXPANSION TANK UHHOTWATER UNIT HEATER N HOT WATER PREHEAT COILP PUMP RHC t HOT WATER REHEAT COIL FUEL OIL SYSTEM SPECIFIC TAGS FOP FUEL OIL PUMP mFUEL OIL TANK 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 SECTIONS AND WITH FLASHING REQUIREMENTS. 7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES 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 (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL 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 VIBRATION 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 DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER. 24. PROVIDE FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE SHOWN ON DRAWINGS AND WHERE REQUIRED BY NEPA 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 CONNECTION 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 CEILING 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 DIRECTION OF FLOW, TO ALLOW FOR DRAINING. 34. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO PLUMBING AS INDICATED ON DRAWINGS. 1 7/31/98 IFOR, CONSTRUCTION Ell Ardd.«" mus 004w, Ouvku*Mk* ft 0"k n WO ft* a rs rre4d%%"m4owoasts An eee Oft SM j Nm yok ebeb *AWN %No"ctr ad" K.� Signature arta Sad Prefewand Ucmaa Na Project m4i Sheet Tote Conference Center HVAC LEGEND, SYMBOLS AND GENERAL NOTES CORE & SHELL Date Project No. 7/31/98 P8705.00 Sade Sheet No. NOT TO SCALE Drawn LH 1 ® 1 MA Checked VP i 3 r t } ';.l j ' � r J� Oo 0 0 uS X Lr) 0 fl, co V) O 0. 0 O Lo 0 r- Q0 re) ori C) 0 co cvx co ti n I- Q Ca 00 0') a HWS/R CHWS/R FOR CONTINUATION SEE DRAWING H2.5 8" 0 RW (SEE PLMB. DWG.) 4"0 V (SEE PLMB. DWG.) FOR CONTINUATION SEE DRAWING H2.5 22300 CFM =namiaam a MECHANIC) SCALE: 1/4"=V-0" A T C H L I N E A REFRIG. JEF UP - MAKE UP WATER (TYP) 3- DRAIN (TYP) II II II -2 7—' AF—F, 24"0 6'x12' 18"0 VENT 6'X51 301LERS VENT B COMB. AIR/SF\ VENT. AIR 18"o VENT LOUVER LOUVER )��, IPLENUM,,,,, I FROM B-2 of FROM 87, r M A T C H L I N E A PROVIDE 2 EXHAUST EF GRILLS GRILLS W/VD \�17� 1 14 0 IA 0 4 012" A E* 0- CLEANOUT WITH DRAIN CONNEC11ON —EVEL—B (MECHANICAL ROOM SECTIO SCALE: 1/4"=V-0" CH CH /CH\ \—l—/ \2-1 r Ws\LEVEL—B (MECHANICAL ROOM SEC' 6 —/ SCALE: 1/4 -=1'—O - Vx6' - XH.. AIR -OLIVER �/PLENUM 5 x4"x3'6" \2J Ai HW AHWP\ HO /CWP4\CP CWP 6 \2J \_ 7 1—E) 0 "CEVEL(MECHANICAL ROOM SECTION —,) SCALE: 1/4"=l'—O- M�lm 'wo"llwarav 4*0*J@wndwftk0l23 mines" mww"owu MMYok ck"Swormal DMRt = Signataro swl Profeniond Ucense No Project % /HWP\' Arrowwood \LOJ Conference Center PARTIAL PLANS & SECTIONS CORE & SHELL D& Project No. 7/31/98 P8705.00 sodo Shoot No. lle=ll—O» Drawn CHT H 3.2 Checked'. VP -2 7—' AF—F, I C J .. . ....... 1. I T- 3000 30 20 —J J Aw —I— P AS OVIDE STRUCTURAL SUPPORTS REQUIRED & RECOMMENDED BY CWP STACK MANUFACTURER CLEANOUT WITH DRAIN CONNEC11ON —EVEL—B (MECHANICAL ROOM SECTIO SCALE: 1/4"=V-0" CH CH /CH\ \—l—/ \2-1 r Ws\LEVEL—B (MECHANICAL ROOM SEC' 6 —/ SCALE: 1/4 -=1'—O - Vx6' - XH.. AIR -OLIVER �/PLENUM 5 x4"x3'6" \2J Ai HW AHWP\ HO /CWP4\CP CWP 6 \2J \_ 7 1—E) 0 "CEVEL(MECHANICAL ROOM SECTION —,) SCALE: 1/4"=l'—O- M�lm 'wo"llwarav 4*0*J@wndwftk0l23 mines" mww"owu MMYok ck"Swormal DMRt = Signataro swl Profeniond Ucense No Project % /HWP\' Arrowwood \LOJ Conference Center PARTIAL PLANS & SECTIONS CORE & SHELL D& Project No. 7/31/98 P8705.00 sodo Shoot No. lle=ll—O» Drawn CHT H 3.2 Checked'. VP 16x18 SA 54x30 RA 20'9"x70"x50" SA LOUVER 20x16 SA -22x66 SA F 22x66 SA 30x54 RA tX48 S^" RA - 4 -91 YCHWR �'tl■ \i/ Mid ageNMMW4� 4 4A SECTION 3 SCALE: 1/4"=l' -O" 4 M) 3 x54'RA I - . " 48x56 SA PLENUM 4 J 32x84 RA PLENUM t1��1Mr �► 1 t SA • rte! 3 26'(L)x2'8"(H)x7'(W) RA PLENUM 8'6"x34'0" RELIEF LOUVER 30'0"(L)x8'6"(H)x2'(W) RELIEF AIR PLENUM 15'(L)x4'8"(H)x4'(W) SA PLENUM SECTION 4 SCALE: 1/4"=V-0" SECTION 4A SCALE: 1/4"=l'—O" 7*l"l'1Y1 am k*W010111 i 0 or"W 0400 'RO Felty Cts 009 A%WW4W P.k CN 30 P+Imm" *W dsrs" C909e W000482deM "0400+11420393 nba"m MWtl.k /Ys�/ia0n Cb" &W" K�1.MC#r Oda S*at ire and Sod Profewknot Ucenae No Project Sheet Mie Conference Center PARTIAL PLANS & SECTIONS CORE & SHELL we Project Na 7/31/98 P8705.00 Sate Sheet No. 1/4!44 Drawn LMA H3.3 Checked VP EF /* EF EFEF EF EF \2-J 0 MANWAINNE sammmm r. m m v sammmm r. m m v /EF\ "Am r. m Ammumsm • • /EF\ "Am �n r. • • �n 1 17/31/98 [FOR CONSTRUCTION how #UTSIDE 1Jr # �iR EXH. AIR VENT. AIR AIR DISTRIBUTION RISER DIAGRAM I WOT TO SCALE rvLl ftmwQ" W0AkWr#ftrP&*CK23 M WANL Ww4w"GW4 T41004mom ftxDai AUSM 11= 0m giw � 1 i 4 1 Sheaf tide Conference Center HVAC AIR DISTRIBUTION RISER DIAGRAM CORE & SHELL We Project Na 7/31/98 P8705.00 scale Shoot Na. NOT TO SCALE Drawn LMA H4.0 Checked VP • 1 17/31/98 [FOR CONSTRUCTION how #UTSIDE 1Jr # �iR EXH. AIR VENT. AIR AIR DISTRIBUTION RISER DIAGRAM I WOT TO SCALE rvLl ftmwQ" W0AkWr#ftrP&*CK23 M WANL Ww4w"GW4 T41004mom ftxDai AUSM 11= 0m giw � 1 i 4 1 Sheaf tide Conference Center HVAC AIR DISTRIBUTION RISER DIAGRAM CORE & SHELL We Project Na 7/31/98 P8705.00 scale Shoot Na. NOT TO SCALE Drawn LMA H4.0 Checked VP 7RO, 00 0') 0 0 O x Ln 0 r- 00 --1 V) 0 1 C) ui 00 J MAV COIL ! `. MAV -4 COIL 0 L O T o IL O PIPE COOLING COIL T SUPPLY RETURN DRAIN PAN TO DRAIN j, JL4 RETURN SUPPLY ALL VALVES AND FITTINGS SHOWN ABOVE MUST FIT WTHIN THE FAN COIL ENCLOSURE. UNINSULATED PIPE AND VALVES SHALL BE OVER EXTENDED DRAIN PAN. 4 --PIPE FAN COIL, 3 --WAY CONTROL VALVES NTS DISCHARGE MUST BE MINIMUM 15 FT ABOVE GROUND; MINIMUM 20 FT FROM ANY INTAKE, WINDOW, DOOR. MINIMUM 8 FT ABOVE ROOF LINE MINIMUM 10 FT FROM LOT LINE. FOR LOW PRESSURE CHILLER PURGE PUMP DISCHARGE TO ADDITIONAL_ RELIEFS FROM CHILLER (TYP) RUPTURE DISK FLEXIBLE ASSEMBLY OR STEEL RELIEF VALVE CONNECTION ASSEMBLY CAPPED TEST OUTSIDE NOTE: PORT DRIP LEG WALL 1. FOR MULTIPLE RELIEFS MANIFOLDED HOLD 1 GALLON TO ONE DISCHARGE, INSIDE DIAMETER MUST BE OF SIZE TO PRODUCE A FREE AREA EQUAL TO OR GREATER THAN THAN THE SUM OF THE AREAS OF EACH RELIEF. 2. DO NOT COMBINE RELIEF FROM EQUIPMENT FROM EQUIPMENT USING DIFFERENT REFRIGERANTS. USE SEPARATE RELIEF RUNS, CAPPED, REFRIGERANT SERVICE DRAIN VALVE MAX 5 FT ABOVE FLOOR CHILLER REFRIGERANT RELIEF VENT PIPING NTS NOTE: INSULATE ALL PIPING COMPONENTS INCLUDING SUPPORT FROM STRUCTURE CONTROL VALVE, STRAINERS, VALVES, ETC. REFER TO WATER COIL VIBRATION ISOLATION -----• DETAIL FOR PIPING AND SEE SPECS DRAIN REQUIREMENTS ACOUSTICAL FLEX CONN LINING L . .............. . . 1 INTEGRAL LOUVERS BACK FILTER (MODIFY FRAME FOR SIDE OR BOTTOM PULL IF NECESSARY TO ALLOW COORDINATION OF OTHER CEILING SERVICES WITH FILTER REMOVAL) FAN COIL DETAIL NTS N.C. P.O.S. 1. 1 E --i O I -I I AAV (LARGE CAPACITY) OMI( --4--I I `1 COLD O WATER SEE NOTE 3 MAKE-UP d (TYP) PRV L BACKFLOW PREVENTER X I AIR SEPARATOR O i�x REDUCE TO SIZE OF AIR SEPARATOR FROM CHILLED/HOT WATER SYSTEM RETURN FULL SIZE TEE OFF - O ® TO CHILLED/HOT WATER PUMP SUCTION --; TE 1 NOTE 0 TOP OF MAIN AAV FLOOR MOUNTED DIAPHRAGM EXPANSION/ I COMPRESSION TANK 0 SIZE OF SIZE OF AIR MAIN PIPE SEPARATOR 3" - 5" 2" 6" 3" OVER 6" 4" 5T SEE NOTE 2 "' 121 9 FLOOR 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 NOTES: 1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR DEBRIS FROM ENTERING PIPE TO TANK. TOP OR BOTTOM CONNECTION NOT PERMITTED. 2. PROVIDE ANTI-THERMOSYPHON LOOP TO PREVENT GRAVITY HEATING OF TANK. 3. PROVIDE BUTTERFLY VALVES FOR 2-1/2- PIPES AND LARGER; FULL PORT LOCKING HANDLE BALL VALVES FOR 2" PIPES AND SMALLER (SEE SPECS). MAKE-UP WATER, DIAPHRAGM EXPANSION TANK & AIR SEPARATOR FOR CLOSED LOOP CHILLED/HOT WATER SYSTEM (GREATER THAN 4" SUPPLY) NTS MAIN DUCT TAPERED CONNECTION 45' ANGLE(IF MAIN DUCT IS RECTANGULAR) OR CONICAL CONNECTION (IF MDAIN DUCT IS ROUND) L=1/4 W; 4"MIN YWW --% BRANCH DUCT 3 SUPPLY AIR L RETURN/EXHAUST AIR DUCT TAKE -OFF BRANCH TAKE --OFFS NTS 5 GALLON SHOT SHUNT FEEDER TANK OR FROM CHILLED OTHER SIZE AS OR HOT WATER SPECIFIED ASME SUPPLY RATED NC 0 TO CHILLED OR HOT WATER RETURN SHUT OFF/ 3/4» SUPPLY BALANCING VALVE WITH MEMORY STOP RETURN --I I i 3/4" O CHEMICAL FEED (SHOT FEEDER) NTS ANCHOR DUCT RUBBER TO PREVENT GROMMET - LATERAL (TYP.) MOVEMENT ROD Fr_NUT (TYP.) SUPPORT ROD HUNG FROM CEILING VIBRATION ISOLATOR o �a SPRING ASSEMBLY REFER TO SPECS FOR DETAILS. FLEX CONNECTION (TYP) REFER TO /MATERIA .SPECS FOR t AIR AD FLOW AD WASHER (TYP.) 24" X 24" ACCESS DOOR 2"X2"X1/8" ANGLE 3/16" THICK FRAME W/EYELET (BOTH SIDES) FOR ALL FANS REINFORCEMENT WELDED TO FAN HOUSING, WITH DUCT CONNECTIONS LARGER CONN TO DUCT PRIMED AND PAINTED (TYP.) THAN 36" (ROUND OR SQUARE) INLINE FAN NTS DISCHARGE NOTES. 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. SCREEN 1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED 2. PITCH DRAIN FOR PROPER RUNOFF, ALIGNMENT & SPACE 30' AND SHALL BE GRADUAL. OFFSETS IN FLASHING 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM EXCESS OF 30` SHALL BE HARD DUCTED. USING NYLON TY -WRAP TIGHTENED 2. FLEX DUCT SHALL NOT HAVE MORE THAN INITIAL DRAIN SEAL. OR REUSABLE 1/2" SAG/FT. SS DRAW BAND 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND z TO UNDERSIDE CONDENSATE OVERFLOW. PITCH CONNECTION TO MAIN DUCT SHALL BE HARD OF FAN CURB CAP DRAIN PAN DUCT TRANSITION AND VOLUME DAMPER. INTERNALLY INSULATED - (a) THIS DIMENSION IN INCHES MUST BE - FINISHED ROOF ROOF AlITOMRTIC PLENUM WITH INTEGRAL GREATER THAN THE MAXIMUM FAN DAMPER - (REFER TO SPECS) DUCTWORK (NOT FIELD FABRICATED) SUCTION STATIC PRESSURE IN INCHES ROOF --MOUNTED EXHAUST FAN - NTS PITCH (c) WC (WITH DIRTY FILTERS, COILS - -.o------ DIFFUSER MANUFACTURER AND MAXIMUM AIR FLOW). (b) THIS DIMENSION IN INCHES MUST BE DRAIN PIPE (b) GREATER THAN 1/2 OF THE SAME MATCH DRAIN MAXIMUM FAN SUCTION STATIC UTLET SIZE, OUTLET '*--INSULATED FLEX CONN PRESSURE IN INCHES WC. (C) 1" WATER SEAL. 4 FOOT MAX LENGTH ADJUSTABLE VANES CLEANOUT (TYP.) DRAW THROUGH UNIT CONDENSATE TRAP NTS ANCHOR DUCT RUBBER TO PREVENT GROMMET - LATERAL (TYP.) MOVEMENT ROD Fr_NUT (TYP.) SUPPORT ROD HUNG FROM CEILING VIBRATION ISOLATOR o �a SPRING ASSEMBLY REFER TO SPECS FOR DETAILS. FLEX CONNECTION (TYP) REFER TO /MATERIA .SPECS FOR t AIR AD FLOW AD WASHER (TYP.) 24" X 24" ACCESS DOOR 2"X2"X1/8" ANGLE 3/16" THICK FRAME W/EYELET (BOTH SIDES) FOR ALL FANS REINFORCEMENT WELDED TO FAN HOUSING, WITH DUCT CONNECTIONS LARGER CONN TO DUCT PRIMED AND PAINTED (TYP.) THAN 36" (ROUND OR SQUARE) INLINE FAN NTS DISCHARGE NOTES: SCREEN 1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED COUNTER ALIGNMENT & SPACE 30' AND SHALL BE GRADUAL. OFFSETS IN FLASHING EXCESS OF 30` SHALL BE HARD DUCTED. USING NYLON TY -WRAP TIGHTENED 2. FLEX DUCT SHALL NOT HAVE MORE THAN FOAM -RUBBER OR REUSABLE 1/2" SAG/FT. SS DRAW BAND GASKET APPLIED z TO UNDERSIDE FROM OUTSIDE WALL SHOWN ON ARCH PLANS. 4. CONNECTION TO MAIN DUCT SHALL BE HARD OF FAN CURB CAP DUCT TRANSITION AND VOLUME DAMPER. INTERNALLY INSULATED - FLASHING - FINISHED ROOF ROOF AlITOMRTIC PLENUM WITH INTEGRAL CONTROL DAMPER - (REFER TO SPECS) DUCTWORK (NOT FIELD FABRICATED) ROOF --MOUNTED EXHAUST FAN - NTS PARTITION (POST) SEAL ALL AROUND - _-N-s 5W MIN W=WIDTH OF DUCT \---STANDARD 1" ACOUSTICALLY LINED SHEETMETAL OR NOTE: L1.5 W FIBERGLASS- DU CTBOARD DUCT IF PARTITION IS FIRE RATED WITH MITERED RECTANGULAR PROVIDE FIRE RATED DAMPER ELBOW (NO VANES) NORMAL METHOD PLAN VIEW SEE PLANS FOR SIZE AND LOCATION OF RETURN AIR TRANSFER DUCT 18 GAUGE SHEET METAL PLENUM TO EXTEND THROUGH WALL MOTOR TO BE MOUNTED ON VIBRATION ISOLATORS. AIR FLOW WIRE MESH INLET GUARD WELDED 2"x2" ANGLE IRON FRAME FOR SUPPORT ALTERNATE METHOD ELEVATION t A.M112 III . o. bill" ANGLE IRON ALL SIDES TAPERED 45' ANGLE CONNECTION f L = 0.25 'x W ; BUT 4" MIN. MAIN RECTANGULAR DUCT ��---- LINTEL I 12" X 12" ACCESS DOOR (HINGED) FIXED LOUVER, BY ARCHITIECT ;MOTORIZED AUTOMATIC CONTROL DAMPER, BY FAN SUPPLIER -.------ OUTSIDE WALL NOTE: THIS DETAIL HAS TO BE USED WHEN DISTANCE BETWEEN BOX AND TAKE -OFF EXCEEDS 10 FEET. FOR SHORTER DISTANCES USE BELLMOUTH TYPE FITTING WITH DIAMETER TO MATCH BOX INLET. UTILIZE ROUND TO OVAL TRANSITION WHEN BOX INLET IS OVAL. SEE TERMINAL OR L FAN BOX DETAIL TYPICAL 6X6 --•- 5"0 CORRESPONDING RECTANGULAR 8X6 ---. 6"0 ROUND DUCT SIZES OR 1QX8 ---* 8"0 (VAV BOX NECK SIZE) EQUIVALENT 12X10 --+► 10"0 UNLESS SHOWN 14X12 ---►- 12"0 DIFFERENTLY 16X14 --► 14"0 ON PLANS 18X16 ---i- 16"0 TAKE --OFF TO TERMINAL BOX NTS ROUND DUCT NOTES: 1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED ALIGNMENT & SPACE 30' AND SHALL BE GRADUAL. OFFSETS IN SEE SPECS FOR SEALING AND EXCESS OF 30` SHALL BE HARD DUCTED. USING NYLON TY -WRAP TIGHTENED 2. FLEX DUCT SHALL NOT HAVE MORE THAN WITH TY -WRAP TOOL OR REUSABLE 1/2" SAG/FT. SS DRAW BAND 3. FOR PERIMETER DIFFUSERS LOCATE DISTANCE FROM OUTSIDE WALL SHOWN ON ARCH PLANS. 4. CONNECTION TO MAIN DUCT SHALL BE HARD DUCT TRANSITION AND VOLUME DAMPER. INTERNALLY INSULATED - PLENUM WITH INTEGRAL - (NOT FIELD FABRICATED) - LINEAR DIFFUSER BY - -.o------ DIFFUSER MANUFACTURER (USE NON -INSULATED BOOT OR APPLICATION, SEE SPEC) '*--INSULATED FLEX CONN 4 FOOT MAX LENGTH ADJUSTABLE VANES I CEILING LINEAR DIFFUSER CONNECTION NTS ROUND DUCT I - WDTH = 4 GREATER FLEX CONN THAN NECK / COLLAR DIMENSION TO ALLOW FOR CONNECTION W/O FISHMOUTHING RECTANGULAR DUCT WHEN HEIGHT DOES NOT ALLOW FLEX CONN, ` FLEX CONN. HARD -DUCT BUT BE SURE BRANCH IS 4" WIDER REFER TO SPECS THAN COLLAR TO ALLOW ALIGNMENT OF TERMINAL t1 > FOR INSULATED TYPE WITHIN GRID WITHOUT FISHMOUTHING. l 1 SUPPLY DIFFUSER REGISTER (TYP.) MAX. OFFSET MAX OFFSET= 1" ROUND DUCT R=DEPTH OF DUCT FLEX CONN R NOTES: 1. THESE DETAILS ALLOW DUCTWORK TO BE PROVIDED BEFORE CEILING GRID IS INSTALLED THEN DIFFUSER/REGISTER CAN BE POSITIONED INTO GRID. t--- -i 2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT1 DIFFUSER. 11 3. PROVIDE NYLON TY -WRAP TOOL OR REUSABLE SS DRAW BAND PER SPECS. il T 4. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT. 5. LENGTH OF FLEX DUCT SHALL NOT EXCEED 3'-0". 6. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER POSSIBLE. TRY TO AVOID NECK DAMPERS. IV 1. ANY CLEARANCE BETWEEN FIRE -RATED WALL OR PARTITION AND DAMPER SLEEVE OR DAMPER SHALL BE FILLED WITH FIRE-RESISTANT PACKING 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 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 REQUIRED FOR FUSIBLE LINK REPLACEMENT. 6. TYPE "1" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 313" WHERE VELOCITIES ARE UNDER 500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY. 7. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER'S, UL .APPROVED INSTRUCTIONS. FIRE DAMPER 1/2- BiRDSCREEN LOUVER PLENUM INSULATE ALL EXPOSED PARTS W/ 2" RIGID BOARD INSULATION (ALSO INSULATE UNUSED LOUVER AREA) »D„ FIXED LOUVER (BY ARCHITECT) -- SEE NOTE ACCESS DOOR HALF HEIGHT OF DUCT, 12" X 12" MIN (UNLESS I�SHOWN OTHERWISE ON PLANS) SOLDER BOTTOM JOINT &UP 12" T PITCH TO OUTSIDE DN SEAL AND CAULK CAULK ALL AROUND ---- ALL AROUND F7NOTE: WHEN 'D" IS OVER 24" PROVIDE 3/4" DRAIN AT 5'-0" CENTERS (IF DEPTH INTO PAPER IS GREATER THAN 5'-0"), 6" FROM LOUVER WITH TRAP LOUVER CONNECTION NTS r EE/1 aooa�enarrwccaaar n�+o.ton t�.Mr«sr aeeoe Te�eOa�leee �eeo�aeaa titi•Tax awaa,�m+a K -C* Stynoture and Sed Proieaafond Ucense No Project Sheet Iwo Conference Center DETAILS CORE & SHELL Dote Project No. 7/31/98 P8705.00 sat® Shemt No. NTS grown LMA H . Checked VP RECTANGULAR DUCT HARD CONNECTION WHERE ALIGNMENT & SPACE DICTATE ONLY I - WDTH = 4 GREATER FLEX CONN THAN NECK / COLLAR DIMENSION TO ALLOW FOR CONNECTION W/O FISHMOUTHING RECTANGULAR DUCT WHEN HEIGHT DOES NOT ALLOW FLEX CONN, ` FLEX CONN. HARD -DUCT BUT BE SURE BRANCH IS 4" WIDER REFER TO SPECS THAN COLLAR TO ALLOW ALIGNMENT OF TERMINAL t1 > FOR INSULATED TYPE WITHIN GRID WITHOUT FISHMOUTHING. l 1 SUPPLY DIFFUSER REGISTER (TYP.) MAX. OFFSET MAX OFFSET= 1" ROUND DUCT R=DEPTH OF DUCT FLEX CONN R NOTES: 1. THESE DETAILS ALLOW DUCTWORK TO BE PROVIDED BEFORE CEILING GRID IS INSTALLED THEN DIFFUSER/REGISTER CAN BE POSITIONED INTO GRID. t--- -i 2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT1 DIFFUSER. 11 3. PROVIDE NYLON TY -WRAP TOOL OR REUSABLE SS DRAW BAND PER SPECS. il T 4. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT. 5. LENGTH OF FLEX DUCT SHALL NOT EXCEED 3'-0". 6. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER POSSIBLE. TRY TO AVOID NECK DAMPERS. IV 1. ANY CLEARANCE BETWEEN FIRE -RATED WALL OR PARTITION AND DAMPER SLEEVE OR DAMPER SHALL BE FILLED WITH FIRE-RESISTANT PACKING 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 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 REQUIRED FOR FUSIBLE LINK REPLACEMENT. 6. TYPE "1" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 313" WHERE VELOCITIES ARE UNDER 500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY. 7. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER'S, UL .APPROVED INSTRUCTIONS. FIRE DAMPER 1/2- BiRDSCREEN LOUVER PLENUM INSULATE ALL EXPOSED PARTS W/ 2" RIGID BOARD INSULATION (ALSO INSULATE UNUSED LOUVER AREA) »D„ FIXED LOUVER (BY ARCHITECT) -- SEE NOTE ACCESS DOOR HALF HEIGHT OF DUCT, 12" X 12" MIN (UNLESS I�SHOWN OTHERWISE ON PLANS) SOLDER BOTTOM JOINT &UP 12" T PITCH TO OUTSIDE DN SEAL AND CAULK CAULK ALL AROUND ---- ALL AROUND F7NOTE: WHEN 'D" IS OVER 24" PROVIDE 3/4" DRAIN AT 5'-0" CENTERS (IF DEPTH INTO PAPER IS GREATER THAN 5'-0"), 6" FROM LOUVER WITH TRAP LOUVER CONNECTION NTS r EE/1 aooa�enarrwccaaar n�+o.ton t�.Mr«sr aeeoe Te�eOa�leee �eeo�aeaa titi•Tax awaa,�m+a K -C* Stynoture and Sed Proieaafond Ucense No Project Sheet Iwo Conference Center DETAILS CORE & SHELL Dote Project No. 7/31/98 P8705.00 sat® Shemt No. NTS grown LMA H . Checked VP s j,. r SUPPORT/HANG ALL PIPING FROM STRUCTURE AND USE �t �t VIBRATION ISOLATION MOUNTS {TYP} THERMOMETER _(TYP, 4) FLEXIBLE DOUBLE ©1-1 SPHERE COUPLING PRESSURE GAGE {TYP. 4){TYP. 2) FLANGE FOR COIL REMOVAL ---10 FLANGE FOR (TYP. 2) --10 COIL REMOVAL (TYP. 2) OEVAPORATOR _ TUBE PULL DRAIN OFF VALVE CLEARANCE W/HOSE BIBB CONNECTION, CAP AND CHAIN (TYP. 4) CHILLER O FLOOR 4" HOUSEKEEPING PAD BOLT CHILLER TO CONCRETE WITH QUANTITY & SIZES OF BOLTS AS RECOMMENDED BY MANUFACTURER & AS REQUIRED TO MEET SEISMIC REQUIREMENTS VIBRATION ISOLATION PAD (PROVIDED BY CHILLER MANUFACTURER, TYPICAL) WATER COOLED CHILLER DETAIL N T BUILDING EXTERIOR FOUNDATION WALL EXTERIOR SIDE INTERIOR n �r PROVIDE STANDARD ESCUTCHEON INSIDE WEIGHT STEEL PIPESLEEVE WITH BUILDING W/SET WATERSTOP & ANCHOR SCREWS WHERE COLLAR REQUIRED "LINK -SEAL" MODULAR WALL TO 1/4" THICK STEEL WATERSTOP PIPE PENETRATION CLOSURE, AND ANCHOR COLLAR SEAL AS MANUFACTURED BY WELDED TO SLEEVE: ID TO THUNDERLINE CORPORATION (OR MATCH PIPE SLEEVE OD APPROVED EQUAL) AND OD TO BE 4" LARGER THAN ID EXTERIOR WALL SLEEVE N T SPRING HANGERS FIRST 3 HANGERS OR 50' HORIZONTAL HANGERS ADJUSTED FOR NO LOAD ON PUMP FITTINGS LUG BODY BUTTERFLY VALVE WITH MEMORY STOP FOR BALANCING SPOOL PIECE GLOBE TYPE SILENT CHECK VALVE LUG BODY TWIN SPHERE BUTTERFLY FLEX CONNECTOR WITH VALVE THRUST RODS AS (OPERATORS REQUIRED (TYP) AS SPECIFIED) 1/4" SS TUBING ---- INCREASER AS REQUIRED T FULL SIZE COUPLING GUARD SUCTION 01-_ 0 DIFFUSERO W/STRAINER SPECIFIED VIBRATION ISOLATION 4; SYSTEM 010 (SEE SPEC} 4" HOUSE- KEEPING PAD (POS) REDUCER AS REQUIRED NOTE: 1. PROVIDE ABRASIVE SEPARATORS FOR MECHANICAL SEALS. SUPPLY MAIN a,r"Tt IrtAi \f AIAI 1 X 1 TEEWITHPLUGGED END FZ FZ COOLING COIL (TYP) REFER TO SPEC, FOR LENGTH OF FREEZESTAT TYPICAL FREEZESTAT LAYOUTS NTS FOR AHU COOLING COILS SIZING JACKET 4" VENT THRU ROOF p 0 o THIMBLE FUEL OIL FILL STATION & ALARM PANEL o INSULATION NOTES: 2 METAL JACKET ° © ° EXHAUST j 1. TYPICAL FOR COND WATER, CHILLED WATER AND FUEL OIL (REFER TO SITE & ARCHITECTURAL PLAN HOT WATER. LOCATE IN MECH ROOM AS INSTRUCTED ELECTRONIC DWGS FOR EXACT LOCATION) BY CHEMICAL TREATMENT CONTRACTOR AND OWNER. 1. COUPON RACK NTS FZ FZ COOLING COIL (TYP) REFER TO SPEC, FOR LENGTH OF FREEZESTAT TYPICAL FREEZESTAT LAYOUTS NTS FOR AHU COOLING COILS . w ►# it " Ll [01 �1_101112111Wffl 0L []AAV PT T- --— —101— H WR CABINET/OR UNIT HEATERPT SEE NOTE #1 - --I 4 H WS I 0 DOV W/HB W NOTES: 1. REFER TO AUTOMATIC CONTROL DRAWINGS AND SPECIFICATIONS FOR CONTROL REQUIREMENTS. MAI0111 Iffiley, i owl] 1011: a ME =I FOR COMPOUND GAUGE TO PRESSURE GAUGE FROM W/SHUTOFF TANK (TYP) SHUTOFF VALVE BLDG VALVE (TYP) {T 01-- -1E O OH(HT � 0 FOS O NC ADJUSTABLE BPR 070"No' THOS FROM ZSTRAINER (TYP) -�_l BLDG TANK FLOW SWITCH i—I I O O 1-I I4� 1 O IL NOTES: �--- STRAINER FUEL 0 PUMP (TYP) 1. BACK PRESSURE REGULATING VALVE (BPR) IS REQUIRED ON COMMON DISCHARGE LINE. 2, A DUPLEX STRAINER MAY BE SUBSTITUTED FOR THE INDIVIDUAL STRAINERS SHOWN. 3. FLOW SWITCH SHALL OVERRIDE AUTOMATIC ALTERNATOR TO TURN ON SECOND PUMP AND SOUND ALARM IF FIRST PUMP FAILS DURING CALL FOR OPERATION. DUPLEX FUEL OIL PUMP SET NTS HWS iiH WR O C> 1---1 ( I- O DOV W/HB FINNED TUBE RADIATION - 2 TIER (ELEVATION AS SHOWN) NOTES: 1. REFER TO ARCHITECTURAL DWG's AND COORDINATE FTR. MOUNTING WITH ARCHITECTURAL ENCLOSURE. 2. HEIGHT "H" AS REQUIRED TO ACCOMMODATE ENCLOSURE. 3. WHEN INSTALLING TWO ELEMENTS HIGH IN SERIES, CONNECT HWS TO BOTTOM ELEMENT AND PITCH UP TOWARD HWR. 4. MINIMUM OF TWO ELBOW CONNECTIONS SHALL BE USED AT SUPPLY & RETURN CONNECTIONS FROM & TO RISERS TO SUIT JOB CONDITIONS. MULTIPLE ELEMENT HOT WATER FIN—TUBE RADIATION NTS SHEET METAL SIZING JACKET 4" VENT THRU ROOF p 0 o THIMBLE FUEL OIL FILL STATION & ALARM PANEL o INSULATION #18GA SHEET 2 METAL JACKET ° © ° EXHAUST 40-65 RISE PROVIDE THIMBLE FUEL OIL (REFER TO SITE & ARCHITECTURAL PLAN PENETRATIONS NEAREST ELECTRONIC DWGS FOR EXACT LOCATION) 1. CONTROL 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED. PANEL CONCRETE PAD BY OTHERS TWO--SECTION--WIDE COIL ASSEMBLY. 4. TWO-WAY CONTROL VALVE SHOWN. SEE AUTOMATIC -TEMPERATURE -CONTROL DIAGRAM AND SPECIFICATIONS FOR ACTUAL JOB REQUIREMENTS, 2" FOS (GENERATOR) ISOLATION VALVE W/MEMORY STOP IN BYPASS LEG. 5. STREET BOX (TYPICAL) REINFORCED CONCRETE (TYPICAL) EMERGENCY GENERATOR WITH UNIONS FOR ISOLATION. 6. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES (BY OTHERS) ROOM GRADE REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS. 8. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% 1 a I o ,oma��G CD 9. 32" DIA. -�.. .._....� ----, SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 3$7, (CIRCUITING ELECTRONIC FUEL j LEAVING AIR TEMPERATURE IS ABOVE FREEZING. MULTIPLE WATER COILS LEVEL GAUGE r- -- - - - - LEAK DETECTION VENA VENT �< , SENSOR I 4" 2-2" TAPPINGS - - FOR FUTURE�� " ,. PITCH 2 FOS &� R CONTAINMENT PIPE `` I (0 (B OILERS) (TYP) 1 CONTAINMENT l COLLAR SENSO! FOS 1 III FOS & FOR I 1 I 1 ° HOLD DOWN MAN -WAY STRAPS J ° LADDER i 0 -- — —--_.---^.----._~_ — — — __.--- ...._--.- _CD —T �O nbo}�oi \per \\\ vo :?�',r �'S� �� " is " " ,. " ... �o �• .' .,. . i ,. - - , n y , HOLD DOWN PAD AND STRAPS CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH U.S.T. MFG. INSTALLATION GUIDELINES. FOOT VALVE (TYP-2) EXCAVATE & BACKFILL IN CONCRETE PAD (REFER TO MANUFACTURERS ACCORDANCE WITH U.S.T. MFG. RECOMMENDATIONS FOR SIZE & WEIGHT) INSTALLATION GUIDELINES. . w ►# it " Ll [01 �1_101112111Wffl 0L []AAV PT T- --— —101— H WR CABINET/OR UNIT HEATERPT SEE NOTE #1 - --I 4 H WS I 0 DOV W/HB W NOTES: 1. REFER TO AUTOMATIC CONTROL DRAWINGS AND SPECIFICATIONS FOR CONTROL REQUIREMENTS. MAI0111 Iffiley, i owl] 1011: a ME =I FOR COMPOUND GAUGE TO PRESSURE GAUGE FROM W/SHUTOFF TANK (TYP) SHUTOFF VALVE BLDG VALVE (TYP) {T 01-- -1E O OH(HT � 0 FOS O NC ADJUSTABLE BPR 070"No' THOS FROM ZSTRAINER (TYP) -�_l BLDG TANK FLOW SWITCH i—I I O O 1-I I4� 1 O IL NOTES: �--- STRAINER FUEL 0 PUMP (TYP) 1. BACK PRESSURE REGULATING VALVE (BPR) IS REQUIRED ON COMMON DISCHARGE LINE. 2, A DUPLEX STRAINER MAY BE SUBSTITUTED FOR THE INDIVIDUAL STRAINERS SHOWN. 3. FLOW SWITCH SHALL OVERRIDE AUTOMATIC ALTERNATOR TO TURN ON SECOND PUMP AND SOUND ALARM IF FIRST PUMP FAILS DURING CALL FOR OPERATION. DUPLEX FUEL OIL PUMP SET NTS HWS iiH WR O C> 1---1 ( I- O DOV W/HB FINNED TUBE RADIATION - 2 TIER (ELEVATION AS SHOWN) NOTES: 1. REFER TO ARCHITECTURAL DWG's AND COORDINATE FTR. MOUNTING WITH ARCHITECTURAL ENCLOSURE. 2. HEIGHT "H" AS REQUIRED TO ACCOMMODATE ENCLOSURE. 3. WHEN INSTALLING TWO ELEMENTS HIGH IN SERIES, CONNECT HWS TO BOTTOM ELEMENT AND PITCH UP TOWARD HWR. 4. MINIMUM OF TWO ELBOW CONNECTIONS SHALL BE USED AT SUPPLY & RETURN CONNECTIONS FROM & TO RISERS TO SUIT JOB CONDITIONS. MULTIPLE ELEMENT HOT WATER FIN—TUBE RADIATION NTS SHEET METAL SIZING JACKET FLOW GPM p 0 o THIMBLE 0-14 o INSULATION #18GA SHEET 2 METAL JACKET ° © ° EXHAUST 40-65 RISE PROVIDE THIMBLE 4 AT ALL WALL & ROOF PLAN PENETRATIONS NEAREST FLASHING POS ---.__ Mal 84" #14GA SHEET METAL WELDED TO RISER MADE WATER TIGHT 9,1 24" RING WELDED TO SLEEVE & FASTENED TO ROOF 3 4 9 11 INSULATE ENTIRE GENERATOR EXH---'"�'� EXHAUST Y ERN FROM GENERATOR THRU ROOF EMERGENCY GENERATOR EXHAUST NTS PIPE ROOF PENETRATION 42" MIN DISCHARGE ---� HEIGHT PROVIDE CLEARANCE TO COMBUSTIBLES AS REQUIRED BY LOCAL CODES REFER TO SPECS FOR REQUIREMENTS. VERTICAL DISCHARGE KITCHEN HOOD RATED FAN INSULATED CURB W/COUNTER FLASHING 18" MIN WELDED DUCTWORK ABOVE ROOF NOTES BLOCK CURB AS REQUIRED TO LEVEL FAN 2. PROVIDE GREASE CLEAN OUT '1110111124114020 VAUVAILWIM AUTOMATIC SOUND BARRIER CONTROL DAMPER BY OTHERS (REFER TO SPECS) ACCESS DOOR NOTES: 1. COORDINATE WITH GENERAL CONTRACTOR FOR ROOF OPENING & SOUND BARRIER CONSTRUCTION. SUPPLY FROM CENTRAL SYSTEM OR RETURN/EXHAUST FROM SPACE -\ SUPPLY TO SPACE DAMPER '— AIR -TERMINAL BOX CONTROLLER ELEVATION a n NOTES: 1. BOX SENSOR SHALL BE ORIENTED IN SAME PLANE AS ELBOW AND BE WITHIN 10' OF HORIZONTAL OR PER MANUFACTURER'S RECOMMENDATION. 2, IF STRAIGHT RUN CANNOT BE MADE PROVIDE FLOW STRAIGHTENER AT BOX INLET. 3. BOX ORIENTATION FOR SUPPLY AND RET/EXH IS DIFFERENT. VELOCITY SENSOR MUST BE IN CORRECT ORIENTATION. 4. PROVIDE SILENCER DOWNSTREAM OF EACH VAV BOX AS SCHEDULED. SEE NOTE 4 REDUCE ASMAV NEEDED (TYP) -il`r-��- 111 - .--I*F--"� RETURN SEE NOTE 9 k I NOTE 8 SEE NOTE 5 WATER COIL TO ADD'L01 0 U FZ colts � 0 ( C-1! 1--T MAV F ----*--e SUPPLY PT ,o AIR DOV 0 T MAV�J FZ FLOW PT DRAIN PAN(S) PIPING u (COOLING SEE NOTE 6 RUNOUT SIZING SIZE IN FLOW GPM 1&1/4 0-14 1&1/2 14--21 2 21-40 2&1/2 40-65 3 65-115 4 115--240 ONLY) (TYP) CO PT T 110 DOV 6" DIRT POCKET � FULL SIZE OF HEADER SEE NOTE 7 (TYP) INDEPENDENT DRAIN LINES DRAIN VALVES AT LOW POINTS OF ALL EXTEND CO COIL HEADERS SAME SIZE AS TO 1� i CO COIL -OUTLET SIZES BUT NOT LESS THAN 3/8" NEAREST TRAP SEAL DRAIN DRAINREFER TO DRAINPAN WATER SEAL DETAIL (TYP) 1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR TWO--SECTION--WIDE COIL ASSEMBLY. 4. TWO-WAY CONTROL VALVE SHOWN. SEE AUTOMATIC -TEMPERATURE -CONTROL DIAGRAM AND SPECIFICATIONS FOR ACTUAL JOB REQUIREMENTS, FOR 3 -WAY VALVE PROVIDE ADDITIONAL THERMOMETER AND ISOLATION VALVE W/MEMORY STOP IN BYPASS LEG. 5. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS FOR ISOLATION. 6. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 7. REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS. 8. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF MAX PRESSURE OF PUMP. 9. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING. PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT, FZ (AN AQUASTAT) SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 3$7, (CIRCUITING IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE LEAVING AIR TEMPERATURE IS ABOVE FREEZING. MULTIPLE WATER COILS NTS Re�ifor. x,9. oos+ 1 fi 7/31/98 IFOR CONSTRUCTION xa as oaa+pum �raarcv. �ro Wafrorp.Ar,r OROOo NOW nnr.e.orow 00AN r4wPauaa9e NIIIIIIIJIlIllwom rweooeeaeere ftxWe4ft SM ►«.r«* aniflo " Kumc r D" r Signoture and Seal ProfesiIImal 13cen3e No Project Doral Arrowwooj Sheet 'Hue Conference Center DETAILS CORE & SHELL Oat® aroject No. 7/31 /98 P8705.00 Scale Sheat No. NTS Drown y.f • LMA Checked VP 0 CT 1 l � V5 CT T Lsi- 1 HA a,Cvs-9 T.�I-� T � _ n MAKE-UP I t WATER $ __-CWR....--.�.®._J DRAIN qtr � i I T5 { ] CHWS � 2 � oPz-, 1 � 1 CNWP Six callo CWS M'� -^�i EVAPORATOR 1 (- CH WR ! f DPS ! I I CHwP S/S NC CH 2 I 1 I 1 L--CHWR-- op+ -z Tl, CHWR MITI =21 I CHILLED WATER & CONDENSER WATER FLOW DIAGRAM A. GENERAL 1. BOILERS B-1 & B-2 TO BE PROVIDED WITH FACTORY PACKAGED CONTROL AND FIELD MOUNTED CONTROL PANEL. 2. ATC CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WIRING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: CONTROL WIRING FROM THE PANEL TO BOILERS, PANEL TO FIELD LOCATED SENSORS, CONTROL PANEL TO BMS INTERFACE, AND CONTROL PANEL TO REFRIGERANT DETECTION/PURGE SYSTEM. B. BOILER CONTROL 1, BOILERS SHALL BE MANUALLY STARTED AND STOPPED AT LOCAL BOILER CONTROL PANEL OR BY THE BMS. 2. ONCE STARTED, ALL OPERATIONAL AND SAFETY CONTROL SHALL BE PERFORMED BY THE BOILER FACTORY PACKAGED CONTROLS. C. EMERGENCY SHUTDOWN (REFRIGERANT) 1. UPON REFRIGERANT DETECTION/PURGE SYSTEM REACHING LEVEL 11 INDICATION, THE BOILERS WILL BE SHUT DOWN AND ALL ASSOCIATED GAS CONTROL VALVES/ISOLATION VALVES WILL CLOSE. 2. SUBSEQUENT TO EMERGENCY SHUTDOWN BOILERS WILL NOT BE CAPABLE OF RESTARTING UNTIL ALL ALARMS ARE CLEARED. D. EMERGENCY SHUT DOWN (MANUAL) 1. MANUAL EMERGENCY SHUT DOWN MUSHROOM TYPE PUSH BUTTONS (RED) SHALL BE LOCATED OUTSIDE 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: "HOT WATER BOILER -EMERGENCY SHUT DOWN". E. ALARM STATUS 1. ALL ALARMS WILL BE LOCALLY INDICATED AS WELL AS BEING SENT TO THE BMS. ALARMS RECEIVED BY THE BMS. THE BMS WILL PROVIDE ALARM DISPLAY ON MONITOR, HARD COPY PRINTOUT AND AUDIBLE INDICATION. HOT WATER BOILER SEQUENCE OF OPERATION A. GENERAL 1. INITIAL CHILLER START-UP AND CHILLER SHUTDOWN, TOWER/CONDENSER WATER SYSTEM START-UP AND SHUT DOWN SHALL BE VIA MANUAL INPUT FROM THE OPERATOR. AFTER INITIAL CHILLER IS ON-LINE, THE DDC SYSTEM SHALL AUTOMATICALLY ENERGIZE OR DEENERGIZE CHILLERS, COOLING TOWERS, PUMPS, IN SEQUENCE, 24 HOURS/DAY, 7 DAYS/WEEK. ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE THROUGH THE DDC SYSTEM WITHOUT ANY PROGRAM CHANGES. A. OCCUPIED/UNOCCUPIED CYCLES SHALL BE COORDINATED WITH AHU SEQUENCES OF OPERATION. B. THE DDC SYSTEM SHALL INCLUDE TREND LOGGING CAPABILITIES AND SHALL, WHEN RE -SETTING SYSTEMS FROM UNOCCUPIED TO OCCUPIED CYCLES SHALL DO SO IN SUFFICIENT ADVANCE TIME TO ALLOW THE SYSTEMS TO REDUCE THE TEMPERATURE OF ALL SPACES TO THE OCCUPIED SETPOINT PRIOR TO ACTUAL OCCUPANCY OF EACH BUILDING. COORDINATE ALL SCHEDULES WITH THE OPERATOR. 2. CHILLED WATER SUPPLY TEMPERATURE SENSORS FOR EACH 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 AND CONDENSER WATER FLOW. 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. THE DDC SYSTEM SHALL PROVIDE START/STOP CONTROL, SPEED CONTROL, AND MONITORING OF STATUS, ALARM, AND ACTUAL SPEED OF EACH COOLING TOWER FAN. PROVIDE START/STOP CONTROL, AND MONITORING OF STATUS FOR CHILLED WATER PUMPS, AND CONDENSER WATER PUMPS. INSTALL AND WIRE VIBRATION SWITCH (FURNISHED BY TOWER MANUFACTURER) FOR EACH COOLING TOWER CELL FOR FAN SHUTDOWN AND ALARM. IF ANY FAN OR PUMP FAILS, THE BMS SHALL ALARM. 4. WHENEVER ANY SYSTEM ELEMENT (PUMP, CHILLER, TOWER FAN, 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 (GLOBAL OR PER INDIVIDUAL CHILLER AS DESIRED BY THE OPERATOR). 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. B. COOLING TOWER/CONDENSER WATER CONTROL 1. EACH OF TWO (2) 2 -SPEED COOLING TOWER FANS SHALL BE CONTROLLED BY A PROPORTIONAL PLUS INTEGRAL (PI) OR PROPORTIONAL PLUS INTEGRAL PLUS DERIVATIVE (PID) CONTROL SEQUENCE AS REQUIRED TO MAINTAIN OFFSET OF GLOBAL CONDENSER WATER SUPPLY (CWS) TEMPERATURE, AS SENSED AT T-1, TO NOT MORE THAN 1 DEGREE F ABOVE OR BELOW SETPOINT. 2. THE DDC SYSTEM SHALL CONTROL TOWER FANS TO MAINTAIN CWS SETPOINT BY TURNING EACH OF THREE FANS ON TO LOW SPEED, ONE AT A TIME IN SEQUENCE AND THEN TO CHANGE EACH FAN TO HIGH SPEED, ONE AT A TIME IN SEQUENCE WHENEVER CWS TEMPERATURE AT T--1 IS RISING. THE FANS SHALL BE CYCLED OFF SIMILARLY, ON A DROP IN CW TEMPERATURE. PROVIDE THE CAPABILITY TO LOCK OUT THE HIGH SPEED OF THE TOWER FANS THROUGH BMS. A. AT THE END OF ANY CONTROL CYCLE, AFTER ALL FANS HAVE CYCLED OFF, THE DDC SYSTEM SHALL ROTATE "FIRST -ON", "FIRST -OFF", ETC., SEQUENCING TO EQUALIZE, AS FAR AS POSSIBLE, RUNTIME OF EACH CELL. B. THE DDC SYSTEM SHALL MONITOR THE NUMBER OF STARTS, PER HOUR, FOR EACH FAN/MOTOR, AND SHALL LIMIT THAT NUMBER TO THE MAXIMUM RECOMMENDED BY THE TOWER AND/OR MOTOR MANUFACTURER. IN NO CASE SHALL THERE BE LESS THAN TWO MINUTES ELAPSED TIME BETWEEN ON/OFF FAN STATUS CHANGES. A HARD COPY READOUT OF FAN/MOTOR START -STOP HISTORY SHALL BE PRINTED WHENEVER REQUESTED BY OPERATOR. C. EACH TOWER WILL BE FACTORY EQUIPPED WITH MOTOR STARTERS WHICH INCLUDE NECESSARY ACCELERATING AND DECELERATING TIME DELAY CONTROLS. THE DDC SYSTEM SHALL BE COORDINATED WITH SUCH 11ME DELAYS, AS REQUIRED. D. EACH,,FAN SHALL BE MONITORED FOR BOTH HIGH AND LOW SPEED. AN ALARM SHALL BE INITIATED WHENEVER FAN OPERATION IS NOT AS INTENDED BY THE CONTROL SEQUENCE. SEPARATE CURRENT TRANSMITTERS OR OTHER ACCEPTABLE DEVICES, SHALL BE PROVIDED FOR EACH FAN SPEED AT EACH FAN. E. EACH FAN SHALL OPERATE ON LOW SPEED DURING NIGHT OPERATION (I.E. 6 PM TO 6 AM). SHOULD ONE FAN NEED TO GO TO HIGH SPEED DURING THIS TIME PERIOD, AN ALARM SHALL SOUND AT THE BMS. ALARM SHALL READ: "COOLING TOWER CT- IS ON HIGH SPEED". 3. THE COOLING TOWER BASIN TEMPERATURE SHALL BE CONTROLLED BY INDIVIDUAL IMMERSION TEMPERATURE SENSORS AT EACH CELL WHICH ENERGIZE ELECTRIC BASIN HEATERS WHEN WATER TEMPERATURE DROPS TO 38 F AND DEENERGIZE THE HEATERS WHEN TEMPERATURE RISES TO 407. THE BMS SHALL ALARM IF ANY HEATER IS ON ABOVE 427F CONDENSER WATER TEMPERATURE, OR NOT ON AT 387. A. LEVEL SENSORS SHALL BE FURNISHED AND INSTALLED AT EACH CELL BY THE ATC CONTRACTOR. LEVEL SENSORS SHALL CONTROL THE LEVEL OF WATER AT EACH CELL. EACH SENSOR SHALL OPEN A MAKE-UP CONTROL VALVE (ACV1-2 & ACV2--2) ON A DROP IN WATER LEVEL. WATER LEVEL SHALL BE MONITORED, AND ALARMED FOR HIGH AND LOW WATER LEVELS AT THE BMS. THE LEVEL SENSORS SHALL BE ARRANGED, AS PART OF THE WORK OF THIS SECTION OF SPECIFICATION, TO PREVENT OPERATION OF BASIN HEATERS WHENEVER THE WATER LEVEL IS TOO LOW. 4. CONTROLS SHALL BE PROVIDED, TO LIMIT CWS TEMPERATURE (AS SENSED AT T-7) TO CHILLERS TO NOT LESS THAN THE MINIMUM TEMPERATURE RECOMMENDED BY THE CHILLER MANUFACTURER. THE CONTROLS SHALL CAUSE THE 3 -WAY DIVERTING VALVES (ACV1-1 & ACV2-1). TO MODULATE THE CWS TEMPERATURE TO MAINTAIN ITS SETPOINT. THE CENTRAL BMS SHALL MONITOR AND ALARM EACH TEMPERATURE AND VALVE POSITION. 5. DURING COLD WEATHER, OPERATOR MAY MANUALLY DRAIN AND ISOLATE ANY COOLING TOWER CELL- KEEPING AS MANY ON -UNE AS REQUIRED TO HANDLE THE LOAD. THE BMS SHALL ALLOW OPERATOR INPUT WHICH CELL IS TO BE ISOLATED AND SHALL DISCONTINUE USE OF THE LEVEL SENSOR FOR THAT TOWER, CLOSE THE TOWER'S ISOLATION VALVE, AND SHALL KEEP THE TOWER OFF --LINE. WHEN THE TOWER IS BACK ON-LINE, THE OPERATOR MUST INPUT INTO BMS THAT IT IS NOW AVAILABLE TO BE USED, BEFORE IT WILL BE ALLOWED TO OPERATE AGAIN. 6. MAKE-UP WATER FLOW METER SHALL SEND A SIGNAL TO INDICATE THE AMOUNT OF CHEMICALS THAT NEED TO BE INJECTED. CONDUCTIVITY SENSOR SHALL BE USED TO CONTROL THE AMOUNT OF BLOWDOWN TO KEEP THE CYCLES OF CONCENTRATION BETWEEN 4 TO 8 (ADJUSTABLE SET POINT. ATC CONTRACTOR SHALL PROVIDE LEVEL SWITCHES FOR EACH CHEMICAL DRUM AND ALARM WHEN THE LEVEL OF ANY DRUM FALLS BELOW 20`7 AND STOP THE CHEMICAL PUMP IS THE LEVEL DROPS BELOW 5%a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awe 1 7/31/x8 FOR CONSTRUCTION Mo. ode o»aptm law I mmrrlmm V7. _ x 177 n»lewaap NO Aloundw ttOld 2, ftho nwawim"OW4 Fu on 4ft am WW Talc KNO.aaa, D" Sgnoh" and Sed Protessiond Ucense No Project IE` silent Title Conference Center CONTROLS CORE & SHELL Dote Project No. 7/31/98 P8705.00 Sode Sheet No. NTS Drawn u Cz1 LM A Checked VP MODULATING CONTROL VALVES FURNISHED W/ FCU FAN COIL UNIT N.O. uvv�ievv e..viz RT SPACE TEMPERATURE SENSOR BY ATC CONTRACTOR. COORDINATE W/ FCU MANUF. HEATING COIL A. GENERAL 1. FAN COIL UNIT SHALL OPERATE AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE SAT POINT. 2. SPACE DDC TEMPERATURE SENSOR SHALL BE SUPPLIED AND INSTALLED BY ATC CONTRACTOR. ATC CONTRACTOR SHALL FURNISH THE CONTROL VALVES TO THE FCU MANUFACTURER FOR INSTALLATION BY FCU MANUFACTURER IN THE FACTORY. B. COOLING MODE 1. FAN SHALL NORMALLY OPERATE AT LOW SPEED. CONTROL VALVES SHALL BE NORMALLY CLOSED TO BOTH THE HEATING COIL AND COOLING COIL. 2. SPACE TEMPERATURE SENSOR (BY ATC CONTRACTOR) SHALL SENSE ROOM TEMPERATURE, ADJUST FAN SPEED AND MODULATE COOLING COIL CONTROL VALVE TO MAINTAIN SET POINT (707). 3. UPON A DECREASE IN SPACE TEMPERATURE, THE COOLING COIL CONTROL VALVE SHALL MODULATE CLOSED TO THE COIL AND OPEN TO BYPASS. SET POINT (707). 4. UPON A CONTINUED DECREASE IN SPACE TEMPERATURE THE FCU SHALL GO INTO THE HEATING MODE. C. HEATING MODE 1. FAN SHALL NORMALLY OPERATE AT LOW SPEED. CONTROL VALVES SHALL BE NORMALLY CLOSED TO BOTH THE COOLING COIL AND 'HEATING COIL. 2. SPACE TEMPERATURE SENSOR (BY ATC CONTRACTOR) SHALL SENSE ROOM TEMPERATURE, ADJUST FAN SPEED AND MODULATE HEATING COIL CONTROL VALVE TO MAINTAIN SET POINT (707). 3. UPON A RISE IN SPACE TEMPERATURE, THE HEATING COIL CONTROL VALVE SHALL MODULATE CLOSED TO THE COIL AND OPEN TO BYPASS. 4. UPON A CONTINUED RISE IN SPACE TEMPERATURE THE FCU SHALL GO INTO COOLING MODE. NTS I I I PRE/FINAL FILTER HWCLAT � HWC f __rc,�� NC L i0►-f�Kl- H WR - -e? go HWS ----? A, GENERAL 1• A FILTER DIFFERENTIAL PRESSURE SENSOR (FDPS) ACROSS EACH FILTER SET SHALL ALLOW MONITORING OF PRESSURE DIFFERENTIAL AND INITIATE A CHANGEOUT ALARM TO THE DDC SYSTEM WHEN DIRTY PRESSURE DROP SETPOINT IS EXCEEDED. RECORD CLEAN FILTER DIFFERENTIAL PRESSURE WHEN FILTERS ARE COMMISSIONED. 2. THE DDC SYSTEM SHALL MONITOR THE STATUS OF THE FAN VIA ITS RESPECTIVE CTR AND INITIATE AN ALARM TO THE DDC SYSTEM IF THE FAN FAILS ANYTIME AFTER A 30 SECOND TIME DELAY AFTER START-UP. ADJUST CTR SO THAT STATUS IS POSITIVE WHEN FAN IS ON. 3• AIR TEMPERATURE SENSORS (CHWCLAT, HWCLAT & DAT) SHALL BE DDC MONITORING POINTS. 4. OUTSIDE AIR TEMPERATURE SENSOR (OAT) SHALL MONITOR DRY BULB. DDC SYSTEM SHALL BE PROGRAMMED FOR HISTORIC LOGGING OF THE POINTS. ONE (OAT) SHALL BE SUFFICIENT TO MONITOR THE BUILDING SYSTEMS. 5. IF THE UNIT IS OFF AND THE OAT IS BELOW 487, THE HWV SHALL MODULATE TO MAINTAIN 757 AS SENSED BY THE HWCLAT. 6. ALL SETPOINTS & TIME DELAYS MENTIONED SHALL BE ADJUSTABLE BY THE OPERATOR WITHOUT ANY HARDWARE OR SOFTWARE REVISIONS. 7, SYSTEMS SHALL BE STARTED & STOPPED FROM THE DDC SYSTEM. B. FAN CONTROL AND START-UP 1, THE UNIT OPERATION SHALL BE CONTROLLED THROUGH THE BMS. FOR THE MOST PART, RTU --6 SHALL OPERATE WHEN THE KITCHEN EXHAUST SYSTEMS (EF -1, EF -2 & EF -3) ARE ENERGIZED. 2. WHEN STARTED, THE OAD SHALL OPEN 1007k IGV SHALL ENERGIZE AT MINIMUM POSITION. AFTER 20 SECONDS, THE IGV SHALL OPEN TO ITS 100% POSITION. 3. WHEN A FAN IS COMMANDED TO STOP, ITS IGV SHALL CLOSE TO MINIMUM POSITION AND THE FAN SHALL STOP. RUN TIME FOR EACH FAN SHALL BE RECORDED. I1 � HWCLAT pj HW l NC PRE/FINAL LVmi HWR---2 FILTER HWS ---� A. GENERAL 1, A FILTER DIFFERENTIAL PRESSURE SENSOR (FDPS) ACROSS EACH FILTER SET SHALL ALLOW MONITORING OF PRESSURE DIFFERENTIAL AND INITIATE A CHANGEOUT ALARM TO THE DDC SYSTEM WHEN DIRTY PRESSURE DROP SETPOINT IS EXCEEDED. RECORD CLEAN FILTER DIFFERENTIAL PRESSURE WHEN FILTERS ARE COMMISSIONED. 2. THE DDC SYSTEM SHALL MONITOR THE STATUS OF THE FAN VIA ITS RESPECTIVE CTR AND INITIATE AN ALARM TO THE DDC SYSTEM IF THE FAN FAILS ANYTIME AFTER A 30 SECOND TIME DELAY AFTER START-UP. ADJUST CTR SO THAT STATUS IS POSITIVE WHEN FAN IS ON. 3• AIR TEMPERATURE SENSORS (CHWCLAT, HWCLAT & DAT) SHALL BE DDC MONITORING POINTS. 4. OUTSIDE AIR TEMPERATURE SENSOR (OAT) SHALL MONITOR DRY BULB. DDC SYSTEM SHALL BE PROGRAMMED FOR HISTORIC LOGGING OF THE POINTS. ONE (OAT) SHALL BE SUFFICIENT TO MONITOR THE BUILDING SYSTEMS. 5. IF THE UNIT IS OFF AND THE OAT IS BELOW 487, THE HWV SHALL MODULATE TO MAINTAIN 75'F AS SENSED BY THE HWCLAT. 6. ALL SETPOINTS & TIME DELAYS MENTIONED SHALL BE ADJUSTABLE BY THE OPERATOR WITHOUT ANY HARDWARE OR SOFTWARE REVISIONS. 7. SYSTEMS SHALL BE STARTED & STOPPED FROM THE DDC SYSTEM. 380 FZ C CHWV NC L CH WR - -i 04 CH WS --c" C, DISCHARGE AIR TEMPERATURE CONTROL 1. COOLING - THE DDC SYSTEM SHALL CONTROL THE AHU COIL TO MAINTAIN 55°17 COOLING AIR SETPOINT AT THE DISCHARGE AIR TEMPERATURE SENSOR (DAT). WHEN THE OUTSIDE AIR TEMPERATURE IS EQUAL TO OR ABOVE 557, THE CHWV SHALL MODULATE TO MAINTAIN SETPOINT. 2, HEATING - WHEN THE OAT IS BELOW 557, CHWV SHALL BE CLOSED, THE HWV SHALL MODULATE TO MAINTAIN 53'F SETPOINT ® DAT. 3. HIGH/LOW LIMIT ALARM SHALL BE INITIATED IF THE DAT RISES ABOVE 60`F OR FALLS BELOW 457. D. VOLUME CONTROL 1. THE DDC SYSTEM SHALL MONITOR THE SUPPLY AIR VOLUME THROUGH THE SUPPLY AIR VOLUME STATION. THE CONTROL SYSTEM SHALL MODULATE THE SUPPLY FAN INLET GUIDE VANES TO MAINTAIN A CONSTANT DISCHARGE AIR VOLUME. F, sit WINE vr X 1141 N1 MAE, • • � CHWV NC L CH WR - -i CH WS ----' RTU-5- WCLA s Wf It B. STATIC PRESSURE & VOLUMETRIC CONTROL 1, WHEN THE AHU IS OFF LINE & IS COMMANDED TO RUN FROM A TIMECLOCK, BMS OR SPACE SENSOR WARM--UP/COOL-DOWN SIGNAL THE FOLLOWING SHALL OCCUR: a. THE OUTSIDE AIR DAMPER SHALL OPEN TO ITS 100% POSITION. b. THE VARIABLE SPEED DRIVE (VSD) FOR THE SUPPLY FAN SHALL ENERGIZE AT MINIMUM SPEED ONCE THE O.A. DAMPER IS PROVED OPEN VIA ITS ASSOCIATED END SWITCH. AFTER A 20 SECOND DELAY, THE SUPPLY PRESSURE CONTROL SEQUENCE SHALL CONTROL THE SUPPLY FAN VSD. c. THE SUPPLY FAN SHALL BE MODULATED TO MAINTAIN STATIC PRESSURE AT THE STATIC PRESSURE SENSOR LOCATED 2/3 WAY DOWN THE DUCT. AS SYSTEM REQUIREMENTS FOR AIR VOLUME INCREASES, AS SENSED BY A DECREASE IN THE STATIC PRESSURE AT THE SP, THE VSD SHALL SPEED UP. AS SYSTEM REQUIREMENTS FOR AIR VOLUME DECREASES, AS SENSED BY AN INCREASE IN THE STATIC PRESSURE AT THE SP, THE VSD SHALL SLOW DOWN, PROVIDE ADEQUATE DIFFERENTIAL AROUND THE SETPOINT TO AVOID RAPID CHANGES IN AIR VOLUME. C. OCCUPIED MODE 1. UPON START UP THROUGH THE BMS, THE UNIT SHALL RUN UNDER STATIC PRESSURE & VOLUMETRIC CONTROL. 2, WHEN COOLING IS REQUIRED TO MAINTAIN COOLING DISCHARGE SETPOINT (557) THE COOLING COIL CONTROL VALVE SHALL MODULATE CHW THROUGH THE COIL. 3. WHEN HEATING IS REQUIRED, THE CONTROL SYSTEM SHALL MODULATE THE HOT WATER CONTROL VALVE TO MAINTAIN DISCHARGE TEMPERATURE. [ E. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH ITS OWN MANUAL RESET BUTTON, SHALL SHUT DOWN AHU VIA HARDWARE BEFORE H -O -A, AND INITIATE RESPECTIVE ALARM VIA ATC CONTRACTOR PROVIDED AUXILIARY CONTACTS AND RELAYS. RESET BUTTONS SHALL BE MOUNTED NO HIGHER THAN 6'-0" ABOVE FINISHED FLOOR. a. FREEZESTAT (FZ) SHALL SHUTDOWN THE AHU AND OPEN VALVES (HWV AND CHWV) WHENEVER IT SENSES LESS THAN 387. THE HWV SHALL MODULATE TO MAINTAIN 957 MAXIMUM AS SENSED AT HWCLAT SENSOR. 10• DISCHARGE SMOKE DETECTOR (SDET) IS ACTIVATED. SMOKE DETECTOR SHALL BE FURNISHED & WIRED TO THE FIRE ALARM SYSTEM BY OTHERS, ATC CONTRACTOR SHALL MOUNT DETECTOR & WIRE TO DDC CONTROL SYSTEM. SEE CENTRAL EXHAUST FAN SEQUENCE DRAWING. F. FAILURES 1. IF A FAN FAILS IN AN AIR HANDLING UNIT AS SENSED BY CTR, THE AIR HANDLING UNIT SHALL BE STAGED OFF. AN ALARM SHALL BE SENT. 0 SP LOCATE 2/3 DOWN DUCT 1" SP D. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH ITS OWN MANUAL RESET BUTTON, SHALL SHUT DOWN AHU VIA HARDWARE BEFORE H -O -A, AND INITIATE RESPECTIVE ALARM VIA ATC CONTRACTOR PROVIDED AUXILIARY CONTACTS AND RELAYS. RESET BUTTONS SHALL BE MOUNTED NO HIGHER THAN 6'-0" ABOVE FINISHED FLOOR. a. FREEZESTAT (FZ) SHALL SHUTDOWN- THE AHU AND OPEN VALVES (HWV AND CHWV) WHENEVER IT SENSES LESS THAN 387. THE HWV SHALL MODULATE TO MAINTAIN 957 MAXIMUM AS SENSED AT HWCLAT SENSOR. DISCHARGE SMOKE DETECTOR (SDET) IS ACTIVATED. SMOKE DETECTOR SHALL BE FURNISHED & WIRED TO THE FIRE ALARM SYSTEM BY OTHERS, ATC CONTRACTOR SHALL MOUNT DETECTOR & WIRE TO DDC CONTROL SYSTEM. SEE CENTRAL EXHAUST FAN SEQUENCE DRAWING. E. FAILURES 1. IF A FAN FAILS IN AN AIR HANDLING UNIT AS SENSED BY CTR, THE AIR HANDLING UNIT SHALL BE STAGED OFF. AN ALARM SHALL BE SENT. F. FIRE ALARM MODE 1. UQRMAL E!QKR - UPON DETECTION OF SMOKE IN THE BUILDING OR FIRE MAIN WATER FLOW, THE AIR HANDLING UNITS SHALL CONTINUE TO OPERATE IN NORMAL MODE UNLESS THE DUCT SMOKE DETECTOR IS TRIPPED. 1 7/31/98 IFOR CONSTRUCTION No. 0* wooft %r. =3y r»mrafv* eneAbmn*. n.« am xf r�fw► nw.rfrwr erase Tateooaseaxs *notw o and Sed ProtewMd license No ftioat meat twe Conference Center C�NTR�LS C{�RE � H ELL note Pro4eci No. 7/31 /98 P87p5.pp Scde Sheat No. suis Drawn LMA #"'� • Checked VP A. GENERAL 1. THE DDC SYSTEM SHALL DETERMINE WHICH MODE THE VARIABLE VOLUME (VAV) BOXES SHALL OPERATE IN "OCCUPIED" OR "UNOCCUPIED" MODE. DDC CONTROLS ON BOXES SHALL GIVE COMPLETE STATUS TO DDC SYSTEM (INCLUDING SPACE TEMPERATURE, SETPOINTS, OPERATING MODE, PRIMARY AIR CFM, ETC) 2. ALL SETPOINTS SHALL BE ADJUSTABLE FROM CENTRAL DDC SYSTEM. 3. WHERE ADJUSTABLE SETPOINT IS INDICATED THE OCCUPANT SHALL HAVE THE CAPABILITY TO RAISE THE OR LOWER THE SOFTWARE SETPOINT BY 2 DEGREES VIA THE SPACE SENSOR. B. UNOCCUPIED MODE 1. VAV BOX SHALL RECOGNIZE WHEN ASSOCIATED AHU IS IN UNOCCUPIED MODE (AHU SCHEDULED UNOCCUPIED MODE). WHEN IN OCCUPIED MODE, VAV BOX SPACE TEMPERATURE SETPOINTS SHALL RESET TO COOLING/HEATING SETBACK SPACE TEMPERATURES (GLOBAL SETPOINT PER AHU). IF THE TEMPERATURE FOR TWO (2) OR MORE TEMPERATURE SENSORS (AT VAV ZONES) DROPS OR RISES 57 ABOUT SETPOINT, THE ASSOCIATED AHU AND VAV BOXES SHALL OPERATE IN WARM UP OR COOL DOWN MODE. EQUIPMENT SHALL RUN UNTIL THE TEMPERATURE AT EACH SPACE HAS DROPPED OR RISEN BACK TO ITS UNOCCUPIED SETPOINTS. C. OCCUPIED MODE 1. HEATING MODE: PRIMARY AIR DAMPER SHALL MODULATE FROM MAXIMUM TO 'MINIMUM AIR VOLUME SETTINGS. REHEAT COIL (WHERE SHOWN) SHALL MODULATE TO MAINTAIN HEATING SETPOINT (INITIALLY 70 DEGREES). 2. COOLING MODE: PRIMARY AIR DAMPER SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM AIR VOLUME SETTINGS, REHEAT COIL (WHERE SHOWN) SHALL REMAIN CLOSED, TO MAINTAIN COOLING SETPOINT (INITIALLY 75 DEGREES). 3. FOR VAV BOXES WITHOUT REHEAT, SHOULD THE SPACE TEMPERATURE DROP BELOW 70 DEGREES, THE MINIMUM AIR FLOW (VOLUME) SETTING SHALL RESET TO 0% OF MAXIMUM SETTING. WHEN SPACE TEMPERATURE RISES ABOVE 70 DEGREES, MINIMUM SHALL RESET TO DESIGN MINIMUM VOLUME SETTING. OvErINNN.1731 FROM KITCHEN EQUIPMENT 1. THE EXHAUST FANS SHALL BE ENERGIZED THROUGH THE BMS. 2. THE EXHAUST FANS SHALL OPERATE IN TANDEM WITH RTU -5 & 6. 3. THE DDC SYSTEM SHALL MONITOR THE STATUS OF ALL FANS VIA ITS RESPECTIVE CTR & INITIATE AN ALARM TO THE DDC SYSTEM IF THE FAN FAILS AT ANYTIME AFTER A 30 SECOND DELAY AFTER START-UP. 4. THE ATC CONTRACTOR SHALL COORDINATE & PROVIDE INTERFACE WITH THE HOOD FIRE SUPPRESSION SYSTEM. 5. THE FAN SHALL BE DE -ENERGIZED WHEN THE FIRE ALARM SYSTEM IS TRIPPED IN ANY OTHER AREA IN THE BUILDING. B. SMOKE EXHAUST MODE 1. KITCHEN EXHAUST HOOD FAN SHALL REMAIN ENERGIZED WHEN DINING AREA OR KITCHEN AREA GOES TO SMOKE EXHAUST MODE. 2. EXHAUST FAN AND CONTROLS SHALL BE ON EMERGENCY POWER AND HARD WIRED TO CONTROL PANEL. ALL WIRE SHALL BE RUN IN CONDUIT. 3. FAN CONTROL SHALL BE WIRED TO THE CENTRALLY LOCATED FIREMAN'S OVERRIDE PANEL (FOP) (IN FIRE COMMAND CENTER) AND SHALL BE WIRED TO ALLOW MANUAL OPERATION/OVERRIDE OF FANS. ATC CONTRACTOR TO PROVIDE CONTROLS AND WIRING TO OPERATE UNIT FROM FOP AND SHALL UPGRADE/MODIFY FOP TO ALLOW FOR ADDITION OF FAN CONTROL. FAN SHALL BE WIRED SO THAT CONTROL AT FOP OVERRIDES FAN'S HAND -OFF -AUTO, START/STOP SWITCHES. CONTRACTOR TO VISIT SITE AND DETERMINE SCOPE PRIOR TO BID. 4. SMOKE EXHAUST MODE SHALL BE ACTIVATED BY ANY OF THE FOLLOWING: 1. ANY GENERAL ALARM IN THE KITCHEN. 2. FLOW FROM SPRINKLER SYSTEM SERVING THE KITCHEN. 3. SMOKE DETECTOR ALARM SERVING THE KITCHEN. 4. MANUAL CONTROL PROVIDED FOR FIRE DEPARTMENT USE LOCATED IN THE FIRE COMMAND CENTER. KITCHEN EXHAUST SYSTEMS (EF -1. 2m i RHC H WR 1 REHEAT (WHERE SHOWN) RT SUPPLY AIR __l: D. C0NEEREJE CE R.QOMS (TYPICAL FOR 2) 1. MOTION DETECTION SENSOR SHALL BE PROVIDED IN CONFERENCE/BOARD ROOMS. 2. UPON DETECTION OF MOTION, THE PRIMARY AIR VALVE SHALL GO TO ITS MAXIMUM POSITION AND REMAIN THERE. THE REHEAT COIL SHALL MODULATE TO MAINTAIN ROOM SENSOR SETPOINT. 3. IF MOTION IS NOT SENSED FOR 15 MINUTES, THE PRIMARY AIR VALVE OVERRIDE SHALL BE RELEASED. VAV BOX SHALL THEN SERVICE PER "OCCUPIED MODE." E. (MORNING) WARM UP MODE 1. DURING MORNING WARMUP, PRIMARY AIR DAMPER SHALL REVERSE ITS ACTION AND SHALL MODULATE CLOSED AS SPACE TEMPERATURE REACHES 707. BOXES SHALL REVERT TO OCCUPIED MODE WHEN CYCLE IS COMPLETE. F. MORNING COOL DOWN 1. DURING MORNING COOL DOWN, PRIMARY AIR VALVE SHALL MODULATE 100% CLOSED AS SPACE TEMPERATURE DROPS TO 757. G. $.F.TPOJNTS 1. INITIAL SETPOINTS SHALL BE: COOLING SETBACK: 80"17 COOLING : 757 HEATING : 707 EF EF 10 11 SfS CTR A. GENERAL 1. THE DDC SYSTEM SHALL ENERGIZE AND DE -ENERGIZE THE FAN. 2. THE TOILET EXHAUST FAN SHALL RUN 24 HOURS/DAY, 7 DAYS/WEEK UNDER NORMAL OPERATION. 3. DDC SYSTEM SHALL ALARM UPON FAN FAILURE AS SENSED BY THE CTR. TOILET EXHAUST HWV N.O. BY ATC CONTRACTOR 1 '"- p RT (� S�s/s A. GENERAL 1. WHEN THE SPACE TEMPERATURE DROPS BELOW THE RT SENSOR SETPOINT (60' F), THE UNIT HEATER FAN SHALL ENERGIZE AND THE HOT WATER VALVE SHALL MODULATE. 2. WHEN THE SETPOINT IS MET, THE FAN SHALL DEENERGIZE & THE HOT WATER VALVE SHALL CLOSE. 3. DDC SYSTEM SHALL ALARM IF THE TEMPERATURE DROPS BELOW 50*F FOR 10 MINUTES. 0 N TS NTS SIGNAL OVERRII SIGNAL FROM FIREMAN'S LEVEL B A. GENERAL 1. ALL EXHAUST FANS & SUPPLY FANS SHALL NORMALLY BE DE -ENERGIZED. ALL ASSOCIATED CONTROL DAMPERS SHALL BE NORMALLY CLOSED. 2. THE DDC SYSTEM SHALL MONITOR THE STATUS OF ALL FANS VIA ITS RESPECTIVE CTR & INITIATE AN ALARM TO THE DOC SYSTEM IF THE FAN FAILS AT ANYTIME AFTER A 30 SECOND DELAY AFTER START-UP. 3, A CENTRALLY LOCATED FIREMANS OVERRIDE PANEL (FOP - PROVIDED & INSTALLED BY ATC CONTRACTOR) SHALL BE HARDWIRED TO ALLOW MANUAL OVERRIDE OF THE EXHAUST FANS AS WELL AS INDICATE CURRENT OPERATING STATUS (VIA CTR) OF THE EXHAUST FANS, EXHAUST AIR DAMPERS, SUPPLY FANS & SUPPLY FAN DAMPERS. ATC CONTRACTOR SHALL PROVIDE CONTROLS & WIRING TO OPERATE UNITS FROM FIREMANS OVERRIDE PANEL. B. FAN CONTROL & START-UP 1. THE SMOKE CONTROL SYSTEM SHALL BE ACTIVATED BY ANY OF THE FOLLOWING VIA THE FIRE ALARM PANEL THROUGH THE FIREMANS OVERRIDE PANEL; AUTOMATIC SPRINKLER SYSTEM ACTIVATED AS SENSED BY FLOW SWITCH FOR ATRIUM ZONE. b. SMOKE DETECTORS IN ATRIUM. C. MANUAL CONTROL PROVIDED FOR FIRE DEPARTMENT USE LOCATED IN THE FOP. 2. UPON ACTIVATION, BY THE FIRE ALARM PANEL, THE EXHAUST FAN DISCHARGE AIR DAMPERS (EAD) SHALL OPEN, THE EXHAUST FAN SHALL START ONCE THE EAD IS CONFIRMED OPEN VIA END SWITCHES (ES). A 30 SECOND DELAY SHALL EXIST BETWEEN START OF EACH FAN, AFTER THE EXHAUST FANS ARE RUNNING, THE SUPPLY FAN DAMPERS (OAD) SHALL OPEN. THE SUPPLY FAN SHALL START ONCE THE DAD IS CONFIRMED OPEN. THE ATC CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING END SWITCHES AND ASSOCIATED WIRING. 3. THE DDC SYSTEM SHALL MONITOR THE EXHAUST FAN STATUS VIA CURRENT TRANSFORMER RELAY (CTR) AND SHALL ALARM WHEN ANY FAN ACTIVATES. 4. ONCE THE BUILDING FIRE ALARM IS RESET, THE EXHAUST FANS & SUPPLY FANS SHALL STOP, THE ASSOCIATED AIR DAMPERS SHALL CLOSE, 5. IF DURING AN ALARM CONDITION THE EXHAUST FANS ARE STARTED/STOPPED FROM FOP. THE FAN MOTOR HAND -OFF -AUTO, START/STOP SWITCHES SHALL BE OVERRIDDEN. 6. ALL COMPONENTS SHALL BE ON STAND BY POWER AND ALL CONTROLS SHALL BE HARD WIRED AND RUN IN CONI PNEUMATIC AIR SHALL BE RUN IN COPPER TUBING, 7. SYSTEM SHALL BE TESTED ONCE A YEAR WHEN OUTSIDE AIR TEMPERATURE IS ABOVE 50`F (TO AVOID FREEZING). BAS SHALL BE PROGRAMMED TO AUTOMATICALLY SEND MESSAGE TO OPERATOR'S TERMINAL INDICATING TEST DATE. OPERATOR SHALL HAVE THE CAPABILITY TO RE -PROGRAM DATES. 8. AN ALARM SHALL BE SENT TO THE BAS ANY TIME THE SYSTEM IS ACTIVATED AND THE OAT IS BELOW 407 INDICATING A POSSIBLE FREEZE CONDITION, OR THAT THE SYSTEM IS OPERATIONAL. ATRIUM SMOKE EXHAUST SYSTEM NTS (EF -4, 5, 6, 7) 8 & SF -2, 3) Acv A. GENERAL UPON A DECREASE IN THE ROOM TEMPERATURE BELOW THE SETPOINT, THE HOT WATER CONTROL VALVE SHALL MODULATE OPEN TO MAINTAIN SETPOINT. THE REVERSE SEQUENCE SHALL OCCUR UPON AN INCREASE IN ROOM TEMPERATURE ABOVE THE SETPOINT. BASEBOARD 'i,1 CONTROL HWS REFRIGERANT SENSOR (6" ABOVE FINISH FLR,) (TYPICAL FOR 4) 2 HORN AND STROBE LOCATED OUTSIDE MECH. ROOM DOORS (TYP-2) AND IN MECH. ROOM (TYP-1) REFRIGERANT MONITORING PANEL A. GENERAL 1. SYSTEM SHALL COMPLY WITH THE LATEST ASHRAE 15R STANDARD 2. PROVIDE ENGRAVED SIGN (RED FACE WITH 1/2- LETTERING) OUTSIDE OF EACH MECHANICAL DOOR (WITHIN VESTIBULES) AS FOLLOWS: MACHINERY ROOM CONTAINS REFRIGERANT R134A (OR R123) AUTHORIZED PERSONNEL ONLY DO NOT ENTER WHEN ALARM HORN SOUNDS 3. POST EMERGENCY PROCEDURES OUTSIDE THE ROOM IMMEDIATELY ADJACENT TO EACH DOOR ( IN PLEXIGLASS COVERED FRAME) WHICH ADDRESS THE FOLLOWING: A. INSTRUCTIONS FOR SHUTTING DOWN THE SYSTEM IN CASE OF AN EMERGENCY . B. THE NAME, ADDRESS AND DAY AND NIGHT TELEPHONE NUMBER FOR OBTAINING SERVICE. C. THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE MUNICIPAL INSPECTION DEPARTMENT HAVING JURISDICTION ALONG WITH INSTRUCTIONS TO NOTIFY SAID DEPARTMENT IMMEDIATELY IN CASE OF EMERGENCY B. OPERATION 1. THE REFRIGERANT SENSORS SHALL CONTINUOUSLY MONITOR MECHANICAL ROOM REFRIGERANT LEVELS. 2. MONITOR PANEL SHALL PROVIDE 3 LEVELS OF CONCENTRATION ALARMS (ADJUSTABLE): LEVEL 1 PANEL SHALL ALARM BMS LEVEL 2 PANEL SHALL ALARM BMS, MECHANICAL ROOM VENTILATION (EF -6) SHALL SEQUENCE INTO PURGE MODE(OVERRIDE THERMOSTATIC CONTROL), DOMESTIC HOT WATER HEATERS, BOILERS AND CHILLERS SHALL DEENERGIZE. LEVEL 3 PANEL SHALL ALARM BMS, MECHANICAL ROOM VENTILATION SHALL REMAIN IN PURGE MODE. HORN AND STROBE OUTSIDE OF EACH MECHANICAL ROOM ENTRANCES AND HORN AND STROBE INSIDE OF MECHANICAL ROOM SHALL ENERGIZE. SIGNAL SHALL BE SENT TO THE FIRE ALARM SYSTEM TO ALLOW FOR GENERAL BUILDING EVACUATION PART PER MILLION (PPM) SENSING FOR EACH LEVEL SHALL BE DISCUSSED WITH CHILLER MANUFACTURER AND ENGINEER TO CONFIRM REQUIREMENTS BASED ON WHICH REFRIGERANT IS USED IN CHILLERS. 3. SYSTEM SHALL BE TESTED EVERY 6 MONTHS. BMS SHALL AUTOMATICALLY ISSUE A MESSAGE TO THE BUILDING OPERATOR NOTIFYING THE OPERATOR WHEN TESTING IS DUE. 4. HOA SWITCH OUTSIDE OF MECHANICAL ROOM DOOR SHALL ALLOW MANUAL OPERATION OF MECHANICAL ROOM PURGE MODE. 5. ANALOG SIGNAL (OF REFRIGERANT LEVEL) FROM THE MONITORING PANEL SHALL BE CONNECTED TO THE BMS SYSTEM, A READING SHALL BE LOGGED AND STORED (FOR I YEAR) EVERY 30 MINUTES (ADJUSTABLE) FOR HISTORICAL ARCHIVING. 6. REFER TO MECHANICAL ROOM CONTROL SEQUENCE FOR ADDITIONAL INFORMATION. EAD N.C. EF S/S 6 ES CTR A. GENERAL 1. THE DDC SYSTEM SHALL ENERGIZE AND DE -ENERGIZE THE FAN. 2. THE EXHAUST FAN SHALL RUN AS CALLED FOR BY THE REFRIGERANT SENSOR CONTROL PANEL. 3. THE EXHAUST AIR DAMPER SHALL OPEN 100% AS SENSED BY END SWITCH PRIOR TO THE FAN STARTING, 4. THE EAD SHALL BE SPRING RETURNED CLOSED WHEN THE FAN IS DEENERGIZED. 5. DDC SYSTEM SHALL ALARM UPON FAN FAILURE AS SENSED BY THE CTR. REFRIGERANT DETECTION, ALARM/PURGE SYSTEM NTS RT OCCUPIED SETPOINT: 75T (ADJ.) UNOCCUPIED SETPOINT. 60T (ADJ.) HG --p-- HWR N.O. im A. GENERAL 1. THE CABINET UNIT HEATER SHALL BE CONTROLLED VIA THE DDC SYSTEM. 2. THE CABINET UNIT HEATER SHALL BE ENERGIZED/DEENERGIZED VIA THE DDC SYSTEM BASED ON OCCUPANCY SCHEDULE. 3. FAIL-SAFE POSITION SHALL BE AS FOLLOWS: a. THE 'FAN SHALL STOP. b. VALVES TO COIL SHALL OPEN. B. UNOCCUPIED HEATING MODE 1. THE FAN SHALL STOP. 2. WHEN THE ROOM TEMPERATURE SENSOR FALLS BELOW THE UNOCCUPIED SETPOINT, THE FAN WILL START. 3. AS THE ROOM TEMPERATURE CONTINUES TO FALL, THE CONTROL VALVE SHALL MODULATE OPEN TO THE COIL. 4. FAN SHALL STOP WHEN SENSOR IS SATISFIED. C. OCCUPIED HEATING MODE 1. WHEN THE ROOM TEMPERATURE SENSOR DROPS BELOW THE OCCUPIED SETPOINT, THE FAN SHALL START. 2. AS THE ROOM TEMPERATURE CONTINUES TO FALL THE CONTROL VALVE SHALL MODULATE OPEN TO THE COIL. 3. WHEN THE ROOM TEMPERATURE SENSOR RISES ABOVE THE OCCUPIED SETPOINT, THE FAN SHALL STOP. N TS 1 7/31/98 FOR CONSTRUCTION No. D* 9e IpUOr, "Now o+yw tanat�,.,�.aetcots IM~Q" *#2$ AWAft ftx 00 4W SM Ti1e0i4R2eMe *WYak tYtMirjan amft C* of Signature and Seal Profamlonal Ucense No Sheet Bite Conference Center CONTROLS CORE & SHELL Gate Project No. 7/31/98 P8705.00 Soale Sheet No. NTS Drawn LMA Checked VP �; 1 3s t } P d'. t 3.8 IN 3.1 3 2.5 m m X m KA pitmock" min ONO$ WdtotpsArdeiwYtry 0"Oft Doom nommWomv 00 Elevator Cab t TUMAIMM$ 0110 MA" f4w Yo* cloftos" A,3 A.6 A.g B 00MOb 4 #A*Awlm*n C.8 D D.2 (D. �6 3 G &5 N H. I ft*q POWER PLAN NOTES: 1. REFER NOTES. TO DWG. E1.1 FOR LEGENDS, ABBREVIATIONS SCHEDULES GENERAL @ 2. REFER TO SCHEDULE DRAWI GS AND/OR ONE -LINE DIAGRAM FOR IRE, 00 CONDUIT, EXCEPT AND CIRCUIT BREAKER WHERE INDICATED. SIZES, FOR ALL 0 THE HOMERU14S SHOWN, @ 3. THE POKETHROUGHS CONIAINED CONTRACTOR SHALL MA AND/OR POWER IN THE ELECTRIFIED A CONNECTION FRO N FEED BOXES TOTE PARTITION SYSTEM. EACH OF THE: POWER IN EED 6.6 'A 000 5. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF ELECTRICAL CLOSETS. Ey- D� C 4i -SEE 92 PART PLAN 3DN uN ��j L4 J B-3 i ELECTRICAL III ON I ROOM 210 DWG. E3.1 3.8 IN 3.1 3 2.5 m m X m KA MTS m 5.6 1VA m avi Ul'l ut- 1 4 A A A A® A 4 0 41 2 02 2 0 6 MEN'S RM VEST B nnon (n iCSJC 02 4 A- 205 P2NO7-4 Em 2 6 1_41EB-Ct ® , P2NO7-5 MCC -1 MCC -1 MCC -1 E2 El E3 2 5 0 NEMA SIZE 2, FVNR, IN NEMA TYPE 3R ENCLOSURE. m EE PART PLAN ELECTRICAL ROOM 201 ON DWG. E3.1 VEST 202 A0 L4EB-8 25 ` xi U 11�4 8 __E2 H4NO2 1 25 1 7 1 17/31/981 FOR CONSTRUCTION No. Ism I Dow 0 -oft 11, 5 I pitmock" min ONO$ WdtotpsArdeiwYtry 0"Oft Doom nommWomv 00 Elevator Cab t MTS m 5.6 1VA m avi Ul'l ut- 1 4 A A A A® A 4 0 41 2 02 2 0 6 MEN'S RM VEST B nnon (n iCSJC 02 4 A- 205 P2NO7-4 Em 2 6 1_41EB-Ct ® , P2NO7-5 MCC -1 MCC -1 MCC -1 E2 El E3 2 5 0 NEMA SIZE 2, FVNR, IN NEMA TYPE 3R ENCLOSURE. m EE PART PLAN ELECTRICAL ROOM 201 ON DWG. E3.1 VEST 202 A0 L4EB-8 25 ` xi U 11�4 8 __E2 H4NO2 1 25 1 7 1 17/31/981 FOR CONSTRUCTION No. Ism I Dow 0 -oft 11, 5 I "17 Doral . Arrowwooi Meet 'Rue Conference Center ELECTRICAL POWER PLAN LEVEL 0 CORE & SHELL Ode Project Na. 7/31/9-8 P8705.00 scolle Meet No. Drawn JD E 2.3 Checked ES pitmock" min ONO$ WdtotpsArdeiwYtry 0"Oft Doom nommWomv TUMAIMM$ 0110 MA" f4w Yo* cloftos" lades BMX 00MOb 4 #A*Awlm*n 3 $*aWre and SW ftlesisional License No ft*q "17 Doral . Arrowwooi Meet 'Rue Conference Center ELECTRICAL POWER PLAN LEVEL 0 CORE & SHELL Ode Project Na. 7/31/9-8 P8705.00 scolle Meet No. Drawn JD E 2.3 Checked ES 11 O Oi QO 0 O cq U-) 0 fl - 00 O tL -j LLJ LO 0 rl co 0) a