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— — — — — I I I I I I I I — I I I ® WNDOWWALL z .1400 14-61 RESISTIVE I B2 »® 1 HOUR RATE.—STRUCTION PARTIALHEIGHTPARTTION I B3 I I 84 P tll NEWDOUBLE DOOR NEWOOJBLEACTINGOOOR y 1 C.-DOUBLE-15-DOOR >~ c NEW POCKET DOOR a1c NEW SLIDING DOOR c c NEWCASEDCPENING NEWOVERHEADROLLINGDOOR NEWBIFOLDGGGR ��NEW OWBLE BIFOD DOOR CONCRETE I —— I I I O CARDREADER OBG BCLLARD I II I I� SVNi svci — — — 1 I II I IBA INTERMITTENT STABILIZATION ANCHOR i II 12 — — - -- — T— — — TF— - -- -. I I I I I CME 09 A 1 \ I _ SVC1_ I -- BE _ I I I I I I I I CL I I � ( SERNC I I I X11 aJc I I Al I B1 ZONNE UNITS CHANGED TO 2 STORY UNITS (51/52 AND 53154) 3 UNITS PER FLOOR, PREVIOUSLY SHOWN AS 6 UNITS. FLOORS RENUMBERED TO ACCOMODATE LOBBY MECH.AS B$ BB I r 87 I I B8 I I — 19 i T -- —- 10 I I I a - - -I I — O6 I I I 04 — — — — — B, I I I I PLAN LEGEND NEWPARTITION ® WNDOWWALL z .1400 14-61 RESISTIVE I B2 »® 1 HOUR RATE.—STRUCTION PARTIALHEIGHTPARTTION I B3 I I 84 ZONNE UNITS CHANGED TO 2 STORY UNITS (51/52 AND 53154) 3 UNITS PER FLOOR, PREVIOUSLY SHOWN AS 6 UNITS. FLOORS RENUMBERED TO ACCOMODATE LOBBY MECH.AS B$ BB I r 87 I I B8 I I — 19 i T -- —- 10 I I I a - - -I I — O6 I I I 04 — — — — — B, I I I I PLAN LEGEND NEWPARTITION ® WNDOWWALL z .1400 14-61 RESISTIVE RECESSED REM RRESISTIVE »® 1 HOUR RATE.—STRUCTION PARTIALHEIGHTPARTTION I— RATEDCONSTRLCTION II CORNERGUARD NEWDOOR P tll NEWDOUBLE DOOR NEWOOJBLEACTINGOOOR y 1 C.-DOUBLE-15-DOOR >~ c NEW POCKET DOOR a1c NEW SLIDING DOOR c c NEWCASEDCPENING NEWOVERHEADROLLINGDOOR NEWBIFOLDGGGR ��NEW OWBLE BIFOD DOOR CONCRETE CMU O CARDREADER OBG BCLLARD DCR CARDREADER TRENCH DRAIN IBA INTERMITTENT STABILIZATION ANCHOR PLAN NOTES 1. ALL VARK SHALL COMPLY WITH CURRENT FEDERAL STATE, AND LOCAL BUILDING CODES AND REGULATIONS, TRADE STANDARDS, AND MANUFACTURER'S INSTRUCTIONS REFERENCED IN THECONTRACTOCCUMENTS. 2 EACH BIDDER SHALL VISIT THE SITE AND EXAMINE THE SITE TO ENSURE THEIR KNOtM_EDGE OF THE CONDITIONS AFFECTING THE WORK NOTIFY ARCHITECT,DESIGNER OF ANY CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS BEFORE PROCEEDING WTH CORRECTIVE MEASURES. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM DETERIORATION OR DAMAGE. 5. ALL DRAWINGS SHALL SE FULLY WOROINATED SYCONTRACTOR TO VERIFY ALL DIMENSIONS, DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS RECESSES, REGIETS, BOLT SETTINGS, SLEE ES, ETC 6. FOR EXACT LOCATION OF FLCOR B ROOF OPENINGS SHOWN ON STRUCTURAL ORAVANGS, SEEARCHITECTURAL, MECHANICAL ELECTRICALANOSHOPORANANGS. 7. ALL STRUCTURAL DRAW NGESHALL BE USED IN CON.NNCTKON WITH THE ARCHTECTURAL, MECHANICAL. ELECTRICAL, SHOP DRAWINGS AND SPECIFICATIONS. a. DETAILSAND SECTIONSO NTHEOR —W .ARES.—ATSPECIFICLOCATIONS. DETAILS NOTED'TYPICAL" CR TYP' IMPLY ALL CONDITIONS TREATED SIMIARLY', MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATION. 9. REFER TOSITE SECTION KEY RAN ON SHEET A -307 FOR ALL SITE SECTION MARKS AND ADDITIONAL SITE RELATED INFORMATION. 1D. DIMENSIONS'. A ALLDIMENSICNSARETOFINISHEDFACEOFWALLUON. B. DRAWINGS ARENOTTOBESCALED :VERIFYAWMISSINGORCONFLKTING WRITTEN DIMENSIONS WITH THE ARCHITECT,DESIGNER PRIOR TO CIXJSTRUCTION. C NOTIFYARCHITECTCFCONOITIONSWHERECLEAR OR CRITICALDIMENSIONS ME DESIGNATED BUT CANNOT BE MET OR—RE CORRIDOR/AIELE W DTH CANNOT MEET THE MINIMUM REQUIREMENTS I- -U O N) D. MAINTAINFINISHFLOORBASEELEVATIONTHROJGHORT HECONTRACT AREA SUCH THAT ALL DIMENSIONS INOICATEDAS ABOVE FINISH FLOOR ARE AT THE SAME ELEVATION. tt. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH DEBRIS AND SHALL PROTECT ALLAORACENT —K FROM DAMAGE, SOILING, PALNT GVERSPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC. SHALL BE LEFTCLEAN ANO READY FOR OCCUPANCY UPON COMPLETION OF PROJECT 12. ALL MANUFACTURER'S PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE ST —OBSERVED t3. All WDRKTO BE NEW U.O.N t4. SEE SHEET A -161 FOR PARTITION TYPES, 15. ALL DOORS TO BE A MINIMUM OF S' FROM NEAREST PERPENDICULAR PARTITION, U O N. 16 TEMPERED GLASS TO BE USED IN ALL LOCATIONS AS REQUIRED BY CODE. 17. REVIEW LAYOUTS FOR PARTITIONS IN FIELD VMTH THE C-ER ANDARCHNECTIDESIGNER PRIOR TO STPRT OF CONSTRUCTION. PROVIDE FIRE EXTINGUISHERS (MATH CABINETS) IN OUANTTIES AND LOCATIONS ON 00- MMINIROODSQFT675 'MAXTRAVELDISTANCE). REVIEWFINALLOCATIONSVKHTHE ITECTNESIGNER PRIOR TO START OF CONSTRUCTION PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS TO ACCOMMODATE FULLCCNNCEALMENT OF RECESSED CABINETS, U O N. 19. ALIGN CEMERUNESOF ALL FIRE EXTINGUISHER CABINETS AND MERFP DEVICES ON WALLS IN THE SAME LOCATION. 20. COORDINATE BLOCKING REQUIREMENTS AND LOCATIONS WTH ELEVATIONS AND DETAILS. ALL BLOCKING TO SE FIRE TREATED. 21. ALL PARTITIONS, COLUMN ENCLOSURES, FURRED WALLS, ETC EXTENONGTHROUGH THE CEILING MUST BE FULLY CAPPED WTH GWB (OR STUD TRACK)MEN GWB DOES NOT EXTEND TODECKABOVE- CONCEALEDARE WITHINWALLSCANNOTBEOPENTOPLENJMAREAS. 22. REFER TO DIMENSION RAN FOR STRUCTURAL SLAB ELEVATION DATUM B.M.U. INTERMITTENT STABILIZATION ANCHOR (I.S.A.) NOTES COORDINATE ANCHOR INSERT WRH PT CAP LOCATION. 2. ANCHORS REQUIREDEVERYTHIRD LEVELSTARTINGAT LEVEL4, FOR ATOTALOF16 LEVELS. SEE SHEET A -30t FOR LEVELS TO RECEIVE ISA'S 3. LOCATE ALL LS A. LOCATIONS PER PLAN LAYOUT ON SHEET A105. 31 TOTAL PER FLOOR. 4. SEE SHEET a 505 FOR LS A DETAILS. EADESIGNATURE mi ISSUANCES No.: Desciiption Date 2- ZONING CHANGES 04 -04 -2014 Checke4 By: Checker GMP 4.11.2014 FIFTY- SECOND LEVEL PLAN - ZONE E Drawing SFale: As indicated Job No. 12120.0D A -1096