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9585 SW WASHINGTON SQUARE ROAD-26 1 1. �xb �f f". Ali- d Statevvlat ! Fi I J OT 1:: 4 s 1c) 16mmol P Fz IE NA /k I of Ur t C 9585 SW WASHINGTON SQUARE ROAD ?1�1 OREGON TIGARD , 1 MALL ADDITION AND WEST PARKING GARAGE - AREA B - PERMIT SET NOVEMBER L4 , 2004 - REVISION 1 c�Oxr �}NGNO�t� - INDEX OF D CODE SUMMARY VICINITY MAP GENERAL _STRUCTURAL MALL ADDITION BUILDING CODE: 2003 I.B.C. AS ADOPTED AND AMENDED BY THE STATE OF OREGON M GO.OB COVER SHEET AND SHEET INDEX - AREA B S0.± GENERAL NOTES �" � " �-. �•no ' A.eO fml ,),* .�r.. co �, ata, G1.0 SYMBOLS AND ABBREVIATIONS OCCUPANCY GROUP: M - MERCANTILE - COVERED MALL BUILDING (IBC SECTION 404) V.Fit G2-OB GENERAL NOTES, WALLTYPES S1.OB WEST GARAGE AND MALL EXPANSION LOWER ' G3.0 OVERALL ARCHITECTURAL SITE PLAN LEVEL FOUNDATION PLAN CONSTRUCTION TYPE: TYPE II-B UNLIMITED PER IBC SECTION 402.6 'rt I,c�r•+t/ Ll FIRST FLOOR LEASE PLAN #t+ ct ad ► - S1.1B WEST GARAGE FRAMING AND MALL EXPANSION ALLOWABLE FLOOR AREA: UNLIMITED PER IBC SECTION 402.6, ONE OR TWO STORY BUILDING AND ADJOINING 60 FOOT OPEN YARD o #h FOUNDATION PLAN I OR PUBLIC WAY AT ALL EXTERIOR WALLS INCLUDING PARKING STRUCTURE AND ANCHOR STORES EXISTING ,:w ,_ Kind} 0. �tsC�A� �,►1«.�it�n CODE MA XPA I MALL IS OVER 350 00 . FT. XPAN I I -� S2 OB LL E NS ON FLOOR FRALv11NG PLAN 0 SQ E SON S2.1B MALL EXPANSION ROOF FRAMING PLAN S2.1OB STRUCTURAL PLAN DETAILS AREA: ACTUAL FLOOR FIRST FLOOR NEW ADDITION GLA = 77o .- CP1 .0 FIRST FLOOR CODE PLAN - OCCUPANT LOAD (GLA) 6,` 1 SQ. FT. ��,...- � Sw Vya SECOND FLOOk NEW (GLA) = 54,833 SQ. FT CP1.1 SECOND FLOOR CODE PLAN - OCCUPANT LOAD v ; � �• CP2.0 FIRST FLOOR CODE PLAN - EXIT TRAVEL DISTANCE S3.0 TYP!CAL DETAILS OCCUPANT LOAD: I53.1 TYP CAL DETAILS I.B.C. SECTION 402.4.1 .1 = OLF = (0.00007) X (GLA) + 25 = 55.68 S.F./OCC. THEREFORE, USE 50 CP2.1 SECOND FLOOR CODE PLAN - EXIT TRAVEL DISTANCE S3.2 TYPICAL DETAILS S.F./OCCUPANT. 1ST FLOOR ApD'N. OCC. LOAD: 76,571 S.F./50 S.F. PER OCC. = 1 ,532 OCC. 2ND FLOOR S3.3 TYPICAL DETAILS ADD'N. OCC. LOAD: 54,833 S.F./50 S.F. PER OCC. = 1,097 OCC. m m i Gw trgard St t; - ;►+, -�,,,, '``� CIVIL S3.4 STRJCTURAL DETAILS -- S3.5 STRUCTURAL DETAILS REQUIRED EXITS: I.B.C. TABLE 1018.1: FOUR REQUIRED MiNUMUM (OVER 1000 OCCUPANTS.) _ < 1„i C1.1B EXISTING CONDITIONS PLAN - AREA B S3.6 STRUCTURAL_ DETAILS PROJECT TEAM I t C2.OB SITE PLAN - ARFA B S3.7 STRUCTURAL DETAI'_S PROVIDED EXITS: 13 PROVIDED - NOT INCLUDING INDIVIDUAL TENANT EXITS AND ANCHOR STORE EXITS C2 '13 SITE PLAN DETAILS - AREA B S3.8 STRUCTURAL DETAILS x Q C3.OB GRADING & EROSION CONTROL PLAN - AREA B EXIT WIDTH: WIDTH REQUIRED FOR A BUILDING SPRINKLERED THROUGHOUT (IN INCHES): OCC. LOAD X 0.2 FOR STAIRS; OWNER v C3-1B GR^:DING ANC EROSION CONTROL DETAILS - AREA B OCC. LOAD X 0.15 FOR DOORS AND OTHER EGRESS (IBC TABLE 1005.1) C4.OB COMPOSITE U FILITY PLAN - AREA B MECHANICAL EXISTING 2ND FLOOR STAIRS = 1157 OCCUPANTS X .2" = 232 INCHES REQUIRED THE MACERICH COMPANY V C4.1B UTILITY DETAILS - AREA B EXISTING 2ND FLOOR STAIRS = 477 INCHES PROVIDED (NOT INCLUDING INDIVIDUAL TENANT OR ANCHOR 401 WILSHIRE BOULEVARD, SUITE 70C 04.25 UTI_ITY DETAILS - AREA B MO.O HVAC, GENERAL NOTES, LEGEND, & SHEET INDEX STORE STAIRS) SANTA MONICA, CA 90401 V J L1 OB LANDSCAPE PLAN T: 425.867.0808 45 NEW 2ND FLOOR ADDITION STAIRS = 1191 OCCUPANTS X .2 = 239 INCHES REQUIRED Q) M1.OB LOWER LEVEL PLAN - HVAC NEW 2ND FLOOR ADDITION STAIRS = 376 INCHES PROVIDED (NOT INCLUDING INDIVIDUAL TENANT OR ANCHOR F' 425.867.1577 z C: RICK REASON � M1.1B MAIN FLOUR PLAN - HVAC STORE STAIRS) E: RICK_BEASONC�?MACERICH.COM � O ARCHITECTURAL M1.2B SECOND FLOOR PLAN HVAC EXISTING 2ND FLOOR EGRESS (DOOR) WIDTH = 1157 OCC-S. X .15 = 174 INCHES RE )UIRED EXISTING 2ND M2.1B ROOF PLAN- HVAC & PLUMBING FLOOR EGRESS (DOOR) WIDTH = 384 INCHES PROVIDED ARCHITECTURAL 06 D1.1B 'DEMOLITION PLAN & SECTION - AREA B (MALL EXPANSION) DLR GROUP, INC � M4.1 HVAC DETAILS DISTANCE TO EXIT: ALLOWABLE: 200 FT. MAX. (IBC SECTION 402.4.4 900 FOURTH AVENUE, SUITE 700 0 D3.06 OVERALL REFLECTED CEILING DEMOLITION PLAN M4.2 HVAC DETAILS ) (THE EXISTING MALL EXCEEDS THE MAXIMUM ALLOWABLE TRAVEL DISTANCE IN SOME LOCATIONS, AN SEATTLE, WA 98164 M5.1 HVAC SCHEDULES ADDITIONAL_ EXIT CORRIDOR WILL BE INSTALLED IN THE EXISTING MALL BUILDING WHEN A FUTURE LEASE T: 206.461 (7,000 A1.OB LOWER LEVEL_ PLAN RENEWAL OCCURS) F: 206.461 .E049 (� z A1.11B FIRST FLOOR PLAN C: TODD FERK!NG A1.2B SECOND FLOOR PLANE: TFERKING©DLRGROUP.COM v� PLUMBING .SEISMIC ZONE: REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC/STRUCTURAL REQUIREMENTS > A2.OB ENLARGED PARTIAL PLANS FIRE PROTECTION: STRUCTURAL Q EXISTING BUILDING SPRINKLERED THROUGHOUT AND TO BE PROVIDED WITH NEW U P0.0 PLUMBING SCHEDULES AND GENERAL NOTES DLR GROUP INC. STANDPIPES ARE EXISTING OR WILL BE PROVIDED IN NEW AREAS AS PER IBC SECTION 4L)2.8.1 900 FOURTH AVENUE. `1 "rr -inn A3.OB LOWER LEVEL REFLECTED CEILING PLAN P1.OB LOWER LEVEL PLAN - PLUMBING PER IBC SEC. 402.7.3 EXCEPTION: 2 HOUR FIRE BARRIER REQUIRED BETWEEN MALL AND ANCHOR STORES SEATTLE, WA 98164 A3.1B FIRST LEVEL REFLECTED CEILING PLAN OF 3 STORIES OR LESS T: 206.461 .6000 ^ A3,2B MALL REFLECTED CEILING PLAN P1.1B MAIN LEVEL PLAN - PLUMBINu OPENINGS BETWEEN MALL & ANCHOR STORES NOT PROTECTED AS PER SECTION 402.7.3.1 F: 206.461 .6049 A3.3B OVERALL MALL REFLECTED CEILING PLAN P1.2B SECOND LEVEL. PLAN - PLUMBING INTERIOR BEARING AND PERMANENT PARTITIONS (NON-BEARING INTERIOR WALLS) NOT REQUIRED T':) BE P4.1 PLUMBING DETAILS RATED AS PER TABLE 601 C: DAN MUNN, P E. A4.013 ROOF PLAN - AREA B P4.2 PLUMBING & FIRE PROTECTION DETAILS SMOKE CONTROL SYSTEM ONLY WHERE REQUIRED FOR ATRIUMS AS OUTLINED IN SECTION 404 E DMUNN�DLRGROUP..'") m CL A4.1B ROOF AND EXTERIOR DETAILS - AREA B ° SEPARATION BETWEEN TENANT SPACES SHALL BE 1 -HOUR FIRE PARTITIONS "' A4.213 INTERIOR AND EXTERIOR DETAILS - AREA B MECHANICAUPLUMBING o A NO SEPARATION REQUIRED BETWEEN TENANT SPACES AND THE MALL --- - -- � g AS.OB ELEVATIONS - AREA B ONE-HOUR SHAFTS REQUIRED FOR 3 STORIES OR LESS DLR GROUP, INC. O 4 ELECTRICALSTAIRS SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION 900 FOURTH AVENUE. SUITE 7U0 ♦^ N SEATTLE, WA 98164 V g A6.08 BUILDING SECTIONS DE1.7 ELECTRICAL DEMOLITION - FIRST FLOOR PLAN WEST PARKING GARAGE T: 206.461 .6000 A6.1B BUILDING SECTIONS DE1.8 ELECTRICAL DEMOLITION -- SECOND FLOOR PLAN - F 206.461 .6049 A6.2B BUILDING SECTIONS & WALL SECTIONS DE2.0 OVERALL DEMOLITION PLAN - ELECTRICAL BUILDING CODE: 2003 I.B.C. AS ADOPTED AND AMENDED BY THE STATE OF OREGON C ISSA QUANDEEL, P.E. A6.3B BUILDING SECTIONS ES1.1 ELECTRICAL SITE UTILITIES E IQUANPF r ODLRGROUP.COM OCCUPANCY GROUP: S-2 (OPEN PARKING GARAGE) - AT LEAST 20% OF THE TOTAL PERIMETER WALL AND AT LEAST 409 OF ELECTRICAL. A7.1B WALL SECTIONS E1.4 LIGHTING - LOWER FLOOR PLAN PERIMETER LENGTH -___ P.___-__ E1.5 LIGHTING - FIRST FLOOR PLAN DLR GROUP, INC. A7.28 WALL SECTIONS E1.6 LIGHTING -- SECOND FLOOR PLAN CONSTR JCTION TYPE: TYPE I-B NON-COMBUSTIBLE - CONCRETE STEEL DEFERRE 900 FOURTH AVENUE, SUITE 700 A7.3B WALL SECTIONS ( CONCRETE/STEEL) rift Sprinkler SEATTLE, WA 98164 E2.4 POWER - LOWER FLOOR PLAN ALLOWAE3LE FLOOR AREA: UNLIMITED AS ALLOWED Bti" CONSTRUCTION TYPE I-B fire Alarm T: 206.461 .6000 A8.08 STAIR PLANS - AREA B Mnhnnigl E2.5 POWER - FIRST FLOOR PLAN F: 206.461 .6049 A8.18 STAIR PLANS, SECTIONS AND DETAILS - AREA B !•lumhln• C: DEBORAH CONWAY, P.E. A8.2B STAIR SECTIONS AND DETAILS - AREA B E2.6 POWER - SECOND FLOOR PLAN ACTUAL FLOOR AREA: LOWER LEVEL= 83,512 SQ.FT. FIRST FLOOR= 75,492 SQ.FT. 6'ecl"c� Trues I Inarlrt _ E: DCONWAY©DLRGROUP.COM E2.7 POWER - ROOF PLAN ' • OCCUPANT LOAD: 83,512 SQ.i-T./200 GROSS S.F./OCC = 418 OCC AT LOWER LEVEL. oum fKyu�tf ♦ s,70� CIVIL_ l" A9.OB DOOR, FRAME, WINDOW SCHEDULE, ELEVATIONS, DETAILS E3.4 SPECIAL SYSTEMS - LOWER FLOOR PLAN r,Rt E3.5 SPECIAL SYSTEMS - FIRST FLOOR ALAN 75,492 SQ.FT./200 GROSS S.F./OCC. = 378 OCC AT FIRST FLOOR w�r.�s W&H PACIFIC, INC. A10.08 BUILDING DETAILS E3.6 SPECIAL SYSTEMS - SECOND FLOOR PLAID REQUIRED EXITS: 9755 SW BARNES ROAD, SUITE" 3C A10.1B BUILDING DETAILS MORE THAN 50 BUT LESS THAN 500 OCCUPANTS PER FLOOR: 2 EXITS REQ D. PER FLOOR PORTLAND, OR 97225 E4.2 LARGE SCALE PLANS a A13.1 B FLOOR FINISH PLAN T: 503.372.3601LOWER LEVEL = 3 F: 503.526.0775 O A13.26 ENLARGED FLUOR FINISH PLANS E5.1 ONE LINE DIAGRAMS PROVIDED EXITS: �PPRO �►nPI �.. L UPPER LEVEL = 2 (PLUS, EAST SIDE TOTALLY OPEN) C: BRADY BERRY - ��111111 E6.1 DETAILS ANIII( n it E: BBERRYOWHPACIFIC.COkl E6.2- DETAILS , %Ik11 It " ' c EXIT WIDTH REQUIRED: SIAIRS: WIDTH REQUIRED (INCHES): 418 OCC. X 0.3 INCHES = 126 INCHES �I,Irll11I. 1 _ auu Ixn1 ^ V c a E71 SCHEDULES EGRESS PATHS: WIDTH REQUIRED (INCHES): 418 OCC. X 0.2 INCHES = 84 INCHES a EXIT WIDTH PROVIDED: STAIRS: 132 INCHES EGRESS PATHS: 44 INCHES MINIMUM t-rq atJrcDi� r DISTANCE TO EXIT: 300 FEET MAXIMUM PER TABLE 1015.1. ALL. PORI-IONS OF WEST GARAGE ARE WITHIN 300 FEET OF ANof EXIT. SEISMIC ZONE: � ,,,r�,,..<< ass': SW l�Alyr�u��Ju-s•-It r REFERENCE STRUCTURAL DRAWINGS FOE. SEISMIC/STRUCTURAL REQUIREMENTS. F.L.c 6R�,/u�� li �'ZO °S 161 Ct c a NS u�T iNG I i + , It ri m allOFFICE COP LGro11111111tL„` •tIlW f$ _ cm .,I, l,,jiil,,:, ,i. 1, , i. , ,, .i .I, , �iij� ii. ;,,� , , , "I, "".r I. .Iii .t",.e>... ' `.",.�yir•... ,,..�_.. :rMM'�A4' IGIf � 3 • � � � 9 I(f I I 12 13 14 ,e 17 is ,p 20 ?, 22 23 24 245 20 27 Qm 20 3 A�I� �� irW I�t�1�Ai�IJJ��I ki11d4V4W M111R�Itri�Ii�1411� 111111111111111,1111jai WM11IIIIIII 1111111 I �01I tWIJ+k� 1 °o 7 x....:41. • A r ,/," `, 11 i "l\ -- -------- -_-_._- ..--_e . . --- ----- -- _. - - --- ------- _ -- ----.--- ABBREVIATIONS _ _ ___ SITE SYMBOLS - MECHANICAL SYMBOLS _ F ECTRICAL SYMBOLS A/C AIR CONDITIONNG(ER) E EAST JAN JANIiIIR R RISER W WATER SERVICE I IRUPCkiY Ifu - -- HVAC - A I`M'' AMS If EA EACH JB ANCTKN BOX RA RE TURN NR W WERE; NDTH — --— p AREA IHIf 1 I I _ r __.—__ LIGHTING A AREA A"f%UO AIR EA EXHAUST NR ICY JUNCTION RAD RADIAIQR W WAS1F (PI UG) 101 IINI 6" O.UkH IND I )( DIFFUSER (SUPPLY) TYPICAL DUCT - SIZE AS NDICATEf, FLUORESCENT LIGHTING FIXTURE SEE FIXTURE 0 ;ITE LIGHTING - POLE AAP ARTA ALARM PANEL _ .--- _... r ♦� IAFfUSER (SUPPLY) f 21/!l (WIDTH / OEPiH) r .i:HEDUUE (OPTIONAL RECESS MOUNTED) EAT ENTERING AW TEMPERATURE 1HJ5T JOIST PEI a k RADIUS W WEFT FA__#Ml N1 LINE N MANHOLE I �� ROLE MOUNTED YOKE AAV AUTOMATIC AIR VENT EB EXPANSION BOIi JFB J(INl FILLER BOARD (R8 RUBBER BASE W WEST AB ANCHOR BOLT EC ELECTRICAL CONTRACTOR JT JOINT PC REMOVE CONTROL W 11" fIANGE r I'.UORESCLNT LIGHTING FIXTURE SEE FIXTURE ABS ACRYLOMIRIE-BUTADEM-STYRENE EDH ELECTRIC DUCT HEATER PCP REFLECTED CEILING PLAN W; MATH BULLING LINE. EXISRNG a OBSERVATION RISER � rrr MITERED ELBOW WITH VANE �-) :HfDIxE (OPTIONAL SURFACE MOUNTED) cr� PULE MQUNTEU AREA LIGHT AC ACOUSTICAL UILING EE EACH END KCJ KEYED CONSTRUC110N JOINT kCP kEINFORCLU CONCRETE PIPE W/u WITHOUT GRILLE (ME TURN) AC ALTERNATING CURRENT EER ENERGY EFFICIENCY RATIO KCP KEENE'S CEMENT PLASTER NCU RECIPROCATING CHILLER JOINT W8 WET BULB I CCCCCCCCCCI�..` r.r••000CCr.� ilUIfONG LIE. NEW W/DKXJR ( HEAD WALL ACC AIR COOLED CONiIENSIN WAIL REGISTER �� -OAHTING FIXTURE ON EMERGENCY SYSTEM � WAIL MOUNTED AREA UGNI `�;!" 1•� ACLU AIR EDDIED CONDENSING LINT EEW EMERGENCY EYEWASH KD KNUCI(DOMN RD ROOF DRAIN WC WALL COVERING UPENNG AND STRUCTURAL STOUP '� MITERED ELBOW WITHOUT VANE`. SEMS EMERGENCY EYEWASH/SHOWER KH KITCHEN HOOD RD REFRIGERANT DISCHARGE WC WATER C(X(HMN I PRIMARY CUNI(Alk, EXISTING r- `lUf DIFFUSER �S r ACM ALUMINUM COMPOSITE MA TERIAI EF EACH FACE KHE KITCHEN HOOD EXHAUST FAN RECP RECEPTACLE WC WATER (CLOSET 4 ILARED END • LIGHTING FIXTURE CIN EMERGENCY SYSTEM ® IN GRADE UGHT FIXTURE SEE. FIXTURE SCHEDULE . I 0 ACS1 AOrol15TtC EF EXHAUST FAN KHS KITCHEN HOOD 5l1{'PLY FAN REF RLfERENCE WCC WATER CCXIfU CONDENSER FOO CO RADIUS ELBOW V AD ACCESS DOOR EFF EFFICIENCY KIT KIICEN REFI REFLECTED WCl WATER CLOSET/lAVA10RY COMBINAII/IN �� i�� PRIMARY CON1Ul11+, NEW •' CLEAN OUT ;URf'LY AkR01Y -� FLUORESCENT STRIP LIGHTING FIXTURE, 511E PER ® BOLLARD LIGHT FIXTURE " r � G. AD AREA GRAIN EH ELECTRICAL HEATER KO KNOCKOUT REFR RE{RIGIRANT WCO WALL CLEAN OIIT a FIXTURE SCHEDULE HITCH SNCLE MIKE G ApON ADDITION pR ADDITIONAL EIFS EXTERIOR INSULATION AND FINISH SYSTEM KS KITCHEN SINK BEER REFRIGERATOR MD WOOD SECONDARY CONfg1R, EXISiINC; O CAP RETURN ARROW 5 o r ADJ ADJUS1A8lf EJ ExPANSI(IN JOINT r TFE WITH VANES � __4 TRACO LIGHTING FIXTURE, SIZE PER E KV KILOVOLT REG RE CJS TER WOW WIDOW _99- ..r- EXHAUST ARROW ' r FIXTURE SCHEDULE c SMITCIl, DOUBLE NOLF C ADJ1 ADMIIWST1 El ELEVATION KVA Kl0VOl1 AMPERES NINE REINFORCEMENT W WASH FOUNTAIN SECONDARY CONTOUR, NEW P THRUST BLOCK FLUORESCENT STRIP UGHTING FIXTURE, SITE PER ` �_ 'j/0 I ��' ADMIN AIRFIL IRAYI(XN ELAS EUSTOMERIC KVAR KILOVOLT AMPERES REACTIVE I*M REMOVABLE WH WALL HYDRANT _� SLOPE, PAVEMENT w VAIyE I 1 ,A RECTANGULAR DIFFU,[R INDICATION TEL MATH RADIUS �� FIXTURE SCHEDULE "3 SWITCH, 3-WAY AF AIR FIl EER EIEC ELECIRIC(Al) KM KILOWATT REQ(D) RCOWRE(D) MMD WATER FLOW MEASURING Of VICE 200 cIN)WINC CFM AFF ABOVE FINISH il(XR ELEV ELEVATOR KOH KILOWATT HOUR RE SIL RESILIENT WN WATER HEATER .--� • I DRAINAGE MICR OR $WALL NV POY l IN(XKATOR VAIN[ f-�j-i WALL MOUNTED FLUORESCENT STRIP UGHTING FIXTURE cJ SWITCH. 4-WAY �'�� W S AHU AIR HANDLING UNIT EN EMERGENCY REI RETAINING CWALL) OHM WATi HOUR METER �--TM P-1 kf)UNU DFftflk INDICATION RCIUND DUCT LW CEDING FIXTURE. SULRFAGE.REC[SSED ON PENDANT, 1 Al AREA INLET EMD ESTIMATED MAXIMUM DEMAND L ANGLE REV REVISIONS WI WROUGHT IRON — - - STREET CENTFRLI( [7 REDUCER 200 SHOWING CFM O C SWITCH, DIMMER AL1 At1ERNATE EMT ELECTRICAL METALLIC TUBNG L LAVATORY M RETURN FAN WLR WATER LOOP RETURN SEE FIXTURE SCHEDULE 9 At UM ALUMINUM ENCL ENCLOSi1RE LA LABORATORY COMPRESSED AIR RF RUBBER FLOOR OILS WATER LOOP SUPPLY CURB, THICKENED EDGE A MAGNESIUM ANODE _12'02' G-i kEC1AN(A)LAR GRIIJf INIECATION 'SUPPLY DUCT UP AMB AMBIENT ENTR ENTRANCE LAB LABORATORY RFM RECESSED FLOOR MAY WlWG WATER MOTOR GONG Q 200 SHOWING CFM QO HIGH BAY LIGHT FIXTURE TMC SITGH, IDENTITY CONTACT INCH ANCHOR EOMH) END OF MAIN DNP LAM LAMINATE(D) RH REIATIVF HUMIDITY IIINSCT WAINSCOT •-•- -._. CURB. EXIST O DIELECTRIC COUPtite AP AC(E55 PANEL EP ELECTRO-PNEUMATIC -!I:'-' R-1 WALL FIXTURE, BRACKET MOUNTED, SEE FIXTURE c SWITCH, LOW VOLTAGE LAT LEAVING AIR TEMPERATURE RH RELIEF H�XI) OP MIEATHEHPROL)f ��.._- RECTANG()LAk REGISTER NUICAiION I i I kETIN+N puCT UP � �� !kV APC ACOUSTICAL PANEL. CEILING EP EXPLO`JON PROOF LAV LAVATORY RHC. REHEAT COIL WPB WHIRLPOOL BATH CURB, NEW ® CATHODIC TEST 51ATIUN 200 SHCnHING CFM DLJ SITCR, WITH PILOT LK;FIi APPROX APPROXIMATE EPO EMERGENCY POWER OFF LB POUND FIN ROSE HOOK WT WATLRF'R(X)F V SELF CONTAINED EMERGENCY LKiHTNG FiXTURE AR ACID RESISTING ERF EPDXY RESiN FLOORING LEIR LUMBER RHG REFRIGERANT NOT GAS W'FG WATERPROOFING - - PAVING IUNTRACTION JOINT *H FIRE HYDRANT I F-.---- FiRE DAMPER � EXHAUST DUCT UP e � SWITCH, KEYOPERATED ARCH ARCHITECTURAL EO EQUAL EXIT SIGN, CEILING MOUNTED, DIRECTIONA! lK ASB ASBESTOS lB$ POUNDS RIMrC ROUGH IN AND CONNECT MR WATER RFSISIANI _ -- -- r. f.OUIP EQUIPMENT KCS PAVING KEYED CONSTRUCTION AWi 9 FOUR FOIE Sl--- -- SMOKE DAMPER ARROW AS INDICATED ASPH ASPHALT LOCI LOADING RIJ; RISE N JOIST SPACE MR WASTE RECEPTACLE �., � SWITCH, EXMOSION PROOF FR EXHAUST REGISTER U' LINEAR FOOT FEET RL RAN LEADER WSP NET STANDF'K'E NSU ROUND DUCT DOWN EXIT SM. WALL MOUNTED, DIRECTIONAL AUTO AUTOMATIC ES EMERGENCY SHOWER ) —I--KCTI—I-- PAVAN; TIED CONSTRUCTION JOINT M--• LIGHT POLI FSM---- FIRE/5MOOE DAMPEN �� c AV ACID VENT LG LENGTH (LONG) RM ROOM Wi WEIGHT _ -+ ARROW A„ INDICATED � SWITCH, EMERGENCY ES EXTRA STRONG UN LINEAR RIND HOUND WW WARM WNI(E EI BDL BACKDRAFT DAMPER I)(I SUPPLY DUCT DOWN AV AIR VENT ESP EXTERNAL STATIC PRESSURE LINO LNGLELim RO ROUGH OPENING WHF WELDED MRC f AWL, - PAVING EXPANSION JOINT ■ iEIFFHGJNf MAHIH Af M_y PMR Ay AVERAGE EST ESTIMATE LKR LOCKER RPBFP REDUCED PRESSURE BACKFLOW PREVENTER AW AME WASTE ET EXPANSION TANK LL ETA LOAD RPM REVOLUTIONS PER MINUTE XFTNt TRANSFORMER � ------°"�� FENCE, SECURITY ® If Ll BOx -.� GRAVITY DIAPER AWG AMERICAN WNC GAUGE EW EACH WAY LLN LONG LEG HORIZONTAL RS REFRIGERANT SUCTION )IM TR iNANSMIfER rrrxl RETURN DUCT DOWN �'� CIRCUIT HOAE NUN ® LOW VOLTAGE RELAY AWP ACOUSTICAL WALL PANEL ENC ELECTRIC WATER COOLER LEV LONG LEG VERTICAL RAIL RAIN WATER LEADERS SENSOR -" "I•-' FENCE. BARBED WARE ■ SPRNI(lER HEAD. 360 (y��-_ MOTORIZED DAMPEN -J ---p CONDUIT TURNING UP ® PHOTOELECTRIC CELL EWH ELECTRIC WATER HEATER LOC LONGITUDINAL YD YARD • • • -- TENET, CHAIN LINK S SPkWNCLcF HEAP, 270' ..- OPPOSED DAMPER I I EXHAUST DUCT DOWN ---O CONDUIT TURNING DOOM G.1 SWITCH, PUSH BUTTON, SINGLE B to B BAC( TO BACK I EXT ENTERING WATER TEMPERATURE LONG LIOUID OXYGEN YH VARDI HYDRANT - 0 0 -_ FENCE, WOOD A SPRINKLER HEAL), ifIG' . FARANLEI DAMPER r ----j CONDUIT STUB-UP M SWITCH, PUSH BUTTON. DOUBLE 880 BOILER BLOW OFF EXC EXCAVATE LOX LXXID OzrfEN S SINK ROUND DUCT BC BALA ANG COC( EXH EXHAUST LPG LIOIJEFiED PETROLEUM GAS S SANITARY SEWER Z IMPEDANCE O PENETRATING ROOR/ROOF K-MU BURNISHED CONCRETE MASONRY LINT EXIST EXISTING LPR LOW PRESSURE STEAM RETURN 5 SOAP DISH ZCV ZONE CONTROL �ALVL •••- SEED LIMIT O SPRINKLER HEAD, 90' 'tiL-- VaUME DAMPER --�-7 CONDUIT iLEEVE Q FD BOARD EXP EXPANSION LPS LOW PRESSURE STEAM SUPPLY S SOUTH ZVEI ZONE VALVE BOX SWITCH, PUSH BUTTON, TRIPLE BD BACK DRAFT DAMPER EXP EXPOSED LR LIVING ROOM S SPRINKLER LINE -- ---- ---- SOD LIMIT MQU QUIgO COUPLING O SECURITY BAR SUPPLY DUCT HE BEfWFEN EXPI EXPLOSION PENETRATING FLOOR ---♦ CONDUIT SEAL lC LIGHTING CONTACTOR LS LAWN SPRINKLER $A SHOCK ABSORBER A: AND /ROOF BFR BELOW FLOOR U..T IxTEMOR LSC LIFE SAFETY CODE SA SUPPLY AIR O AT , ;iORM DRAIN TREE, EXISTING DEC IQfA)'. F-® nfRMOSTAT - WAIL MOUNTED OF BOILER FEED LT LIGHT SAN SAMIARY WASTE ie THAT IS RE TURN DUCT CONDUIT CONCEALED IN CEIUNG OR WALLS, POWER ® C'' If AHOY 'SENSOR OfV BUTTERFLY VALVE F FAHRENHEIT LTC LIGHTING SC SECURITY NUMBER SIIBORAIN THERMOSTAT - CElIK,MOUNTED PENETRATING, FLOOR/ROOf �..--, CONDUIT CONCEAE.ED IN CEILING OR WALLS, OTHER BHP BREAK NORSE RD*f; TREE, EXISTING CONFFF �I) • SIN: ,- RECEPTACLE F FRE UNE LV LOUVER SC 5(Lb COR[ ( SEE ABBREVIATION;;) F40• BREAKER F FURNACE LV LABORATORY VACUUM SC SHOVER CURTAIN --*� 1 ♦- SUBORAIN, PERFORATED CARBON MONOXIDE SENSOR- EXHAUST dJLT SINADE TREE 0 WALL MOl1N1ED PENETRAiING FLOOR/PW /-'--� CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER � DUPLEX RECEPTACLE BUILDING LINE FA FRE ALARM LW LONG WAV Sc SPECIAL COATING CONDUIT CONCEALED IN I'LOOR OR UNDERGROUND, OTHER FA FRESH AIR LWT LEAVING WATER TEMPERATURE SCD SEAT COVER DISPENSER ATE U E D WITH ABBREVIATIONS SANITARY SEWER0 CARBON MONOXIDE SENSOR- FIEXtF0.L CONNECTION /-•-� � FOURPLEX RECEPTACLE �. B'HLDING (� (� - SEE AFOltEVlAli0N5) BLOCK FAB FACE BRICK SCH SHOWIER C(1R1AN HOOKS ARE USED WITH GLAZING C� FORCE MAIN � ORNAMENTAL TREE -0 CEILING MOUNTED ��y iR/WoSFER DUCT r EXPOSED CONDUIT, ROVER � DUPLEX RECEPTACLE, CEILING MOUNTED r�, &(TOILING FB FICC BRICK M THOUSAND SCHEO SCHEDULE v • +f BULKHEAD FC FOOT CANDLE MA MIXED AIR SCR SHOWER CURTAIN R00 CG CLEAR FLOAT GLASS C CARBON 010XKE SENSOR- ""^ BEAM fC11U FLUTED CONCRETE MASONRY UNIT NA MEDICAL COMPRESSED AR SCT STRUCTURAL CLAY TILE CG CLEAR AVSUTATINC GLASS w WATER ',UPPLY AK - SINGLE UNE (EXPOSED T, OTHER �TM DUPLEX RECEPTACLE TO SERVE TELEVISION DECIDUOUS TREE 02 WADI MOUNTED A- _S ABBREVIATIONS) I "4 BENF31 MARK FCO FLOOR LEAN OUT MAC MACHINE SCUT SCUTTLE CTG CLEAR IEMPFkED FLOAT GLASS r—• I BOTTOM OF F(E)TING FCU FAN COIL UNIT MAG MAW TIC 5CW SOFT COLD WATER CTIG CLEAR TEMPERED INSULATING GLASS F FIRE f FQ HUMIDISTAT - WALL MOUNTED —RA— RETURN AIR - SINGLE LINE HU 11 BOTTOM FD FRE DAMPER MAINT MAINTENANCE SO SOAP DISPENSER LG LAMINATED GLASS 0 q "-c ❑T E-0 DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED BRDG BRIDGING FD FLOOR DRAIN MAN MANUAL SO SMOKE DAMPER LSG LAMINATED SECURITY GLAZING T G GAS (� Hl1MDISIAT - CEILING MOUNTED —EA— EXHAUSi AR - SINGLE UNE TRANSFORMER BRG BEARING FDC FRE DEPARTMENT CONNECTION MAS MASONRY SO SMOKE DETECTOR SG SPANDREL �S� G CLAPPED SHRUB XXX DUPLEX RECEPTACLE. EMERGENCY BRIT BRACKET TG TINTED FLOAT GU►SS -H�- HIGH PRESSURE STEAM r BRANCH CIRCUIT PANEL BOARD FON FOUNDATION NAR MATERIAL SD STORM DRAIN TEMPERATURE SENSOR- —OA— OUTSIDE _ UNE M BY BA EVENT FDR FEEDER MAU MAKEUP AIR LINT 5F STEAM EXHAUST VENT TIG TINTED INSULATING GLASS H � FOURPLEX RECEPTACLE, EMERGENCY W BY BATH TUB FE FIRE EXTINGUISHER WAV MANUAL AIR VENT SEC SECONDARY RG TINTED TEMPERED FLOAT GLASS -MPS---- MEDIUM PRESSURE STEAM WAD MOUNTED SINGLE LINE REDUCER LI.[I gSTRIBUiIOM PANEL BOARD BTU BRITISH THERMAL UNIT FEC FRE EXTINGUISHER CABINET MAX MAXIMUM SECT SECTION TlIG TINTED TEMPERED INSULATING CtA" _ _ �! DUPLEX RECEPTACLE. LOWER SWITCH POLISHED ORE GLASS -LF'S LOW PRESSURE STEAM TEMPERATURE OLIN SENSOR- `VVVv ".AA SINGLE UNE FLEA DUCT EQUIPMENT CABINET, AS NOTED BTUH BRITISH THERMAL UNIT PER HHOIAR FF fiHISH FLOOR WB MACN#NE BOLT SECT SECRETARY MIG CEILING MOUNTED BUR BUILT UP ROOFING FH FILTER HOUSING MB MOX' BASIN SENS :TENSIBLE LIGE/UGT UNDERGROUND ELEC/TELEPHONE r � SWITCHBOARD � DUPLEX RECEPTACLE. SWITCHED BV BALL VALVE FH FIRE HYDRANT MBD MARKER BOARD SF SQUARE FOOT O DUCT SMOKE DETECTOR �- -- NEW TO EXISTING CONNECTION PON RANGE RECEPTACLE FK FIRE HOSE CABINET MBH THOUSAND BTU PER HOUR SF SUPPLY TAN - -OHP— — OVERHEAD POWER C CONDENSER WATER FIG FIGURE MBTUH THWri AND BTU PER HOUR SFCMU SPLIT-FACED CONCRETE MASONRY' UNIT DUCT STARE PRESSURE SENSOR [�T] CURRENT TRANSTORMER ENCl05URE SPECIAL RECEPTACLE Lij C CONDO FIN F7NSH MC MECHANICAL CONTRACTOR SFU STRUCTURAL FACING UNIT HOT LAMA SPRINKLER HOT LINE �A CA COMBUSTION AIR FIX FIXTURE Mc MEDICINE CABINET SGL SINGLE PIPING-HEATING PIPING-AIC A REFR QM METER (MARK INDICATES OUTLET N SCHEDULE. CAB CABINET FL FLOOR MCA MINIMUM CIRCUIT AMPS SIH SHOWER - --TAT-- tAWN `PRINKLER LATERAL _ (j)- - O FLUSH FLOOR OUTLET BOX CANT CANTILEVER MSN FLASHING MCB MAIN CIP(XJIT BREAKER SHEATH SECURITY HOLLOW METAL L__ _ _ - -HWS--- LOW TEMP HOT WATER SUPPLY -_- CWS CHILLED WATER SUPPLY (EN GENEPATOR /r CAP CAPACITY FLEX FLEXIBLE MCMI THOUSAND CIRCULAR MILLS SHM SHEATHING FLUSH FLOOR BOX LITH DUPLEX RECEPTACLE \` CAS CASING FLUOR FLUORESCENT MD MANUAL VOLUME DAMPER SHY SHEET - - -NNP- .- - LOW TEMP HOT WATER RETURN - - _ COO-- - CHUID WATER RETURN AUTOMATIC TRANSFER SWITCH FLUSH FLOOR 80x NTH FOUPPLEX RECEPTACLE .Bo CHALKBOARD FLM FULL LEN MDO MEDIUM DENSITY OVERLAY SHW SOFT HOT WATER GENE RAL SYMBOLS RT GPD CONDfNSAYE DRAIN FLM FULL LENGTH MIRROR MECH ME(J+ANCAL SIM SIMILAR - H/H5 ---- HIGH TEND HOT WATER SUPPLY HCS NOT/CUAILED WATER SUPPLY stn CCTV CLOSED CIRCUIT TELEVISION FM FACTORY MUTUAL MEMO MFMBRANE St SHORT LEG -- -. SYSTEM GROUND ELECTRODE MULTDEVICE FLOOR BOX WITH DUPLEX AND CE COVER ELEVATION FRIM FRE MAIN NET METAL _ -_ HTWR - - - HIGH TEMP HOT WATER PETURN _ _ HOi CiLIfD WATER RETURN . DATA OUTLETS, DIVDED 2 GANG BOX WITH SENT SEALANT - HCR / `� SINGLE GANG PLASTER RING (£M CEMENT FME FLOW MEASURING COUIPMENT MEZZ MEZZANINE SM SHEET METAL a__ ----DETAIL NUMBER MEDIUM TEMP HOT WATER SUPPLY �J THERMOSTAT CENT CENTRIFUGAL FO FACE OF MFR MANUFACTURER SM SPRINKLER MAIN - - MlXS -- .. CONDENSER WATER SUPPLY H CER CERAMIC FO FINISH OPENING MERG MANUFACTURING SI+0 SANTARY NAPKIN DISPOSAL CROSS REFERENCE EARTH Y MUSHROOM -rr, MULTI-RECEPTACLE STRIP, Ox CIKIC FEF1 FOC FACE OF CONCRETE MG MOTOR GENERATOR - -_ - - - -CR-- - _. MT1B _ _ MEDIUM TEMP NOT WATER RETURN CONDENSER WATER RETURN SPACING AS INDICATED SNV SAMTAPY NAPKIN VENDOR -$HEFT ON WHICH DRAWN LOW PRESSURE STEAM SUPPLY c WATER LOOP SUPPLY CFM CLEC FEET PER HOUR FOE FACE OF FILL MH MANHOLE $P STATE PRESSURE (H2O) ® c ® ELECTRICAL MANJf10U OFN CUBIC FLET PER MINUTE FOE NEL O0. FILL MH METAL HALIDE SP STAND PIPE GRAVEL/BALLAST LPS W. DIVIDED RACEWAY CG CORNER GUARD FOM FACE OF MASONRY MH MVP HOLDER SP STATIC PRESSURE _ LOW PRESSURE STEAM RETURN _ - WATER LOOP RETURN fflELECTRICAL HAND HOLE IJ FLUSH ,UNCTION BOX, CEILING MOLINTED CH CHANNEL FOR FUEL OIL RETURN MIN MINIMUM SPEC SPECIFICATIONS - - -- - - WIP - - - U CAST IRON FOS FACE OF STUD MISC MISCELLANEOUS Srx SPRINFKLER v SAHI) MEIN PRESSURE STEAM SUPPLY REFRIGERANT LIQl1C © MOTOR CONNECTION. NOR$EPOWER AS NGCATED DETAIL OR WALL SECTION __► FRL-- JUNCTION BOX ABOVE SUSPENDED CEILING CI CAST NIST FOS FUEL OIL VENTSUIPPY ML MOTORIZED D LOUVER SPL SOLING PRESSURE LEVEL 7 =. T� - - 5 MANUAL SWATCH, WITH FUSE MTH FLEX CONNECTION 2 GP CASTIN PLACE FOV FUEL OIL VENT MICri• MOVING SPL SPECIAL � .I CQU�� _ _ _HCR _ _ _ HIGH PRESSURE STEAM RETURN _�_ _ _ aEFRKERANl SUCTION F � FZ(�,,k JUNCTION 80x, WALL MOUNTED GP CAST IRON PPE FOW FACE OF WALL M;0 MAIN LUGS ONLY SPL DIX SPLASH BLOCK CIRC CIRCULATING FP FIREPROOFING MI Mk MILLWORK 50 SQUARE FOS FUEL OIL SUPPLY RHG-- REFRIGERANT HOT GAS ST MANUAL SWITCH, WITH THERMAL OVERLQAD ui CJ CONTROL JOINT FPO FIRE PUMP DISCHARGE MO MASONRY OPENING SS STAINLESS STEEL � 0 SURFACE JUIICTION BOX, CEILING MO1Oh'i, CJA CONTROL JOINT ABOVE FPM FEET PER MINUTE MPG MEDIUM PRESSURE GAS PRECAST CONCRETE -- - FUEL CIL RETURN RD REFRIGERANT DISCHARGE SM MOTOR RATED TOGGLE SWITCH SSA STORM T7HELIER AREA - FOR --- - OKT CIRCUIT FR FIRE RESISTIVE MPR MEDIUM PRESSURE STEAM RETURN SS SERVICE SINK v I SURFACE JUNCTION BOX, WAIL MOUNTED DETAIL REFERENCE i MAUETIC MOTOR STARTER q(T &! CIRCUIT BREAKER FR FRAME MPS MEDIUM PRESSURE STEAM SUPPLY SS SOLID SURFACE v - -- -FOV --- - FUEL OIL VEINY -_____ � __ ___ CONDENn,,AIE DRAIN ® Q CL CENTERLINE FS FLOOR SINK MR MIRROR SS SANITARY SEWER STEEL PLUMBING L� DISCONNECT SWITCH, MiN FUSE / PULL BOX CL CIRCUIT UNC FS FLOW SWITCH MR/S MIRROR MiH SHELF ST STAR / EQUIPMENT CONNECTION CLC CEILING FSD FRE/SMOKE DAMPER MS MAGNETIC SMARTER ST STORM SEWER CW DOMESTIC COLD WATER ^� GAS O-�, Y CLOS CLOSET FSS FOLDING, SHOWER SEAT MiD MOUNTED L I GYMFLOOR G D SCONNECi BOUTON, MTHOU• NSE STAC'D STAGGERED OR K 0 CLR CLEAR FT FEET (FOOT) MTG M(VJNTING STC SOUND TRANSMIL: ON CLASS _ DOMESTIC COLE) WATER -- _ SOFT COLD WATER CM CEWNG MOUNTED FT FIN TUBE Mn METAL STD STANDARD WOOD -sN w ' a cCTM61NAT10N MOTOR STARTESR ® EOUIPMENT CONNECTION CMP CORRUGATED METAL PIPE FT FLOW TRANSMITTER MTWR MEDIUM TEMP HOT WATER RETURN STE SINGLE TAPERED END ' BUILDING ELEVATION © (CONTINUa15 BLOCKING) 110 HW 110T DOMESTIC HOT WATER _ SHW SOFT NOT WATER 0 v ® SPECIAL SYSTEMS CONTROL PANEL Q UGk1ING CONNECTION BOX y.J ��ii" CMU CONCRETE MASONRY UNIT FTG FOOTING MTWS MEDIUM TEMP HOT WATER SUPPLY STIR STRINGER WOOD CO CLF AN OUT FUT FUTURF MUL MULLION STL STEEL ® (NON-CON11NU05 BLOCKING) 110 HW LIOY DOMESTIC HOT WATER Y TEMPERED �A /�'! CO CONDUIT ONLY FVC FIRE VU_VE CABINET MV MERCIJRY VAPOR STOP STORAGE FIRE ALARM SPECIAL SYSI EMS � �/1 CO2 CARBON DIOXIDE FWC FABRIC WALL COVERING MV MEDICAL VACUUM SiR STRUCTURAL - STRUCTURE �� -- ----- DOMESTIC NOT WATER (GENERIC) - DO DISTILLED WATER - COL COLUMN SUB SUBSTATION A ® 1RH1 FACP FIE ALARM 'ONTRQU PANEL CORM COMMON G GRILLE N NTROGFN SUBFL SUBFLOOR ( �~SH) - 110 NMC -- IIOT DOMESTIC HOT WATER REGRCIXATING DE DEIONAZED WATER -4 TELEPHONE OUTLET, WALL COMB CUMBINATIONN C NATURAL GAS N NORTH SURF SURFACE v ELEVATION WITH fM fMf ALARM ANNUNCIATOR PANEL COMM COMMUNICATIONS GA GAUGC N20 NITROUS OXIDE SUSP SUSPENDED G v 8 MULTIPLE ELEVATION$ r� 140 HWC - 140E DOMESTIC HOT WATER RECIRCULATING ---CL) _- CONDENSATE DRAIN -qw TELEPHONE OUTLET, +60' AFF. ^W` AT ONE DETAIL NUMBER = GLASS F MANUAL FIRE ALARM PULL STATION P PAY TELEPHONE OUTLET, +60' AfF. L O COMP C(1LP051TC GAL GALLON N;A NOT APPUCABIE - DOMESTIC HOT WATER RECRC (GENERIC) VAC VACUUM COMP COMPRESSOR UNIT GALV GAL-VANZED NC NORMALLY CLOSED SV SOLEH'OIO VALVE --'- COMPR COMPRESSIBLE GB GRAB BAR NC NURSE CALL SW SHORT WAY C CONC CONCRETE GCO GRADE CLEAN OUT NEC NATIONAL ELECTRIC CODE STONE STORM DRAIN ABOVE FLOOR Ly LABORATORY VACUUM f� FIRE ALARM BELL FLUSH f100R BOX LOTH TEIfF'FEOIE OURET SW SWITCH CONE CONfFRfNCf GCMU GLAZED CONCRETE MASONRY UNT HEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN. SWBD SWITCH BOARD f FIRE At" MORN CONFIG CONFIGURATION GPD GARBAGE DISPOSAI NEUi NEUTRAL _.i,__ STORM GRAIN BELOW BOOR My MEDICAL VACUUM ® TELEPHONE CARNET, SIZE A5 NOTED SOUP STEAM WORKING PRESSURE �� / n L v I CASEWORK ELEVATION NCE[S NITROGEN !r FRE ALARM VISUAL WARNING SIGNIL < (\ •AXI I asCONN CONNECT GEN GENERAL NIC NOT A CONTRACT STI! SYIIAETRCAI --S OVERFLOW SiORM DRAIN ABOVE FLOOR N-- � �• TELEPHONE 6ACKBOARO, SIZE A$ $NOMI CONN CONNECTION CEN GENERATOR NG NORMALLY OPEN OSD a FiRE ALARM/ BELL WITH VISUAL WARNING SIGNAL CONST CONSTRUCTION CFA GXROSS FLOOR AREA NO NUMBER T TEMPERED - - - CONCRETE MASONRY UNI' CARBINE DIOXIDE Q t DATA OUTLET, WALL OVERFLOW STORM DRAIN ABOVE FLOOR CO2--- CONi CONTINUOUS GET GLASS FAULT INTERRUPTER NO NITROUS OXIDE T THERMOSTAT OSD�-^� F�/ FRE ALARM HORN WITH VISUAL WARNING SIGNAL TELfPFHONE/DATA OUTLET, WALL CONV CONTRACTOR OR CONTRACT GHP GLASS -FIBERWAT REINFORCED CONCRETE NOM NOMINAL T R B TOP k BOTTOM PROSECT NORTH BRICIK VENEER N20 - NITROUS OXIDE 06 z COIN CONVECTOR (#IR GLYCOL-WATER HEAIINC RETURN NS NEUTRAL SENSOR T R G TONGUE d GROOVE1113 SANITARY WASTE ABOVE FLOOR OXYGEN �1 MIN FIRE ALARM HORN WITH VISUAL WARNING SIGNAL Q DATA OUTLET. CEILING CORR CORRIDOR GHS CIYCOL-WATER HEATING SUPPLY NIS NOT TO SCALE T TREAD ONI�I-'II METAL STUDS Ox- C lF !ONOENSEP. PUMP C GALVANIZED PON TAN TANGENT I SANITARY WAST[ BELOW FLOOR � FiRE ALARM SPEAKER VAIN VISUAL WARNING SIGNAL 11 • 1 FLUSH FLOOR BOX MITI DATA OUTLET CP COVER PLATE CL GLUE LAMINATED 0 to O CUT TO OUT TB TERMINAL BOX '� � LOX UQL1D OXYGEN C� CFS CYCLES PER SECOND CL LASS OA OVERALL TB TOWEL BAR - tF(7ND/KFY NOTE ''"'"X' PRECAST (IN PLAN) ---- V- VENT I O //1 CPT CARPET (IMLI (.LASS MASONPY UNIT OA OUTSIDE AIR TBD TACK BOARD -----A------ -. A COMPRLSSED AIR OO SMOKE DETECTOR - IONIAl1pN TYPE (D DUCT) ELFISH FLOOR BOX W/ TELEPHHONE/DATA OUTLET vJ CR CONDENSER WATER RETURN GNU GROUND 085E OBSCURE TC TEMPERATURE CONTROL - --_ VENT BELOW FLOOR 11 CR CORROSION RESISTANT CAVY GOVERNMENT OC ON CENTER SIF (LAk(E ��) - --"- .--__ LABORATORY COMPRESSED AR © SMOKE DETECTOR - PHIOTTELECTRIC TYPE D - DUCT CLOCK TC TIME CLOCK --LA-- ( ) CS COLINTERSNK GPH GAJ LONS PER HOUR OD OUTSIDE DIAMETER TO TRENCH DRAIN AW ACD WASE D CL(3GI - MASTER CS COMBINATION SEWER CI'W GALLONS PER MINUTE OD OVERFLOW DRAIN n 11IIN NE r--±•+ PLYWOOD (LARGE SCALE) --.--MA MEDICAL COMPRESSED AIR I SMOKE DETECTOR - IONIZATION TYPE F�M -� 1pH TOTAL DYNAMIC HEAL' O 4 CS CONDENSER WATER SUPPLY GR GUARD RAIL OF OUTSIDE FACE TEL TELEPHONE AV ______ ACID VENT CLOCK - DOUBLE FACE GSK COXINYERSUWK cJt GRADE OVFL OVERFLOW TEMP TEMPERED - TEMPORARY GYPSUM WALL BOARD L5 UWIV SPRINKLER © sMOKF DETECTOR - PNOlOELECiRIC TYPE SDS CSMU CALCIUM SWICATE MASONRY UNIT GR GRILLE OFC OWNER flJRNISHFD CONTRACTOR INSTALLED TEMP TEMPERATURE (LAM ALL) VALVES FITTINGS O HEAT DETECTOR RATE-OF-RISE AND iIXEC D eC CLOGK - OUTIET co CSP COMBINATION STANDPIPE GRC GALVANIZED kKAD CONDUIT OFF OFFICE IERR 1ERRAZ70 CS1J CONSTRUCiION JOINi OStC GLASS REINFORCED CONCRETE OFOI OWNER FURNISHED OWNER INSTALLED ? u TEMPERATURE, 135 F TEXT TEXTURED ----� P(,XW NtIMi F CSMK CASEWORK GRCI' GLASS REINFORCED GYPSUM PLASTER OHP OVERHEAD POWER TOL TOGGLE = BATT INSULATION CO /� CLEAN OUT --n-_ EXPANSION LOOP a HEAT DETECTOR. RATE-OF-RISE AND FIXED TIME Q(X7O ----- .. CT COOT INC TOWER GRS GALVANIZED RIX STEEL OHT OVERHEAD TELEPHONE TH THRESHOLD - WALL CLEAN OUT TEMPERATURE. 200 F CLASS PROGRAM BELL WCO� BALANCING VALVE HEAT DETECTOR, FIXED TEMPERATURE ONLY, CT CERAMIC TEL GS GASOLINE OOP;, OPENING TH TOWEL Hg01 - -- CT CURRENT TRANSFORMER GV GATE VALVE OPP OSPQSIiT THk THICK(NESS) O RIGID INSULATION O - FLOOR LEAN 007 O' BUZZER r: CTR CENTER CW GREASE WASTE ORE OVERFLOW RAIN LEADER DOOR NI IMHI k -•. CO o-� BALANCING VALYL 13S F D7 'MC CU COFFER GWB GREASE WALT BOARD ORD OVERFLOW STORM DRAIN PMR TILL MIRROR UNIT __bS__-- WITH METERING POINTS TOB TOP OF BEAM GRADE CLEAN OUT HEAT DETECTOR, FIXED TEMPERATURE ONLY, CCY CHIME PROTECTION BOARD Q CU CONDENSING UNIT GYP GYP" OShY OUTSIDE SCREW AND YOKE TOC TAF O CONCRETE �z�� IDOIIBIE CLEAN (TUT) _�,_ BALI VALVE 200 F L_� w CU CUBIC OTCS OPEN TO CEILING SPACE TO TOP OF FOOTING VOCE EVACUATION SPEAKER 'V SPEAKER, WALL m CLU COMFXNATION UNIT H HEIGH7 OVHD OVERHEAD ME TOILET O LIN✓.OW NUMFIFF i CARPET (LARGE SCALE) �_ — FLOOR DRAIN /FLOOR SINK -__H;-- BUTTERFLY VALVE F 5 SNEAKER, CEILING Nm. 0 CJ)H CALANET UNIT HEATER H 1E HOOK ONE END Ox OXYGEN TOP TOP OF PAYING Co FRE ALARM MAGNEX DOOR HOLDER O CDN COLD WATER H8 HUV BOB TOS TOP O STEEL ,o ROOF / OVERFLOW DRAIN � � CV CONDOM VENDOR HC HANDICAP' P PAINT TnW TOP OF WALL ZCTr� ACOUSTICAL TILE (LARGE SCALE) © REMOTE INDICATOR LAMP �� _ VALVE (GENERIC) � SPEAKER/HORN, WALL O Q CMR CHILLED W#IER RETURN HC HOLLOW CORE P POLE TP TRIP XX RISER ro -.{_.F- CHECK VALVE X INTERCOM CAUJ3ACK $TALION, WALL Ir CWS CNLLED WATER SUPP' LY NCL' HANDICAP RENICH P/7 PRESSURE OT � TiLE (LARGE SCALE) W9 OMY VALVE �• / /1ENPERATURE TEST PORT TRANS TRANSVERSE SECURITY POOR NUMBER CY CUHIC YARD HCz HOT / OHLLEO WATER RETURN P PUMP TRD TREAD D0045POUT NOZZLE ---� - It, _ CONCFNiRIC RFWCER INTERCOM HAND SET � � Q 0 WATER FL.i ALARM $ITER 14 CYL CYLINDER NCR HOT / OYER O WATER SUPPLY PA PUBLIC ADDRESS TS TUBE STEEL SENSOR _._.(-4 WALL HYDRANT _ - ECCENTRIC REDUCER ® TAMPER SWITCH i-Q VCILUME CONTROL, WALL P. �.L'1 hU HAND [WRYER OR HAP DRYER PAN 8 PANIC BOIL 15 TUBE STEEL t �) I D DRAIN HDBO HARDBOARD PAR PARALLEL TSP TOTAL STATIC PRESSURE WALL TYPE M MICROPHONE OUTLET, WAIL T1 TEMPERATURE TRAN_ANMP --+ �,,.-__ STEAM TRAP D D DIV POST INDICATOR VALVE SWITCH ) HOSE EMS �' 0 DEP*H HUR HEADER PSI PARTICLE BOARD c _ ---� ALK',NMENT GLADE �• FLUSH Fl(LYR BOX IHiN MICROPHONE OUTLET DO, HONG HARDWOOD F'!I PULL BOX TT TERRAllO 111E FLEXIBLE CONNECTION DB DRY BUR HOWR HARDWARE PB PUSH BUTTON TPD TOILET TISSUE DISPENSER Q REVISION NUMBER -�_ FQ REAM TPANSMITIER " D8A DEFOpM(T) BAR ANCHOR HFv NOSE OND VALVE PBS PUSH BUTTON SiATON TV TELEVISION PIPE ANCHOR __� _ FLOW DIRECTION D& DOUBLE HID HIGH INiENSITY DI". ARGE PC PRECAST TW TACK WALL -- v 1-� BEAM RECEIVER � DIRECTORS HEADSET (K DIRECT CURRENT HM HOLLOW METAL PC PUMPED CONOEN SATE TYP TYPICAL PIPE EXPANSION JOINT O TELEVISION OUTLET, WAIL DF DUST COLLECTOR HOA HAND OFF AUTOMATIC PCU PAPER CUP DISPENSER --I3- --0y--- GATE iKJ DUMMY CONTROL JOINT HORIZ HORIZONTAL PCF POUNDS PER CUBIT; FOOT iRE FIGHTERS TELEPHONE I 11 U UPNAL __—j PIPE CAP _-_Y_ CLOS[ © TF.LENSICN OUTLET, CENING 0 O PENNY(AS NAZI TOLD) HP HEAT PUMP PCT PORCELAIN CERAMIC ME UBC UNIFORM BUIIDNG CODE DD DIRECT DIGITAL HP HIGH PRESSURE Pp PRESSURE DROOP LIC UNIT COOLER PIPE UP OF DEIJNZED WATER HP HORSEPOWER PD PUMP DISCHARGE UG UNDERGROUND _ - MANUAL AR VENT 0 TELEVISION TERMINAL CABINET DEC DEGREE HPR HIGH PRESSURE STEAM RETURN PDI PLUMBING MI DRAINAGE INSTITUTE UGE UNDERGROUND ELECTMCAI --� PIPE DOWN W 0l PR DDCPRESS(IONxED) HPS HNC+ PRESSURE SOCINUM PE'N1 PENTiIOUSE OCT UNDERGROUND TELEPHONE �-_ AUTOMATIC AR VENT SECURITY C DEPT DEPARTMENT HPS HNGI PRESSURE STEAM SUPPLY PERF PERFORATED UH UNIT HEATER _�-__ PIPE TEE, LIP W-D ALARM PUSH-BUTTON v- (-�QPAGING HORN UL UNDERWRITERS LABORATORIES PIPE TEE, DOWN --4'4N-- PLUG VALVE v OE1 DETENTION HR HANDRAIL PERP PERPE FACTOR PRESSURE GAUGE (F DRINKING F(iLNTAIN NR NOIR PF P(1WER FACTOR UNEX UNEXCAVATED [� CARD READER SOIMU OCTEC'TOR ALARMfr OFR DF SEL FUEL RETURN NS IEADSTLD F'G ISRES"ARE GAGE UNnN UNFNISFED (� OFF DIESEL FUEL SUPPLY HSiR HIGH STRENGTH PH PHASE LINO UNLESS NOTED OTHERWISE --ROH— UNION _V CALL BUTTON OO GLASS BREAK DETECTOR DEV DIESEL FUEL VENT HT HEIGHT PI POINT OF INTERSECTION UR URINAL SOLENOID VALVE r� DG DOOR ONLLE HiG HEATING FI PRESSURE NI I;ATOR UID UNDERGROUND RESIDENTIAL. DISTRIBUTION L_ DIRECTION OF PIPE PIiCH [fl FACILITY INTERCOM )-^ SECURITY KEYPAD OR OUCT HEATER HTR HEATER PIC PORTABLE INSTRUMENT CONNECTION U$ UTiUTY SHELF �-' ANGLE VALVE � DI DISTILLED WATER HTWR HIGH TEMP HOf WATER RETURN PIT' POST INDICATOR VALVE UTIL UTUTY _Y— AQUASiAT O LIDS HANDS FREE INTERL(1M l`--� VEHICLE DETECTION LOOP 01 INICTILE IRON f1TWS HIGH TEMP HOT WATER SR)PPIY PL PLACE(S) 11V UNIT VENTILATOK - �._ AUTOMATIC CONTROL VALVE 2-WAY � DIA DIAMETER HUM HUMIDIFIER PL PLATE WATER HAMMER ARRESTER @ INTRUSION DETECTOR, CEILING XXX VIDEO CAMERA - (EILINC, CAG DIAGONAL HV HEATING VENTILATING UNIT PLAM;PI PLASTIC LAMINATE V VENT ANESTHESIA EVACXUAilkN AUTOMATIC CONTROL VALVE 3-WAY DIFF DIFFUSER HVAC HEALING VENTILATING AND AIR CONDIT(INMG PLA$ MASTER y VOLT _ __,,S)[ -� i-�D INTRUSION DETECTOR. WALL H� VWO CAMERA - WALL DIM DiIENSIOI HW DOMESTIC NOT WATER PtBG PLUMBING V VACUUM —__+� MEDICAL COMPRESSED AIR OUTLET —n_- AUTOMATIC FLOW CONTROL VALVE OF INTRUSION DETECTOR RECEIVER 0 VIDEO MONTT(* 0150 SW DISCONNECT SM1CH NWFC DOMESTIC NOT WATER HREGRCUlA1NO PLYWD PLYWOOD VA VALVE �� DEIONZEU WATER OUTLET - STRAINER O INTRUSION DETECTOR TRANSMITTER D C VISITOR INTERCOM Disc DISCONNECT NMR LOW YEW HOT WATER RETURN PNEU PNEUMATIC VAC VACUUM I DISCI DMSO TARGE HWS LOIN TEMP HOT WATER SUPPLY t'NL PANEL VAV VARIABEF AR VOLUME LISA DISTRIBUTION HX HEAT EXCHANGER POC POINT OF CONNECTION VB VAPOR BARRIER DISTILLED WATER OUTLET ��pp111111 Dl DEAL) LOAD HZ HERTZ MYRC PORCELAIN VB VINn. BAS[ --�� __ TEST rRE AND T[MPERATURF Q MOTION DETECTOR ® DOOR CONTROL PANEL k OM DAMPER MOTOR 1'R PAIR VBF VENT BELOW FLOOR NATURAL GAS OUTIET r OMPR DAMPER IB INFRARED BIRNER PREFAB PREFABRICATED VCO VENTED COVE BASE TEST FORT DN DOWN TC INTI-RCON PPa PRfxECiIOM -�; © INDICATOR LIGHT _ CEILING � ACCESS CONTROL COMPUTER O C VCP VITRIFIED CLAY PINT + NTROGCN OUTLET � YHERMCWTER ♦-@ INDICATOR LIGHT - WADI @I SECURITY SYSTEM PANEL t LIN DOWNSPOUT NOZZLE ID INc10E gAM(nR F'RV PRE551.MRE REDUCING VALVE VCT VINYL COMPOSITION TRF DO OR ' DITTO IF NVERT ELEVATION F'S PIPE 'AtPPORT VD VOLUME DAMPER -- MANUAL F NITROUS OXIDE OUTl t PUMP (GENERIC) EXEC DAEPPRCTOFTIC IES ILLUMINATING CNGNE[RING SMIY P5 PROSECTION SCREFN VEL VELOCITO -0 �- LIIRj— LASER BEAM RECEIVER ,CM EMERGE ICY PNOPIf' - WALL i� c IS PRESSURE REDUCING VALVE WATER SYSTEMS (IPS OFTERENTIAI PRE55URE SMTrH IF INSIDE FACE PSF POLIOS PER SQUARE FOOT VENT VENTILATION OXYGEN O1TH T _...play-_ f ) G --E'er PRESSURE RE011A1NC VAI VE (GAS SYSTFiHCI U!T - LASER BEAM TRANSMiiER p�FM EMfR(ENCr FMIOHIE - BOLLAR! C DR DOOR ii. ISpATED GROUND P51 POUND') PER SQUARE NCH VENT VENTILAIOfR DR DRAIN IH INTAKE HOOD PSV PRESSURE SAFETY VALVE VERY VFRTLAL -meq VACIIUM OUTEi }� RELIEF VALVE © MAGNETIC CONTACT a 1 US DOWNSPOUT IJ ISOLATION JOINT PT MASiER TRAP VEST ASTBUIIIE T 2f OS DISTILLED WATER IIS N JOIST SPACE Pi POINT VE VINYL FLOOR NEW TO EXISTTNC CONNFCTKIN POINi � OE DRY SIANDPPE IMC. INTERMEDIATE META[ CONDUIT PT POTENIIAL TRANSFORMER VPD VARIABLE FREfUENCY DRIVE � NURSE CALL FIRE PROTECTION AREA CONTRO UNIT --"-- - F© OOIQ / ZONE TIGHT - WALT on DETAIL IN NCH FlD PACER TIMI DISPENSER rw VIXt11ElER ----- +. O OTR DUCT THRU ROOF INC w.tUD (NG) PiD/R COMBINATION TOWEL Df9TNSER/R[CPTACLE VDl VOLUME F_ FiRE PROTECTION WATER SUPPLY --�- SPPNKLER HEAD. PENDANT V DW D(S1HWA'HCR INrSUI INSULATION PTH PARTITION VI' VENEER PLASTER F® DUAL RED STATION ♦ DUTY STATION y 15 DOG DRAWING NT NlER101R PVC POLYVINYL CHLORIDE VP VACUUM PUMP — SM SPRINKLER MAIN ___e;._ SPRIHOLfP CAU' lli'RICNT FON SNCI-E BLD STATION E® EMIPGENCY STATION = �j OWI DOWEL CP PON PPE. PVI NANY OF VERTICAL INTERSECTION VwC VARIABLE SPEED MOTOR CONTROLLER SPRINKLER HEAD. 910E WALL in I' I DOUR DRAMR IW INDIRECT WASTE PVT PONT OF VERTICAL TANCrENCY Vi VINYI TILE --w ALARM VAI VF, WT -� RATH STATION TATH PULL E-® MASTER STATION Q Q DXS DO W EXTRA ST"G PWR POWER VTR VENT THROUGH ROOF FS �-�t VWC VNrI WAI.ICOVERNG ALARM VALVE. DRY - FLOW SWATCH i N� ANNINCIATOR CJ NETWORK CONTROL UNIT Oi QUARRY EWE FPf PROTECTION RISER - PRESSURE SMT(yl F* CODE BINE STATION 1,# STAFF REGISTER STATION OTR RIND QUARTIR ROUND W 6A I— __ _ .— ------------ - ---- _ - FIRE DEPARTMENT CONNECTION � OSMtY .WAVE @ DOME / LONE LIGHT - CE0.NG �y STAFF STATION ___ I — I ____ - I I— . —.1... I I . ., __ - -_... I wl'*j�oW' — — - _1_1 �11' .. I I I .*'*�*"-'-'' ". - -, __ __ -110000morAlmoulft. A LEGOLITY STRIP N,+ 0" ' 2 3 4 "S g 7 H 9 I•-) I 12 1 i4 II, 17 149 19 20 P1 22 23 2•L 2R 20 27 2A 29 is - , I.- It . _ :. .. M. 'II"iT ( ,'r.' FSI I I QI I�� = 0 !'-7-I • 1 1 I � 1�� 1 1 ) -�.1 -:I w� 1 �► �. 4�,�L� Ia �.i L�.11u�LI,d-Il" U�.{�1U�1. .1.1�1��IJ U." f ��_�.,lI „, . 1: • ."., _. ' - ,.. T-_„ -.1- ..: -. .. :3 11 x 1r y A- ;h, ,. - . .:I� - vl' NERAL NOTES - - i• C N ME LAI :TUDS LEGEND NOTES —. (JAU PEN S1RU( WITH NOR11 AT Ib' UC `\ 3 5/h' - TOGA. METAL--7 JOINT kfINf' AT 18. OC. S 5/8' — TOGA WETAL 1 GENERAL NOTES APPLY TO ALL SHEETS. STUDS AT 24' oc. /: STUDS AT 24' OC. 5/e' Gvm.___.._..� ALL DIMENSIONS ARE ACTUAL AND ARE TO FADE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. TOP OF WALL DIMENSIONS ARE TO THE TOP Of FRAMING. 3 FLOOR SPOT ELEVATIONS ARE SHOWN THUS --- [L- 5/8- — EACH SIDE 1• GNB— 5/8' GEN) AT 4 ALL INTERIOR CMU WALLS SHALL BE 8" NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. INEP PANELS --_- IYPE D3 WUND BAIT INSUL SOUND BATT INSUE..—_ ,(April BATT N15U1.--AT WALL IYI'E Al �._ AT WALL TYPE C1 & C2 AT MILE TYPE DT � 0? ALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS SEE THIS SHEET FOR WALL TYPES. ALL INTERIOR STUD PARTITIONS ARE WALL TYPE "A" UNLESS NOTED OTHERWISE. 1 5/8' METAL STUDSA AT 16' O.C. To e' ABOVE FIN. CEILING - G ALL WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING ''al INSULATED WALE ABO FI TO O � /� PLAN NOTES. ABOVE FIN CEILING /c\1 STC 48 TEST 'i(x)NE) WALL 4)1 ` SIC 48 TE;1 SOUND WALL /A,-,\ STUDS ONLY WALL. ? PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NONBEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING NO GWB AND INSULATIONPE 1 1 R UL DESIGN 0465 /D PER UL EIESIGN U465 ITR FIRE AND SMOKE \2 1 Hk FIRE, AND SMOKE (1 STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL, FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK KF SMO � 5/e' GMB i0 6' ABOVE � 2 LIR FIRE AND ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RA11NG OF RESPECTIVE WALLS. FIN. CEILING.T SIMS SHALE PER UL DESIGN SM( 6 SEE SHEET CP2.0 FOR LOCATION OF WALLS OF FIRE-RESISTIVE CONSTRUCTION. ALL WALLS OF FIRE-RESISTIVE CONSTRUCTION EXTEND TO STRUCTURE SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE. y. NOT USED. NOTE PROVTDF 1/2' FIRE RESISTANT TREATED PLYW IOD WAINSCOT TO 4'-0' ABOVE WALL TYPES St FiNt NFp FLOOR AT All. ABOVE GRADE SEWNI GGRRIUOkS AND EXIT PASSAGEWAYS 10. SEE STRUCTURAL DRAWINGS FOR BRACING OF NONLOAU BEARING MASONRY WALLS. czae _ 11. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS: I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, RAILINGS, ETC. 12 GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL. JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS, 13. MASONRY CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS. 14 THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING ITEMS: 1. FURNITURE AT SOFT SEATING CLUSTERS 2. PLANTERS AND LANDSCAPING PLANTINGS WITHIN CONCOURSE. 15. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTOR WITH ROUGH-IN INFORMATION NECESSARY TO ACCOMMODATE THE INSTALLATION OF OWNER FURNISHED AND INSTALLED OR OWNER FURNISHED/CONTRACTOR INSTALLED ITEMS. 16, THE CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. In� 1GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR AND THE (�•J 1 ARCHITECT. IH. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS SIZE AND LOCATION OF EQUIPMENT W PADS SHOWN ON PLANS. 19 DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWN NOMINAL ALLOW FOR 1/4--INCH SHIM AND SEALANT OF EXTERIOR FRAMES. 20. ARCHITECTURAL FINISH FLOOR ELEVATION ',00'--0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 228.5 FEET. I 21. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 6 INCHES ABOVE FINISHED CEILING, UNLESS NOTED OTHERWISE. 22• FIRE RATED ENCLOSURES AROUND ALL STEEL COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF DECK ABOVE FOR EACH LEVEL 23, SCRIBE GYPSUM BOARD OF WALL AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ANY PARTITIONS. S EIS LY SU ED NGS HOWN SHE 0.1 G 25. DEMISING WALLS ONLY BETWEEN INDIVIDUAL TENANT SPACES AT NOT TIME ARE WALLS TO BE BUILT ALONG CONCOURSE LINE, IN THE EVENT THAT THERE ARE AREAS THAT WILL NOT BE OCCUPIED PRIOR TO OPENING, A TEMPORARY WALL WILL BE ARRANGED BY THE OWNER. cp 2 0 U) Z ^ O c O � Z T. ♦^ Q I (D V M � m W Q U • q U 4 ea 0 s a KEY PLAN F g Vc � a E 61 � : „ i ' � 10 11 I'? 1.'>I 14 lEOM0.1TYSTRIP Cm�r' '� ' 2 � '� ' la I� 2c it a2 z' 3 2a 23 2E9 21 28 29 30 91r Ali Ahw nx hip E141 I t R' �4 , ,, .- -e�;,�r�a,w..,�.ray,n��rr�a�vw�mwnrw�+�M•Iw�'ri�a�n�+aMa�tlMe�>< uM ±r,»�.wwart�r�"•�9!wn.w�rc.��w.. ^a',.�s;w A�n4 .�.x,.� .�.ar why Apr � �?4il�W�'�+k»�,' ,,,, „ . - y �•A p•ok P • .,t, LL 5 4 1 ' ` -Aa BAus NK Vii' //TTI,r�� 77L ' f 10 k - _ SW PALM BLVD ' — 1C \ i SQUARE 2 / = PENNEI r ) 1 HOME _ • CI,ICrN F, ✓J � CU.-INC fir/ L1J AMA 1-1 L 14 -�tt I � 1 � "_, - . / -_..._'"-.`—.—sem•{ � CEMETERY W r�1� IL N T.G.I.F.'S Q CL JC PENNE\,' 1 '� W <_ cou11 4 / \ I tl / �" / t CINEMA V) k I'1",�--�-�11 t\' ' (�-- -- - FU OLZ;rILDlNG W v1rW11111111111111 Al / � L111/1'11111.1/0/1; ` -- • a x --� T r l 1 W r 7 ppq pp rm pp i U M E R VYN — SEARS I _ &.14111111" "VIA i S W L7L I A—� L C141144 ///// ) e i -- Cf o- \ " 1 4, NT SEAR._ ' 1I'� �i�4444 C9 M E I E R & FRANK � >.1 ' CE� \ \ % _ _ 1 MF - CAj r,, t ♦ IV )*11111111111111111111111A ®� NORDSTROM � .-'"; '�• � �' �i � , . WELLS s 14\R E A' A F'ARGO • ', I I ILL I * 1 -- " PARKING STRUCTURE LOCATION _~\ - -- AREA O SITELn RCHITECTURAL SITE PLAN I S �, HL�LI_ S BERRY ROAD \JS NM 111 u - ,.,, �•--. „t �1 . "/ SCAIE• t' 100'-0' � C � Cie � --�.''-�._ �•� ----- " NSG �--'. � .- o4 --____ +i � 61 t©�il r ..ISI' '.I =I'l' cm...I �- I `.II•: r. HI �„ iIIIIIL�I Iillll',Illi 6111. ..�.• -LEGIBILITY STRIP I a 11 14 I 17 Ig 19 ?Q 21 22 23 24 23 2R 2_r 2e 24 1 p1low 4 NONI t 1 arJ�ll,: • r .. , -. ., .. .. ... •. .. ... . . . _. a .. _ ... _. . -., .._. .. ..i t; ,i k rl _ d# `I I ' � Cfµ., CUt� JCPENNEY "�" +:�, DEPARTMENT 210,585 SF �' �=U3 - -� _-\,• STORES: / _!-- run - NORDSTROM. 180,000sf X02 t 242,505sf MEIER 8 FRANK Kot - — MERVYNS: 97,809sf 2A - / `-'J JCPENNEY: 228,086sf 1375bif ktO� SEARS: 2.11,937sf KU7 E:j2 1198-,) — - 1 K04 Ao4 , SMALL MEZZANINE OS 1817sf 30486f K05 A05 9251 ,78as+ - __, FC1 EDO JAPAN s Mot FC2 RAINIER ROASTER 720sf FC3 KELLY'S CAJUN GRILL 638sf FC4 WETZEL'S PRETZELS 286sf 2212sf 2 789sf FC5 SUBWAY 59 s FC6 SBARRO 1,059sf osH FC7 PANDA EXPRESS 941s 1803sf K07 FC8 SCOOZI 394sf 399.)-,1 FC9 WAZWAN 550sf FC10 TENEMOS TACOS 550sf co A07 A08 MEZZANINE aosb-f 1 � �� SECOND FLOOR Q mervyi7s - ui Al2 A11 A10 ry 89,309 SF 7029f Q A13 1004sf 1501s -- 1 l ----1 ` WELL 6529f I �� Fr 08 A14 L03 Osf i 3749sf " 30014 5032sf56si K09 I -3560af 78 A18 12516f W 7 35608f No: 2001 sf _ 1326sf O ' S3 71 s+ - 10,828sf BO D02 0 73374 %40s' 1837sf C r ) ry)., V 0 0 9 1 N 001 to �- r-- h N r I O O � ro O coN O 1+� O00 Boo m ,n m m m p wv `v. O ® _ O C/} 038 � •a o � c' o f 1370sf a m 0" 0 � � em 13278f m 04 coCy) Z I" \W/ Z LIJ MEIER H05 HO7 HON G10 G1i � 0 ED � C: O � O � � I, Q Q JO _ _ ^ _ $ H13 GU5 1A80sf 7086sf F 09 __,_ _ r- r- ♦ y - ._ '.� N Suj r �: r' xr pr a rt d �Y :•t -f > > y u v _.- ~ B2 f y',' T1965sf 6391-,1 10,107 I ! - 985sf ,304sf v v N Ln c 879x+ t m LL 8143sf .V • 0 • J02 I + f926sf '726sf I — @� - 80osf Goo epi FRANK G02 850if tior -�-�-- ,3034 � J03 e0y1 i I M � 242,505 SF Ifo I q I $ 1205 SF 1 H16 ' I I o 2.1 9s1 .20559f r I I NORDSTROM LL R07 R09 R11 1 1My 4 0 15 ,$ O I 7iV s�cn 180,000 SF Ft06 • i rn 1270 643• __--- -- _ -- - � 2,7Jast 2,4774 4 51 _t -- I s 3. 2 37 I a SF 1 a94cf O b I�F 1- i g0 • I I n j t if — - ---� ai - ---}- ' f r TQ7 t f T 3 - k/r•' r 1 -- -- c zoos 5,eiear 0 734 r4 I I i I 1 4,010 SF _ f • I I I I I - -- N i- 3,008o V�� _I FOR INFORMATION PURPOSES ONLY — VERIFY LEASE PLAN WITH OWNER n� �1 L ly LL t Q LEASE PLAN 1 1 � 1• . .p'_ 6A1 cm . - �i�,.� �; I�� ,,,11, .11w. 010 ��YlTw O , ` 3 .t. 9O 2 3 a t8 17 p g 2C 2 22 73 24 25 7R r7 ?H :9 aC r, i ' a �''�+11�.��1�,�Ia�1�1��J�1�,1 �1�J��I�h�1�+I�U�J�! I �1J.1 � �I • y15��fr r: S VII, J r±' LEGENCI NOTES 0 0> JC PENNEY (EXISTING) OCCUPANCY PORTION 4 � y r c OCCUPANCY PORTION 'jJa�f J • 49" (2 DOORS) REWIRED, 1.56• (4 DOORS) EXISTING 1 HR RATED EXIT PASSA'•1764 '.326 ---- SPECIFIC PROPOSED TENANT A207 �'489 `f 209 :!1.685 SF —' AREA FOR NEW EXIT CORRIDOR TO BE INSTALLED AT TIME OF TENANT TURNOVER EXACT LOCATION OF 2 0 — 4 207 / CORRIDOR WALL BE COORTANATED 209 _ SWITH UCH THE CITY OF TIGARD A' M E R VYN S I "•NITICNS. (EXISTING) t-HF f PASSAGEWAY 1-xP —HR HAZARDOUS AND SMOKE SEPARATION--.¢—H 130- (4 DOORS) REQUIRED, '-HR HAZARDOUS ANG SMOKE SEPARATION '-HS 272• (8 DOORS) EXISTING 67- (2 DOORS) REQUIRED. I M 272• (8 DOORS) EXISTING ( 20" (1 DOOR) REQUIRED. Q 4N 68- '� '� G8" (2 DOORS) EXISTING 1 0 �LLJ 13 2 \ -J y 234 95• (3 DOORS) RffXNRED. 272' (8 DOORS) EXISTING 590 + I 356 i /� / � 351 U F234-11258 � t a2 / W 58.963 SF U -�--A 35.583 5F 35.OR 7 S1 0 W Z Of 295 349 ,�_ 356 T �.�- 351 Q Q SEARS E 347 347 EXISTING MALL E iso + 350 EXISTING MALL 4 2 2n (EXISTING) 11,J v MEIER & FRANK (EXISTING) 399 34 J 1 z 344 203 ,1 (J F-59 , W 0 :i �9 SF 452 T 39,871 SF 54,347 Y r - - - - - 1 68' (2 DOORS) REWIRED, �r+"vv+� ( 6 ) I 204• (6 DOORS) EXISTING 203 Q 1 HNWIDTH HOUR EXIT I - - -- - —i PASSAGEWAY W,/1-HR 399 343 / --- RATED OPENINGS + 1 . EXISTING MALL_ 1 U— / A A . i / MALL EXPANSiON 528 200 200 _ ,�z ,n '' I11.052 SF 68 9,862 SF i i U) 44•CLEAR REOLARED. 433 St.IR R' 32' CLEAR REOIARED. J 19' (1 D(W)PROVIDED STAIR •0" 2-HR RATED N(Yt RATED 36* (1 DOOR)PROMO r 56- AW P RCOU D( / Z EXIT STAIN PROVIDED(TO 29 � J42 EXI7 PASSA(XWAY BELOW) EV ' - 1.28 67 F 1 `I I' -NE WPEDIRM:EAABOVE L— EWNRED _ NEW MALL NORDSTROM '' '7.-- . . !. .... ..-. Q� N)E 333 333 •� NEW MALL r�FUTURE 4182 182 ENTRANCE r ♦ �► STAIR ,� LOCATION (EXISTING) - > W A 181' (6 DOORS)REQUIRED, �, 66' YIN MqM X 272•(8 DOORS)PROVIDED __ 1-HOUR RATED EXIT m 323 166 vAssAccwAr w/+-HR 44 CLEAR REou4RED. �p5 STAIR 'Y 1-NIR RATED 56'C1fAR RRATED OPENWS 48-(1 DOOR)PROVIDED FOUNtEU. 32.22+ SF 66' STAIR PROVIDED 15,5.7 y 4 LEVEL SOUTH GARAGE 0. Q (PHASE 1) N 49'(2 D�)RS) REOURED, J 1 STAIR 6e• (2 c.URS)PROVIDED 44' CLEAR RFWNtED. 271]"8 DOORSMFRONDEO FNCLOIAJK 354 4e' (+ DOOR)PRovwte ( ) (( SPR vUD 102' 3 DonR ) I - } a I y I x 4r ---- • � - KEY PLAN 2 FLOOR WE 5T GAkAGE __ _._ T _ (WITH MALL EXPANSION).. ,I.I,I.I. . .l. .l. i,r, " c . , 7 FIRST FLOOR CODE PLAN - OCCUPANT LOAD61 �-- q N LEOI ITI/BTRIr cm Q I 2 3 A B e 7 19 p n 11 12 13 14 18 17 in IN 2G 21 22 23 24 25 20 27 2P 29 nl•P.I CT • ,I 1 I pI wONI• 1 •. :•,: rl i I 41110"1"01 111,11101.10-11 loom" 0 Tw N w t i t,.\ IFTI___L_E_GEND __N0TES I 1 m a a> iti.NT LOAD EXPECTED IG L EXITING, IN "`_HQNi DIRErTIr1N C: JC P E N N E Y OCCUPANCY I ' HR RATED EXIT PASSAGEWAY SPECIFIC PROPOSED TENANT yy � COURT I - ASLA t_H NLh LA,' BE INSTALLEL AT TIME OF TENAa. TURNOVER. EXACT LOCATION OF -� CORRIDOR WALL BE COORDNATEE NTH THE CITY OF TIGARD AT SUCH TIME. TIONS MALI I 1-HR EXIT PASSAGEWAY 1-XF 2-HR HAZARDOUS AND SMOKE SEPARA'! Q-H�l - 0 1-4R HAZARDOUS AND SMOKE SEPARATION `-HS m MERVYNS oQ J �— W COURT IA MALL to pNTRARIM 1 z /y 26' CLEAR REOLNRED , 26' CLEAR REQUIREDri 36' DOOR EXISTING }E• DOOR EXISTING r+- ' 44' CLEAR OU LD ♦ --44' CLEAR REQUIRED U 57' STAIR G'` T2 STAJR EXISTING CLEAR , OLNRED O 180" STAIR E (STING 1 42' CLEAR REOU�Ep 4Q' CLEAR REWIRED z 68' (2 DOORS) EfDSTING 600 _68" (2 WINS)EXISTING < W 280 280 MAIL IR - OPE -- - <66' CLEAR REQUIRE[)--' x-66' CLEAR REWIRED 68" STAR EXISTING 68" STAIR EXISTING W D ENIRARQ 2 a0 FO C RT O 1151 (� cr z 00 COURT 2 MALL 3 COURT 3 y,uS E A T C 0 cowl. rau ,auF' J MEIER & FRANK e LJL z 0 -�- z = 0 c �..� Q tMALL4f i 2 STANK '4' MALL 4 w 32" CLEAR KCILARED � EAR REWRED. 'CSIAW PRwOrD ' 36 (1 DOOR) PROVIDED EXISTING MALL - v} 220 �•cltAR REOUFEn. �, r - --L - MALL EXPANSION - - - — • I ruX PRQyIorD Z 192 �� 192 4tat 23 ?3 148 �1 �} f` 1�4 89 unelt >W ANT / STAR /4 STAIR /1 w r CORRIDOR tQ fl.161 Si L6'MIN 4.446 SF - —— -b•� STAIR RECAW0 76 82 C43 6� STAIR PRON(1CD S n OP TIONA1tot OPTIONAL STAIR 01- STAR REWIRED. n I r �'}7,p O r_ 96' STAR PRIOV10ED OI` ONAL 1 - L i 403 - i C i NORDSTROM •�� L—— —— —1 V—REQUIRED t f"TURF BatpcE REaREn CFUT1jK (EXISTING) NEW PEDESTRIAN n �_.— - _. ARfIrF rrlr Ful,aT - \ EXIT R[o'r, - ,- 242 owpfo EUTIIPE TENANT 162 154 PEoTX g5 AREA FXIT ir 15,327 SE GAIT e EXIT FUTURE TENANT PEGD fUn1K 1TNANT REDD AREA Ant& 242 REJIARED- 10.674 5{ 0 FUIUPE > x Cq'MIN L17 1 �--STAIR /J 51AIR /; DOP S6"MIN T ' ' tXi' 9o0 111 1 '41010 rn 107 if 44' CLEAR REOMD. �' u!" STAIR 'S 4{' (lfAP HCOtIiRED O O `. 0 DOOR)PROVIDED STAIRr* 66'STAIR PROVIDED�9 v 4fl' (1 [XJ(MR) I HOVICkU SE' CLEAR REOIARED, 66' STAIR PPOVDFD l KEY PL-AN Lna L w � I SECOND FLOOR CODE PLAN - OCCUPANT LOAD -� iN A LEOISII ITY STRIP r 2 -1 a s b . A p 10 1 1 12 13 is V n g 10 20 2+ 22 PJ 24 2g 2p a7 28 29 10 I i ILI5 AOL A 4� I LEGEND NOTES 224' 163' 17 3' c� q.,� 200' (OLD) — _ ' 200' (OLD) ` Q -�, 200' (OL U ` 1 ` •- 2!14 - -^ `0 O O Ll l ) f W'JING TRAVFI flll,7AN%f �' •�� 200' T IXIT h ('[EAR WIDTH I 1 _ ' 1 Hk RATED EXIT PASSA,EWAY I I i I I 'OF lEE SHEET CPI U FGR SEPARA' stoo '-HR EXIT -;,S$Ar,EWAY ' -HR HAZARDou; AND SMGKE SEPARAli(Y, _ w ' -HR HAZARDC't1S AND SMGr•E SEPARATT'1. ---- ! 1 Z d OU RATED 1—HOUR R R ( ' CID I v EXIT PASSAGEWAY Q r✓� _ _ 66" MIN WIDTH �� I i ' I w I— ... I I I ' 1—HOUR RATED Ex1STING MALL — J L— (` �' W I _ ! I _ EY,rAN�;.' W [. — Q EXIT PASSAGEWAY I - - - — 66" MIN WI[)TH I I ----—T---------T- -- — — - - ----- --T—�U" .' ► -- �. _ �. �. ._ — _ � < I I I I STAIR --- - - --7— � ETO � LRATED I j EXIT ENCLOSURi � I I STAIR „ I I EXIT BELOWEWAY I I I I NON—RA EG I I i I I I w I EXISTING MALL LLJ I I I I I I I I I I I I I I I I I I Z Of ;ALL EXPANSION I I I I I I I I I I I I I I I I I I I I Q IL.L - - — — —— — — — -- - - --- --- --- - -- -- --1- - - --- - - - - - L- - --- - -- -- - - - - - - - - - 1---T _j �., -- - -- -- -- — � ♦ 133' _ �� 84' _ � O i 9 RELOCATED r '• dmrA 7. q0 ' F ENTRANCE .,'5 -- --� --------- tIII? ---0—--- ------ ---- ---JII,—-- - i.11 Li K/ -I .--i----,------ I d -- - ----- --- - - - - - ----- --- ---— *ft I . , 68 0 cUOfLLL 1—HOUR RATED E� I T PASSAGEWAY 66" wlDrh272" I 1 1 4-1STgIR „T„ f—i—HOUR RATED j t PROPOSED EryaosuRE To � � "wAIR S (EXIT NORDSTROMRELOCATED 1OUR RATEC c ENTRANCE 4 EXIENCLOSURE EXIT cn JE— ? J ---- —— J C E J L - ----- -- J'_ diWWN W CL KEY PLAN vc:FIRST FLOOR CODE PLAN EXIT TRAVEL DISTANCE d SCALE: I' 61 CIn LEQ .1T ITM 2 a p 1 I 12 13 14 p 20 2 22 ply zaomm.,p 2 2® 27 28 24 Loll,f 0 0 :111,1111willill 1 lip NO all Ito I - d la Mrd r 'M ;Hv LEGEND NOTES EXIT PATHWAY 7/ 171 TRAVEL DISTANCE 00'(OLD) EXISTING TRAVEL UISIANCE r1 �- L3 EXIT k CLEAR WIDTH OURT 2 MALL 3 C�)I,IK f MALL 5 1 HR RATED EXIT PASSAGEWA W U z d KALE ,EPARA TION LE 1i SEE SHEET CPI G FOR SEPARATION TYPE DEFINITIONS I-HR EXIT PASSAGEWAY ?-,P 2-HR HAZARDOUS AND SMOKE SEPARATION--------2—H5Q -HR HAZARDOUS AND SMOKE SEPARATION 1-H^ MALL 2 MALL 4 Cc < X W i I w j EXIT PASSAGEWAY Q BELOW -7► ANEF 191 iuj QSTAIR "C" I ■ fr1f \ r r FUTURE TENAN T 2 HOUR RATED 1 "AIhT F FUTURE TENANT O & 2nd 1st & 2 ' AREA ■ EXIT ENCLOSUREI I \;TAIR nd N W ' DOWN TO IST 1 — — - _ — — —i — 09' AREA FLOOR AND TO E4 LEVEL ONLr. ' � I PASSAGEWAY ATI MAY BE OPEN I I n/ LOWER LEVEL I 180 I OR ENCLOSED ��++-- -- _-_ _ _ - - _ - L % _ ` o 200' . � .- --- •s.� OPTIONAL -- --- - -- - - O •�.�•• ..... . •�••�• 01 Y-A BRIDGE-` �� --- 4- f-- -- --- - , OPTIONAL STAIR 1 REQUIRED ' _ 1�� r -- - -- I I I t TURE STAIR Z — — of I I rl l TIIT' — -nimmlmir-»u+�- —I- -- - - - - - - -,-- - J I OPTIONAL 11 i OPTIONAL i z ( €-0-F BRIDGE-� I I It,� .. . BRIDGE0O BRIDGE-� II I I REQUIRED I FUTURE BRIDGE I1173' ui UIRED FUTURE awn �- -- -- z REQUIRED FUTURE ,1 ♦ �"" �" — �. 144, ` BRIDGE .. .�j — — — �■ — — — a.r� — �� STAIR � 1 200 . I --- / ,um ago W Ir 40 1200' L FUTURE TENANT I I FUTURE TENANT ~-- AREA STAIR ..T,. EXIT ©FLOW 1—zEuj -- STA R "S" �I —1-HOUR RATED EXIT 1-HOU RATED i r , o ' ENCLOSURE DOM EXIT ENCLOSURE HI TO IST FLOOR & TO _ EXIT PASSAGEWAY AT 01 LOWER LEVEL ' 4 N V � r 0 W K xv Y` KEY PLAN o x c c T FUTURE SECOND FLOOR CODE PLAN - EXIT TRAVEL DISTANCE R SCALL I' • 2f161 B Jj , I IL ij ". !, �Aao. 4 d e 9 � I© II Ia I3 I1 � � � i.?0 2-'1 ; :,.eim.'�•*"... . - .:, . _._• .....VN,l9,f ,?r 22 2? 24 29 28 2' 210 ;9 30 el It o, h 11111i L I i .. ! �- CJs t' NONI • � -d «... � 1�1h�IW_ I I! .!� '�Lll lµ�a�l 1�.��d��I-LI'��lil�elJ� �i��11�aItz1L� , Y t7rwilplw T--;- h q , ..arena«x.' 1M!'�, •YlAF.., u . � I' _ 1 h n, I j, I .CI i SEARS SEARS ROEBUCK METER 8 FRANK CO PROPERTY 55 MN RIM-226q. • IN If C?U1 $"(SLI==_ . ' L._� -._ � .Yap � � +.-• , � i5N 4� co _ It • ' d _ ! ,.1:- '\w. �;iii it .e.�' bl_< ,-•,. \ �. �' *.- � '� "`l NORDSTROMS / F p -! ��Ir UGP---" �`^_ 228 55 j r . —+ ' .' \ \>• E Out ).?r; -1: may, `r:.; '` ;_ t. Y Z W 14 I � � ,• ,; .-> :: - �\ ,, A \ \ / _- -224-- '� -.' _ ',F' •1` _ - r _- / - I • I .Y , •• y J WASHING MN 44 5 .._ ♦�� \.ti\ 'r �� / > ' � ` -/// •,' �O � ! . tE OyyY 1iB".,�'SWIz, "i( a,: z ( 7 A � u8 64 a / s �• (, ............ J^�J EXISTING CONDITIONS PLAN KALE: i"- 5D' C1 �B W 00 [ ui r z� LEGEND +i+i jpp EASEMENT LINE tl �i EXISTING L UMINARE PROPERTY / LOT LINE EXISTING CATCH BASIN EXISTING I' CONTOUR EXISTING EIRE HYDRANT EXISTING 5' CONTOUR EXISTING STORM DRAIN UNE EXISTING WATER VALVE EXISTING UNDERGROUND POWER LINE EXISTING POWER VAULT EXISTING GAS UNE EXISTING TREE f` " + EXISTING WATER LINE EXISTING WATER METER l EXISTING SANITARY SEWER LINE EXISTING SIDEWALK Lp O EXISTING CURB WASHINGTON c EXISTING POWER MANHOLE _ SQUARE MALL r� n c EX157ING TELEPHONE MANHOLE �r•f•• C EXISTING WATER MANHOLE EXISTING STORM MANHOLE --- — pt EXISTING SANITARY MANHOLE /- AREA SHOWN C I y S( AL F Q V Q VICINITY MAP 61 .—.A�l Also&cm! L B oil IOX.1. 0 IO I 1 is 13 IA Ild 17 r8 ISI 20 21 22 23 24 25 2e, 27 28 29 30 , 4 r It w � l Re ow,0190i NwAlw -1101" WM ?WMA�"" A Mfr M�4WD�+►7Y a j I,, 1 a„ t.tis r / T r i_ �..1.�1 ►-•--�-f.�-�.....-�-;�1+:.-� i ,. 'atl►�:.!'.�:..�-.,r.'...__1.��-„_l�'1 't I � . _. ...i. i,- g � .1 . V ' MEIER & FRANK 1 - I , ... y....._ -ay..-...a ... 1 , 1 .11"11„1" ... �.a.-.fir• + GENERAL NOTE Z I THE CONTRACTOR SHALL COORDINATE STARTUP AND ALL WORK WITH r " ,�►. i T 1 , ( 1 I I Imo' I M� THE OWNER �• 2 THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE t O DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN A MANNER ACCEPTABLE TO THE OWNER 3. 1THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING B 15. T 0 I I MALL EXPANSION I t I CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND MAKE Q ADJUSTMENTS TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE t o COMPATIBLE AND DO NOT CONFLICT WITH STRUCTURAL MEMBERS, ; k INCLUDING FOUNDATIONS AND THEIR ASSOCIATED LOADS P t 1 ` a. v 4 4 THE CONTRACTOR SHALL EXPOSE, AND VERIFY HORIZONTAL VERTICAL � o LOCATION, CONNECT AND/OR MATCH EXISTING UTILITIES AND ' I 4 4 IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS a n tC E AND SPECIFICATIONS, TO PROVIDE COMPLETE AND OPERATIONAL t cr SYSTEMS LOCATE UTILITIES PRIOR TO STAKING ' c 14 1 (n 5 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO oA t 4 �► -- , C, PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE Or I j TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE ` 0 CONTRACTORS OPERATION (OR HIS SUBCONTRACTORS) SHAL: BE ' 13 I ' W i z REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. c " 1 1 1 3_ TYP. A; f.q 6 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL 18" GAP 15 17 COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS �. BETWEEN J 3 �' ',� OF THE OWNER AND LOCAL GOVERNMENT AGENCIES. CURBS 1 Z /" - �� \�, '� %� 1 1l - ►�^t ' 7 THE CONTRACTOR IS RESPONSIBLE TO REFERENCE ALL ARCHITECTURAL, I . + , 1' v w a r. I •�' ,1, r + r- �' + • • - • - LANDSCAPE ARCHITECTURAL, AND MECHANICAL PLANS FOR ADDITIONAL 1 i; INFORMATION AND COORDINATION REQUIREMENTS OF THESE DOCUMENTS. 7 J, 8 ALL PRIVATE IMPROVEMENTS ALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST EDITION OF TH IBC, PLUMBING AND FIRE CODES EFFECTIVE i ■ -" a + -�' AT TIME OF SUBMISSION OF E DOCUMENTS TO WASHINGTON COUNTY, -�.�� .r -+-- r -_ __ �_r-� - -ice-_._ 9 ALL UTILITY TRENCH BAC LL IN PAVED AREAS AND ADJACENT TO BUILDINGS r SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND JURISDICTION. 76 10 ALL UTILITY STUBS TO HAVE 2"X4" WOOD MARKER IDENTIFIED WITH BLACK _ PERMANENT r---- -- � PE MAVEN MARKER 1 �� 11 THE CONTRACTOR SHALL BE RESPONSIBLE FO1 THE CONTROL OF DUST AND Q �, DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL WEST PARKING STRUCTURE y PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING 9 i TO ENVIRONMENTAL PROTECTION AND OBTAIN ALL REQUIRED PEPMITS. 9' J 6 i 12 DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL KEEP ALL DEBRIS CREATED BY HIS CONSTRUCTION EFFORTS OFF CITY AND COUNTY STREETS. 4 j \��• I `�19 r 13 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF NEW WIRE UTILITIES AND ANY ABANDONMENT OF EXISTING FACILITIES WITH THE INDIVIDUAL UTILITY COMPANIES PRIOR TO CONSTRUCTION. XJ 1 2 , 14 THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL INVESTIGATION REPORT FOR THIS SITE COMPLETED BY SHANNON & WILSON ui t3 15 THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT SHOW EVERY LL 36' i �. c;-' >� OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. 12 '� THEY DO NOT SHOW EVERY DIMENSION', COMPONENT PIECE, SECTION, JOINT OR FITTING (3) 1?' LANES 12 i REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED 1 AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORr BEGINNING 1 2 I 8 9 10 1 CONSTRUCTION EXr5T1NC UNDERGROUND UTILITIES LAYING WITHIN 'i11E LIMITS OF I 7 EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, - , - PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHOR;TIES WITH JURISDICTION, _ - 1 BEFORE BEGINNING CONSTRUCTION CONTRACTOR TO NOTIFY ENGINEER 1F THERE ARE r n { { 4 ANY DISCREPANCIES. v , � 16 EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED MITI- ', Q Z THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLiL u j PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. CLEAN WATER SERVICES MAY, AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO Of Q ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. Q �T1 t - 17 THE EXISTING STORM AND SANITARY LINES ARE LIVE. THE CONTRACTOR SHALL MAINTAIN '1 SERVICE DURING CONSTRUCTION. NEW LINES SHALL BE IN-SERVICE PRIOR TO REMO'✓INC w' j \J W _ 7 EXIS77NG LINES AND STRUCTURES, 7 18 ELECTRONIC FILE WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR LAYOUT H W RK ^� PLAN _ 19 CONTRACTOR TO REMOVE ALL EXISTING CURBS, ASPHALT AND LANDSCAPING WITHIN THE a_ ' ^ CZ.OB PROPOSED BUILDING AND PAVED AREAS PAVING TO MATCH EXISTING WITH MINIMUM 3 V J INCHES CLASS C ON 8 INCHES OF 3/4"-0" BASE ON RING ROAD AND LOADING u,J DOCKS INSTALL 5 INCHES CLASS C ON 8 INCHES 3/4'--0" BASE 2 20 SEE ELECTRICAL PLANS FOR LIGHTING DETAILS AND INFORMATION ON RELOCATION AND/OR REMOVAL OF ELECTRICAL AND COMMUNICATION LINE STRUCTURES. 21 MAINTAIN EMERGENCY ACCESS LANE DURING CONSTRUCTION, COORDINATE WITH LOCAL LEGEND JURISDICTION FOR REQUIREMENTS. CONSTRUCTION NOTES -- -- _��-�-._ 22 CURBS PAINTED RED SHALL. BE MARKED "NO PARKING FIRE LAND" EVERY 25 FEET _---------------- -_----------- ---- PROPOSED CURB m LETTERING SHALL HAVE A STROKE OF NOT LESS THAN ONE INCH WIDE BY SIX INCHES 1 00 oINSTALL STANDARD CURB PER DETAIL 21C2 16 EXISTING CURE HIGH. LETTERING SHALL BE WHITE ON REQ CURBS S 23 REMOVE CONCRETE. AND REGRADE PER SHEET C3 OB REPLACE WITH CONCRETE TO O +S SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE FOR NEW ISLAND, SEE PROPOSED 5TRIPING MATCH EXISTING SECTION. � � � N + 2 LANDSCAPE PLAN FOR SOIL PREPARATION PLANTING AND IRRIGATION. - '- - - - - - - - - - " - -- - - - PROPOSED SAW CUT LINE ///` C) INSTALL STANDARD CURB AND SIDEWALK PER DETAIL 0 t/C2.18 EXISTING SIGN j 4 INSTALL ACCESSIBLE RAMP PER DETAIL 5/C2-lB. EXISTING TREE 5 CONNECT TO EXISTING CURB AND SIDEWALK MATCH ALIGNMENT AND GRADES EXISTING POWCR MANHOLE 6 PAINT 4" WIDE WHITE STRIPE (TYP) ��../ EXISTING TELEPHONE MANHOLE 7 INSTALL THERMOPLASTIC STOP BAR PER A, DETAIL �� 91C2.119. PAINT "STOP- WHERE SHOWN MATCH EXISTING �� EXISTING WATER MANHOLE 1 8 INSTALL "RIGHT" ARROW PER C, DETAIL 9/C2.113. EXISTING STORM MANhOLE 9 INS TALL "LEFT" ARROW PER D, DE TAIL 9/C2.18. EXISTING SANI TAA i MANHOLE 'n O 10 INSTALL "1NRU" ARROW PER E, DETAIL 91C2.1B. C EXISTING LUMINARE WASHINGTON c r 11 INSTALL STOP SIGN PER DETAIL 31C2-IB- PROPOSED LUMINARE 12 SEE ARCHITECTURAL PLANS FOP, LOAD!NG DUCK AND SQUARE MALL o, COMPACTOR DESIGN EXISTING CATCH BASIN c ' 13 CONCRETE WHEEL STOP PER 7/C2.1 ff m EXISTING FIRE HYDRANT L 14 ACCESSIBLE PARKING STALL AND SIGN PER 6/C2.?B. EXISTING WATER VALVE _ _ W •• 15 INSTALL CROSSWALK PER B, DETAIL 9/C218 EXISTING POWER VAULT AREA SHOWN - + w + 16 REMOVE STRIPING WHERE NEW STRIPING IS PROPOSED PROPOSED PAVEMENT, SEE NOTE 19. 107 ? TREE WELL/GRATE, SEE LANDSCAPE PLAN L 1 OB a I � 6 CONCRETE TO BE REPLACED, SEE NOTE 23 SCALElo Q Q � PROPOSED CONCRETE - 6" PCC OVER 4" OF 3/4"-0" VICINITY MAP 61 1� A� LEGIBILITY STRIP l 12;,j� l��i �i4 � w"ti ?�n• a c 20 ?i ? ? oto ? z9 29 c; ✓ZI 1 1 00 0 ® 4- 9 y ti � "Oki • I im ,3 i Cyt J A � h I/ NO TIES /%•�fr 1. MAXIMUM SPACING BE TWf.E N EXPANSION JOINTS FOR CURBS SHALL BE 25 f T LOCATE EXPANSION JOINT IN SIDEWALK OPPOSITE EXPANSION JOINT IN THE U ABUTTING CURB. F ` 2 PROADE EXPANSION JOINT WHERE NEW WORK ABUTS NOTES EXISTING CONSTRUCTION PROVIDE EXPANSION JOINT AROUND WHEEL CHAIR RAMP 3. PROVIDE EXPANSION JOIN 1 1 k T EACH T f N U A A( N CURB E 0 0 TANGENCY IN THE CURB ALIGNMENT , 1 THE TOP EDGE TO BE ROUNDED OFF WITH A I " RADIUS ON THE PAVEMENT 6"`"'1 •1/8" SLOPE 10 FRONT '4 " `I SIDE AND 1/4" RADIUS ON THE LANDSCAPED SIDE z 4. PRO NDE WEAKENED PLANE CONTRACTION JOINTS IN PROVIDE KEYWAY' WHERE 2 PROVIDE EXPANSION JOINTS AT CURVES, TANGENTS, AND CORNERS SPACING CURB AND SIDEWALK AT A MAXIMUM SPACING OF 15 F1. I LOCATE CONTRACTION JOINT IN SIDEWALK OPPOSITE TO _ _ SIDEWALK OCCURS (SFE PLAN) PER SPECS. r,"h/ii//.H: t "dt !A; 3- BASE OF CURB l0 REST ON COMPACTED FILL. THE CON TAAC TJON JOINT IN THE ABUTTING CURB. Of!i l 5. SIDEWALKS SHALL BE LIGHTLY BROOM-FINISHED WITH CII Ii.A �,!iN , 4 CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECS. DIRECTION OF GROOMING PERPENDICULAR TO DIRECTION N 0 TES: OTHERWISE ✓EMf NT �• I 4 -- PA' L-- I .t OF TRAFFIC, UNLESS OTHERWISE INDICATED. I THE TOP EDGE TO BF ROUNDED OFF CONSTRUCT 6" WIDE (NOM) --- WITH A I" RADIUS ON THE PAVEME NI CURB Al BACK OF RAMP UNLESS SIDE AND 1/4" RAOIU> ON THE 18" IORM 5FbQ 01. kUUNU EL��.I 06 OTHERWISE DIRECTED LANDSCAPED SIDE. UPF'E P 4" _ MAX. PROVIDE EXPANSION JOINTS AT 25' O.0 7' (MATCH EX I ST.) T � '-�-6 4" THICK , SEE PLANS MAX. AND Al CURVES, TANGENTS, AND F I N l SHfr) GRAIJE 'I• CONCRETE e o 2 MAX - -.. CORNERS. :- - � � �� sU 33 _ SIDEWALK 2.1 ■2Z (MIN.) 3 BASC OF CURB TO REST ON COMPACTED MAX 'I + FILL �-- `� 8 33X MAX. 'Lf t o 4. SACK FINISH EXPOSED SURFACES. CONCPFTF ' oC 3 o 5. CONCRETE COMPRESSIVE STRENGTH SHALL _ s 9 BE 3300 PSI AT 28 DAYS, 2"-4" SLUMP. , ACCESSIBLE RAMP — n 1 TEXTURE (TYP) n c 4 Y G4'- ' COMP. JOINT (TYP.) - CONCRETE F'. ROCK - - PER 5/C2. 1 2' C CREXPANSION 4' GONR =• t COMPACTED 5UHGRADE CURB AND SIDEWALK 1 STANDARD CURB2 STOP SIGN _ _ 3 ACCESSIBLE CURB RAMP 4 SCALL N. r ,o 1 J.45" I .� NOTES: 1 ALL ACCESSIBLE PARKING PAVEMENT MARKINGS ARE TO BE BLUE RPP L�Jai O° 00O �` AS SPECIFIED OR APPROVED. ZE - ui S0�'�a�a`�Q O n OO PARKING WITH PAINTED ENAMEL 2 INSTALL SIGNAGEASHALL OMPLY PARKING CURRENTN AT FSTATE ACH EREGULATIONS SIGNATED ALL. TH I CK t G E METAL SIGN PER AND � NONCRETE a DMV DISABLED STATE & A.D.A. AND DENOTE "VAN ACCESSIBLE" SPACES WHERE SHOWN L.i� IDEWALK EDC a" S PGCE 9G Q n Qo PERMIT ONLY, REQUIREMENTS LOCATE SIGN WHERE SHOWN ON PLAN. Vel �� X21 RAMP WIDTH VIOLATORS SECURE TO J. MAXIMUM SLOPE WITHIN PARKING AND ACCESS ISLE IS 2X r, 1RUNCATED DOME �— �► SUBJECT TO META 1, POST. 33 VAR __ FINE AMOUNT TO IN ANY DIRECTION - SEE SPOT GRADES ON GRADING AND DETAIL ; TOWING UNDER MA TCH EROSION CONTROL.. PLAN \N\�� • . r CURB ORS 811.620 ORS. CURRENT DISABLED SIGN `'. 4\ ° ' ° v RAMP TEXTURE AND FINE UP a PATTERN DETArL TO $300 UNDER � ORS fii 1.615 I 24 C VARIES 4' MIN. \� 6 IONG Ur'EGAS' - - {.✓�.� LiJ AA !1` PROVIDE KEYWAY 6 TOOLED 2X MAX C.fINC C I;RH STnF ` J fir. 0 �N� 0 BLDG PERIMETERS JOINT I - SLOPE a' ly ., J^1CPt l3� SSE 10" I. MAX �� I I 3" DIA. GAL V c• t-1 --- ; --- - - ' 1 1 • " METAL POST I U ?4., ,__ , - LLJ Q U / /\/ p CAP TOP /A � U OF POST i- MIN q 1 E^ -COMPACTED SUBGRADE 4 THICK CONCRETE RAMP o '}►--CONCRETE A V/ NO TES: N I �. I FOOTING j - � S 1 lEWORK I 1 1. CURB RAMPS SHALL NOT BE POURED INTEGRAL Wl TH r BUILDING NG -I- B -0" -i SIDEWALK AND SHALL BE ISOLATED BY EXPANSION CONTRACTOR I CONTRACTOR �� - / _. -� VAN HARD SPAC JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF DIA -3" CLEAR BLUE PAINTED ---/// CLEAR I b -U I STANDARD SPACE `L. RAMP ADJACENT TO THE ROADWAY. S E C T I O N H —H HANDICAP IDENTIFICATION TIFICA TION I' '1 0 SYMBOL PER LOCAL 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI N.T DISABLED SIGN JURISDICTION _ Lli AT 28 DAYS, 2"-4" SLUMP. NO. OR20-6B CONCRETE WHEEL STOP 7 EXTRUDED CURB 8 (D TRUNCATED DOME NOTE: -- 2 1� 2 1" Z PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 36" OF THE THROAT OF THE RAMP ►�01 1/C� Z ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN DETAIL RIGHT. COLOR OF TEXTURE TO BE SAFETY YELLOW ACCESSIBLE PAR,�ING STALL ACCESSIBLE CURB RAMP 5 PAVEMENT MARKING 66� :dLALL. �2. - STR ' TAILS L E0ENLJ - NOTES: '( o300 1 . LOCATE STOP BARS BACK OF THE 4. ALL THERMOPLASTIC PAVEMENT MARKING �-- c — EXTENDED EXTENDED FOG LINE, EDGE OF PAVEMENT, MATERIAL SHALL BE INSTALLED AS PER o OR CURB FACE. VERIFY SIGHT DISTANCE SECTION 2840 OF THE ODOT STANDARD ^ 1 ! 300 SPECIFICATIONS FOR HWY. CONSTUCTION. 2. LOCATE CROSSWALKS AS PER 5. ALL PAVEMCNI MARKING SHALT CONFORM W'HEELCNAIR RAMP LOCATIONS OR 5' T THE T T TSPECIFICATION --` II 0 E MOS CURRENT ODO BACK OF EXTENDED FOGLINE, EDGE OF FOR BEAD BINDER PAINT. COPIES OF THE PAVEMENT OR CURB FACE. MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: R S WALK - SPACE TWO 300 mm WHITE 3. REMOVAL OF EXISTING STRIPING IS ENGINEER OF MATERIALS AND RESEARCH LINES AS SHOWN ON PLANS. CROSSWALK TO BE DETERMINED IN THE FIELD AND IS HWY. MATERIALS LABORATORY STQP�E AR - SHALL BE THERMOPLASTi' I CONSIDERED INCIDENTAL WORK. STRIPING SHALL BE THERMOPLAST C PAVEMENT MARKING 600 AIRPORT ROAD S.E. PAVEMENT MARKING MATERIAL. MATERIAL. SHALL BE GROUND OFF AS DIRECTEU SALEM OR. 97310 By THF ENGINEER (r,03) 986-3100 CURB 2.5 m (D m CENTER IN �-3.9 m 1' -6" RIVE WAY ` CENTER IN TURN LANE CENTER IN c C TURN LANE LANE I MATCH ELEVATION AT c BACK EDGE OF --_-- CURE± -- _ �. DRIVEWAY � o) 3 m TO 3 'n 6" CONIC CURB _ L r+ TO EXPOSURE: F,N e I L STOP BAR STOP RAR TO STOP BAR �- - c r - FT T RN AN MARKING - THRU LANE MARKINGS — �- _ — _ 0 cc RIGHT TURN LANE M AR K I N U E ___4—�.,�_�— -t `)EE MUTCD FOR DETAILS. ARROWS SEE MUTCD FOR DETAILS. ARROWS SEE MIITCD FOR DETAILS. �` ~�- --CONCKL TE CURES SHALL BE THERMOPLASTIC THRU ARROWS SHALL BE THERMOPLASTIC SHALL BE THERMOPLASTIC PAVEMENT MARKiwu MATERIAL.- PAVEMENT MARKING MATERIAL. PAVEMENT MARKING MATERIAL. UJI JU a �* LANE MARKING DIMENSION LOCATION _ t STRIPING DETAILS 8 AT of STRIPING UNLESS NOTED CURB ENDING DETAIL 10� a -- _ OTHERWISE. st 2. 1 2. 1 / LEGIBILITY STRIP cm '111111-111011-11 rte I I li ►I __..._ 1 - I I �) 1 I fiL tult H I I i I irul tlnll INilll III( I III"' i �•� 10�111•i r,.! 10 i.4 14 1�m 17 18 19 20 21 22 2,3 24 28 2H i7 Za 29 CI I I OI NONI 1 ��.�.�m,;,��-•_ __,�...a..*..-�.�".�.ter_. d .. r r 1� r;. 1 y .rte.-•... - ... ... «nw1o........ R '- _. METER & FRANK i� • Gwe Ae O NORDSTROMS 228 - . 2C7 45 MALL EXPANSION FF_ 228. 5 ,RAISE VAULT � L/0 TO ?28.1 EX SS +t �- ---RAISE VAULT S LID TO 228.2 4Z8. RAISE VAULT 'ID ` i 1Z r TO BE FLUSH tie h° s WITH PROPOSED GRADE 227.47(W) Ac 227.57(E) 7K, IL 111.06 ry - GRArE-22747 ----- �'�c i .I, �arrnuprm>a•a�a7�wwwsa*s:�o: �. a W cc 27. 224 ! \F LIJ W i I j RAISE VAUL T / LID TO 227.0 t a ' j50 RAISE VAULT A 21.x.70 w 17 6 50�tl LID TO 226.0 z PARKING STRUCTURE 22 bOEw • "" Ib 77 C 9, UL=22 7. 75 z3 �6 dJ 9J . Al cl- \v SCREEN WALL. SEE- - �Q '� L L =2 . 5 V ARCHITECTURAL `* �•` PLANS. / J UJ ,'b r- O 10 10 ti o_ cl) cc I'll 215 70 >• �+ r 502 6 1i61 � ti4 0 6K tea` _ -_ LLJ' o6 PLAN _ SCALE- I"_ 30• C3.0B aN�/ �J o _ (.� =vC7I LEGEND _ EXISTING LUMINARE EXISTING STORM DRAIN LINE EXISTING CATCH BASIN EXISTING UNDERGROUND POWER LINE EXISTING GAS LINE EXISTING FIRE HYDRANT Lp EXISTING WATER LINE EXISTING WATER VALVE c EXISTING SANITARY SEWER LINE r Q? EXISTING POWER VAULT WASHINGTON S PROPOSED CURB SQUARE MALL c EXISTING CURB PROPOSED WATER VALVE cco EXISTING POWER MANHOLE � O 0 PROPOSED CLEAN OUT rn EXISTING TELEPHONE MANHOLE L.. ® PROPOSED STORM MAA'H011 EXISTING WATER MANHOLE _ C 0 PROPOSED SANITARY MANHOLE AREA SHOWN __j - c .' C EXISTING STORM MANHOLE • �� W • PROPOFED FIRE HYDRANT --WNW EXISTING SANITARY MANHOLE b SCALE Q a VICINITY MAP 6A _v w„ , , !r R! illil'�linl1ll'14�IIq1t1l�llt111111�11(I�11H�1111 �1111��{I11f1�1111�111�111111t I�ItII�Iltl�ltrIllllI��ri ��1 �lli y!:I � IIIf : ,i i ;,iu i.,, " :I;i. LtO1MLl1'Y Sl'I!I' .§ 7j b t o i � i i t 'Ow�apw b 7 3 to d 8 i9 20 2{t 22 23 24 ZE , 28 2' 20 29 30 1 i 01 wowt � g1will III fill P , R-F - _ ma�' I rq s -r' Q : LL 4H 10 C EROSION/SEDIMENT CONTROL PLAN (ESC) NOTES 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER 6 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT / - INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEDI"X2"X18" STAKES IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. FUNCTIONING LOW POINT MIN 3" LOWER THAN LOW POINT OF SLOPE (? STAKES PER BAG) FILTER FABRIC MATERIAL \ 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, 7 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE END OF BAG 36" WIDE ROLLS REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR /GROUND LINE THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE TO PAVING THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO LOCAL JURISDICTION, AND VEGETATION , J ?rs i,l 10 / LANDSCAPING IS ESTABLISHED THE THE DOWNSTREAM SYSTEM. DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT ISBA CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL BA APPROVED UNTIL THE LOTS ARE SOLD EXTEND WITH ADDITIONAL 'RENCH IN BAGS 2" `'' o l A STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF GS 1 F NECESSARY INTO DITCH BOTTOM I 1 TRENCHING) 1 r « 3 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPI CLEAN FOR THE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION THE DURATION OF THE PROJECT. WOOD CHIP F I L TER BAG 1 `o PERIOD, - NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED z THE' MARKINGS SHALL BE MAINTAINED BY THE APPLICANT / CONTRACTOR FOR THE 9 STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT r DURATION OF CONSTRUCTION. SURFACES ARE COMPLETED AND / OR VEGETATION IS RE-ESTABLISHED. SWALE OR DITCH 6' MAXIM! -!!UM SPACING 4. THE ESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED IN 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLEWOOD CHIP FRONT VIEW CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH MANNER AS FILTER BAG :. ANGLE BOTH ENDS OF FILTER FABRIC TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF ,-:--t !+�i ''~- I FENCE TO ASSURE SOIL f5 TRAPPED " DRAINAGE SYSTEM, ROADWAYS OR VIOLATE APPLICABLE WATER STANDARDS. CONSTRUCTION. . 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR 12 IF THERE ARE EXPOSED SOILS OR SAILS NOT FULLY ESTABLISHED FROM OCTOBER Ist ANTICIPATED SITE CONDITIONS- DURING THE CONSTRUCTION PERIOD, THESE ESC THROUGH APRIL 30th, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. a ICL- FACILITIES aFACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL co TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. (CHAPTER 4) FOR REQUIREMENTS. OVERLAP BAGS SUFFICIENTLY TO FILTER USE STITCHED LOOPS DIRECT WATER THROUGH THE BAGS w' �: .`.. INTERLOCK FABRICOVER 2"x 2" POSTS Q 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION 15 FULLY ESTABLISHED. 2"x?" POSTS MATERIAL AND ATTACH TOP VIEW ui n/ NOTES Of Go OF DITCH �o 1. BURY BOTTOM OF FILTER FABRIC 6" I o VERTICALLY BELOW FINISHED GRADE. IN 2. 2"x 2" FIR, PINE OR STEEL , t t - - FENCE POSTS. e " v 1 W NG7E5: 3 STITCHED LOOPS TO BE INSTALLED UPHILL SIDE OF SLOPE. Of I. IN AREAS WHERE BAGS MAY BE ALLOWED TO REMA IN IN PLACE (2) 1"X2" WOOD STAKES PER BAG SHALL BE USED. 4. COMPACT BOTH SIDES OF FILTEI, FABRIC H TRENCH. SIDE VIEW 2 SPACING AND OTHER CONFIGURATIONS AS DIRECTED. 5. PANELS MUST BE PLACED ACCORDING TO W Q STANDARD NOTES FOR SEDIMENT FENCES 3 SEDIMENT, DEBRIS ECT. THAT ACCUMULATES AT THE SPACING TABLE 4-7 -- - SEDIMENT BARRIERS SHALL BE REMOVED AND DISPOSED THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINI;DUS ROLL CUT TO THE 4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED ___ OF AS DIRECTED. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, STICHED LOOPS FOR 2"X2" POST INSTALLATION. STICHED LOOPS SHALL BE INSTALLED O FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPCRT POST, WITH A ON THE UP HILL SIDE OF THE LOOPED AREA. MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"X2" POSTS. 5 FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 2 THE FILTER FABRIC FENCE SHALL USEFULL PURPOSE, BUT NOT BEFORE THE UPSLOPF AREA HAS BEEN PERMENANTLY BIOFIL TER BAG WHERE FEASIBLE. THE FENCE POSTS SHALL L INSTALLED BE SPACED A A AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES FOLLOW THE CONTOURS MAXIMUM OF 6 FEET APART PROTECTED AND STABILIZED. DITCH AND SWALES _ 1 SEDIMENT FENCE DETAIL 2 6. W FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR _ C3. 1B }/-C3. 1B% O THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. 1MMEDIANLY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA O U) 0 C) 0 Ill Z ' W EROSION/SEDIMENT CONTROL TABLE ., Q r� REFERENCEEROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK .• 4 V SITE SLOPE(1) STOCKPILES UTILITIES CONSTRUCTION STOCKPILES DITCHES/SWALES \, BASF MEASURES <2X <1076 <15% X20% <30X <50X >50 CATCH BASIN DITCH (CONSTRUCTION/ DRAINAGE DRAINAGE PROTECTION) ,4 v 1. GRAVEL CONSTRUCTION X X X X X X X r ENTRANCE (SEC. 3.3.1) MAY BE USED SHORT TERM ..ice 2. SEDIMENT FENCE OR X X X X X X X X W/ UTILITY WORK AND W/ BARRIER ® TOE OF DISTURBED PHASING OF DEVELOPMENT AREA (SEC. J.3.2 & 3.3 3) 3. UNDISTURBED BUFFER ® TOE A(2) �y OF DISTURBED AREA l.1_ (SEC. J.3.5) r n 4. SEDIMENT FENCE INSTALLED X X X X X X ON CONTOURS (SPACING) (300) (150') (100') (50') (25') (25') --- � 1 (SEC J.3,2) t. i 5. TEMP INTERCEPTOR DIKES/ SWALES AROUND ACTIVE WORK \�1\ - AREAS (SEC. 3.3.11) �ENG�SS P CATCH BASIN AREA DRAIN co m 6. CHECK DAMS X X P P 0 PG SO M/ NTS NTS (SEC. 3.3.13 & 3.3.3) \SNNPaO� 'V o Ex PP BIOFIL TER f 7. STORM DRAIN INLET X 0� BAG TYPICAL t .� PROTECTION BARRIER /// t 'I ti, j �J =�-•.-6 ref WET WEATHER MEASURES ^I =LOW A - "° A \� ' 8. ESTABLISHED GRASS DITCH BOTTOM FLOW• (SEC. 3.3 6) RADIUS = 25' MIN 0�0 OF Ga1� 9 2"-MIN STRAW MULCH 0 0 0 0 0 U 0 0 PR SN �c �� --- t �►, COVER (SEC. 3.3.7) 0 CLEAN PIT RUN OR 2"-MINUS GRAVEL \Pa�P SECTION A-A ; 10 EROSION BLANKET W/ 0 0 0 0 0 0 d" MIN PLAN 0 SUBGRADE REINFORCEMENT -� DITCH INLET ANCHORS (SEC. 3.3.8) GEOTExT►LE, AS REQUIRED DEPTH -NTS 11. 6-MIL PLASTIC SHEET 0 0 0 O 0 • • • `x,`11.✓,. , , COVER (SEC. 3.3.9) 12. SEDIMENT TRAP OR POND 0 0 0 0 0 (SEC 3.3.10) POST CONSTRUCTION 0c 13 REESTABLISH GROUND X X X X X X X X X h S TO RE OR LANDSCAPE PRIOR INLET PROTECTION ?31 TO REMOVING EROSION CONSTRUCTION ENTRANCE 3 FILTER SACK _ 5- --MEASURES (SEC. 3.3.6) n N • CBB C3.1 B a KE Y X = BASE MEASURE (REQUIRED AT ALL TIMES) c A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS x r OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE • SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER I - APRIL 30) u 0 O = ALTFRNATIVE WET WEATHER MEASURE TO • 1 NOTE IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION W ' MEASURES SELECTED FOR EACH AREA FROM THE APPROPRIATE COLUMN IN THE MATRIX «. a Q c: 6AQ p LEGIBILITY STRIP c In 4 b b > b 0 10 It 12 13 14 '7 1e Iv 20 1?1 2? ?3 24 2e 2e 29 acs _',� _ (_" � y [. g � b MON, • 1 , ,, „ .. .. i -ry G ct 7w ,e --MEIER & FRANK + - - 1 - .� i t• r "a,wypw, U O pp I / � I I Y. 1 '' ••I 1 _ • NORDSTROMS r c I fu 1 � L E>i S QA2 6 I I I I I • a . 2 t 7412 5 25 -'�� ' ( 49 Ii t � � 9 11 � \23 , ` • 0 0 / 13 k. ____ - . � .� _... - �. . _. . ..... _ - - - ►. o 0 co bthS 4 3 4 3 y I I � a � 1 � 65.0• �, r J L . _J Q 2 co LLJ 2E25 r, ' / J I / } 1 t / ,}' 5 TYP I 27 �. J 22 25 LL. 15 25 28 } 25 _ FIRE RISER _. s `- 7 18 25T -SO -- �-- O 1 -t-- A - f Lli (D STORM KEY NOTES (VERIFY EXISTING STORM INVERTS PRIOR TO CONNECTING TO THEM) --- 2t 2s A2 A2 i IE=226.50, 4" RD 1 IE=226.50, 6" RD CB #5 PER DETAIL 8/C4.18 CB X19 PER DETAIL 8/C4.16 SANITARY SEWER KEY NOTES nQ INSTALL 14 LF 4" SD O INSTALL 17LF 6 D r SG O 5=0 0895 18 RIM=(SEE GRADING) 26 RIM=(SEE GRADING) CONNECT TO EXIST. 12 SO STUB (l.E.±215.5) S IE 6"=213.20 IE 6"=224.30 PLAN 11 IE=226.50, 6" RD 27 LF 6" SO O 5=0 1463 6 LF 6" SO O S=0 1.3.50 -- -- - �� EXIST MH SS MH 1 IE=214.50, 6" SS IE=226.50, 6" RD INSTALL 27 LF 6" SO O 5=0 3778 (i4.0e - t IE NEW 4"(W)=213.18 6 INSTALL 26 LF 6" SS O S=0-2622 2 2 CONNECT TO EXIST 6" SD IE 209 OB ' INSTALL 103 LF 6" SO O S=00612 CONNECT TO EXIST. 6" STUB (LE±216_ ) CB #10 PER DETAIL 8/C4 1R 81 LF 4" SS O S=0.0200 (DI PIPE UNDER WALL) CONNECT TO EXIST 8", CUT do REMOVE (E). ` CONNECT TO EXIST MH O I.E =22 ?7 RIM- SEE GRADING IE NEW 4"(E)=215.98 (INSTALL INSIDE DROP IN MH v GENERAL KEY NOTES 0 ) (IE o EXIST s" x207.6) 12 IE±218, 15" RD CB X16 PER DETAIL 8/C4.1B IE 6"(217.60 ) 51 LF 4" SS O S=0.0200, GREASE TRAP IE=217.00 SE PLUMBING FOR GREASE TRAP SCHEDULE INSTALL CB AT TRENCH GRAIN LOW POINT, CONNF_CT TO EXIST 15" SD STUN 19 RIM= SEE GRADING 7 COMPACTOR DRAIN SUMP, SEE PLUMBING PLAN P1.OB O CONNECT 4" DISCHARGE FROM TRENCH GRAIN l0 !E 6"(209.58 ) 26 LF 6" SD O 5=G 1469 � CB. CONNECT CB TO 6" SD w/6" SD. CB #1 PER DETAIL 8/C4.18 29 LF 6" SO O S=0.0200 BEGIN ACO NW TRENCH DRAIN WITH LOAD CLASS C STEEL (2 CONNECT 2" FORCE MAIN 13 RIM=(SEE GRADING) CONNECT TO EXIST. 24" STUB (IE±208.3) IE 4"=20960 PERFORATED (AOA COMPLIANT) GRATING, OR APPROVED l l E ST 5 H 2 (INSTALL INSIDE DROP) 4 IE=226..50, 6" RD, ROLL OUT TO IE 223.00 W/IN IE 6"=224.00 IE 6" * CONNECTION LU9.00 28 26 LF 4" SD 4 EQUAL. PER DETAIL 9 C4 1B. COMPACTOR DRAIN SUMP, 1E=214 8C L=J IE NEW 4" S =220 50 ` 10' OF BUILDING O � 0 009 / 731 O �y� ?0 LF 6" SO O 5=0.0855 SEE GRADING PLAN FOR GRATE ELEVATION 74 LF 4" SS O S=0.0200, IE AT GREASE TRAP OUT 221.98 co 0° INSTALL 22 LF 6" D SO O 5=0 1000 IE-=21200, 15" RD IE=212.20, 8" SS 2 SEE PLUS' `IG FOR GREASE TRAP SCHEDULE $ INSTALL 47 LF 6" SD O S=0.0744 i4 CB N2 PER DETAIL 8/C4.1B 20 INSTALI. 25 LF 15" 5O O S=0.0893 ?9 IE 6"=209 25 2 TRENCH DRAIN CHANNEL HIGH POINT a CONNECT TO EXIST. 8" STUB O CONNECT TO EXISTING 6" SO IE=1217.3 � RIM=(SEE GRADING) INSTALL INSERT-A-TEE CONNECTION TO EXI T. 17 LF 6" SO O S=0.0100 / EXTEND EXISTING SS ±220 IE) WITH 4" SS TO GREASE TRAP S O TRENCH DRAIN CHANNEL LOW PAINT IE=211.17 8" SS 9 ( 8 IE 6"=214.23 30" 50 (I.E. O SPRING LINE MATCH ±207.8) 3 � CONNECT TO EXIST. B" STUB. � ® 5-00200 SEE PLUMBING FOR GREASE TRAP SCHEDULE ± IE=226.50, 6" RD 42 LF 6" SO O S=0.0143 � INSTALL 18 LF 6" DI SO O S=0 1186 2 CONNECT TO EXIST. 30" SO 21 CB #7 PER DETAIL 8/C4.18 4 ADJUST MH/CO RIM TO FINISH GRADE iC INTERCEPT 6" SS FROM M&F, LE=219±, VERIFY AND INSTALL � O RIM= SEE GRADING ( , 43 LF 6" PVC SS AT MIN. 2'. V lE=?24,J7 CLEANOUT RIM-(SEE ALL EXISTING UTILITIES UNDER NEW STRUCTURES TO BF CB p3 & 14 (2 CB'S) PER DETAIL 8/C4 IB IE 6"=216.50 5 REMOVED PRIOR TO O TRUCTIO INTERCEPT 4" SS FROM V&F, VE =222± VERIFY AND INSTALL -- INSTALL 60 LF 6" SD O 5=0.041 t 15 RIM-(SEE GRADING) 42�11P F 6"�IE �ILII'I�c 7 4 i f 16 LF 4" PVC SS A T MIN 2'. CB #3 IE(W) 12"=?18.50 Q �\ GREASE TRAPS APE ADD AL TERNA TE, OWNER WILL DETERMINE rE=226.50, 6" RD CB p4 IE(E) 12-=218.60 22 CB4.1B 2 ( 6 WHEN OR IF THESE ARE INSTALLED BIDDERS TO SEPARATE 16 LF 6" DI SO O S=0.0875 CONNECT TO 1?" SD RIM-(SEE GRADING) THE COSTS OF THE VAULTS AND ASSOCIATED PIPING 12 CONNECT PIPES WITH T-WYE AND INSTALL 105 LF 6" PVC SS + 30 LF 6" DI SO O S-0 0400 TO CO 38 LF 12" SO O 5-0.1600 IE 6"=218.96 LEGEND SEPERATEL Y AT MIN 3% WITH ONE CLEAN OUT AND CONNECT TO EXIST. MH CENTER 16' LONG 0.1. PE PIPE AT SERVICE TUNNEL WITH OUTSIDE DROP, PE-CHANNEL THE MANHOLE CROSSING. !E O NORTH FACE 224 86. IE O SOUTH CONNECT TO Exr57 t2" STUB (IE±212.4) 13 LF 6" SD O 5=0 2131 -- - - FACE 224.47. INSTALL MODULAR "C" LINK SEALS IE=210 90, 15" RD CONNECT TO EXIST 6' SU (IEt216.19 VERIFY) IN TUNNEL HOLES. (APF'RUX 4" LARGER THAN 16 INSTALL 24 LF DI 15" SD O 5=0.0197 X23 IE=225.00, 6" RD EXISTING LUMINARE PIPE OD) INSTALL INSERT-A-TEE CONNECTION TO EXIST INSTALL 50 LF 6" SO O S=0.0800 EXISTING STORM DRAIN LINE o l 30" SD (LE. O SPRING LINE MATCH ±210 4` IE O EXIST MH=221.00 EXISTING UNDERGROUND POWER LINE EXISTING CATCH BASIN \/ If=226.50, 6" RD INSTALL 52 LF 6" DI SD O S=0.0500 INSTALL 30 LF ACO NW TRENCH DRAIN WITH 24 IE=224.98 CLEANOUT <8> 7 OUICKLOK (OR APPROVED EQUAL) WITH INSTALL 60 LF 6" SO O S=0 0895 EXISTING GAS LINE EXISTING FIRE HYDRANT 1 5 90, CLEANOUT LOAD CLASS C STEEL PERFORATED GRATING INSTALL 12 LF 6" SO O S-0,4083 PER 9/C4 IB INSTALL CB WEST END WITH <a> 5 INSTALL EROSION CONTROL PER SHEET C3.18 EXISTING WATER LINE EXISTING WATER VALVE L' CONNECT TO EXIST. 6" STUB (1.E.±219) A 6" SO DISCHARGE l0 EXISTING 30" SD EXISTING SANITARY SEWER LINE SEE GRADING ELEVATION WASHINGTON G WATER KEY NOTES -- • -- • - -- - - PROPOSED WATER LINE EXISTING POWER VAULT _ SQUARE MALL PROPOSED SANITARY SEWER I H PROPOSED WATER VALVE c PROPOSED STORM LINE - ISOLATE EXIS77NG WATER LINE AND SCHEDULE SHUT--DOWN CENTER SINGLE PIPE LENGTH ON SERVICE TUNNEL CROSSING cD WITH MALL MGT AND ±VINO CONNECT TO EXISTING 1Y 6 INSTALL MODULAR "C" LINK SEALS IN TUNNEL HOLES Q --- __ 0 PROPOSED CLEAN OUT ' � k ? PROPOSED CURB O WATERLINE WITH 12" TEE W/ BLIND FLANGE (N) AND THRUST (APPROX. 4" LARGER THAN 00 OF PIPE) IE OF WATER UNE O � L BLOCK REMOVE AND DISPOSE OF EXISTING WATERLINE (S) CROSSING 223.59 EXISTING CURB PROPOSED STORM MANHOLE " ALL HORIZONTAL AND VERTICAL BENDS TO HAVE EITHER A .. vC THRUST BLOCK OR RE.STRAINEO JOINT PIPE. EXISTING POWER MANHOLE PROPOSED SANITARY MANHOLE AREA SHOWN -- __ rn INSTALL 1?"X6" TEE W/12" GATE VALVE (E) INSTALL FIRE J - k� W " O EXISTING TELEPHONE MANHOLE A PROPOSED FIRE HYDRANT -,� Z a� HYDRANT ASSEMBLY PER 4/C4.2B -� INSTALL 12'X8' TEE. EXTEND d" AND MAKE CONNECTION t0 EXISTING WATER MANHOLE ~ U ..J 3 �XXx UT1U tIES TO BE- REMOVED -_ ----- zcr FIRE RISER MAINS PER ?/C4 OB SCALE INSTALL RELOCATED 2` METER (N) PER 5/C4.2B, EXISTING STORM MANHOLE ' r� �J INSTALL REL OCA TED 4" METER (CENTER) PER 7/C4 28. 1 PROPOSED PAVEMENT, SEE NOTE G EXISTING SANITARY MANHOLE 19.. SHEET C20 INSTALL NEW 3` METER (s) PER 6/C4.2B VICINITY MAP � 1t1 5 INSTALL 8"Xd` TEE, SEE DETAIL 2/C4 0Ei 'NL,I t y 4,, � ",: - I , 12 13 14 �1 �. , LEGIBILITY STRIP �m"wl c" le 17 Ile ® 20 2 23 24 2'5 2C, 2 7 29 29 3, ' • • .�t �.:J,t�J��Ja�-�.I�,��i�1Aa.�.uA�.l�, I .!i�l I .:,. I Vii. I»au.w.�I,,. .a.i a lll,�.Ua a.i.i l- � ►� ( I I I I a k f r A _ I � y aG 3 R Fit yv r Ile- LOCATE FRAME AND COVER iU OVER LEDGE OF AT LE A', O � 12" IN WIDTH �\ y — _ O O O _ r � LL Opp 1 — ;illi.,~- •:� . -- MAXIMUM 27" FROM r O O REDUCING TOP SLAB — IOP Or FIRST STEP FRAME IN NON-SHRINK .� < ,y ' TO TDP OF CASTING _ GHOUT O „ - GRADE RINGS (2",4",OR 6") \ SFT IN NON-SHRINK GROUT r-v-r-rYiw�ry-r-rv„ �� 1 r R d NO 1'f_S' �— - STANDARD ECCENTRIC Jl- Wr ,� , MANHOLE TO CONFORM rH ASTM C-47S 3' CONE STORM POLYPROPYLENE_ PLASTIC - ALL PIPES ENTERING OR EXITING SHALL - - a BE WA TER TIGH T 1 CdYk)[ EC' RE Nf OPCE ME N l CHANNELS TO BE 3/4 VERTICAL HEIGHT OF PIPE-SMOOTH FINISH - RAM-NECK OR KENT-SEAL 70 BE USED •.r low,, d r ' ON ALL MANHOLE SECTIONS •. MANHOLE SECTION t . VARIABLE 1'-4' - INSIDE DROP MAXIMUM 2' FOR SANITARY ( ) AND 4' FOR STORM VERTICAL DISTANCE INVERT TO INVERT _ - - MINIMUM HEIGHT OF STANDARD TO BE 5' Nj _ - SEF DRAWING N0. 100 MANHOLE STEPS ( �\ r r - KNOCKOUTS TO BE USED WHEN STUB OUT PIPE IS 3' OR LESS #6 3/4" GALVANIZED BAR fto MATERIALS. 12•' MAXIMUM 1 i �. e Uj " f,INGAL VANIZED! . FROM TOP OF ` FOR CONCRETE PIPE a FIFE TO MANHOLE y6 (3/4" DIA ) GALVANIZED DEFORMED REINFORCING BAR SECTION REINFORCING BAR CONFORMING MTH ASTM A•-615 GRADE 40 �Avr I / GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC .. y MUST CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. - - 12" OF 3/4"-0 COMPACTEL' ". 'r ti MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED ` �► �. MANHOLE FOR LARGE BASE MATERIAL ,f * WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE _ • DIAMETER PIPE 4 WITH SERRATED SURFACES. lip S 6' MINIMUM - � �. • . `-✓ G� SUBURBAN AND STANDARDW MANHOLE STEP __ 2 MANHOLE FRAME AND COVER 3 STANDARD MANHOLE 1 SCALE: N.TS. 4. 1 4. 1 Q r W ; DRAWING Nr) ^in 4. 1 GAS do WATER TIGHT _ J THREADED PVC CAP NON-SHRINK GROUT STANDARD CAST IRON FRAME AND COVER \• \ e ' I V -- STANDARD MANHOLE O \� W •- 147 \Ilk GRADE RING �1 �1 (� p p Q e = Q E) V q U Cn FINISH GRADE V '. °n• r- v, a n •• - �a�, ❑ OG ❑ ❑ — — aoo MIN. / CATCH BASIN 8 . n i, o Ips a.°^ •...� PROVIDE 3/4"-0 FOF- A --� � SANITARY ��•� MINIMUM OF 6" AROUND ~ CLEANOUT — — - o Cc 6" SECTION B-B77 �\ SECTION A A a . .. �e 7' !� Q co Q a t '.i•�• 4�:.a r:��• `,.;c�•'�e,a' p .. NOTES. •'d/ ,� \ ^�.a.r :i��•o"� - _ •S.,-6" MIN --� el►1 � ! s - C 1/4 ALLEN HEAD BOLTS _ . _ . 1" LONG RECESSED t / NOTES " -- ALL PERMANANT CLEANOUTS -- i Lnglneering advice may be regk TO HAVE 801 T DOWN COVER _ ._:_ /� ;' 3 1 It is necessary to ensu s the ;n,n•t,.m dime•.sions shown, ore suitable for the exist,rg grourd condition, an A mlrimum concrete s'.r1�,r.1 Of 3000 PSI i9 rlCarnmM`r1n! The concrete sr�0uld be vibrated t0 eliminate av -,; pockets Engineering advice troy be required. O �, a L- •' o r• I + i 1 r -e, �.�„•.�•,• a C.-• a .�' L-• r �.-i,• t•r � 6" _L _ 1 Expansion and crock control joints nra recommended to p•otec the cna"ire and me concrete su rounC Ln ^- � ' "r''`:•� '' ° °. e 7 v ^'"n ` % 4 The finished ievel of the concrete surround must be 000fou 1/8+" above the top of the channel edge � ��. +��:a'��w•� n , •`,:i'•` /1 i '� _--- —``---"--2 '� - `"—� I S Refer to ACO'S latest installation instructions lot complete dstol-s C � SPECIFICATIONS CONCRETE ENCASED ;1" The surface droinoge system shot be polymer concrete K10OS Channel system kite golvon;red %,eel or stoinlcis t» BOTTOM OF WYE stool K-roils as monuldetureld by ACO Polymer Products, Inc, Chardon, Oh C 2 / -Cho note shall be manufactured from polyester resin polymer concrete with an integrdry colt-in golvanired steel or C 114---0 FOR PLASTIC PIPE J14"-0 g stolnlsss stool edge raf e '` / />•-r7 -The ey!Itern shall be 4 inches (100mm) nominal ins-de width with a 6.1 In (155mm) overall width and a tslope 0 - if ch nel all have efor- (loom I " dAdndhonnnis(150mm) ovalshall be rld ll'nauts onothe lbottomlfwpvetticaQcon etliOn whth underground pPn,g / NOTES -The ca•nplete drainage sys1e111 shall be by ACO Polymer PrrAucts, Inc Any deviation or portmi system design O Q1 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS and/or improper installation will void any and all warranties provided by ACo Polymer Products, Inc c A F TIRr kb'�� TI A �, �T P!� 2 COVER AND FRAME SHALL. BE GRAY CAST IRON ASTM A dA CLASS 30. •-Chonnel shall withstand looding to Load Class -.__ *(DIN 19 580) Grote type shot be oporopr-ote to meet the 2 system load class specified and intended application Grates shall be secured by means of either n baltless locking C No TE CONCRETE ENCASE .N SECTION AND 4, Br'NO IF C4NCR E F DETAIL 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. *Ouickiok' device or tacking bolt and bar Channel and 9+ate shall be independently certified to meet the specified rn DIN 195M load class. C 2 4. NOTCH LID FOR LIFTING HOOK. -Polymer- Concrete shot have material properties of compressive strength fangs between 14,000-14,500 psi, fle■u— W strength between MOO- X by weight and shall be resistant to 4500 psi, tensile strength of 1500 psi. the -` snot Mid water absorption rale shall not exceed 0.1 prolonged salt exposure, repetitive frost cycles and C•he^' 'I STANDARD CLEANOUT g resistant to dilute acids and aikor+s The system shall be installed in accordance with the manufacturer's instruct-ors and recommendations SCALE N T W S. DRAMNG NO. 150 4. 1 CLEANOUT FRAME AND COVER 6 SUBURBAN AND STANDARD •fill .r, ,. required MANHOLE FRAME AND COVER 7 C V►' `i 1)RAN1NG NO iFll 4. 1 - ----- SCALE.: N, 1.5 (:.WS DRAWING NO 110- SA 4. 1 ACO TRENCH DRAIN D 61.. 7 C r0 liil�fl'IjIII�IIIIIiYII� �tII�tIIIIIII)�iill!t.®till'tlill! �n �lnbn ,i!tih lr. L,rM«rMli•� !Mwiii4'i�n , I A g � �.mo �� nvrrxselvn'�,I - 't`. til t I LE0181LITV STRIP f T - _ _ 2.3 24 2°S 26 2e N1yNt oil t 1 l '. .- �. j. ]� l 1� `r. eilUyf N C� •.+-` SIDEWALK ADJACENT TO CURB �.,� „ ;,.• �• � yr • ` VOL UNE OF THRUST BLOCK 4 ' BEARING AREA OF THRUST BLOCKS IN SQ, FT. IN "o V 9 (Vf WI It Al " rrtIcy 4`;' (?r' I/I" 11 114' !FT REND ANGI TEE 90' BEND >llk. BEND BF ND RE 10 Y17E +y�"J— I "5* '1I I 4 13 18 10 10 10 r 1.1 0.4 01 6 —28 - 40 — �'2 11 1.0 L, 2,7 10 _O'l 8 50 -- 71 -- 313 ?0 V-10 8 40 15 0.E 10 7.9 111 ^-- - 6.0 31 15 10 60 2.3 0'• t2 113 160 87 44 20 1? 8.5 3.2 r 16 201 E'R4 154 78 ,39 14 115 43 !fl r 20 _311 ^ — 444 240 12.3 62 16 148 56 03 P4 45 c' 640 346 177 8.9 VALUES RASED ON t'00 PS! WA1Ep wrE SSURE AND Z000 PSi SUIT REAw'1NL t 'f CAPACITY CAST IRON TOP SECTION �a �- • AND COVER WITH "WATER" CAST IN TOP SLIRf ACl - ; UNPAVE I PAW i % - 1 i � �� APIA'> AREA' L ►� ` HAND TAMP BACKFILL NOTES: ,� , ; SIDEWALKWITH PLANTER AROUND TOP SECTION - 6" MIN - - IA — -i - --- __ 1?" MAX. `o. � -- o ice'=_ f r) VALVE Box NOT TO REST . ., : ,.,;n. 71, STRIP A T CURB ON OPERATING ASSEMBLY. /. • CAST IRON 2) OPERATOR EXTENSION - 8OTTOM SECTION - �� REQUIRED WHEN VALVE NUT BEND TEE VERTICAL BEND 0 IS DEEPER THAN 3 FEET FROM FINISHED GRADE. �'06Lrrai-DME N OPERA TOR EXTENS!ON )PEP 4�`Ic• S1M6 30' 3 CENTER VALVE BOX ON X AXIS OF OPER. NUT. I6' aF3 -- 36' 67 JX 4) PROVIDE 24" SQUARE BY 4' THICK CONCRETE PAD AROUND VALVE Q--- NOTES COMPACTED - -- BOX OUTSIDE OF PAVED AREAS 3/4"-0" 17 CONCRETE BLOCS/NG TO BE POURED CRUSHED M 5) VALVE BOX COVER SHALL BE A AWINST UNDISTUPBED EARTH ROCK ' co MINIMUM OF 4 1/2" IN LENGTH 2) ALL CONCRETE III BE CLASS 2400 - t NO TES: Q 3) INS/ALL ISOLAijON MATERIAL OE/WEEN f`— STRADDLE BLOCK PIPE AND/OR rITT1NGS REEORE P0t)R1NG SEE DETAIL No. 200 &OCKING W 4) CONCRETE SHALL BE KEPT CLEAR Di A, JOINTS AND ACCESSORIES THRUST BLOCKING DETAILS 2 FIRE HYDRANT GATE VALVE 1 UTILITY TRENCH 3 STANDARD INSTALLATION 4 ` �i4.2 SCALE: N.T.S. T.V.A.G'. UkAvV9N6 NO. 20 '4-2-� n: g Q W m � uj Q � Q � z - --� O -- - N I 1'I'I':R I A l"S Q F-- -- ----- -- 7'-9' TEM .. : 4 � �ti - 1D LADDER rrq 11 r 13 ` �I ` I 1 a 19 14 _. ��:�T�:I`I:1 I,S ___._--------- j a a I--- w_r-__--. - ITEM OTY - DESCRIPTION e wca,r OF w►r 1p -- - - - 10 1 1 3' COMPOUND MERSEY -- --- 2 2 3' GATE VALVE FLG - - � y' CA9EYENr - F w tj 3 1 4'x3' REDUCER FLG ?� I r r � V J -- �= r q 7 �'P a I a_ D I SPOOL FLG x PE 5' LONG 17 g� 5 1 3' D 1 PIPE 5 F T, LONG l • • - r •� - - 6 1 3' FLANGE COUPLING ADAPTOR I , /T` 7 2 4'x 2' SERVICE SADDLE c 2'x 6" NIPPLE BR -- .� > � �� L V , • wRovLRr. 1.1«t � o - cl 9 1 4' RETAINER GLAND � - - - 10 2 2' ELL BRASS a ' - -- 6 11 1 c' COPPER TUBE RIGID _ PLAN 1. 0• 1 Ic'. I 2'x 3' NIPPLE BRASS n 13 1- 2' COUPLING COMPRESSION _ _ PLAN PLAN 2 14 1 UTILITY VAULT 676-WA-32 WITH OPENING- gel c"�RC' NL �INr N o FOR BILCO DOOR JD-3AL AND OSHA - ----- ____..--_ �.__—�- (_ �O GROUND LINE 3 APPROVED LADDER of _— 15 1 OPTIONAL SUMP PUMP 'GRUNDFOS' � �- T THRUST BLOCk--'-- MODEL 'THE BOSS 200' 1/3 HP STAINLESS DISCHARGE TO CURB OR STEEL, SUMP PUMP WITH FLOAT SWITCH -- I -r +` STORM DRAIN AND 1 1/4' DISCHARGE <M1SC PIPING FOR DISCHARGE: WITH INLINE CHECK VALVE? Ln 16 2 3' PIPE STAND 'STANDON' • r' 17 1 3'x 2' SERVICE SADDLE`~ Cp DISTRICT INSTALLED CUSTOMER SIDE Lo I 1H 1 2' GATE VAl VE BRASS IPI 19 2 2'ADAPTOR MIPT x COMPRESSION + ELEVATION INSTALL CONCRETE. BALLAST �t - \ 1 SEAL ALL OPENINGS IN VAULT 6' 3/4-0 COMPACTED MIN AROUND BASE OF VAULT IN AKLAj WITH NON SHRINK GROUT ROCK LEVELING COURSE /.� WHERE FLOODING OR HIGH GROUNDwA'c _ EXIST INSTALL CONCRETE BALLAST 3 CU YD, 6' 3/4-0 COMPACTEn 16 MIN AROUND BASE OF VAULT IN AREAS DRAIN OR - ELtVATI�N 0 ROCK LEVELING COURSE. WHERE FLOODING OR HIGH GROUNDWATER ND T E S m EXIST• mow,:. c 1--1/2' 6 2' METER DETAIL No DRAIN TO DAYLIGHT OR TualntlnSrtll� Nall r Ih�tr1 t INSTALLATION 702 INSTALL SUMP PUMP E LE VAT I O N 1 SE Al ALL OPENiNG'i iw VAL. w'I'M N'IN �HPINv, ',W�Icl c C C m 3' COMPOUND 4' COMPOUND n. 2' METER INSTALLATION B METER INSTALLATION �6 METER INSTALLATION r 7 Q cr SCALE N. T ti T V.W Q. DRAWING NO 702 4.2 SCALE N i ' T.V W FJ DRAINING NO l0 3r.r 4.2 cry r , a;A L C V,iv r i< �4.2 gr C V � W, - ` A 7 J } Q Q (j 61 LEOISILITY STRIP r.r, - O.I 2 r 5 6 1 A 0 10 I 1 12 14 14 A 1-7 f) 19 2i 21 22 23 W4 2r, 2A 2' 2R eo 4 'OI ��IIIII.�E�lll�llll�:l;1:�11iJ,!J,lJ�1.�11.1J.11��1111!I L 1 «oN I . i 11 0 100 i111,� .. .. .,. ,. -. :.. - - ..... . .. .: ', ..... ,....- .. _ .. .. .... .. / is I' 1 F^ W1T1}fW } U u. o ttl �cMUvc�� , I tr`i �. JSB O 4' O.C. _ , f 1 OR — / TI RE.ES TOPROIDE AND IA!, E PROTECTION �L (T ) / FEN�IMG AS SP 4 A,',.: Iry 'A_: 4 • ' 't" !• � --- PROPOSED PLANTING POTS. STYLE SIZE, OTY, AND PLANT MATERIAL ATO - BE DETERMINED AND PROVIDED BY 4 0C -�\ OWNER (TYPICAL) �. • .`' NORDSTROMS I I , I r - - 2 RV 2 PV-- 12 V--12 PMP 12 PMI' f _ . .Tr�T. . i 28 B TA .» [ L >. t r \ LLJ JSB ® 4' 0. '� ® El 30" O.C. 2 OR \ ! JSB 0 4 PARK, f N G S T R U C T U R E f ? OR DE AND INS TR DE ANDTI ! JSB O 4; C NCiNG A5 TECSPE -- 43 VTSB X ,. -25 BTA 3 OR 11 — -- Q - -'f-JSB 0 4' Q C. 3 P S A - -----5 Ac i UJ 'rr w Q 41r General Tree And Plant Preservation /Protection Tree pry.• ,on fence must be installed prior to the of any activity which may potentially intrude into root zones of //1 Trees de_.ynoted to be retained Where fence locohor -nodificotion has been recommended, the fence must be a minimum PLANT MATERIALS LiSTING .>r •. � �'/J of twenty feet from the trunks of trees to be retained or as directed and approved by the project consulting arborist 2. Clearing must be accomplished in a manner which will not injure Or Otherwise adversely effect those trees designated to be q•�,• d yl�ic r lam'•• retained �Awr •• � 3 Stumps of felled treeb located within twenty feet of trees to be retained must not be grubbed They must be ground below TREES ;1. • !4. P ., grade or root pruned as approved by the project consulting arborist prior to their removal 9 AC ACER CIRCibATUM `.: !.tAPLE 8'- 10' B&B 3 STE!.' �_• . + 4 Pruning will be required on trees identified by the project consulting orborist to minimize the potential for failure in all or port 9 ARA ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 2 5" CAL H&P ~� from wind thrust and persanc; injury or property damage / y,.; � 2 OR QUERCUS RUBRA RED OAK J. CAL B&B 5 Provide temporary fencing, borncades and guards as required to protect trees and other plants, which ore to rema!n, from all 10 CN CHAMAECYPARIS NOOTKAtENS15 'PENCIULA' WEEPING ALASKAN CEDAR 8'- 70' B&B �� damage Erect prior to commencement Of clearing and demolition work and remove Only offer all work potentially injurious t0 ( t trees and other plants is complete Fencing shall be placed around the tree at the dripline 6 PSA PRUNUS SARGENTh 'CCHANTI LEE COLUMNAR FLOWERING CHERRY CAL, B&B I Fencing shall be 4 feet high visibility plastic on steel posts placed no further than 6 feet oport 8 PCC PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR 2" CAL. B&B �L$P , extending no less than 4-1/2 feet above the. grotnd, kept tout at all times. 6. Protect Oil trees from stockpiling, material storage, vehicle parking and driving with n the tree drip line or tree protection SHRUBS M m fence area 7 Protect on plont growth including root systems of !Fees and plants from 1,36 BTA BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE LEAF BARBERRY 5 GAL CAN SHRUB F -ANTING DETAIL W � 1. Dumping of refuse 8 RV RHODODENDRON 'VULCAN' RODODENORON 18"-24 B&B 0 y 2. Chemically injurious materials and liquids. 48 PMP PINUS MUGO 'PUMILIO' PUMILIO MUGO PINE 2 GAL CAN k 65 VTSB VIBURNUM DNUS 'SPRING BOUOUE T' SPRING BOUQUET VIBURNUM 5 GAL CAN J. Noxious materials in solution caused by run-off and spillage during mixing and plocement of construction materials, and drainage from stored materials. 181 VD VIBURNUM DAV1011 DAVID VIBURNUM 3 GAL CAN N h 4 Continual puddling of running water �+ Protect root systems from flooding, erosion, excessive wetting and drying resulting from de-watering and other operations. GROUNDCOVER SHRUBS 9 Protect all existing plant material to remain against unnecessary cutting, breaking and skinning of roots and branches. As fkeq'd JSB IL.44IPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 5 GAL ANT 48" O/C skinning or bruising of bark A, Pon',! r�T; rnTr1.VT•A;TFR OAMMERI 'CORAL BEAUTY' BEARBERRY COTONEASTER 1 GAL. 'L. N' 30" OX 10 Oo not avow fires under and odjocert to trees or other plants which are to remain 11 The consulting arborist will direct removal of branches from trees and large shrubs, which are to remain, if required to clear new construction and where indicated; and to d rect tree root pruning and relocotion work. IRRIGATION DESIGN NOTE 12 Where directed by Consulting Arborist, extend pruning operations to restore natural shape of entire tree IS Cut branches and roots with sharp pruning instruments. Do not break, chop or mutilate, THE 'DESIGN BUILD' IRRIGATION SY', ':' WILL BE A FULLY AUTOMATIC UNDERGROUND SYSTEM DESIGNED TO 14 Water trees and cther vegetation which ore to remain as necessary to maintain their hearth during the course of the work CONNECT TO THE EXISTING IRRIGATIG% COMPONENTS. THE IRRIGATION SYSTEM WILL BE DESIGNED AND MmnMr' o w�tnr s,rPdue aid an,:gent. CONSiRUCTF.D TO BE AS EFFICIENT IN TERMS OF WATER USAGE AS POSSIBLE. TECHNICAL 'DESIGN BUILD j- wAriHINCiTonl SPECIFICATIONS WILL BE PREPARED BY W&H PACIFIC LANDSCAPE ARCHITECTS. SQUARE MALL Excavation, Grading, and Filling Around Trees ` i txcovote within root zone ••ells on;), where indicated and occeptoble to the consulting arborist - 2. Excavate around tree roots W,thin tree root zone only under the direction of o Consulting Arborist retained by the contractor. 3 Where trenching for utilities is required within root zones, tunnel under and around roots by hand digging Do not cut main L lateral support roots Cut smaller roots which interfere with installation OI new work, use sharp pruning tools of 4 Where excavating for new construction Is required within roof zones of trees, hand excavate to minimize damage to root - /REL WRAP IRC+M ([RDUND to ` systems. E/se norrow tine spoding forks and comb soil to expose roots. Relocate roots in backfill areas whenever possible. If FIRST BRANCH - large, main lateral roofs ore encountered, expose beyond excavation limits as required to bend and relocate without breaking STAKES S, If encountered immediotely adjacent to location of new construction and relocation is not practical, cut roots approximately 6 A. i-DO VOI2X2 SIS OF !rF NODI DO NOi PENfiRAtE" ROOT BAt.I inches bock from new construction. t� WITH SLAKES DRIVE 3' MIN G PROJECT SiTE ' 6 Do not allow exposed roofs to dry out before permanent backfill is ploced; provide ter.Ip ury u '!, Seer, pick with wet peat TREE nES moss or 4 layers of wet untreated burlap and temporarily support and protect from damoge unfil permanently relocated and _ covered with backfill WOteF puddle backfill t0 eliminate voids and air pockets. REMVE BURLAP AP ANp TWINE STAFROKING C � 1`01101/3 (?r BALL AFTER S1AK[NG ��!! 7 All pruning shall be performed to ANSI A--3W pruning standards by Oregon state registered tree core firms employing certified y REMOVE ALI. TWINE AROUND BASE tD arborists. Other therapeutic care work shall be perforrned f0 National Arborist Association Standard% OF TREE THINK f0 THE FIRST BRANCH Q. PtACf Root BALL AT top OF MULCH 8 Maintain existing grade within root zones of trees unless otherwise indicated Or acceptable to the Consulting Arborist. 1 [AVER h REMOV[ BURLAP ANO tIMNE FROM O 9 Lowering Grades where existing grade is above new finish grade shown around trees, under direction of consulting orborist, VICINITY MAP ,� c l' careful/ hand excavate within root zones to new rade Luf roots exposed D PrcavOiiOn 4 O roximatel 3 inches below _ r PRONOf A BARK MULDIA AND II BASIN • FOP I/3 OF BAu AFTER STAKWG - R Y 9 p Y PP y APPROx 74 INCY/ DIA AND ? INCH DEP IH REMOVE All TWINE AROUND BASE to efevution of new finish grade. IN All. PLANTING ANO [AWN AREAS OF WE TPLAW to THE FIRST BRAN, 10 Roiling Grades permitted only as acceptable to the consulhnq arborist '- �I1�I PLACE ROOT BALL A► TOP OF MULLH r C 501[ Mix BA(Y(rILL LAYER C_ Pre and Post Construction Tree Care SCARIFY WALLS AND ROT'(W Of — PROVW A BARK MULCH WATER OAS[N • V w PANTING PIT AMWOX ?• WCH INA AND ? INCH DEPTH I IN Alt Pt ANnNG AND L AWN AREAS 1 AN flees tits,Vouted to be eto.nctj w,t'•r Ur project limits shall be pruned to ANSI A 300 pruning standards with selective low �- — limb removal, os directed and approved by the Consulting Arborist, where required for construction clearance. - - —l -- -- sat Mix BACKFIII ? If required, Structural support (cobling) will be required on specific trees as identified by the Consulting Arborist, to National - j Arborist Association Standards i SCARIFY WALLS AND BOtiDM Of a � PI.ANTWC PIT � J All therapeutic core recommended will be directed, inspected and approved by the Consulting Arborist xl IriQr SCALE 4 Aeration as determined by the Consulting Arborist may be required in areas where construction compaction hos occurred �; .�i)w "u 'i 3, If required, Deep roof liquid injection fertilizing of all trees retained within the project limits will be performed following the RFs,, FIA , �� ZAllow completion of COnstruct-OM to National Arborist Association standards The timing of this fertilizing will be determined by the `L Consulting Arbwlst TREE PLANTING DF_ TAIL CONIFER TREE PLANTING DETAIL 61 1 -- LEOIRILITY STRIP 1' CM 1 �l'".za 0 1 P 3 4 !3 P -7 P SI 10 It 1 2 3 14 I Inmm.I t,. t.J I7 �P 19 2C` :3 �4 K°3 ?@ 2' 19 s el 11 OI MONO . t �1�111aitl.�l�wl�il►li��1►J1tJ,l�It��lk>J�1�1�1��:.�J�t�lt►J��i.r��I �.itl�.�,l��:�1�� ,I ' ' - - P ft.04101P ON.Is 1 1, Ol ,; 9r a II I I LEGEND NOTES I DEMOLITION KEY NOT ES REMOVE EXISTING CMU PARAPET. COPING AND ROOFING 10 BE (` 1 �/ FLUSH NTH EMSTING ROOF MEI 3 I I ' REFER. TO 23/A4 18 i 51/A 1.18 FOR ADDITIONAL INFORMAIION FMW REMOVE EXISTING ENTRY DOORS, CURTAIN WALL, SUPPORT COLUMNS (COLUMNS MAY BE RETAINED FOR SHORMIG USE BY 1 ! I CONTRACTOR;' DISCRETION) CUT COLUMNS BELOW EXISTING SLAb t C/ 2" REMOVE AND SALVAGE ROUND FEATURE GLAZING ON LOCk T EM II I' r REMOVE EXISTING FRAMED PARAPET AND CLADDING TO BE FLU',1• � � LC Y NTH EXISTING ROOF REFER TO 53/020 FOR AGD. WFnPMArr.t, � �'>gELO III II - t - ------ K- �- J L-.---!-�.IT � 101r •F ERISTING GkEENHQUSES AND FOUNDATIONS RELOCATION TO NEW EXPANSION kEFEk f0 A2-08 FOR NEW REMOVE ANEi RETAIN (8)EXISTING POLE LIGHT FlXTURES FOR F REMOVE EXISTING SIDEWALK. PLANTER'- AND MGAT04 SYSTEM, CUT AND CAP AS REQUIRED IV j REMOVE EXISTING DOORS AND PORTION Or WALL. REFER TO At B 4 / FOR FURTHER INFORMATION. 4 / NEW OPENING FOR EXIT DOORS BY NORDSTROM REFER TO At l F FOR FURTHER INFORMATION COORDINATE NTH OWNER AND I I I I I I I I I I II I I NORDSTOM. i REMOVE EXISTING FLOORING PROVIDE TEMPORARY FLOORING INF \ / TO SS 0 TENANT AREAS FUNCTIONING MAINTAIN ACCESS t F it Nf, DURING CONSTRi 10 NOT USED 11 EXISTING SIDEWALK TO REMAIN t2 REMOVE EXISTING ROLL LIP DOOR )) REMOVE .XISTING EXTERIOR DOOR AND FRAME. TYP 4) REMOVE EXISTING PLANTER AND LANDSCAPING, CAP AND _ RECONNECT IRRIGATION PIPING AND DRAINS TO MAINTAIN UTiu'; D E M_O L I T I O N ROOF PLAN TO PLANTERS TO REMAIN _ REMOVE EXISTING BIKE RACK, 5) PLANTER TO REMAIN AT THIS LOCATION (CROSSHATCHED) REMOVE EXISTING CORRIDOR DOOR. CMUWALLS. ROOF. Ar) FOUNDATIONS FOR CONNECTION TO NEW SERVICE CORRIE)F w DEMOLISH EXISTING STOREFRONT AFTER NEW BUILDING IS CLOSiL I I I IN AND MAINTAIN EXISTING EXIT WIDTH TO SAFE DISPERSAL At A: TIMES DURING CONSTRUCTION PROVIDE PUBLIC PROTECTICx- DEVICES AS REQUIRED REMOVE AND RELOCATE E)OSTING TRASH COMPACTOS M COORDINATE APPROVED LOCATION NTH THE OWNER.0W 20 EXISTING LIGHTING COORDNATE NTH ANORDSTROM ND BASE TE ANDTHEMOVED Y NORD5IRGM OWNER REMOVE EXISTING CMU STRUCTURE AND ROCr Q z'V-,r EXISTING METAL PANEL SYSTEM ui GENERAL DEMOLITION NOTES Of TO A-L :1EMCCTION SHEET' W Go - - � - --_.- - - - - - ------ - -t--_ __ -- ---- _ THE CONTRACTOR SHALL. W JCOORDINATE ALL DEMOLITION/PH ASING EFFORTS WITH THE ARCHITECT-ENGIEER AND OWNER'S REPRESENTATIVES, EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF QMALL RATION AND TO J AND TEN NT EXCESSIVE NOISE OROVIDEP BRATION SHALL ATRONMANAGEMENT, - - PRE APPROVED AND COORDINATED WIN THE OWNER'S E REPRESENTATIVE. COORDINATE NTH THE OWNFR ANY PRE-APPROVED z 2E DISRUPTION AND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SO AS TO MINIMIZE THE DISRUPTION Cf O I 1 -- - I SERVICE. i i I I I 1 I TIE 4 CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING 041CH OFFER A ONE-HOUR fL.►L' I I ! 2 + ENCLOSURE TO ISOLATE ANY OEMOUTION/CONSTRUCTION WORK I 22 I I , 22 FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARr B 1J J I I 19 I t9 THE OWNER COORDINATE LOCATIONS NTH THE OWNER AN`_' .; -- - L - - .� �� MAINTAIN MEANS OF EGRESS THROUGHOUT tF4E WORK Vuj / I — — — -- -- -- ---- — -- _— L--- �. 13 — -. _--- -- _ - --- -.--- _ - �_--- .__ -- �---_ -- _-.- .�- ---` - - _ _1 _— - ___ - — - 5 MAINTAIN A SECURE. WEATHER-TIGHT ENCLOSURE AT THE 1 EXTERIOR OF THE EXISTING BUILDING THROUGHOUT THE �I 1 i 212 13 II le II II - 1 - — , AREDEMA ON/CONSTWCTION BUILDING SECURITY sPORTION I Of COORDINATED EXWORX I WITTHHA- 0 o I ( Nf 15 ° 0 2 1J ` OWNER. 06 --- - --- - 6 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ANC 5 S J I ELEVATIONS AND NOTIFY THE ARCHITECT-ENGINEER OF ANY I— III I! S • S II I 13 DISCREPANCIES. 21 L =- = -- � �1 L _ - -� REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, A`' R,EOUIRED TO EXECUTE THE DEMOUTWCONSTRUCTION WOR, DESCRIBED 8r THE ARCHITECT ENGINEER �\ REMOVE ALT DEMOLITION MATERIALS FROM THE SITE UNLESS O 8. J NOTED OTHERWISE THE OWNER SHALL RESERVE THE RIGHT I 4 1 ERI 0 SALVAGE ANY MATERIALS I I I I e I I I —�� I I 9. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS O I I AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR �` •/ CONTRACTTION-RELATED INCIDENT PERFORMED UNDER THIS 0 REPAIR OR REPLACE ANY WAL,S, FLOORS. OR EQUIPMENT 12 i I DAMAGED AS A RESULT OF DEMOUTION OR CONSTRUCTION TO T L', —Jr I DJ OE I I I I I I p}OP I MATCH EXISTING FINISH AND/OR CONDITION __j LIMIT OF REMOV THE CONTRACTOR SHALL COORDINATE NTH THE 0 If l,J) I I 11. ARCHITECI-ENGINEER ANY MATERIALS TO BE REUSED ANDWILL 1 TL�DAERE � AND T' NATERITHF N0RD5TRA,1 FFUNNCTroNAAESTHETIC OF HEMA, 12 VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER. W 44 4L� 42 40. 39' 37 35 33 27 CibAMUX4ICAT1pW AND DATA CABLES 50 AS NOT TO INADVERTENTLY INTERRUPT THE CONTINUITY OF THEIR SERVICE Q 13 PATCH ALL FLOOR AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR PEROLITI14G OF NEW OR EXISTING PIPING, DUCTWM. CONDUIT, ETC..AS REQUIRED TO MAINTAIN FIRE SEPARATIONS FINISH AS REQUIRED FOR NEW OR EVSTING ADJACENT SURFACES. 14 CAP ALL DISCONNECTED MECHANICAL PIPING LOA', 40,imN IHE WALNEWLOR OR EXISTING ADJACENTND�CESS REQUIRED TO MATCH W 15. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FCX' Im cr n O FURTHER SEQUENCING AND SCOPE OF WORK 16 AVOID ANY DISTURBANCE OF SOLS WITHIN THE ZONE OF ■ C' INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLAP', A DIRECTED BY SOILS ENGINEER. Q 20 I I °w �14 L KEY PLAN r LIMIT OF REMOVAL / c c a ?0 a aMil-x OVERALL DEMOLITION PLAN EMOLITION PLAN - D L SCALE: T' C IT.p■�,rI 1 v LEGO&ITY STRIP 3 3 4 d d 4 O Q 10 I I 12 13 14 13 17 l A 19 20 21 22 1 3 24 205 26 2 213 29 a n , d I� I - )I ' I ! I�IIa,�t)J1�1��1�I�i � ilr�tl�►�l !lt l! alts.11!i1111 !;I.� �1111!I11J,111a� LlLL iL ! ! {l�Illl,.L�� I " e.! _., -0, _ -.. z, 1j LEGEND NOTES KEY NOTE REMOVE EXISTING CNAhut_,Lfh hIXTURE TYPE PHI i,;ANIAI Tu ht RELOCATED TO NEW E9PANSION REFER TO 20/D3.00 AND A306 FOR FURTHER INFORMATION REMOVE' EXISTING CHANDELIER FIXTURE TYPE PH2 (SMAU.) - r0 Pff e j A, ENiRANIE 2 - �� 1, RELOCATED TO MAII EXPANSION, REFER TO 21/D3 0i ` REMOVE SUSPENDED CEILING LIGHTING, ETC, AND PATCH AND PAINT r • ft J SOFFIT 0KRf AFFECTED n CG ( 1� REMOVE ANGLED SOFFIT AND FRAMING REMOVE EXISTING ENTRY CANOPIES CIL, j REMOVE ALUMNM CLADDING aif.,� `� • TENANT IMPACT IN THIS AREA TO INSTALL NEW SEAM DISCONNECi CEILING FiXTURE� AND OTHER ITEMS CONNECTED TO EXISTING STRUCTURE SHORE AND PROVIDE TEMPORARY SUPPORT RECONNECT AFTER IN,TALLATION IS COMPLETE CLOSELY DOORDINAIE ALL WORK IN THIS AREA NTH THE OWNER J REMOVE EXISTING GWB CEILING AND SOFFITS IN THIS AREA i �/�!�[7 ENTRANCE 1 z : Q CL m z Q O W f- 02 a w J o _ Q 0 2i z - v W 3 Q �. 8 Q T 7 7 / 7 W 0 6 6 4 SL 4 4 6 W Z w 12 22 O D3 OB 03.08 I L W e JZ C/ W Q o � OVERALL REFLECTED CEILING DEMOLITION PLAN > 0 0 a 0o ;r M 4 cc % EE REMOVE EXISTING PARAPET DOWN REMOVE EXIST G STRUCTURE, ---��r TO EXIST ROOF PROVIDE SHORIN AS REWIRED J ,...�REMOVE EXISTING CEILING I REMOVE EXIS TIN M4 l E ADDMC wSl OPF D E N 1R Y REMO - -- ---- w b WALL WCOVER TING TO ---- ---- E1OS1� G STOREFRONT SOFFI/i — ----- -— -- - — ING P,p{c4 REMOVE EXISTING SPRII(LER ry -- RNMOVF fx1 DAM G TO SINUC I � ENSURE Nn DAMAGE' i0 S11RUC1URE h Jr�h asc(:INE(.I ANI --- ------ - —- -- DOPING DEMOLITION _-- -- ------ ----- i CAP ;'RINKLFR F--- DROP CAF AT SOFFIT FACE —�. w REMOVE EXISTING CEILING L kl RAT THIS EWIRED OC TION A LEASE ENE KEY PLAN writ EXISTING Si(1REFRCNTS AND SOFT.iS TO RERAN— REN [XIS NC �A —_— srDRfFRON 1, Apo cau ANO Ns o $ P� d• - — — O C [`w - REMOVE EXISTING CHANDELIER -REMOVE EXISTING CHANDELEP Sl1PPORT BRACKETS FROM SUPPORT BRACKETBRACKETS iO REMAIN C BRACKETS TO REMAIN C Ll pow" l CHANDELIER (PH1 )DLTAIL _ CHANDELIER�PH2)DETAIL DEMOLITI N SECTION n,� 4' GCAII ,'�' - 1'-lY S('AlE t/e' 1'-0• °r.+,+�.war•-=rs :.,,m�mv,�.•,:,wn.. ', ..., ILL IIiW;I I ' �� ( I ��; I I I "T. .,,,;.. ,,. •, r•r,^.'r -. .,.. r LEGIBILITY STRIP rlj 3!►O� I Ijill�tll�iI1�IN:j. IIIIIII IIII�II11 Il�lfll IIrllltll'lll�ilil I�.I.�IILIII,I�IIII 11111'll��i1 ,TNI Illt�.i - ittl:Illliil�Iln� I �'. --: . i - _ ' 333333 1 ej 71 r I IIIre 17 a 1!9 20 ? 212 :,3 :4 25 26 2 2P 29 30 a n. O I VVA I I 1 (:3 (:) 114 S LJ E Li 9585 SW WASHINGTON SQUARE ROAD TIGARD , OREGON MALL RESTROOM REMODEL JUNE 20 , 2005 INDEX OF DRAWINGS CODESUMMARY VICINITY MAP GENERAL MALL ADDITION BUILDING CODE: 2003 I.B.C. AS ADOPTED AND AMENDED BY THE STATE OF OREGON r T a , GO.OB COVER SHEET AND SHEET INDEX — AREA B no o i OCCUPANCY GROUP: M — MERCANTILE — COVERED MALL BUILDING (IBC SECTION 404) res �( CONSTRUCTION TYPE: TYPE II—B UNLIMITED PER IBC SECTION 402.6 ra iey� orner W ARC__HIT_ECTURAL ALLOWABLE FLOOR AREA: UNLIMITED PER IBC SECTION 402.6, ONE OR TWO STORY BUILDING AND ADJOINING 60 FOOT OPEN YARDS I _ Of OR PUBLIC WAY AT ALL EXTERIOR WALLS INCLUDING PARKING STRUCTURE AND ANCHOR STORES EXISTING :Z bin Man -- A2.1B ENLARGED TOILET ROOM PLANS, ELEVATIONS AND DETAILS MALL IS OVER 350,000 SQ. FT. EXPANSION Q A2.2B ENLARGED FINISH FLOOR PLAN, ELEVATIONS AND SCHEDULES12 A2.3B PARTIAL FINISH FLOOR AND RCP PLAN AND DETAILS AREA: ACTUAL FLOOR FIRST FLOOR NEW ADDITION (GLA) = 76,571 SQ. FT. I sw Oak t r SECOND FLOOR NEW (GLA) = 54,833 SQ. FT. g s - OCCUPANT LOAD: I.B.C. SECTION 402.4.1 .1 = OLF = (0.00607) X (GLA) + 25 = 55.68 S.F./OCC. THEREFORE, USE 50 �_N 6w� o to oa to t I rete ' m MECHANICAL - --- S.F./OCCUPANT. 1ST FLOOR ADD'N. OCC. LOAD: 76,571 S.F /50 S.F. PER OCC. 1 ,532 OCC. 2ND FLOOR � c e nbu e ADD'N. OCC. LOAD: 54,833 S.F./50 S.F. PER OCC. L= 1 � ,097 OCC. -� siGTga dst I KSP-2 ENLARGED DEMO AND TOILET ROOM PLANS KSM-1 HVAC — ENLARGED TOILET ROOM PLAN REQUIRED EXITS: I.B.C. TABLE 1018.1: FOUR REQUIRED MINUMUM (OVER 1000 OCCUPANTS.) _ QPROJECT TEAM I Of W PROVIDED EXITS: 13 PROVIDED — NOT INCLUDING INDIVIDUAL TENANT EXITS AND ANCHOR STORE EXITS X ELECTRICAL EXIT WIDTH: WIDTH REQUIRED FOR A BUILDING SPRINKLERED THROUGHOUT (IN INCHES): OCC. LOAD X 0.2 FOR STAIRS, OCC. LOAD X 0.15 FOR DOORS AND OTHER EGRESS (,IBC TABLE 1005.1 ) OWNER EXISTING 2ND FLOOR STAIRS = 1157 OCCUPANTS X .2" = 232 INCHES REQUIRED THE MACERICH COMPANY C0 E1 .1 LIGHTING PLAN EXISTING 2ND FLOOR STAIRS = 477 INCHES PROVIDED (NOT INCLUDING INDIVIDUAL TENANT OR ANCHOR 401 WILSHIRE BOULEVARD, SUITE 700 -4-0 �n E1.2 POWER AND SYSTEMS PLAN STORE STAIRS) SANTA MONICA, CA 90401 v,! NEW 2ND FLOOR ADDITION STAIRS = 1191 OCCUPANTS X .2 = 239 INCHES REQUIRED T: 425.867.0808F: 425.867. 1577 Q) NEW 2ND FLOOR ADDITION STAIRS = 376 INCHES PROVIDED (NOT INCLUDING INDIVIDUAL TENANT OR ANCHOR C: RICK BEASON (— Z { STORE STAIRS) E: RICK—BEASON@MACERICH.COM U) O EXISTING 2ND FLOOR EGRESS (DOOR) WIDTH = 1157 OCC-S. X .15 = 174 INCHES REQUIRED EXISTING 2ND FLOOR EGRESS (DOOR) WIDTH = 384 INCHES PROVIDED ARCHITECTURAL 0 DLR GROUP, INC. -�-; DISTANCE TO EXIT: ALLOWABLE: 200 FT. MAX. (IBC SECTION 402.4.4) 900 FOURTH AVENUE, SUITE 700 a' (THE EXISTING MALL EXCEEDS THE MAXIMUM ALLOWABLE TRAVEL DISTANCE IN SOME LOCATIONS, AN SEATTLE, WA 98164 Z ADDITIONAL EXIT CORRIDOR WILL BE INSTALLED IN THE EXISTING MALL BUILDING WHEN A FUTURE LEASE T: 206.461 .6000 RENEWAL OCCURS) F: 206.461 .6049 (n C- TODD FERKING SEISMIC ZONE: REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC/STRUCTURAL REQUIREMENTS E: TFERKING®DLRGROUP.COM C+� FIRE PROTECTION: , STRUCTURAL Q EXISTING BUILDING SPRINKLERED THROUGHOUT AND TO BE PROVIDED WITH NEW 0 DLR GROUP, INC. STANDPIPES ARE EXISTING OR WILL BE PROVIDED IN NEW AREAS AS PER IBC SECTION 402 8.1 U PER IBC SEC. 402 7.3 EXCEPTION: 2 HOUR FIRE BARRIER REQUIRED BETWEEN MALL AND ANCHOR STORES SEATTLE, WA 900 FOURTH AVENUE VENUE SUITE 700 _ OF 3 STORIES OR LESS 98164 T: 206.461 .6000 OPENINGS BETWEEN MALL & ANCHOR STORES NOT PROTECTED AS PER SECTION 402.7.3.1 F: 206.461 .6049 INTERIOR BEARING AND PERMANENT PARTITIONS (NON—BEARING INTERIOR WALLS) NOT REQUIRED TO BE C: DAN MUNN, P.E. RATED AS PER TABLE 601 F. DMUNNODLRGROUP.COM SMOKE CONTROL SYSTEM ONLY WHERE REQUIRED FOR ATRIUMS AS OUTLINED IN SECTION 404 m SEPARATION BETWEEN TENANT SPACES SHALL BE 1—HOUR FIRE PARTITIONS MECHANICALIPLUMBING Q NO SEPARATION REQUIRED BETWEEN TENANT SPACES AND THE MALL ONE—HOUR SHAFTS REQUIRED FOR 3 STORIES OR LESS DLR GROUP, IAC. 0 STAIRS SHALL BE OF NON—COMBUSTIBLE CONSTRUCTION 900 FOURTH VENUE, SUITE 700 SEATTLE, WA 98164 WEST PARKING GARAGE T: 206.461 .6000 _ F: 206.461 .6049 BUILDING CODE. 2003 I.B.C. AS ADOPTED AND AMENDED BY THE STATE OF OREGON C: ISSA QUANDEEL, P.E. E: IQUANDEELODLRGROUP.COM OCCUPANCY GROUP: S-2 (OPEN PARKING GARAGE) — AT LEAST 20% OF THE TOTAL PERIMETER WALL AND AT LEAST 40% OF ELECTRICAL PERIMETER LENGTH DLR GROUP, INC. CONSTRUCTION TYPE: TYPE I—B (NON—COMBUSTIBLE — CONCRETE/STEEL) 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 •-- ALLOWABLE FLOOR .AREA. UNLIMITED AS ALLOWED BY CONSTRUCTION TYPE I—B T: 206.461 .6000 F: 206.461 .6049 C: JAMES BECK, P.E. ACTUAL FLOOR AREA: LOWER LEVEL= 83,512 SOFT. FIRST FLOOR= 75,492 SQ.FT. E: JBECK ODLRGROUP.COM OCCUPANT LOAD: C 83,512 SQ FT./200 GROSS S.F./OCC = 418 OCC AT LOWER LEVEL CIVIL_ 75,492 SQ.FT./200 GROSS S.F./OCC. = 378 CCC AT FIRST FLOOR W&H PACIFIC, INC. REQUIRED EXITS: MORE THAN 50 BUT LESS THAN 500 OCCUPANTS PER FLOOR: 2 EXITS REQ'D. PER FLOOR 9755 SW BARNES ROAD, SUITE 300 PORTLAND, OR 97225 0 T: 503.372.3601 PROVIDED EXITS: LOWER VEL = 3 F 503.526.0775 O r_ UPPER LEVEL = 2 (PLUS, EAST SIDE TOTALLY OPEN) C: BRADY BERRY v, E: BBERRY®WHPACIFIC.COM ` STAIRS: WIDTH REQUIRED INCHES 418 OCL' X 0.3 INCHES = 126 INCHES ` EXIT WIDTH REQUIRED: (INCHES): L) EGRESS PATHS: WIDTH REQUIRED (INCHES): 418 OCC. X 0.2 INCHES — 84 INCHES CITY OF TIGARE) �o At p•;.odl�r'�'ylr00r �1jr/10lE[ ,t (1 b McIdtonally Apprry h si ,,crd �luewok as , 6 ;�k•'r NrEGRESS PATHS: 44 INCHES MINIMUM EXIT WIDTH PROVIDED: STAIRS: 132 INCHES y DISTANCE TO EXIT: 300 FEET MAXIMUM PER TABLE 1015.1. ALL PORTIONS OF WEST GARAGE ARE WITHIN 300 FEET OF AN .,•r:��. 1: i�' �.. EXIT. SEISMIC ZONE- REFERENCE STRUCTURAL. DRAWINGS FOR SEISMIC/STRUCTURAL REQUIREMENTS. 61 F CSF ICE (,()Py LEGIBILITY STRIP is 19 20 21 ?2 21 ae 25 ?6 2 7 e 13 CI 11 OI 6 MOVi t l III'', I 'II I1,1 V 10101 I i `bI�:i�II.t.AFt.��N��•� 1 �. ... _ .. ... _. ,: .-. 11 10111 1.. ,, ... _-.. - - ". .- _.. ��1 � .... ..�4AIL°�►!+N .. ._. ,?�I�.. ;`"w"'9 ''Aw�"'q� 4n R+MM" 'Wte�iRNi,'0�1'K -- k:p ,y.. . 'un t LEGEND NOTES KEY NOTES 49 47 39 3� 19 0.7 87 7 11 7� 57 17 37 3 27 1 11 9 - 01 NOT USED ( I I I I I I I I I I I II I I I I I I I I I O CAST N PLACE CONCRETE MULL OBIKE PARKING BUILDING OUILNE ABOA I I ( I I I I I I I I I II I I I I I I I I I O CURB/CONCRETE PtATTORN 6' W)A PARoN4,, DECK, TYP 0\6 NOT USED �•" " � - " I r-————————— I 07 04LELSTOP, TYP I I —IL INFORMATICIN MEIERANOFRANK � I ELEVATOR g AREA DRANO, REFER TO PLUMflHG SNEln FOR AMPONA ABOVE (EXISTING) OO t7 I --- F.{Ih1I 002 006 1 — — --- _ ' 9'-g- 11'-11• o I ( _ � � � — --- ------- �AS RECD FEB 14 2005 I -l;_� �•�- _ - I I I I I I I I I I I I I I I I I I i I I I i REVISION CONTROL NUMBER I II I I I I I I I I I z5 � II I I I I I I I I Rc.#0 0 0 0 0 I I A 7.zB HSWCC co\ - - - -- I - — - - — - - - - ------ - i - - -- - I - --- - - - -- - - I - - - - ----- NORDSTROM I t i I I I I I I I EXIT P ssAGEwnr I I I I I I I ABOVE (EXISTING) W TYP FIN El. 1 216.5' J - 1 _ --1_ _ J 1 - --- J� - -- -� - I - - 1- L a I W �--- - - - — - - _ - - TOE T - - - Q-- - --{ --�-- - - - - - - - I - Q �-- — _— — — — — — — — — 5— I _ DOS — —— — I II Q --- - +- "-- ^^ I I I I I I � I II I I — Z II 4 7474'-2- 7 2. L �' 7. O s3SYMBOLS A7 1BT 7 C 16'-1 1/4 _7 -2j.12' -2- 20'-0" 20' 20'- 20'-0' 20'-0' 20'- 20' 20 0' 20'- I5'-1' 15 1' -g. 20'-0' 20'-0' 20' 20' 20'-0* 20'-0' 20'-0'1 22'-S'-- 11-5' - I 43'-13/4- 20,-0* J ACCESSIBLk PARKING STALI- 52 SIN ELECTRICAL ELECTRICAL SEF DETAIL 6/C218 '1 A6.20 A81B Aim 1 /, "}t---•-WAG � ® ACCESS AISLES � �• ELEVAT �, I CROSSWALK STRIPING RAR`, 51 — 00 W U) A7.?B SURFACE DIRfCT10H ARROWS, LJIC c c l c c l c c I C 7 SEE DETAIL 9/C2-1B 5 I C I c C c c c I CROSSWALK OSSNG (TYP), 7 SURFACE TXT - - - - - --- `- - - -- - - SEE 9/C2 18 -0• T.O.C. TOP OF CONCRETE Ae ze i I I I i I I I I I I I I I I J I i I I I` 22 Ae B EEC NEW FIRE EXTINGUISHER CABNLI 2 lot S[ C I Q A2 0 I A6.2B I I r- L i1� �� I I I I I I I I r-- c tt 55 C?1 c TRI ,H ; ; ' DDD A ^®a ' I 215. 1 11 11II III I I I �D I II I I I I I I I I III I 1 e 215.0' GENERAL NOTES � I I�•�I I f' I —� `T-t r1 T" I ---- ---- Do - - C / C �' I C C C C C I 1 ALL WALLS ARE TO BE TYPE 'A' LINO REFER 10 G31 / / / FOR WAU TYPES I I I I I I I I I I I I 2 ALL WALLS ARE TO BE PAINTED PI, LINO REFER TO COLOR AND Ec I MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION. - 3 REFER 10 A13 IB FOR BOOR FINISHES. 1. All BEAMS. AND CEILINGS To BE PAINTED. 5. ALL STALLS TV BE 'FUU SIZE' UNO, STALLS WITH A 'C' 8 FFUULL DESIGNATED STAALL: BE ee Akre'-g• COMPACT SIZE STALL: 7'-6' x 16'-B' 216.5 C /�__ �_—_ _ _-- � _ __— __. � — __ _ E-DI c c � . �• � �� ` \` KEY PLAN I ' b - - - -- - _ — ) ► to r � o � /� I sTe.e , I City of Tigard _ LOADING �--- �r c ✓? ............................................... _ ------y Approved Plans _ Z ------(I. I By S _ Date - b F _----- — 00 --------------- �r--- ' o r ' PgpF I 21 - J U rc * 11 A5 OR _ a? LOWER LEVEL PLAN 0 o Z SCALE 1' - 20'-0' J OFFICr r.ory LE1191U1TY STRIP cm l 2 d e H b 1'0 1 1 12 13 1'4 to 17 is 19 20 21 2.2 d3 2a 2° 2fS 27 2N i e t I I 0��1'� C NOMI• 1 wi rtLJ�N,.I:�,l !1 .11 it LIl L`.,' 1 uwdj, ill"� Ii•I�fI;(!. 111 • F. �I I, 00, 4 a V 1 LEGEND NOTES II _ 1 PRECAST SPANDREL r- O 6 4.7 4.7 .4 3 r_ _o &7 7.7 7 X5.7 4 7 Ir37. JFUTURE BRIDCI ABOVL (N I c) - - _ 0 FunlRt STAIR (NIC) i -tl 3/6' 39' o. -- -� - 277'.6• _ 0o* _ - 167'-10' - � _ - T O fUT�E ELEVATOR (N.I.0) 5 1 14'-4 7/8• 16'-1' 19'-!' ( -6' 30'-0' 30'-0• 30-0' - 30'-0' 30'-0' - 30'-0' 29' 1/2' t'-1'_29'-5 1/2 JO'-0' I 2i'-6• 1 21'-6' 1 30'-0' 30-Or 30'•0- 30'-0' 39' Y 0'-1' 79'-2 5/6' 5 NEW UND[RILOOR LIEC AND TEL DUCT _ -_ O E)OSTNG TENANT SPACE 10 REMAIN A6 to 1 ) 0 LOADING DOCK CANOPY ' 3 I I- 4 40'�� 37 i I �" L I. � 10 I __!__. 1 I - - e J.._ - I I I I I --- I I I I I MAXIMUM HEIGHT VEHICLE ARCH REtFR TU 16/AtO.OB --- 'I r r � 11 11 III II 9 DUCT CHASE ABOA I I O EXIST] MULL Sin OF CLOSET]NTH --- RECI ED DIMENSIONS F C I I I III 1 BOXES, g} E2 4 ANR!OUKD DIME N D ALALIC TONAL FISTING MALI. t Lt j --A- -- - J- XES, SEE L2.4 `T I �IO2F 10 ACCESSIBLE PARKING STALL SIGNAGE I 1 I fi i 1 I 11 I I 1 FUCTF4CAL DOCLAkWS --_ I +f 1 v, Elf 11i1CAL DOCIAAEN�- I } � TYP. SLE DETAIL 6/C2 IB EXTEID CONC RETAINING WALL TO FORM 6' METER & to9B I I I ( IJ I' ♦ II III III I1 HIGH CURB BETWEEN DRIVE AISLES, TYP. FEC tt 110C 1b MOUNT VEHQf ARCH TO CURB Ef I I _ I III II II �. t02b ('1} SANK _ -� -- - - A =::- ---- _:_: '_121 (11A CI 11 C2 I 6 III'. `J 6 U t I I IS`. CONT EXPANSION JUNT - REFER 53/A418 1 - - - - v n II - - - II _ II - - - - - - _ jl�,, A r. NEW DUOk, TYP AT E70ST MALL � - � » » » �, �SERVICE 1 / t .rrr,rI A ttOG i t FEC A l 2A- 7'r7' rI t1CORRIUORDI11rr•.rr,r.r,rtt I ';`"• 1 I i NORDSTR M DOORS Ex!nNG TO NEw CORRDORSERVICE I WII11YP � � 1 ;I \ / I I(Y Q- I 1 I 51 ---_� 53 I i ) 4 --I- INEw RATED DOORS AT EXIST NORDSTROM BY a1IIA7te 11 23 I I I I I s I 11 1 s3 l� 51 ( I tA6.OB A6 B TA7 2B f ASDB I ( I OTHERS, NIC. COORDINATE WITH NOROSTRDM z © I -1 -- I / 1 - - I / 1IIt6 PRECAST COLUMN COVER z m 1 rTENANT A EA I I1 / TTI1 I MALL 4A I Il 1 1 T NAN ARA I ,7SIGNAGE. SEE 2t/AS.oe Ali 12A 1 21BLOCK 1 I I II 11 IEEOBLOCK R I ( j FUTURE ESCALA70R (N.I.0) 19 COLUMNS NG NORU TROM REMAIN A \` \ I 31 I I I I I 1 1 I I ( 1DE _ / t9 O COLUMNS TO REMAIN ----- ---__r__ _-- ___1 1-- s1------ I -------- ---- ____--_- I -- --- -- _-__ 1 1____-�- I - I _ { 24 r \ \ A .� - -L- .�� -- -- - DOSnNG SIDEWALK TO REMAIN. PROVIDE TOPPING • -7'l I I I I II I --- %D c7' \` \ TEP FIN FL -- SLAB TO MAINTAIN FLUSH 112A - J I I 228.5 I JJ 2 I SURFACE (228.5) ElEVAnON e --'� ----7'"-1--- n ti PPONDE WALL (TYPE 'A2') TO DIVIDE TENANT Q __ �-_ _ • �_ � � -'• -` -. - - - � .,_ / -� WITH OWNER PRIOR TO n /�+ ,t �� I I - - le 15 I I I MAIN I MALL 8 11 I I I I I MALL 9 1 COURT 6 i , i CONSTRUCTION. REF TO G208 112D� 112 CURB/CONCRETE PLATFORM 6• ABOVE % ` I --- ------- ------ ---- ----�.� -�--� 00RT 7 j O PARKING DECK. TYPICAL - - ---- .- -T---- --- --- --- C I I - -� - - - - -_- --_ _••-_.- DOSING MASONRY WALL TO REMAIN VV / -7 I - i I I `' 24 BIKE RACK 1 Y -� -T+ ,t ION] SYMBOLS } I I I MALL 1B' • `r 3- I I I I ss I ,� ACCESSIBLE PARKING STALL. S _ r- - - - �- -- - - - -- - - - - - - - - - - I-�- J -- ! - -- - -�- - - - -- - A7.,8 1 r''�� SEE DETAIL 6/C2 18 0 1 At4T _ 1 I 1 1 I -�_� 1 ._ . - v - - - - - - - TEtd�Ri -Af�E -1 - - I -- ACCESS AISIES 1if 1 BLOCK T -- - - 111 - -- -_--_ 11! I I BLOCKS I I - _ - 1 '( � Fad,a�cEwA� ® W �L- --`---1 1z I 103 CROSSWALK STRIPING BARS -' (n 1 Q5 20-0 WRIFYREQUIRS OF h7IMR CONOUT / I I �'♦ A2.De i 9 VERIFY ZE of CLOSET ,ITN J-BOXES. �F E2.ENSI! SAND ADDITtaNAL I -� 1 1 11 111 I I � 1 J�BI��Q DIMENSIONS E .4 AiNo DD�ITO,u SEEFACE DETAIL 9/C2,16 ARRows, 1 1 13fc7RICAl is -,- 1 1 1 1 f E TRANCE 4 ' i ,�� c ts; ELECTRICAL DOCUMENTS - -t- - - 1 1 - - , C - ` / -- - - / 1 _ t1 iii 11x t1 �. - - I ` LA i SURFACE TEXT I 43 I ( -i. _• I A8.18 � I - - - •/ - - - - - ---- - NE = ALOB - --- 1 - - - - ---.- - -fi - T.O.C. TOP OF CONCREFE /� b Wtl ( 1 / I I I I 1 1 101 1 107 FEC NEW FIRE EXTINGUISHER CA&NET Z �/ I 1 f f I � I I SPRINKLEr' :�-- \ d 1 11 11 I 1 i 1 RINKLER 3,€ 11 I 11 I I 11 t - I 1 ( _ 1 I ( 103c! 2. r - 0 9 9 1�7. 7 - \ 5 5. 4. 3 3 33 ? 53 O (� � 163'-0• � , g A7 JB A7 2B A71B A5 OB ............ ... ........... ..... .. ... ............ .... ...... ....... ... ... ............ Z ' 23'-2' ( 23'-2--7I ?020'-0• 20' 0" 20'-0" -7I�--20-0` 20'-0' 20-C• �20'-0' 20'-0' 2U'-0' 15'-I' ,5'-1' 1'-e' 20'-0' 2D'-0' 20'-0' 0'-0` -0" ?0'-0 20'-0' 2U'-0 1 12'-` 22'-5 -� 09 U w - 1 - - -,_ 12 - 11 T 0C ' - C. O.C. O.0 / / _7 TO.0 .. ' , , 2 4 227WAP a .75' 22 . \ ll' 7S' 10 22 . 2 , _ �+11 8.25' IDE 5' Il 0 I 00 RECD F E 814 2065 (Y Q `\ 16 I - 22 u caret •M•ia � //::.. Q` � - 1 01 L 10 1 229 5' Cc � I .75• 2, I ��/ �L� ,F' i` � sm III ` A8.1B o d 0. / O !� © oD el m 227.7 226.75' C 1 T.O:G \ T.0 C. / r \ • U U � I I / I \ I I I I \• ,' I 227.0 li I r... - --' - - - - - - -- - --- OPE SL _ N 229.25' 1 246�'S' 2 .75' 226.75 227. 4 l .25• 2 S `, >r J 51 • AS.OB i i \ GENERAL NOTES ---- ,/ 1 r 227.75' /� 227. 227. 227. �/ 227. I �� t AL1 WALLS ARE TO BE TYPE 'A' UNO REFER TO 31 FOR WALL TYPES G2 OB o i j 2. AL1 WALLS ARE TO BE PAINTED P,, UNO. REFER TO CULDR AND ® i MATERIAL SCHEDULE FOR AM11ONAL INFORMATION. Ale 1, ALL BEAMS, AND CEILINGS TO BE PAINTED S. All STALLS TO BE 'FiRI SIZE' LINO STALLS WITH A 'C' DESIGNATED SHALL BE 'COMPACT'. {4 \ FULL SIZE STAR: 8'-6' X � COMPACT SIZE STALL: T-6• x t6'-e• ` - KEY PLAN 223.42• - � c e e e e e • e • e e l e c e e e e\ c e e e e c c c e e e c c e 227.75' I 6 I I I I I I I I III i I I 1t I I I \`, 1 227 is' 77715' 227. 227.75' !27.70' L t r SLOPE CieLD a -- - _��-� --- - FIRST FLOOR PLAN - Z SCALE, 1' • 20'-0' 61 "WON I III 9 q 7 3 q 03 A 9 r i <n Z' Ui A c wi, • I WL r.. • a 1too"to IJ' VF-011 if,gr' LEGEND NOTES 4 7 9 3, 0 7 I 9 7 ( 1 7. I 1 5,7 I 4 1 3.7 3 I 2. -i 1.7 I �0 9 I B 7 I 6. 4.7 3.7 I I I I I I 1 i I I n `✓ NOT USED ONOT USED f I I I I O FUTURE STAIR 4 1 II I I I I I i I I I I I I I I II I I I I I I I I i I I 11 I I <BB - -- - - -- 516-10 /T• - — I 14 J FUTURE ELEVATOR 1 -11 3/6• 30 0• 27T-6• 43' Cr v - -- — 167-10' O MECH SHAFT 5'- 1 14•-4 7 ! 1'-1• /B• 19'-6' 19'-6' -6' JO-0' JO'-0• 30'-D' 30'-0' 30'-0' 30' 0' 29"-5 1/2' 29'-5 1/2' 30•-0• I 21'-6' 21'-6' I 30'-O' I 30'-0' 30'-0' I 30'-0' 39'-9' 6'-I' NEW SHIP lAOOEk REFER 10 55/A6.00 _ _ _ 31 -- — - -_ - - — f _ -- r -- CaurrtN R - - - 31 - - - - — - - - -- — - - — - — I-- —- - - XB IB O COVE A6.1B , N ( ) O FUTURE BRM 9 4 I I MAUL 2 4 405 37 EXISTING AIEZ INE I MALL 4 I ?9 27 (2 l� OPTIONAL FUTURE BRIDGE 10 SKYLIGHT ABOVE _ --- - I EXISTING ►�ZZ INE 1t FUTURE ESCALATOR f I I 3' EXPANSION JOINT ABOVE r , t I EXISTING SERVICE O u I�ovtDE wtui (.YPE 'A2') TO ons# TENANT SPACES ALONG LEASE LINES. _ I _ _ - - _�1 I 20 -.__...__ ___.. COOR[XNATE TENANT DEMISING LOCATIONS -' -- - - I — NTH OWNER PRIOR TO CONSTRUCTION r I 215 rTyp VDI ♦ � c2 _�j I� I IIh�IIt4FH1 I I I I 1 1 I I I f I II ! C2 I I I 53 _..,� 11 I I I I I I I I I ill FUTURE I AeaB �� - —� / I ABI A6 OB II 2 t --- Futual I III I L -J 11 ( ` - --- J 0 1 1 �` I - - - ---- - --- - -- - - - -- 12 - ----- ----1 _ __ - 1 - ----- - - - --- - -- - - - b co - - — - - — - - ,� ff lift Ilu#+++1+�- Rfil -T ' • - -1 I I I I I I I I I f I I I fl I I r til �� ' f l L_ _ _ _ J I I L_ ___J I L. -J 1 4 II L - _L- -JI I LI- _ _ J L _ __-I-J I IL _1 J I I t \ - - - - — - - - - - ----- -- - J A A - - � '< EXISTING -- - - - - -� �- - _ _ -- - --r--- - -- a NORDSTROM TV I I 246.6_ I 55 N,1 - -L- --- --- -� I A�1B 1 f 1 I I , FUTURE i 45 11 -- -----1 ----�-- I 13 I i Q o Q /101, 1 ._` AS OB 12 - Io SJ918 I 11l SII ( I 1 I I I I I I I / c I z I I 21t I r 11 11 I LL D 5 / 1 11 --- -- 1 I i11g 2n _ z,� _ RECD F E B 14 2005 0 2 _ / 1 1 1 1 - - - - - - _ -------� - - -- - - - 1 - - - - - 1 — -- # --- O I f I I I I I I I I I I II I I I I I I I I J (D REVISION CONTROL NUMBER LL F �I I � I I � �I � ► i I '. z i ��.#� o 0 0 4 0 HSWCC Z 0 Cn U Q W m I GENERAL NOTES v 1 ALL wkis PRE TO BE TYPE 'A' UNO REFER TO 31 Epi WALL TAPES GLOB ALL WALLS ARE TO BE PAINTETI PI, LINO, RLFER TO COI OR AN!, t% MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION a di } REFER TO A1310 FOP FlOOT FINISHES. ♦ ALL BEAMS, AND CEILINGS TO BE PAINTED. 5 ALL STALLS TO BE 'FULL SIZE' UNO STAU5 NTH A 'C' DESIGNATED SHALL BE 'COMPACT FALL SIZE STALL: B'-6• X COMPACT SIZE STALL: 1'-6' X 16'-8' KEY PLAN tom' 0 9 bl.c C � I O �' Y .) L cm Vc a � I '....................... a SECOND FLOOR PLAN ' Ji Z SCALE: 1• • 20'_0• 61 LFrOSILITY STRIP V cm 2 1 A b A b ^ . _ 10 I I 12 1�3 14 e 7 is ,p 20 21 22 2-3 R4 29 28 2 2A <d 30 .. NyNI ► F • y• LEGEND NOTES r') CURTAIN WAIL WAtxUFF MAT, TYP / I I i ('_T I 1 til UNE OF CANOPY/ROOF ABOVE LOCATED PYLON L04T FIxTuRE I I TENANT LEASE LINE STEEL COLUMN, PAINT L4 LN IRM U 4 I I �✓I `� `;uYLIOHT ABOVE _. 31 E_. ._) i AL_ _� ., PATTERNED / TExTURED CONCkETE � 52 52 1 i I A61H I PAVING AT ENTRY REFERENCE FLOOR FIN,'f r 1 l ~ J PLAN, A1326 \\\�` I �' 2 TW I IENAaI_eREA l y� NOT USED — _ s 2 ' -- --_ ' _ --- --. - --•. _ ( ID OWE RACKS TYP TRASH COMPACTOR, r — — I 1 12 SIGN BAND ABOVE L _ TRENCH DRAIN, W DETAIL 14 ME1AL MESH r •� — j N \\ ��S - St COLUMN BASE 1 3B METAL< M O O 1 14 15 SCREEN WALL i `J. 1 NANT.AREA 1p C3 [03 O 1TNAN�1! C• METAL GATE. SEE DOOR TYPE A5;b 1h O O A9 OH O�. 11) CAST IN PLACE SCREEN WALL TYP FOR THIS AREA 14 { - - -- - - - - -� ( 14'-2• 14'-B' 14'-2' I_- -- - - —— — —— — k i W 4 TYP FOR TH� A52 TYP i PARTIAL FLOOR PLAN - ENTRANCE 4 NORDSTROM EXIT ti Z SCALE 1/B' = 1'-0' �. of (n W j Q i PANT AREA I i I CASTIIN PLACE a I CONCRETE SHEAR WALL 0 ---------------- 1I- i . I 32 ' I 1 11 1 I I l y 16 _ Q A6.28 1 u 1 1 1 I 1 ----------------1 DOO( -------------------IJ!a . !sobs X•.:. , , I Q (D SLOPE ------------------- I CONIC RETAINING , ,I }__--------- WALL WITH GUARD RAIL ABOVE i i+ i " (D ----------- ----4 r-, GUARDRAIL N u.4-----__--_-.-_-__-_-.I PROPERTY LINE-� VARIES ,, A20B PARTIAL FLOOR PLAN - ENTRANCE 5 N°RT" 22 ....... TRASH COMPACTOR DOCK ------ t�J 7 SL r -- ------ AL( A2 OEI — — SCALE 1/e' 1'-0• I i I i 11 I I 1 1 1 1 1 \ I I I I I I tl l I > i 1 1 1 I X \ 1 1 \ 1 1 \ 1 I I I 1 I t .. °•:°ii°°•e•: I I \ ^. \ e•7 1 1 1 1 \ i I I 1 a:::• , •It I I i i i `�, i w i 1 1 \ �. \ \ •:• i:i•e'•i•S• U q.- v- -7� I 1 1 tl 1 \. \ ( 1 \ •/35Q Ae-2B . 1 tI 1 I : I I A I � I i IiAB2B' I � � ' SL PF} I I 1 I I \. I 1 - ,, SL E I 1 1 1 I I � 1-_-_ - "- -_---------_--------- --'-------`__--_..,._-�--_._- ___`--------'---- - - - _-_� _�� -_ ------- •-- ------- ------ - -- --'--- - _- .'__-... - - - --- - '__ .-_..___.-______- -`.______. .'-- '.._--`_--- W.._ T - - ._. - -- --17 ' (I77) I�hy-- i 16----------•--------- -- • -..-------- - -LOADING TRASHi 11 1 ; I13 DOCK 12COMPACTOR DOCK ' f -'---r-- ----�4�----------------------- - - n�--` ---'-- - -- -�-- 1--------- -- -- -- - 1 SL PSLOPE 122 22 .1t ,rr 11;I I 1 ---- - --A6.2B I A6?H 1 , 111 I 1 ; I KEY PLAN 57'-31/2' a �• I ui51'-31/2' _._ --------- - .._.-.-._.. - C. -._... iI I I - 0+Rn,Ilk 9 ►� WE31 ST LOADING DOCKS WG03`� C7 A?ilH _ :% 6M LEGIBILIT'i STRIP _Q 10 11 12 13 la 10 I • 2a !� B 2G 2� �< c3 2n 2� ?+'D 2 - ?9 9 iw• fi H V «k yNQN rE<. "Jl i LEGEND NOTES r KEY NOTES v + / � r J 1. / ,I. .t I I Jj I I I I I I I • I I - I r I I U) . 1 - -- -.- .-. J J W — z ` <L - T; pr co z 0 <C --- F-- w Q l - < w u rE W � z ui OfI I TOILET ROOM NOTES EXISTING �� ` � � � �� ► --- TENANT � "' I ` G ,L� � F— I�----a w � l 11 II I . 0 II ii 11 II I I � n l _ ErISTING E•I;TiN1, /^ / '( 4 ) lIEHS I III \ wA. Z III EXISTING (� I I i I I I Pvv ��N." Q ; , z Ws / I i _ T I I ,LL I co I I / I ' I I AZIE3 PARTIAL DEMO FLOOR PLAN ENLARGED FLOOR PLAN REFLECTED CEILING PLAN cr TOILET ACCESSOR_I�CMEDU�k ABBV. DESCRIPTION MIH NAML do MQULL/ MVUN ION,., rtf 1UN l A r w AUTOMATIC RUSH SENSOR CH COAT HOok- */ BUMPER OOHRIC8-2121 - '0" r'FNTT'R, TrP ;4r C45R GRAB PARS (REAR MOUNT) BOBRICk B-6806.36' 36" I.FNTER, Trp 431; w M. ---- - -- --- _- — 18' MIN, 18` MN TO , VI t -, • �a - - - GBS GRAB BARS SIDE MOUNTl -� A WALL BOBRICk 8-6806.4:- 36" ENTTH, rrP t30" O FAMi RR, KEY PLAN DB DOOR BUMPER o0 Ir 1 i5C nI - FD FLOOR DRAIN REFER TO MECHANICAL [WAWN,-`• HD ' �+ BCS BABY CHANCING TABLE SC43PICK P-212 4p' TOP FUS - 1 -� RE t } _ _ -- ---- e o FUS FOLDING UTILITY SHELF BOBRICk 0-28' IF' CENTTR b �TTn - © PARTI TI[.IN I j SlA 1 WC WATER C'LOSFT REFER TO MECHANICAL DRAWINGS I _ '}� 43R FAMILT m —— D Trn- A:2B ' - _ r ti L.I.. �` 52 4 - '► I RE5TROOM � < SWC CHILDREN'S WATER I-LOSET REFER TO MECHANICAL DRAWINGS ft 1 A??B W[, E MI ` =SLAV M .r4 _ i LAV LAVATORY REFER TO ME(HANICAI. DR AW NCS rx c e A2 rr / T1U a a z \ I SLAV CHILDREN'S LAVATORr REFER TO MECHANICAL DRAWINGS I Ip +� r ( ♦ x71 G8: I ! IR f E ttK b CH FUS a 4► ♦ . —� T MR FRAMED TILT MIRR('W BCIBRICr 8-165 (24"06'•) 40" BUTTON - T d Y • BOBRICk B--3944 rOLINTERT[IF` NOTE \ ♦ ( I \� f SDC SOAP DISPENSER Siq Al wDMEN'S — SND RECESSED SANITARY NApk'IN DISPOSAL DOBRICk - 51.1 S1" T tt t I EIESTROOM " r /� -31 6• FINISH F1.00111! �_ `' MSDC WALL MOUNTED SOAP DISPENSER ROHRIt-9c BB-3314 33" TOP U d iALFT SEAT COVTR H ADA TSCD TOILET SEAT COVER DISPENSER ---- u DISPENSER URINAL BcIBRIck B-221 4) tie" BOTT r I Q G 7 I u) TTp i01LE1 TISSUE DISPENSER BOBRICh 8289: t9" CENTEP TYP. STANDARD & ADA STALL PLAN TYP LAVATORY PLAN FAMILY RESTROOM TYP. ADA ACCESSIBLE RESTROOM DTLS HD AU10MATIr HAND DRYER BOBRICk P-740 37 1(4- BOTTOM SCRFW Hl*#r -- --- — -- - WR RECESSED WASTE REC'EP'TACLE OOORtrk 14-4X+44 Al- Tno OF WALL ()PFNINt, LFGIBILITY STRIP rrr 3 e �� ~ 4 I'H 17 18 19 20 21 22 23 24 25 205 2 " ?N 29 ? i n. _.. - .. . .wN-arar.��•�r��F,�1+�f.,Pis.nA�rleMw4naonNl'da'%'k��e4+Y�+wr:�ua .h.4..a,mwn� »�^m^'^r...•.,ynv...•.,......,-,rkwMwwe.remn+u.!hrsY�•rwrcl9.nnwraln:n+Me �mA�r..A;umi�NW�+..•.u:.,M:,u+„w,p+Haw�,,�wuw�nwr 4�,. :w�4A•I��k'rStMlw«- ., - .,... ' r 'J U rs F ry 00W AND FHAMF SCHFDUE F f -- IURER PkODUC T NAME'/ C(Rt1a+ ;IlE ((H,IMf N I r ON I A Ni rMftl N SYMBI>t MATERIAL MANIIFAC Fl 01 THE All AS (ON(OIRDE LOUNLA CKMA I;' w I.'" Ittx,R IHIU IIti, 60.) ,)t I-I ,nV de .Y M: , I I WALL AND SOFFIT FINISH LEGENO ' MANUFACTURER Ph-v 1 NAME / CUtOR i'JF,,:1,. S1T/BOl MAIL I A, --_f - i AW J 1--01 TILE ATLAS CON(OROS LOUN4 NATURAL 4 4" A IFS' #A a t-02 TILE AILAS CONCORDE LOUNGE MLISIW,U BRICK y(WS NAIUkAL 18" x 18" A „ T 0) TILE AItAS CONCORUF LOUN6E MUSACO BRlfk 5,064 ROSA10 tg' 1-04 TILE ATLAS CONCORDE LOUNGE T LOEA ME TAl MIX I ISTI lln 0.8 - - " ;, 1B` I A E N I HAND P-01 PANT ICI ;011 S01 IAF WHITE. (;EJFft, h '':()fI GRANITE $ N r;TIt HRUINN WOMEN'; RE,TR(xM1 GRANITE G(KCtfN LEAF TROOM FINISH NOTES 1 PAINT PER TENANT SELECTION PAINT (2) COATS MINIMUM At ALL INTERIOR WALLS AND CEILINGS Vl RIF/ PANE TYPE ANI) COLOR kW ,, :k Al I',: A' A. PROVIDE BLOCKING FOR ALL WALI MOUNTED FIXTURE`;. I ' 3 VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATION 4 W 4 ALL FINISH MATERIALS ARE FURNISHED BY CONTRACTOR LIN ESS NOTED OTHERWISE ON DRAWII•W; 5 ASSURE ADEQUATE PRf.PARADOF,I t7f ALL SURFACES 10 PROVIDE A SMOOTH REGULAR FINISH 6 PROVIDE METAL TRANSITION SERIF: Al ALL FLUOR MATERIAL CHANGES i ;naFUUIE FLUOR FINIWES ARF TO EXTEND UNDER All BASES (WALL TO WAIT) II`MtFTIN :),t �p.rt I .,u. 8 ALL EXPOSED GRID "k MISC. ITEMS AT CEILING TO BE PAINTED TO MATCH ADJACENT CEILING TkfS OR HARD CEILING C00H !':MK#f .1k- f _ LAI FArr+ orf rr(H 9. ('JNTRACTOR TO GPTAIN A COPY Of CURRENT MANUFACTURER INSTALLATION INSTRUCTIONS ON ALL PRODUCIS, INSTALL PER MANlBACTURFR; F01f:0EM[f4DATItJf41 r } 1"'AN r'.p CAI, •A FBF S Ptk ';M7, `./ 10 PROVIDE GROUT JOINT -:� 3/16" MAx I•Ea!nA- ARM VR hu 4^•.4 1!1 A[,A:,•;• r�:4Flud( Low,, •nr I TIL,' TO BE SET IN I" SETTING BED ' In: FAIN)II U) 12 CABINET BASES TO BE SET BEFORE FLOOR INSTALLATION u IM n Q 13 CORNERS AND EDGES OF TILE TO BE SULLNOSED OR AS INDICATED 14 NO OUTSIDE GROUT CORNERS OR RAW FILE EDGES ARE ALLOWED 15. REMOVAL OF EXCESS GROUT WILL OWN WITH c L BED Yd WATER. TETE si OF SULFURIC OR THEIR ACID IS PROHIBITED K THE.E pnF AFr r F. A AA ,,« A AV,!�W►c'E AFF;, W'» r.,t +E�;rwFMLq• a � /1/1 THE INSTALLER WILL BE REQUIRED TO REMOVE THE ACID AND RESTORE THE GROUT AT THEIR EXPENSE M Kr i i, ,aF',,'. W 18 CONTRACTOR TO CLEAN AND PREPARE FLOOR FOR SPECIFIED FLOOR FINISHES PATCH AND LEVEL CONCRETE AND/OP CANL SURFACE WHICH WILL NOT TELEGRAPH IMPERFECTIONS THROUGH THE SPECKLED FLOOR FINISH z 17 All FINISHES TO BE I1 ACCORDANCE WITH LOCAL CODES AND FIRE RATINGS h_.A M A aA1 ArY, ':AML WhLNt r, Nf A :u (i. F k bi A0 vR'X-F WAS I. F` A' p'.IA;'F'r,1 W4�... •r'M.r r.• :F: - i. 18. CONTRACTOR SHALL SUBMIT DRAWINGS OF ALL PAINT COlOR4 AFIf . '091IES TO OWNER FOR APPROVAL PRIOR TO PAINTIN, RiMCr) I: P;IJW A, ,•M[ r r �+ Lij 19 SEE ELEVATIONS FOR FINISH INFORMATION NI',H F'4 AA, ('r b 1 FINISH SCHEDULEDOOR SCHEDULE LLJ KEY NOTES z - KEYNOTES C _ Q G a- w ?PEN I U— Fi- U) z I z 0 ELEVATION A 1 — ` —`—' --- ELEVAf10N 8 LL,A' v, W Z n i v r �A/ J I f �• I r- --- N Ci -- - - -- - ; ELEVATION C ELEVATION D i F ENLARGED FINISH PLANWOMEN'S INTERIOR ELEVATIONS - TYP. 4 0' MIH STANDARD PARTITICA -— -------' --- -__— r —3116- THICk BACK _ — MIRROR u, a PAINTED ACRYLIC, 1'-0' 0" MATTE. FINISH. --SILICON[ SEALANT O MIRROR: :EPSOM E�ARD t'- < ---_ Gl 1 1" --- <_ RAENUSIO fDCLS BACkSP1A5H JOINT tAtNt� nvrR METAL MAX MAXr ` v --- SOLID SURFACE C:XINTIR ( ,EXISTING WALT. Z --"MEN', WOMEN OR UNISEX' TOP � LASH BD KEY PLAN ' IRAMING •24" 0 C - Q < TEXT RAISED N*, O MIN At 3,/4" HfGH, WIDTH TO WOMN�N` HTO IT RATIO of Il 5 ,--- -- -__-- — TIE FRAMING to ExIstw, t CD __._ _. .__. __ I D , E AND STROkE ---- " fM CEI Mc �• YWOM To HEIGHT TRIx tEJRE AS R[OINRFD- -__` . _— fl 9 �0"—__ `IIon — RATIO or 1 5 TO 1 10 o L a � -._ A rrNDANT 110141GBRT ng"AllE )' y! GHS -��JIi ADE 2 BRAILLE W/ PETER 10 ELECTRICAL } ` DOTS 1/10 INCH 0 C N IN EACH CEU,. 2/10 AUrOMAnC ,-.. -7- --�-_—�! r tOELE? ROLJM WALL SIS INCH SPACE FIETWEf.N C � FLUSH SENSOR I. CELLS, AND DOTS M r :` r t/4' WEI DED TO T _ rot SOMT 1 r tFUT --- SH OLS BE RAMI D EL i I • ~ /J `� / WALL + �'�0� � / MIN 1 51QN5 SHAH IT[ A MIN OF I C SND --- --- --- ---- 1/4- THk, AND THEIR COLOR Y+ p r FRI RE(lft C-ONER/EE(f AND CONTRAST SHAH BE N rte._ I ll TRIM OR EOIIA ? '" — II DIFFERENT FROM 1♦ COLOR r •All. CORFIER%. TYP " �— �, l_ _. AND CONTRAST OF THE DOOR/WALL PER Cr - GOVERNING CODES M ADA REIAMPEMENI'S 2" + .F" • 1/4"POST IN :,r a QWAt t nr")w r ` t 2 WALL SIGNS SHAD. 9E LOCATED }, ^ ON LATCH SIDE OF DOOR, Cl f AR OF I a U" SWING - �r 3 LETTERS AND BRAILLE SYMBOLSj 1 U ��+ — • SHALL BE PER APPLICABLE (ODES ' Q ur —~� It ADA Rrg00FMENTS LIGHT COVE DETAIL ADA ACCESSIBLE RESTROOM_ DTLS ADA ACCESSIBLE RESTROOM DTLS ADA ACCESSIBLE SIGNAGE �� ---------_ -__ TYP. SECTIONa� LAVATORY61 LEGIBILITY STRIP -Y , 5 0 6 p to I I A ry 20 21 22 23 22e 2� 2a 29 3-t t MoNI r ANIL rWrt�l�tL+�11�t�1�Ul>tlt�,�,�•la�tlil�lrLlll�W�l�ult��l,►L.l+l�l ��.t,�lll�l��l►l��i��,� . y t I ' ' � LEGEND NOTES KEY NOTES s W W _ > _ z Lia Qc� zQ < I C C) < 53 of 2i A-2 36 Cc)RPip 1R ' �- 3 UJ z � Q Q O 0 o S3 A:38 O co F o O z rn _Q = I-- t) Q m , M TIAL FINISH FLOOR PLANPARTIAL REFLECTED CEILING PLAN N N a H f _ r, ter_(2)MEIAi RUNNER •HEAD 1PER WAIL TYPE ------ - - --- ---- -- ------ - P_01 SCHED f1N11+4 r KEY PLAN �SGf i - ,rnalr NEW rHE DTILEf PIP � M �\\ ML OG r P 01-', _ . . �► rr _ - C C ,CMRD COOK - METAL DOOR FRAM[. Al �. a y 0 3/e' -- - --- U 1 SUSPENDED 4111 .1,u --- - 5 ?,'tt" }IUARD CEILING U ----------- I SYSTEM, PAINT .0 — vy�� \ ME1AL FRAMING O Q d Gd)SkM EhIARD OM'R OCR HEAD DETAIL (JAMB SIM) FLOOR TRANSIST!0_NTYP ELEV. CORRIDOR GWB SOFFIT DETAIL 24- OC, PAINT 4 ALE 1 1/2' . 1•..D. tow Cipm LEGIBILITY STRIP �nw•1c�n 2 3 10 11 1'2 13 14 I 11ri;11® a•la as ,24 I 2 3fi I1BT,"±YMl29�� ,.... a2C a .. Y 1 O1 WONT 1 Jo L I1 d a - "� .. ... x�w..�. �4.n.'MR -; ,{�,. •, ..,�x - .r . ... .:4,.J,. -.. "P '�'i1lr��"•+'. ..,... amu. _ .�rl► ., *� �•- �+r+., Rel ., • _. ., ^+1A1�, :�Y1I�+ •v+AlnrAl?4 �3kf�R�� I MMS 3 --- tS f + tx 4I rI I yI. -`t�.--\ "-9 III°OI-i I I II—IIi-IIi_r II__-_II—�II I_I I .--.--_. -_— �OII.ISI III I i I_I�I I�I 1 I -••-__-_z-�III I I I I -_ I-i -III II I�I I—I I III I oO ---_ �IIiI I I IIt(I�__iI II I 1 III�' — ---_-II I-I II I----_-_.__IIi•—•__r1I_I...I I I II I. --II!I I I II -_-— IAIF I I I III b_II I Iii I II``_�—_-.•_•-__- ..II I I I I III II I r21I-. --_ II I I I I I I--' II i�I-._•O. I I_I_II_I_ r 1II l 7l III II I I I --- —. II i I i I I __-__-_-_o O__II II III I 1II -II II I I I_-.i-II 0 i.__--. _ II I I I II I I_--I►II 9I-r_ i"I—••`_--_—_-- - I ___O•— I I I i � -i Ii6 .— �II I IWW .- 1I� --_ _— -_-- - I I !IiI !I LEGEND EGEND_-N-_ -O 17 CDC TE�S KEY NATE4EXPANSION JOINT PAIN/ AEN EXPOSED tiEUrG.0 BEMS, AND ESD PIWNG AND DUCT WM 17) 35I 33 GMe a4c At W-oAFT, PAINTG PPM AND DUCT PAMW THROW EI5► ELEVATOR CONNECIORS EOEO EO r------ ------- MLQ I EX P SSAGEWAY II i I I I I I ' �I MQ®WOWJuiv_^^LJL J T-F— co ZZw T---- 2'-o INE ROOM L -L MAQ roo c 5C= A W 4 3. 2. 0. 9. 7. 7. 5. 4. 3 3 2 2LL U) ui RECF E B 14 2005 z t ELECTRICAL Al COIJ EFAWGt 1 O I REVa > (D ISION CONTP%NC. UMEER w0HSWCCELEVATOR WG2 ELEVATOR o 0 EO EEO — _—_ Eau EOUAE TrP TV KEY PLAN d1�s�m ,31 LD LOWER LEVEL REFLECTED CEILING PLAN SCAF 1• 20' 61 L E3tB1LtTY STRIP Cm .0a0 10 11 112 i3 1a 7 9 20 21 2 23 24 Pg � 29 �q 1; 04 i - m r 1G , w. ,.,.•r Win...,,,,. _.. , -.., • -, i; , .. 'n i .:..- r .,..: ..u.,.«:. nn,..n,..e' ..fir. n„wi a ...,t ..- ..ru Jar, . .e., ......,t•. m- ,..., -, :ane v: .i •inn,' ..,:w.Me 1: 'F .ng . ..,.. y ,.. - .... _ .. 4 Wnr.^ O Vy , _ LEGEND NOTES � 9 1 3 I 07 � 9. � e� 77 � 1 57 47 I 3.7 3 27 I�17 � 9 � � ' 7 - KEY NOTES - _—. f. I , ` I� ! I AA -- - - -Till, I -� - - - �---- - - - - _ - - - i- -- - --- - ----t-- - _� --- - - - l 1 1 TENANT LEASE LINE i j ' FUTURE BRIDE (N.LC) I O FUTURE ESCALATOR(N.Lc) _ I � , I I _'J O GnB S011lT, Tr,o I `�/ EXPANSION JOINI. SEF DE TAL 52%A4 1B CC \_/ I �6 REPEAL-r-- A6.IB I li 6 FUTURE. STAP (N.I c) 9 i 40.5 37 I 14 33 29 I ( Do ?—— I I I _� i I i 23 ) EE 4. 7-117 -- --. — — ----- — — — — ---- — — --- - _.— .-�g� MLIFR AND FRANK I I I EXISTING MALL �/ II FF — --- — I I —_ ExtSnNG—MALI _ ---- -— _ I - - — -- — _ _ , _— _-- — _ _ -- -- - — — L— ��. .1L T' tin," I i I I I I I I I REFLECTED CEILING GENERAL PdQT I I I �--- I — — -- - — ___--- t -- � � � .i -__ s.l._ � � J_ I 1. ALL cd+couRSE CELINCS ARE TO BE c11B - T_ ._4 � _ - I ----- - -- - I 4 AND PAINTED.U N.O. II 2 REFER To COLOR AND MATERIALS SCHEDULE N TNF - - I TENANT AREA EEL�Ctc O I I I I TENANT I A k ! PROJECT MANUAL FOR ADDITIONAL NFORMATION I AREA BLOCK I f I I I I s I I I I I i C CEILING PLAN NOTES APPLY TO ALL REFUCTED CEILING PLAN SHEETS. M EACH ROOM Lna�IDMI[LS SHALL BE CENTERED M S ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND Y� -_ -- -- _ __�._ _.__� I I I ___ •�` - I �- , :..... . / TFIERMAL DETECTORS MECHANICAL GRILLES. SPRMNSIEP * .�� HEADS, ETC, SHALL BE CENTERED BETREEN REAALS +- _ --_ r_ __ _ 1 UNO %"OUR HEADS SHALL BE MTHN A 3'RADIUS ( CENTERED BETWIN CEILING GRIDS. I7 6, AT All SUSPENDED CE)LNGS PROVIDE SEISMIC BRACING AS INDICATED N DETAIL 25/A1018 Z UNO PLANS ARE ACTUAL • I 7 ALL DIMENSIONS ON REFLECTED CEILING I AND ARE TO BE THE FOLLOWING Q Q A. FACE CLF FBNSPED WALL JJ I B CENTERLINE OF COLUMNS J t0 C. CENTER-NE OF TEES _- 9M / `' ,•,��" PROVIDE ACCESS PANELS FOR ALL EOUPMEN1 wnul THE 4 1 -- - -- -- - -- - --� -- - -- - - - - --- - - - -- - - - -- - _ -- -- _� � _- __ ..t, CEILING. COORDINATE ALL,LOCATIONS IMTN THE AACIIECT "� '"'"'�" -� '_- F 2 CEILING HEICH� ARE 9 131•-4• u+0 10. 1 AREAS NTH DIM STRUCTURE CE]UNGS,COORDNATE EXAC. • I ! ( I I I T LOCATIONS OF MECHANICAL GRILLES, DFrISERS, DUCTWORP, AND ELECTRICAL FIXTURES NTH EACH RESPECTIVE SJBCONVACTOR 1+ ALL WALLS EXTEND To umERSIDE a EtEat EXCEPT ntasE SHOWN 91ADED N WHICH GYPSUM BOARD OR MASONRY EXTENDS I I I TO 4UNDER9IDIE rNsHED STRUC TIRE ALL METAL STUDS EX1EN0 ' I I vvv I it I 12. AT ALL TENANT AREAS PROVIDE MIN 14'-0• TO ROTIOM w I ' OF ANY OBSTT%UCnONV U l�,ii 4 --- — _ — -- 1— -- -{--- - — - QTENANT AREA 9l= T I I I TENANT ARCA BLOCK s I I L>8 �'-- 1I - -- Lu f I -- r --r---------------- ------ ——————— - - - --j ��- - - - — --- ------_ —•-_---- -- -- ---- - --I - - - - - -- - -- - - - - - - J � -- --- - -- 0 � ! �I JIL �I I` `" , RECD FEB 14 2005 0 I . I I II �- � z FIRST FLOOR REFLECTED CEILING PLAN �- 0 -- - - z SCALE: - m � U M L) 17 w KEY PLAN 0 _ r 3 a C c d J a -1 ar J 7 ( 61 .+1� W* ••'iMw 1 I �^�h'MJMMI 4'.r..,iv....,Z�� ... IEOMlILITY SCRIP r m --. � n C 2 3 a !S Hy 7 ® 9 O i i 12 13 14 THA � i i 71 22 23 24 2 _ ' �fT H • !�1if IllF 1 ' ' fill, It! 1 _till 1 1 I I 1' . l - 1 WOOMP - - y*yyVy n a ylt.Mp,M ^rant. � ,r.. ,. ... w,n.Msuhm r�rn., y.�„ .,�a.,,w s .. ,:.+. nw+w:.+„..e..•.. .. ,.,t...pinMl�,�t„pw'..�yq.,oi. -.i iJ r 1� y I -7 TLL 1-1/2"t GA PIPE --- -: � LEGEND NOTES 9 3 7 I L RELOCATED Cr1ANDEI" FIXTURE IYPE PHI. RLiER c- - TO 21/ATO 18 (TW) 4 17 7 9� 87j 77, 7 T X17 J7 J 27 1 17 I I I i 9 I EI 7 --� � REFiJ+ TO 21/A10.18. NTH RAISED SOFFIT (TV) ) AA I Al 18 5Y i I � 1 3 J \J RELOCATED CHANDELIER FIXTURE TYPE PH2. ---- __ -X TINGCEILING-,AN � T + MECH DUCT PENETRATING ROOF STRUCTvm, -' t _-- _--- _ - _- SEI MI 20 k M218 FOR REFERENCE 0 FIT TO REMAI I crIILLEk FAN 7 4 FunxlE TENANT LEASE LITE I I I I I I I O NOT USED ME I E R AND i2v-4111 6OPEN TO STRUCTUK ABOVE, TIP SLISMM JOINT ALL� ' IP' I '_B' 30' CIWQW 0• 30'-0• 30'-0• 30'-0' 30'-0' �,-0, PIPING IHR UU1�' S 11$' +-+• 29' S I/2 I GO CEILING - PINT. TW 630'-0• 30' 0• 30+-0• I SEE MECHANI AL FOR I sL FLFX6LE 1 I - -9 ►�7 - - �--- - - - - - - I i I Q NEW SKI'"T. REFER 10 ROOF PLAN. A4 08. 1(* -- o TYPE AND SIZE (Tw.) iB R — I / I NOT USED 1 .9 C i A L 1 (,ip.S I t,, (\ \ (2 IO NEW CHANDELIER FIXTURE TWE 3(TYP) o EIOSTING NORDSTROM SOFITT TC REMAIN -_. E XI TING MALL I d EXISTING M LL -.�: .�._; 12 3• EI6�ANSIO% JOINT b '1 1 T, � 12 17TT iFill I I I 12 1 t l ; I � I L TENANIT AREA Bq-dCK 0 I I 12 - I TEN ANT� AI BLOCK RI 21 A3.28 REELECTED II INC GENERAL NOTES ` I 25 I a l I I I iALL CONCOURSE CEILINGS I I L I A10,18 T I A10.1B I ARE o BE ewe i I I � 2 I I 2 REFTP TO ROOM FINISH SCHEDULE FOR 1YP 10 1 10 6' 9•EO EO 6'-9• T- 12 ADDITIONAL INFORMATION 3 REFLECTED CEILING PLAN NOTES APPLY TO ALL ' _ - - --• _ REFLECTED CEILING PUN SHEETS1W li W rp — -- ® 4 _ I 4. ALL CEILING GRIOS/PANELS SHALL BE CENTERED m IN EACH ROOM LINO. — 21 3 I Oi 1 \D TR O M S ASL ELECTRICAL FIXTURES, SPEAKERS. SMOKE AND THERMAL DETECTORS, W104ANK,AL GRILLES, 9"WN LER HEADS. FTC, SHA;L BE CENTERED BETMETN REVEALS a 8 I , - --.. " '+111\ CENTERED BETWEEN CE7UNG GgDSBE NTMI A 3• RADIUS 1 ae I 6 AT ALL SUSPENDED CEILINGS PRO'VICE SEISMIC BRACING tt i 9—A I I I - I 1 AS INDICATED IN DE7uL X/A3_2B D - - _ - - - (� - O 7. ALL DIMENSIONS ON REFLECTED CEIIJNG PLANS ARE AC'UAL Lo % �'- - �-- - � T ! ; AM ARE TOE THE FOUOWG )NO, - - - -• -� �- _ A FACE OF n*ISWD WAULv z 111-4 I - - B CENTERLINE OF COLUMNS _ • /r_ _ ' a :i I C CENTE%JiE OF TEES < • • \� - - -- :_--- 8 PROVIDE ACCESS PANELS FOR ALL EQUIPMENT NTN% THE J -- CEILING COORDINATE ALL LOCATIONS NTH THE ARCHITECT n 9. CELIIG HEIGHTS ARE 133'-6• LINO Li.. 1 I k I 10 IN AREAS WITH EIROSED STRUCTURE CEILINGS. COORDINATE t � N I 4 EXACT LOCATIONS OF MECHANICAL GR,LLES, DN'TUSERS, DUCTWORX, V of - 12 I _ _ _ _ - _ __ j I AND ELECTRICAL FTXTIWS NTH EACH RESPECTIVE SUBCONTRACTOR. _ - - - �— - -- - — -- - - 3 0 I , 4 12 I tT AL WAILS EXTEND TO UNDERSIDE OF pEgc EXCEPT INOSE 940YA SHADED IN Napa GYPSUM BOARD OR MASONRY EXTENDS Q - - - I MN. 4' ABOVE FINI9ED CEILING ALL METAL STUDS EXTEND 1LOM -T ------ - -- 4' - I --- - -- - --i ` - -I _ _ TC UNDERSIDE OF STRUCTURE c 6 -- - -J_ I LIV � I I � -, I I 8 - J+ — _ _ I I I • I __ I I f e I I V! 0 4 w - — � - - - - - - - - ------- law � I I I I I I I - 1 — - is • ui � n RECD F E B 14 2005 W I I REVISION'ONTROL NUMBER of MA0000 � Q HS� Q o SECOND FLOOR REFLECTED CEILING PLAN _ Z SCALE: I- 4'- • 1 �I Y m � -- _ N m B'-0• 4'-0 5'-0' S'-0' 4-0` 6 O• . U I � Q t� ° do —411 PT t37 2• TYP — - P3(ANGLED SOFTIT) � 133'-0• � - - - -- - - - -- _ _ _. \\ 1 I _ I I I 13t -7 7 P1 131-4• I - NEW CHMNUELIER JJ I ABOVE I I I KEY PLAN J mk n -� O e am • a` NOTE ALL UNEHSKINS PRovtDED ARE TYPICAL LINO i`�'` 1 � Q I♦ U ENLARGED REFLECTED CEILING PLAN ---� Q et1 9GMIE: 1/1,'.1'--0• d - Q 61 9� 140 LEJIBILITY STRIPl�.�;�; A 9 p 1 12 13 14 Ie 11 1 20 21 22 23 E n 9 Zo 3l0 Zi II 01 y c z e1 y - ,... .. ... - . . .,. ,. _ O�vW'iPF6.n •i!FiWi^tW'•tra.Lar....K. -.-.....r..._.. .. . _ F.' �.r k A LEGEND NOTES oNEM CHANDELItY TYPE 3(LARGE) ONEW CHANDELIER TYPE 4 (SMALL) 0 NEW SKYUGHT N EXIST MALL OPATCH AND REPAIR EASTW WRFACFS MERE CHANDELIERS HAVE SEEN REMOVED REPAINT SURFACES TO NEAREST CORNER MATT+ PAINT, COLOR AND GLOSS TO MATCH EXITING � JCPENNEY I rz^�' -- MAu t I MERV1'NSLl M W III Tp 4 --� --- L �- , Q ENTRANCE I I i i - - I I I I I I L.L - - - - --- - - - - - Z L J TIED IN WALL ! � , ExlsnNc GAS tiNE oowN, - TO !" I--f--- — --{--- - I— RELOCATED ICIER,-N.I.C. w 17 � MALI to ( � -- -- � ___ _ _ - -- — _ C) EJSEEOSTING "AS LINE ON ROOF _ 1 ATECMANICAL FOR S DETAILS k SIZE. N I,C 4 --1 z i 4 _ I I 4 k-1 Q _ — I _ 22 - -4 -Lj LP R DOMN REED F E B 14 2005 I .IRT { - SEARS I I ,-t/2' GAS PIPE - fi ACA - 1-4 T TO RUAtN H$YVGC I I I I 1 N - 'Sur _. MEIER AND ANK j - - ---- MECHANICAL FOR — -- _ v COHIHUAl1ON - --— 1 tl ( — -- - — — • -- — _ _ • M EXI TING MALL ' EXISTING M : • I I I I I I �• : ; I I I 1 I LW NORDSTROM _ I TENANT AREA KQCK G I I I TENANT AREA BLOCK R c { -. L I 0 I - - - - 1 - -_ - KEY PLAN T J1 L C III g TENANT ARCA BLOCK T TENANT AREA BLOCKS .1 I I F QC E O ..J W a o OVERALL MALL REFLECTED CEILING PLAN --- � Q Z �4 !CALF 1' 40'-0• LL u - >II LEOIDILI'fl/8TIIIt• C'In ..•- H-7 7 v 1009.1 cm 1 ? 3 4 S S 7 6 A 10 I 1 12 13 14 rA 17 1® 19 20 11 22 21 24 29 26 27 28 2 i • c, 1 11If IR .. 7:. r 1 a,.; j l� r.3µ LEGEND NOTES _ KEY NOTES 3 79 0� i 9.7 I B 7 7.7 � 5.7 4 7 3Al� �i ?.7� --,- ,11 17 0 30 9 � 8 7. � 4 ----- I! 01 NOT USED -- I - — \2 NEW PARAPET, MATCH HEIGHT AND AI IGN WITH INSIDE FACE OF li EXOSTNG I I I 011 NEW SEISMIC JOINT EXISTING EXPANSION JOINT TO REMAIN r I - U� NEW slcttlatTs. I I G NEW ROOF DRAINS WITH OVERFLOW I II I I I I I I I I I I I I II I I I I I I I I I I i O ROOF (ADDER - REFER TO 13/A4.18 I f O WALKWAY PATH, PROVIDE AS PART OF ROOF ASSEMBLY, TYP. 0 NEW WMWANF ROOF ASSEMBLY EXISTING ROOF DRAINS TO REMAIN, AS ADDITIONAL OVERFLOW 14 40.5 I I 1p DRAINS, REFER MECHANICAL. PATCH AND REPAIR ROOFING AS REWIRED I 1 I I 11 CONSTRUCT ICRICKETMIAT LOCATIONS SHOWN CRICKETS SHALL I 9 ' I I I 12 OPE NEW ROOF AT EXISTING SERVICE CORRIDOR r 11 Tw A718 I! A728 ABOVE,� 11 p 12 21 10) i] NOT USED EXISTING MALL _ I I I I EXISTING CMU REPLACE COPING 0 REQUIRED 1 I 1 10 TYP' i NEW EXPANSION JT 1 1 1 -- GLAZSNG NEW ROOF ASSEMBLY AND ROOF STRUCTURE TIED INTO EXISTING 11 CONSTRUCTION PROVIDE ROOF MANUFACTURER-APPkOVED i CONCEALED uNOER i � 1I I 1 I I 1 TRANSITIONS TO EXISTING ROOF ASSEMBLY. MAINTAIN GENERAL T' CA4711� 0 NEW EXPANSION JT CONCEALED UNDER 13ROOF EtEvAl10N ALONG GRDUNE " m " '� -' FOR ADDITIONAL IUORNATION. 15 MECHMgCA1 HVAC UI.15. TYP RffER TO MECHANICS DkA1M FF J O - _i - FF U.N.O. 11 I O --�2 i 11 I k00F OVEFifiANG A41Ei / O J TIF ALONG GRtOUNF �M `-' -� K s ; ..c FF U N 0 16 REMOVE EXISTING COPING AT THIS SECTION OF NORDSTROM METE A D FRANK 1S Ift PARAPET STING C FLASHING HIS EC EXPANSION JOINT ADD V J A4.18 Fl� 2 9 4 - 7 P - i3 NORDSTROM PARAPET J - --- lYP • - - - 4_ - - - - i • -- - - • - I - .� .• _ - - _ - A4-18— 17 ROOF ASSEMBLY OVER RAISED STRUCTURE ABOVE PARAPET AT 1 , -- • - - _ ENTRY FEATURE. TYP THRWGH-WALL SCUPPER, COLLECTOR HEAD AND RAei.EADEH REFER TU 44/A4 1B • I - I - I I I 2Z O I I n O 111 RAANIADER PROVIDE A TIGHTIM CONNECTION TO STORM DRAIN I I Is I I I AB OB I I I I IU METAL ROOF ASSEMBLY / D TIP. I 1 15 11 _ I 42 \ 21 GUTTER -- - - - - - - - - - -- - -- - ALOE -- - -_. - - _ _ — _ 4.IB OINTAKE/RELIEF AIRHOOD. REFER MECHANICAL. I I 3 23 PROVIDE TAPERED INSULATION NECESSARY TO MAINTAIN POSITIVE coI I DRAINAGE. SHOWN HATCHED W I I 21 THRU-WALL SCUPPER AT EXtSTINC CMU WALL - REFER 25/A4.10 �T,� GENERAL NOTES LLJ I I I NFT I { 0S 1 I 1 PROVIDE CLASS A MIN. BUILT-UP ROOFING ASSEMBLY PER of MANUFACTURER'S WARRANTY REq:4tEAEN15 A' ALL NEW AND Q I LL ROOFS UNLESS NOTED OTHEFWISE TIP. NORDSTROM 2. GC TO PROVIDE CRIG(ETING AS REWttE>; TO Af'"��< p09TIvE DRAINAGE TO ROOF DRAMS AT NO ADDEE `, '_ yBR I 5 t ' � � � % I I I - I � J. PROVIDE CRICKETS AT UPHILL SIDE OF ALL ROOF ITL.., 'JtEATER NAN / t I I C ) J A4.18 ALL ROOF CTOP ITEMS ARE NOT SHOWN ON THE ROOF PLAN J a 1 COORDINATE WITH OTHER OWLS INCLUDING MECH., pIIAMBING, AND ELEC PLANS, FOR ITEMS NOT INDICATED ON ROOF PLAN 3 24 A .2B A4 28 Typ I I I � THE ROOFING SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DES" DETAILS ON PLANS ARE BASED ON NPCA STANDARD DETAILS FOR THE ROOFING TYPE USED ON THE PROJECT. CONTRACTOR TO PROVIDE ALTERNATE DETAk1NG AS REOUIRED (IF NEEDED) FOR THE ACTUAL ROOF SYSTEM USED. 3 E PROVIDE WALKWAY PADS FROM ACCESS HATCH TO ROOFTOP LU / SLOPE A4,tB EWIPMENT DO NOT ST. PROVIDE RADDLE PADS AROOFOVALLE'F ACCESSPMENT SIDE 1XO MECHANICAL DRAWINGS FOR LOCATIONS. Of Ail ROOF TOP UNITS TO HAVE CURBS. Q 9 _ - - - - - ---- yp I I I I I I I ► I I I I s5 r^ 21 _ — ---- — —t- Q li 11 TYP. I I I I I A418 1 TIP. 8 1 �3 -. - - - - _ •• - J �_ M.2B 1 RECD F E B 14 2005 ._.1 }: LL 07 _ O F` a� O Q I _ .------ - - ^ der g 18 19 t8 t9 I t� •y /'0' 0' t Iso[r•a cc n,ep r: r� r • U U F a o SKYLIGHT TYPE 1 ALL S}YLIp11S AAI PARKING GARAGE BELOW 0 iWT-Tt(All a MW s _ — I O 'U`V W ,5o'_e• F � i SKYLIGHT TYPE 3 q KEY PLAN 0. � PARTIAL ROOF PLAN 0 �scALE. t• • so• M 18 C VV 7 a TIP — 2 = 20 A 34 E $ a 2F 21 IM. A118 18 _ J` 1e, pp ROOF PLAN — AREA B ^° ,� �] 2 [�L7 \J — �� tECAI[: ,• • � C?' � tlollMTL.�N 1WER AT atAO[ Q �d NORTH 1FTI,IeIAII RA«IfP AT aAOt PARTIAL ROOF PLAN too 61 AI.OB SCALE 1' 20' lLE(31811.ITV STRts Cr' 10 12 13 I• A 17 ID 10 20 2 22 23 ?4 29 ?�f 2 ' 28 29 I-k I�w' =1 ................. w EIISRNG NORDSTROM BLDG. /"- SHEET METAL COPrfyG --- '~.1�� CONT BEAD OF SEALANT -AN: - REGLET IN EXIST TREATEp ?x B<oCKNIG % EXISTING WALL SCREW ATTACHMENT OTT I NEOPRENE wASHER / WEI ME UL ftASHINGcup _ METAL ROOF CLOSURE - CONTINUE MEMBRANE TO FLASHING r TOP T PARAPET LINO / REFER TO WAIL SECTION / CGMPRESSABLE FOAM T r FOR WALL ASSApUES -- EXPANSION JOINT COVER !_L. y - -__l-_. XM:+ c+LIEF ��(• 1 r J� CANT — FLASHING OVER 3/�4' Pi RK]p INSULATION PL Yw00[1 TREATED W4 BLOCKING �• s r --FLA%WvG �-_ �------1' STEEL STUDS -� CANT I —_ t INSULATION - t I RfFER TO OP A411) Tri+ NOTES II ' � f TYPICAL PARAPET „ PARAPET GRIDLINE 24.7 - PARAPET @ GRIDLINE 'GG' PARAPET @ GRIDLINE 'FF' --- - -- SCALE: I 112.0 -0' SCALE:_ e 1 1/2 1'-0' .,:ALE. i I/?'=1'-O' - STRAINER --METAL SIDING n T-ROOFW. ASSEMBLYr- CLAMPING PING I / ROOFING MEMBRANE EXTEND MIN" 48' -'-- - - --- -- �,; VAPf,W dARkEA -BASE FLASHING PLY 40` r -- -LEAD FLASHING 50' SO WIN SEALANT GYPSUM SHEETING + '' SET IN MASTIC. WRAPPED DOWN 2' MIN., PRME TOP SURFACE BEFORE "~ _ Box Re FLASHING SHEET MET THROUGH �l SCUPPER / --FLASHING w / I -� _ 1--- ----- FW ASSEM&Y - LROOF 7L BASE PLIES DECK I - -- ---� DECK CLAMP TIE INTO EXISTIN I I ROOF ASSEWF. -... M1 RtgD INSULATION. TAPER INSULATION 24' ' --- CMU WALL FUER WALL SECTIONS FROM CENTER OF DRAIN. .�-�-NEW ROOF DRAIN PIPE I co-- . -- _� -,— —,----- 7 — -- o TYPICAL ROOF DRAIN PARAPET a GRIDLINE 'EE' _ ROOF TRANSITION GRIDLINE 'GG' NOT USED PARAPET aeELEVATOR W g SCALE: 11/2' FF f TREATED WD BLOCKING -- - ----FLASHING NTH URF EDGE AT - BCTTOM OF WAIL PANELS -� �o� - - — FLASHING /_.... I SEALANT SILICONE ACK R 0� / ,. 1/1' SILICONE SETTING / 41 STL CHANt(;• CLIRB r----- -- TREATED BLOCKING, T`P. BLOCKS O GLASS 1/4 PTS 1 y ' k1L' SANT _. / Lij SifET METAL THROUGH WALLSCILIPPER �kz.SIUCONE EAA ANKGd kkk FASTENEC TO STEEL CR ALLOA%uw 1` 4` i STRUCIURAL ANCHORS SAVE PLATE WITH _ 5►fF'METAL CONDUCTOR v �/ _ HEAD ON OVERFLOW OPENING WEEP HrxF a RAFT= - - - - RAIN IfADER NTN FOAM BAFFLL ��~ I W * ALUMINUM OR "IQNLESS S':F �. V ' SKYLIGHT FAVI APt•'N FLAY-'. J� ��^. `'� �"- 0 x F-- STRUCTURAL CUPS- -�r: -�P'r W -+,YX G NORDSTR-0W BLDG V TYPICAL MECH. CURB GUTTER DETAIL INFILL PARAPET GRIDLINE 'FF' SCUPPER AT NIWP-2 TYP. CANT � SKYLIGHT @ _ `, METAL ROOF@ WALL Z Z SEALANT LL DRAN3AND FLASHING 5 !, SHEET METAL FLASkNG �./ - . __ _ _ _f GALV ALUM _ ORAPET FRA►piG SEAI ANI t METAL ROOF 0.CSURE SHEET ICTAL RAW COLLAR � SINE RNLS Pl l FLASHING OVER'kPMGFLASMNG COLLAR BY 1/2' X 2 1/2- 3'-4' I i 1/4' ON CLEARANCE TO RAW / EXPANSION JOINT COVER O COMpRfSSAN3LE F?AW COLLAR i/ AL+ q• t -SHEET METAL FLASHING COLLAR NEW PARAPET EXTENSION F OVER J/4` PT - 'iN 8' ABOVE ROOFING ,/4' THICK C>ECY.ER STUOWALL \ OF 1!2' PLYWOOD OVER ,2' " METAL STUDS PL NTH NOW, - SCUP METAL TNROI!(r!t wAll A /' `rZ —PLYWOOD TURNED DOWN 1' SCUPPER R FT ASHING PLYWOOD WELD CONT. TO ' �� CANT STRINGER -`� r. -1/4` MIN CLEARANCE BETWEEN OR / REMOVE EXISTING COPING FLASHING DOLLAR AND SUPPORT AND BLOCKING ROOF CEMENT OR SEALANT 10. NORDSTROM PARAPET 138'-8' O O - BENT PL SUPPORTS I HEAD METAL ER LOWTOo -- - co - �"'� _ HEAD Nn+OVERFLOW oP[?NN�: � �' ti NEW WALL FLASHING TO MATCH U RROOOSFnNG5 ASSEMBLY TNG BUILT-LLP I! - _- __ f + i STANDARD GUTTER PRQV1UEu BY o a a �� METAL ROOF MANUFACTURER m V v I, r- EASTING NORDSTROM J 3/4• I X 1'-8' -- RAIN LEALdR - ExPANSiUN OMSICAiS FOR THERM R r \ a PARAPET ASSEMBLE -METAL ROiF ASSEN TO REMAIN _ _` �i STEEL BAR RUNGS �_ r—EXISTING NORDSTROM ROOF _ _ W/NON SUP SURFACE ASSEMBLY TO REMAIN �1'-C' O.C. � - I --~ *- 0 ---- CMU WALL PER WALL sEcnoNs --"V-!---'---- METAL ROOF o,�R ----__---- ExTSTNG METER B FRAhK BuaDtNG 3/4 DING PAPER Oil -�! J!4' CDX PIYNCXtC OAI- SSTTRUCTURTAL AL FGRAMING ` �-- PAIN :fAi£R TYPICAL PIPE PENETRATION _ _ _,�._- __ —� SCUPPER AT CMU WALL EXPANSION JOINT @ M & F (LOWER) METAL ROOF c,D GUTTER "'B �:,:,?•:,'-a- - --- ,� EXP. JOINT LOW PARAPET .-- AI 18 ------ - ` - �� t •;^'. - NEW COPING TO MATCH EXISTING EXISTING WOOD FASCIA TO REMARK _ pRECA51 C NC PANEL 1//' ALUMNUII PLATE AU.Dw JOINT _- - I `� 9` �" COMPRESSABLE FOAM TREATED IND BLOCKING MOVEMENT BY ONE-SIDED FASTENING M - CONCRETE OVEP (TEMPORARY SOLUTION UNTIL FLOOR EXPANSICIN JOINT ASSEMBLY `----SCUPPER OPENING FLASHING METAL DECK COVER IS DETERMINED BY FUTURE CLIENT ! - BLOCKING LADDER AT PARAPET ___ �_ } _ RAKE AOC CLOSURE BLOCKING 4' STEEL STUDS - I�ti1 � l� - I �; -- � - FLASHING WRAP AAOUNp &DIKING SCALE: 1 ,;�'.+'_0• EO 3• EO TRATED WG BLOCkNG �-CANT -. __vvER OW 2 _ -INSULATION I -- NOTE 'a ® _ v- , - 1CL -`- -^-' � _."�------ SHEET METAL r -� - -_ �- Ln iRAfFN RATED JOINT COVER HEAL CTOR 4 _ t + o HEAL BATT fNSL4AT1p1 � } + CASTCONIN PLACE TE L ANT O C o i t C + + --r METAL ROOF ASSFWLY RAIN LEADER x i COMPRESSIBLE JOINT ESLER f - -- i U Wous 1 T STEEL I Q ) tL—i TYP. EXPANSION JOINT MALL ROOF EXPANSION JOINT MALL FLOOR EXPANSION JOINT a� GARAGE FLOOR SCUPPER ELEVATION EXPANSION ,POINT M & F ZIPPER METAL ROOF RAKE EDGE �M t +Ll PLA 11 t'. �fr . 61 411A —�— ._--.__-._. A118 _._...._ � A11B �1+H A I SCNf _ n 1' I E(3IRILETY STRIP , 2 :� A !S e 9 '0 z 3 4 e , A 9 20 2' 22 2:3 24 25 2e 2- 2e 7g If A. t x K . e, L s' SKYLIGHI ASSEMBLY SKYLIGHT ASSEMBLY y STEEL SIRUCTU YON FLASHING ~\ <v -- SKYLIGHT CURB -- SLOPE: \ 16 ROOFING OVER 1/2• PLY SHEATHING CANT OVLR 6' METAL STUDS 0 24' 0C' OVFR BATT IISUTATION -2' 4'4 1/2' j 5/8• GYP OVER FURRING STRIPS —� TYP. ASSEMBLY AT WALL ABOVE OPENING METAL-FACED COMPOSITE WALL PANELS (MWP-1) OVER METAL PANEL CLIPS (DRY SEALS) OVER BUILDING PAPER OVER 3�8 GYPSUM SHEATHING OVER AI METAL STUDS OVER AIRSPACE (VOID) Lli ROOF DETAIL @ ENTRIES 4 & 5 SKYLIGHT CURB DETAIL 23 d A4 28 -- SCALE 1•.1'-0• -- V J J J� SKYLIGHT ASSEMBLY d d w w TYP ASSEMBLY AT WALL ABOVE OPENING. \ 1 METAL-FACED COMPOSITE WALI PANELSMNP-i OVER ( ) METAL PANEL CLIPS (DFY SEALS) OVER BUILDING PAPER OVER 6' META OVERPLY SHEATHING OVER GYPSUM SHEATHING OVER 6' METAL STUDSS O 24' U.0 OVER I 6" METAL STUDS OVER _ BATT INSULATION AIRSPACE (VOID) 1 CANT w V L._ U) X ( w z I o 0 �- z F_ d (3 - cl� z . Cf) W 5/8' GYP OVER FURRING STRIPS d I RVQ „i I r — u, z AB.oEt.Ev. iTUBE e.o. aNG a ---�_ 04 8 ROOF DETAIL ENTRIES 4 & 5 SCARF: 1•e 1' '-0 W a acW o- A opollh y„ Q U 61 fit �' . ', n;�l,'I Illlrtr,-,��flll�lllliliU II!I IIILI'" i I.0 II;I IIIA' It-Ilt, 1111-1I,1.r a 'i 1tl Hifi i1 - � „ i . 1' LEGIBILITY STRIP � � � � I � � I�Q 1�1 12 � 13 114 1 11 17 119 IV 20 21 22 23 24 25 e 27 2b • E R A li. 71 C H„. I� S:& 1 --- r 3 - - /-----------.--—-----� •� --_-- ------_- ------- A 4 -- -- -49 i1i 4 t 9y 1 9 0 7 9 H.7 �7 71/ \ 1 ' \' EXPANSK)NI JOINI i 3 13 14 1 3 16 17 le � ARAKY FRAINIIG I — I I I ILL- FRANK METER 8 a r� I I I I I I I I i I I I j NORDSTROM SECOND ilaoR _.- I ELEV 118'-1• I t .I J MALL BUILDING ELEVATION - WEST a• Til, _— _ X40. 9 9 �i8� 7$ ��' \n�, 5 5y �'�4_y ��t�. I I I i I I I I I I l I I I 6 9 10 I 7 ( it J 1 7 I I I i I I 1 1 I I I I I FRANK j METER & 21 i I I W — --� FIRST LEVEL GARAGE Q _-- Of — -- _— LOWER LEVET GARAGE I i 216 5 PARKING GARAGE ELEVATION- WEST , v-SCAIF. 1/16'=1'-0' xC xB xA, 13 19 3 - 14 12 3 C - - C 17 ` LTJ� A I I WEiT -- MALL ELEVATION- NORTHWEST PENTHOUSE ELEVATION _ p A!S(Fi SCALE: 1%18•=1'-0" SCALE: 1/16"=t'-0" Q 7 -- - --- ------ --- _—._ ` c ) HH KK LL MM NN PP 00 �RR ' S. UU? w A '� W EXTERIOR 1,1NISH SCHEDuLE .J ui MATERIAL/KE" NOTES ! FINISH -- I PRECAST 4 INTEGRAL COLOR aj2 CEMENT PLASTER H PAINTED cr COMPOSITE METAL PANEL C CMU 1 W r, A 11 +1 B 10 4 ARCHiTEC1URAl PRECAST CORNICE NOT USED / a B B - B A,C S M. V PANEL WALL [) -- -- - Y♦ ou AS scHFnLnEr ` E + .. i L I 6 LIGHT FIXTURE f TYPE I �LLJ METAL MESH OVER GALVANIZED FRAME TYPE i ----- __ FIRST LEVEL GARAGE ' - - 227.75 S METAL GUARDRAIL PROVIUP DOJBLE STUDS I I I I I GALVANIZED H LOWER LEVEL GARAGE- ARCHCOVEITECTURAL PRECAST COLUMN U PRNACY SUITS 216.5 10 ARCHITECTURAL PRECAST SPANDREL t E L EVA_T I O N- NORTH ----- - --t--- T, - - - --- bo-ALL. 1/16••1' 0* — _----- a CHP CONCRETE WAIL 12 SIGNAGE B1' OTHERS 13 SKYLIGHT _ 14 CURTAIN WALL, REFER 36/A9 OH :;i, 15 TENSILE STRUCTURE BEYOND I ZZ got}ry WW g VV 8 UU S 1s x REVEAL ,.` .Q i d — — w b i� TENANT LEASE LINE -- C I I I I N 18 DOOR aw —. — -- -- -- ------- -- FIRST LEVEL GARAGE 19 ------- ECC LJ n7 75 RELOCATED PGE LIGHT -- a N /20NEXPANSION IOINT LOMER LEVEL GARAGF� tj 216.5 21 GAZE 8 t v ELEVATION- SOUTH , 23 PENTIIOIISE BEYOND I I I i T ?� SCALE LEOI�N.RY 1TR� ,i i ♦ +It i i' j 1 OMm.Ito I 10 I I 1$ 13 14 I� 17 1l9 D 20 21 22 23 24 215 1t1 .2'f 28 7•' +. • ('( '!� . MON, • i 4 111111; , J Now 101"o 01md _ _ - :.mill .. .. -- ... � �YM1.��.—,:.nw...s/w.;c.r.xF}�r.(r.�.+_Vfo11:IM�k.,.y..y `4Y1 , ')!Rt - - • --------------_..-------_----.------.-----------------------..—•-----------'----•--------------------------- A60B 51 —�•-------------------------'------'------------ Ilk, 1 77 II 1 1I I 1I TOM - -- --- - - - — -- - - — wi t I I I I i EXPANSUM JOINT ---- -----=------- - -------------- ------ -- ----------------I--.� I I 1 I BUILDINGSECTION - MALLS 8 & 9 `-------- -- ------- -------------------------------------------------------------------------------. 4 3. 1.s o.7 s.7 s.I - 21 4 AtO1B TYP O TYP j l j j AlO1B ,---------------------�\ -SKYLIGHT, TYP M R00F LEVL, + I 1 RELYATEG CHANDELIE CawN Co1+ERs, nv I i I TYPE 3 CH L1ER. TYPIC U. \ STONE TME. TYP I \ --------- - --------- � SECOND LEVEL - ---18'-4* (246.93) h- - - - I - - ANGLED GMB SOrnTS, PAINT DECORATIVE WALL SCONCE, TYP "? I I ' ' � ' W z f x 1 QFUTUT�TENANT STDRi�RdlTS I I i � TO MALL 28 I EY ND MAIN LEVEL � f n - - - - - - - - - -- --- - ---- -- - - - - - - - - - - - - - - - - -- - - - - - - - _ - - - - '- - - _ - _ _ .- - - - - - - - - _ - ---- - - - Z U) UNDERFLOOR ELEC AND TEL DUCT, TYP LOWER LEVEL SE 'ACE CORR" EXPANSION ONT ae•-o' W (216.5) V) V „ BUILDING SECTION - MALL 8 A7 IS CD _Z A6 f18 _Z = c � Q MZ) W •�5 3: SMS) I LU �c > 2 7 1 31 0 9 �F 7 1 ca SKYUGHT BEYOND I I W U Q a A1D.1B op RELOCATED CFI UER, TYPE 1 QYP.� REFER i0 03.08 0R fiEAIOVM. T 0 SEC FLR I ee TO I i .\\ /�� .�. . t j I ( -EXISTNORDSTROY ` • . . . 1 COLtWS TO REMAIN F1J111RE TENANT3TQIEFTlONTS > >A FUTIW TENANT STOREFRONTS ( I i MALL 4A I I I I I 'ri �\\ I I I .f"T"- " I i O i BEYOND I _ 1 FIRST FLR � � o I Q U aCL CD N BUILDING SECTION - COURT 7 & !MALL 961 LEGIBILITY ST!<IP rm, 1 L ... .. a_,.,..._..,.,,..-•,... ..,.,. h.- ,w .... a o d p In 17 Ih 19 2n 21 :2 23 Pd 2". 2R 7 tt t i pt , r. ... .. _ .... ... _ -. .. ... 1. -.. _. -.. . _ .: .. ... . . -. � H -Ar ' -rl4AWpa,r4l+.,.wr+•µioaY-wrt.....r. I„Mri' .•Ik.i. '1,n..• ._mx^.i '-M AY:r'I{l w, .. &.+: -hinWw. .; - u tii W N «nw¢- xni.,.q x. roe ,..ewu-aMNw, 15x. w„ +MwrNwP• �w> .�WNn- YPMPAwwa,r„A4rIMM►�F,°”,h.�l�{�i, w' pa c 23 h A4 29 SKYLJGHT STRUCTURAL FRAME EE FF GGA wLL MM NN P% / ALUM CLADDING ` I T 0 STL 43 HH JJ Ki( - - — ---- ( t50'-0• At0 i8 I , SIGNAGE cc 11 1 TOW 144'-6• LLJ NEW PAP"TF, tkOf - ALIGN OU TSIDE r ACE - - I - W/ Ex15T HEYON01 - I I RELOCATED 1 CHANDELIER I I COLUMN COVER, TYP I I I I i I .-_.. CURTAIN WALL - 1 i - _ ----- ------ NORusTR BEroHo INFKI WALL T N ' - I II I II -- - i _ I RELOCATED EXIST PrLON STOREFRONT TO LIST Elxr. E.COU T 7EIGSGREENHOUSE MALL 4ly N < MALL 4A ASE LINE NEW TENANT STOREFRONTS CEMENT PLAS LE yw•RAANt'STORERON3'-0• 1 FRONTAGE DRIVE z METAL MESH COLUMN BASE 0 z ( IF + l i II 43 20'-O• F— o I I I I U W C/) 31 BUILDING SECTION - MALL4A & 4B, COURT 7, & ENTRANCE 4 (ENTRANCE 5 SIM.) A6 tB SC-All-E: ----- --- r n ALE: 1/8"-1'-0' - _ �.J z i C/), T 3� 0 > cr w m 51 M AID IB I W O CD r 132'-2• —_ L 8.0 COFTER CLNG 33 - to I I 1; I 131'-4• 1 I 8.0, SOFFIT BAND 11 - F, 1 124'-0• ---� EXIST ENTRANCEANCE NEK,�IT 1 \ I I I I I SECw ROM 1 ' � 1 1 , � EXIST MAIL LEASE LME I I -- -- I SS to DUMP-OUT LIASE LME �'k �,, '' I STANDARD l CAST lME 1 2 ' ,41 100-0• 4 O . all IoD ?4' 0• c g m t5 BUILDING SECTION - MALL 4A 68 O Q Wit.+',IOw�AYN.<iew.,yyxa•..+ni..o ..,A +.,.,FMiAy/11, ... J uEcirrr•tom c m 1 y 1 1 y l _ f 1^ ifa0 fa I 2 3 1 ^� O 7 p y 10 I 1 12 13 14 Ic 17 19 19 20 21 22 23 24 2s 2(5 1' q h4bl Ithi'lli'mialk mop pY. 1' �r pM,` .i �'I - ..•.Win. .�y*,.W+t ' 1. . I LEGEND NOTES I . T.O. FRAIL" G' 7 c . ' I I i I I i I i MAIN LEVEL REFERENCE 51 FOR T1T' CAL(OUTS AG iB I BUILDING SECTION - ENTRANCE 5 5S W A718 I ' I LiJ I � �sKnlaNr I _ I z Q I To STRUCTURE � 3 9� 3 3 ,�, VARIES y' \ 46 I MIB U 4.18 � I Iui Q T o wJill - - / 1 I Y 231.25' FIRST LEVEL GARAGE 227.75' -- - - - _ _- -- - - - --- - - - -- - - -- - —. _ ( _ SECOND F100R METAL ROOF Of ----•-`- \ / - ELEV 1I8'-4' CAST IN PLACE CONCRETE 101 I 1E4ANT I TENANT — I - -_ -- -- I ----. LEASE LINL I LEASE LINE LONER LEVEL GARAGE � I06 - - - - - - - - - - - - - - _ — _ 1 _ - - 216.5' o U) 0 'I nV J Z I ; , s'-o• Naz'-z 1/4• 3s-1 -- - ---- ---- — -- - 0 ._ z 0" I • AREA DRAIN. SEE 5/C3.1B # I _ I MAIN FLOOR jill I DOCK PUMZ 0 SECTION @ WEST TRASH COMPACTOR - LOADING DOCK (SIM./OPP.) W F-- U C� z „ BUILDING SECTION - TYP AT SKYLIGHT 5 \uu A'A - _ SCALE 1/8"-1'-0 CONTAINER -- CASs IN PLACE CONCRETE WALL L--� CONCRE PATH _�- GATE— Cle JJ KK MM NNS --- FIRST LEVEL GAR�GC ____ -_ - 227.75' Im TO STRUCTURE -0. 11t1_ L 25'-0" 5'-0" 30'-0' I 8'-5• A, n �j -- - --- - ---- I ` .� VARIES L -----� - —=f— U ' rh _ � _ CO o ' LONER LEVEL GARAGE L 1 _- - --- - 216.5' a - ? -- - - - - ' I �' 39' 4' TREN(h DRAIN 32 SECTION @ NOR H TRASH COMPACTOR • A6.26 - __- . i. SCALE. 1/8--V-0- SECOND FLOOR \C a - ELEV. 118'-4* ps vV A A ' TENANT TENANT I CURRENT TRANSFORM R (TYP.) �-LEASE LINE LEASE LINE I I ff I ( C(111CRfTT PAD - GENERATOR------ I COMPACTOR GUARD RrL ---- L ? Of YONU -- ' Ho. I 0 ( MU VECN wAu - SCREEN WALL K E Y PLAN CAST IN PLACE CONCRETE--- I I MANN FLOOR — -I `� �' -- __ ST LEVEL GARAGE -" I I I —1 CL O a 227.75' t � I TRANSF PAD I I c 222.5' Ce LONER LEVEL GARAGE •-----� _ (p IU 4 I COMPACTOR AITi[ RE NU BUILDING SECTION TYP AT COFFER SECTION NORTH TRANSFORMERS Q Q �� SCALE 1/S"•1'-0" _____ AB" � -- -- _ ---- ----__. � pp 'ALE: I/!"'I'-0" �--- 7.1 61 if f'4 LEGIBILITY STRIP ° , ? 3 ♦ � N5 ; _ n �� n ?r, 21 2 A � �' P 23 24 2R � < 4 5, p � ? NOW i Hyl 04< afij1� :4 . . - ... ., ... .. .... .. aYi1l•wMi -•f •LM1 1bY4r4F _. - TC�M.. - - .: - - 1 �i4•'YoF{!N•1F`:..Y,IiM'Yfp E �"�6 -tlkYY��•+ !£, y ,pyYI��.p 1'.' - . . :Y -- HVAC UNIT - HVAL LIM I LEGEND N O f-E S / KK LL/ MM NN `PI' RR% -- - r- SKYIIONT ; ' - 1.0 PARAPET fkAMki 1 ELEV 138'-0` 11 ( s - TO STRUCTURE � - i � I -- - •» � ' VARIES '� I I =4 LL f SERVICE TENANT I I I I i MEZZANINE CORRIDOR ItY04 r1 - 1 pL COLUMN eOVFR, rw 10 SECOND FLOOR ELEV 119'-4's ALL CORR" EKIS TINS L k VICE N F I � CORRIDOR TENANT I TENANT I I I m m 10 I I I J3'1 U. ET 51 ENLARSED BUILDING SECTION - MALL 8 (N.I.C.) A6 36 ALE. 1/8' . 1-0—w SKYLIGHT - -- TO STRUCTURE EL. - VARIES / r z ,yam WB SOFFIT, PAINTED RECESSED LIGHTING , ��'� O z COLUMN COVER, TYP I I O LEVEL 2 r l MALL CONCOURSE w f- i CD! I � z TENANT � �• I GNB, PAINTED r'- I co HANDRAIL STONE TILE ---- SECOND FLOOR --- -- - _`_-- ELEV 118,-4. G1 MOMENT FRAME, REFER TO STRUCTURAL DRANINCS � Y CJ GYPSUM BOARD OVER METAL FRAMING, PAINT — -- I � LIMIT OF TENANT LEASE LINE -- - I TENANT CEIIING- NIC I I m I I D b I TENANT KEY PLAN 1_H I _, _, I T _S F NONMED F OH N4 ' FIRST FlooR ___ F t1 [IEV-�_a� REFERENCE ONLY! ( N . I . C . ) �- C! � � P� L WALL SECTION - TYP @ TENANT STOREFRONT (N.I.0FOR REF, ONLY NOT FOR CONSTRHCTIO ��l . SCALE 3/8'-I' 61 a , LEN3181LiYY STRIP I � 20 I e it 22 21. 2.4 25 2A 2 1 d N3 A 9 y MOW • I ons 09 3OX Not Auk S: .i - F CONCRETE RETAINING NI WALL 1 -SLAG ON GRADE, U" 8_-0_ 10" FIRST iL0OR SLAB (TW) 4'_,F 1/4• -�______,...--_ - / SEE STRUCTURAL DWGS SEE STRUCTURAL DWGS _ 1 CUNCREIY COLUMN, CENTERED 10 TRAFFIC. 1'_1• N-5 1/4" CONCRETE LID FOR CONSTRUCTION IIFOER STEEL COLUMN (TW) '-� SEE R STT L1 C UMN TRAFFIC, SEE SlMX.TU1RAL DWGS I I T0. EFL, fWSi EEVEI f ---WATER STOP (TW) -0.-FFL fTRST FLOOR LOWER FT.00R SLAB ON 220 5, `n Y 220.5' GRADE (TYP SEE STRUCTURAL OWGS w i I I E- -- _� CONCRETE RETAINING • U. - COMPRESSED BACKFIu ()W) I ;,R / WALI ( I ( -----WATER PROOFING NE I-IE CAP (TW) i� I ---- I DRAINAGE rALfRICS SEE �1KUClURAI DWGS I L0. FFL. FIRST FLOOR — i ) I �- - " PRECAST SPANDREL. REFER TO I1/Al O OB ___. �_-_ a'"•-'"'' T.O. FIN, FLOOR u' \_- GOARORAII ELEY. 111'-3" ' I I CONCRETE SLAB ON GRADE., SEE STRUCTURAL DWGS GRANULAR BAC( FILL PRECAST COLUMN i WRAP BCYAND, REFER TO it/AtO.OB (,ONTINUOUS FOUNDATION DRAIN, WALL SECTION AT GRIDLINE RR I FIRST FLOOR -- - - - -- " EACH SIDE ALONG THE TUNNEL CAST IN PI ACE -- - - ',GATE: 3/8'.1'-0' RETAINING WALL1 10 FF"t LOWER IEVEI , 0 2165' -PILE CAP (TYP.). SEE STRUCTURAL CONCRETE BEAM (TW) I DWGS. FOR LOCATION SEE STRUCTURAL DWGS -PT. CLNCIRETE DECK, I I I SEE STRUCTURAL DWGS. I I PILE (TIP) -CONCRETE CURB ABOVE MADE T.0 FIN FLOOR - { .-._--- COVERED EXPANSION JOINT ELEV. 100-0"- SS 9 —EMBED PLATES AND WELDED STEEL ANGLE, SEE STRUCTURAL DWGS. WATER STOP 53 / �-- --- CONCRETE APRON W/ ASPHALT PAVING A4 1 B / —PRECAST CONCRETE COLUMN TUNNEL SECTION -_ m <�OPE SLOPE* T.O. FFL FIRST F1OOR� W 22775' AFF 01 WATER PRDABRI GARP,GE SOUTH WALL SECTION L11 DRAINAGE FABRICS 23 _ ' --CONCRETE RETAINING A7.28 WALL -COMPRESSED BACKRLL GG G. MM T., I SKYLIGHT BEYOND - PILE CAP (TW) J SEE STRUCTURAL OWLS / I - i TO PARAPET FRAMING FOI1NDAl10N DRAIN CONT. (TYP) ELEV 138'-5 5/8• 1 i METAL WALL PANEL OVER El VARIES i BUILDING PAPER OVER i n/ C.YSPUM SHEATHING OVER T.O. FFL. (OWER R METAL FRAMING OVER 216 5' AFT BATT 1NA1lAl1pN s " ATTACH FLASHING, AND ROOFING,-• �_ / �\ / \\ . � MEMBRANE ON CANTILEVERED p• DECK STRUCTURE -. • TW ROOFING ASSEMBLY U) - - T 0. EXIST, PARAPET I j �+/ Z APPROX. ELEV. 1301D' I Til \ GWH SOFFIT. PAINTED ,� / I M.18 � 0 NEW MEMBRANE - I RECESSED LIGHTING t ROOFING ASSEMBLY I I 0 r OVER NEW STPUCT - -- - - WOOD BLOCKING- _ - - I WALL SECTION AT GRIDLINE SS.9 / LOWER FLOOR ,� U SCALE. 3,%8•=1'-0* ui COLUMN COVER, TYP CONT GWB WAU. SERVICE trUtlkWQR i S -COVERED EXPANSION JOINT - -� METAL t1ASHING ABOVE COIL CORRIDCIR WALL: REFER TO I %/ S59 WALL— OVERHEAD ROIL-IIP DOOR (114'.) INFORMATII, LINE UP WITH � -MATER PROOFING h EXISTING, MAU EXTERIOR DRAINAGE FABRICS WALL BEYOND �• CONCRETE UD WITH �- -_-_�._._ 1.0 FIN. fLOOR TO FAN FLOOR w ELEV. 118'-4' ELEV. 118'-4' C BEAM ON 12' X 18' GIP ------ -- i ----------------..----- COLUMNS BEHIND EACH A! ^ � V PRECAST COLUMN CN gg C] - � T.O. FFL FIRST FLOOR I _ V QQ OPEU 4 227.75' AFF `� n Yq - WATER STOP (TW) d o +(XIARD (TYP.), AT 5'-0. OC —� CORR" WALL' .11 ALSO SHEET 45/A1O.00 I REFER TO WALL _ II N FURTHER DETAIL / TYPES FOR FINISH 1�YPSUM HOARD OVER NNfOR1AA110N ME TAI IRAMING, OVER - _ ----- CONCRETE RETAINING WALL WH1 LL STOF' IN F RAM 12" X 18' CIP COLUMN &HIND OF ALCOVES EACH PRECAST COLIIAN (T14 ) MOMENT FRAME, �i R TO WATER PROOFING R - STRUCTURAL DRAREFPINGS M I / EXISTING 'GREENHOUSE. -- DRAINAGE FABRICS TO & D MOLISHED 2'-5 7 1" 1 0" y --MANSFORMER (TYP) I \ SEE ELECTRICAL DVA I LIMIT OF TENANT -HOUSEKEEPING PAD -.- IEASE LINE ---- i --GARAGE SLAB THROUGH ALCOVE SE[iYli WATER STOP (TEP.) I 11� •� Grwrrvlaa I TENANT 1 — � i.0. FFL-. LOWER FIOI j I 218.5' AFT i ue . N__ 1 L. J PRE CAP (TYP) i SEE STRUCTURAL DWG`.. 1 I O r WATERPPW C000111. I I I IHROIJGH C(XINFCTI(N I FOR ELECTRICAL C(MUNx'TORS 10. FIN. FLOOR n T.O. FIN. noon — a 1 _ EIEv Iw-0' _ ELEV 100'-p' E �/ N oo i ti I I Q 1 f. WALL SEC. AT GRIDLINE SS.9 It LOWER FLOOR / ALCOVE WALL SECTION AT GRIDLINE 31 .9 (LOOKING SOUTH) WALL ECTION - TYP TENANT STOREFRONT 6A ci SCALE- 3/13'-1'-0' . m J .. - I 2 3 4 O 2, 0111 � L[(31BILITV STRIP OA0•Its ' b i 1 1 1 1 13 14 n 7 ILS Ig 20 21 22 23 24 25 26 2' 2? c? a 9 W G ♦ 1 WON) 4�10f 1 r , �.. ., .. its i _ $bR.. �'N1 + A"'N.'�.n.'y1 ^.iMM9M+lp1M11,�.A."�'P".�IM✓r.'•B'�,N 4+I4F+rttrr AR' ig1wNM1.C°JI..'Ma'ii� .. !+ .,. �'� .... _ .. - .., . is 1 TO EXIST COPING 145'-0 5/8' 4 r t GUPNlG T EXIST NORDSTROM V NORTH PARAPET kL V-4• T.O. PARAPET COG I i .T.O FRAYING ---MEMBRANE ROOFING ASSEMBLY OVER ----- SOP GAT N(76TING ' I T SEE ROOF PLAN -- NE 1U OLCK, TYPICAL I I ROOFING ASSEYb, • I T.0 PARAPET FRAMING--.-___. - T.O. PARAPET FRAMIN(#t ( ` I 138'-5 4/8- ELEV. 138'-S 5/8' _ PRONDE IHR, FIRE RATED ENCLOSURE AR(+' -- M.TS PENETRATING SHAFT MEIAL WALL PANEL (MWP-2) OVER BUILDING PAPER OVER I GYSPUM SHEATHING OVER _ METAL FRAMING OVER ATTACH FLASHING AND BAIT INSULATION I I F200FNG -- -_� MEMBRANE ON CANTILEVERED DECK STRUCTURE TYP ROOFING ASSEMBLI �l / 3/8•r-- T.O. EXIST.!PARAPET ' Lill APPROx. EV. 130'-0 MERE NECESSARY, SAWCUT AND REMOVE POPtVXS OF R(IOF PATCH TO MATCH -0 I 24 i EAST BRICK ---•-- pROl�ppl(,� AND PRECAST a1 tB PROVIDE THE fOIIOWNG WALL TO REMAIN Et151, 3' CLEAR FO ROOF�S ' /� TYPICAL ASSEMBLY AT ALL FROM FACEELEMENTS T OF NEW DCONSTRUCTION. EXTERIOR WALLS U N.0 ALL DRFCTIONS BLOCKING CEMENT PLASTER ASSEMBLY j I I GYPSUMVER IISHEATHNGLDING EOVER R 6' METAL STUDS OVER +.� 15Q A418 BA1t INSUAI.TION w EXIST ROOFING ASSEMBLY m I Q SERVICE„ CORRIDORo i i SERYIC�C�ORRIDOR EXIT PASSAGEWAY I ' J y QY i I T.O. SECOND FLOOR ELEV. 118'-4' EXIST MALI ME7IANBIE I 3 I I SERVICE LOBBY EXIT PASSAGEWAY z - EXIST SPLIT-FACE CMU WALL, \='✓ j CLEAN AND REPAINT, TYR 10z 0 101 LD I SERVICETio I I I \ V W I I U) r E lOR AB I \ I 7- t/2' PLYWOOD WAINSCOT -•�. I I I I � TO 4'-0- ABOVE FLOOR I I I I I \ I � Q � EXPANSION JOINT - ?,'i� ";fr**At h I FIRST FLOOR i m " S I I v Q NB I I -TUBE STL SUPPORT Q �- 9 � -_ FOR ELEVATOR RA0.S CONIC SERNGC .r CORRIDOR UO II ELEVATOR '?• I I I MACHIN _F';)�M i PROTECTION BO OVER ODS I I WATER PROOF MEMBRANE AT TUNNEL WAILS AND UO 1 --FOR FOUNDATION DETAIL, PLEASE SEE ALSO 11/A718 II MI6I IIS i i � II 1 kRACE CORRIDOR FLOOR BEYOND LOWER LEVEL [LEV, W'-0' t--- r - - - - - - - - - - - - - -- i~ J— KEY PLAN - PIT AND SUMP WALLS PROTECTION BD OVER WATER PROOF MEMBRANE cn OVER CONC WALLS PIT AND SUMP Fl PROTECTION BD OVER O4 WATER PROOF MEMBRANE l �- 1 ' Ll TION AT SERVICE � -1 �Mffiol Q WALL SEC WALL SECTION AT EXIT PASSAGEWAY CORRIDOR 1101213) AND EXIST. MALL WALL SECTION AT WEST ELEVATION1 U1 / 1 U3 AND NORDSTROM _ SCAIF' 3/8'.I'-0" SCAU 1it1'.i'-0' LEGIBILITY STRIP cm -, e % S 9 1pM�.I�e, 1 � 3 4 � IO 11 12 13 14 I(4 17 1q Ip zo 21 z? 23 14 25 20 2' .,d r P q c 4 r 04 144 i , los 'I Ifill M If 111111 00 wood a wr w. T.O SIL `--?27.00' i--.- 1 25' X 1 25' GALV - STL AW.IE. AT PERIMETFR OF EACH MFSH PANEL MITER AND IWLD CORNERS 2' X 6' GALV SEI CHAN► l CONT TOP AND BUTTON (A 1 PANELS I `,� 5' ;,QUARE GALV SYL POSTi � ♦ � } '' AT 6'-0' ON CENTER s• vClk /1 (� C Glll/ 3`tCf>t~ DECORATIVE STAINLESS STEEL MESH PANELS r- L�. NEIGH! VARIES. MESH � C 2 4 PANEL WIDTH IS 5'.0• INSTALL MESH PANELS �CV WITH A 4' GAP BETWFfN AT ENTRY I I I VLRTICAL EDGES `'; • r�i i�- AT TRLUMNS�� f,1. OF (N FRONT CENTER GAPS BETW[EN LUBE COLUMNS LUSTEEL COLUMNS' A OF SEC DON AT ENTRY PANELS ON C ON " ' CUT) I 4'-ei• 1.0 CONIC. WAIL �. I 4' a • '_ V_2 • 1'-2i' Y ELEV. VARIES 10. GRADE AT RING ROAD I I'-2j' 2•-,4. I ------ SKYU!;iT ASSEMBLY SKYUGHT ASSEMBLY DIM POINT 'A": OUTSATf CNM. Of SKYLIGHT SIM. DIM. POINT ( I SKYUGHT CURB -1.0 PAWING AT LOADING DUCr OUTSIDE DIM. SKYLIGHTI IELEV 150'-0' SES E CIV1L - t 70. METAL PANELS I 1/ • 4 i\ _ _�I TYP. ASSEMBLY AT WAIL ABOVE OPENING. Y ELEV. I50'-1' I I T.O. METAL PANEL; AT LEDGE METAL-FACED COMPOSITE WALL PANELS �.-- ,� SL OVER BUILDING PAPER OVER ( I ELEV 149'-6' I I SEE TUBE TU AT SKYLIGItT CURB GYPSUM SHEATHING OVER I I ,G WALL SECTION AT LOADING/TRASH DOCK IN 1 SEE STRUCTURAL 6' METAL STUDS OVER I S AIR PACE (VM) I DIM POINT 'B' V TO TUBE AT C L. CIF SCALE: _---"-`-' - ( ( �r SKri1GHTBEARING PLATE TYR. ASSEMBLY AT WALL ABOVE OPENING METAL-FACED COMPOSITE WALL PANELS OVER __.�. MEMBRANE ROOFING ASSEMBLY OVER BUILDING PAPER OAR --DIM PONT 'B \ GYPSUM SHEATHING OVER METAL DECK. TYR UNO 7.0 TUBE AT C.L. Of ----- 6'METAL STUDS OVER SKYLIGHT BEARING PLATE 23 AIRSPACE (VOID) DIM. PONT "B I .I 7-1 ELEV. 143'-1 �2. I SKYLIGHT BEARING PLATE I - LA-1.0 ELEV. 143'-t 1/2'.METAL PANELS �8.0 METAL PANELS AT OPENING B 0 METAL P ELS10. TUBE AT CL OF PROVIDE THE FOLLOWING TYPICAL ASSEMBL` /'� `� �QEV. t13'-1 t/:" /. AT ALL PARAPETS UN.O W METAL FACED COMPOSITE WALL PANELS -�� i I `�.�� t'-4' i I OVER BUILDING PAPER OVER 9f L GYPSUM SHEATHING OVER CEMENT PLASTER ASSEMBLY OVER �\ I r- 6" METAL STUDS OVER I t0' I / BUILDING PAPER OVER AIRSPACE (Y01O) a, + +�-.� GYPSUM SHEATHNG OVER t'_4• r r� 6' METAL STUDS OVER BATT INSULATION OVER W I �METAI PANEL ASSEMBLY (BEYOND) / (OMIT INSULATION ABOVE ROOF DECK) OYE U.N G_ SHEATHINGCYSPUM ROOF ASSEMBYOVER f EXTERIOR I / I 43 / T.O PARAPET ( I I A4.28 I T� 0 METAL PANELS j ELEV 138'-5 ELEV 1-37'-9— / T.O. AM _ i i - _----- • ` i PER STRU AL - V\Z� I I I I G BEAM ---- - - I ELEV 135-5" I I \ I E I I I X8.0 STL TUETE/ 80. CLNG. - �B.0 METAL PANELS ' ' i —EXTEND �� // ELEV. 132'-8' --- --� ELt7 -8• W GYPSUM SHEATHING AND \ 6"METAL STUDS BEVFi'}D BALI UP TO METAL DECK c I TYR. ASSEMBLY AT PILASTER (BEYOND). - METAL-FACED COMPOSITE WALL PANELS METAL-FACED COMPOSITE WALL PANELS (MMP-1) O /=y (MV-1) AT EXTERIOR FACE OVER VER METAL PANEL CLIPS (DRY SEALS) OVER I I METAL PANEL CLIPS (DRY SEALS) OVER (\■/� _ M, BUILDING PAPER OVER BUNG PAPER OVER GYPSUM SHEATHING OVER I W, GYPSUM SHEATHING OVER PROVIDE THE FOLLOWING TYPICAL. AS'SEMSL� /1 6' METAL STUDS OVER -�---___.____ ---___ ____.___._.__ ----. --- - - 6• METAL STUDS OVER AT ALL EXTERIOR WALLS U,N.O /1 BATT INSULT TION AIRSPACE (VOID) CEMENT PIASTER ASSEMBLY OVER AIRSPACE (VOID) I BUILDING PAPER OVER GYPSUM SHEATHING OVER (n Z I � � 6' METAL STUDS OYER vv�/ o .• BATT INSUALTION Z I C_ EXTER [NIP' I INTERIOR U Z I � I _ TOP OF FUTURE + I I SECOND FLOOR SLAB -- — COMPLETE BOOR 41 ----- T 0. FIN. OOR I LOCAILONS INDICATED - -- ----.— -- T.O. FIN FLOOR Q ELEV 11e'-4" B.O.iMETAL' PANELS X8.0 METAL PANELS AT PILASTER EO EQ - ELEV-i16,-0' i PANELS AT UNDFPSIDF OF PILASTER > PROVIDE STAINLESS STEEL MESH Cl05URE uj -_`'�--EXPOSED STRUCTURAL COLUMNS, PAINTED m O ti m CEMENT PLASTER ASSEMBLY OVER N I I BUILDING PAPER OVER „ Q GYPSU SHEATHING OVER R I I I CEMENT PLASTER PANEL ASSEMBLY (BEYOND) TENANT LEASE UNE BATT INSULA ION -- I B 0 STL TIM/8.0 CLNG 1 I ELEV 108'-0' Ole / I � a i� I Q+D42 Ii i__ __ __\ 4,_0. CONIAINE STEEL DECORATIVE METAL MESH i CONTAINER OVER 1 LSTANLESS STTEI FRAME CEMENT PLASTER BASE. LOCALE PACE OF ° BASE 1' N (TYR AT BOTH SIDES OF ENTRY)FRONT OF TYPICAL FACE OF I - - � CEMENT PLASTER I I I I - CANIIIEVERED SLAB PEPLER STRUCTURAL / — TYR SIDEWALK N t 1008 _ FIRST FIN. FLOOR i = I / TA FIN� ------ ELEEiIW:D• --- I I ELEV 100'-0 1 I ( I I (y UNDERSLAS INSULATION, TYP, DRAIN PROVIDE GRAVEIA ASHfL AND FILTER FABRIC A TION WROIIND DRAIN L C O '_TYPICAL At EXTERIOR PERIMETER OI a N t 1 1 j —_ IT C I I PERMIFTCR INsUI.AiION, 1YF' a)� I I I 1 ��ly WALL SECTION AT ENTRY WALL l_t_N Q Q SECTION AT ENTRYWALL SECTION AT ENTRY TYP. WALL SECTION GALE: 3/0'rt'-0' SCALE: '-t'-0' -. - A7. -_ _ — --- - - —_ ------- - — - - - -- N -` 'Alf J/B I . --— - slru � I a' 3/B .�......._... rte, M. . Cm Ill:�lul�lf�! iilllIII' i 'IIiIIIIIIIIII�II�fIII�IIIIIIIillllll�lll�llll ll:llli IIIIII i�l� tllllillli IQw c_, TI W !,;', II1{1I'III7 fill LE01811YSTRP to I in 13 e t "-ire -I 19 2 0 a �� 21�; 24 21, 22" 29 ^/ l],. n'i•R ZI 1 1 QI ® M341 LOS II � f o1C i MEMO MINNA s ;I. �w 14'-3 1/1" 20'-10 1/2" -- {42 12' 3_' - —.--- KEY NOTES _ -_ , \ - 6'-9 1/2 9'-D" 6'-U" IU TREADS 0 11• EA = 9' 1 5 b I l� 01 1 ) AFFIX HANDRAIL BRACKETS TO POST'_ TYP _..------ v 2 1�"• GALVANIZED METAL HAND/GUARDRAIL, TYP `�� • ��I^ 8'-4' CLEAR INSIDE 8 1/2' u - -- ( _' (4y) -_ EXCEPT 2"0 ABOVE ELEYAiOR STAIR LANDING. �1 ,_ r -�- ------ I- zT � T LANG NTEG W, FIN Fl. I AC STEfI STRIP PEAUS AND /�JPRfMANl7F TUBED v✓ ING, PAICONCRETE LANDIN, 1 YP ELEVATOR 1 JL 0' MACHINE ROOM p (T�) u. - ELtY9I4�.0 I 15 STEEL CHANNEL C bN FL. co t��•_••1�7 � I I - -- - J t � 1 5 A � n CAHLE GUARDRAIL, TYP e -- - - - _ e II 1I fW l f 1 , 3t 11 11 r'f llf. F - , , , , - - -r- --�.-»- ...._�.._- -.-._-. �) RETURN HANDRAIL f0 WALL a. �. IK�®rYl I _ I;�Orril I Ic x c x r r , 11 --_ II 11 I •�-+..--r--+'_'_� 1 228.5 I�r r . . . A8 2B H 1 O FACE OF NEW WALL - ( 9 ) MECHANICAL VENT i +-4-1- In I ; In 6'-0' 16 TREADS 0 11" EA 14'-8" 5'-6• to 24'.24' SUMP PIT WITH GALV. ETL �_ . 31 ; GRATING ON STL ANGLES ATTACHED TO SUMP WALLS - REFER STRUCTURAL DRAWINGS -- I 1 , STAIR Q - ROOF PLAN VEHICULAR BARRIER CABLE t2 STEEL STAIR POST, SUPPORT TO POST BELOW I 38 PROVIDED BY STAIR MANUFACTURE \ ELEVATOR CAB/SHAFT. 8'-4" CLEAR INSIDE 6,-0" I 16 TREADS 011" EA - 14'-8" 5' f," lI ELEVA70k SILL. 36 STEEL STAIR LADDER. BOTTOM OF STAIR. -3 17 GROUND FACE CMU Al ElE'lA ,8 STEP LIGHTS (TYP 2 0 EACH wTAIR RISE) REEL= —- ------ - I I ! 10 ELECTRICAL f)i2AwINGS 0 0 E�(ATOR O 1 / �— Oa WALL scoNc 10 PROVIDE FLOOP SLAB THIS AREA SHOWN HATCHET 7 11 tI BIKE RACK AREA I K r r I TVP FM. Fl. -->~+--+-- i- 14683 rem +.".':+-"-i=::i. r a a ak - ] I 3' 22 CUR3/CONCRETE PLATFORM ♦b' ABOVE PARKING -- DECK ./- TYP A8.2B 23 COMPRESSION JOINT, ALL SIDES I ELEVATOR CANOPY 1 24 'YA ABODE /� i 1 ; /25� GARAGE DRIVE AISLE. \�,� - ISM 61) LANDSCAPE 0EA BY OTHERS `/ I °' <^ 'FAA :N�'�I I`' 16 TREADS 0 11• EA =14'-8" 5'-�' 27 WALT SCONCE. (2) PER UN01t+C REFER EL[C'F1,'A: -- 1 --* -- ---*— --- --/ DRANIKS. /1� STAIR 0 - LOWER FLOOR PLAN , STAIR Q - FIRST FLOOR PLAN STAIR Q - SECOND FLOOR PLAN Q81 COIUMNSPERSTRUCTURk� `�� G METAL CANOPY OVER ELEVATOR �/ SCAM 4'.1'-0' DOOR 0 LEVEL FOUR, ELEVATOR CALL LIGHT. _ 25 LAN ELEVATOR CALL BUTTONS. ELECTRICAL ROOM 42 1 40 AB 20 T003 I 1'-1" 12'-5" ,,-6• ---�..� - 11 5" '"� Q 25 _ 32 METAL COPMIG AB 2B --P-0• METAL SCUPPER. TF _---_ - -- -cr - - - - - -- - of - ---- --- _°;- _ BOLLARD PER DETAIL 16 AIO.OA - --- - ------- - - - _._�_ C OtINO FACE CMU I ACCENT i GR A ELEVATOR T \J6 6' FLEYa1oR SHAFT WALL MACHINE ROOM ( � TRENCH DRAINAGE 2 n 4a S' apt 5'6� T 2" �1 Y - , , -- b (38) FIRE DOOR ACTIVATED BY MAGNETIC HOLD ACCORDING TO IBC. CHA TER 15 53 I ��_ 53 11 53 C P A7.18 I --. •.... r ---------•-- y A7 1B LAI 8• CMU WALL. PAINTED -- _ Y 1)l....------ ....+w' .-_•___-_-•- .I SIM --- ._ lu ll�_. -�� I - __ a 8• ELEVATOR SHAFT WAL n _ r — 1 ..------------- ---ter, ------------------ � ---- -- --- - SERVICE �QRPIDQR ui ` ___ ' .� Ilk I ..e_ la T004 ----------Jy ---- ' a � _ '� +' ' 42' HIGH GUARD 11 I i I �T- T _ w �; ----------------- ELEVATOR T - (I E E - L V i i 42 VERIFY WITH ELECTRICAL CONDt11T LAra T - -- -- - a Z ---------------- ------------ z u'' -- 1 43 ELECTRICAL CLOSET 1 ................... •1 -.S� ter rF�� M ------------ ' -------_--------- ------------- --- F ` 1 - r`I I i 1 _ o y'�1 Al c zS.....is - I c Li Y1J • ----_-------- ' I '` - —r off , j N - - -- I n/ Of cn 2'-10" 4'-6" R.O. 8-4 `T201 FF. LEVEL I 4G1 LR INSIDE 8'-4' CLEAR INSIDE I T203 T 46 B3' 8'- CLEAR INSIDE o I C 2'-10" R0. r� v c� 2'-10" 4'-6" R 0 J UP I _._ � SPRINKLLI- I �� SLPVIC��Rplp.&,; - --- - — L 1202,' 1101; T102 T 003 10 n 6 °C ff2L28jfl >^ a _O r7 � g I � of ------------ -------- I STAIR T - LOWER FLOOR PLAN 4, STAIR T - FIRST FLOOR PLAN STAIR T - SECOND FLOOR PLAN ',1 AIF. 1/4'=1'-0' --- ^. AB OB - k1 c�i SCALE: 1/4-rt 16 TREADS 0 11 FA 14'-8" - {� 10'-3" 8 1/2" 4'-11 1/2" - -� 5'-6" - -i6 TREADS 0 11" FA = 14' 8' 9'-E• 3.7, 3 42 Ido 14 8 1/2' 4'-11 1/2" .o METAL GRATiNG "a 0 METAL DECKING \ 2'-6" - _--_-- __-_.-_ _.-__-.- I \ 1� FILL WADT1! TRC AD t - RL-QUIRE D n 1 I , SERVICE rn CORRIDOR : a In FIN FI- C q n '- 1 1 _ TYP PRI, FL 1 r l _,_.. T.O. SECOND FL(Kkt ':ECOND FLOOR SIZE OF LANDINI, - 228 5 I I 246 R I r77 g , I I i � � � � 1 F.IEV 248 BJ - C ABOVE SHOWN DASHED ¢ EXIST MALI ME2IANIN[ , C A 25 N I- 1 rr . U y� J ? _ _ - - - _ OLD W STAIR R FIRST FLOOR PLAN „ STAIR R - SECOND FLOOR PLAN SHIP'S LADDER SECTION PLAN 61 TIT 0#1 1I ""'.. 111111111111 j,,ljMil,. - -. r• LEGIBILITY STRIP Cf>lo 1 e b loom., * 10 I I 12 13 14 1e 11 1'® IB 2n 21 22 23 24 25 29 � 26 29 30 m. o. ", Ls, ., a 4 V t waMl • Toa �:rt}; m . _Rml k 1 ( I Oa u . , p F' �� 59 A..B 20 AB 18 xt 6'-1" _T_T e 1111 , 0 o 0 0000000 Too°oo�° --- _— -- —---- - - - - - n....tia..w ---- i lYPFIN. fL. I - �228.35 --�_ �i ' ELEVATOR uW/G CDNCHTE R.TAIN+NG WAu 5..6"------- 5 b' S S' 6• _ CMU 1MAll I I T T --- --- GROUND FACT CMU CMU� ?' - - ELEVATORI ' �I� ELE® ii QCO VI - _. CAS AN PLACE SNR t Trl _Q M o ° � � ttu---ur' � ` � i i 216.5 FL- A8 aB �u- u ,' �� uo � l •r _.._,,. RETE RETAINING WALL _ -,M JL II NTH GUARDRAIL, \ I j ' , - ^' PAINTED Z FL LIFE OF FLOOR ABOVE M~ F _ - � - - _- - I I I I • 5t I � ;,, b1 n � v goo°000a J � • i - Up +�0b00,0p _: - - - __ - -_. - I GROUND FACE CMU -- B TREADS O 11 J I n 5'-6• i - SPANDREL PFt SOL LARD, a C / I PAINTED, TYP 53 I �F�RINKLtR - - --- N •gISER ROOM _ c F�2 FIN. FL�I 17.75 STAIR WG2 ST WG1 SIM) - FIRST FL PLAN STAIR WG2 (,ST WG1 SIM)- LOWER FLOOR PLAN SCALE: 1/4•=t'-0' i EARN HANDRAIL1'-0" 1YP.. AND EXTEND TO wAll - 41 HANDRAIL SUPPORT SHALL ATTACH AIIAB AT BOTTOM OF HANDRAIL (TYP) PROVIDE CONT WLNDRAI! At ALL \ V-11" TVP. AT EA VERTICAL PIPE RAIL LANDINGS BETWEEN ST RUNS PROVIDE HANDRAIL EXTENSION W; 1.5' D.D. S HANDRAIL SUPPORi SHALL ATTACH AT BOTTOM OF S • FIRST FLOOR PLAN STAIR S - SECOND FLOOR PLAN W RETURN HANDRAIL 10 wAll WHERE INDICATED ON PAW _ I HANDRAIL (TYP) AT EACH VERTICAL PIPE RAIL ;GATE. 1/4'=1'-0' SCA:L 1/4- \ STEEL CHANNEL STRINGER �.i..l STEEL CHANNEL STRINGER 06 AHRASTVE NOSING p VERTICAL 1.5' O.D Pnt RAIL (1500 O.C. MAX.) i N STEEL TREADS AND RISERS W/50 cn CONC FILLED PAN TREADS CONC TOPPING SLAB STEEL TREADS AND RISERS w/50 t '� — 2 112' X 3' x STEEL IMBED PLATE BY j CONC FILLED PANTRWS - ABRASIVE NOSING I STL/ANGLE /4• z 57MR MANUFACTURER _�` ABRASIVE NOSING STEEL CLIP CONNECTION TO CONC SLAB (PAINT) O ,joFINISH FLOOR ELEVATION' MID STEEL STRINGER BY STAIR MANUFACTURER CONCRETE TOPPING SLAB -------3• X 3' X 1/t' — 0 o - STEEL TUBE FINISH FLOOR ELEVATION' iv (PAINT) STEEL. IMBED PLA STAIR MANUFACTURER STRUCTURAL DECK; REFER TO SiR CONCRETE CURB; REFER 10 SIR DRAWINGS FLOOR FINISH AS SPECIFIED Wio /� DRAWINGS STRUCTURAL DECK; REFER TO SIR DRAWINGS a •• FINISH FL R ELEVATION' STEEL RUNGS, TYP 1,/J LRADIUS BEND AU TURNS — f RADIUS BEND N I 'uRNS� .. O STEEL BEAM IAL SLAB. REFER TO STRUCTURA. FRADIUS BEND ALL TURNS V STL TRDS AND RS W/50 CONC FILLED P ROS A.•� i4ACKE TS (TYI'-A t-OR THICKNESS .�! I ..__ V DETAI! @ TOP LANDING DETAIL @ INTERMEDIATE LANDING „ DETAIL E;OTTOM FLOOR DETAIL LADDER Q z SCALE: S/,' V-O' 'CA LE 3/4'•1'-0' SCALE: SLAL A% STAIR NOSING _ 15* O.D. VERTICAL PIPE �' -- E1 RAIL SUPPORT BELOW GUARDRAIL ARCHITECTURAL / \ CAR TOP LUMINOUS CEILING --. i--'-------------- CF/ANNfI BELOW AT FLOOR/ WALL LANDING JOINT SYSTEM ENAMELED STEEL \ STAFNLfSr_ STEEL 1.5' O.D. HANDRAIL t t/?' D CYLINDRICAL STAINLESS -_-' 34 I I STEEL HANDRAILS 3 SIDES �-EiOP OF—WAIL 10.0 I 8 CONCRETE 'WEL = 24?•9 - PLATFORM- PLASTIC LAMINATE PANELS I CAULK ALONG FACE OF SHAFT -- - I I m EDGE OF STCR ( � � 1/1' BETWEEN PANELS - I 15* O.D IANDRAIL TO RUN CONT FROM (TYP) U TOP-MOST LANDING TO BOTT MOST LANDING STEEL CHANNEL STRINGER STEEL TRIADS AND RISERS END PLATE ON CHANNEL STRINGER W/ ?• CONCRETE FILLED I - _ I 06 P PAN TREADS (TYP) I PostTENSION SYSTEM -� _46 ANGI E BRACKETS ----- EkW,r crraN \(TYPICAL) •� _.L O EL CMU ELEVATORI I I I `RADIUS BEND ALL (URNS] SHAFT RDOR. RESILIENT TILE it � i HULK (TVP.) ( jI 52 a I GUARDRAIL LAND. STRINGER AT WALLELEVATOR SHAFT AT CONC LANDING ELEVATOR CAB SCHEMATIC �.R _ n �,e'-.t'_0• SCALE' 3/4"-V U• y n 1 1VEL 1 LANDING GROUTIN ACCORDANCE I � � + --�— 4% t/4' T/IRISHOI D V -� •'____ ---- 1MTH ,K71N1 SYSTEM MAMA 14 _ ?1e.1S -_FLOOR/ WALL DONT - SOUD GROUNT 1 _ ` ,LUTED EDGE do ARCNY JOINT SYSTEM — SEN ANT I ARCFKTECTURAL SYSTEM EVATgi THRESHOLD MIER, ATM LEVEL ONLY FL ELEVATOR MANUF. /"- GROUT SOLID SEALANT FI \1 1 34 AS 18 - THRESH(!LO BY ELTVATOR 3B - 6' COIIC#fiE - I EDGE ANGLE MANLK ACTURER $l ANGE !♦1 -SII` ANGLE BY ELEVAiOR i�•/�� to PI ATF ORM �� FLEVATOR MANUF t t MANl1FACNRE O _. 4* JQW11 I ___GROUT SIX ID ---- _- _ Ln ty Lt �-- ---EXTEND CONCRE it SI AA - - -- QWFR TENELANDING TO EIFVATOR Sol EIFVATOR ItT - _ DOOR OPENING F I "OST-1EM904 ------- I (9 -. ._.. •,. ,,_ SYSTEM CMU ELEVATOR SHAF t� ------- -- ----- -- - -__- ". -.r-� _ DOOR CASING BY CONf,U0115 - - � ELEVATOR MANUF. �BOttOM OF PTI_ VEIIIFY wm+ EtElMi01f MANuIAC'W2f a � —� ^- — -- SFAIAN1 / ^ ELEVATOR FIT wAll FI - 1123' -- ^ ---- - Y `• V V -_ - 90110M of SUMP PIT 1/ �-_— �DOOR AND CASING By Q � FIEVATCR MANUFAr1URF El ?10.D' ` ELEVATOR DOOR SILL ELEVATOR JAMB ELEVATOR HEAD ELEVATOR DOOR SILL- LOWER LEVEL ELEVATOR WG2 ELEV. WG1 SIM SECTION 6M AF'A Ae a AIf ]•-+ --o• y e KALE: 3•.1'-0' A3• ,' 0• SCNF '�•• t /J-1;f, ~f sem, LFG181LiTY STRIP I ., X1411 ,Ib I7 I'e .4 z'o ?I 2 23 a4 ae ae 2' 2e 2 f6 t ,� I I OLP Y $1 AMIN w"111.10011 011 if 111 411110 0 0,151011-010 1014 q 0,000010100 10 1- t _, _ ' V ;;F y. w - _-_ WS MODIFIES) BITUMINKEY NOTESOUS ROOFING ASSEMBI+ -- --- .. 0 4 ;2168)) i Arila nANLkAIL !#kACXE% (1 11.0 GALVANIZED METAL HAND,%GUARDRAIL. 1YI' I EXCEPT 2-• ABOVE ELEVATOR 'GUARDRAIL. LANDING f�( � St (J� PREMANUFACTURED STEEL STAlk TREADS ANU � i AB 18 I 1 4 I CONCRETE LANDING TYP IAP-SEAM M1L WALL PANEL, LANDING. PAINTED \./ TYPICAL AT PENTHOUSE l✓ K STEEL CHANNEL. �•�\ 6' CABI E GUARDRAIL. TIP I kf TljkN HANDRAIL TG WALL 1 t 8, FACE GF NEN WAIL 3: Ttp `9 MECHANICAL VENT v�I^" A8 16 0) 24-x24- SWP PIT WITH (,ALV, STT, GkATNG ON STL ANGLES ATTAi;iD !u SUMP WALLS - REFER STRUCTURAL DRAWING`. N SECOND FLCqjjh � SECOND FLOOR —_-_T - _- , 11 I VEHICULAR BARRfER GABLES - - �_ -T ' _ / I - - - - 18'-4- (246937'T IB'-4- (2468.1) STEEL S1A1R POST, PROVIDED BY STAIR MANUFACTURE 112 SUPCORT 10 POS' Ui n /� -• I _ ' LANDING / n / I, ELEVATOR CAB,1SNAF? L / / � 14 ELEVATOR S11.1. I { 27'-6� N / 'c' — -b o • (1-5) STEEL STAIR LADDER / =-> / B�•�� ,•/�, ' - I ,,i' _....�. ---_ v lANpiNG 1� QTTOM OF STAID lo, / cN '•� . `` ``` "'`�/ I r C17 ,W(x)WGFACE MU AT ELf'vA O,R Eh L f� r .11 LANNNG '8! STEP LIGHT5 (TGF 2 O EACH rTAIR RISE, ' 6'-0' - �i I - TG ELECTRICAL DRAWING,- / t_ \ �., �. (19) WALL SCONCE PROVIDE FLOUR SLAP, TH" ARTA �w n'. ,A' HFT, SECOND FLOOR n n n n!n n n n 18'-4' (246:�) �` ,. _ I I I I I I I I I�1 I I I I i l i ^'I• 21 BIKE RACK AREAcn . - - N \�� 22 CDRe/cONCREiE PUT GRM +6• ABOVE. DECM +/- TYP �� & 23 COMPRESSION X'.- co :. � �� I r II II Ii 11 ILII II II ill ��, � I I I I I I I I I II I I ► 1 I t I �44' ELEVATOR CANOPY AEG' UUUU _. � o, a - - Oy 0'AIN(P28 Sb 0'-0-AL MAIN L 228`56; - 15 GARAGE OHNE AISLE < ELEV 0 (26 LANDSCAPE AREA 61 ! I _ �.i� LANDING j DRAMWALL ONCE. (2! PER LMtt71NG REFER ELEC'N :. NGS cy. 9'-2- ( 8 COLUMNS PER STRt1CTURAL. STAIR R - SECTION y r STAIR T - SECTION I METAL 0LE�OUR EEYATOR G ;kAd 1/4"-+ -� -�— �30) ELEVATOR CALL LIGHT < .J ELEVATOR CALL BUTTONS 32) METAL COPING,. /-J 1 ,+/ / r t� METAL SCllPt>£R FREE STANDING METAL G RAIL.- r^, / ! v 5MlGlF HANDRAIL ATL DOCK SIDE \)4 BOLLARD PER DETAIL IG/AIO CA MAIN LEVEL ----. ----------- -� O'-0' (228.5) \` �- --- - --- �— ^ i3 ACCENT GRCt1►1D FACE CMU jam7- =1 6' ELEiATOR SHAFT WA. —_ Til M LOADING DOCK AEHCh DRAINAGE �I I�- o m --- --_ _ - --_- BEYOND 3 DR CONC. LOADING - — -- ^-- 138'} F1PE ',0OR ACTtYAT£' EY MAGNE'1( < Q 33 Typ. `-% ACCORDING TO I&Z, CHAFTER 715 A8.18 g LANDING AINTED Ii t i • _ A t- 1,_o" 0 z LOWER LEVEL I ( r Z o 1-`-12'-0* (216 5) _ O /4 O EA NOSING W/ 1- Mt E�VG I I o r�l l i I -BOLT BRACKE , ^ I- - TO SLAB i - CONCRfTE /4 O E.W 0 24' u C DRa/EWAY (W� V) STAIR Q - SECTION 1/2• P CAST METAL "IND / _ _ ----_- --- _----- cn cn SCALE. 1/4'=1'-0' 111 �y t— 11� 1 f p. � Q Q V/ SECTION STAIR @ LOADING DOCK - - > m N 00 41 -- - - - - - - - - - - - - OND FLCV — .— -- — — — — — — — — — — — — — ... FIRST GARAGE LEVEL FRST GARAGE LEVEL I \'� - -- _-- -- -_ 22825 - ------ - \\ °' o OD ANDING -- -_..- -- I / o • ,s"� yam% O b. - -,LOWFR GARAGE LEVEL - li1WEH I;IUtAGE If VEL 216.5 216.5 C 1 �V/ m AN LE 0'-8- (2 .75) j F-i J Q � Q STAIR WG1 -SIM WG2 - SECTION _ STAIR WG1 - SECTION LIGHTWELL ;, STAIR S - SECTION — -- - ----- -- - A 1h 6A ',(.ALE 1,4 +1'-C' ' LF0181UTY STRIP oma 1 Q'• ,� b � 9 9 IQ I i I? 13 14 IA I(j iW 20 2� 7.2 23 <4 2a cfl 2' i•4 ?�7 30 1 Z I I I U: O (i 4 `V L •IOHI 1 100 OAR II I 11 r oo I 1. i �Iy 1 A r ti LLEAR ANODWILD WdAK METAL STEEL COLUMN DOOR PER SCHEDULE - CINi1AN WALT. - -• _.. _._._.. e i,i, - I111[i14h Y5TE M 5 , SHIM AS NEQUIRED - J" DOOR BOTTOM DRIP - • • I I --- CMU WALL P1 PIANS iU MAA OF \ AND SHO[. SET IN \ 5/8" GWB--- ., 1/2' CEMENT BACKER BOARD MASTIC W/ SCREW • s CURTAIN WAIT M$EE STUD *ALI - - STUCCO RI [xTENDED RANI }___ ANCHOR PER MI N INSTRUCTIONS ATTACHMENT 8' OC, \ • � - _ -- P SYSTEM �� -SEALANT DRIP SE1 IN MASTIC _ IHSLRUCTKINS -- I - _ --- -EASED EDGE -- 1HRE`MAUIU 'A T - \ W/ SCREW ATTACHMENT I I N1SA4CHUR PER TRUCTKIN:,MANIX AI:TURE R t1iTF,Bl4H (PNN�1XtO f IFMSM) I ---- STEEL COLUMN 'Ck� - yr METAL FLASHING O TOP A: 90FIUM OF ULiO1- O 8 OC (PAW TO ) --- 1'2 BEVEL (MAX) IN 1M',TIi !r .' -��" HM DOOR OR WINDOW FRAME MA 1CH FRAME Fllxf`,H) I I _ - -- - ---- _-- � �----- SFIIM AS REpJIREU 1O CONIC OR ASPHALT -`-� - \ - � � 1 0 OPENING , r MAX Of J" • ONIC FLUSH w t�,� • /- '` DOOR AS SCHEDULED -'� SEALANT EACH SIDE. (TYP) FINISH FLOOR) I FINr.Ir IIIx)R VARIES r - EX11120li - — —— — JA LLEAR AM)DII a \� CLEAR ANCIUIZEL 1-01 LIMN �'�IH I COLUMN COVER ----METAL iHRESHOLL (TYP_) MTI FLASHING - / — --- T FASTENED TO FLOOD -------- -O BE PAINifD ? PER DOOR SCHEDULE CMU WAIL PER PLANS DOOREXTERI PER ANFIM [� FRAME ly• ----_-. I t�CHE SEALANT EACH SIDE. (TYP) —-�_ TFstESK>LO BELOW y / MAIL ENTRY DOOR `1T EXTERIOR DOOR HEAD DETAIL _ EXTERIOR DOOR JAMB DETAIL EXTERIOR DOOR_ SILL DETAIL CURTAIN WALL JAMB DETAIL _ _ CURTAIN WALL. SECTION TYPICAL STUCCO HEAD/SILL DETAIL AKE SCAIc 1,: -t i.' ul 1 1/2'•1'-0' ANE t I "Ali 11/2%1 A9.OB _ - CLEAR ANODIZED ---1 BREAK MF TAL ------e- STEEL COLUMN CURTAIN WALL SEALANT�.� �- SYSTEM - WINDOW ALL AROUND _ ED 80TH SIDES — EXTERIOR WALL (TYP.) COLUMN ANO XiN (OVViERR CONCRETE WALL PER SPECIFICATION SCHEDULED WALL `r i- CONCRETE WALL METAL STUD HEADER WINDOW SHIM AS REQUIRED GYPSUM BGARD- -SEALANT - BOTHHOLLOW METAL FRAME. CLEAR ANODIZED HOLLOW METAL i SIDES, TYP. i SEE DOOR AND FRAME BREAK MLIAL ` GROUT SOLID FRAME. SEE DOOR '.CHFDULE ---STEEL COLUMN i AND FRAME SCHEDULECURTAIN WALL ,^ - - SYSTEM p(XX+ -- SCHEDULED WALL i DOOR DOOR CLEAR ANODIZED W --GYPSUM - BOARD / COLUMN COVER EACH SIDE ExiPWALL TION PERER SPECIFICATION � �— -PROVIDE DOUBLE STUDS SEALANT - AT ALL JOINTS ALL AROUND DOOR V � AY.Utl V J t EouAl 4-5( � TYPICAL DOOR HEAD DETAIL TYPICAL DOOR JAMB DETAIL CURTAIN WALL / WALL TRANSITION _ o - - --- - --- A9(18 -- -- — - — e, H SCALE 1 1/2'-1'-0' SCALE: 1 1/2'-1'-0' SCALE: 1 ^` J i w DOOR DOOR. FRAME FRAME WAR - HARDWARE GROUPS H1 H? H3 HI H5 H6 H8 o i NO WDT HGT THICK TYPE MAT TYPE MAT-- GLASS RiG HEAD JAMB JAMB SILL GROUP PLATE REMARKS 4 MA HINGES: GES; SEE HRDARE GROUP NOTES ^, 001 44 84 1 75 A HM 90 MIN H STAIR AWj W 002 36` 84 1.15` A HM 90 MIN HB 3 72 84 1.75" A HM 90 MINH7 / HINGES: 8 HINGES; SEE HARDWARE GROUP NOTES 1 set Tut — Ll� 005 36" 84 1.75` A HM 90MIN H8 006 42" 90 HM 90 MIN _ H_5 AUTOMATIC CLOSING DOOR -- KICKPLATES- QUALITY K00%OSS 10' x J4" STAINLESS 1 1 2 2 1 `r 007 42' 90 - -- --HM - - 90 MIN - -- -H5 AUTOMATIC CLOSING DOOR -- WG001A 10'-05 9'-3 - D -BY M UFACTURER - OVERHEAD COLING DOOR -- -- — -- --- -- - — — - r - -- — x _r _--. -_ _ _ _ - - - _- -- MOP PLATES -QUALITY KMO50-SS, 3' x 34" STAINLESS WG0018 10'-0 9-3 - 0 -F3Y M UFACTURER - OVERHEAD COLING DOOR ODIC TO'-01 9'-3 - 0 -8Y M NUFACTURER - OVERHEAD COLING DOOR ARMOR PLATES- QUALITY KAC:S-SS, 36' HI x 34,' 2 2 N I U WG001D 10'-05 9'-3� - D -BY M UFACTURER - - OVERHEAD COLING DOOR STAINLESS --- -- --- - -- - - ----� =-- WG002 725 84' 1.75 A HM I I - - - LOCK T: H GE N053P0 ( SI F1 — - - SET: sc LA AN 09T WG003 20'-0-` 96' - E -8Y M UFACTURER _ - METAL GATE ENTRANCE LOCK n WG005 _ 20'-0' 96" - E -BY M UFACTURER - •,_ J .__ _ __- - -.METAL GATE --�- u----- -- -------- �-- - NA0006 72" 84 1.75 LOCK SET: SCHLAGE ND80PD (ANSI F86) STOREROOM 1 W0007A 10'-0 9'-3 - D -BY M UFACTURER - OVERHEAD COLING DOOR - LOCK SET: SCHLAGE ND103 SERIES (ANSI F75) r.=_--_-c-� _ PASSAGE LATCH I �i WG0078 10'-0` 9-3�n - 0 �Y M NUFACTURER -_ - _ OVERHEAD COLING DOOR - r WG007C 10'-C' 9'-3" - D -BY MANUFACTURER _ - OVERHEAD COLING DOOR _ SOCK SET - SCHLAGE KEY CYLINDER ONLY 1 2 2 1 ''" 24 - - - - _ W0007D 10'-0" 9'-3` - D -BY MANUFACTURER _- — _ _ - OVERHEAD COLING DOOR - - - --- n A9 OB I__v ' - 101 36" 1 84` 1.75 I _ HM _ FG - _ - H7 STAIR_ LOCK SET: SCHLAGE ND405 (ANSI F76) PRIVACY 102A 72" 84-`-- 1.75 A HM _._ --- --- H6 - - -- - - --- -- ---- - - i --. LOGK SET: SCHLAGE 8663P rLASSR00A1 - - TUBULAR DEADBOLT - -__. 1028 72" 84-` 1.75' A HM H8 -- -- --- 44 ----._—_._ EXIT DEVICE VON DUPRIN 98 SERIES: CD98E0, t02D 72" 84' 1.755 A HM _ _ H6 - ----- -- O ---- ORCD98E0/F(WHERE REOR'D FOR RATING): --- -- - 102E 96" 84" 1.75'- A_ -HM -__ _. -___- HB _-. CONDUIT CLOSET �- 102E 72" 84` 1.755 A HM -- - _--- - - H6 - --_ LEVER HANDLE/06 , ------ 1038 -- - - 1038 72" 84` 1.75' B TIM CSG 60 MW _ H6 -------- -_..-------.---..._— -- ---- -- - EXIT 98 103C 72" 84' 1.75 A HM - __H7 _ - - ---- --- OUTSIDE TRIAL VANDON P IMLEVE SERIES 98l/F, W/ 992E --■ 1030 36 84' 1.756 A HM _ H5 -- --- --- ------ 103E 72" 84' 1.75' A HM _ H8 CONDUIT CLOSET -- _ -- - - -- -- - -- 103f 72" 84' 1.75" A HM H8 CONDUIT CLOSET - IxIT Of VICE VON DUPRIN 98 SERIES CD9847I, -..� -- --- - - - ----------- OR CD98471/f (WHERE RCQD FOR RATING), W/ 9941 I 104 44` 84' 1.75" A HM - 60 MIN - H7 _- STAIR --_ - I 2 2 1 it i -- _-., OUTSIDE TRIM AND /06 LEVER 105 3d5 84' 1.755 A HM 60 MIN HB SPRINKLER RISER ROOM 106 72 84' 1.75' A7_ HM - 20 MIN 1 H3 _. _.._ _— - ' I `�~ c" -- MEETING STILE GASKET; PEMKO S77C (EACH LEAF 2 _---__-- 107A 36" 84' 1.75 A HM 60 MIN H8 1078 48" 8T 1.75 A HM H4 �yw O -— _,. - - 107C 41 90 - - HM 60 MIN H5 AUTOMATIC CLOSING DOOR WOKE SEAL - PEMKO 588, INCIUON�C ASTRAGAL r' 108 36" 84' 1 75' A HM H7 STAIR - AT PAIR OF DOORS. SCE HARDWARE GROUP NOTES. i 1 set 1 set 1 set 1 wt 1 pl A 96" 84' 1 75' A NM 90 MIN - HB _ CONDUIT CLOSET 109A 72" 84" 1 75" A HM i H7 CLOSER: LION 4040 SERIES: SUPER SMOOT IE, I--- ,L EXISTING LOGO GLASS -- -._ - -- 109y 36' 94` 1 75' A HM 20 MIN H6 REGULAR ARM, PROVIDE 4040-IBTJ ADAPTER �M EXISTING STORETROINI i — _ - _- _ _ _._ AT STOREFRONT DOORS; COVER FIN: PAINTED ALUM. 2 1 1 2 2 109C 72" 84' i 1.75 A HM 90 MIN H6 _ • 1 11IIOA 72` 84' 1 75" A HM 20 MIN H6 -_-_._'-- -- ------ ______—_ ___ - DOOR BOTTOM: PEMKO, ?16 AV x 3'-0' 2 \ + OB 72' 84" 1.75' 8 HM CSC 60 MIN 118 - _-- - - - ---- - - - TWEi j4 - - -- J w m LOC 72" 84 1,75 A HM 60 MIN H6 THRESHOLD PEMKO 2748A, NON-1HERMALLY BROKEN - i Cr --� I - - -.- - ---_- (WADTH PER OPENING) 1100 36" 84' 1.75 A HM 60 MIN H6 1 1 1 I o v 110E 36" 84' 1.75 A HM H8 CONDUIT CLOSET __._.--_ ._ -.- _ __ _. Q o 110E II� 96" 84 1 755 A HM H8 CONDUIT CLOSET THRESHOLD RAMP PEMKO 259A FULL WIDiH IIOG 72" 84 1.75' A HM H6 - - --- -- OF OPENING,-- - ---._ _. .. ---- -- - -- ,- - - - �4 7 U a M IIIA 96" 96' 1.75' A HM 60 MINI H6 HOLD OPENS WA nifil STRIPPING PEMK0 29346CP •JAMBS/HEAD; ., A908 , 1118 96" 84' 1.75' A HM 90 MIN t H7 STAIR _ PL MKO 29326CP AT MEETING STILES 1 set O v 0 O O O I I O Q v N N 111C 42" 90 = - HM f 60 MIN H8 AUTOMATIC CLOSING DOOR / �® 112A 72' 96' C ALUM H2 DOOR PULL/FUSH/PL TF11MC0 1017-38 PULL _- h 1001-3 PLATE; PN:S_S _ _ 1- 1128 72" 96" - C ALUM - H1 -- 1120 72' 96' C ALUM I - H1 BALANCE OF HARDWARE BY ENTRANCE OR DOOR MFR. X X 1120 72' 96" C ALUM 1 - H1 112E 72' 96" - C ALUM { - H2 Hardware GroupNotes 112E 72" 96' - C ALUM - H1 A) All door hordwars to comply with the requkemenls of The Amsrkans With DIsaDMitbs Act (ADA) and the 112G 72' 96' - C ALUM - I H1 Oregon specialty code (2003 IBC AS MODIFIED), CHAPTER 11, TO TEMPERED GLASS 11 7H 72 96" - C ALUM - H1 N) Inslall smoke gaskets in pairs around tram@ where scheduled for sound as well as smoke gasketing. 201 36' 84` 1 7`i A HM H7 STAIR C$G SPANDREL GLASS(GL-4) 206 72' 84' 1.75' A HM 60 MIN H8 \ rc 207 36" 84" 1 75` A HAA 60 MM H7 STAIR 208 72" , 84' 1.75' A HM 60 AAM HB CURTAIN WALL ELEVATION 209 36" 84` 1.75' A HM 60 MIN H8 _ _ - A9 LXX 209A 47' 90 A HM 60 MIN H5 _ AUTOMATIC CLO§NG DOOR 10 72" 84' 1.75 A HM 20 MIN HB 211 36" 84' 1 75' A HM 60 MIN H7 STAIR 2 QaQRR�NLRA�t1QTLS. 213 42" 90 A HM- 60 MIN - _ H5 AUTOMATIC_ CLOSING DOOR A. ALL EXTERIOR DOORS SHALL COMPLY WITH APPLICABLE CODES 2T4___ - 84 1 75r A HIM 6O MIN H7 STAIR — 1. SWINGING DOORS MUST BE WEATHER-STRIPPED - ALL METAL WINDOWS 84 1.79 A HM 20 MN H8 AND METAL SLIDING DOORS SHALL BE LABELED CERiIFrING -- -- COMPLIANCE WITH APPLICABLE CODES. DrD L HARDWARE SCHEDULE B ALL OPEN JOINTS ON THE EXTERIOR OF THE BUILDING MUST HEALED TO LIMIT AIR LEAKAGE, PFR SPF.CIFTCATI(NNS. -- SEE SCHED SEE SC►ED SHIED ---- —- C ALL DOOR CLOSERS TO BE MOUNTED ON THE INSIDE O ROOM BEING CLOSED 5' 9CHED --- D. ALL DOOR HARDWARE TO BE PROVIDED TO ACCEPT IC CORES. L SEE r QA906 22 4" AT _ - SEE SI D -- SEF SCH@E. SPECIFICATIONS DIVISION 06700 - "DOOR HARDWARE" WALL DICTATE If' ANY A9 RATED [Iii A9 0R --- -- --- ---- - CONFLICTS BETWEEN DRAWINGS AND SPECIFICATIONS ARISE C � '{r! - o - - VENT OPENING Q1 REYAg�li1�1ES V 1 SELF CLOSING CL 2 MAXIMUM CLOSURE FORCE FOR DOORS SHALL COMPLY WAiH APPLICABLE CO[iF.S. N @' 1 3 DOORS REQUIRING PIPE BOLLARDS AT THE EXTERIOR N �' 12 &OB REQUIRED AT C. TO C 4'-0' CENTER O DOUBLE DOOR AND 5'-0" FROM DOORL v, n ` 1'-3' 2'-0' FQ, EQ E4 W iii Q (T1 13 — V1 T OPEHINf, 1}L / -ftl2' LONG CANT A9 I ,.,.�(, _ _ -- SET IN4I*X3' LOW PIE %ET TS .• �, .o_ .. .... _ -' M SLAB Id DOOR TYPES _ .......... ..................... 2 6M 8 IO D E LFGIISILFTY STRIP n 2 3 4 a A i q A 10 i 12 13 14 i0 17 is iU 2U 21 e2 23 24 25 28 ae 2� Ic, Q„ „ori,�,x O 9 x 0"Rollim*WON*"_ _ _ r+xe 9 K� 3` 'RI Ir� 4'-2 1/4' 4 3/4' 4 3/4' g' 3'-5 1/4' MEMFNMANE RW ING SYSTEM- 1 - -._ - - -- COP" TO MATCH ROOTING OVER I" PPI PLYWOOD 0VEk ME TAL UECX ( ) < tx yMl \, 2 C6XT3 STEEL CHANNELS cn --- _ t - -- 6' -- -FULL CAKE BLOCK EXTEND ROOFING SYSTEM SLOPF /tel-- WTO SCUPPER CANTY tOU J' PER I I � ---•-'-METAL SCUPKR (PAINT), REFE OVERiLOW FMJIE f - 1"► 1' CONI. GROOVE. 80 SOFFIT --- -^ _ --_,--'._. -- — 31'-4" AFT �'-1 Y T MATCH ROR HEAD, U TO �. - - 1 THICK PRECAST CONCRE \ I I o m COLUMN WRAP (EYP,) 2X2xt4GA x 4' LONG N 4" INSET REVEAL \ ) CUP ANGIO - TYP / 2 /12 SCRCMF EA LEG i •--6X6 TUBE ';RCT COLUW4 CORRUWTED METAL _ ROUND COLUMN COVER ! I I RSG -CONCRETE CUkb CONT. COMPRESSABLE FILLE ALONG ------ BEYOND 6'-'C' It11GA GIRT TYP I _ SPANDREL CONNECTION I - COPE OVER MBE AT ENDS FIRST rL 3/16_7 }i I IAtiTAI DECK EDGE AN i - CONCRETE SPANDREL / i I I t Y HqS l BE -----� f HIM 2XGX3/16 TRAFFIC CONTROL _ - - J GUTTER TO MATCH RFG.� ��yy 1 / WET MTL TRIM OVER g F Y s /GUTTER TO MATCH RFG 9 A o CHANNEL, PAINTED ddd (2) C6xt6 GALVANIZED STEC'. N .. _ V-t " VO 5. __ 2'-6' ; (2) L 3X2X3/16 ` 3/16 CONCRETE STRUCTURAL OFOR DIMENSIONS _ 1'- t � � i.X � � ; I CITU WALL SHAFT BEYOND - - I -- INSERT REVEAL PFO Al ------ - SECTION. --- ELEVATION -� / 1' o 1/2" GALV STEEL PLATE COLUMN WRAP DETAIL " GARAGE W GWB I / SUPPORT, PAINT v ' I 4• \ I --- - - ANGLED GWB COLUMN � �-'�- BASE BEYOND �27 -4" ALUM PIPE WITH CHAIN SUPPv YELLOW WTHBNIED STRIPE_ Q \ 0 1/2" GAL STEEL PLATE BRACKET, ui WELD CENTERED TO FACE OF COLUMN N PRECAST CONCRETE \ �- 6"Y.6' GAL J. TUBE STEEL COLUMN, INSERT REVEAL ct a'r� SPANDREL (TYP.) \ — CANOPY DETAIL @ ELEVATOR DOOR TRAFFIC CONTROL, DETAIL SCALE 1 1/1• Ali ., --� SECOND FLOOR 1E'-4' (EL. _ 83' v f �- v ROUND AND TROWEL - ------- - -.- E xPOSED CONCRETE TOP ---------`---------------- -- GWB SOFFIT _ Eaw _C_I]IW ---_- 6' STEEL PPE BOLLARD PAINT 'SAFETY T CRETE _- ��yyyy LL -- O FX.I WITH CONCRETE I � - LIGHT Fl::TURE ErOND I ____ __�� _ ____ _ --____ ( }'x12" SQUAPE 845E PLATE - i __ (SEE ELECTRIC L WITH ♦-}'ttX3}" EM6ED DRAWINGS) CHAMFER CONCRETE ' I I I � ANCHOR BOLTS CONCRETE FILLED PIPE BOLLARC W LLQ SUR n SECOND GARAGE FLOOR FLUSH SLAB OR -- --r--.. ._..------... _ STEEL BEAM, E STRUCTURAL AWINGS I CONCRETEPAYEIENT I CONCRETE CURB E( = ui 227.7 -- i ASPHALT PAVING I /— 2 /4 REINFORCED BARS EACH �- 3-1/2' x 3-t/2" STEEL 1 _ I J CENTERED ON SOLLARD SIDE "EACH WAY X 4*-0 LONG Q -.- (8 BARS TOTAL) ANGLE 6 B.O. FACIA t/2' PREMOLDED JOINT FILLER W/SEALANT o 16'-00' o /'1/ 7" f, �' fY•-"7� I � \(fir//j, &'• STEEL WARE CABLE '� * IF e I WITH TURNBUCKLE, TYP CRUSHED AGGREGATE CONT STEEL EMBEDMEN - -+ STRUCTURAL TRtBEYUCC RAL C IUMN '� r- �- U) 8' DIA CONCRETE ANGLE FOR ATT------ aT I - _ - FOOTING FOR BCUARDLl OF GUARDkAI� I COMPACTED SUSU ADE < 0 - /� -�--- ---- 1 P/T SLAF SECTION 1' C-CHANNEL W Ll GWB, PAINTED 6' 6' Q CABLE GUARDRAIL DETAIL 32 SPANDREL DETAIL GARAGE DETAILEXISTING MALL SOFFIT REVEAL_ DETAIL @GWB COLUMN 45 BOLLARD DETAIL BOLLARD @ CURB ELEVATOR DECD : A10 OR SCALE- 1/2•.1'-0' z T (9-SCALE I- SCALE: 1'•1'-0' SCALE: t '.1'-0' SCAIF. s.'M' t'-l. •• CO COL EXTERIOR WAU X41/ 3.7 U') INSERT- RE AL INSERT WITH — _ -__- ----- - - ENTRY COLUMN (TYP), -- • REVEAL X 112- BAR STOCK --- ---- - PAINTED - --- CORNER TRIM PER COM RESSIB A JOINT FILLER- i MANUFACTURER i 3' t/2' BAR STOCK } 7 PRECAST CONCRETE COLUMN CAP. REFER TO 51/A10.00 ----s- - �— 3-1/2' X 3-1/2" STEEL GWEI tt' 1-112- TUBE STEEL-- --- -�- -- _ `�`...r-'•=:'�••_�. :':. • ' �-55 ANGLES (TYP) ANGLE, ATTACHED TO DECK -�_ GUARDRAIL (TYP.) - -__ — COMPRESSABLE FOAM WITH MOIST COVER AND SYNTHETIC BACKFILL `v- SS METAL MES'•i --- - - 1" C-CHANNEL �i > -PAWLS WAIN S`.. FRAME W w 3-1/2' X 3-1/2" STEEL m m ANGLE. A"ACHED TO DECK O O r ` I EXISTING EXI' I • p r -CONCRETE COLUMN BASE COLUMN COL"I•", O U Q EXISTING MASONRY WALL ---------- 3 5/6" METAL STUDS OF e f ANGLE, i' ATTACHED TO DECK ,o COLUMN COVER TU(1f IRAME PLACED- A I- �RE Al INSERT WITH N CURB AND MOUNTED «+ ^ n• COLUMN COVER MTN CONCRETE INFlLL J REVEAL INSERT- 3' 1/2' BAR STOCK t/2' x t•, BAR STOCK COM RESSIBLE NTH GUARDRAIL DETAIL (TYP.) COLUMN BASE DETAIL @ENTRIES CONN. @ NORDSTROM LEVEL2 ENLARGED GWB COLUMN DETAIL ' COLUMN COVER DETAIL COLUMN COVER C�? EXPANSION JOINT Mi M. 44 _ r -� 1 12•.1'-0' SC UE 1/2"=1 0' SCALE 1'=1=0' - - - --- - SCAT 1 1/2"=1'-0' AlUGH - n I E� NOTES' a COMPRESSION STRUT HANGER CUT AND BEND BACK FLANGE, TYP SEE WALL TYPE FOR �'� -- -- -- _ -i PARTITION STUDS PROVIDE CONCEALED BACKING IN WALLS FOR ALL ITEMS LISTED - f t-- -- --1P - BELOW. INCLUDING ITEMS NOTED AS OFCI, FBOIC, FOIC, FAO, OR NIC I - 6" SPUD OR TRACK (REFER -N 12 SPLAY WIRE BRACING FOR ANY WAIL ATTACHED ITEMS NOT LISTED, PROVIDE TYPE 'A` k ( IN EACH PLANE OF RUNNER TO NOTES FOR GA) - PROVIDE SHEET METAL CMI BOTH BACKING. Q N NOTCH FOR WALL STUDS SIDES IF CASEWORK IS HI NG ON BOTH SIDES OF WALL FOR HANDRAILS, BUMPERFiAILs, CRAB BARS, TOILET PARTITIONS, a--" o o `o SS MESH PA LS - ` WALL-MOUNTEDS DOOR STOPS, UPPER CABINETS, WALL-MOUNTED \ \\ /12 PERIMETER WIRE HANGERS BE OW \ S' HIGH, 20 GA. SHEET METAL ADJUSTABIC SHELVING. USE TYPE "A' BACKING \1 D' MAX FROM WALL - TYP FOR SEE WAIL TYPE FOR BACKING, SECURE AT EACH STUD VY PARTITION STUDS c 0 0 o MAIN AND CROSS NUNNLFZS � / •• / WITH /14 FLATHEAD SHEE1 METAL FOR FLOOR-SUPPORTED CASEWORK, TOILET ACCESSORIES (EXCEPT SCREWS, 3 PER STUD GRAB BARS AND TOILET PARTITIONS), TACKSOARDS, MARKERBOARDS, SLUPI. O t q uM11 / U USE TYPE 'B" BACKING o 0 0 1YP. 12 WIRE HANGERS O 46" O C O ---+ li4N �� ` 0 AT ALL TYPE "A' BACKING LOCATIONS, DO NOT CUT STUD OR TRACK / C � Y / n FLANGES WHEN APPLYING - STUDS AND TRACKS MUST BE SUSPEND FROM STRUCTURE ABO CONTINUOUS. - 10. 0 C e a o FOR TYPE 'A' BACKING FOR MISCELLANEOUS ITEMS (LE. SURF-ACE �,� 1cm __ "' �___- 55 MESH NTH 55 FRAME �� 0 MOUNTED ITEMS) WITH MAXIMUM WALL WEIGHT OF 50 POUNDS, USE - 0 6 INCF1, 18 GA. HORIZONTAL TRACK NOTCHED AT EACH STUD 0 c e 1� ANCHOR TO WALL STUDS WI7H /12 SELF-TAPPIW; SHEET METAL V C 0 STREW, 3 PER STLD. CEILING BRACING O 12'-0" U.c 0 ��- OMIT WHERE ROOM IS 144 'i d PRECAST , y y' F-S'(PMO•TIP) o FOR TYPE 'A' BACKING FOR MISCELLANEOUS ITEMS (I.E. SURFACE OR LESS V-0 1/T(TV) COLUMN cAc - -- ------ �. o MOUNTED ITEMS) WITH A WEIGHT GREATER THAN 50 POUNDS BUT QT - -5'-5 1/4' \ -MAIN RUNNER NOT EXCEEDING 2000 POUNDS, USE 6 INCH, 16 GA. HORIZONTAL \�1 ROSS RUNNER STUD NOTCHED AT EACH STUD. WELD TO EACHcVERTICAI_ STUD 12 TYPE A TYPE B WITH A 1/16' x 2- FILLET WELD ON BOTH SIDES OF THE STUDS. 0 NOTE: ACOUSTIC 11LE CEILINGS, LIGHT FIXTURES AND ~ 11 M " ALSO WEIR BOTH FIANGES OF HORIZONTAL BRACING TO WAD, DIFFUSERS ARE TO BE IN CONFORMANCE WITH UBC - STUDS WITH A 1/16" x 3/6' FILLET WELD All SIDES Q L STANOAPW` 7')-7 Q TYP CEILING BI V7CI�G LJAC�ING DETAIL SECURE BACKING STUD 10 3 STUDS MINIMUM EXTEND FUEL E3 ALENGTH OF WALL AT CABINETS OR SHELVING. TYP C L G GRID CONFIRM ALL REQUIRED WIDTHS. HEIGHTS, AND LOCATIONS OF A100T1 - ------- " COLUM CAP DETAIL COLUM WRAP A,°� ---------- -- "'°'", --- -- N01 10 SCALE NOT TO S('AlE BACKING WITH MANUFACTURERS OF WALL-Al?ACHED ITEMS 10 NOT 10 9iGAIL INSTALLING BACKING 'r F. ]/4' • 1'-0' TAIL t.A' - ' `.. LEGIBILITY STRIP I"� 2 3 4 5 0 'f 9 G 10 1 1 12 13 14 A � i8 i6 20 21 22 23 24 25 2C ) AL Of p �yI OE !a;,�,4i�la.l,��1i11.1. ��1�1t��l�lt,Uig,t�W.I.�:�L�1�,!.(.itl�l�l�lt!�l�!)Ji-I�lilWki�1J.W.rIilIWlttL,,G.Wt1t��;ltlrL�,�l1�,�ij�111�„l+lil.(a�ltfiilrl�t(.la,,�l��r1.11}J�(. � _ _ r a�fi u.+ cz 45 \ 7 A4 28 SIM, I /.'/ '/,i'� ��•�� •y� r mm km I ARDTAIO-18-112 I \\ 9 3/8' I F 9 I 51 i i n 1 72- CHANDELIER SUPPORTS I I --o L22' r �_ 9• CHANDELIER SUPPORT BRACKET RELOCATED CHANDELIER SEE STRUCT DETAIL. NOTE: SUPPORT BRACKETS (2) I - CUSTOM � B.Q. SOFFIT - TO BE SPACED AT 3'-0' FROM - CHANDELIER —� �— - - -- CENTER LINE OF CHANDELIER. Y 31'-4' A.F.F. - _ - PAINT TO MATCH CHANDELIER Li -- -- `- I I I 4 3/4" I 4'-6* 4'-6* ry CHANDELIER DETAIL CHANDELIER DETAIL Q n V oA10 1 B SCALE. 3 7 \33 6 % 1 i co ui i Of 3' EXPANSION JOINT WITH COMPRESSA94LE JOINT FILLER 0 vJ I9 3/8' -- �—GW8 CEILING _ z SEE STRUCT. < o�— ' -S STRUCT. EXPANSION JOINT DRAWINGS. EES U ^ - I DRAWINGS. 7/8 _ ui S% ESZU;GHE 22* I I ^ 4 _ - - -- 8' 12/GA 6A VERTICAL WIRE O 48' O C MAX EW 8" _— LI- -- -- - .0 BRA air-8' AS F. MAX TCONT YPICAL HORIZONTAL ACH AY r RUNNERS Ax STL. ESCUTCHEON - �./ eo REFER 14/AlO 18 1/B' POP RIVET O JVIDE 1/2" CLR LL MEMBERS ONE —'- o t✓LL BTWN 8.0. SOFFIT WALL WALL do TILE ACOUSTICA CLG 31'-4' A.F.F. LTILE LLJ CONT. MTL r i HANGERS0012'-O'UO,C. E WALL ANGLE • �. /12 6 GA. SPLAY WIRE i I I � BRACING IN PLANE OF EACH T W!IN 6'-0' I. 0' OF WALL ------- _ I W O _-- =� O CROSS ` MAIN RUNNER OR METAL 'T' CHANNEL r 3 EXPANSION RUNNER AT ACOUSTIC TILE CEILING GRIP JOINT - - - 5--3"- - NOTE: -- —' 1 ACOUSTIC TILE CEILINGS, LIGHT FIXTURES & DIFFUSERS ARE TO BE IN 27' I I n CONFORMANCE WITH UBC STANDARDS 25-2 2 ALL LAY-IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM w1TH 2'-0' TWO HOLD DOWN CLIPS MINIMUM FOR EACH TILE W/IN A 4'-•0' RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 3. INDEPFNDANT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT --- --- FIXTURES REO'D FOR EXIT ILLUMINATION DETAIL SOFFIT SOFFIT ('w CHANDELIER -- SEISMIC BRACING @ SUSPENDED CEILING A 4 Ai 1/2'-1'-0' SCALE. 1/2'-1'-D' At0.t8 -- SCALE NOT TO SCALE AA � C [BET/ \CC, 20'-0' 20,-0. 1 - NEW GWB CEILING NEW CNH CEILING T.O. SOFFIT 25'-0' A.F.F. — I S1-B /� A10.18 SI 7 5/8' 7 5/8' A BOLT STEEL FSCUTCHE —� A10.18 10 EXIST. 'TUD CONST. I SEE STRUCTURAL 22. DRWGS — I 22• � ( NEW CHANDEI IFR 1/1' STI. Pll � \ - NEW CNANDELIER Q 1I LD TO T.O. S1IVPORT I SUPPORT \ \ SUPPORT ` STRUCT STI. ORI ID WELDS 22'-0' AFF 51100TH, PANT. TYP - St. RIAFOELIER 51APF'ORTS. su:ST?RICT. 0RN05 - \ / c A 11 REMOVE EXISTING I / 3 1/4 I• J 1/4' EXISTING CEILING CEILING- I �/ Y 19'-Q' ADE f.f I - CHANTIIEER CEII NG EXISTING ` e j / _- B ELEVATION ——— _ I I I —EXISITING SOFFIT >,�� __. (A ELFVATICIN _ T 10 REMAIN t &$ �EXISInNC SOFFIT r� E 2 TO REMAIN 58 TENANT LINE Q ESCUTCHEON @ CHANDELIER _ RELOCATED CHANDELIER A0.18 J SECTION STOREFRONT6M WALE. 1'-1'-0'� lviw_ 7 _,.. .... . . , LEGIBILITY STRIP rm , �4 ® 0 a ' on Io e0 21 22 23 24 21S 2#q 2- 2F+ r9 34 P 011 i Ir � �I14Wa�1�14�11��111�4�itll � 111.I,1j,�,.- Aft L 7Y7 I ti r: ,9 LEGEND NOTES j EXISTING TILE EKIsTINc TILE \. NEW TOLE _ VO Tki s i i~; 1r st',rR.'m , - J r — ^;�- V, Wl.I go - •<1 I —J 1 —� ` •`I 11 if- i • r , r I > TENAAI7 AREA $Fej I I I I �!!!! h r, - _ — — — —— — -- — — BLOCK 0 N Of SSI I SS2 1.- _. F.._.._—. .as s...c: -a� >iil3 t € pp ! ,'G,' 'Z7 i E�a z » w _x?sel sas�• mi a 3 a a.. 4 / n i• . �!-L$!^ E$EisA. s-_. = - p - ri•` �- � s�u�� __ Jill �a� �*.�E j :s 3 r► ..L'.,..-,_ � !_..^>'��-= .��K.. `.:... ,•. sz_�'3 .:. • -r- - ,- I i '••� , !zs�s= 3cSO - =.gtn, s m3 pcT _p _ I 4 2 i H W N N } ._•_�.• 11 / / --- - - --- — — -- - - - - - -- -- - —'' My:----r sirs Si t i a : I N W p13.B t}28 AI'Zb scrap iiiwilS -ssH \� �-- --- ----- /y • '-_ ! ° METAL SCREED AT I � � �'_�_. PATTERNED CONC, TYG I I $-#ca TENANT AREA I 1I -s �"as BLOCK T fi a i i Ea-!"�� ,� •� _' i = s r = I I I ' ►ETµ SCREED AT , PATTE D CONC, lYP \` — —— — I I — I Cp � \ Q J 2 2r, oAt318 i r FLOOR FINISH PLAN c SCALE. e <. REC'D F E B 14 2005 z V EL z C� _ " o CTI TENANT LEASE LINE O `J 3:I.L W !� • • — • •• + d c O U • d _ _ _ - • • ^'T Q a •• I •• •. •• d 'ffN �� A • • • Q • • • ,• - - • - 9 • • KEY PLAN . — - - O 4 F L cn c G` IfNAN? LEn_E i IN[ U at Q TYP. FLOOR PATTERN SCALE I/1'-I' 0' t ,1 LEGIBILITY STRIP Cm � � 4 � e � A 0 10 I 1 12 13 14 8 9 19 20 21 22 23 24 25 2H 2- 2�+ �q 3 77 of "ONO _ lilt!] :i D .... :-. _. ...,, r...s+�..,e..y.,e,4xw•i►*iik`;aA .- , A Mr•'�N,fWYIM� 1111i1h-'YW!lSPgl' lM'R9iwerY i-!MNsTAn,.,<M1 '.�"'r4'YYM'Mil�.yl2:NoryMI�PT;..' M4k,'_c.M UI'.aMl�•'IfliR!+AI"U4iA•n .rnr,y:..... y"y+VDriinlra..:..�: • Ar '� .. .. .. -.... :. . ., M�yv4�1 al SNI- <iillYi#WN ''.1�' .. • '�M.�` �' 'Ir �y.. .. , _2,-o• LEGEND NOTES I o `— f I-1--- -- ----..__ -.---- - ------. , i ENLARGED SOFT SEATING AREA (SS1 ) ENLARGED SOFT SEATING AREA (SS2) 4'=1'-0• z �M( Q W Lei.. ` n ui z c� i W _..1 FLOOR PATTERN @ NORDSTROMco j U) W U Q 4.4 cn o 0 . f LL F--- w -14 l� fy U \ 0 N � � M : � N - 1 d KEY PLAN 1 Q FLOOR PATTERN a@ NORDSTROM In AI�rB - SCALES 1' - — 6J LEQNMffY STRIP fo f f fa 13 f. .e �� le .s an ai as 23 24 aR zR ae Ea lilt 1161111111WIA11,611OLP tff 1 t Of O B 0 y- t � r wONt 1/7L - f ; t 0 i +.vy hM?wM M, 11 a e � M ly' t I J' 4 7 9 3 0.� 9 \58.7 yl �ii 7 5.7 4.7 3. J. 2.7 1 t.l 0_ 9- 8. �/ V- �' 6 X54 .'4 LEGEND NOTES I I I OVI71OV >T B OLEO 0 AN WI NCMETE BASE AT 16- 0 C EACH WAY NOP OF NA AREA I I TENA A R E W I I E N A N T A E A COM TE ELEVATION - 22e'--6' Ii I II i I I I I i taucTUq - I I 1 I I QCK , 2 16' $0 CpNCRETF TIE b AIA BETWEEN R A �"-•^-..4 BE WEE LE CAPS SEC DETAIL b BL - L � L 3. s3 USF 3. B• THICK CAST-IN-PLACE SLAB ABOVE ELEVATOR MACHINE ROOM WWTN /5 Ai 12.OC EACH WAY ISL AND BOTTOM, TOP OF 19'-6' I -` 30-0' }0'-O• 30'-0" 30'-0' 30'-0` 30'-0' :N �'=b i 1_1. 30'-0• I 11'-6' I I GOFNCI+ETF EtEV TOP OF P/Y SLAB AT JOINT - 7�►l�, JJ...3)) 19'-6' - 29'-S I/?' 21'-6' 30'-0' 30'-0• }0'-0' 30'-0• 39'-9• I --1' 29'-2 5 8- R" I I i u w I _'�_ I B C'> OREGON � .._.___-p _ ,.w-. - _. _.__._. ,--._ ..- _.. I I I (I � I/y` X 1e GA GALVANIZED ME1Al ROOF DECIZ AT EIEVAiOR p-ice�N 13 •�, yrAFT XE I1/S31 FOR TYP DECK TO WALL CONNECTION F �� CONCRfTT LIGHT POLE BASES AT tIGH1 POLES ON P/1 DECK BELOW SEE (LEC/ARCHT. DRAWINGS FOR LOCATIONS ,I N y • �� If ti ti 73� � I I I SHALL BE PER DETAIL 32/531 CENTER 0►1 PRECAST COLUMNS --. so OV C 9 { 1 4 0411') 37 �� , m pq 29 27 2 l 1- --- - - ----- - -- B ACCf;; TIJNNEi BELOW 7 6'-0' SQUARE x 42' THICK PILE CAP WIN 3 PILES EACH Il ; ,� i I I TYPICAL AT 4 FRONT ENTRY COLUMN STRUCTl�ES L a PRECAST CONCRETE BEAM 31• DEEP TYPICAL LIND, GEE rj I PRECAST CONCRETE iRANSFEk 6E AN 3 ' DEEP MAX, lYP ` - 2' 6` W5 S3 7 II 10 CONCRETE SHEARWA i BELOW - rYP Typ DF I- _-- - - _ - L _ - C10 C4 CI CI C4 C4 CI G CI C4 C4 1 I 2, 11 POST-TENSIONED CONCRETE SLAB, 1YP - ti BCS - 4 C{ CI I 30 CI 1 C{ - 4 C4 _ GI _ - 12 POURBACx STRIP L_JC S3 a I - -= - - - - - 7__ I I,I IiI I I BI S BF-5 -' I 13 THICKEN UM TO 6 1/2• Al SHADED AREA �� II III II P} II P} P3 II Ps II it S3S P] III P3 III P} III P3 Q 11 22 I II I I I I + J n `� ?? i 14 YIELDED STEEL ANGLE CONNECTION TO BASEMENT WALL AT I I I I IIII'I LOCATIONS SHOWN ONLY DO NOT MAKE CONNECTION UNTIL SLABDS3 II II I I 11116- i I I,I I I I 8 lil III i t h J yM , HAS BEEN IN PLACE A MINIMUM OF 90 DAYS _j ?} III I hl I 11"ol's II �� 8 � I �/ l , t5 2' BUILDING EXPAN19ON JOINT IIIC, c} c} c1 ti' j / ° I I I'I I'! P3 IG -2 I - I TI�, 141 � 16 T A ILD REINFORCNN4 AT ALL BAY, - UNLES`.. ce ..- �. - - - ----- - OTHERWISE NOTED V "TT 11 ""ham fi 41 �8 � 4_1 s F \ .- E rM - - - 0 2._6. 11 lil I II !I I'I II 11TYP • u 11DI I'I I I I I P3 I'I I I I IwALL B�iow Y ''� 'I I III I�t I P3 1 I Ifl s3 o I I F 17 INFORM REOUIRE��E�CiIVE'FFOORCE �'� To NANTA'N z - - CIO lil I I!I I III II Y III III I II 1 I I C4 C4 II _ c9 c4 1 g I g ( I g � I I Ilt T7P I!I e3 ', oe-sLL _ I,L_- _ - __- _I E_- --_ _ _ I _ _ _ __ _ ;- C4 18 PROVIDE UNBO DM P/T TEMPERATURE TENDONS AT MID OEP1H C1 _-I - .- Cl I I I) I I I cT c3 3' cl C1 - - - - "- - --- - ` -cl Ct OF SUB - TIP ALL BAYS, TYPICAL TENDON LAYOUT AND - ♦ o �� a IF _+ r SPApNG YA?H ADDED MIDDLE SMP TENDONS IS FOR '7A J L }� 1� titi I I'I I` P1 ilA BOTH THE TYPICAL s' AND 6 1/1• SLABS r ------ -- -- - --- - %' I 537 I - -- --- - -- - - CI - - - ' - - t9 X3/a STEEL EDGE ANGLE w 3/4* x4• HS AT ta• OC _� � - . PJ PS � O -�- '� � 6x♦ GA1V C9 G8-4 ENB-♦ I I GB-4 _ Pi C5 / I I !G9-4._.. I lGti W j I- I ' `' I FOR STAIR cavra cTry p ' P} 16 II •; * 1 Ps as ¢ �,.4 ,} �,"4 20 OFFSET BASEPLATE ..r INTEGRAL COLUMN BELOW V J C6 21 I I II II p• O• P. TEP p, p'\� S38 TVP ATMIF to• I ; 21 1 112' X18 GAGE GALVANIZED STEEL ROOF DECO ,y C7 f �,. P1 -II �I 31 I - - - - - - - - - ---' - - I 22 UT1UlY PIPING COORDINATE LOCATION AND EtEVAiiOti WITH 32 TYP AT MF COIL T TOPPLUMBING PIAN Pt OB TO AVOID ALL PILE CAPS AND TO CLEAR C3 L i Pt a l I I I I II 53.4 S}a AT If(xY. JOIN f 1 TDP of ALL TIE BEAMS P1 -� C2 I Ct : c, ► Ci : CT : II ► . `�' '' 2' SLEEVE PIPING THROUGH GRADE BEAM ACCORDING TO DETAL I 1r1 ,L1' 11 II C1 C1 - 1M1 fl CI 'ETI'• ',1 - ; _ - ----- ----- -- - - ---- - - -. I E c9 I( i l i I C4 Lij oB-4 I I 4 I I (A-{ i I 1 - ii I I C3 3..-�l4-, -- I I \`� ` C4 C4 i i�'•/ III III I I _ , 1''' C} Pt I DEPRESSION B FOR WALK-OFT MAT SEF ARCH L FOE, 1 ..� �� 21 DEPRESS SLAB FOR TV JII {t - - - -- - --- - - 11 _ �s ARCFOiECTLRALLr AND GEOMETRY - b.... 25 E C7 II II II II II II I ,_I1 II II __ _ _ _-__. _ __._._ EXPOSED STPUCTURAL STEEL (AESS) TYR AT III I I ISI I I I I III 11 / 11 SPAN. trQl I I I!I P3 P3 I I I I I I 2 TYP 11 I I WEST 2'-0•FROM GB-2 1 LJD NAB I I I I I I I I SHIFT PILE CAP �* ENTRANCE STRUCTURES C10 OF R Ct0 I I tT OF COLUMN 26 OFFSET BASEPLATES 1'FOR XEARANCE AT EXPANSION JOINT III I I Lt i t I I I I 11 II I I I I I l III Til I I I I I FOR EXISTING N II ISI II I I II II II 1 '•,° i l I'I I�I i l i I 11 UTILITY CONFLKT C1 I I II II I I c3 c3 III ti's I I IiI 1 I I I t I i I P3 -- I - - -1 - - - ' GRADE a EAM NTETISECTION NTH CORNER SPLICE BARS PER Q g - --�-,- - -- ,- - - ___- ----- - -- _-- -- - - ---_ - _---- - - - ----- --- - _ - - 28 SEE SHEET 53 a FOR BF-7 AN BF-a NATION P3 P2 I P3 26 P3 II II I 12 0 GOAL' Z Lij -- CIO I I f o Pi 17 I( C4 g 11tW I I1 II �) � I I, 11 1 1 24 I I I P3 II 53.7 BEAM 29 MINIMUM LENGTH OF INSTALLED PILE - 25'-0' THIS LOCATION R I ! I IIS fn II I 1 I c6 III I 30 PROVIDE DILE CAP TOP FEW TO MATCH BOTTOM NEW THIS V VIII .d'dl i I I I j PILE CAP SEE DFTAM-$ 26/53 0 AND 53/53 0 S38 11 II C3 C3 I ti� P3 P, Pi P1 30 ca z m .__- ----� ( __= C; \ =.C7 - ---_ -- - - - 31 10P Cc BGTT - GB _- _. -__ 12' iHl B ELEVATOR BASE SLAB NiH /6 «2' OC E AN WA C) ,tr --- - ( P3- - - P3 - 26 ,Llo _ _- C f•F Pf �-+� - I I 1 _ 13 III _ I I -- I'I �� } - - -_ 32 BEND HOW ELEVATOR PIT WALL FUNF AROUND CORNER PER o I 1 v i 23 I I "' 23 Ny 23 `J (4, _. - _ S3 8 I r / , DETAIL 32/S3 0 r 36 t8 1 C7 P -� II II Ill III� F S37 � � . 7a1 GENERAL NOTES P3 II II � I• �� d II . % C10 Cr0 i i Cl I l 1,L:'0 C1 III R1,,� C1 ��►O C1 I'I ti SPAN ' I Sao ??`I 3' cl C1 11 Cl rip of 4 ' � cl I Ct •► c1 1 ,LL: �ct C8 _ t- - - Y I roc _ cB-: - - - P4 t- - - 7 --_ - �_ - --- _ __- -- 1 -. . � - - -TM-OF i -2 TIP Lxro -�_7 - - G8-7 CB-7 - - - --- - -_ -- i _ y 8 P31 A. PRECASTfft O PRECAST BEAM 1CO14EC IONS SHALL BE BY , PRECAST BEAM ' T � ( 2. 0. P3 9. 9 P3 8 P} 7. 7 P 5 3 4 3 3 3. 2 P3 2. P3 1., ' P3 P3 Q 41 g. s P3 7 S 6 P3 �� ' 5317 r P MILD SLAB NOW SHOWN FOR P/T DFCK SHALL APPLY FULL J WIDTH OF BUILDING UNLESS NOTED OTHERWISE. y RECOMMENDED POUR SEOLJENCE FUR P/T NAB AT PARKING z GARAGE IS SHOWN AS FOLLOWSE]. IN ALL CASES. MIDDLE ( n CHORD I 4 0' EO EO 4. STEEL 4' 0'3 EO SPACES 4--p- 34 STRIP SHALL BE CAST, TENSIONED, STRIPPED AND RE-SHcu(' CENTERi - - 3 I - -- -- _ --- •-- - _-- - S3 7 4 3 PRIOR TO PIACR/G CONCRETE Ai OUTSIpE SlltlPS - I I I I I I ,s 1 I I I I I I I I I I WI DING SEPARATION JOMNt - - -- - - - - i - - --- - - FMBSIfD FLOOR ELEVATION AT MALL GROUND FLOOR OF r n 3 1/4 1 1J • 111/4 11 I _ - - i 1/4 - - 1 1/4' S37 228'-6' = ARCHITECTURAL ELEVATION 100'-0' �+ / µx2o'-6' I I I I T4 Nz6'-o' S ,/2' 4' E ELEVATION OF PT STRANDS ARE REFERENCED BELOW THE TOG ui 14 I «8'OC w/ 01RD STEL I 19 (19 1 012' OC iOP I 53 1 IIID'NOOK CEN1�R� I I OF Si AB I I SEPARATION "N I I I I I I I I III I I I tow I I I L NAB I ,4X11 6 12 .I Nx1 4 «?' BO II Nx6-0 Xt2'-0' x,0'-0' I «2,A' TOP S47 N N oa Oc «2' OC - «5• oc- --- -- --- - --- - J CHS ,2 «2 oc o µXIS'-0' «2' 2z I Nzte'-D' «2' I b - � ;;�� e , 26 iI OUR �P I I I U I I I SJ 7 '1111 I I NX12'-0' I 1 1YP TOP RENF I TYP II Nxt7'-O' «a' Oc I OUR STRIP I I i = II I S37 ? _ µms, 0• 13 I 1 «2' OC BOTTOM I BOTTOM e a I i6 I 2? 53.2 06X1?' 0' Oe' 2 - 'a'-0' U a Iz OE 06x12'-0'0B' i �' 537 OE TYP TYP BOTTOM RE 15 10 TYP B01TOM j 4$ ( 'n 31 0 POUR STRIP ? 32 0 POUR STRIP I `� a x w 53.2 53,2 i b. �h U Ln %n I V♦ _ cJ s3.2 'r-o I «2' OC µXI -o J,14z12'-o' TOP «2. OC - \ / N o• µX7-0•�1TYP «0' 0' OC i0P N 4TOP e « OC TOP TOP11rx '-0' «2• TIC fr7 ell' 10 s) IN'2o' 0 7'-0' � 14X9'-O' I CHOORD s L I Still 012' OC I 1 «2' OC I I I I I I I I I «8. OC I ni 4oc• 1 CENTIAED H,I SLAB I I tt TYP I I I I µ«z oe I Mi19Oc. BOTTOM POTION II BOTTOMOM BOTTOM I AT t L] ❑ i 0 ` FR e 114 k/T I SHEARWAI.I 7` TY?lN0 CO 10 1 1 , 1/1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 2 1 1/2• 1 1 1 1 1 1 1 1 1 1 , , 1 1 1 1 ' 1 1 3 1/4. 5 1 2• 1 3 1/T 4 I / I I t 2 3 1 2' 1 } 1/2 3 /?" 3 /1` 3 t/2' 3 /2' 2 3/4• 3 1/1' i t 3 1/2' 3 1/?' t 1/2 3 t/?' 3 I/2' 3 I/1' S 1/Y 5 1/2 ,/ • �`•J � D� ----- I I _a� - _ - - - - -..-- - -- --- -- -- -- _ - - - - -- -- v - - -- t/ �! , � s I r� s s S �L`� j 1 }1 1 I i Cir 1� A DJ1`�1 S3 2 i 5 5J.7 I } I e ,, I I I I I I I I I I I I III I I I I ! I I I � I I ', y E/ j 4 U p I SS]? 514 © r�-t �\, E STEEL KEY PLAN �C1NoR�D S S I I I I I I I 2e I N'e'-o' 11/4• 3 1/7 1 1' to s}e I I 1 10) ! I I«e Oc w/ I I I I o teo•Hoof, c 17 a JACIN G o :wT / 24 / \ ?1 3X1/1. 2423 I S3 2 M, V _� P kl o SJ a SEE CNIOI'Y 111AMNC OPP ;IBE FOR CANOPY C - HSS6xIx1/4. FRAMING, THM ARFA l_ a 6'-6* typ 2s 53.8 r'+ U y 24 :) a sae z / ro") SIM Q p 1- SO FOUNDATION & FRAMING PLAN 'L SCALE 20'-0' - 1' 61 if -Add I �^ -' OFFICE COPY ' LE01811-TTY 3TP.IP ^� s -O. 2 3 A f, d 1 e 0 10 1 12 13 14 1-1 H B 20 it 22 23 24 25 2C 2 .10 p e!I 1 rill Q ` ` WoN1 "A104 I {. 47 .9 3 0� 9. 7 71 T g. ] 4 37 J �- �; 1 � — LEGEND NOTES CAA.? - - - - ---- ----. - - -- - - - - -- - - _ - --_ BLADINC EAPANSION JOINT I I I Z 2• . t{ CA GALVANULD COMPOSITE nETAL DECK (1 )413A TF TOPPING OYER IETAL DECK • 3' TOTAL SLA TNIpcNF''_`., 5 i 1 RP OF SIAM HFAM Elf VAT10117T?ATTOL OF ICTAL DICK II I I I I I I i I I I I I I I I I I I I I I I �/•u c T 1� ,i7'-I1' PRONU bl6 IIR.9 X02.9 WW M1N TOPPING SLAB- J I I I I I PAZ PRONOE 3/4'0 Y 4• LONG AUTOMA'. IELOED 4AI]ED '.TUGS AI 17' O c. At ONIG ALL FLOOR BF AY: HEADED STUD REI L*I 19-{• lf-�• I -{• 30'-0• 30•-0- 30'-0' 30'-0' 30'-0• I 30'-0• ?9'-S 1/T 1 1• :9'-5 1/2• JO-0' I 21 {• r-b• I 30-0• 30'-0• 3W_o_* 3w-w 39•--r 2r-2 5/ir 'AM*(Ixm "AIRS OEUc PUDOIE ;+LID Via, I I I I i I CC - - - - - - - --- --- - - - - - --• - _ - --- - -- _ _ - -. ,—.. _ -- - --- - - - . �.lAIIT; Itcxy AKA x+ FUTUVE BRIDGE CONNECDONS r -_ - t IQ L1+GHi1QD 1'N-M&"ACTUKD SRqu ,TAIRS. •W �--_0 A� I� �Y ,QFS 6 UON► GAGE ;Tvo FWAyNc A, cAr�l fACAUT li• r1L '.A �4 9 4 1 4 405 37 3 _. 33 I I ;9 17 I AT I{• OC. 119 ` ��- (4) f9 CONTINUOUS RE1NfORCmC CLNTCRED N TOxNC SLAB c e PRE➢ DC OF 021X93 BEAU FOR NTURE FULL PENETRATION � I I I 9 ^XWTEP SECOND fLOPI COLUMN ON MOMENT FRAME -%LrjN SELOW &EE — L a a 51S 36 SM r I. I w I 0. LAVER P1J11E t'xt ,/2' XCONT BE10w BEAM. SFE 41 OFF - - .til - 53.1-+M:x2i --4Y1 . -�INii 2X. t I.902X2[4*1.o ) k T - HSST2x,Oxt 4 - L - ` __ _ AA 40 53.7 419X40 --� -t- - - - — -- - - --+� - -- - - - - - -- - - WMI SX40?W1 $J7 '• � I --- TABX40 ♦1•' - y1 .o Tag T3 lE 1 1 Vill [ v 'M1BX40 ♦1• ��t{ 10 36 EA 1 s ( 2)10X1/4 I ) 1 r S3.9 Ef0 ( n Pl E _ _ --- - - ----- - 019X40 ♦1 � t 1 it •� + ' 4x43 W14X4J i W19X40 (vl' - sr - 4 (i o S33 _ Me 19 4 4o • 2 00 YF - - - +- UF W I I I I i W14k43 I wt4x4 I w14x4 I I I a14x43 II 4x4 4x4 I W I 5319 _ S19 , u \ J I W14x4 W14x4 W14x4 f -. Yw I ABU J I ABOVE A9 I ABO z W I WI4X13 p14X43 W14x4J W14X43 4S VARX W14x4 ` T I I i I I I I tYP • I 9 I I I �� I I ,N14X43 rn4x4 W14x4 � I ABo S15 CONCOURSE I i °� T TYP OIIEIIE I � I 4 OXI 44 *24 94 1Z I �, SHOW 42 MF -. -- - S5 Wl A- .Y . r _ ..i_ -- f --- - --- ---- �.3 f f f fi 4x,6 ' S3.9 GENERAL NOTES 46- 46 6- . aIN z W141(22 jj Vill 41/1 , 45 Ica53 3 o I yi °i I_ •, X24 rex4C .,' � SS c I WOMEN' IF AA,E T2XIOX/4 ' b'-6' I BY TO 3 40 — _ _ o cot wo rn ;'1 - _ _ • 1 � TfP ! o T c . r 3 r i o 16 1- BRACIL �FAYE Q W14X 2 ) (S.3 5LL ry 36 E, TYP 9M TO�` .5 ; ,0 539 Epp - SFE DETNI 24/SJ.S FORANI1 7CI OE'AL IIH[pE Xk.rti 1TX 1,0-6 �*WY TOS MTH TENANtCOL FLANGE 11 i +nex4p {.,7 ROVE 1S NOTED O Q I I PIt10R TO ERECTION i 4S ,11 I I I �— TYP• r t �+ I SJ S A'J� 1 X10 r + S1 S W12X19 t0'-0• - VERIFY 22 ?r ~ W,6X77 4- _ —r-d� - - - ---- ^ I��— r r - - /�-SryQ STEEL O BOOP OWL r O ((' 31 I �► 1 a f 6X 41 EA 0 a • o a �E , ^ I ' MSS12X10X1/2 I -�--- - - V �1 r •1 I - - - ,0 53.9 rEND i - - -- M4XY.' _ TO BII - • r I 531 L.L ,o ^' iS I31 53 5 i S3.7 c 53.7 S mum ,zolos rl "l �' rl f rl N • • " 1 — � I rl O Z oil _ o MF MF Vi ----r— — li wf IIF wF we I ` -- I J, � 1 t I I I I 1 { � I �--MOUENT nTA►E9 14 53.7 SEE DETAIL SHEET S15/ II55 1O I I I --- • ME T• 53 3 FOR IMP T < 1 / i a- Z I ........... .. ... - �_rr .l t� x Lu — s----- r- - — —.T r---- - -----� — — -- — _ -- ..- -•� ----'�_—___.__.. .-fir—'-- 7 . . — 1 �Mr` ISI lu • � n y 1 _ A cn t 1 X it 1, t ■ KEY PLAN I I , t 40 c � l J r C � a SECOND FLOOR FRAMING PLAN _ 'A Alf '0'-Q• • I• / f4• LEGIBILITY STRIP 2 -3 4 05 e ► � v 1IC1 1 I 12 1131 14 ,IM 117 IFj 19 20 21 22 23 P4 25 2e 2- 2P r "D111 1610•. 0 , r� .M., 5 �ti. All 0t `_ 11 m ., a?1e" - I -- . 9 3' 9� �se:�' ��; 1 I B �-� 4. � � s� LEGEND NOTES 1-1/2• . 18 GA GAL VANIZED Siu1 ROOF Dtu ANT AREA, I � I ' 1 1 TENANT A R -- _ _ _-- -- .. } ._ - 1 I � 2 3- BLF�EING FIRANSIpI J«N1 1 E N A N T AREA 3 SKYU[)HT ON C(MITNUOUS PERIYETIR STUL TUtA CUIlM 'J I 1 I I 1 1 + 1 1 + 1 ► 1 I 1 {I { I ! a I ; 1 I ; i I Df TAJ1 15/''...16 BLOCK J , BL CK H _. _ ' BLOCK `�9 R I # Q N RR SLAW IEiWEEUV OFFYT COLU111 a 61 N tuw 5' 1 1/7!•14'-4 7/8• 19'-6' 19•-4• r-6- 30•-0' 30'•0' 30'-0' 30''0' 30'-0' vow .j -« �i'rb t1r '"t ?9'-5 1/2 30' 0• 6' I 30' 0' - I P 30'-0' , so'-0- 30'-0- 30'-!' f-1' ., 5 6• zte GA SITU STIRS AT 16' oC ARCD P4n&TLR Cf DOGHOUSE AT ROOF ACCESS TO STAIR o FLAT STMAP LATER AL �y OREGON BRACING EACH WE OF EACH WALL SEGIANI PROMU4 10- X16 GA UGIT GAUGE ROOF JOST AT 16. OC Til .' r 18 GA STE11 STUDS AT 16. OC FROM LOW ROOF TO HIGH ADAM// JI _.Y.. � I � -` ..•.-ap: . J 2' 1 1 R0� PARAPET "iaES 01I - 1 + 1 f I = MALL 4 ? a: • --I r - I ! �_ 7 oE.PMREs, tlEAll J• 34 ; ANGLE PANT IN KAY SLE OCTAL 52/53 r �-------�� I ----., 1 -- - 2S , 9 S tlll DRAG STRUT PLAIT S• HIDE X ,/2. 1111CIc X lE?IGTH Q i - - I• - -_- T __ -__-_ -, --. Full VMD T �S REOD TO VM ACROISS CQIAIN NTH 1/4• X7- lE]ICTH --- I ; � I Wt2X3o IElOM SSP 4►K• , ! 51t31 DRAG STRUT PI•ATE 3' ODE K 3/8' TMKI+ z tETIG1H I � - - _-_ REOD IRM 1/4• X 5' lENGTN FILLET IIELD AT .POST/GRDEP _ - L TYP ALON(: _ i d M12x30 OL1DM I j NO AT MLUMN CAP PLATE . � h SON 2 w17xN ElOW, N'12%]0 OW T1 - - 11MnTxu �Ft2lU3 oW 1 t _an oG __ - -- TYP AT SIF to _:-.-- __. .__. 13 6 - - 11 OF 7 ---•� + W12X19 W12X19 W12X19 W12Xi9 riT7fISI ----- - �` •- - 4K3< 3t --- !/ KFS FROM HORTTTTERM MN SEORAGOT ESMMC ASS. � - ---- -- - - � . � �JiSII1rZ511 I _•I. � _ WAI 2X 14 WI 4 .► �Y h --� - - -�� -�- - _ ��%I - -- - -- , - lAQW MIilJdfi WgyMLI9---- N�4XS4 511 tMITX1 - - ` + 2 AN R LOCATION AND r 1 _ - _ )- 1 A55lAED ROOFTOP 11N T CONDE)N9NG UM t I ;" •�1 - �;lm1�•- ' --'� � JOIST REACTIONr JUST Y/WOFACTURER TO DESIGN JfiISTS AID M8I 0 7 a3 1 1 GROERS FOP Tami )Ni LOADS 9HoWM SBO + , - S2 _ �. 1�1(t0 " _�_ I 24LM 360/188 _ , �1I 53.1 B , I I ", I 23 ••/V� * * s 188 - _ TYP AOObE - - `, I -I --1 t S+ 53 6 13. X24 OW PER DETAIL 12/:7 9 SY En[ COILNECTt1?IS T4LM 3fi0/88 Y IJ - MAXI SSS _ DETAIL 43/519 )� �6 26K 360/188 1122!( 360/T88 11P ROQf S1 s 1 _ "XIO I T �lttt) -- 24LM 360/188 C 536 xt I V X ^ MEt+o I 1 FRAMW. Mt YBER UNO S3.1 Il u•6 II -6• iT-6' 1 1 1 1 i 1 ST.6 0 �AONG - I 360 ,� 1 - -- GENERAL NOTES 'O WIOXT2 SJ.6Iffl r----- ---- SJ �.2EU+ 560/1 1 e SJ t a•c 4 Imam A RELOCATE EXSTINC 04AIDEIIEP INCLUDING EXISTING STM M10T(12 1 28LH (60/168 26K 360/188 M18X40 SUPPORTS, MANGERS, BRAgNG ETC AND SUPPORT ntoY mrw • �' --_- r- - _. _. - - - _,-- _ - _ - - -- _ -- --- -- _ - --_-- _ TRUCTi�RE. TYPICAL WHIM WIN ON ARCHIL. DRAWINGS SEE X 2x•,4 Tn WBx10. lYP 2X11 DETAIL S IMT 517 io .r, Imo,` _R�, I.M x14 �� 8, MECHANICAL UNiS SHALL BE SUPPORTED ON ENGINEEED CURB 8` ---- - -- - - - - 1 IFS-s' --- ---- 4 »� + N1 ♦ +1 1114 W14K22 (417r-1 W14x22 (41/2.1 M1♦XSf, +tADD T10 9�PLE3EHTA STEEL FRAMING BELOW R00 WI4X22 +1 -- ---- --- -- ---•i _M14X22 it�2 - OF ( CH MKJ ALONG EI'TIHIL IENG1H OF 21K 36o/188 24K 360/1§§ M12X14 41/2 1 41( 111F7Y1tiat}1'1 - - �1K 360/188 + MI 14 I + 21# 360/1 S3 AMU aM). PROW CONNEC'iON PER Df NL 22/S31 AT I �� ^' WBX1o. lYP + .' 360/188 24K 360/1 I IK 0 1 : 1 � ,. B l� 40 WBx,o, tYv 53.s n SEAM TD IEJW. PER 1J/s36 AT BEAM TU JOIST. EAOH E10 1 i 1 R I 21h 360/188 /+ t J 8- T _ - - 24K 360/T88 x InIVIA 4K 360 B6 IK 360 t 5-O• _ ui IK 360/188 $, '-` IK 1 - R S_0 --,--- �' I " `� -�• rC LIIOI+N� MECFIOEAN OUPMDHTPON DESIGN ROOF J06TS AND jots, SROfAS S AREA SHOWN MTN ^_ i - -- _a -- C/---- - _----- - . � I -- sr -y- -- -- , _ � 1 - --- i _ -- DL s PSF rD AccouNT FOR C 537 -+ L _�L u S4 - - 10 1 wl 2YC360/18d - W - TIp /2- �1 -4)' tot 2' I A3Iz PONT 0, o �; r - Ar76O ^4K 160 188 _ - _ 1Hc 1 _ I �- �, �� 53.8 _ Mn 2x1. 21x 360/188 24K 360/188 : SS 6 TO' MNCf - 0 OESIGIN ROOF JOISTS AND GIRDERS FOR ADOITTIONAI LOAD FROM Z ��, ` )• • WBXto I - I '1 12 O1 , . SHOW DRIFT AS SHOWN ON SNOW DRIFT PATTERN PLAN e. toe / ` • • ♦K HBe 24K .. - _ - - - 2M 360 Heb ---- - - - : - 1 e � - .. -_ ( 7 ; ZF ou St/'�1.r BOTTOM OF SHEEEE, - fit W12x14 (?1/2•? ,n7Yu I*t/Y1 2 /1..- M12%14 +1 , 2.K 360/188 24K 3fi0/188� Wi4X W14 Wi4X +, WI - WI 4- a Wt X ,1 ^• + 1 14 ^ •4 1 % + W,4 54 r` 11 E FOP CMANDEiJEF TYPES I A SEE ARCITECrURAL FOP LOCATION SEE 91EE'T 1' Fat STRUCTURAL DETAJLS L l !r y+ f2 ♦ / W12114 !41 2 `�: �' B iS S3 J N24XSS +i 2 N ^x 1 -.,'�1/ 1.t; 1 - X14 ♦ r4.� M,ru 53.6 WIRX40 !I 71 W36X135 -W, 53.6 o n MH 1 / o '•♦ n p. W1 Ex:5S Mi - _ n -• 4 I / oxt I W 1� 81 i - 6 I / 10 - i/ i- �'k° 1J 9 1 3S 0 1 •� - 1/ 53 6 rl9 N41EAE 53.1 + 1 W 1 �ti11 5W/!�T- 241N 360 1 :J OIC -- - - -- V' a 11 1 M , LI4�_�. •� LLL_ LL.. ..�++J ==-• CII ` 11 I ,t I I ,2 p LL N N v rp WexTo _' ;J s 211H 3130/,88 i< (6) LOCATIONS W _ $ �-. � x1 � xl �4tN J6O/108 16 J+ N 11'-6• 4R`Y4G 11.-e• 53.6 mZZ. �. - -- -- - -- - - --.�gl - 1 I 1 --- 2" 360 r W1 x4 /-� X4^ r..- f Wn 1 (9 1�5_e _IT, 2XT4 _ -- - VI 1 - I R - + - - - 21LH 36(n i=w :_ - ;W I UNIDI g s �.- gM E-_ NORDSIROM _.WITS 9 1 I I I I I• i �1 I I ,. I . I I �, I I� ' �•� � � I , I I I I ^, I , � O _- __ 4 10 Yr MF MF MF a `7 MF MF MF MF NF j••1 r:`.� 53,5 44 .15, `J 51 I MOMENT FRAMES I 1J sV I S3.5 SJ 5 SJ.1 TTP S2 108 SEE DETAIL SH i 53.6 S3 3 FOR iYP T I < V KXST ALON THIS 1{ DESIGN JOIST GIRDERS AL G THIS DE JGN JOIST GIRDERS Al TNM' DESIGN JOIST GOUR, k0l'i+ THIS I a I (� • t DESIGN JOIST GIROERr ALO!(G ifNS 1 tJ� (' GR INE FOR AN ilOtt AXIAL GRIlx1NE FOR AN ADOITICN AXIAL GRDUNE FOR AN ADDITION AXIAL GRDUNE FORR AN ADOIT1144 AxIAL GRDIX FOR AN ADDITIONAL AXIAL � � �G� F CL OF 35 KPS OM T TERM FORCE OF 35 KIPS FROM T TERM FORCE OF 35 KIPS FROM T TERM FORCE OF 35 KIPS FRoM 'JltiRT TERM FORCE O 35 KIPS FROM ORT iTAM OR SEISMIC F WINO OR SEISMIC FORCES I MND OR SEt9IC FORCES WI D OR SEih11C FOR(IS NSD OR SEISMIC FORCES --------- r I w T NIIA 0000WO"N \1 NOTE ---"-- SNOW DRIFT, IN ADDITION TO THE UNIFORM SNOW LOAD. AT PERKIER WALLS FOR JOIST DESIGNS (40 PSI AT ROOF EDGE) 40 P`3 I o 12-0- I $ � L9 a TIT T NAJ X15 V - ME A', IV Mw CC I / / ' K aAr1IRAcu ATTACHMENT -TYPE i9' N HATCHED AREAS •T KEY PLAN t< SNOW DRIFT LOAD PATTERN - PLAN � 0 r DIAPHRAGM ATTACHMENT PLAN ----- -.---- �... !f DET 23/41.1 C R L.L. r L Y LL i ROOF FRAMING PLAN J? C Z SCARF: 20'-0' t' % `1 lit , Llt NMITY STRIP C m , 0yw '' 10.0• cR I Z 3 4 �S A ® d +0 1 1 12 13 14 '6 17 i® IQ 20 21 22 2 24 2R 2F e. • 7 1 I I 1'A1 b ' Nowa • lot 1T?rrM ki � +tI�1�111a1 11u t d iadJil.illl!� ` 'r ,r - - - - - -. r F , '• ; .a mWN -Art - ...,prnnmur.s' _ uM ,aµ,t_iwu'.RT.. �.,. - --_... -... ,....., a.w.{u ..�: 4t 1fwr+MlMil .. t „.... _ -. ,- ..- _. , �<; +MRWa�.awM" ^ - N1MA!!V''Mpl�sMrA•,wwi:x�-ln»'rtq`F^u.. n.,�� .r«w„ •MIP. fR+N-+-. ,-MMItlh+ r,. .pMr4'F•A,rl1111MtHIF/!WMFk .. �"�F'M��' •�' yyHl�� i LEGEND NOTES 1 1/1' - 15 GA METAL ROOF DECD 1 HSS GX6X1/4 COLUMN SET ON EXISTING PILE CAP BELOW, I W y J NEW OPENING IN EXISTING ROOF DECK FOR SKYLIGHT SUPPORTED ON WELDED HSS SXYUGHT CURB PER DETAIL 4 BRACED SAY FROM SKYUGHT SUPPORT TUBE BEAM DOWN TO MALL ROOF BEAM BELOW SEE DETAIL 55/S34 ✓� 13, �� 21 EXF Trp W2fX50 C-3 53 5 I I ?, Sn BM TO (�STNNG W16x10 BEAM_--- I _Cx,STINO M16x40 sE.W Nrl7XW o.,' sae _--- _ -- - -- _. -- ]S AREA LINO EXIST CMU TMS , •�'. [--- Is �- f lG VTRIfY FIELD YERIfr 4 -- P � � EXISTING W16X40 BEAM- .-.________ _..__-__._..•_-. - -" 1 1 - ___—_._txNslxAo rlex4o el AM __ __ ._.___._ - .. -- FIELD *wy _ _ .___- �' FELD VERIFY r4x3 6 X CUN W21X50 c=3 4 53.5 i 22 µ - ( 53 5 YJOINT S3.4 1 - .. a W27X84 (c • 3/4') F,31 45 b4 L4�L4 '74 5 --- ' 1 I i ! 5z`,DB FRAMING INFILL AT EXIST ROOF ?, FRAMING INFILL AT EXIST ROOF 25 FRAMING INFILL AT EXIST ROOF O z SCALE: ,o'-o' . ," s2,oe - -- — SCALE. ,0'-0' CLQ Q LLJ I 43 53 5 TYP AROUND 43 = i PERIMETER I f 53.5 TYP AROUND PERIMETER /1 I ' 1 (,�� ' f ' 23 4X2 ( - . ro V. ♦ Wi4x 1 h f 2 4 EOU SPACES I i S3 5 SIM W1022 w 52 -- - 0 SJ 5 0 .i- --- - � V „ NO-!l USED m NOT USED FRAMING INFILL AT EXIST ROOF X 35 FRAMING INFILL AT EXIST ROOF Z) z 33 SCALE: 10'-0' ., I' p 108 - / ,�(Y 1� Z SCALE: 10'-0' = 1' TIL\VVI_JII o — Z SCALE: 10'-0' = 1' Cr 52108 I I" Z SCALE: 10'-0' : 1' ' ` D U) I` RECD FEB 14 2005 i Q cV L 1 4401. 1 tv Il (1) MC1oX42.7 — — i Q319 y�� SJ 4 / �►� ~l 1 i 1 W24X94S/8 WENDED S3�I CONN 1 i2) M0305BELOW S3'5 32 1 � 1 KEY PLAN 1RIO _ L / AIIO* 22 WELDED Q CONN O .�. C tm f-- . 1 C r EL � U sse y G 5i yENTRY SKYLIGHT FRAMING _ENTRY SKYLIGHT FRAMING D s61 ^"n 9 10 , LEGIBILITY STRIP 2 3 A 5 6 A3� 0 10 12 13 14 1 2, 1 2 23 24 23 2(9 27 203 <'9 3 1' 4 7 .9 �13. 0.7 I 9 I 7 '7.7 7 5 7 I 4 7 3 1 -3 1 7 I 1 7 0 '9 - fir, j' I , , I ► , , I " 47 GENERAL NOTES I AA / - -_ - t A - -- - - - - '- -- - -- - - - -- - GGRLw ll MASONRY COLI fTLI GROUT USE A FINE A' GROUT TMX IM1H PlAS11C12ER AS NECESSARY F E N A N T A SLUMP OF It" t (F'9`3000 PSI GROUT SHALL 6f A PLACED IN ALL HOLLOW CELLS OF WALL IN MAXIMUM A N`i AREA I T E N A TARE I E OF 8'-0' LIFTS BREAK/CVT OUT FACE OF SHELLS ME HOLLOW CLW! OLID AND PLACE GRE A uS9Nc V PRO` MECHANICAL CONSOLIDATION TO ENSURE A btu E3 L C LK $47'-3 2• L 0 OMPLETELY FILLED CAVITY /t�� .711 )c Lq�K V --_- DEMOLITION OF EXISTING STRUCTURE TO BE REMOVED - MEANS AS NECESSARY TO PREVENT DAMAGE TO - 1 '-I1 3/8" J9. O• 277'-6' _-_ I 13' 0, 167'-10" SMALL 8E PERFORI[D 81 THE CONTRACTOR USING r' h",IPE -1- ME EXISTING STRUCTURE TO REMAIN DAMAGE TO S' 1/ t4'•-4 7/8" 19'-6' 19'-E' I '_6' 30'-0" 30'-0" 30'_0• 30'-0" SO'-0' 30'-0' 29''5 t/2' 1-1. Y9'-S t/?" I 30'_0• I 21'-6' 21'-6" I 30'-0" 30'-0' 30'-0' 30-0' 39'-9' 8'-1' 29' 1 5/8' THE EXISTING S111UC1URE TO RElAA1N SMALL RE �, CIREGON ti - --' - REPAIRED AT THE CONTRACTOR'S EXPENSE USING q Z�Q 2` I I I I METHOMS REVIEWED BY THE STRUCTURAL ENGINEER 92� `; V _ _ _-__ IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN CCL A w, - - - I_ N THE CONTRACT DOCUMENTS, CONTACT A u STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH o I I I 1 I THE WURY xFhRES 1i _1 DfM APIA REMOVE (XI511NG STEEL CFX I ^ I 3 GC TO RELOCATE/IIE-SUPPORT EXISTING UTIUIIES V19 4 t 4 40 5 37 ( 3; ( 3 3 � t H ll l SUPPORT AND (29) 2 7 (2 ) 1 ( PRIOR 10 DEMOUTION OF WALL \� \\ EXISTING CMU WALL DD - AND JIO IDIot ! -.__ A A)YE - FULL HE"I DEW 6" CMU CMU T HEK71T EXISTING STEEL -� -- o I OC YER REMOVAL INDICA ED N LINTEL SLAPORi 0 DETAIL 11/;39 AFTER MING CMU W E P OF THI WALL W/ NEW S El LINTEL ABOVE - FULL N GHT U04R OR TO DEMO INSI ATION 39 TYP I I I 1_0. I DEMO 6 cuu MEIER & -- - IOL FANJ( - i SAWCUI AND REMOVE 9'-0,' -8' a SAYACl11 AND REMOVE c EXISTING CMU WALL _•__l__ I EXISTa+c CkD 1_ - -fOR DOW _- -1 Hl`x�ti3�__ -- - - - - - - it -- - - ,_e1 - I _ _ - -1_ -- SEE DETAIL 16 9 TYPICAL LIWO UNDERSIDE O DEO( rt+IHll+l !7AT DARK MATCH - nnuunuu111 `INK+►H+ a I I I IIIIIIII. NORDSTRpM Li 0 I DEMOLITION PLAN m ui 4 Of 4.7 .9 3. 0.7 I 9� I 8.1 7.77 I 7 5.7 I 4.7 3.7 3. I 2.7 t T.7 I 0 �9 Y^8 T71 6� x^47IAA - - - - -- - - -- AITT AREA I TNA T ARE J E E I � I I I TENANT A , E�A .� � I II I II I I I I I ,--E � k\ iL_ `�- 54r-3 _ I / 39' 0' 277'-6' 43' I 5' 1/ 14'-4 7/5- 19'-6' 19'-6' I '-6" 30'-0' I 30'-O' 30'-0' 30'-0' 30'-0' 30'-0' 29'-5 1/2' t'-1. 29'-5 1/2- 30-0' 1 21'-6' 21'-6' I I 30'-0" 30'-0" 30'-0' 30-0' 1 39'-9' 8'-t' 29'-2 5/8' v) - �.•1.� I SOLD GROUT OPEN S N EXISTING MASONRY ALL FULL HEKiHT OF WALL TO BOTT OF MEZZANINE. FULL LEND OF WALL WITH 3000 PSI HIGH-FLOW WAS Y GROUT N � 4 40.5 37 1 33 I I ?9 (27 2 1 I DD -- - - ---1-- - - I- I - I - - - .- -- I - -- - I - ---I- - - -- I it I -- E -- - - I I- ` SOLD GROUT ALL I CELLS N EXISTING0 o 14 NEW 6X6ORT OF COL FOR _ FORM AND POIM GROUT MASONRY ALL, HEIGHT OF w FULL LENGTH OF WALL $3 9 SUPPORT OF CT LUNG TTtU55 I 25 STRUCTURE CENTER CLI 24 WAIL �R I N TH 30DO PSI NIGH{FLOW MASONRY GROUT ry I I ON EXISTING GRID 42 I SOLID S39 DETI 24/53.91 I I �r v J Q` S3.9 GROUT ABOVE 2'-0 -�-- - - -- SOIJD GROUT OPEN CELLS IN EXISTINGT T�� 1 - - I- ---- $OL)p 1�ALL N CELLS IN ExISTING - - ------- - o { - MASONRY WALL, FALL NF GHT OF WALL, FULL LENGTH OF WALL MASONRY WALLFULL IGMT WALL, FULL LENGTH OF WALL METER & I WITH ',,00 PSI IGH-Ft_OW MASONRY GROUT / I WITH HIGH-hOW MASONRY GROAT O - - - - •I - --- I SOLID ASONRRYY GROUT TULLE GMTSOFF WALL,ML LENGTH OF WALL - �' -0 -g• WITH 3000 PSI - -MASONRY GROUT 23 r VIII VIII 1 ( U n n llltlllll � III1111111 i 1 I,I II II II II II ► 5,39 '4+K+N�I+ (I III II L,Jiii ii ii III II II IBJ iu�uLLUIJ i{ I,It II I'i Ci NORDSTRrY �- LEE II II II II It I. I „I II 11 II I. u__ _, II II II V S51 FOUNDATION PLAN Q O U) 4. ,.7 .9� 3 0 7 I 9.7 I 8 7 7.� ( 6.7 5.7 I 4 7 3.7 3. I 1.7 1 t.7 I 0 0. 9 I 8 7. 6 4,7 S 7% c/) O N !7 Y I I 5' 1/2-14'-4 7/8" 19'-_6• I 19'-6' I30' I I f '-6' 30' 0" 30'-0" JO'-0• 30'-0" JO'-0' -0' ?9'-S 1/2' 29'�-5 1/7" 30'-0• 21'-6" � 21'-6' JO'-D' 30'-0' 30'-0' 30'-0' J9'-9' 8'-1' b l (474�5 37 35) 33 I I o I I I ' I Ig , ORIDL 3 @S39 F KEY PLAN fi 12 BEIn ` CAI 3S SJ 9 01'r AND 5;0 12 SJ•9 p TO 25 C b Ft OW t - FF - / S3,9 BELOW m - TC P I C.X IOW �. p fw �-- h S, ROF FRAMING PLAN NN[w5,HE[T-- a OF CREATED FOR I REVISION PR-3 5(NL r(• 0• L_J ? Lc(3181LITY$TRIP n 9 10 11 12 13 14 18 m 19 20 2i 22 23 a 2g 2B 27 29 29 30 W i p}, � q F) g G ¢ NOMI •yLEta. ti WIWI. I'LO 11111 1,41111,11 o I Ali .. 11 it Oro 1140 1,01 00 - - ... : Iwo I!Ww"o".If 111101 UP .al.. .�4 Iy Q til fiG LAP --CONIC FTG FOk TREAD ANLL RISER TOR fIG REINF - CUNCkE1f. SLAB ON UMAENSIOKS SFR. EXCAVATION ARCH-1 UFiAWINt'S _ - GRADE - ;EE PLAN �. Z 'H' MIN - --- - TOF 1 �VT BY CLEAN T/`• i -SEAl.ANI w/ EL 2- (TYP. % HACKER NOD ) 3 4" CHAMFE? ,I /4 NOSING BAR -- - SEE PLANS f / \ - �- IF PIPES ARE _ V,6�, , LOCATED IN w J [TMIN. A THIS HEIGHT. YF ltF 1 __ 1- THEN LOWER FiG5. - .. _ .. _'T ? s �-1 iG RLINF z / ' ,� w r C3 •4N li v Ir,l UPTIUNAL wP __. _ - j 2 = JOIN I !• -CONC WALL -�-- r- r kt`t n s 0 '$ /4 0 '2. 0,C V 0 60 DEG U' wATER510P- -- -- __ -_ �.. .-- --- FAfH wAr - 1n r t 1..;. . LEAN CONIC. - � - NO EXCAVATION FOR PIPE NOTE: STOP ALTERNATE HORIZONTAL BARS AT TRENCH PARALLEL TO FTG. a JOINT. SEE ARCH FOR CJ LOCATIONS. NOTE BELOW THIS LINE. STEP --` FTG. AS REU'D BY NGiE: VERIFY SIZE AND LOCATION W17H MECF+ OR ELECT CONICV, -FOR FTG El, DEPTH, AND RENT, SEE THESE CONDITIONS. &,V_�t LL CONTROL JT WALL CONST JT PLANS AND TYP FTG DET. A f 30 U tl L, UNi i `,:j-1 All 11 TUU' t," Q C UNCI I r - r TYP FOOTING REINF DETAIL TYP STEP FOOTING DETAIL TYP PIPE a@ MAS WALL FOOTINGS TYP CONC WALL JOINT DET TYP ISOLATED EQUIP PAD DETAIL TYP CONCRETE STEPS ON GRADE SCALE n az r,: _,(,ALE -ki NO SCALF A,! Si: ,:.AI f a ,rxr. WAI, ,} ALL N; All (0 SLAB-oh-1,kADE f S(Kf. NU SCALE -1/4' 0 EXPOSED FI 1/4• WDEXI/2• DEEP GROOVE 1/W O ELSEWiERE (WITH SEALANT O EXPOSED FL) JT FILLER 6 SEALANT -3/1' CNAMFI:A 0 EXPOSED FL----..__� � �TCP Ftfk� WHERE REQUIRED ��— _- N --- -- --- - w -PEW TO MAYCH -•-� - --r------�- ---Ya----� - SLAB RENF STD 160 DEG HOOK < -�---- 3" AROUN)SID PERIMETERSE 0 tr OC // / TGIF' EL v,}-- SEE PfIw .tT- 1/2"fX3'-0' SMOOiN A38 R00 O 1'-8 OC. � � r �-ROUGHENED SURFACE GREASE END OF ROD TO BE ENCASED : J (1/4- AMPLIR.'DE) j CONTROL CONTRACTION JOINT CJ ^ BY SECOND MIR ' A CONSTRUCTION JOINT CONST JT 1 - 2 FXTEND PILE ,LP '� I•• PENFORCING INTO PILE 'A� r 3/8' WOEXI/2' DEEP GRUOVE 3/8- MDEXI/2"DEEP GROOVE AT i (W/ SEALANT O EXPOSED FL) (WITH SEALANT 0 EXPOSED R) �-.-'-- --•-T---�----T=- ��—�— +� T� T ( � NOTE: SEE ARCH FOR LOCATION OF RECESSED SLABS �� FACE Of WALL 4) 3/8' IJ _- OR COL BOTTOM PILE CAP 3/e' EXP JT FILLER -- _. / -i/ NOTE VERIFY SIZE; AND IOCAT)(W WITH YECH OR ELECT CONTR REINF - SEE SCHEDULE w ISOLATION JOINT J ISOLATION JOINT a) COL 21 NOT USED _ TYP SLAB-ON-GRADE JOINTS TYP FLOOR SLAB RECESS TYP INTEGRAL HOUSEKEEPING PAD TYP PILE CAP 0 J SCALE: NO SCALE. I,:_A;i NO SCALE SCALE: NO 5'hI.L �,.A L n, 'r..A.: e ;,AB �1v-�AOE OR S17n1CTinA. ..,,AJR} SCALL nl 'x-A,t. R100 SPLICE REOD SPLICE i-i/r : 1/r Q "�.------ CORNER BARS TYP �• 4__ - V - - SLAB-ON-GRADE VERT MAS. WALL SEE PLANTS AND NF W / STRUCT NOTES 1 2 r4 ��.. 9Y cIFYATu� MANUFACIURL' 1D HOOK * _ ] _ --- -TOP OF �j \ « PILECAP Y CC,t1�R BAR _ `CORNER PAR `v+ I-- • CONC WALL CONIC WAIL fl` v 0 CORNER4 #6 I '' ___. PUNa • REMOVE FORM MATERIAL - O NOTE CORNER RAPS TO BE SAME SIZE AND SPACING AS THE HORIZONTAL BARS. PRI TO PLACING I • E R. V 1 ADJACENT CONCRETE J9�_ _ _ (,- DOUBLE LAYER SINGLE LAYER 1 e �3 TEES ct>tic ,r INTERSECTION '� `�-DOWELS TO MATCH �--!`4 O 16. VERT MAS WALL RE1F6 i W . ^ • V `s Q REINF AT GRADE BEAM/TIE BEAM TYP CORNER REINF DETAIL 3; TYP CONCRETE KEYWAY" DETAIL TYP TENSION TIE Z 53.0 SCALE: NO SCALE9 VALE: 'c1' ;I.AIt (O CONCREII *At L',i SCALE: NO SCALE SCALE NO SCALE • -sn cAAnNc (3/4'x1/e') U ' L3X3X1/4 w/ 3/4-DIA EXP BUTS (�) STEEL COLUMN SCHEDULE W/MIN 6• EMBED 01.-0 OC BlOCKOUT FOR � Cl Cl � \� Cl.� ELEV JACK E C. MARK COL. SIZE BASEPLATE REMARKS - ✓ °' 3'-B• T-0' _ SUMP PIT i r FDN MAi Ct W14X233 2"x22"x 1'-10" 1�s;"tweEDTS W/ 1'-9' 1'-9" 1'-9' 1'-9' 1'-9' 1'-9' j0_ - 2'-0 SOxt'-5 DEEP j \ TLOF 1 9' 1 9' A SEE E PLANS C2, WiOX49 1"x18" 1'-2" 1 - ! r - --- GRADE BEAM SCHEDULE EC 371 WlOX33 1"x18 1'-2" 2 1. 30? . = WAYS .�_ OF BOTTOM C4 W12X53 1"x20 x1'-4" 1. / -- s cLk uj co MARK WIDTH DEPTH REINF REINF STIRRUPS r C5 HSS12X8X1/2 3/4"x14"x1'-6" - _ EG • 6 in 0 U n GB-1 24" 42" 8 N7 8 {(+7 /4 O 12" O.C. 5 /s Ew ° -- I O Gh A n > . _ HSS16X12X1/2 3/4"x18"x2'-0" - t e BOTTOM �, _ - — N n GB-2 20" 36" 3 M9 3 N7 #4 O 1'2" O.C. � - � .`� � — •� — )T C7 H5S12X6X1/2 3/4"x12"xl'-6" ��>r _. '� - -- - ��, /� �A � � GB-3 24" 42" 8 yA 2 #4 O 12" O.C. " 2 - — HSS5.00X0.500 3/4"x12"x0'-8" - I b \\�/// \L#4012' EW GB-4 30" 42 8 N9 8^N9 3 X14 O 8'• O.C. ROUND GB-5 24" 24" N7 #4 O 10" O.0 Cq W12X65 1"x20" 1'-4" 2 i. P1 s P2 __. �� 1 6' GB-6 18" 72" 8 8 8 N8 2 i�" E0 _ Wt4X82 1'x22 1'-4" i. GB-7 30" a:' 8 #11 8 X11 t 3 N a (,,, TYP 4 ,/2• r , r-4• P3 1 AT RF 10CATIONS, SEE DETAIL 31/S3.3 FOR BASEPLATE. - ELEVATOR PIT DETAIL V-2'1'-2• _ ,LAI E NO SCALE y� ..,✓IF ( fip� qty q�l.l' I K CLI CL ��.1. C.t t'', Y REINFORCING LAP SPLICE (Per ACI 318 and IBC )— (Inches) ,_q• 1.9' 1.9- ,r_9• r_e• 2_s• , IL - 3' CONCRETE KEYWAY RF BAR SIZE MASONRY MEMBER (3) CONCRETE MEMBER 2, 6> AT tr Gr LAMVERTONLY E F AT GARDE BEAM ONLY _ GRADE GRADE 1'--0• AT (XtADE REAM WAL BEAM IN METRIIC REINF RE NF. FOOTING BEAM BEAM HIZ WALL VERT SLAB (TOP) (BO M) COLUMN(30db)1 TOP BOTT. M3 N10 1Fi 23 16 17 16 12 16 16 16 16 - _ t3 /Q FW <l LNCRL 11 F 66 04 13 24 31 19 23 18 19 19 19 20 18 15 �' I_ + wAu --5 HOOK o N5 #16 30 39 24 28 22 28 28 28 25 19 19 — . _ N -- - — - • > \` O c /6 /19 36 47 29 34 26 37 37 37 29 23 23 _ _ L CONCRETE TIE BEAM 1• e, I b - • OR GRADE BEAM /7 /22 42 55 41 49 38 60 60 60 48 37 27 ' —�-- ]1 /8 /25 48 62 47 56 43 74 74 74 61 47 30 a T11 r - - CONCRETE PILE 4 JD N 029 (2) (2) 53 69 54 90 90 90 75 58 34 - - a cAP /10 /32 (2) (2) d0 85 66 108 108 108 91 70 39 a /11 /36 (2) (2) 66 103 79 127 1,27 127 109 84 43 14 /43 (2) (2) (2) (2) (2) (2) l2) (2) (2) (2) (2) , 0 — -- /18 /57 (2) (2) (2) (2) - (2) (2) (2) (2) (2) (2) (2) ( t 7 TYP PALE CAP LAYOUT (SCHEDULE) TYP CONCRETE BEAM AT PILE CAP TYP WALL INTERSECTION DETAIL .0. -� �.. '�'' w (1) ►QIi COIrR'd5'fON LAPS OFA Y. fy<"Eo,oDO PSI, Ic>••3000 P51 (s) lif]IA'ORCAIC STRESSES LIN TED t0 e01t of ALLOMARE TO/(1N1�t M![ OF 4e BAR pAMETF.R SPLICES (UB.0 SECTION 2107?12) HORIZONTAL ----- __ _ - &_SCALE.__N 61 BAR SPIICE LENOTNS INCREASED TO 62 BAR DIAWTIERS AUOE111NO WARS M ADJACENT BARS < J• APART U.B.C. SECTION 2107.2.26. SCALL NU SCATF A 1 I,.;P, (2) OMALLY NOT PE TIM ( ) -- --� --- a II I I I ......h•. 61)11. A'!p'Rnw_ Yui`' IYL:rA�a..,uliiY{�tr :.nl.'t. ...,.�ItM,rllrr#.-...•,v.u,,.� i.u. f. .y, - C) r Cm "I; (Itl�illl IIIIII,Ii 1111�411L1lllllj i 10 1 I 112 I LLB I 14 II t111!11011�11i1I�7il pOH 1,0 � 7i 22 23 24 2._ rf9 II III (IY(1111 Ilil II i ILII will(l,II' 1111 tll'�ufi+Illtlllllllnt II'1 11 I+il Iltl' LEGIBILITY STRIP �. ' � � � � b � � � ( I I 20 29 9C � yy 61�tl 11LIJ &I I lit,i Ill 611 Ili 11jJ1411 F)11 111ijildil 11111 11111 I C �1 Y I '•:n.;a :,:f•. w. �a J -------------- CONNECTION SCHEDULE_ DECK ATTACHMENT SCHEDULE BM NO OF L-R%Tr_ ATTACHIWAENi ATTACHMENT ATTACHMENT REMARKS SII[ PLICAL SHCAk 0 SUElAPS FOR SIZE, TYPE AND NUMBER ►Ur JZE, iIT4 AHOY NU116fR ®�� LENGTH Y rNKXNE55 CAPA(]iY TWE 0 SUPPORiS OF BOLT,. SEE TYR BaT SCHEDULE CL OF BOILSEE rYP BOE SE]HEDUIf CL !Jf fYAr• UZ PIP B�A.T )NUMbIF 1/1' YO11) AT S/8' �. w!, W10 2 SHEAR PLATES STEEL BEAMS A S6/S' S S/e'ap FIN , i/2' LONG TOP SEAM - - ,�• MAX /8' STF[I WAR PLA \ i _ 3/e' STEEL ".,HOAR PLATE J/6' STEFl SH[AR PLATE ; 5 1/1 1/4 12K 36' WADE SHEET WA3D 0 2'-0' OC (61aPlF SMEAR) MAY �• MAX 5/8' STEEL SHEAR PLATE 5/16 s J/1b'SHEAR ARAlES / --�- -- -- -- M1� D•E- SHEAR OR MOAffRE 5/8' STEEL SHIEAk PLATE \� MAX � I WAEkE 'D' � 27' OR MORE 36/5: 7-S/e'DHA PER IAIEM '0' - 2r OR MORE b out C T U p W12. W14 J 8 I/2 i/4 26K A 36' WADE SHEET NO 1U SCREWS•Z'-U'OC 1640'lf SE[Aki -- - P - -- --- — STEEL BEAM I 1/2' S1EE1 CAP RATE STffl BFAY 1/2' STEEL CAP PLATE112' ,a 4/ WIG. W18 4 it 1 B 36%1: 7-5/8'DIA R+f3T NO 10 SCREWS 0 V-0' OC '•TELL BEAM- 1 I FFENERKPHAi�TZ S iyp �fTl�PROf \ /2 1/4 49K 3 36- WADE SHEET OR 1 1/2' LONG TOP SEAM (76OPLF WAR) I I I � \ II: WQD o Z'-o' OC h( L 36,7: E SHEf1 PER 1 1/2' LONG TOP SEAM (8413PLF WAR) (I 4 OFfi, {� S 11 1/2 1/4 82K 36' WIDE SHEE r ---- WEND •t'-o' OC O OCS 13 I � II w24 s 17 1/2 1/4 101K a � NOTESvr, I TYR ; 1 VERCO PAINTED OR GALVANZED 1 112' HSB X 18 GA, 7-6' SPAN, PER KNO EVAIUiATION REPORT ER-2078P S1OEl COLUIBH ' 7 20 1/2 1/4 121K 3/8' STEEL SHEAR PLATE FOR SIZE. TYPE AND _ STEEL. COLUMN 5/8' STEEL SHEAR RATE NUMBER OF BOLTS. 2 On" MA•IUFACTLKS MUST SUBMIT THDR ATTACNAfN1 SCHEDULE AND 10130 REPORT SHOWING EQUIVALENT -- WHERE V - 27' OR MORE SFE TYPICALSCHBOLT SHEAR VALUES FOR ATiACHMENT III W30. W 8 23 1/2 5/18 11WHH I I 1/2' DICK Hde1 STEEL STEEL COLUMN III SECTION STIFFENER RATE - TYP CX> k a OF SR JST, BM TYP 5/16 I I TW 5/16 I 1YP /, T_ w� 9 ze 1/2 I 5/16 .�,c OR DECK eRc WALL --- s 6 TYP SHEAR BEAM / COL CONN ,� TYP SHEAR BEAM / COL CONN 16 TYP SHEAR BEAM / COL CONN ---- - -- - RET F E B 14 2005 r� F ATTACHMENT SCALE NO SCALE SCALE: NO SCALE SCALE `GAL.E 5/e O SUPPORiS o SIDEL.AP 3/4'DIA ASSN BOLTS ATTACHMENT Pt 9+ r 8s r FOR SIZE, TYPE AND NUMBER ? VISION CUN7HOL NUMBER OF BOLTS, SEE TYP BUT SCHEDULE CL 1/1 i3/16'OA STD MOIfS FOR SZE, TNPE AND NUMBER / 1/8' • BOLTS SEE RAN (A. A rl 11 E , OF BOLTS, SEE TYPICAL 3/8' STEEL SPEAR PLATE BOLT SCHEDULE 5/8' STEEL SHEAR PLATE NOMINAL BEAM NU1 OF ROWS �! 1 . � `• OF ARCH DEPTH 'D' IN 1-4 NAk o I WERE V - 27' OR MORE OF BOLTS 3/15 302 3/8' STEEL SHEAR PLATE .o $ 4 RATE EACH SIDE STEEL BEAMS 5/6' STEEL SHEAR RATE % nn SEE SCHEDULE WHERE 'D' - 27' OR MORE STEEL BEAM I UP TO 7 t an •2'-03'OC A706 o � TOS 2 0 \ I I � <--- # SEE PLAN' _ 12 - 14 - FIN R I e �1' FL 15 - 17 4 1 UNO SEE PLANS t318" ,6 - 2012 EXTU STEEL STIFFENER RATE sn DINGLE --�._�`� y I I 5 I Ca+C TOPPING W/ WWF ON `> J '+I I'}" �� T ExTEND To EDGE of BE AM T H I + STL BM FLANGES, TYP 44TO HATCH 9DELAP �` P 1 21 - 23 6 CONTINUOUSI I U COMP DECK- SEE RAN FOR ,n ATTACH. SPACING OR \ 14 GA X 2' DEEP; I 2• ORIENTATION o LEG TRACK' 1(.TLi S/e 1'-6 OC MAX �� I 14 - 29 I I Sil Cl COLUMN 30 - 32 8 I I O BENT R 1/4' x CONTINUOUS -_ UNO 13 - 39 9 STEEL STUD I STEEL BEAM WALL - SEE PUN 36 t0 Lj 3116 -.--- _-__..� __-r- - _-- -- TYR -- _-1- �""-' --EXTERIOR BUEDING FASCIA BY OTHERS ii16 PLATE MAX HORIZONTAL LOQ iRANSFFR CL COl OR '— �CTMu WALL C/16 - To �N EDGE WITH Gn PLATE FOR ON TO TTt3HANT FLOOR EDGEct FACE of MpSONR. BOLT SCHEDULE STOREFRONT CONNECTION - 750 PLF �— MET DECK w TYP BEAM SPLICE STEEL BM TO STEEL BM CONNECTION TYP METAL DECK ATTACH" TYP SHEAR BEAM / COL CONN FOR TYP STL CONNECTIONS TYP EXTERIOR - - __ --- __�_ - - L, OR EDGE DETAIL SCALE: NO SCALE STL R SPLICE) $GALE: NO iiAlE (TYPICAL DETAIL) SCALE NO SCALE (DIAPHRAGM ATTACHMENT) 53t SCALE NO SCALE SCALE, NO SCALE (1fPiCAL Lc 7 SCALE NO s=.: -- OF BM (WAHERf ocXxlRs) STEEL COLUMN STiFFENER PL 1/2' a STL COL 6; BASE PL a -STL COL a BASE PI. -SLOTTED HOLES 1-1/2' LONG �-SLOTTED HOLES ,-1/2'LONG NE�ENo1CUiAR BEAM EACH SiDE SMS RMI SEE PLAN IN CAP RATE EACH SIDECP CLIP CORNERS PROVIDE 1 5/16-DA (PROVIDE 1 5/16-DIA 2 - 3/4'4 BOLTS EACH WE CL OF JOIST GiRDER BEARING � O GAP PLATE EACH BEASIDRING FRAMING NGT SHOWN CL HOLES IN BASEPLATE) / HOLES IN BASEPLATE) TIGHTEN NUTS FINGER TiGHT 2TIGHTEN NUTS TIGHT CI OF JOIST GIRDED BEARTIIG FOR CLARITY WHEREIN OCCURABO%kS TACK 0E10 BOLTS TO JOIST I Y STEEL CAP PLATE TACK WELD BOLTS TO JOIST 6'M 14 1/2' WHERE OCCLXtS 4-3/4'CMAX:-3 r 4-3/4'l)fAY1'-3 GIRDER PLATE 6' � 1/Y / GIRDER PLATE 8RG MAX 1/2' STEEL CAP PUTT. TO MATCH COL WIDTH HEADED ANCHOR HEADED ANCHOR MEG MAX STEEL JOIST GIRDER STEEL BEAM BOLTS UNO I BOLTS UNO i SUES 3/18 I I STl BMTos ,/4 I I LOCATE BOLTS 2' LOCATE BOLTS 2' STEEL JOIST OIROEP. I EL - SEE PIANS III FROM EDGE IN I FROM EDGE N I Fi,1 GAP T TOS 4�[S I ( BASEPLATE 1N10 4 SIDES BASEPLATE UNC ,k EL /3/16 1 1/2 1 I 3/16 1 t Of -PL WASHER I PL WASHER �;\ SEE PUNS t 5/16X2 1/2X2 1/2 5/16X2 1/2X2 t/ / -0 HOLES W/ 13/16-DIA HOLES W/ 13/16-DA 4 15 \`` / / �i (2T1 ROUGH PUTS \ # NON-SHRINK GROUT c AND PLUG NON-SHRINK GROUT 1/2' \ 1/2• \� WELDED, TYP �, y S 1/2LLI S 1/2 1/4 1/4 T EE PIANS,` — I - t' CAL MOH STIFFENER —� (TOP k �T, BOTH SIDES OF COLUMN) � I i I s/te I 1/2' CAP/BAS: PLATE TO ,/4• TYP ' 1 1/2 MATCH BEAM F1 ANGE WIDTH SEE PLAN FOR C PLAN FOR 1/4 / v, 1 TOP Of CONC Ta' or CONC 3/6' TMrX STEEL J i 1/2'I I I 4-3/4'lXA BOLTS STEEL COLUMN HORIZ TIFFFNER PLATE BONED END PLATE SHIM PACKS IM PACKS 1 1r2' 00PLATE / �.�. O sn ca AS RECO AS RfOD �! STEEL STA8IUIFR RATE AS 1YT' 1/4 STEEL STABIUZER PLATE AS Q Ste' A325-SC BOLTS Q REQUIRED BY JOIST REQUIRED BY JOIST CARDER MANUFACTURER GIRDER MANUFACTURER 1/4 W V BM TO COL DET a�7 CANTILEVER 3 TYP COLUMN BASE PLATE TYP COLUMN BASE PLATE STEEL JOIST GiRDER BEARING COL STEEL JOIST GIRDER BEARING COL TYP END PL MOMENT CONN 0 ` 53.1 SCALL: NO SCALE O HS5 COL) - 1 SCALE: NO SCALE (0 SR COL) ��i SCALE: NO SCALE -- - - -- -- - --- 53.1 5J 1 - (0 SNL COL) SCALL.-NO SCAM SCALE: NO SCALE GROUT CELLS I Q WIN OF L AROUND / 1 I � CONTINUOUS EMBED PLATES L.SXSX1/4 BETWEEN JOISTS v_ CONN R➢ JOIST ST£TI JOIST BRG SHOE LOCATE SO THAT DEC( CAN SPACED AS RECD MANUF C1 JOI5T ORDER BE WELDED TO TOP LEG 1/2' FOR DIAPHRAGM CLIP L6xB7'' _ STEEL JCKTigM SPACE AS REOO _� HOLD EACH ,GIST BACK 1/4' � xy• LONG rf"ING FROM CI OF JOIST ORDER MAX 5/6 OR 1'-6 OC MAX -STEEL JOMT/5Xt FOR DIAPHRAGM / S/8 \t3R 1'-0 OC MAX 1/8'K2' O'K' SERIES Y SERIES 1/6X2 AN 1 MET DECK � ,//.�. O,�, ! .�. �l sxSXt/4 P:TWEEN JOISTS rO EMGLD 3/16 I /�-glSi SER SERIES (SEE NOTE) OCATI SO THAT DECK CAN BE FRAMING / 1 WELDED Tr TOP LEG. REO'D AT Lbxex3/e BOLTS PER J015T MET DECK W iD LINES 211.}, / TYP WC MET DECK DEC( BK \ SERIES 1 4X3 Al e T� SEE PLANS 1 EL MANUF 32.V'3/. . 37., 40 7, 4195, 3/16 10 1/2 ` AND 43.3 01-6 CONT 'L' FOR `LGV&3/6, TYP VNO \\ r I 1/2" MET DECK SECTION AI--At \ N JST BRG EL -- ...... ---- 5/8'0 PUDDLE WELDS O 6'0.0L6X6X3/8 ; r/2''l— � S SEE_PLANS �"'• ( TYP LNHp . ., �-CTL JOIST OR SIM ro I 1/4 I / / !L'FLUTE EPROIDE Cit'NOT OC ROOR AR MELDED TO •L• AND DECO, IMBED PL 3/8•%3''x0'-6• - Tvr INTI W/ 2-1/2'OX5' HS. L3X3X1/4xC0MT PROVIDE PL 0 2'-e' OC CENTER ANGLE I STL JST lex6x3/e r� V (1'-4' OC 0 SIM VERTICALLY ON PLATE -AA _/ o ��N) I 1/2' COLUMN TOP PL STI BM LT•PxUNO M N R 3/4' x6x0'-6 STABILIZER PL a COORDINATE WITH JOIST GIRDED. 1;1 8'-O' MAX(MAx SPA:IN;_. a O' MAX SE•..,1vI, MANUFACTURER NOTE USE BOLTS A+ SECTION At-A1 51MKARSECTIO��- I BOTTOM CHORD BRACE / PLACE OF WELDS WHERE H 1 BOND BM AND ATTACHMENT PER SHOWN BY JOIST MANUF SECTION A—A �-- STEEL COLUMN - FEE JOIST MANUFACTURED ON SHOP DRAWINGS MAS WALL F CV INDAnON PLAN TYP DECK TO MASONRY WALL CONN JOIST GIRDER/COLUMN CONN JOIST BEARING JOIST BEARING TYP FRAMING AROUND DECK OPENING SCALE: NO SCALE SCALE: NO SCALE (,1ST GIRDER. CITE SIDE)42 S 1 SCALE NO SCALE (O JST GIRDER, TWO SIDES) C SCALE: NO SCALE 0 STL BM, ? SUES) SJ.1 ------- --- - ___ SCALE: NO SCALE 6'-C' MAX SEE OUTLINE OF ARCH CL ANGLE ,• r �. 1ECHANICAL LINT 3/18 O FRAMINGE 3/18 2-L3X3x1/4 MEMBERS, TYP 1/8 1/2' ( I I PL 3/4X4%0'-6 METAL STUD - SEE MAX ANGLE TO SEE PLAU5 BOL TS STEEL BEAU UKE POW STEEL JOIST 1'MIN STEEL BEAM BOLTED CONFECTION t• T MIN STEEL 1 FRAMIMG / -2-3,(4'^' SOL IS I I NIL J/16 2 ;PACE AS „BN `l I 3/Te 3 WHERE REQUIRED BY I ��— DE4b FOR � J N0.10 SCREWS O 12' CK JOIST MFR DIAPHRAGM 5/BTW ETAL DECK I n I I I 3/18 m Y L6X6X1/2X0'-3 LOX4X3/8'(LTV) TYR `� STL JST 1E CENTFJt ANGLE UNDER OR STI BM m O C CENTUM OF MECH ( I UHT BASO �-5/8-DIA THREADED PO(I STEEL BEAM MA 11//•4RXO'-3 $0 c & OR JOIST ORDER - 1 TYR 3/16 I �/ I ft C I 148 STLEL BEAM e'-J MAX d 1/4'MAX VENT LEG \--MECH ENR ELECT EOIAPMENT l� I t1EFL BEAM I CUT TO��ORT NOTE. (VT < 400 LBS/ANO E) m }-/16 FOR SIZE, TYPE AND NUMBER OF 3/6' STEEL SMEAR PLATE 1 THE GENERAL CON TP, VERIFY SIZE AND LOCATION WITH MECH/ELEC CONTRACTOR / 5 \� STEEL COLUMN. VERIFY CCIL 1MN BOLTS SEE TYPICAL BOXT SCHEDULE CTNTERLNE OF 1 2 PROVIDE SEISMIC BRACING IN ACCORD WITH MICH SPECS AND DETAILS ORIENTATION WATM PLANTYP FRAMING SEE PLAN MfM�R M NOTE 4�, UNIT WI .1* . 12OOB I Q TYP METAL STUD WALL CONN _ STEEL EDGE BEAM CONN STEEL JOISTMEAM CONN BEAM STEEL JOIST ONE SIDE ONLY TYP FRAMING AT SMALL MECH UNIT TYP HANGING EQUIPMENT DETAIL SCALE: NO SCALE �.1 SCIUF NO SCALE (0 ROOF EDGE) SCA11- NO SCALE —_ ---' --- _- SCALE' NO SC-Alf (1Y1�+'e ;�r'T SCALE NO SCALE - 61 ;.. LEGIBILITY STRIP " a Cmb 1 n.111.i rw c ' 4 15 b S 1y 10 1 1 12 13 14 F' 1'' IES IQ 20 21 22 ?3 c4 25 2,3 2' P <9 30 C 1 1 01 4 .041 Ay10t. .__-�1,►.�1�,;,,�J,�„�1�,1�!1LI�liWt�1�.11i%1.�,Li_,.I!�.l�.l�.`i11a11�1J!„�!.i!l�lll_Iial :''I'd,' 1 11' ”' - I I _ .... _ _ _ ... .....: .. - .. _ . , �,wl?M.."ti,.r^i5Y_ Jr�,•�,4{ :;'¢':'.,e.�i ,+1�, MIy.�5Cy1y�Lyp�,pµ.. 1 o„ C Ft�; Y- CAS] N PLACE P/1 3/4' IOULED JT �01BLFS6TWW(lRtlklAllD ,- PRE CAST CONIC COL I TM OR t' NIL BASE PI. SEE PLANS ILAB SEE PI ANS W/ SEALANT -EXTEND VERT F qN kf INF i)iNL;ING �/� (PROVIDE t 1/2'4 4 9 INNITS OF TRAFFIC TOPPING, tYP. / BARS INTO PIE HOLES IN BASEPI ATE) CAP PER B 16 PIeuVIOF �C1•.NIERED ON JOINT 1•1/?'3 L,' A7(IN REBAR 10 MATCH 1' Df TAI 26/S3.0 SIZE OF CAL. RELY. UNO EO.- I ,- 4-i 1/4'I X I'-B' - --- -` "lD' OR 4' MIN _ SPACED AROUND' PFRMIETER i HEADED ANCNOk � 2 N • GOND 0 P/T ANCHORS / BOLTS LINO ( ,-- TRAFFIC KIPPING SEE `wic �'� -- I OCA TE BOLTS 2' `I FROM ELXX Of 4 - /4 GONT • ♦' O.C.- FIR',T ^4 AB TENsN(INED THIS SIDE I cyr' F BASE PL ATE UNO. -i -� 14 SPIRAL TIE - 8 17 VEROCAL vii I WITRH PRfCCASIFY BUT TFRf ^�._ ( / • a r. �'? BARS (0 10 15). i'-0' 4'-0 PRECAST CLADDING w - - -.. __ ' 2 , Q w W/ 2 t MIC)1 4 17 VERTICAL a° O - --` J'ANOREI - SEE ARCH'L Al L '.PUCE 1' 0 - NON-$HRINh GROUT 7 O ( 1 14HA1�K.5 F(lN GfOMC TRY 1 0 • �' _, -" it " \Jd O \ `' BARS (BEl01M 15'-0") � � 1 W4, I(K-A 1,JNS SHALL i - CCIMttlNE A iSS - SCALANI -� OR WAII Q W J HOOK INTO 6' I '--- --'-"--- INTI.PoOR 01 PMI m - N-- -- ( CONI BOND BkfAKEN SAP SHIM INifkMLDIAiE P/T - -3/1' V-F,RODVE ADDITION TO 1 A' I kEMO% AT 10(,All'IN (4 (01 ANCHORS AND POCKETS ri AS REO'D TO DOWFIS UMI 1 DEVELOP MAINTAIN SHORING UNTIL STKWG RTW) I / ( I ^;'H X LONG P/T TENDON AND HAS BEEN TENSIONEADJACENT SLAB I' CD TOP Of C014C I 1:' CIE: N� Cf N TL k i/', t f r 2 r NHE l I.1.Al1DINC LNL.T ��1 ` P/1 CONCRETE SLAB (SECOND SLAB) AlU11M/11NMAILHIA.55iMLLN01Lkfl�gJfD'NCON(:Rklt DIAMETER `—SHIM PArXS — — — BEAM L AS REOO - PRfCA31 BEAM 10 COLUMN CONNECTION BY PRECASTER. TYPICAL AUGER CAST PILE TYP COLUMN BASEPLATE SLAB THICKNESS TRANSITION NxCONnuEKs - O DESIGN 10KIPSINNiTOkES1AT CONSTRUCTION JOINT DETAIL CONDUIT IN CONC SLAB OR WALL / 10 KIPS IN 1TNSION AND SWEAR - A,F NO SLUE ��- NAIL NO SCALE At PRECAST GRAVITY CLA) ONLPA CTION CONNECTION N PRECASTER NOTI. TION SNAIL ALLOWTAA MOVEMENT O-PANCL PARALLEI Mitt CIR HANDRAILLI IN IRELAnCN TOCOLl1MN-- SEE ARCH - 4'-C' NAY r-2-/5 S EACH CLB AND COUJMN OR s OE/ SI O OPNG \I_L,r `,f hMP GOMECTION (1 EACH FACE) BEPOND `� � ORAMNGS _r✓ S CUI FREE ATTEr,J' 4ARRIER WALL a --4 x 6 X 3/BW/(2)LAIA* tF PRECAST C:AUMN 1/Y • X 4'HEADED STUDS AT CAST. BUTTR"IN14 ;H END -- TTPICAL 4' OC AT EACH HANDRAIL POST 1 'A 214 CONTINUOUS - EO I I ( EO -- EO I I I EO - -- - - z • 15 HOR12 AT 12' OC4-4 A'PHALT PAVING OR- b I I SEE CIVIL GRADES ---r ~ 1 / Ex!ENO VERTICAL ,,ONCRE iE `_'SLAB � �� • 2 15 BAkS TOP 1 (54' MAX) ( I AND BOTTOM % , REINF FULL HEIGHT 16 VERTS AT 12' I I SUP-ElOIT TION BI OF WALL I I I I I I \ CONNECTION BY \ AR!XUND�4ATOTAL ��' �:•� AU SEE PLAN OC PRECASTER - FCJR �EV, - I I I i TOP REBAR AT- CONCRETE BARRIER WALL STAGGER 1' -- AND BASE. DOES NOT STAGGER I I SUPF'OR1 lYP 2 16 x CONT VARIES OCCUR AT DETAIL 21A/S3.2 I I I ( - W 016" OC I \ ?RECAST BEAM W VERT MAx -- SEE PL I I BRG PAD L TE V-6" \ 2 /7 x I � EO EO -_v� 1 � ww WANG SHOWN S14AI_ 2- S 0 EACH / `/ CONTINUOUS voTF L �- _ UNLESS NC I E D 01 HLRWISE V r'"Y'0 A:10PENING$Y1^TN SI O OPNG 14 TIES Al -� a STAGGER ALL BARS 1'L'AS BOTTOM REBARS (EXTEND a a +15 RENFORCi NG S IN 12' AT t'-6' I - PILE SHOWN 2 ► GONIAL BARS TOP AND UlNSPONSOF 17 OR MORE, " FaCH FACE)-� _ t CA BFAM 25% Qf BARS CONT TO BEAM AJDTION10RE11WORLIN0 SUr-PCRT MID-SPAN COLUMNS OR SUPPORTS) SUPPOliT BOTTOM A F A FI CORNEA 4 TOTAL SpOWN ON FRAMNC PLANS TYP REINF OPNG DET BARRIER WALL @ GRADE STAGGERED REBAR DETAIL CLADDING CONN C COL/SLAB TYP REINF AT SLAB OPENINGS _ _ SCALE: NCI 'SCALE SCALE NO SCALE - ----- ---�-" -! 11i .A, �f iA:, ALL NO -- -- - J A AS NOTED /EMELD CONN - — \BY PRECASTER LIGHT PCCE/PASE CONNECTION BY MANUFACTURER F - I 1'-D' ♦'-0" 1'-C' EXPANSION JOINT — / 3 PES IN THE 1 1/?� 2'-B' LAP LINO 1 1/2 OMITS OF TRAFFIC TOPPING TOP 6' SEE PLANS _ - ..� STEEL PiPE HURT (SCHEDULE 40) 1-. CASi-IN-PLACE EXP. JOINT COVER TRAFFIC TOPPING AT EXPOSED TOP DECK AND RAMP REOVIRED WHEN SLAB PENETRATION `- P/1 SLAB SEE a - - - /-- P/T TENDON r45 TENDON ANCHOPARNG CONE OF PLAN FOR REINF 2• --- 3f' Sou CONCRETE --- �.�. - -- -_ - AB 7A I uj AND P/T STRAND o BASE WITH 8 17 __- r / VERTS AROUND PERIMETER -�— ---------—s ::�1 - a v FARTHER THAN AND 13 TJFS AT 8" OC I I ----- -- =✓ ry 1 5 TIMES THE PENETRATTONS Ii I a r DIAMETER ORPENETRATIONSWIDTH, BUT NOT NOTE: DESIGN cr P/1 SLAB - I ' CUT STRANp ANO_ / �-SEE NOTE 3 (?) N X �T `�. ! f !ESS THAN 18' MINIMUM FROM / l 1' qR OF P/T ANCHOR \ 1I STEEL PIPE INSERTS SLEEVE ELEC CONDUIT THROUGH I CAP W/ ANCHOR (3) 14 T(Xa J I /; Qp ANfx1pR, DO NOT REQUIRE fMBEGS/YELDS TO SEE PLAN COL BASF AND SLAB l+ {� USE STEEL PIPE INSERTS 6' �3w RESIST 10 KIPS IN I AND 6011(111 i�_ -1- SHEAR N ANY SEE NONE ♦ / SEE NOTE / (SCHEDULE 4O)FOR SLAB DIRECTION -- I• l 3/4' TOOLED JOINT W/SEALANT J PENETRATIONS NOT WITHgJ BOTH SIDES OF POUR STRIP 4S'BEARING CONE [ '] - -r - - SEE ALSO NOTE 2 OF TENDON ANCHOR POUR STRIP - PLACE NOT LESS 1/2, v-�� I N AREA A5 SHOWN 2 THAN 28 DAYS AFTER STRESSING J SLAB P/T TENDONS EK;iH SIDES (1F PCAAL STRIPHL 3' MAX a TYP ri NOTES 1, AT POUR STRIP, U FIBER REIHiORCU CONCRETE 4 Z BEARING PAD BY _� - --1 ��N ( 2. AT TOP Of POUR STRIP PROVIDE 3/4' DEEP TOOLED JORITS. FILLED WITH SEAUWi. IN TRANSVERSE DIRECTION AT 4'-0" O.C. NOTE PRE"ASTER V `P' CASTER - L FOR ANY PENETRATIONS W'Tli DMAENSK)F/S 1--- GREATER THAN 1 r.FCI.L OW THEa r-:, 3 TOP AND BOTTOM L(1NGITIDINAI BARS N POOP STRM TO BE CHAIRED DURING PLACEMENT O ADJACENT SLABS. REOUIREMENTSAROL-ND 1YPICA: N , ;� 0 PCOLU1M1 --- VI �—STEEL PLATE 4 /7 DOWELS W/ THREADED--� I P03T•TF N510NED CONCRETE Si-AB BAR COUPLERS INTO SUPPORT EDGES AND BACKSPAN BAYS TO MAINTAIN ALLiONMENI AT CICISURE STRIPS UNTIL CONCRETE AT CLOSURE PIER HAS REACHED 75%OF ITS DESIGN STRENGTH TYPPRECAST BEAM PRECAST COLUMN BELOW PRECAST COLUMN LIGHT POLE BASE P/T SLAB (p EXP. JOINT POUR STRIP DETAIL PENETRATIONS AT TENDON ANCHORS z ;UAi f. NO SCALE (O INTERIOR CDNI I ICN, SCALE: NO SCALE Ai t r1:.. i SCALE: N _ Q 2' STANDARD FACE U WALL. TOP OF COLUMN, CTC HOOK MIN. 3" MAX _LAP BARS SHEAR KEYS 3' X 1-t 2' TYP 11' MIN ASTLENGThED JI `;OPENIl - —_ / TENDON PAST EDGE OF OPENING `/ cn / 21', TYP 6' CLEAR BETWEEN a "�TCEI EMBED PLATE- � SEL NOTE 3 CONTINUOUS TENDONS a..i SHEAR KEYS 3• X 1-1/2' TYP BOLT VERT BOLT HORIZ BOLT _ _ _ __- - ___ / TENDON AND OPENING - - DIAMETER EMBEDMENT EMBEDMENT - — - - I LENGTH LENGTH i/ Lr _ 1/2" 6" 4" i I � � • • • -� EXPANSION ADHESIVE BOLT ANCHOR c---- J HAT 5/8" 6" 5" I I AUTOMATiC WELDED ANCHOR BC1LT I ( y' STRAND TAILS HEADED STUD -_ --- - I =— -- _ ' SECTION W 3/4" 7" 6" PROVIDE STUDS, ANCHOR BOLTS, EXPANSION BOLTS. AND ADHESIVE ANInuNS 'ER THE SCHEDULE UNLESS NOTED 7/8" 8" 6" g OTI[RW'A ON PLANS OR DETAILS _ .o +10TE5 � `yyy� TRIM BARS PER TYPICAL ' ANCHOR BOLTS AND AN(MRS USED IN MASONR'f SHALL BE INSTAILI D IN GROUTED CELLS IF GROUTED CELLS ARE - - -- ____ NOT ENtX1UNTERCD, BREAK INTO CELL AND pHOUT SOLID FOR ff MINIM-IM ABOVE AND BELOW BOLT LOCATION. 1" 10" �" C- - - _ - _ _. '7 t NL PAR;SIK"ONnHF SIRUCTA N.MANNSVO41 HF CONTINUOUS SLAB CPEMNG DETAIL � v � Iv THROUGH THE BLOCKOUT OR LAPSP,K;ED 4® - AMCJ1(X4 BOLTS,E%PANSXUN BOLTS. AND ADHESIVE ANCHORS SHAH B[ INIOALLED WITH STEEL WASHERS -- --- --- r +f - 7 F it I Al UCI(OUT W'TH CON(XIFTF OR Npfi SHRINK GOHC:RFTF RF4AIR MA1F RNl OF SAME SPECFIED STRENGTH AS SLAB CONCRETE EXPANSION BOLTS AND ADHESNVC ANCHOR MIS SHALL HAVE � CERTIFICATION FOR MATERIAL INTO WHICH 1-1/4" 12" 9" tHals ARE LIEIN� INSTALLED _ri PLAN VIEW \ ' OaHTA�LLAiND1MORACF�TiK+RSE 6FiE�Fu�ANTFCTs•raFICATIUNSANouu1K 14" 10" � ADDInCINAI 14 AT 12' O.C. TYP, 41 TYPICAL BOLT DETAIL -- • �2 STRESSING BLOCKOUT TYP POST-TENSIONING LAYOUT AROUND SLAB OPENINGS SCALE: NO SCALE 53.2 - SCALL NV ',(,ALE (TYPICAL DETAIL) `SCALE: NO SCALE tNl) i f STAGGER DEAD END ANCHORAGES CONTINUOUS IEND(1N5 ADDED TENDONS WHEN MORE THAN TWO ARE PLACED IN (#if LOCATION /4 TAtEL CONTINUOUS \ TEMPERATURE TENDONS SEE PLAN', 14 w CONi1NIJOUS PROTECTION SLEEVE MIN SUP"I BARS CHAIR HEIGHT 12' TO 14' STRESS TAN 2' ANCHORAGE .'- SEE PIAN MIN \ CL �� CL 14 TItB CONTMUIOUS PROTECTION SLEEVE 10P BARS I � P/T SLAB -- e) h CHAR TYP CENTERLINE - SUPPORT BARS 0 42' D.C. MAX 1'-6' 1'-0' MIN \ - ;l SIPF`OPT +�` N L- 2 14 CONTINUOUS MINIMUM ANCHORAGE AND POCKET FORMER HONE DPfL1.Ed IN EDGE FORM --_ - - •�" -- Ut P BACI(-EJP BARS, TYP II,, ATTACHED TO EDGE NORM r , C IE g- - -- i-- 4'-0' FROM CEN (Ii SUPPORT — —`- P/T TENDON _PLASTIC PCICI(Ei F(xi11ER END CAP \-(HAIR WITH BA(It--UP BARS At 4�1P OC, MAX V c � i vv CONCRETE BEAM. TW-\ STAR PaS1EFK, TYP EIO110M RAP`. t. STRESSING END ANCHORAGE FIXED-END ANCHORAGE a ` 14 A CONTINUOUS •42' D.C. � m l _ MAX TTMERATURE SUPPORT BARS, TYP C _ a h w � NOh: L PLACE ANCHORS VERTICALLY IN SLABS GREAtER THAN OR EOUAL TO 7 NGL PLACE ANCHORS H(R110N1ALLY IN SLABS LESS THAN 7 INCH[!; THICK. Q N ANCHORAGES IN POST-TENSIONED CONCRETE SLAB TENDON / REBAR SUPPORT AT SLAB ENCAPSULATED SYSTEM ANCHORAGES _ _ =�`� x� A61 DDED TENDO _-_ „ (TYPICAL DETAIL) Sf.AlE NO SCALE - --- - - _ BE AAI N A;I - ,.-v� ,- (TYRCAIy (TTPICAL DETAIL) � f, N "'."'^" LEGIBILITY STRIP 10NIN 0 1 ¢ t e b 10 1 1 12 13 IA h 7 is IQ 20 21 22 23 24 ?a 2a �� iOSnT.1�. 29 29 Hn • tz f11 1 1 p1 NONE f 11'l0 1 , w..... 1/4 �t 1 u 1 TYP -EA SO IVP 5L BRACEowlWfIU 'GILL 1 1/1' CU55Ei PL 1/1 J / --� -- ✓ 3 a \ sit I \ \ I 1 �./� +tX UMN It ANGE I b`). SR COL STL BRACE GUSSET PLATE / x N, _3 "u• 1' GAJSSE T PI- ._ \ / i \ �• ,} ♦ i i �•1 iYP \ j % BEAM (TOP FLANGE) (� ,� r \ --iRAMf HE AM 5/16 -"T1ti \ 5/16 u k I `'� BEYEL FOR Gt00VT MELD 1 `� �.\ 5 6 � 3/6 �f \� 5/16 __.____ I r `--•--'----i _ __ I \ \ 14P WELDED_—� STI BM 1 I I'll Jill \ 3/® STL EEM LARGER2.OR -TOR+,[' \/ ♦ FLAKES CUNN �. '�'�1' - _-\ WILD ACCESS H401E _ 8' x 1' SOUARF -- 7' - F \ 3/8 _— - �• TO OVTRIAP BEAN (+/- 1/4') 0 j U 'tkt WLLU WASFfE�tS \ \ \ ( � — � \ - NIWifUHGNK; WEIU kE40VE BACK-tom � ` ` w7 � L �` "-'�"--� C 0.751b1 TO ibf, J//' MIN l 2 IYY I \ - rtANGE CUT, IYN BAR, GRIND WOIOIH r- q FOMIFORCE WITH 3/6' 4Th RADIUS AND WFLO MINMN14 fkLElJO. 14 31b1 (ti/- 112") HE AM f '-s- __r \ 1/2 // - - • I MAKE F.XA CIRCULAR y B AT NERVY SECTIGN`i, G,ilCA1P 1 AND GROUP S k(lf_EG SNAF'T.S CUTS A• SHOWN Al � 7/16 WELD ACCESS HOLES MUST It PREHEATED TO A MW�gMUU OF c \ / %[Lb ACCES° WAF 150F PRIOR TO THERMAL CUTTING, GRUUNU 10 SO(i TOP h BOTTOM BEAN _-- ?' x ?0' WIDE f '/T 1 1/16 V - M"OINCHES ( BRIGHT MEiAL). AND INSPECTED FOR CRACKS FLANGES, GRIND SMGOTM. i-El HATE PLATE i1/2 " T T / 1/T \ f i' BE AM NOTTOM f LANCE - A 1'• x 24" LONG EREL ION 6UA S / i \ / \ ; ( ) USING EITHER PENETRANT TESTING(PT) OR MAGNETIC TESTING (G7FtfO PARALLEL TO IM A490 HEADED AS REOU \ / 1 c^ \ \ / \ Ai HUk RGpS LITH / ' (M1) OPTIONALLY. WEIR ACG1S HOLES MAY MADE BY nANGFSI r,"CAI // \ y - I / \\ \ \ n, OWING AND SAW-CUTTING WITHOUT GRINDING, BUT PT Ok MT MIN EMBEDMENT I I I , r \ - 1 1/2• GUSSET PL OF THE CUT St1ETFACF 5 STILL REaJIRFD PLAN (TOP FLANGE) STL BRACE > \ IIEMUVE BACK UP r 3•,�...n 10'r--, 10' J" STL COL- \ \ 3/8 \ BAR,1 (1xtNE1+ ETC*T H _ \ , , r GUST PLATE 3/6 ;4 WELD ACCESS HOLE DETAIL / 4' REDUCED BEAM SECTION TYP BRACE FRAME CONN TYP BRACE FRAME CONN 2J TYP BRACE FRAME CONN WELD ACCESS HOLE AND BEAM COPE DETAIL_— - _ MOMENT CONNECTICN A k M. _. tit lf 1/2' STWFENER PLATE _ ir1- Ctd•Tl4u 11 PLA TL , SIL Cd - 1 I/2' (RUSSET PL EA SIDE OF WEB, TYP I 1 / ice• Sj6 reRiLER PLATE „urr t1ANGE WELD/l- �• 3 SIDES OF 5/1b I I '`� i i ) / �A PLATE TO I / i12' STIFFENER FL.A1E COILING TYP 5/16 / �, G SET STEEL / STI BRACE - I-� fX15SE1 Pt ATE �i � '• ,/♦ :� I aE. �ZC EA SIDE OF WEB I I ....�- \.,\ \ / \�\ •..-T � 1 sI[TEs oF\ 5/is 111 �` / / / GU`,SET TO�s/'6 I 1 s 1e ' \ / 1/4 V -— n cxFitss OR 3/e•wt. PLATE TO - / 1. STiFFLER, T1'Pj 5 f, I tZ, / / / \ CI LIMN. TYP 5/16 5/16 v ��' \ `\ �" / •\ \\' '� J .r,r / \ '� i STI W4E, TYP L GUSSET FILL GAP 5/16 - I \ \ / J 8 1 / r- STL BM PLATE, TYP / ,f-'�'r TGT, / / •� \ 1 1/2• GUSSET PL. TYP- \ / /. \ SAFFENE - 11 \ 3/B I1 \ / '\ / CONTINUITY Pt -- 5/16 y 4 PLACES TYP wfIDED I ` � „ (2) i"t HOLES i 1 i \ SJB BM CONN I = -_ \ \ _.--��._. __. _____ _ - C+ c3 ., THROUGH PLATE 1 5/16 III ✓ \ FRAME 4 (1)'t PLUG MELDS / AND WELLDED'TYP MOWN'COLUMN— \ I1 + / REO'D IF K TH OANESS 3/6' x J• SQUARE gi RAME iTEEL WELD WASH RS, TYP I)" �''� -. _ - - _._A__- -- -- --- - ! / --- -- ---- --- -- -_-_ ___ _- __. _- -- - - - ---._ ELEVATSHIOWNIONS 01. FARE DIVIDED 3/8 ' INTO' TWO PLATES -- TYP�---rr-- 71/2 iI if 3/8 / \ ATYR Aii' _ -_-s _- -_ WFB 2' x 20' MAGE 1/2 I ; / / / - / / STEEL LOW ROOF - TYP )PT'ONAL'i-- - DOUBLER P, STEEL BASE PLATE / i 1 ERECTION BOLTS_ 1/2 / / \ i12' STEEL STIFFENER PLATES \/ BEAM - � � AT CONTRACTOR'S OPTION -- ✓ �3� Q 4'/ I'll x 24' LONG 4S REOD 1 I / T� , / \ \ EA SIDE OF BEAM / Pt THICKNESS SHOWN ON - NOTE: "x' _ 2 cx r• SEI r A",TM A490 HEADED I / 1/2 = / `` MEB/GUSSET Pl. TYP / \ FRAME ELEVATIONS MAY BE / OF COLUMN PEP Alar. --✓✓ -- - W 1 DIVIDED INTO TWO ELATES MANUAL \ ti -•�,._ / 'TE DOUBLER PLATE SCHECjiE rNROD WITH MAIN INBCDMENT I I III III // �- 1 1/2• GUSSET Pl. t \'. \ KATE DOUBLER PL ON SIDE V, STL COL -- 1 / /� «r8 WMTNOUT BEAMS FRAMING MOMENT BEAM FRAMING UOUBLER PLATE kEOINFE L STL BRACE / CONTIN1,11TY tr - �� C tPL,,2MIN OR SC Isar r -„cN,,E) SEf rPAMF W1404 (END COLUMN) NONE Y 10' I 10' 3' - _ \ Nr/ \T`iR AT TOP k BOT +241[94 (INTERIOR COLINJN 1/2 PL C>ME SIDE ELEVATION EDGES Of E' E` ` PLAN DETAIL 11114 (END COLUMN) 1/2 PL ONE SIDE Q w3OxC( I N: 5/8' PL EACH SIDE TYP BRACE FRAME CONN TYP BRACE FRAME CONN TYP BRACE FRAME CONN �-� BRACE INTERSECTION AT LOW ROOF DOUBLER PLATE DETAIL " �` ' — - .,, SE;a.I A;� r. , ,:,,:.. - a.; •� :.•� (O MOMENT FRAME. �� uRl� 2 RI CAP PL THICKNESS SYMM ABOUT SYMM. ABOUT _ 'ONTNOTY PLATES FS. AND N`. / y RI R1Q' �RI RI 2 �� GREATER rOF TF1+1/4' !-CL COLUMN CL COLUMN T-\ -:` ( c GER OF TF1 OR TF2 SE CAR PL `� 25/53.3 Y I SEE , • i STEEL BRAC[ C F REMOVE M 4• MtN �J-- \FLANGE C P REMOVE,..-. M _ / \ / BACK-UP BAR$,, , I TO CCk 4' N. PLAN / 6�`alp 1 /4 ` > PAG;-UP AR: / V,C35 1/4 �j \ \\ f� //. \/ / ?• ” 3 =I F I �'z I �' z I 1/2 \ /\ \ ' 1 1/2' GUSSET PLATE _.Tl FOR �N+ECnQN I '"- I FOR CONVECTION 1 T ---_ b� _ SEE TYPICAL 'MELS` Lim / �} � I ✓_ ! - - __ - - _ 9 ACCESS HOLE AND O o SEE TYPICAL ✓ I ry 12 22 / `.� \ l I ( I ACCESS HOLE: AN' \f ( S33 VERIFY 2 5/'16 --'- - - - - ,� /\ I TYP TYP ORIENTATION N11H / ♦ ( i i-- tSfAM COPE UETAII' - --� i ' iEAM COPE DIET, / \ I PLAN -----�T - I C / SEE / — PIAN -- ---.... r-�--- Tr--ter / ! -FRAME BEAM FRAU SIE AM ( 'J a'-o• ♦ �.� -� SEE ELEVATION - I `/ SEE EtEvanC�*+ {}1\~�y \ 6. 0 �/. SHEAR TAB Tw -ERECTION PLATES AND T. -� TYP AT' \ ! i \\ ` TO COLUMN' STEEL FABRICATOR i0 COLUMN., / S BOLTS AS fREO�D BY St+FAk TAB \-- SHEAR TAB TiiICKNE � � `� = BEAM TW +1/4' v J Y,✓ CP. TYP�}--�`y _ \\��(?) 1'♦ RS25x -`P TYR\ - -- - w AT BEAM TO COLUMN! \ BOLTS, AIN ATT �GLUMN.'�---► BOLTS►IN25x ( SW+6fi, FR COLUMNS' ELEVATION r "'F'-Y P ATPS FS AND NS FRAME C'aEnINN ELEVATION Q 0 11 21 m ( 34 / � ---- --- -- ---1 SEE ELEVATION ��`� r SEE ELEVATION-� 53.3 S3.3 VERU Y i,rA 2 / \ I r 53.3 �E{� I A # OF t OF iF2 tSEE �1,. JN PLAN THUS - �1►TYP lYF M+TVERO Y N WITH J GRADE ETF.1A1 STFr PL 1/2` FA SNIT 1' X 36' x 20' STEEL EMBED PL / E PLANS �T PLAIT W/(15) 3/4'.HS x 6• LONG FRAME B M TO C 0 L FLANGE FRAME BEAM TO COLUMN DOUBLER PLATE NOT SHOWN � R CE FRAME ELEV BF-1 32 BRACE FRAME ELEV BF-2 ATR-a Tom, WAY CONN TOP OF COLUMN FLANGE CONNECTION FOR CLARITY, SEE 25/S3.3 p . _- -_ — - - _ ( _ ) _ V BRACE AT GRADE BEAM � __-- ( _—___—_-- ) � Z c A,, V. SCALE: f v e a .Ail ._ ,. 7 SEF NOTES\ RIC' 2 RI 14,DE n. 55/53.3 /------ RI RI I 2 I RI 2� CALe v Cr) ;TL WEAR PLATT - ;^-i' xifi' MADE _ 2 2 SEE / 5/8' STL SHEAR PLATE' STEEL PLATE O TOP - --- PLAN ---- - - _ � WHISKS •D' 27' (IFF MORE AND BOTTOM FLANGE � Q 24 v I I m SLOT BEAM MIE6 Ii I � ✓TDF R BOT' SEE TYPICAL I I g/18 XS. 4 12 22 BOLT SCHEDULE �-DIIHICK ESSAAS�EL 5/t6 - LANCE I Pv53.3 VERIFY COL BEAM FLANt� 1/2` STEEL PLATT MEB T S 23 I J/ TVP TYP ORIENTATION WITH -�t- sn eM g/t6 6 _ ST1FIt - RE NOTED N w m r S3.S TYP SEL /�+ / STRUCTURAL DETAILS. tr m N PIAN 1\ STL BM - SHEAR 6+b} 2 / _a Fn AiE _ - 1/2' STEEL PLATE GIRDER l �• L) d -x 2 ��ry TYP / WEB M o 10-O• �� 6'-0 b+lDr 1/4 iTYp1/4 - STEEL -EXTEND WEB STIFFENERS 2 i / I yah I r- PLATE v� TO BOTTOM FLANGE AM' 11 3 c I \\ / I .� I �- -�` 1 -C- WELD BOTH SUES W/ 1 J 5/16•STIFFENERS MELD F'pt VERIFY COL 34 --- WEB STIFFENERS AT ` TYP TYR ORIENTATION Ung ( // A 1 / � S3.J _ ORDER BEARING POINTS 41 BRACE FRAME ELEV (BF- T BRACE FRAME ELEV (BF-4) „ BRACE i RAME ELEV BF-5) BRACE FRAME ELEV BF-6 ,5 MOMENT CONN - STL BM TO STL BM STEEL PLATE GIRDER � 53 S _,--_ -- - SS 3 ----- - -•---- S3 3 _- - -- - ____.-__.------ 5,1.3 ---- — _.. �_"' ..-._- ». :GALE SCALE. NO SCALE al I - AI E. NO; +, n r,i ii ALE i/4 2' WILD WL IT2 OE' MELD "SIZE 1/2_f_�_\ ^ d PL TO FLANGES CONTINUITY TIN) T1PICAL> nNli1iYPRT� MtM }----f 1/4 T' c v ) FVLL PEN PINS hMI�S� WELD 70P IN DETAIL 55 3.S\ \ \ TOP h E)OT, 1/4 1/2 STEEL 10151 1 2' MAXBOTTOM --- 5 -�j� �EE�� MAX -� "YPICAL, A iYfMGAL• I A - -- - - - TINNEW �Z CP iLX' R BOTTOM FIANCE Li1Rl6/ V REMOVE BAp UP BAR, BACK COUOf STEEL Of AM 5/8' STEEL PLATE TO S1EEl BEAM ANO Rf WFID. REMCAI Rl1NOfT' TABS ANO (� \ SLOpp 1T)MA MATCH STEAM FLAME WIDTH. -STEEL COLUMN MATCH - -� - GRIND SMOOTH. WE P DAMS SHALL NOT ROp �piE -- S1W1 Pt i0 MATCH RANGE NOTCH AT BEAM WEB — s� BF USED S1EEl COLUMN THONESS(FA SOF • / / IF-SNAP[) - `` —- -- SHEAR PLATE -- -- I - --�---- - SHE PLATT - THMCKNE'S TO STEEL CONTIRIITY PLATES TO SEE 55/53.3 O MATCH BEAM WEB (5/6 111 MATCH BEAM FLANGE THICKNESS (1/2' MMUM) AT I.FVEL OF 11 O � �"r 4 FULL WIDTH OF AM COIL NCFIANGE li PIATES�11N1 lT - Sfif-L WELD J SIDES WELD I WELD 3 SLOES WELD t I KAM TMCKNESS �1//16' LESS THAN / I / EACH SIDE as WTP TYPICAL THICKNESS 1 6`LESS THAN,- --•--. ' ( SEE 55/ - SHEAR PLAIT THICKNESS/ // SHEAR PLATE THICKNESS/ I fff WELD PICKNSS NEARESI 4 �� ---- I/1F" LARGER THAN 1/2 / THAN 1 50.6EAM STEEL BEAM 1'-0' 1/2' ;NEAR PLATC IHICKESS - 'fes lylrl;LM�ATER WELD THICKNESS 3/8' STEEL SHEAR PLATT STEEL HEAM 1 SFI a tYKAM COPE RADIUS AT 51EE1 BEAM FOR SIZE,FOR SIZL, TYPE AND NUMBER OF OF BOLTS,iSEE TYPICAL BOLYPE. AM T F r5 STIFFENER PLATT c, Q .dl BOLTS SFE iYPICAI BOLT SCHEDULT I_ 1, -� r Nf n1'I f MOMENT CONN - STEEL BEAM MOMENT CONN - STEEL. BEAM PLATE GIRDER AT TAPERED END BEAM SPLICE DETAIL — BM / BM CONN @ DEPRESSED BM JST / BM CONN @ DEPRESSED BM TO WIDE FLANGE COL - TO WIDE FL/I%�� E CUL_ - - -- SCALE NO SCALE SCALE' NO 9CALF N I NO SCALE SCALE: NO SCALE SL.AI v SCALE E LEGIBILITY STRIP Cm 0 2 3 a g A 10 11 12 13 l4 0 '7 is 19 20 �1 22 23 20 2R 2r. Qi•IT•I.., ,2 YrcY�� ( 11 ' NOMI Hyl0a ...L IAIAIA I d�l� � �LtltJ�111�.UJ ld1 1 ' ,daLl dEJ.td1,+ + 1 1 (r7 a "9 .y frralwa.y,. .. ,M..,nWilMrN1vM .. 1,a`. ...c -.. .,. ; _ .v.,•..,.b,<. ..ronrt,ry•ro-..p,..a-.D.W'v :�N n+°'.:.9.T .m�""p�wem�;?,. r+"-d,.er. s w, �. a n ,:, ., ». .,,. _.. - 11 -Q- BLDG EXP JT iI - NEW STEEL BEAM [/T ;I AH SN l MAN -- W .'LL STELL ANU I WLLD CUMMI L HON / 1 k XI' JT ---LDG 1--- _ (1) SNE ARM 1/4"XI`xl'.S' �� NOT NE MADE UNTIL THE LAST N CONTINU(k1S I-4 (ONE EA SIDE OF BEAM WEB) NASf OF CONSTRUCTION REIN( SIAS-OM-GRADE _._ AN(Af 4X4X3/8 WITH- CONCRETE SLAB SEE PIAN -------- -- 1•.4' "MALL - �WM (f0) S/a-� Ba TS _ -- --__ _ � t/2• X(b' 1t5 016" oC } ---- _._ I --- /- REMOVE WAIL STILE) STRUCTURE 1 'II M ABOVE TOP Gf FIgS11NG BEAM i 1 � Pl 1/2' X 5' X 2'-U', ABOVE AND BELOW t.HixtD STEEL -N160t6• U(:STRAND W/O DRAPtlk i' +.i w IPIP O I TYP 1/4 PFR MAN --- ATTIL Of BEAM SECTION. '_`.y-�'�" Hd81 EACH FACE _ I L— z F•-36 KIPS 10:» V�RT TEACH FACE .S�EXISTING ROOF DECK Is Nl;Hf i' UkAIJINEW METAL CUT BAC( TO CENTER __ VERT WAIL REINF / r'ACREiENT`.,ROOF DECK LINE Of EXISTING [#AM _ p4 2' 6" GOMCLS 10 MATCH ;r 2'_6• - CONCRETE SLAft M WALL SEE FtE/W5 �1• l — wHEr(E sE+owl, • gel - — /� e t 3/18 2-12 - T„ 1 • 16" UC ( /`-kJ EXTERIOR PAViFIC I j ON PIAN \ c+ ---•<T/gyp 3/16 2-1P \ ~ `• M BENT M 3/16 X 3' VERT IN 7IE5 _. DRAINAGE MAT 1-- - - --_f \ \ _. _ _ _- • X 12" HORIZ x 0'-3"LONG AT EA STUD- AT 66 OC < t l W/ 010 SCREW AT EA STUD, TYP - - !' PVC WEEPS -- ______-._- ----- A R TX A' i EXISTNC BEA►, 3 n BOTTOM � -� a p4 AT ,�' a, e 4'-o• oc HOCK INTO CONCRETE TE sL AB _� � .a, CxISTN(' 1/2- STEEL EWE.D PLATE TO REMAIN 4' X 18 GA STUDS STffl COLUMN x7" K16' LONG WITH 3 3%4'I - Ii EO of r AT 18" OC x5' HS Ai Y OC CENTERED ON_..� _ �`- -•_-• - / / -[�----_-- "• p4 NO(tIIGMTNS _3/16 2-11 TYP [ ALONG Fl1Ll�lfNC1H (lF BEAM _ �....- .—.__.__ -._.- -1,- , _-- -- -- - s, Hy 15' rK 3/16ANS AT 48' OC 2-12 \\ -- AI LOCATION SHOWN ON PIAN ^ ♦ I aTFRN?TF FIENDS ;�itETF FOOTING - BENT R J/16 x 3' VERT _• Ex15TING SLOPING EKISIING NAS(xikY WAIL 1 2-X7-X4- LLH STEEL V - CONTINUOUS 1/2' STEEL fMHED 1 o X t2- HORI2 X 0'-3" LONG Al EA STUD -- WALL STUD 1 W/ 010 SCREW AT EA STUD, TYP ANLA x15' LONG ED -MALE T 3/4'4 TT HS Ai 3' IA' C)( TOP t BOTTOM S1/1O.GEkED Ilk LAp1 BEAM EMBED 1 18 r- - .r 01 a 12' OC i \ -- 4- x 18 GA STUDS S/16 ------ AT 16' OC / '• • '-°� CONCRETE SLAB AT CONCRETE NE FRAMING AT EXISTING ROOF BEAM EXTENSION AT EXIST ROOF f EMBED CONNECTION AT PT SLAB CONC WALL FNDN STEM WALL AND FOOTING _ _ _ _ �O NG SCALE: h. SCALE - `;3 4 -_ -- 14 16 1 - S .4 - 3.4 Nl NO SCN.I .�/vl NU .I Alk NO ';CA[E St�_ON-GRA DO NOT APPLY CON;TRUCTiON SEE PLAN LOAD TO t1N`,HORt.D to SLAB ---06 O 10" OC UNTIL M CONCRETE REACHES MASONRY L I N T L L S C H E D U L L fl1Ll DESIGN STRENGTH. r ME IAL [x21vF AtSIE METAL DRIVE AISLE MAX LOAD - 100 PS•. -05 O 16' OC CLEARANCE SIGN �� S�N1 2- FKP JT V EXTEND WAIL 11F__-_ - - BOND BM SHEAR 2' EXP JT i EXTEND WAIL UP TO FORM CURB WNL_ TU FORM CURB WALL C) — ---- — ------ { MARK DEPTH REMARK: ----, ! °D TOC O REINF RELINE --_._. _-_-_---.___ i r WNF:N NOT AT GkIVE AISLE i YMEN NOT AT DRIVE AISLE A.IP DOWEL O 30" 0( / EXPANSION JOINT AND COVER- r ROADWAY - SEE Y + - EXPANSION JOINT AND COVER r' '-'- - � r 14 Y - - --------- T, ARCH DRAWINGS M-� � -4' 2 #6 - CONCRE TF APRON � I P/T DECK OVER BEAM--� i - I / P,T DECX OVER BEAM - NOTE: DO NOT BACKFILL \ A'PHAL T PAYIk \ H x�2'-6' M-3 2'--0" 2 #6 WALLS UNTIL LID SLAB is IN 016' OC EACH MACE. SIDE ---' - --J I — -- -- , LJ 14 AIB- OC x 24 1 \ : 304 cUrNnkuuus /'--.CLp 3-0'---- / 05 0 12" OC HORN% NOTE: 05 0 u" Hx HORI2 I 06 O 12' OC -i - - j' TOP AND BOTTOM (, 1 USE LINTEL M-2 ALL OPENINGS <4'-O" AND M-3 FUR II - 06 0 12" OC VERT ALL. OPENINGS <6'-8• NIDE UNLES:i OTHERWISE NOTED 0e a 12' OC VERT / j I 05 0 16' OM /� ROP AND BOTTOM ui 2. WHERE LINTEL IS NOTED AS SIMILAR, PROVIDE BOND 2- r-D, 04 AT 16' A cr- EMI3ED PLATES AND - i 1`.ri. •�,°° BEAM AND REINFORCING PER SCHEDULE AT WELDED STEEL ANGLE CONN— \ I aP cDNc BEAM � Eaa+ w` \4�••b�_•S 2- I< �'a y. TOF AND BOTTOM OF LINTEL. WHERE OCCURS - SEE PLAN BETWEEN CP CONC PIERS 6, W/ (3) 07 TOP AND BOTTOM-� \ O 0,• �o I CONT ACROSS CONC PEER; I >;? •��•• t,°' : ;; . . 3 BOND BEAM REINFORCING SHALL BE CONTINUOUS, 04 AT 16' OC J I AND 04 TPS 0 6' OC a EACH WAY '� WA EkPR(N)F•k AND �•, � ( WITHOUT SPLICES. �•+� •� ��' 1'-0' T EA P PRECAST CC PIER j AT EA PRECAST COLUMN ' 1 # T0. aogp _- ,r- DRAINAGE f'ABRt[ W' 6 VERT RE[NF •p TYP 0•• .t /f / LE l6 •b0 S° DOWEL TO MATCH WALL REINF 0d DOWEL TO MATCH WALL REINF DOWELED INTO PILE CAP EXTERIOR e�l W/ STP HOOK 0 TOP x BEAM \�� Y•'�JOt�,•b WALL SPIJCE LENGTH PER TABLE. 53.0 ,�•�o °•Q_ 5F LICE LENGTH PER TABLE, 53.0 MA 03 TiES O 5. OC s Y `'f ' • NOTE PRECAST CONCRETE C0114MN p••� �•°� /� PRECAST CONCRETE COLUMN °�f• �Cs 1 PROVIDE SHORING UNDER BEAM 6" s• FOR A MINIMUM OF 7 DAYS CON(.•RETE APRON • AFTER GROUTING I 6' SL.AB-'ON-GRADE IMTN- CONCRETE APRON- i /5 O t6' OC EA WAY ,RANULAR BACK FILL-- 6- CONIC STAB-ON-GRA 2. MONOLITHICALLY GROUT BOND ASPHALT PAVING- k -1-/4 WHERE ASPHALT PAVING----� I W/ 04 AT 16' OC BEAM ANG ALL CELLS SOLID. GROUTING 6" CONTINUOUS ^I Li..l fl SHEAR RENf REVD -- EACH WAY I SHALL HAVE O VERTICAL OR �- i►LXN DRAW - L WATERFROOFING, TYP -� ' J06 AT 12'OC HORIZONTAL COLD JOINTS FULL HEIGHT -�` ----_ - - - -_ •� � •• AND LENGTH (1F LINTEL MCLUDING I _CUT OUT TOP -r END BEARINGS 4' OF WEBS TIE BEAM TIE BEAM UNTINUt)US f(X1NDA1k1N DRAIN I •! 0 TOP OF COURSE I I - Q 304 3. MECHANICALLY VIBRAiC CtOLI1 WATERPROOFING AND FA SDE OF TiINNCL i CONTINU(x15 - �- � -`-- ` .�r-= -- • SHEAR REINF _ 4 SEE TYPICAL MAS(]tHPY -- - ( 0 DRAINAGE FABRIC 4' 7 COI: v WHERE MVOICATED 4 7 CONT L o l BEAM/IJNTF' BEARING DETAIL I �j HOOK AROUND Y �i i 04 O 16 OC I I FOR BEAUTY, K HORIZ STl T "I I i 5. HORIZONTAL REINFORCEMINT I i TOP et BOTT N (2) /1 CONi I I ♦) COn SHALL NOT BE SPLICED �- �-CMU OPEN END UNITS - �" - �' • Q I I I I (4) d7 CONT PILE CAP I r - I ) ( GR AA BEAM I 0" WHERE SH)WN ON PLAN I ( i -I—- _J /4 TIES A T F' O C --- ---J -- - -- - --r ! ,ri w Z I I I I Q 0 (::D 4'-6" -,E �Af --- i GRADE BEAM-' PILE -AP -� • EOTT FILE CAP SEE PLANS PILE -_�`•C.7 rte.J -- �v _- Q BOND BM W/ REINF f'\/ TUNNEL SECTION SEE PLANS or- TYF� MAS BM/LINTEL DET GARAGE BASEMENT RETAINING WALL GARAGE BASEMENT RETAINING WALL � z LE "34 ` NO SCA[' x - r.;, SCALE Alk. h,_ a;l --- -- Ir—� T 9" 12 3/4" CHAMFER V T = 3/4- CHAMFER W I 10' 3/4" CHAMFER -. 2• All EXPOSED EDGES o r ALL EXPOSED EDGES i 2' CLR Tyr ALL EXPOSED [DOES low El TOW EL • 2" CTR TYP 1 c ANS `SITf�LAN + r R CLANS 2 -- -- - - - pS O 16 0'-C SKYLIGHT NTH CONNECTION _ 04 O 12 OC /5 O 16 OC o NON LXPANSNT--- "` HORN EA FACE TO HSS BEAM BY SKYLIGHT MFR o NON EXPANSIVE -� 14!x211 o NON EXPANSIVE NORIZ EA FACE I \ •-1 BACKFILL \X I BACKFILL . ! BACKFILL - 04 O IB' CIC -- /6 O 12' OC - 08 O 11 OC VERT 5 VERT EA TACE x V[RT EACH FACE - 51 � � 2" 3• 3' SKYLIGHT MiH CONNECTION \ 2 - 3/4 0 3 - 3/4' • ROLIS FINGER TO HSS BEAM BY SKYLIGHT MFR SL5 ` o �I THRU-BCT - SFT TIGHT AND JAMB THREADS, ' kn = IN EPDXY. 4' OC N IN 3' HORII SLOT DRAINAGE MAT x HORIZONTALLY DRNNA(T MAi - --CONC WAIL " DRAINAGE MAT CONC WALL n CONC WNL - _ --- ----_-_-_ + i x 2` DIA PVC WF EV5 DIA PVC WEEPS 2' D14 PVC WEEPS cr 0 4`-0' 0( DOWELS TO MATCH 'ART REiNF I •� "� - { O i-0' OC DOWELS TO MATCH VERT REINF 0 4'-0' OC �-DOWELS TO MATH VERT RENT �I �- I I --HSS BEAMS PE' F, ¢ U L) CONC ! - a CONC -- FTG 5-0' -9' o AL AROUND AT $ O m I� SKYLIIJH SUPPORT TIP. V-0" _� FTG 4`-6" 1-0" 'o T () Q - - ,r--_-_--- _-�- m -- M o wr6X2o. COPE AT HSS BEAM ALL AROUND _ LY _ - a r SKYLIGHT SUPPORT CURB V• �.-�-�_J 1 � � of ^r 3 ° BEAM BOTTOM fIAN(f MITER AND WELD CORNERS O BE AM 35 .� ---- • - 4 - 3/4- I EPDXY --EXIST MA91NRY A+1'IVF S3 5 MTH FULL PENETRATION BEVEL WELD M __ 4 /L WAIL (10) 06 CONT HOR11(INTNlr V DOUBLE ANaF BRACING ) i O Bt-Am 3, BETWEEN SKYLIGHT SUPPORT POSTS u r (6) 05 CONT NOTE. GROUT WA(L. I f 07 0 11" OC BE 535 � S1 ' 14 O .8` OC • \ AT BOLTS PRIOR CJP� _ i i i !' CI_P -WITH 5TD NOOK EA END (3) C(I2T 3' up 114 O tO" OC 3' CIR - TO INSTALLATION NSS SKYLIGHT SUPPORT POST TYF: _ I r,,IS I /a rnNT SPACE AT 5'-0' MAX SPACING G I I TYP 1} TYP CANTILEVERED CONC RET WALL -� TYP CANTILEVERED CONC. RET WALL TYP CANTILEVERED CONC REIT WALL 4, BM TO MASONRY WALL AT EXP JOINT SEE SI(YlKi1T DETAIL 54/53, o . \J Tyv a' W, itALi SCALE: NU `_;.a-E (4'-0" <Ni < 8' 0'' SCALE: NO SCALE (d'-0' < HT < 12'-O- SONE NO St At[ ^ 1/4 6• - / HS512Xc6Xc3/6 CROSS BEAM;, ' SEE ARCH 4'-0' 3/4" CHAMFER ;RIh/ I I I I AT SIOREFRONT MULLIONS ' MAX UNIFORM LOAD TO o V 2• CLR ALL EXPOSED EDGES vv S/t6 I I I SEE AR H ELEVATION OONEFOR � ul ED(E. OVERHANG - 500 PLF --� I.F. TOW E i� PER FnOT 0 'yq 3/16 /3 EDGES OF �/1"Ott - ME STUD. SLAB-ON-GRADE GLA WHERE - - ----- I 3/16 PLATE TO BEAM I I rl: JOIST TOP CHORD EXTENSION OCCURS c+ NON EXPANSIVE�- �Z 12 D( (WTO X 12 BEAM O SIM) ( I I SEE PLAN INZ' Ix - _ I I -` BACKFILL N HA2• s IMt AR TO riT JCISi META R(XV DICK FULL HEIGHT ,TEEN MSS i;OLU1Iv', - -- /5 O 15' OC � � - VERT BEARING DETAIL I I I SEL FOUNDATION ST PIAN [- P � / I DPAINAGF MAT - ,\ CGNC WNL `+ 3/18 3-12 I I n iyP JOIST --- I 2' DIA PVC MFFPS z TYP Ex1ERIOR - ! -BEARING DETAIL STEEL RIAM _ -- -- 0 4'-0" Tx \ �-SEE TYP SPI I(x TARIf FOR SPLICE LENGTH EtN,f iJE1AIL O I? t'�6' • • • • I -- 4 O 6' OC - EXTERIOR PAVING, �J I I I _ 0 �.� _ jT I EACH BOTTOM AY - STEEL JOIST (STEEL BEAM STEEL CN/VrNkl I I a COAG-- 1 ---- 0 SIM) ABOVE AND BELOW I I C CONSTRUCTION JOINT FTG 3�• L b 1 STEEL BEAM c EL CRAVE BEM[ " 1 STEEL BEAM WITH -- - -- ( y H __ _-1 ( • • • • SEE PLAN ------ tY�ir• ' �� 3/6' STFTENFR PLATES FA SIDE _) _ � I I I I td' OC tLOS0A1tADE BEAM/ -' - ` ( ( >n 4 I AT EA SKYLIGHT SUPPORT POST L B" x 6` x 1/2' ( I V f„4 PBE CAP X I I PILE CAP _ EAND AN THEA J015T CHORD X CIOLUMI MTN I I Ci TYP•EACN CQ UMN BEYOND OC VERT Q r --1 I 1' CLR (5) 05 CONT PROPERTY LINE RETAINING WALL SECTION AT SKYLIGHT SECTION AT SKYLIGHT 4 : � ; 6A v u l wT c�,I F ^ k �lAl[ NO S(.NE LLOIBiLITY STRIP C) 3 a s. , _, , Ih I'7 Ie IQ 20 21 2P 23 14 25 214 27 2H • Ir' G y mo MI• 100 , a .. - oil . CONTNIl10US 1/4- - STEEL GIHGEk BLARING ANGIt BENE PLATE BUTT S-ELANMIS JOINT EXPAN'40h .A4N1 ` 7' X 7' X 1/2' r 12. IONGr StEEI GIRDER BRG AO0VT FUUY WELDED BUTT -- _ "'I Of ARM SHOE SEC: FLAN WITH 1 1 SIN (AN',J I AT -2 J/4" BOE 15 JGiST BEARING SHOE r x rx 1 `� a 4 AT 11011ENT SPLICE JOINTS / ' /2" z COLUMN WIDTH „- WITH BOLTED COCIECTION AT GOLEllr1 NTH 1/ ,T*FLNER t,Il i' _ ( � / 4` • F11t I`. -- - - 1 1' SILUC N7 A 3 f WHERE OCCURS AT CI I/1 t-�- -'\ONAAK CQINNI �PLAN V Jt;l 3/16 3 3/16 (CONCRETE17AL OVER-____ 3/16 �— x 3'-0' A706 1/2' SIM CAP-- '/4 SEE FLAN CONIINJOU, � /4. `- -r' . MEAL DECK N 1/4 LII O 2' -0 OC -----.^.__.PLATE - - 1 -_.- / -?' W/FU JOINWEIDFD BUII STEEL `\\ - r- L�Ie, - - �• * COLUMN 'rr� COL UNN TYP EACIi`. 5/16 , SIDE (>s �- ! �— + S 16 2' I/1 I _ ► _ Q 3 I 1/4 1/4 �' S/18 r I I/1 J0151 CIF!OER 1COLl STILLN WIDTH 4 1' 1/ - �� IR TYP ?I' LSI - _ I B-.F i 3/16 3-12 -- / I 1' TYP 3/18 EA (12' O 9M) I 1 I END TYP Ili BEAM Ilk 1 STEEL ANGLE l_ STEEL --� / I 6' I L PLATE ORDER BRACING - — - - -= BE-AM 8' ° J 4' X 4- X 1/4' • 8_O'OCMAX - - 7• XrX1/?' XIZ' --./ - I 6' \ ., LONG WITH 1/2' STIFFENER 3/4' 5TABUZER ' J GUSSET AT CENtERLNE rt -"� PLATT 1W TYP EACH 'J . COLUMN STEEL \ ,\ 3/4" STEEL J(XST �� CCOI 3/16 ORDER STABILIZER PLATE - M;., ---CONTINUOUS t/4 14MFY REQUIREMENTS �- STEEL JOIST `- --- - I/1' BENT STEEL � NTH J(X';T AW"IER GIRXR OR BEAM 1 F'LAn 3/16 2-1. DECK EDGE AT ROOF t2 FLOOR FRAMING AT EXPANSION JOINT JOIST GIRDER I WF AT COLUMN ROOF FRAMING AT EXP. JOINT t5 JOIST GIRDERS AT STEEL COLUMNS EXTERIOR COLUMNS SCALE NOT ,O SCALE -- - - _ -s---- e— SCALE. NOT TO SCALE 5 ALE: NOT TO SCALE 140T TO SCALI -- 3/16 L 2 2 - 12 3/8' STIFFENER PIATk -. 3,16 L.12-'-'-12 STEEL SPAN/] MINIMUM ik(a/ COLUMN - -� �\ EACH F_ND OC GNADE BEAM 3 SIDES. 3/16 12'OC J ?' �?� LAI' IINt ML IAL MAX SPACING - 51EE1 tai 3/16 ROOT PECK TYP 5/8 'f- TEEL SHIM PLATES DECK COLUMN GAGE EXISTING METAL L 4' X 4' X 1/4' 5 REQUIRED - DO \— _ �-ROOF DECK METAL DECK 1 1/2' CONT /� 2• - T BEAR ON COLUMN Ow \ - 3' 4' � ) STEEL SPLICE ~ 1• � _ PL I/I' R G A MUNI f) i TS NlA1E - SFC -3/4' a A325N I - r - W/ 1/?' THREADED R0E1 - - - \ 6' ClR FROM REINFORCING, LONGITUDINAL. -7j 3/8" STIFFENER PLATE 3/16 4• WELDED O 32' OC, 2' 1• TOP ANp BOTTOM I PEtNFORCING 1 4 - - STELE SPLICE - SCHEDl1LE - --- I AN 3' X 3' x 1/4- 1/4 6' W/ FPOxr ?• - I I _n COLUMN 1 3/16 �3 SIDES 'k - El I; SCHEDULEPLATE - SFE 1 I AS f WEIDE.4?"M TO SUPPOR AND 9rn� 1 1 3/16 STEEL BEAM--� 4' y PIPE _. , /1. -- SLEEVE �" T�^ - STEL i Cy( M. - 3/16 1/2' X 8" S0. 5/1 j ---EXISTING STEEL STEEL t/4 4'-D' tYP STEEL NEB 8 J� 1 1/2• \ BE BEAM 6' CONNECTION STEEL SPLICE PLATE SCHEDULE Z -- WT 5 x 16. PLATT r� _ .- NO. OF � � 6' a PINE MAXIMUM - �/16 V COPED BELOW BEAM - _ _ _ '-- �--EtOS1ING STEEL FLANGE 2' SIZE OF LARGER 1 e A325N PLATE PIPE TO CLEAR SLEEVE BY �+r+ �� COLUMN 9%Is EACH THICKNESS 1/2' ALL. AROUND ;TTIL BEAM FLANGE (8) 3/4' a THREADED / W 11 x 455 AN OVER 16 3/4' WT 5 x 18 EXISTING STEEL ROD (4 LA SIDE OF WT Va) / -T— W 14 x 145 TO 428 - 16 - 5/8' COLUMN EMBED 6' IN EXISTING NTH»»>/// EXISTING MASONR` ' W 11 x 43 10 132 12 1 '2` CONCJRETE FIELD CUT STEEL DECK TO CLEAR W MA.ONRY WALT WITH WALL TOP OF STEEL - - --/ \ COLUMN PROVIDE AND INSTALL SHEET W 11 x 210 i0 336 16 5/8. GRAD( BF AM - 561E ��DOME PS EACH --METAL FILLERS, FLASHING CLO OQF�, 3/16 UR�� FPl1xr ADHESIVE OF FLOOR RFtOW W 12X40 TO i80 12- 1/2' --- � �� 3/16 3 w 10 r *+ TO 112 12 1 ?'-- NEED N PLACE REQUIRED. TACK NOTE: GROUT WALL AT BOLT; PRIOR TO EPDXY BOLT INSTALLATION W 67 12 1/2* NEW BEAM AT EXIST BEAM/COLUMN 22 NEW BEAM AT EXIST BEAM 23 A , S PARAPET 24 STEEL COLUMN SPLICE _ 25 PIPE THROUGH GRADE BEAM DECK FRAMING AROUND STEEL COL. � _ - -- _ • 53.5 _ __- ----- ---- 53.5 ---------- - SCALE NOT TO SCALE SCALE: NOT TO SCALk SCALE: NOT TO SCALE ALL: 140T TO SCALE SCALE Nui IU _ 35 CAIE NOT TO ua,, - -- - j 2'-4" HSS 1—i C.P, MIiERED\ _- - I , �1/4 OR TO HSS �J CORNERS BE Of --_--- ANGLE STRUTS- I 1 / --SKYUGHT SUPPORT TYPICAL G -- -- /MSS�so ANO BRACES 1 :'1 /4 OR HSS SEE DETAIL 1 I I I I I HSS 12 X 6 X 1/2 �S7 1 HSS SKYLIGHT 1/4 l/ �1YP i 1i i 1 I ABOVEAND BELOW \ J 1/4 GUSSET PL 32 1 - -------------- I FOR GUSSET PLATE SUPPORT BEAMS 3/16 3-12 r- 535 I i I 1 111" ON ONE SIDE ONIr I i/4 TO H BEAN i - /16 3-12 I - -- i I 1 - STEEL CHANNEL \ I I / I SKYLIGHTUPT ALLOWABLE LATERAL BRACE LOAD 3' 1 /4 \- / - - - - - - FOR STOREFRONT - 450 PLF - -'- - - (MSS MNG GIRT IS NOT DESIGNED TO 5/8 1 I------------------+ I ABOVE AND BELOW , JL 3• X 3' X 1 '4' MTN - - - - - SUPPORT SAM EXISTING ROOF DECK - , I o I I I I I ? 3/8" SPACER AT 4'-0" CUT BACK 70 CENTER uj STEEL BEAM I/// 1 ( ' I I i 1/1 I I MAX SPACING --- - - - - - - RESIST GRAVITY LOADS) By AND LOMECn01 ME TAI k00F DECK !R I 1 ,/4 IL rL LINE OF EXISTING. BEAM - - HSS COLUMN 1 1 I TYP BEAM/COIL - I I / I V, TYP OF 4 _\ i I i i i NOF�PIAFS J0 1 1 2' FOR GUSSET PLATE ON 4 I CONNECTION /' w I 1 i I 1/4 I I 1/4 I I IS AND FS 1/4 ONE 90t ONLY F 1 /I i/4 OF PLATE —' HSS COLUMN- I I I I o I I 1 3/16 3-12 , 4 I - 5/4'GUST T PLATE / 30' TYP OF 4 - m 1 I I 1 3/16 3-12 TYP / 1/4 /' % STIFFENER PL 3/8' X 4' S15 AND FS V J I I I i i i 1/4 STEEL BEAM STIFFENER R 3/B' x 4'-� 1 i12• I 1/4 OF PLA 7E - 1 I EXISTING BEAM AB0 OVE ANDSTEEL BELOWI 5" UNO I ' I /ANNEL J/4' GUSSET TO RC MAIN i I �� 1 j PLATE Y I I MSS HAND qRi - / jf J ) L 3' X 3" x 3/8" X 0'-6' / I I 91 i i 1 I j 1/4 __--_-- - _- ---- `. / i/4 - CONT BETWEEN COLIWLNS i/ 1/4 1' REiUR / / I 1 1 1 W Z C I I 1 ---- - ------ I I BEAM Q EA END 3/16 - 1 1 1 3/16 / Q --------}------- i 3/8' STIFFENER PLATE 3 SIDES ii r--_ I---� NS AND FS OF BEAM WT8 3/16 TYP �- SKYLIGHT SUPPORT POST J L J' x 3" X 1/4" STRUTS I 1 I I I Jl J• X 3" X I/4' OATH AND BRACES, 4 SIDES OF -� L___ 3/6' SPACER AT 4'-0- COLUMN GROUP n- - �_ 3�1 Q COPE HORIZ LEC 0 COL TYP 16 �'-�� L n „ NEW DECK AT EXISTING BM 32 STEEL BEAM AT TRUSSED COLUMN_ „ STEEL BEAM AT TRUSSED COLUMN BRACE CONN AT SKYLIGHT SUPPORT „ BRACE CONN AT SKYLIGHT SUPPORT EDGE CONDITION AT WIND GIRT � Z SCALE: NO SCALE s3.s SCALE: NOT TO SCALE-----i -- - - -- 5 --- -- --- 53.5 -- --- -- - - _. r• NOT TO SCAR Nnt Tn V'Al F J --CONCENTRATED LOAD O --� CL r , i HSS COLUMN TOP CHORD (>400 IBS) v 1/4' CDNTITI HENT STEEL PLATE. FULLY ` / 3/16 1 - 12 CONNEFTION Of TENANT - I 1'-4' MELDED 81111 SPLICE JOINTS. U/l WALL TO ROOF STRUCTURE VERIFY /4 X J'-0' A706 L2X2X3/16 EA SIDE 3/16 2 - 12 AT BENT PLATE ONLY. MAX ARCH'L STEEL BEAM - O 2'-0.OC - I I ALLOW fiORCE = 500 PLY I 3/16 3-12 SEE PLAN J,'t6 i -- 12' OCA I t-6 MAX 3 CONCRETE OVER MAX SPACING I I ---s- METAL DECK TYP 5/8 3x3xt2 GAGE X 3' LONG--' CONTINUOUS 1/4' I / 3/16 I TYP /-L 4' X 4' x 1/4' SU CLP ANGLE AT I o RENT STEEL PLATE METAL DECK CONT I EACH STUD a STIFFENER PL, TYP OR FIELD I o• k— I Y , STEEL A' ;IRT, TYP � -- 3- 5/iR OP110N 1 CONTRACTOR'S / Pl 1/4• X 6- X CONT T I 1 I f HSS SCAM- I/8 L/ 11 �- -1- l 5X5xt/2. TYP W/ 1/2' THREADED ROD I I L- - \ MELDED O 16' OC, EMBED 6- W/EPDXY ADHFSVE a �` IN STEEL SCREEN TUBE FINANTISTOREFRONT I ''� I � ELEVATION AT CONTINUOUS COLUMN BYtHERs MR7►, I - � r m L.J— C 7TION TC 3/16 C3 0 V 'TRUCTURE. AS NOTED I / / ? - 11 ,n n � U C) � � g T -O• I • ,c 2 / j 4x4X1 GAGE STEEL CLIP - o C? N Q4 / ANO CNN EACH END TYP 2 ,• S/16 a a CON INUOUS 14 CA X 2" I / S1UD BRACE 70 MATCH STUi - STEEL COL, SEE �71,p r HEG CHANNEL TRACK ,�j N`•`, HE AM - I I OR FIELD WELD NOTE: \- STL J,T I n / WAIL 27F AT i A(FI ST Ip PIAN fCN+ oRIENTAnaN DO�1Bl E WrI DFD TRACK IJ - T � i/9 1 5/16 n, I CONTRACTOR'S OPTION PROVIDE REINFORCEMENT WHEN II Of SHOWN I �--�-� TUU E AC1N1; TU L` CONCENTRATED LOAD IS MORE MAX ALLOT HORIZONTAL - MATCH WMl STUD 4 Y - 5/18 THAN 4' FROM PANEL POINT \` EXISTING MASONRY FORCE FIROM TENANT SIDE 1 SPACE ELEVATION v CONCENTRATED LOAD O WAIL STOREFRONJ s 300 PLI • 6• AT 8'-0" OC MAX COLUMN VIR11 Y , HOTT CHORD (>200 LBS) ��__ I A n« H -�- ELEVATION AT DISCONTINUOUS COLUMN TYPICAL JOIST REINFORCEMENT METAL DECK AT EXIST MAS PARAPE DREL BRACE CONN 2 4/s2 TYP FLOOR EDGE DETAIL 41 44 45 All NOT Ari 5 SCALE NOT TO SCALE SCALE: NOT TO SCALE 5 SCALE N � CONT STEEL ANO.F 3 3 3' BiDG 1 CONi STEEL ANGLE EXP JT ` _ W/ 1/2-0 THREADED ANCHOR AT 12' OC r'/ 117-0 THREADED ANCHOR AT ?I. OC fF EMBED 6' IN EPDXY ADHESIVE EMBED 6" 1N FPnxY ArWf')IVE ARCH . — SHOP OR FIELD �i 5/16 iTYP ANgE �T rx -� WELD AT OC C�', i d MALL t{ 5 i0 IFA. 11 CONiRAC7pR'S MAX FPACNIG MAX SPACING STRUCt1AtE t` r6 �a LL q HSS BEAM I I OPTION TYP 5/e TYP 5/8 i I F _ _ METAL DECK �f I 5/6 1 1/Y ITERAL 1 1/2' / \ \ -3/e' STMNER PLATE, „ PLAN AT BEAM CORNER R�DEQ "° C. 3/16 4' 1R 4' _ 3/16 ,3 EDGES OF PLATE 3/16 to BEAM, TYI STEEL BEAM- STEEL THAM- / \ _ O 1- - 4' i 1 Yd TZL Os i/4� WT 5 x 18, -- L1 t WE 5 X 16- 6 S1FEl AN(lE, trF T 0 I COPED BELOW BEAM 2. 3/18 2 12 - - r HSS KAM� I I R ANGE �tTP OR FIELD MELD yy C1IFITRAC.TIIR'S OPTION 3/16 ?-1? \ A ti 5/i6 __ (8) 3/1' / THRE19ED �_. STEEL WIND ART, TYP CLD (4) 3/4' a THREADED EDT PL 3/16 X 3' WR7 J ( u ROD (4 EA SIDE OF L WEB) � X 12" HORIZ X 0'-3' LONE, Al EA SiM 7Y9� 9/16 G ROD (2 EA 'MM OF Wi WEB) IMBED 8' IN EXISTING MASONRY WALL WITH W/ /f0 SCREW Ai EA STUD, TYP -_ ANGLE 10 END 5 STEEL WI.. SE PLAN FOR /� U A PLAN AT BEAM INTERSECTION EMBED F' IN FlasTtNc NAS(X/RY WAIL MRN �_ _ FXIl.11Nc. MAS(YItY s -- FIOSTNRC MASONRY OF nANOE/ S/18 a1T1ENTAncxN ( 1 / E U -1' X le GA STUDS NOTT IP(Nr, WAIT AT I"I, PRIOR TO EPDXY R<XT INSIAl1.At10H 3 NOTE GROUT WAIL AT BOE TS PRIOR TO EPDXY BFXI IN,IA[IADON AT 16" OC TYP HSS BEAM/COLUMN CONN. Y DECK EDGE AT EXP JT NOT USED TYP WIND GIRT / COL CONN6A 5t AyI SCALE NO1 10 r ALE SCALE: NOT 10 SCALE a�.o SCALE. NOT 10'SCALE SCALE NOT TO SCALE - - -. -_- 1 LEOIBILITV STRIP Ie 17 Ip1 19 Po 21 2p ;-4 24 P*3 205 2 ' •n - y y 4 k Mf1N1 f l(?:^ TELL a6 lJ r ,. � ' ' ' ' "'* ' I -4..- ..ra•. .. �'. . . , nu,45. r� i T, to 1,1.ANGE PL To WEB - -SfATE y 1w,.. sn am 1 4 Ns Lk FS 5;'N' iYF FIN lY TAIL i�/S3 6 (I R 1/?'X6'XO'-1• HSS. PNOVIDE 3' MAXPIL to / TOP k HOT r MATCH',TELL FLANGE MEDTH. `I/ / "� PL 5/16 i Typ NOTCH AT SLAM WE8. AT L 1AII 1M OEMY / MITER (.UHNIN W/ to 10 Jsl 3/18 FULL PENfIPATION STL COE r • )/18 `, yp / 3/16 2 .,•3x /4 (11 VI MELD, ALI AROIJND _ �} 1/2•MAX TLP \ _ / TO RM' 3/18 � 3 TYP ! IiSSIUzt;xl/4 TOJ II HM TOP 14 1/4 I LOCATE At EACH \ �I4 - - -� V SEE ARCH r� MATSTEEL PLATE TO STEEL JOIST -- 1; - - - I�, MATCH BEAM FLANGE WIDTH ' tM AM-TOP G1 J1X51 G i `.t CORNER AND Ai I -`A PL S/b'X6'z0'-8' O' O( MAA Ntt1UNU W/ ? 3/4'1 _ Pt 3/8'x12'XO•-8' c f Q £' �f NOTCH AT BEAM WEB ' Pt NIM[TER iYF I '_- - BOLTS AT 3' ac w/ 3-)/4'e - _ --- 5• H;S4xIx1 4 - SKYLKHT p / BOLTS AT y' OC \ 2 Q Sil 6M AT BOTH BEAMS M !3 -- TYP SIT[L UE LK DIAPHRAGM- 1 «:IEH;AT;n �\ ��- III ! ,/, _- E°' CONiJ @ROOF / BM / ---- BRACING• t' SEE PIANS SH W SEE PLAN ^ __._. Cu L STEEL BEAM I 1 r IluMUS AT - Sn BM- I - - STEEL BEAM. BECL AM COPE 3 SEE PIAN 1"2, 1 0' ___� STI JSi ✓ TI FT - >_ El E!(AM STEEL BEAM�� CONN a FLOOR STEEL BEAM / BEAM CONN 12 STEEL JOIST / BEAM CONN @ BEAM BEAM / JOIST CONN DIAPHRAGM BRACING / JST CONN SKYLIGHT DETAIL SCAR L BM TO HSS COL SCALE: NU SCALE SCALE SCALE - SCA, ASI M; -A, SCALE NO SCALE BENT PL 1/4' XCONT STEEL EDGE PLATE WIIH E p / 51EE1 'tUD WALL - SEE SPACE O SFE PLAT FULL MELDED BUTT SPLICE JOINTS. 1� 2-1? rYW SILELt;TUD NOTES - to GAGE SOLID BLOC►NG L]G+*! r,Aq REO'0 FC42 -STEEL DECK / I �. I STUD SPACES, AND NOT S"u' �+T DIAPHRAGM 5/B7-, EXISTING WALL - AND PUNS AT "MY AND LAST TWO TO EXCEED EVERY SIXTH FRAMM6 3/16' 2012 I GYPBOAK (AR PLYWOOD _ - ATTACH SPACE E BETWEEN as r / STEEL STUO DOUBLE STUDS WHERE SHEA0046 WHERE OCCURS PLYWOOD SHEATHING To J ' - 4• z 20 GA STUDS, I SHOWN ON PUN; AND BLOCKING WITH 4 SCREWS 'I - SPACED AS REC?'U FOR '`� DETAILS GUT FLANGES K!,ij BERT �1DE CUP- I MAX FIEICIiT=3'-U' � 111 � wHIMuw. NEW��\ W/ 40L1 LB HORIZ DIAPHRAGM OR 1•-6 OC LI:FASTEN r/Y-/IO BLOC70NG - SERVICE LOAD 5/8"0 MAX SPACING I I I I _2•■1e CAGE STRAP � SCREW EA.FLANGE CAPAOTY 0 rA STUD stun w I `• BRIDGING- SEE s1RI1CTIi.AI - #''J. __--TRACV TO FOUND7•TION `�� NOTES FOR vACNG i PROYIDE ffoDG IG ON STUD CONN P NANCFACIUREP 3 f•Cf r�Ek[ NO GYP.OARD I I - ANCHORAGE PER NOTES. � � -Mn DECK I �•Cr '1 • STUD ExISnNG `v sniRACK1 0 1 a 1-12 A '1 �{(' I / • I OCCURS SS FORR IKI"-B UD 4%K - WALL �3 ! \� • FEEL ]FILO WALLS PROVIDE \ � •is BRIDGING ON EACH STUD \ ?' METAL DECK w •• • • �GARbIE�Sor O[ SEA -STEEL BEAM / FOR ARM4G SIM SYM �-TRACK BLOGXING TO SEE PIAN MET STUDS / / I WALL!" I MA TCN FRAMNG SEE TYP DETAIL FOR SEE TYP DETAILS /I BEAM Tn REAM ^OWN f l PLAIN � �� ;N � � I �-�. � � � 512E AND GAGE cc % I I a-�10. /4' LONG SELF { '✓ TAPPNX,�SCREWS AT SOLID + ' Sll BEAM STEEL STUD TRACK TO MATCH STUD SIZE (uNT STEEL /- AND GAGE UW) ON PIANS I I BLOCKING. 1/4' BENT STEEL � .�\ �� , � K` _ \ NOTE' LOCA 1 ROw ]i ' t<1 EDGE PLATE ALL STEEL WALL STUDS 2-/10a3/4' LONG SELF TAPPING BLOCKING AT W OF W OR /10 SCREW AT EACH SHALL HE FIRMLY SEATED 1 \•\ �- Sc AT EACH STUD FLANGE. OF ALL JOIST BAYS N STUD / EACN FRINGE FOR FULL ENO HEARING O Or MIF- ARI rRn,^r �\ '�`.�,_t- 10.3/4' LONG SELF AS NOTED ON PUV•. '\ TANG SCREW AT EAU" STUD of r 'ANT ROOF EXISTING ROOF 22 DECK / STUD CONN PARAPET @ EXISTING TYP TRACK A i TACHMENTS TYP LIGHT GAUGE STL STUD BRIDGING � _ _ TYP BLOCKING DETAIL A"AlE No SCALE 53.6 - SLALL: NU SCALL ---- - 536 Sl ALL: NU Sl ALt ;F1 WALL CONDITION Al F 53 f. A., N: I - (TYPICAL DETA::} SCALE. NO SCALE - 4.7 3 J t I _2 536 3 S3 t a - -- -_r _ _ .ori-sc=s�-----±�•�_ _-�.�4..- ------ ---_� _ _ _ I AAMC T EN, APDL COMMENCING TENSCM4li WITH QUAL T PLATES.00C'OFTO THE,-, ENE' 4J 44 FOR BRACING, .� Sn _ - w EN FORCE EQUAL TO t00 lB5 TO TtIE STRAP 53.6 SEE DETAIL 35/53.6 ! ' �� DECK TA OKTINOUIS TOP TRACK THE SCREWED C01MfCTK)N AT THE I ---_--- - tNTKTHE�OPPO'F T ENC CONNECTIONDNOTt5 COMPLETED. . -. i -- I • Imo- • I10 NOT SPUCE. .1 RELEASE THE TENSION FORCE AE I E ' � • S1 1 DOUBLE WALL STUD r 12-/t2 SCREWS 53.6 : FLA UE13 53.6 IWORK 1 SPAN ( 1 ' ` S ' \�. 1 // 10 INTERSEECTION POINT PER PUTS I 1. 1 I/Z• x16 GA GALVANIZED STEEL ROGF DECK. ,, � � +. Sn $R I CONNECT TO ROOF JOISTS w/ 1 1/4' LONG /12 I BEAM BEAM TYPICAL -- - • ••• ��•- - - b SELF DRV.UNG SCREWS AT 12. OC ALONG ALL �, \ 1 FRAM04G MEMBERS ` 2 I 1 • 13X12 CA �. ••�. 2. LIGHT GAUGF WALL STUDS 50051 6 2-4 3 qhs' OC I ANS STEEL ANGLE \ /` ' •• �! 1 � � 1 TYP At STUD WALL STUD 6-Q SCREWS lJ� 13. TO BEAM CONN 3X3X1/4 Ai TYPICAL IN Rows •�`. 16 GA.15' SQUARE CONCRETE TOPX 18 GA aPING OVE TWAL PF 1; METAL D �N SITE METAL FLOOR DECX )00 \ , 6'-0' OC MAX 4'.115 GA FLAT I (TOTAL SLAB THICKNESS - ;) PROVIDE 5 X 6 NRACING ON , T • •• STEEL GUSSET c'LATF /-y 1 I STRAP TENSION / `� • • • • ••• (v� 2 K I !3 S4 i W2.9 XW2.9 WWF WITH Tt1PPING SLAB 1 _ SIDE OF WALL / \ 23KU. 516 ! , 1 I/a 2 • w • I Q fn C T I 4, "1 GAUGE ROOF JOISTS • '• .; I 1 - 6' i' ' 45 STRAP BItACNG ' ___L I 536 100 2'-0' 4'-0' 2'-D' CONT BOTT 53.6 DOUBLES Y- t2 SCREWS 1 -- .---_- _ 5. FLAT STRAP TENSION BRACING ON ALL WALLS - `LMS-- -.S-J`---- - -as-aszsucs.-s^s�rcc'-u_��s•s- ci-aria-ri=-'------ -----1 `_I' ui 2 TOTAL TRS SHORT WALLS -- -- ) lE) / TRACK- ' 2 TOTAL STRAPS LONG WALLS - �r • SPLICE A BRACED / \ E WTO IN ROws \ -/ t e foTu PER ,^ 0 SOFFIT / I WALL --� X V` p: 33 AT APPROXIMATELY int SLOPE. / 5 SEE ARCH'L ! 2 /f0 SCREWS I i\ II S3.8 %=� 52 TIN a AT EACH STUD 53.6 LINO h TO STUD CONN, 1 ` TY All c 1 STRAP BRACE CONNECTION (,� 53 ELEVATION - TYPICAL SECTION TYP BRACED WALL ELEVATION BRACED WALL 53.6 �J/ 33 � � t _ 6 - - E FLOOR SCALE: N� ALE AIF ;10 SCAI! - _ - - 53.6 SCALE: N0 (ALE SCALE. NO SCALE 3 U Z 4.7 4P y 53.6 4 i.' PLATE AND STRAP T �� ---- --- ---- EKtACING 140T SHOWN FOR r----------- ---------------- -------------•- - ------------------- G) CLARITY. ----------� ; I - 6•X20 GA GUSSET PL f QED STUD AT f II 1 1 I WALL EACH SLOE B 2 SCREWS END (.ACK TO /3\` PER STUD ABOVE k SLOW I SCK)• J\ ' 1 I I 1 1 + } ANGLE 6X4 X16 GA XO'-4' (UV)-- METAL DECK JOIST WEB STIFFENER co F '1 MET "OLL STILUS ( HEADER AND fa 2'-D OC W/ (10) f12 SCREMIS AT 1'OC WITH (4; /12 SCREWS j ; , VERT AND 2'OC HORIZ IN 2 ROWS AT EACH JOIST BEARRJ(, _J I I - i TRACK I + + ROOF JOIST -� 4 I 1 I I- -_ _ - - FIEA[IER TWO AT /-BOTTOM TRACK F I I t t 5 HEAD SCREW, f __ 2. I CONTMIUOUS TRACK I • 16' OC I tI > T e I I EXTEND WF'8 OF TOP TRACK- • • w i i I i HEADER MEMBERS m �v sn KAM A -, I 6 �_-- `-2 Si�LOS SAME AS I I I A� PROVIDE E 2 SCREWS 0 U o PER STIR. EACH SIDE D: V C: 1 x I I 53.1 WALL STUD + + + + -l r' 0 D O WALL STUD--� U Q x 1 /1 t 2 - /1z SCREws _ �[ _ 1 t t t STIFFENER STUDS PER ROOF M I I tV N til �I------ -----------------------------------------------------------r------------------------------------------_w �J _ I STUD O OFt1MNG5 <6'-0 THROUGH JCFst -- TRACK + + + 8'0 < OPENINGS < 13'-0 FIANCE 3-STUDS 0 - ROOF OPENING > 13'-0 k - -BRG STUD ` L STUD CONN METAS ;FUD PENTHOUSE 43 HEADER DETAIL 44 HEADER/JAMB STUD DET BRACED WALL �-• _ 45 @ JOIST @BEARING WALL � S3.8 - __ v-SCALE: NO SCALE SCA:t N,, -.GALE -- S SCALE Nu '.,uALE -� - S B -- i SCALE- ML, SCALE MAX REACTION CL SiUD WALL CL - 3 PER STAIR STRING[F BEYOND 1/4 CL DL - 125MRS. 3/16 2-12 ROOF INSULATION - LL - 27SOB5 r wmi"004 w ~ �_.� -_Yk -- 8' SEE ARCHt #4 A706 X2'-6' LONG L in -+Mw �MrY+ ' MAX AT 16' OC�.\ BENT PL 3/8' STEEL STUD-- § TO Pt STEEL STUD Sn STUD MACK CONTFAIOUS 16 GA -- - STAP 8" t DECk CLOSURE , - AT 18' OC 3/18 3-12 II METAL --- S1l�4QR N A706 -_.!•?_ METAL- I 1YP AT WALL S/� DECK - ROOF JOISTS n PL TO PL 1/. 1-12� TO FRAMING STAIR LANDING TYP ME TAI I \� � ANrAf-- Mn DECK ShEL CUP TYP AT WALL 3/16 3-12 Q DECK ROOF DF.Ck ----�- 6xw/a (LLH) `� ANCA If fiYV ►r+! bOT7 TRACK _ •lyy I� 1/e 1-17 To FRA►MNc SL OPE 1/4' 3 SbEs T PER FOOT IT ` \\ Mn DECK - (SEE PLAN) - • /- DONT PLATE W/ THIC1ciESS 10 MATCH \OONI PLATE W/ SEE PTAH FOR - .__ T AM FI S 10 MATCH ORIENTATION .00 CONTINUOUS 1A BEAM FLANGE BEAM FLANGE 6, BENT PL 3/b' �`\ BENT PL J,�9' -- ! - STUD 1RACk / / O C 3/16 3 SIDES 3 SIDES 3/16 TOS - SEE PLAN - METAL ROOF I, t STL BEAY V TY PL 1/4' 032' OC DECK- 3' WALL STUD rI.^ 1 1/1 ?-t2 > WALL a= c a BENT PL 318- c/ 33 SIDES 3 �/ W PL I/4.032' OC PL 1/1' 032' OC-�/ 1 1 �-- STEL SAM 3/18 V \ST Jo15t L3lCX]cMc - ? X12 d A*FWST 2 BAYS SCREWS r� 1 E^ M VM BEAM 1/4 , SIL JdSi AT 2'-0'OC F PL 1,14* 032' OC 7 f A � �-STEEL L SIL BEAM BEAM n Q Lit I. i yy STUD CONN MALL ROOF STUD CONN MALL ROOF STAIR LANDING MALL ROOF STAIR LANDING 'a5 MALL ROOF IR L - �_ STA AIDING a� MALL ROOF JOIST BLOCKING � SCALE: NO 4 A'I � -- - SCALE NO SCALE 8 SCALE! NO SCALE - SCRIP NO 5LAt1 ;�Atf NO SCALE • 40 V6++ .1 I rm .. LF(3191LITY STRIP 2 3 4 9 15 JI � tS 10 I 1 12 13 1 6 17 19 19 20 21 22 23 24 25 2B � r� � U0 'j 'y 1 1 01 �� t+ a H'JMI • 10• 11 '"'.A/NAA•6Li I�,I I r s. ma•�y.� ,.. .. ....„.,„..� �'•y� _ .,. f' - - _ • •. .. MIIW111�f!N�iSpgC•IMIi.•Y►pP•!a,+W M,.�x:...kin T.,xg4 w,. .i. . o-+•q(. - N1' •.� , j----IISS COI `^ S FU E q Z -- FACE OF MAX RE AC TITIN PER - /r-- [D12 ff SLAB-ON-GkAE* EXISTING WALL. S1AIR STRENGER - _ _ EXISTING WALL SEE PLAN I �" t> 1.50 1 Ell, Of AND ::LAB-UN (,kADL - • I I FF. lbA4>Sj8 ILIV) T T SLAB-ON-GRADE BASF COURSE - _ \ y SEF PIAN 1. STEEL ANGLE W/ \ tNNfA 1/4� 11R�` _ EXISTING + 3/4"s X4• LONG HS \ - - + + '}' _v-_ SEE PLAN BARRIVAPER SLAB-ON-GRADE -_ 41, I AT 19. OC B - �`- EDGE BEAM GRADE BEAM - _Fi 1•I. EXPANSION SEE PIAN FOR SUPPORT OF - 1 t/2' R CONCREIL SLAB- HSS7X7X1/2 COl RACgU, -1 N SFE PIAN AND \ � I CORNER SCHEDU.E / MATERIAL - i ELL VA 10R RAIL 5� 5• 1 Ai AN T 3/4' EMBED PLATE MATH .< a 1 I r-- SLAB-ON-GRAIc r ----+•---•-. �-.___.-.�-_ (5) S/8'R X R• LONG •• A . - / DEE PLAN HEADED STUDS -- ]• I -- `:LUPE • u � � � e I SLAB-ON (d+ADC * ` ' � err • ! r�JX�� '��f✓ i DOW AT 24- OCtw x18' LONG EPDXY � � I FIN FL fl -__. __, _ SEE PLANS NO l AND PLACE Y I2. ISOT DIIATKIN JOINT I I- a:•'IEMI A/ M1All 11A. BASE COURSE --- -- - ---._ ELEVATOR PIT WALL ELE vJ W*4:4i.*-J #4 A' SLAB-ON-GRADE EAr.r we CANTILEVERED GRADE BEAM I I6- �- r It SLAB .,ONN AT MALL CONCOURSE AT EXISTING BLDG WALL STAIR STRINGER CONN AT CONC SLAB ELEVATOR RAIL BASE CONCRETE CURB CONSTRUCTION STEPPED SL � I AB ON GRADE @ CURBS i — SCALE No SCALE A; NOTED .. SCALE: NO SCALE ---- I 3/4' X7" WIDE X24" LONG STEEL c 1^r 1 r - 2'-0" I ! WELD CONTINUTY PLATE -- SW1 CLAJ2 CONC SPANDREL �-- CONCRETE � JVV WAIL BY PRECASITR. SHEARWALI CA r STEEL EMBED PLATE --\ IN vfkT°J511 ARCH'L DRWC`o 3/4" THICK X12' NIM W/ , --- M AJ(k ASTM A7/ - - ` _ FOR GEOMETRY 8 - 3/4'r X6" HS 1/2 8 - - AT B' DC EACH WAY 1 1/?' F }• CONTINUOUS SEE PLAN SEE FOUNDATION �. .. J4 X • • • - � �T- � �-- GRADE BEAM BE Y(AD • \ • • • _ • • � • TEMP ERECTION 8 8 SEL PLAN S/B"I COIL ROD --� I I CONNECTION BY g• - EMBED PLATE BY X30' LONG A7 18. OC I PRECASTER / r : c AB W/ Ct„L LOOP 8• 2' ORG 100KPRECT TER TO DEVELOP • / BY PRE CASTER iOCK TENSION SEPNC£ `� --- - /_� � • ' DISCONTINUOUS LOAD KEYWAY X9' LONG 2 /6 XE'-0' /G H OC STAGGERED- I I CENTERED ON LONG CENTERED -4� T • • EACH SIDE (1F wARI X B" �J t T~ • . . - • . --,3 t/2• ",1 � I SLAB DOWELS vERnculr ON � — f24- --- - - ---- —`1 . � t°RBEL e I COIL BOLT 3 /9 A706 DOWELS "�- 5 HO(.xoc� _ BY PRECASTER ,_ ( �- y. 9. 9• / - W/STD 90'HOOK I I I ( T NERD TERMINATORS / /4 HAIRPIN BAR AROUND STUD BERG PAD BY i ® \ /4 TIES Al PRECASTER 6X4X1/2 (LLH) / 14 AL1 Rll 6. ANCHOR W/ 18' LONG ?IuRS ✓ VERTICAL DOWELS I /4 llf5 AT EACH AT AY OC � STEEL ANGiE AT SHEARWALIS 6' OC EACH WAV, , RL ROU NUT AND-J X16' LONG / 2 /6 A706 �- - -- -- J J ( EACH FACE GROUT POCKET �- 1 1/4" LD GARV STEEL _// I I ( TYPICAL BOUNDARY L! ` SLEEVE FOR COIL BOLT +4 TIES AT 18" TYPICAL dOUNDARY ELEMENT EACH END L.� VERIFY EXACT LOCATION 3' OC TYP J I I r / ELEMENT EACH END PIT SLAB AND SPANDREL i ` --AULERCAST AND SPACING WITH PRECASTER. PUS PLAN - CLADDING CORNER SHEARWALL 22 PRECAST BM/WALL CONN SHEARWALL FNDN Q _ SHEARJUALL CONSTRUCTION CONN N &ALE: NO SCALE 53 7 ,� ( O COLUMN , SCALE: NO SCAL C `- --- --- --- CL x CL 3/16 //-~ )/16 / 1/4' MN1 FLAT JOINT FILLER u STAIR STR# PER- HEADED STUDS O P''R DETAIL 45/S3° 2 --�-��-T_ 3 MAX REATION PEF Dl 1250 LBS \CL/,, FLOOR BEAMS 1/2' X16' SO I S Lh uNSTRUCTKIN PEF i--1/� ISOLATION JOINT FILLER LLA'e 275 "AIR STRINGER 2 LAYERS OF 15 LB 'BONN � ELEV 1° JOINT MATERIAL - AAL: OEII, D! 1250 LOS P` 8' YAC W/4 - 1/2'1 X4-\�� I I BUILDING PAPER ��r a MFR-T ARCM LONG HEADED SR1D5 RAIL COL -SLOPE SLOPE Aip SFT l i 2' ISCLITtGw S1EEL 1\ 3/16 1012 - AT 12' OC EACH WAY ' JOIN!SOLATI N MAT /S K 4'-0 A706 • - • • • • • • • ` ' • ---� -�� 3/4'0 W HS AT t8- X TRIP STRINGER O 12'OC N CONC TOPPING (- f - ! ANGLE Stl1 ! AND CONN -J J • _ �J EIEVAIOR10 8-6• _ L.i.i 1 -- r-------- --\� Tv � _ _ - 2 /4 X6'-0' CENTERED ( BY $TA(P ►� �1" FIN FL UNDER PLATE �-'` ANjFACTUFo • e ♦ ��.g X �T L.i.. / LINO SEE PLANS 1/2• 3/8" STIFFENER PLATES•- ' { ---� L--i .'� AT Cl OF Sn TUBES - L. 3 I(5 x CONT } --- -- 1 / ( ' J SLAB-ON-GRAM CONCRETE OVER METAL DECK _ ^ I I -- if 1 n/T SLAB-! ' HOOK P/T SLAB J SEE PUN FOR DECK ORIENTATION I I SET PLAN BC4t BM SEE PLAN f / 3/16 I I '�' i /� r- MASONRY MAXSEPARATION ! �- MASONRY �= C' ' ^ '111 MAX SEPARATION WALL I b0TT0lE OF -�-- V/] I I I PRECAST JONi PRECAST JOINT 18x03/8 (LLV) W/ 2' E#AM 24' LIC SLAB -- ' --- `�ROTTED HOLE FOR--/ �_- 3/4"f A307 BOLT I ELEV /4 TIES 06" OC - 5'. ,. _ RAIL COL j5 X •Otb' CtC-•- ELEV I -0 C RAIL COL --BENT Pl 3/8" BLDG SEPARATION BLDG SEPARATION `S STAIR STRINGER CONN AT FLOOR _ 31 TYP ELEVATOR RAIL SUPPORT NOT USED J � INTEGRAL BEAM DINT k CONC CURB S(.All NU 5(:ALL �.7 -- `.,, `�. JOINT @ELEVATOR _^ TUNNEL. STAIR OPENING � Z CALF NO SCALE 1 #6 THREADED SLAB DOWER _- - STD 9Ci'HOOK WITH THREADED COUPLER CONC WAt l T` AT 19' OC CONST - CMU WALL O SIM CUT TYPICAL WALL - STI: CONCRETE I • !' • - JOINT REINS NOT CUT JOINT - PLA,".. SLAP STD 90'HOOK - SLAB I REINFORCREG SLAB (n • CONIC SLAB 2' MAXI i �. �- -_ T_ - -- - CONC WALL • f • '� � _ �_ ' f BOND � \ — 1_ � �-'� k:Rlp;�•--------- - BEAM - BONE) � DOWELS fi MATCH m - o r. V BEAM I 1-tel- NOTE: LOCATE EXPANSION \ V Y� RENFORCING WALL JOINTS N WALLS TO ALIGN WATERSTOP PER ARCH; 2'-0' CONTNUOUS WITH CONSTRUCTIr,4 JOINTS IN SPECInCATIONS CONaETE SUSPENDED STRUCTURAL ¢ t) KEYWAY N TIES 0 10' OC SLABS WHEREVER PRAC11CAI M C U �! LOCATE JOINTS AS SHOWN ON r - _. • • :v PUN. APPROVED OF JOINTS - 1'0 X16' L(1NG SMCKITH I M I v N _ TO BE APPROVED BY V/ ` 2 /6 TOP- CONCRETE GRADE DOWEL AT 24' tX AND BOTTOM �.�� BEAM STRUCTURAL EN(>NEER r 24" SQUARE NTEGRA \ _ CONCRE I COLUMN PILASTER AT CONCREII WAIL W/ 8 �8 VERT!, \ rND 2 /4 TIES AT 19• OC CONC SLAB BERG @CMU WALL 4 CONC SLAB BERG CONT WALL - ' EXPANSION JOINT (EJ) IN _ ELEVATED CONC SLAB CONC WALL ,4 CONC BEAM @MAS WALL SUPPORT CONCRETE WALL DETAIL 4TTYP INTEGRAL COL/BASEMENT WALL m 'd.A1.E.� NO SCALE - - S3 SCA:1 v: A L w,,11Nw'rn LSX01/2 (LLV). (ANGLE CL I CL �TYI' HSS SCALE: NO SCALE - - ---- - :, -- -STEEL TO JOIST CONN PER 3/16 6. TO ANGLE DECK DET 14/536) CL -.-- _---- _ � STFEI BE Au--- I rSKYLIGHT FIl 3/8•X4•X8 FRAMNG - - -- NOTE: l INTEGRAL CAST-IN-PCJ. SUPPORT FRAME SHOWN I J/4'W ALL-TFNtEAD OCCURS ABOVE BOTH 13X3X1 4 ROD, TYP 1�XCK ��W a VERfS \ Sn I COLUMN PILASTER AT CHANDELIER PRIMARY > / Sn JST -� E --- - SUPPORT TUBES a 1'-0• (FOYER ENDS) AND 7 44 TIFF AT 1" 0' OR ROOF BM 3/16 6'••0" APART I V-0, 1' 0" HSS2X2X1/4 - I I J �'� CURING FRAMING - -- T`IP UNO - \� Tr \ - PLATE SEE ARCH1 DRWGS 1YP • / SOFFIT, K/8 XI2'XB' I SHOT(WA L-� O O SEE ARCH) J 2" to HSS 1/4• KNRT PLATE, - - TV w F'E 1 i 4'X,T•x8" B(1TH ----- J/18 3/16 � 511145 a HSi AT S 2'-2' pVERSLOT TUBES t BOTH ENDS - 2 2. 1/2• MAX HSS12x4X1/4 O / I i -REUSE EXISTING (CONT B' PAST C x1ANULLER - J 16 111 SEE ARCM G�--� 1 THREADED ROD CONNECTION KNIFE PL CONN) - C b i • 8 �6� W/DOUBLE NUT 3/18 -/ D TAIL SYMMETRICAL I `/�I/2 CLEVTS } l J k REUSE ExI ROD v s HS56x6Y1// nNtfADfD R(1p CONN 2 - 3/4'1 L9X4X,3/8 (UV) (1 L CHANDELIER - W/DOUBLE NUT TNRU BOLTS X0'-4" LONG BEYOND (BEtOND) -PL 3/8'X4'x4' a) STEEL BEAM SFE ARCH'I , r 1/16• CAP \^` - -. - - - NOTE All PLATES SHOWN U = ARE CENTERED BELOW TYPE 1 CHANDELIER CONN - TYP - - -I- - RD(>, BEAM TYPE 2 CHANDELIER � u T � E 2 CHANDELIER CONN @ GRID HH CONN GRID GG INTEGRAL COLUMN/ _- _ BASEMENT WALL -- - -- 4 scALF No SCALY SCALE NO SCALE S 7 NO SCALEAl - -- - ,tom f ( ALE LFGISII ITV STRIP CES 11 0141.1 I 2 ` ; b Fi 10 I I 12 I13 14 ® I� A 19 20 21 %2 23 24 25 H 27 �.R 29 30 v. 1 O •. ' � 8 L NOhI .III 46 � ..,...., .LL, 001 j,,v H � L- J 1� I, :T SLAB-CN-GRADE N DOWEL s x 36-f SID 90'NOOK' SEE PLAN - ---- - Al td' OC / I ��'J J �6 OOwEL BAP COUPLERS 0 OC VERTICAL - WJMINI FRAML W/ 36' SIRAIGHT DOWELS #3 TIES Al 3. OC CONCRETE 1'CIL UMN OR STD 90'HOOK AT MT WALL. SURFACE wAIERSTOP / GRADE BEAM - 51D 6X)'END _ / 3 �6 TOP SEE PIAN x HOOKS T�rD AND BOTTOM II BRAE WALLOR _. err. LINO 2' ---- ��PROF uc.ru OPENING PRIOR SEE PLAN < SET Of 3- I3tFi;f TO BACKF� - lE5 � I' • GRADE BM _�-----��II TYP WALL -- - I /!END OF PILE CM END Of GRADE KAM - SCEEDIxf 14 06' OC KFTICAl1 r i - I Okc;:0 'WNA i -- cuNc I �-GRADE BEAM --- - -1 �_CONCRETE MIALL F� ADAM M� PILE CAA TOP (1 • 7F.5 12' .} �. PLE CAP -�*�M 2 BARS x AT 30. OC FON 36' II GRADE BEAM TE 12" HORIZONTAL KEYWAY AT — TO PILE CAP GRADE BEAM MD-HEIGHT SECTION SLAB-ON-GRADE AT TUNNEL WALL AT OPENING INTEGRAL BEAM @a LID SLAB t3 GRADE BEAM BASE AT MOMENT FRAME - s_ _ PLAN - GRADE BEAM AT CONC WALL xuE No sc,u� ----- a s 6 ----- _._._ 15 SCALE NO SCALE SCALE NO _ ��—EXISTING BUILDING � x CONT TOP AND 1 SCALE NO SCALE fOUNDAl1ON WALL �BOTTpI AT 12' OC S/A' CHANfEN AT All EXPOSED EDGES �-FACE OF CONIC WALL COPE ANGLE LEC AS 15 X24- LONG EPDXY l6 ll' BAR AT TB- OC WN PLATES ARE FLUSH NECESSARY AT HSS SCAM. TYP DOWELS W/4- EMBEDMENT / � EMBED PL 1/2'x6- XCONT W/ 5/6'1 _ • a, PRECAST PANEL I / 0TH WALL •SIM SLAB L SLAB-ON-GRADE - x4' LONG HEADED STUDS •16' OC / (`\ H55 BEAM AT 3O' OC ALE PISS (BY PRCCASIER) 3/16 2-12 METAL DECY SLOPE PLAIT W/ROOF � BENT PL 1/4'X4'X4' XCONT - r 3/16 2-12 I -- EMBED PL 5/8-0 X%4'XIONGT / o • • I BENT PL 1/1-K4'X4' ORCONCRETEPCwAll HEADED STUDS 0 16' OC -�' I / / CANItfVEKD 12' OC los I XCONT !�J/16 OR PRECAST PANEL R SEIFw1/ ABOVE, MAX SPACING 5/6 226'-6 1/2- MAX SIOP` PLATE w/ ROOF i 3 16 - -� l SEE 5t/S3/ --� TYP TUNNEL - i / \ • • _ LID RENF I --REINf CONC wALL SEE GRADE TOSAL METAL * • • • /4 x BEAM SCHEDULE 226'-2 1/2' NOTE OUT DECK - - - - - 012' OC 1B I --TC ERECTION BOLTS EDGE ANGLE BLOW - AND GRIND - -- -- .- -. -- -- - _ (CONT ANGLE ABOVE SMOOTH WITH NOT SHOWN) �• I j p PLAITS FOR BRACING CONTINUOUS j L6X4X1/4 (LLV) • • PAINTING e I OvU HSS BEAM CONT ANCIE r GRADE BEAM - I XO'-6 1/2- LONG �� I h SEE PLAN I / �- - - TlP TUNNEL i 3/16 OR � I - - - HESS BEAM �' a 1/1 3 � BELOW DIAPHRAGM W COPE ANGLE LEG T BRACING �,.j�,� • • • � WA1: REIIJF � � � 3/16 EMBED PL 1/2-Xt?'XU'-t0' �"�- I � AS NECESSARY AT HSS PER W/ 4-3/4-0 X4' LONG I CA BRACttG CONTINUOUS ANGLE PLAN EMBED PL 1/2XIO-Xo'-10' W/ - . HEADED STUDS•HSS 4-5/6'0 X4' LONG HEADED I HISS OMIT AT PER PLAN \__ __DIMENSION VARIES I GPA:f HI AM STUDS •EACH NSS SUPPORT - - Sri41, CANOPY EDGE EDGE CONDITION AT �� 6 �,� �! BRACED FRAME BAY 22 INTEGRAL GRADE BEAM / CONC WALL CANOPY SECTION (*2 CANOPY PRECAST DIAPHRAGM BRACING i < 2, PANEL / C NC WALL �5 DIAPHRAGM BRACING / HSS CONN CONCRETE WALL CONN N s1 F — --- -- — s3 e — --- — sz 6 SC AI F NIT SCALF NO SCA1F SCALF NO 5i Al - S 1/2' 536 SCALE NO SCA E 536 SCALE NO SCAii 3.1 43 Cl1LUMN CL 4.7 RR i. � TOS SEF PLAN CONTINUOUS 1/4' BENT STEFL J SEE PUti ti SITfI DRAG I PLATT 01H FULLY O:iDEO STRUT PLATE ° ° I BUTT SPLICE JOINT'S ?J P(R PLAN NOTES I \ Pv/ ° l o �' B' 3' n' • S33 O' 3/16 ?-12 o ° O ( ( I `SPACE PER DETAILS r \ / { s/e \ C I �I : � ( 1 ui o o o S 12 / \ 2 - L4x3 1/ 2X5/16 ° ----- --_--_- +V` \11. cj . I 10 - 3/4'W -STEEL BEAM I` A325N BOLTS-� W/ TYP SHEAR ' TOS SEE PIAN i b S33 0 1 BM/COL CONN I I 2- Al 3/16 1-12 �� - - - - - - - - \\ \� V) D "I_z ° ,y1 I I \ - , TOS SEE PIAN- '� J III SIF F1 COLUMN `- STEEL PER PLAN I I I CONT 5X5Xi/4 BETWEEN JOISTS 7*_ _0 W - I FUTURE IRAME CaFIGURATION Q )I �� t /--PROVIDE ANC)IOR BOLT v - STEEL BEAM II BASE PLATE TU ` If M FLOOR MEZ2 IS CONNECTU TENANT STOREFRONT BY OTHERS tI i I c II/S3,3 FOR FUTURE INTO FRAME /^� BASE PLATE CONN TO ROOF BY OTHERS 53 3 / I GUSSET k BRACE (W`,/J I, BOLTS AND THICKNESS I MAX ALLOWED HORIZONTAL CONNECTION GIRDER -- / PER COL SCHEDULE ` FORCE TO BENT SIM I P L I EDGE PLATE . 50O PLF . Q _1- -- - �_ � C� GIRDER / COL CONN 32 COL BASEPLATES AT EXP. JOINT JOIST BEARING a� ROOF EDGE BRACED FRAME ELEVATION 3i 0 BF-7 BRACED FRAME ELEVATION BF-8 53 a 34 C36 15 - 0 Mr COIIUMN 53 8 A NO SCAIf SCALE', NO SCAIf -_ _- _ --- _., _-, _ 53 8 1 SCREE NO SCALE SCALE NO SCALE RR 1 f lEV FAIL SUPPORT Cq UMN �EIEV SHAFT v PE" DE 1 14/5 t 7 / STUD WALL BEYOND, ARCf11 SEE ARCH't �./ ?-ND0111ONAt /4 �. BARS (EXTEND 2 FT PAST FCONTROM BEYOND,EDGE OF PIT EACH END) _ � � FROM BEYOND, TYP UNO c STAB BEYOND i I U - IDS - - I 06 012- DC SEE PLAN --_---- /4 016. OC N F-1 012' OC '- �-GRADE EHE AM CD c7 . < PER u]EDUIf �y� 3 a ELEVATOR PIT oo o U Cr pah PER DET 45,-,30 I ,� _ a3 I M Q - BOTTOM OF q cr a - --- GRADE Of AM - - BE POND i WATER STOP - THICKEN BOTT OF GRADE BEAM TO BOTT Of ELLV PIT i r y; l ` INTEGRAL GB AND ELEV PIT k t 90, SCALE NO SCALE p C C �2 c FIF Sk 15 Irr•px o QU` cm .I�i l 11{'I I L III II I}I�I fit I111Ilil lilll)1}'lllllilll`III t 1) I I II,+ » rye. L Eo1dILITY STRIP Io, 1 F I 1! 1• 14l " - + r q� �." r d S EXIsr ONX WALL EXISTING WAS WALL 10--� - -� ExlSf C]1U WAIL --- RE]IAIN 901D QOIIT UP \ —�— - f0 1'-0' AB01E OPENNfG I/t ST[ AN �NSS CQ �Cl EXISTING am _ 5/8' DIA A307 ANGLE txtx3/8 — —PATCH fLOat SLAB w/ `\ ��ROOR K0 fl• KING —EXISTING YA`. MA'; WALL � Ot(Alf AfITN YAS(INHX (v THRU ears �- _T WALL UI Mou ncIN • 2-0' DC K� WALL TO � REMOVED—�' • - }/t'� X6' LUNG � ?-S/t'I eE1l TS — OIANNEI — I I 4 IHI 7K ANCHORS I OLA CT i t T�-- 3' • !1' OC / PC PS AN / V S/R' S11iFElNER PLATES—. I I B, V, 1' FROM EDGE O W' A 1 a. OF STI rUBF-'S EXTSnNG EDGE OF WAS WALL } 3' BELOW AND GROUT _ ♦ + _ to kr I I SLAB-(IN-(FADE PATCH A110A. TYP 17 ,zpPRUF� f C NOTE eUlr atAM1EL5 TO � - ` I •.71ANNFl PER RAN YASCINRr WALL AND -.__. �— T/2' T31olPE GROUT AS NOTED PRIOR J I -�� _ •(+ SrEEI ANGLE, _ TO RtLTovwc WALL BELOW - r - 0 EA SIDE / _ !/. J-17 r L -- • �N swe E � 0 0 -�,;--N-}-- F A 90E. u vy/F�1 Jam%o- —� NEW(1PE)MNG EXPIRES L X12 .� LocarE TO F e - 5/e'0 Erox� _. r sn col `--- CONT 5/8' PL I I _ \\\ CHANNEL FON D EXIST BCl TS wj 6 WIN F1k t! \ \ L4X4K3/e(ULV� w/ 2' I I CLEARANCE BETWEEN NEW EXISTING WAS STEM-�- `"_ � SAwWT YCRrAp ,DONT — 16' oc vERrl WALL TO REYATh \ 1/2• BASEYLAIF w FLOOR I AM EXISTING ♦• 8• e• 1• \ I' (ROUT aACx ABOVE �.,_NEW SIL NOLF Eat NEW Sn OE TNI APPLIES 10 ALL I FLOOR EAY Ci1GE CF NEW -� — (;ttOUT PATCH CO UMN 3/t'0 A307 BOLT COLUMN FOR INSTAL1AFiON a ANGLE NEW OPENINGS IN EXIST EXISTING WAS WAIL. --�� I axENING BELOW MIN # CMU WALL UP TO 6'-O' TO BE REl1UVED I IN WIDTH I I EDGE OF EXISTING OPENDIG FLOW OR 0�_-�--,� -� MAS WALL ODRNEF FLOOR GROUT PATCH NEW OPENING AT EXISTING MAS WALL BM CONN AT EXISTING COL/MAS WALL a� MAS WA TYP NEW OPENING SS9 IJ LL DEMO COL BASEPLATE EXISTING FLOOR 15 BEAM/COL CONN 16 IN EXISTING MASONRY WALL ,_-.. S!9 ---- �SS 9 _ v-SCALE NO SCALE SCAE NO SCALE \\ SCAT£ NO SCAIF - 911CLE DOST 9DAT]wIC SCAIF NO SCALE SCALL NO SCA . f FiE1D MEASURE (Elio. •`�� —_ c-- t2 EXISiMTG REINFORCED YASaYtr - I FACE OF EXISTING SEE F'LMI FOR NEw SOUP CFwnNG _� STOREFRONT TRUSS t !' RETURN - •-J I_SX(JXU/6 cart! w n, TOP AND BOTTOM 3/4'• A307 BOLT I TYPICAL 3/15 EXISTING SPLICE ANGLE MAX!IMIERE pOUWEL RN TETA MASONRY WALI Ta' OF EXIST J1 E1oSrNNG STEEL GOL s�TpP�TRp,t rRU,S-'� - ACCaEowC r0 DETAIL z1/SS 9 TO s�r�4E� I 53 9 J/16 TO EXIST JOIST 9 \ H556xtX3/8 - TYP t/8 1 t/2-12 XIWTANC� TO I EXISTING EXISTING STEEL CO - BELOW MEZZANINE FLOOR \ t ,K �� =I I EXISTING GELLING TRUS`, "STING ROOFINGANG! - � — I/?'t x {' �� HEADED S1liD5 9 SUPPORT STRUCTURE A' ANGLESitSRETTtONT FULLY 9gRE Ar T2' OC BELOW NNEZIANNINE FLOOR STRUCTURE FMia4 to �� TD FOR MU AS NECESSARY �`'� ' /t •12' OC EA FACE b 11NBOlTp1G ANO REMOVAL O FOR NEw CONSTRUCTION ( OTU L rI%C AT DALE 94GRMC OF A _ `REPS- TO MATCH ,y EMBED t• IN DIST YAS"Y •+ `'I SHAD REMAIN IN PLACE UNTIL -� �-I WALL 0TH EPDXY ADHESIVE +� I NEW STEEL SLOPOtT 1 � �J I LI 1/[x1 1/2X1/t '`' LIXU3/8 x 1'-0 LONG (2) 3/••• x 5' ADHE9YE (t) M EA FACE STRUCTURE IS COMPLETE �80TTOM OF E70511NC� A FLUTE ABOVE OFCX LOCATE (t) ACCLLS AT S-D'0% ANCHORS AT 6" OC Fair AND POUR SOLID CONCRETE WALL --' AT 4'-0. OC !• WN //�.! � AT TWD FACES O COLUMN, AS 9/0wr TYP ATEACH ANGLE i LOCATE TO ALIGN �' 8ELOW MEZZANINE FLOOR TO UNDERSIDE O MEZZANINE STRUCTURE I I STOREFRONT mus-,214 STEEL ANGLE - TrP DTH NEW WALL AN(}lat FOR k D LOCATION, �j \ EXISTING STEEL ANGLE EXISTING SEE RAN AND [1fTALLS '2• 539 I '/• EXISTING MASONRY WALL J U \`-- AN(7RC1tED iC STEEL DOST I TYP PL wA9tFA EXISTING MASONRY 1/4 ui 42 Of EXIST MASONRY TO EXIST DECK 2; S� EEL ANGLE SPLICE EXIST MASONRY TO EXIT PLAN - STEEL SUPPORT STRUCTURE < ---- 2J S COL _ i EXIST MASONRY TO EXIST COL c STOREFRONT CEILING TRUSS GELLING TRUSS SUPPORT STRUCTURE SCAL[ NO SCALE --- --- 53.9 -------- - (... SCALE NO SCALE - 53.9 SJ 9 SCAIF NO SCALE \ ---�-_-- - -- 3•EACH END i SCALE NO SCALE SCALE rNf SCALE SCALE GC,/ STL C0. SEE PLAN * _(ERIE BEAN - i _ 1/2• CAP/BASE t _3/t'A -- SEE PIAN IUIt PERI 3/4' STEEL PLATE TYP 12' SOLID PI ATE TO MATCH BOTS IDES TYP EA(}R EIND 5/16 t-12 BE FLANGE WIDTH 1 COU 1/2 1/2 _Ex!;TING STEEL 1/t }t2 TYP STEEL BEAM -- 3 SIDES - TYP CC •-/ 1/2 SCAMS SEE PIAN t 3/16 ALIGN W/'EDGE OF 1-8• 0 ExX� _ • %w - wBxJl X14' 0* LONG. I FLOOR CONSTRUCTION RATE ` EaSTING PILE CAP --_� EICSTINC MAI gtAAP , R CENSER ANDER E]OSTING TDS _,�-- + ' W12X3O FLOOR I EL LLJ SEF PLANS ♦ . . - _ no- 11P I' X8nI• srEe O PLATES al. ORNERS C' S/16 �� EX1 BEAM , CIN Q s� A: ^.CUIMN WEB '� �.!J o � a SUPPORT LNG - 3 /9 TOP t BE C - a T 3-!2 LIE! !6' SOHO DOWEL INTO PILE CM o$ EXISTING -� TUBE FRAMING ExIsnNC SUPPORT - At CRXD 2t9 W/ � O O x I/t 3_12 •SA. -� (V BEAM STRUCTUFE i — It' FMBFD CE — WIt OR M16 SEE PLAN \ ` STTn BEAM / )s,1 BEAM �. , V J PLAN 1' Xii' - NEdE DORwN PER PIAN COVER PLATTE 6' t W OR W' [#AN CUT COLUMN - 40 10 COLUMN TO 8 7/8' NOTE SHORE CCINSTRUCTIO+ r.•, Q - NFrr STEEL ANGLE Nx6xt/1 (ILH) MND WEND - - CONN SYMMETRIC AROUT PRIOR t0 STRUICaIch - ULL TUBE OT ;l& BOBORT I� COL aNTTRLIht IRLDS ;rRucnXRE - TOP aorraT STIFFENER R 1/2' /6 ADHFS1% AN(StOR 0 SECTION - NEW STEEL SUPPORT AT EAGH SIDE N*' IN r°` . STT W' R 1S Q F-- a Ir GOPHER: 8' MIN EMBED EXISTING CEILING TRUSS STRUCTURE CANT BEAM AT OFFSET COLUMNS GRADE BEAM a� COLOc MOMENT r 0 PENT CONN ,OL ,s STRENGTHENED BEAM STRENGTHENED BM TO BM CONN SCALL NO SCALE 53.9 SCALE NO SCAL C - _- - SCALE NO SCNS SCALL NO SCAB -- --- - 9 SCALE NO SCALE 9 SCALE N ti: 140 TE WT CONN NOT REQUIRED AT GRID 32.7 AND JL T STOP WT I' CLEAR OF GUSSET PLATE TMEID�BY Y ST SHEAR 1/t I EXISTING BOLTED/ PLATT - ------ /� WELDED EDGE BEAM I` SIF+ EXISTING MALL CONNECTION CL V/ E!ISTINC Wlt FLOOR CONSTRtAT Si sTI�E1 SAM EXISTING RIO" AT 9y EXISTING Wt♦ STEEL BEAM \ 0 / ( EXISTING WI 4 BEAM 3-12 WELD 16' SOLID 5/16 3-12�AT ENO U BEAM j 4 I -EXISTING STEEL. COU.UMN EXISnNG h G _ — STEEL Ca uwN cnkA N WT BEAM - ;j/�/ PER PLAN ■�f■ �/ YEW WT OR + � o COVER RATE 94OtE CONSTRUCTION NEW WT OR PER RAN 6' FtW TO PERFORATING COVER PLATE TO IN90F MAX— 11..L.DS PEF PLAN 8' Y6. 'lrxSItA � LINO 1/2' SM — LINO STRENGTHENED BM 1"0 COL CONNPLA — -_ ,s.9 STRENGTHENED BEAM STRENGTHENED BM TO COL CONN - - - - ---- - 53 9 •- u SCALL NO ,(AtE (9 FlOC1R1 SCALE. NO SCALE SCALE NO SCALE - (•ROOF) --- r r � C c cr I 0 1_ E� #• C p t\ C o CED r l U �Qp6 Q U g X, a Y0 k� j� LE(i1BIUTY STRIP f 12 1:3 14. (+ 1H lP ,. - 22 1J 7a a 28 2 2C1 <'ca t, �q. I: . t l 1 I 01 8 ra U r +yI OT I O +� ��, ' ... - �, � � ' i�l�!!��!�:J, l�i,�l;.i��,I I I I,��;��i I i;1.tlll�,Jalt!.�t��i.�1�1�a�IlJ�tl,�!l��.�,�;' I � 1�i�►1,ll�Ial� �" I ' �.Irh�lllal�l��ala�.t� �' 4n. I" „_ _ .. -- _ - .. ,. -�a.M '.iv.. :�" ��RR4W _+m+�mFrr' .., �'.v.•w'^. ,. 'SLP.. .,�� I (aAA -- - - - 3J LEGEND NOTES 1' BIIIDING E7(PAN701v XXN1 2' a 18 CA GAEVANJZM GOYpOSiTE METAL DFrx (COi Xjt TOP OVER METAL DECK . 3' TOTAL SLA! THOWSS OP . 5 I I STEEL BEAM ElEVATIM/90TIUM OF METAL DtCX . _Y2 0 — — — — — --_ -_-„ ._____ ___. ___.—_ I i I I I I I I I nT-n• PRovwE 6x6 W2.9 zw29 wwF M1N TOPPwc SLAB. �sR..=c!�+►�i _a' 30'-0' so'-o' ,�PFO��,� 30'-0• 30'-0• _ - I I 29'-5 1/2• 1 1 29'-S 1/Z 7 PRGNDE 3/1.6 a 1•LONG AUlOYAIIC MELLED HEADED STUDS 1� . �I30'-0' AT 12' OC. ALONG ALL FLOOR BEAMS HEADEDSTUD rE10ED-&cc __ II = 30'-0• 30'-0• _ CQWCTION RERACES DECK KODLE-2 s/B' MELD� CR GON 419 4 ASSUMED FLOOR AREA FOR FUTURE BRIDGE CONNECTIONS - -- I 1 10,5 �5 I I Pflf-CNMAIR D, FFE-MANUFACTURED STEEL STAIRS. Tl4r AD 1 33 I r.27 LIGHT GAGE STUD FRAMING AT FRONT FACALE 6' x16 cA STut AT 16 OC. TYP -- - 29 i ..l...r...._ I 2 23 . .... . , 3 n I I 1. (4) 05 C'ONTNQJOUS REINFORCING CENTERED N tOPPNG SLAB JTU E FUII PENETRATION a Of IY11X93 BEAM FOR PREP END A 1 R 41 I (Q2X2l6-jt!A 9CENTENSECC,NO FLOOR COLUMN ON MOMENT FRAME COt,.W4 Ff' 531BF10w � ---- - - WbHbe * Z - -4017(26- ♦ 2• TP1 - ♦ •a �.IB2X$a(al/2� i CAVEk 711�16'x6 t/2' XCON1 NE.Ow BEAT SLEi [1ElAJl 9 FISSI$xioxl 4 — - � - s3 7 oc 31 - NR , - wl:x:a(•t/2 _ 4Y1tEJl?6 ♦i 2• iVFZ7[Za I ?• -, M14Ffie V' y - _ _ WlaX40 —- W12 wl 119140(+Vl ' - `. .. _. -- 32 CK FARX40 i+ S 1 1 n WiZX19 S4x"12•_-t.::... - WIeX40 ♦1• 539 iv _ • 12X10X1/4 �' 1 f - to 36 Mlex4o ♦I• 7 T 1 l S3.9 p�.p 16 0 1 c b '+ I (+I*) / 1 S3 6 , ESX40 (+ O w l 1 WISX40 - I I W14X4 W11X I I 1 k SS ' o - -- - F wlex4o ♦t• 45 T -- -_ SJ 3 MF MF *nil 4 eEio+' 36 A 112*1 W14k43 W11X43 W14X43 I I I I MF MF : 42 S1Y a I M i �, OVf AB w14x43 ' I WI X43 I I I I I I 5,19 S3 9 W - - \ 4 I I A80VE ABOVE. W11x1 I _ W14X43 - ABO AAB40K3 I I ♦ I I — r _ W14Xa} FW-14-X-431 I W14%4J �W14X43 /S � � -- - —. - I I ABOVE ABOVF VE L-ABO TYP o I ( 9 )II W14X43 I W14Xa I 535 CC6I000RSE �•( 0, 7 TW MERL I I W1oX43 I W11x131 I Ik4 _ +1/2) W2 94 W24194 �z _ Ipp— 940M f -4314"1 112094 41 < 4Y?d 4 _ — »;7x,, Lnwr 53.9 I e GENERAL NOTES J .� - VAXQ 4JS •O _• \ z ...■ - WISX40 ♦1 2• 4 a 90. r— a 24 53.J Q - _ �-- M-- . 2X10 4 � S-0 rneX40 ♦1• � YOMENI FRAME wt exso o eM To S33 0 Com- --- - - - - -- - _ - • -- - 6 -- - RED Q w14x22 - m Of 2 IS � o BRACED FRAME LL 6A_ TOS 120'-6' VEPIFY TOS M Tc74 T 53 5 10 53 9 EEA TYP 8M 10 I I. PRIOR TO ERECT" I COL rANGE B SEE DETAIL 21/53.5 fOR COLUMN SPUCF DETAL t,l}(ftE COLt14a ` • J 45 AL - — 1C'-0• - 535 I rr 1 OPENING ' wBxlO ' 1 12 W1ex4o (♦i•) I A80vE Is NOTED Q Irax 1 W12x11 ' 10'-0' - VETFIFY 221 , W16X77 I O n - � / NS512X10x1/2 - _ r t1 / t♦ 6X 4 • • O • O • ! 1 5•6 STEEL C - (/'��j - - -- - - - Wt4X22- ___ 1 R I -- - - - 10 SS ENO _ w14X22 r TO BM • .'S4 rit emlFtiEl 2 To ONLY V 9 401 t - I I ~ *i ac JWiv_ S31 537 con 140''5• ( � o MF 1 • I I I 3, I S I 1 II I Ms MFLJ- - I ^ O SJ.S 055 TO 1 I �EENTDETF A►E9T ( I I J J 0 S37 I y1 \/� S A: S'if T� • u3 FOR TIN T n ui- {• J Ii ) I m V 0' n I N inkw) I I - I - � ® KEY PLAN V c m - SECOND FLOOR FRAMING PLAN y� _ "- Z SCALE: 20'-0•077-7-7-W711M.,Wl-_ 1' / rte. �� 61� 1, LE(31811 ITY STRIP ?n 21 22 r'3 4 P!3 2r3 2' :6 <'� j•._ I 01 � H 4 i f , . MONI • ldt . >• I 1 , i , 1 A a: r �•N 1 1 9 4 1 39 1.9 0.1 -- « J 1J I I7 I — .. 4. -.- - -- -- _ ANT AREA I I LEGEND NOTES TENANT A E 1 1/T ■ 18 OA GALVANIZED STEEL RUO( DECK. 1 BE O C K � I t { , I _ --1-- � , I " ,( � � 1 E N A N T 2 3° B�D»G EXPANSION JOINT -- - -_ BL CK H ! A E A 3 SKYLXIHT ON GOMI9AI(XIS { PfR&TER STEE1 'UK CURB SEF 1 BLOCK DETAIL 15/5J 6. S' 1/ 11'-4 7/6' 19%6• 19'-6• ' 30'-0' -30'-0° L: 30'-o' 1'-I• I + ! + Y c,F�PRQ 1 k -- �,-� .. 7��.b 1/'d' Y9'-S 1/2'� JO-0' I ?1-6• I I — ]0'-0' I • CENTER BEAM BFTYEFN OFFSET CQUYNS `"ffi�T' I N S 6' 'TO DDGTO G AT STEEL STUDS AT 16' OC AROLRD PERIMETER OF R I I I I BRACING EACH SDE EACH WALL SEOWNT PROVIDE 0IF ACCESS To SIAM q FLAT STRAP '%6 .4y'pAL REGCMV� I M A l L 2 I - I I GA UGIT GAUGE ROOF JOIST AT 16. OC. 'lid\� 3 i•%` M I I I , i 1 I I ( ( I I __ !• I 1 I Tj 6 4• x ,B GA STEEL STUDS AT 16• O.C. FROM LOW ROOF TO HIGH ! M A L 4 ST� ( ROOF PARADE T t wr..+....�......� 1 ( I 7 D[PkE`__` KAM 3'. 21 1 1 1 8 ANOF PUNT N BEAM ;=k r ... r:. � —.. I _ �/ .•.n ---- - - ._.--- .� 7. ,,.,.a� 1 � t I SEE O[1AL ST/��S 3 T 11 1 /�• -. -----L- --L'-.L--- I W12X30 BFLOM 0 STEEL DRAG s TRUr PLATE s• ODE x 1/2' TNKk % LENGTH 1* •B F BAYS • ' WI XT6 BELOW / a R[0'D TO SPLICE ACROSS COLUMN MTM 1/4- % r LENGTH i 51 j:� T 36 ' I n ) ( i I �� f11E1 f: NA 3< B[L(7A � _ ' - 1 - YIELD T MES. _.. 2X35. " TX14 $ S11 .js 53 I �+{ W12X19 BELOW.IM,!�'. U t i '_r- --- (f' ELOW 1 , TW ALONG WITX30 1t?W 10 STEEL ORAL STRUT PLATE J• WADE 3/e' THICK x LENGTH 13 6 GM 1 J' Y i \ REO'D WITH 1 4' X S' LENGTH FTLLII �' e _- •••-•-- - �• - �•---••• • W12X19 � W12X19 WI2X19 - ..` 1 ! (' � l � ` � I MTICJO BELOW' � / MELD AT JOIST/Gi1DER W1TX15 ' W12X19 W12X14 Xt $ TYP Af BF BAY ANI) AT COLUMN CAP PLATE a t _ W1s _ W12X19? i W1T`Li- Wl2Xl9 WlZXl9 WfZX3Y 1 Mt�(! T T — _ a° w 0 I I / � T '- -• - _ WIIXJ4 W10X1 •�--•� •••�, It DESIGN JOiST/G1UR FOR AN ADDITIONAL AXiAL FORCE OF 7 g - W12X19 ' i W121n �•••i•i• � --• 2x19 1, .--- `MnTx1p � 0'xt 531 KPS FROM SHORT TERM MING OR SEi91IC FORCES o o '- t.._..._I 1•-81 * ' i _ I_ et a0 T3 =10 _.._...,� ae � 360�-Ifq `_'. ... ---- - '_ �1 = �ili�iii� ' •" - 531 J 6 b �- •I""„' 1 ' 12 ASSUMM JOIST REAR”O JOIST CONDIENS F T UNIT TDLOCA ON AND M10 SIG _ T g — I 24L11 360/ea ' � i ABOVE _I I I� I I 1 CEDERS FOR EOUPYENI LOADS 910WN I 26K J6C1/1� ,i x �''I; �4L1+ JE�O/,1�+ 3 I/ SJ6 122K 3C�0/tell TIT'ROQf t3 SA4 OW PER DETAIL ♦2/53.9 SM�00NNfCnONS - -- - � I IRAMHG 4EYBER lxd0 53.1 12 - .3 R 13A "6K t ! 1 41 SJ 8 twexlo I I�x,=o l TYP 16 DE 3/SJ 9 2 /I S16 I ` wf`x12SJ.6 - I S36 0l u'-s' �Af]NG I 1 -- -____ 4� /,ee _I ° - (J6o/tee - - 1 360 198 ! 1 _ o I I 12 - 2" s6o/1ae _ I 360 lee GENERAL NOTES — _ - - --- - -26K aa - Wlexss in - — — — — _ 1. s /,rQe. - W12X14 1.- -- _ _ A RELOCATE EXISTING CHANDEIER INCLUDING EMTNO STEEL W1OX40 F� , 'n McX10, TYP W12X14 --- --- - -- ....-- _ _-- __ S HANGERS, BRACING. ETC MINIERE SHOWN CXVDAR(H�AMN�G$►Ew j WI 4 ♦1 UJPPOPT TI/ r e} WI *10 ♦1 2 �4 1 WI 4 4 e• ' W1 XI ♦ �X -- MRX40 1 DETAIL SHEET S37 a / Mdl(10 24K u0/t 6e 24K J60/1d6 1 W1 An- W12X14 E41/2.1 21K 360 188 W14XT1 t + WI 14 ii t Ir,022 WI 4X22(+1/2') W141t21 (�1/2') 4%� +t I A YECHANCu UNI S SMALL BE SUPPORTED ON ENGNEERED Cu PB - 241c • • 3 e Y ADD Mgx10 IK 360/188 24K 360/188 I 4K 36 1 '• MHx10, TiP X i 11 � - Z 1 ti � � - SI.�tIMQITAL STEEL FRAMING BELOW ROOF FOR 2140 1+1 e __24K 36011W 4K 1 tT' I SUPPORT CX: UNIT (T`tP AT EACH AHU ALONG ENTRE LENGTH OF 411 0 198 -- 5. 0. -_ 241( 360/IW - + 2rt�� •• ,� _�1n2x,a WBX10. TYP 2 360/et 533 c �>•y I AHIJ CURB) PROVIDE CONNECTION PER DETAIL 22/SJ.1 AT 2aK 360 1 • 6 - 4K x - - BE AY TO Ef1W, PER 13 _ 360 tee 131 R s S 0 1 __ 24r JAOL ++ iS36 AT t1EAM TO J05T, EACH END - IK 160 fee 1 -. -1--- x ti S L 4 XtIO - _ Y I � •' < ` ' 241L]60/188 2AC 760 ^ut 360 tee S3 7 i - + a . +t sr .� DESIGN ROOF JOISnAND W8%10 t - - - 4K 360 1 ---- ---t- uAL f ?� 24K 360.,99 - - I 11 _ LIGHT MATCH FOR AN ADDITION OL . 55PARFAACMuNT FCXt _— C 1M'H S< FUTURE M1Ea'L EQUIPMENT ui -"�.` 4K 360 t � � 1 °' MDI � SJ.B W12x14 1'rP fl 10 1 2' i1 9' f0 1/?• W1 X14 (0/21 4K 36U lee -ua ♦I • 24 360/tBe ANO/F PONT IN 1 o IM2114 1+•/2.1 • _ 24k 36011 laW17114 (+112' R v � �6 'L TCP FLANGE - 0 DESIGN ROOF JOISTS AND GRDERS FOR AM")ONAL LOAD FROM ,e IX 1 4% + , W12%14 �I 2• 4K 1 7 , SEF OCT 51/53.3 SNOW DRiT f t 12 : W11x W14 + 4 W12x14 2 360/8a, 24K 360/188 x I BOTTOM OFAS SHUT ON SN()rY DRIFT PATTERN PLAN AT fir* t + Mt1 X11 +1 \i v& S36 1. 7 s• Wit 11 (+1/27& 6 W11x g5�f - 0 ♦ 4x 1 54 ,t 1* !l, 11 +^••••_ - \ 7- -- - -- - — -- - - -- - r. IS 53 3 M14X55 +1 2 5 - E FOR CHANDELIER T'RF.S 1 U 2, SEE ARCMTEC TURAL FOR f • �� - --.. __ -- -- - - - - - - WI 14 ♦1 W1 X11 ♦1 - 536 McX40 LOCATXN SFE SHEET 37 FOR STRUCTURAL DE?AILS ^ ' • � L.L N — 12 0x1 - aS Mn6x !n r 10 9� "' a � 53.5 x I _ x __ w+Ex55 ,r _- 1s �laH 56oi1 Ete. I� i J ' trP MIIEAF , 35 Z _ v - -- SJ.t sJ 3 �.. r A - S3 S ev, - ----- - — ! — - S J --� .. - - - - ---- -- - - - - -- - - _ KH 360% 2 sJ.e I I 12 s� �I �"' 1I 1 1Q., W12x40 ---- - - - - -_ - - - -- - - - 3<3 I I I.S DL-TMP - y �' c 13 360 lee- - LL c _ (6)LOCATIONS $ $ � 'nom - Si 5 _ 21LM 3A0/1B8 >t X1 wBXIO TVr W - ill o VVV v I 1 11'-6• W12x4o )r_6• - 2N•H 360/18e - -14, • -l_ i LINO W1TXr4 v . _-- - • or 23 W1 35 - s - - - _ 55,�� 2 c - $ x 2- kN.360 t�. 53.6 cy 9Y I I \ , - __ 1 ---------- i W12Xi4 F_. � N]<ti157R0Y I I i I I� -- --------- Z �. I I ip • . I I -- ----- /tom• ( � I 10 YF NF MIF c-. - 111 I I I I I I I I p Z I 1 i I I c MF I I I 1 I �, rn o ` I 535 1S ��`lpcs 52 Si YF r, - ��a� T. ' v/ DIE S3 S nb SJ 1 1YP 5?LOB I MdIEN i f1NA1Dg I 13 I I SSim ' aAFOR ALONG TF9S / 4 SEE DEEM T Z FOR AN TION AXIAL OE9pI JOIST GIRDERS Al G THIS, I 1YP 53 3 FQi TY9 53 6 i f OF 35 KPS OM T TERM GRIDUNE FOR AN ADDITION ApAL DESIGN JOIST CIIRDERS AL I I THIS DESIGN JOIST GPDERS AL MiS !:XA'afEi: 't2Q �n ' MAID QA SEISMIC F I FORCE OF 35 KPS FROM T TERM GRDUNE FOR AN ADpnC?I AXIAL DESIGN JOIST GIREERS AL04G 746 e I cJ I l I FORCE OF 35 KIPS FROM T Trft FORCE FOR KI ADOITI[)r1 AgAL I J✓ a.. ----__-._ (� MINA OR SEISMIC FORCES � FORCE a 3S KPS FROM ORT TERM GRIDLINE FOR AN ADpnONI� Axle l - ---- � `✓ MND OR SEISMIC FORCES FORCE OF 35 KPS FROM SNORT Ti W MiND ON SEISMIC FORCES MID OR SEISMIC FORCES i I X _ r _ _ ^ W = Q Q NOTE SNOW pWF T. iN Ap01nON TO THE UNIFORfI SN(M1' LOAD, AT PERIMETER WALLS VCR JOIST DESIGNS VI (40 PSF AT ROOF EDGE) • /0 � Lrlr� I 12'-0* M W - I cV I . . � a - IXAPHRAGM ATTACHI WI l YPf 'A', TYP �-"� ({[ r l.i..18 DIAPHRAGM ATTACHMENT TYPE 11'N NATO" / q AIiAt MS KEY PLAN DIAPHRAGM ATTACHMENT PLAN -- - SNOW DRIFT LOAD PATTERN — PLAN g s SEI DET 23/S3 1 _ _-- O m 9 — 0 s c 6 v ` J � ROOF FRAMING PLAN _ SCALL: 20'-O' • a' / �% - Y - LEGOUTY MW n a Q l n I'e i7 is 19 PO 2i 22 23 24 2^, 28 2 ' 2n 14 ��JJ1.LlA t � � 1 7N i Hyl ff M v: �•, ��Jf 1�! l,l _J_ .I. : I„�,.IIUJ��..1.L,�,1 I.�IL1�i�I 1L1 .�IJ� �� l ` � 1 � i, ti b �E. s. r, ---- -- -- --- Fxlsr CMU *ALL \ —_ EXISTING WAS WALL f0 - \ ,!1 ciosr au WALL - R♦]NNN SaUO CRaIT uP CL x EXIST CL TO 4'-0' A80VE. DINNING r SEE Pt AN /---EXISTING � 5/e' GIA AS07 L./4 y - - HSS COL PATCH FIOUR %Ae w/ A THIRD 8A307 — ANGLE 4x4XJ/e -' EXISTING WAS GROUT AFTER MASONRY i WAS WALL -- T -'- ----r' WALL Of YOU 001 • 2'-0" OC ITS ESISIING FLAIR 90' 8* LONG NG 1/` v - - !• 1 BEAM CHANNEL I WALL r0 BE REMOVED I I ADHESIVE IANOKIRS6LOCATTE !/e" STIfFE►kF PLATES--____ UC i„" 2-3/6.6 Bois PER PLAN •32. OC / I I - EXISTING iQTS 2' FROM EDGE QF BP --EDGE Of MAS WALL AT GL Of STL TUBES -\� q SLAB-ON GRADE !' BEL OW ABOW.GROUT YP �` t ♦ S� �.. NOfE 81xT CHMeIElS TO �NANNEL PER PLAN WASONRY WALL AND _ _ --- - --- I/Y STEEL ANGLE, E GROUT AS NOTED PRIOREL I ti to O - EA SIDE - „--- TO REMOVING WALL BELOW. I •+� r - _ \ _ �. �- , y 1/4 3-12 -- o J o �1 EA SIDE, LLv A � ADA Uk BOS - _ - NEW OPENING - -ExPIRES - J SrL ca - - -- -- - -12'-4' - LOCATE TO --- - 6 - S/eV EPDXY - LBXIx!/e (LLR� W/ 2' _— I I ALLOW FOR 41FNMuM BOLTS W/ 6' MIN EMBED EXISTING WAS STEW - I COAT S/e' PL - CLEARANCE BETM1EEN NEW /1' MASEHAIT wj SLOTTED HOLE FOR SAWCUT MORTAR JOINT NOTE: I I (d' OC VEAn WALL TO REMAIN 1' GROUT PACK AW)VS NEW SR �_NEW STL CHANNEL AND EXISTING t• 6' e' �' COLUMN !/t'11 ASo7 BOLT COLUMN FOR IN�1AII A'1'7FI 'JF ANGLE DETAIL APPLIES r0 ALL �1 I FLOOR BEAM EDGE OF NEW - - MINIL GROUT PATCH -- NF.w OPENINGS IN EXIST s OPENING BELOW e' CMIJ WALL UP TO 6'-0' EXISTING WAS WALL I M IN WIDTH TO BE REMOVED I EDEA OF EXIS nNC OPENING on Ow OR 1 -1 /AS W"J. FLOOR GROUT PATCH TYP NEW OPENING NEW OPENING AT EXISTING MAS WALL BM CONN AT EXISTING COUMAS WALL B MAS WALL DEMO COL BASEPLATE (u" EXISTING FLOOR BEAM/COL CONN IN EXISTING MASONRY WALL -- \I 9 SCALE. NO SCALE SCALE: NO SCAIF ---- w k E No SCALE 53 9 CNE NO SCALE ,3 9 SCALE NO SCM.E ;h; CALL SINGLE JOIST SPACING 1'-01• _ _FIEL_D MEASURE (FIELD VERIFY) - -- ...= T FACE OF EXISTING �2) '-EXISTING REINFORCED MASONRY I (- - STOREFRONT TRUSS SEE PLAN FOR NEW SOLO GROUTING I -v LJx3X3/e CONT W M VOP ANO 90"OM 3/4'11 A307 Bar TIP,,,;,;. 4'-3 _ '/" EXOSTNG �� MA;GNRY WALL TOP OF EXIST AT 4'-0' OC, MAX SPACING RN MRU i FISTING STEEL LOL STOREFRONT TRUSS — SPLICE ANGLE WHERE REQUIRED ACCORDING r0 DETAIL. 22/S39 EXIST METAL DECK 1 -- S3 9 3/16 TO TAID ANGLE y 13 I HSS6x6x3/e - rYP TO EXIST JOIST FROSTING STEEL COL _ asT oEC1( To BELOW MEZZANINE FLOOR EXISTING COILING 'RUSS \ 1/tl _ ��1 1/2-12 w EXISTING - -_ METAL DECK SUPPORT SiRUCTURE AT -ERISnNG ROOFING - -- _ - _ 1/2'11 x 6" MELDED NF_ADED STUDS STOREFRONT FULLY SHORE o I AT 12' OC, BELOW ME17AMNE FLOOR STRUCTURE PRIOR TO y /ANGLE TO (� , UNBOLTING AND REMOVAL OF "� ANGLE / REMOVE A$ NECESSARY 04 • 12. OC, EA FACE (SIU 9,XPPQFt1 WALL `3NGLtINC I 4 \ FOit NEN CONSTRUt TION EMBED 4' IN EXIST MASONRY ^ I I 91Ni REMAN IN PLACE UNTIL --- REPLACE TO MATCH EXISTING WALL wrN EPDXY ADHESVE / + NEW STEL SUPPORT �- STRUCTURE IS COMPLETE L3X3X3/e x 1'-0' LONG (2) 3/4'11 X 6' ADHESIVE (4) 04 EA FACE BOTTOM OF EJISno LJ 1/2x1 1/2x1/4 -- - �.- - - LOCATE (4) ANGLES AT 4'-0. OC - ANCHORS AT 6' OC __ i TYP AT EA04 ANGLE r I I �rrprTwlr rRUS$ IN FLUTE ABOVE OECX i" YIN _` AT TVIo FACES OF COLUMN, AS SHOWN FORM AND POUR SGLJD CONCRIE wAl1 AT -O' OC �' BELOW MEZZANINE FLOOR TO UNDER90C OF MEZZANINE STRUCTURE J LOCATE TO ALIGN STEEL EDGE ANGLE WITH NEW WALL ANCHOR FOR SIZE AND LOCATION, I TYP SEE ELAN AND DETAILS �4}' / S369 1/4 EXISTING STEEL AN(Af EXISTING MIN EXISTING MASONRY WALL J `1 ANCHORED TO STEEL JOIST 3 31• � 1/4 PL WASHER EXISTING MASONRY -- ---— - !/e' X S'W }• 2}GRSr1NC ` __ PLAN - STEEL SUPPORT STRUCTURE Q 1, EXIST MASONRY TO EXIST DECK 1 STEEL ANGLE SPLICE 2, EXIST MASONRY TO EXIST COL EXIST MASONRY TO EXiST COL @ STOREFRONT CEILING TRUSS 6 CEILING TRUSS SUPPORT STRUCTURE ' SCALE NO SCA0 SCALE. NO `a k 7 ---- — SCALE NO SCALE S SIS - ---- SCALE NO SCALE SCALE' NO ,CA. SCALE 140 S ti 1/4 _3 EACH ENO TYPICAL GG iL CGL SEE PLNv GRACIE BEAM - -♦ -!/�•� SEE PLAN FULL PE S/4" STEEL PLATE - TYP Q _ 1/2 CAP/BASE Ban 3 SIDES TTP//` _ < 12 SOLJD PLATE TO MATCH STL 1/2 EACH ENO S/16 4-12 BEAM FLANGE )MOM Ca -" - -C/ GG C L./2 — 1 1 2 WELD BM , EXISTING STEEL _ s SIXES - TIP S�SEE PLAN I}• 3/16 1-e' EXISTING PALL 10 EXIST 75 WAX31 X14'-O' LONG. ' ALIGN G PIIE�C� I PLATTE ' ' LI ' CENTER UNDER EX.SIING d — FLOOR CONSru1JC'Oh L, W12X30 FICxXR Bw \ I SEE PLANS ;I - - 1' xtl 7/e' STEEL O O EXISTING W14 OR Q PLATES CiUP CORNERS 5/16 w16 BEAM AT COLUMN WEB U NEW STEEL — — SOUO 3 /9 TOP R 90TT - 7 O O 3-11<AT EF�6 OF DOWEL INTO PILE CAP o$ p p 1/4 5-11 EXISTING SUPPORT TRUSS TUBE TRAE+:NG \ EXISTING SUPPORT Al GRID 24 4 w; 4� W1 OR w16 / 14' EMBED — — STEEL BEAM � STRUCTURE ,�� ( 1/4 SR BEAM I COVER PLATE _ 1' x12' - NECK DOM -- PER PLAN COVER PLATE -- 6• EXISTING BM UJ Z NOTE: OR W' SEAM wA% room CONN Q O COLUMN i0 a 7/S' 9i0R£ CONSTRUCTION CUT NIELD lis -- - - CONTE SYMMETRIC ABOUT PRIOR TO PERFORMING ^ NEW STEEL OF SUPPORT (LMH) NVO IIlFlD Ca CRNTERt,ti: WELDS. -1 FULL LENGTH OF SUPPORT STRUCTURE - TOP & BOTTOM --STIFFENER Ft X/2' /6 AOHESVE ANCHOR - EACH 90E Nom' OC TOP 3 BOrT w/ 1 RADOS SECTION NEW STEEL SUPPORT AT CUP CORNERS MIN EAEBED N C nJ ,, "I CM* oc EXISTING CEEILING TRUSS STRUCTURE CANT BEAM AT OFFSET COLUMNS GRADE BEAM COL MOMENT CONN COL STRENGTHENED BEAM STRENGTHENED BM TO BM CON D z SI 32 33 i S4 ]S SCALE NO SCALE SCALE. NO SCALESCALE: NO SCALE SJ 9 SCALE. NO SCALE NO TE WT CONN NOT REQUIRED AT GRID 32 7 AND 31 1 STOP WT VVV CL 1' CLEAR OF GUSSET PLATE Q MELD HA TO EXIST . JOED E BATED/ - �-- SHEAR 1/4 , MELDED EDGE BEA/ - PLATE - FROSTING MALI, CONNECTION CL �/ F EXISTING wl4 - FLOOR CONS tRI 7\111+ V EXISTING W14 STEEL BEAM EXISTING ROOF At 'dM STEEL BEAN FROSTING- 't W14 BEAM 3-t2 WF1D 16' SOLID u \ 5/16 ,)-12 \AT END OF BEAM n a a o �n a m EXISTING 1/4 \-EXISTING STEEL COI LIMNSTEEL COLUMN / ' N a N f'L Z I- * WT BEAM V♦ ? 7 j 0 C PER PLAN t !W NEw wr OR - � WT COVER RATE SHORE cONsTRUCnON COVEWR PLA C/�l f0 INSIDE PER RAN 6" TO PERE OR1ANf, PER PLAN - A� - 6• \,F COL-SES TIP CE MAXWELDS X ONO I/Y SUM — NAx RIA rf LINO STRENGTHENED BM TO COL CONN ,1 STRENGTHENED BEAM STRENGTHENED BM TO COL CONN _ _ SCALE NO SCALE (•FLH00R) iCNf NO 'GMF SCALE NO YALE (w"%) O O O C C CIL a. F-T ( 3 E _J r U ad a o I In I 0* 61 LEGIBILITY STRIP �R' .... c' i r y: `•1 nN.r n 77 �� '�9a✓3LLNH.rfw.Y4 arm r H`• 1.7 �.9 7 3. 1 0 7 ( gyi7 -_ 7 5� 4� 3 7 3 2 1 ; 17 -- - AA — - — - - 7_71 LEGEND— - - -- - - ------- I I I I 4.7 37 LEGEND NOTES --- — - - -I _ - - - e - - _----- i 3 BOLDING EXPOMON JOINT 2' x 18 GA C-UVAN12M COMPOSITE METAL DECK (CONOETE 1 g9 ►-- _ - I _ II I I I I I I I I I I I I ( ,I I TOPP04 OWR METAL DECK . 3• IOTAL SLAB IMRIESS - S) TOP OF STUI BEAM ELEVATM/sonom or METAL DECK • t l Y-11'. PROMOS bxt Mgt XMZ,t MM MI1N TOPPING SEAR 1�aU-C' R4 --- 1�PR�FF N fb -- - -- - -- -- h - 5 HROMOE 3/4'0 x 4' LONG AUTOMATIC MIM HEADED STUDS N ' 1t'-�• I/'-8' II -8' 30'-0' 30-0' 30'-0' 3G'-0• 30'-0' 30'-0' 29'-S 1/Y 1'-i• 29'-5 1 I ---- - AT 12' OC ALONG ALL FLOOR BEAMS HEADED STUD RUDED `` -----.� 30' 0' �'8 �I'�• I JO'-0• !0'-0• 30'-0' 30'-0_ 39'-9' t'-I' ?9-2 S CONNE0101N REPLACES DECK POODLE MELD OREGON - /1r y 14 ASSWED FLOOR AREA FOR FUTURE &RDGE CONNECTIONS Y 13 J 4 9 4 I 4 40.5 _ - - PFS-ENGWRED. PW-MANUFACTURED STEEL STAIRS, 719 AD (2-0) 31 --} _ -- (- -� - -- I I 33 I C2� EIGHT GAGE STUD FRAMING AT FRONT FACADE 6' X16 GA STUi -- - - - - _ __._ __ po., --- - _..- —_ I I 23 (1) /6 CONTINUOUS RE71/ORCTNG CENTERED N ft)PF'ING SLAB a+ EE - — -_-_ - -_• '� :ti I 8 WELD END Of 1141X93 BEAM FOR FUTURE FULL PENETRATION x.xa.►s _ I--- t T — _ �- - T — -- - -r...__ -T 4S f T- - - _ 9 CENTS Sf00ND FLOOR COLUMN ON MOMENT FRAME COLUMN T 1 Ow WAA RATE 1'X6 1/2' XCONT KLOW BEAM SEE 1 DfTNI 3S/SJ9 .--�IIM;2X2t r1 -- MM12J(28 N1 1' 2X a1 �' - M1M21H� +i - I Jp 21LIt HT.1"'.-1/4 � -- ii - � ---Y---- - - - - - =MaZx26 jsl/s•� MNZK7i i a4?Jc�6 I - - -- - - - I wlex � T 41SIiip 1 � � � � x40 53 7 • w1�x22 ' T M�NNNMtW'vwni w1ex40 ♦t' 32 �- WIAX40(+I') j j s _ ...: S. ry l ' I m 2X19 y I I " - k ff12x10111/4 �, 1 R��1 10 i6 EA 7 16 - • Y j 1 /4') TIV Ft J �� ESO 1MEMBER UNO c SJ8 1 i til 55 - , I i WI4Y43 w14X43 I I I 3 --_ - u w18X40 N' - - --- - + • _ o o --- 1 - _ - - O 54 33 - _— 451 1 --_ - 40 MF MF x24 b _ \ I I I �ABpx14E3 I w14x4 I VA 4X4- I ( I w14x43 I I) MF I 4x4 I I YF IF 41 - w14X43 I f ' — — \ I 4 I A80 tovE3 I Nn4x4 I w14x43 V ^ _ I � 1 f ', w14X43 I w14X13 I W14X41 Nn4X,� 4s nye �� - -- - / �W/ --- - / 0 I AAU_VE OVE I S3.S CONCOURY I 9 I, w14x4 I WFW114 I 7 M M IE I I WI043 rn4X7 I w14x4 i (' I ,G... -LAUMJ1 <C I -- SINOMM — I 13 �. 1 }� - - -- - - -- -- - 9 - 42 _ _ �_J \ ��• = � � F ; F SS � 4 3e- I -- - --t- -�- -T-- - - - -, -rt-_ - - - - p I u� ��I GENERAL N E SAL N - r »,. get — --- — — n b, M'18x40 (+1/2') 45 a 24 53.3 YF B; 12x10X /4 Fj� 5_0 o MOMENT FFA►E - - - - w1ex50 ! •' -6• BM To y 3 c - TYP _ C MEB I _ - ! _ w1ex4o (+I) H'-- w14X22 - R1,011 / Tos 120'-6' `00WY TOS w TENA91 2 4S Y 38 (♦1') I PRIOR TO ERECTUN I 5 + 10 S3 f DID J TYP BM TO 1 1 BRACED FRAME J; 53 5 ! 1 8 - - - Tlv e ! ca FLANGE OPINE MEX10 ! 1 ,2 Tn8x40(+1•) 8 SEE DETAIL 24/S35 FOR COLUMN SFUCE DETAIL VIM COL(+•. ABOVE IS NOTED I O M16X77 ! I 53 s 1 - w12x,9 lo'-o• - vow 221 / 1 wo2x1ox1/1 _ X 41 fA a 4i - 0 • - -LLEM! INTO ONLY O w14„�27 - - t 10 SS 9 EFS 1 �4 TO III X22 �'�1- 31 - - � I I ,o _. H �• _ r 45 S3.1 'v S3.S -- ._ LL (� w sx 5o �: S. S3.7 Mn4 51.7 SIF �/ / 12G'6• I t r • o Z _7 1U_4 j I 1_ ! o WF ' _ 1 fAin I I I '� I \ I I 3t I 5 I 1 II I I I MF ►s MF . / 53.5 53 7 ~3 8 ?6 �- MOMENT iRA►E I q S31 SEE DETAIL SHE T 53 3 FOR TYP T Hss ro • ��''.�:L1:8`� TYP • ! i � r n NEST I , � Z t 3 i X -- -J---_ r- - --1r-- - T--- - --- - - _ 1 �- I �w I Q nmo., I � I I I � I M 1 I c ! J Ij ^ ` I } � 1 I 1 ' KEY PLAN --- .. CL CID F ' 1 c FF a 1• r? SECOND FLOOR FRAMING PLAN LID z SCAM 20-0. 1• '�Inllillllirillll III 1111 III LEGIBILITY STRIP 1 a n F 10 I I 1! 13 a t� 9 i + ;; z: 2� n F 26 2- .19 2 a a r PI I 1 of q p b MONI 4yioe .�.nl��sr o-l_i�„'hl...„„I1.LI��:�I;,.'111.��.��.1�1�1;:rl11;11; I�IIII'i ijil I I�I III �l, f Via•+x . I , 5 ♦ 1 J 9 3 1.9 0.7 9. C —� 7. --, — — _ t , i 47 3.7 3 p7 -— I. 1.7/ 1 9 6. , - -4 37 LEGEND NOTES 1 ARF A I � �. . I ( I , { + _ - E N A T A R E 1 1-1/2' ■ ie GA GALVANIZED STEEL ROOF DECx 1 1 BLOCK J ' i ' T E N A N T 2 3' BALDING EXPANSION JOINT BL CK H I H -� I i 1 _ A E A i SKILJC},T ON CONrlA10U5 PERIMETER $TM TU9E CURB SEF + N _._.__._- , 1 I DETAIL iS/'Slf. S' 1/ 14'-4 7/e' 18'-6' i8'-6' I > 6• 30'..0* w•. e 1 BLOCK ,i��,IJ_4 1 so-0 30'_0• 30_0• 3D•-D _ 30•-O' ' l'a 1�• ''-'' 19'-s 1/$ JO_p• I ' ' I 4 CENTER BEAMTMEEN OFTYT CQl1YN5. 21 301-01 3W-O* M,-Cr 4 S 6' xie GA STEEL STUDS AT 16. OC MQkD PERIMETER OF DOGHO BRACING EACH So OF EAAT ROOF SS To STAIR Ci FLAT STp AP CH WALL SEGMENT PROMOE 10 X 6 "�4y"F 1 ` I GA LJOII CADGE ROOF JOIST AT 16' OC. A��. 13 �J MAL 2 l I I I M , I I ( I 1 I � I I 23 F' 1' r 18 CA STEEL STUDS AT 16. OC. FROM LOW kOC1f TO H1CH ADAM I MALI. 4 1 I I Exp T`: ' 1 I ! 1 511 I ROOF PARAPET R 21 3/ I ( ..aj..a....l . .. ! I ! I 7 O[PRES'. eEAr. 3•. tae 108 -_--._ - ---- e ANGLE PONT IN KAM SEF DETAIL /S3 3 I r .. "�• L ..� ____._.__ ---�--- Wn?xw BELOW ' ' + s -- - ---- .. I0 • - ---- 1"--1"-- I 1 I ' I I �\ L �� j 2S s2 __. t t I I PEO'D TO SPLICE ACRCICS COUWN NTTH 1/4• x Y LENGTH to }' "�'*■+ - i'"1 I I i TW •B F BAYS I ��'-i'4 -i�•� I ` S2.,ae 9 STEEL DRAG STRUT PLATE S• ODE x i/2• THIO( x LINGTH • I ' wlrxtf tnOw I , ; 2 36 1 FILLET MELD 2 SEES 'I \ ` 1%12x14 --— 34 s wtzx3a b 1 I �I� W12x19 BELOW,GYP U - WI2k3o LOW - ' ,o --- oW ••1i 1s 611 uONG i STEEL DRAG STRUT PLATE J• WIDE x 3/e' THICK x LENGTH / I Y I o WIIx19 1 \ GR10 GG � W12XJ0 BELOW' � REO'D WITH 1/4• X S' LENGTH FILLET WELD AT JOISi/GNFDER r 011X18 W12k19 AND AT COLUMN CAP PLATE I u WI x14 WW1% - IYi1X15 w12x19 012x19 ----- - --_ - 119 AT OF BA f✓�` -- - W12X3o� w-_ 2Xi� W12xiG mute � , M Xt B .�1�3L-�. �LiXLB.._ S31 - - ♦ \ SS ' - - -' _ -.- L - _ WI4x34 Ji .. - 11 DESIGN J0151/GfKIER FOR AN ADDITIONAL Axel FORCE OF 7 Mmi10 ` a T110 1 1 } + MI2X1 "�l>i�"r - r An2At� !� W10x1 KPS FROM SHORi TERN MND OR SEISMIC FORCES �,p �o � T �,1 -- ya t -_• )� ' ' '� J 6 _ 12 ASSUMED ROOFTOP TENANT CONDENSING UNIT LOCATION AND 1 ?3 I _ ❑ o ' JOIST REACTIONS JOIST MANUFACTURER TO DESIGN JOISTS AND sa RS FOR EJUPNE?/T Ste '�Q- 43 K x#1.4L _ — ABovE 2 H /lee `1 23 LOADS SHOWN 1 ffi':1Q- W12 n 26K Tf11/iDB 1 122K 360/le8 TLP ROOF - x - 1 I 1 1 FRAMNC MEMBER lN0 5J S weld I- t1 S3S tJ x24 OA NER DETAu 42/SJ 9 9N ETA C-0NNE TI , / 1 53.1 '- 41 S36 JMexlo , Ilexlo _.�`Jl TIM � t6 DE TAIL 43/53913A L c DAIS W10X12 S3 6 ,._�. I --- 53.6 0 11'-6_ t l'-6• AC]NGaI - 2,ti1 /188 +1---q 26K 3601188 I I - JFiO ,813 ) I ` x GENERAL NOTES Wtox12zeLH s§o/iee 2sK 36o/iee — u, o \ , -- — T6 W1Dx55 L - .-26K J ;iB8 ----- -- -- ---- -- ---- - - � - - $ T o - i I -- - -- _ W1 BY 40 A RELOCATE EXISTING CHANDELIER INCLUDING EXIST84G STEEL Y >` - o �? NT• e' — W12)M4 r� / WIO(110. TYP - -- I SSUPPORTS, MANGERS WHEN G. ETC ON AR011 DR FROM SEE Ips 4 7 , W1 1 ♦i 012X14 - _ CPRS BaA E :MOWN ETC AND SUPPORT FROM NEW 7 -- i-- DETAIL 910 S3.7 } W14x22 ♦1 2 4 O1 1S'-S' WTBx� B. MECHANICAL UMi$ SH 24K 360/ICa ?4K h 012x14 (♦1/2') rnhn4 fath9 + IA♦X22 (♦1� 4 ( TNI 4 ♦1 ' T - 4K 360/188 - ! W11 014x22(♦1/2') 014x21 ♦I ADD ANICA SlNT' SM LL STEEL FRAMING BELOW RW FOIT _._,_Z,K 3¢0/iea M''1 ' 1 In 14 .' ( /?') 4x ♦1 SMALL BE SUPPORTED ON ENGINEERED CURB . 0 4K BD _._ 24K Jho/,M I Wex1o, rw - - - IK 1 e 24K 360/1De 53 SUPPORT OF ikgT (TLD AT EACH AMU ALONG ENTIRE LENGTH OF -0_ _ WBXIO. T19 513 0B). PROVIDE CONNECTION PER DETAIL 22/S31 AT ca �- � „ • -- - - ---- - _ - • - 24K �+/1f3a � � AMU 4K 360/1Be 2,K 360 i Sr-0-"--• — r��na I BE TO BEAN, PER IJ ,' �` -•� ♦K 36O 186 Bf - _...... R ! � /536 AT DEAY TO JOIST. EACH END v X 241E-360 " x - - __-_- _ 4K 1 ; j �1 •� 53 - \ 0 53 7 _ c DESIGN ROOF JOISTS AND JOIST GIRDERS IN AREA SLOWER WITH a 521 O8 W L 11 X 10 ' - 4T+^360 - ♦K 160 ,06 - _ L__�_-A ,u 34 Q. IK 1 4K 1 r I FOGHT UTURE MATCH FOR AN ADDITION DL - S PSF TO ACCOUNT FOR / t IK 0 1 ♦1 M a - ,K 760 t w ' SJ 6 T R 9' 10 1/1 ' _ 04'L EQUIPMENT 24K 360/186 X ' MnaY14 11 - W 1 - �� Nh ♦ ,K 36 ,138 _ o - 21K 360/t8D IK IVVS� W I o —1iTYt♦ 1*t/?"1 _14K 360/'6D e 4 -----L S36 ANGLE POINTNI ` 4X 4x 1 - 4X 1 + 24K 360/DAIS 4 ti + TOP FLANGE 3' O DESIGN ROOF JOISTS AND GIRDERS FOR ADDITTIONAL LOAD FROM A; \ `� �' W ,e 12 :► 4k 1 w14x ♦ ' W12x1, ♦t 1SNOW DRIFT AS ` `` W1 a I ♦ , IV12Yla 2410 /I� : X i 0 SEE GET 51 BOTTOM aS+OIN ON SNOW DRIFT PATTERN PLAN AT 7, Mt T4 ♦) 1)a 01 1 x , } h 11 / _ 1S 4X - E Loc r e s4 �'•, S3 J M 55 ♦I/? TtOM *AL DEETTAILS ♦ .%1 x1 SJ 6 A SEF SHEET 3 7 FOR STRUCTURAL S FOR CHANDELIER TYPES 1 ! 2, SEE � W36 N /I 1 - i`i N k IBM _ a w181c Jt s, __. - ~�./ _ (D Wl - - - - --A T. --.__ - I I t HW[7tE 3 . W1840 4 _ S -'�— !L36,/ 24LH 360/IDB e`7 53.1 #24X55 \\ r - s3.e I I 12 X11 _h - - - x _ - 4LH �,8D W1?z4o N R ` * 11 /1" _ W -Ls u-T!Y IJ •+ A� A I (6)LOCATIONS _ Lr g n - - S35 ja (`,jr., WIT X40 11 - - tb • I - ---- 1 _1� ---- -- - WI % IM2XT4 - - - - - 7$ hW - I ._ _ 1 - 13 + ` - 40 Lr_ �y/ - v ) 1If11, 1 1 �- I 1 �--_ !I ----------- A l - _ W12x1 4 - NGRC5TROM Rp iMa ,� _ -- __ / 1 1 ( li1 1 0 Z � I I N 1 e wF � '4 W I 1 11 1 III - 15 ��' S1 11 Mf MF � 4 0 I DE 'IL 4b15T AL ON# THIS I S3 5 $3 g S31 TTP 52 108 I I I MOYENI FRANE9 I 1 J $1 S� SEF DERAIL SHE T 536 Z HE FOR AN TICHA4 AMAl DESIGNN JOIST GREEKS AI G THIS r S3 3 FOR TYS T F CE OF 35 KPS OM T TERN GRIDUNE FOR AN ADUITiOIN AOOAL I DESIGN JOIST COMERS .4 THIS DESIGN JXST GROERS Al G THiS C MF'D SEISMIC For- I FORCE OF 35 KIPS FROM ORT TERN GROUNE FOR AN ADDITION AXIAL GRIDLINE FOR AN ADDITION AXIAL 1 DESIGN JOIST GIROERS AL C THIS � -- V FORCE Of IS KIPS FROM 1 TERM GRDLNF FOR AN ADDITION AXJAL � I -- I I OND OR SEISMIC FORCES fORCf a 3S KIPS FROM T TERMI FORtZ OF 35 KPS FROM ORT TERM � 1 { ( 1 WIND OR SEISMIC FORCES i WIND OR SEISMIC FORCES MID OR SEtSMfC FORCES0000" Z Aft IT c/) J Q Q NOTE. SNOW DRIFT- TPERMEi'�Ep GALLS Far JC`ST DFSK]f5 -.... ( TION TO THE UO@FCft SHOW 40 PSF AT ROOF EDGE) 40 PSF l i 12'-0• M u - -- o L) h N � - aN o ` DIAPHRAGM ATTACH IOR TV[ A'. TV f L t GLI.S) / DIAPHRAGM ATTACHMENT I t /// Tl9F 18' N HATCHED / AREAS / h KEY PLAN 'Y DIAPHRAGM ATTACHMENT PLAN p i SNOW DRIFT LOAD PATTERN - PLANif r4i 0 m �� F FRAMING PLAN L J� Z SCOL: 20•-0' 1' / ,A' LEGIBILITY STRIP s � M IQwx�lc� T 9 10 1 I 12 I3 14 MIC 17 103 10 2C` 21 22 23 r.4 25 dF 29 29 30 i I I;�1 8 r9 4 V L ► @ warYi tylOt! tom.•. .. _ :..- ,� i - :. .. ,> ., ., Nd EXIST CLU WALL - EXIST CMU WALL EXISTING MAS GALL TO -�` f6LAYl SL1A CROJT lP t J EN7St 0 •' d AMiLIVE OPEIaMG Ll/ x �(� - 1/4 HSS COL 5/6• pA A307 -PATCH FLOOR SLAB w/ LJIOL ANQE •x•x f/e — ES11SrfNG FLOOR x0--11" LONG T EXISTING WAS WAS WALL -- -vT WALL AFTER YASONtY A 0+Ru ears T-- r WALL oEMQUTION s-. • 2'-0' oc 2-1/4.11 9OL TS BEAM P ro BE rD)O�tO • - CHH LOCATE /• S/e' STIFFENER PLATES----_ I I PLAN ADi#E9VE ANOIdT'a LOCA IE I #LS • S2' oc / I I 80-rs 2' FROM EDGE OF L"P, EDGE Of WAS WAIL At Q (IF sR n1qES E 1 //� TI-T ucTU 4 I X119,01 GRADE 3• / PATCH BOW,,aiYP + ♦ •• _ *,�,ss�� Lam` NOTE BO1 WALL i0 STEEL ANQE ]tNWEI PEA R.AN MA5011tY WALL AND -- _ -' - I/j- EA SLOE OROUT AS NOTED FW - �+� - ` TO RDXMNG WALL BELOW EA 510E LLV ,� 13 � ADat� BDS - - 5n CQ - - �� NEW UPE TNG Eg -Ir-4• - LOCATE TO 6 - S/r•(poly - I -- - - ALLOW FOR MYtl0.M --v --- uNr CLEARANCE BETWEEN NEW 1/2" 8A5ERAIE w/ NEW STE -SLOrTEO HQE FOR -- SAWCUT MORTAR ,TONT NOTE BOLTS W/6• WIN EIRAD 0051WG WAS STEP- \ Lax4X3/11 (LLv) w/ 2' CHANNQ AND EXISTING 4• r r 4• 111. OC VER r) HALL r0 REMAIN �--� I' CRour PAa ABOVE - NEW STL DETAIL APPLIES to ALL EXISTING WAS WAIL --� I I FLOOR BEAM EDGE OF NEW - , --fJ+OuT PATOI COLUMN !/1.4 ASO7 BOIrU FOR M15TAl1AnON OF NKiE CIPEti.«G BELOW 11• CWU WALL UP TO 6'-0• TO ff Al i EDGE Of EXISTING NEIN OPENINGS,N EXIST I 1N NO rH OPENING Ba Ow OR X - - -,—� WAS WAUCOW" FLOOR GROUT PATCH TYP NEW OPENING NEW OPENING AT EXISTING MAS 1NALL BM CONN AT EXISTING COL/MAS WALL MAS WALL DEMO COL BASEPLATE EXISTING FLOOR BEAM/COL CONN IN EXISTING MASONRY WALL 11 _ — _ — — — — -- __- S, 9 - :S 9 9CAlL: NO SCALD VALE NO SCALE ;CAIS- NO SC+1Lf SCALE: MO SLATE SCAIF: NO SCALD SCALE: NO SCAR S3 9 - _ 5NICLE DOST SPACING - I.-Oil FIELD MEASURE _ - - - FACE OF EXISTING MG wool MAsomy — -- STOKIRCINT TRUSS - SEE PLAN FON NEW SQA GROUTING 1• RE TURN -3" IL - - - --.. rOv AMCBOTTOM ( FIELD Awy L�C3XS/11 CONI ■TM TYPICAL S/16 I E�QSTiNC GOP Q EXIST !T 4' A307 BVACE MASONRY WALL SI AT •'d GL VAX SOAODG EXISTING STEEL CO STORUPOMT !BUSS ST+I.DQ ANGLE •E1E sAauRED rHau ACCORDING TO DETAIL 22/S.SI EXIST METAL DEO( S OEON 10 ANGLE 3/16 TO EXIST� JO BELOEXISTINGwSTMINE FLOOR HSS6x6x3/11 - TYP 1/11 , I/'2-12 ANCLE EXISTING - --=� y.' i I I -EXISTING CEAUNG TRUSS METAL DECX cj SUPPOT T S TRUC TUBE A r �/ 1/2'0 x 6' WELDED HEADED STUDS STOREFRONT HULL'/ 9#016: o y ANQE TO EVS TING REMOVE DR NECESSARr --sf --------- - --- - - -- -- AT 12. OC. BELOW WEZZANK FLOOR- q UNBSTROLTINE PfaOR G 0 RETO.AL OF '• - - 1/4 ANQE FOR NEW CONSTRUCTION N 0 1Y oc, EA FAQ �Afu - REPLACE TO MATCH - _�.` , SHALL REMAIN NY PLACE UNTIL `/_ DAM 4• IN DOST MASONRY n HA SL' r WALL CE UNI _ ( WALL wM EPDXY AOnNE9rE �• NEIN STEEL SUPPORT SrRUCT1JRE IS CO RETE LSX3X3/11 x 1'-0• LONG (2) 3/4•0 X 6• ADHES VE (•) /4 EA FAQ LI 1/2x1 1/2X1/4 LOCATE (4) ANGLES AT 4'-0" OC ANCHORS At 8. OC �j48OOTTOM OF EASTING \\ N FLUTE ABOVE DECK \ �• �// AT TWO FABS OF COLUMN, AS SHOWN rYP AT EACH ANW FORM AND POUR WO CONCRETE WALL I I I I Y.Twel"T TRUSS - co \ Ar 4'-0" OC BELOW MEZZANINE FLOOR TO UNDER%* CF MFZZANUNF. STRUCTURE T>p LOCATE ro AuCM �, STEEL EDGE ANGLE - r WI M NEM WALL ANO" ��=i �PLAN MD LOCATION, 71 / 26 I I 1/• EXISTING +MIN• J I 539 i+ STM TO ANAL STEEL JOIST EXISTING MASONRY wA11 I i .�� 1/4 T� � rr�.L/. R. WASHY EVSTIMG MASONRY � - - 3� x �. PLAN — STEEL SUPPORT STRUCTURE EXIST MASONRY TO EXIST DECK STEEL ANGLE SPLICE EXIST MASONRY TO EXIST COL EXI _ . a 2, ST MASONRY TO EXIST COL 2, STOREFRONT CEILING TRUSS CEILING TR�. SS SUPPORT STRUCTURE 9 S; SS 9 SCALE NO 54:1LE SCALE ti :� SCALE: N0 SCALE SCALE NO SCALE r3wEca ENO sn COL. scALE NO-SCALE — �- - - iCAIE. NO SCALE --- --- r� 1/4 GC SEE PUW GRADE BEAM - I • _3/4•4 SEE PLAN FULL 3/4' STEEL PLATE - TYP 1/2" CAP/'BASE am TS 3 SIDES rYP 12• sous • PLATE TO MATCH SR 1/2 EACH END 5/16 4-12 BEAM FLANGE WIDTH COL - - rYPGG C � 1/2 EXISTING STEEL 1/4 112 STE>r1 BEAM - 3 52oE5 - GYP 1/2 OULD BM BEAMS SHEAR 1/4 am SEE RAFF 1}• 3/16 wcxN w/EOCE Of - 1. I.-e' EvsnNG WALL 0 EXIST\ Wex31 X14'-0' LONG rQ$ EXISTING RLE CAP BOOR CONSTRUCnON PLATE Li CENTER UNDER EXISTING L M12X30 +L(YOt 8M EL SEE PLANS r • J I1• X11 7/8• STEEL r0iEMSTING PLATES CUP CORNERS / W14 OR 0 5/16 w16 BEAM AT COLUMN W(79 FEW STEEL — ! /9 TDP aBOR - i O O 3-12 ME10 16• SOLID SLUPPORr TRUSS DOWl INTO MILE CAP o$ 0 I 0 I/4 3-12 Al ENO OF BEAM EXISTING J W1 TUBE FRAMING MnAC 9JPVAT GRID 2.9 Cll ia• 9 W1 � STEEL OR W16 5'RUCnFf -- - $ — — sTBEAM 0d 6'- SEE PLAN '/• sn BEAMIIV :o PER PLAN W 1• x12• - NEO( DOM# --- 'sur COVER RING ATE 6 EXISTBM Q CUT COLUMN - "��"� •COLUMN TO 8 7/8• NOTE. OR INT BEAM MAX NEM STEEL ANCIE 4X6X1,'2 (LLH) ANO L --� CONN SYMMETRIC ABOUT PRIOR TCONSTRUCTION NPERFORM04G Flu LENGTH OF SUPPOR I TO BM COIN sTRucrlr� - GDP a 9011011 _ — ca CENTERL,«E ,AE1D5 O STIFF�7NER R 1/2- 111 AD►#F S,vF ANCHOR � J EACH SiX Nle" oc top a Bou w/ 1 RAD,U; SECTION — NEW STEEL SUPPORT AT CUPCollINN ELBED � C� - ,. TIE Nle" OC EXISTING CEILING TRUSS STRUCTURE 72 CANT BEAM AT OFFSET COLUMNS GRADE BEAMCOL MOMENT CONN COL STRENGTHENED BEAM STRENGTHENED BM TO BM CONN ,a 9 —SJ 9 — - - - SCALE NO SCALE NO SCALE SCALL NO SCALE SCM� 40 SCALE ----- >S) ;GATE NO SCALE - S3 9 SCALE. NO TE, WT COW NGT REQUIRED AT 0. GRID 32 7 AND 31 7 STOP WT 1• GEAR OF GUSSET PLA TE. N� 1 T TO Esm L.L XIST EXUSW BOLTED/ SEAR 1/4 MELDED U)CE BEAM PLATE yb_ EXISTING MALL CONNECTION CL EXFSIINC WI - FLOOR CONSTRUCTION EXISTING W14 STS 11EAM I EXISTWC ROOF AT SIM, STEEL BEAM !- 14 TING Nn a MAW 3-12 /V1 LD 16' STUD AT EAU OF BEAM 5/16 1-t2 ^ � 1 EXISTING EXISTING / �_ a STM CQW 1 4 Uo * 0 8 SrFEL CQUMN (n i INT BEAM NEr INT OR - --- --- C-,0%-R FIAtE 94ORE CONVIPLOC"Oh NEM INT --� :NR w AN r PRIOR TO PfRFO1l COVER PLATE OTO INS MMAx MELDS Of PER RAN e _ 6• ,/, sib rw`X UNO 1/2• SMI MAX MAN D I STRENGTHENED BM TO COL CONN STRENGTHENED BEAM STRENGTHENED BM0 TO COL CONN •3 f :S 9 SCALE NO SCALE -- t F;c1aR) S 3.9 SCALE: NO SChE SCJ NO 3'J4E - ------- --- - - (0 ROOF) O O v e C I, 2 Y r c vc A n ^F 8 ' y U Q itl ' : r ,xl 6A ! rte{ r7 dy ry LEGIBILITY STRIP CRI; I 10 0201 NdN 4 a N� ; g I'o II I� .�. I'e 19 :o a. 2 23 24 25 ag 2- ,h*NI, N Ic+r. M1I•b� ..,.,. .. _. - '• '' .. - t��ji J.iIJ1lLLLLi.t�.i.� O�l�- Y. 041141. .4 Pilo, Ank i