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HomeMy WebLinkAboutB04-0252 Plans Structural Half-size (do not delete until compared to full size)O FOOTING SCHEDULE TYPE SIZE REINFORCEMENT G -­ - -.-- - 1-2. (4)--6 EACH WAY ES 5'-0" X 5*-0" X 1'-4' (5)—1 EACH WAY < Z v; 6­0 x 6-0 x 1 W•1 EACH WAY 5, CONTRACTOR SHALL FOLLOW ALL Rr66REMeNTS LISTED IN SOILS 6 x 6 x 1 (1)-" EACH KAY '7 x 7 x 2.,. (9) -7 E,-V-H WAY F el x 6 x 2 (l)—e EACH WAY G w-o X W-O' X 2' _6 (q) -06 EACH KAY &. PLACE SLAB ON GRADE ON 5TRU6TUPAL COMPACTED FILL OR z (&)--q EACH WAY O Lu REINFORCED WITH &X& W2,1XIq2,1 (IO)-#q EACH WAY K 12*-0" x 12 x 5 (I2)-1 EACH WAY nt 12`6 X 12 X W-2 EACH WAY DIMENSIONED OTHERWISE ON FOUNDATION PLAN. III'-' X 16'-' . 3' -b ow-" EACH p:lz__—y boo -4 i$' -0• x 4' -4" X ll� (Ub)-011 EACH KAY FOUNDATIO : L DATUM ELEVATION 100'-O"EOUALS 45I00'-O'QS,,SS, ACTUAL ELEVATION, 2. [X><X'-X'l INDICATES TOP OF FOUNDATION WALL ELEVATION. 3, (XXX-X) INDICATES TOP OF FOOTING ELEVATION. 4. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN < Z v; ON ARCHITECTURAL GARAGE FLOOR PLANS, MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 100 FT:, 1 � 01 U:s 1.8 5, CONTRACTOR SHALL FOLLOW ALL Rr66REMeNTS LISTED IN SOILS .8-0 0� REPORT. b, FL004Z ELEVATIONS 5HOW" ARE AT TOP OF FLOOR SLAB. 1. BOTTOM OF FOOTING ELEVATIONS SHOD" ARE MAXIMUMS AND 7— MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY ry CHANGES WITH STRUCTURAL ENGINEER. &. PLACE SLAB ON GRADE ON 5TRU6TUPAL COMPACTED FILL OR z NATURAL 6RAJ:>E AS OUTLINED IN SOILS REPORT. Q. UNLESS OTHERWISE NOTED - ALL SLAB' 5-ON-6RADE ARE S• THICK O Lu REINFORCED WITH &X& W2,1XIq2,1 r 10. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS KITH ARCHITECTURAL. DRAP M C v IL CENTER rOOT'146S UNDER KALL5 AND COLUMN5 UNLESS Lu DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 12. OVERLAPPING FOOTIN695 FOR COLUMNS SHALL BE REINFORCED AT boo THE TOP WITH -1 AT 1*-0" EACH WAY. N 15. PRECA5TER TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS OF B r LO _KOVTS WITH MEC HANICAL DRAWINGS. 0— 14. EXTERIOR PRECAST CONCRETE FOUNDATION HALLS TO BE DESIGNED SEAL FOR VERTICAL GRAVITY LOA05 FROM EIVILOIN& COLUMNS ABOVE AND LATERAL EARTH PRE' SSURE. TYPICAL COLUMN LOAD - 100 KIP., LATERAL EARTH PR"550RE . 50 PCF, REFER TO FOUNDATION PLAN FOR HALL HEIGHTS. � 15 INDICATES PRECAST CONCRETE FOUNDATION VAALL, < 0 I&, REFER TO ARCHITECTURAL DRANM65 FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. CL. 17. THE SOILS ENGINEER SHALL 05SERI/r THE SOILS DURING THE FOUNDATION EXC AVATION AVATION TO VERIFY THE 501L BEARING CAPACITY OF 5000P5P FOR FOOTINGS E 16 FT? IN SIZE. r-6mu FOR, NO. DATE I 60K 07/01/04 PROGRESS 0- 0 06/02/041 2-5% CD SET e OVOILOL r'-Ae v p f0 /f2/04 19 V & IIA5104 RECORD KIQT4)T SET H 0 PERMIT SET I OIA4105 /.\STEEL PACKAGE 1 02/11/05 /A. ASA -4 1 03 /;6/05 A A5101 L 104105/05 /,\REVI5F0 PERMIT S_­ GEr I I (D 12.0 13 LEVEL 138'-O" FOUNDATION FLAN I Jc 1,_f TOP S 0 ZR Z OA -. < Z v; 1 � 01 U:s 1.8 — .8-0 0� 7— < Ntn z O Lu r d. chi M C v Lu boo N O'lmb, 10 I SEAL W 0 0 < 0 CL. 3 r-6mu FOR, NO. DATE I 60K 07/01/04 PROGRESS SET 0 06/02/041 2-5% CD SET e OVOILOL r'-Ae v p f0 /f2/04 19 V & IIA5104 RECORD KIQT4)T SET H 12113/04 RECORD PERMIT SET I OIA4105 /.\STEEL PACKAGE 1 02/11/05 /A. ASA -4 1 03 /;6/05 A A5101 L 104105/05 /,\REVI5F0 PERMIT GEr KEY PL AN LEVEL (138'-0") FOUNDATION PLAN PRO-ECT No 6400 DATE 3-01-04 VRAM BY Tjm CHECKED BY HS SHEET N., -Of S2.Oa A FOOTING SCHEDULE TYPE SIZE REINFORCEMENT Z 4'-0 X 4' -O X t'-2 (4)­6 EACH WAY 5 x 5 x 1 (5)--1 EACH PIAr C 6 -0 x 6 x t (6)--7 EACH I 6 -6 x 6 x 1• -10" 0)- EACH HAY < " . 7 x 2 (&) EACH HAY F 8' -0 x • _'• x 11-1. M-•8 EA CH HAY O -0 0 xq. .)� OV-5 EACH KAY t0'-O' x 10 -0" x 2' -6 (B)__ EACH KAY 7 11 x 11•-0 x 2 (10)-" EACH KAY K 12'-0' X 12'-0" X 3' -1 (12)-NQ EACH HAY L 12 12 x 3 -2" 1101--1 EACH HAY c m W-O' X 16'-0" X (16)-•9 EACH KAY <N) Iel'-O X 14-0 X 4'-4 5EAL FOUNDATION NOTES' 1 DATUM ELEVATION 1 00'-0' EOVAL5 5 -O' U.5. ACTUAL ELEVATION. 2 . IXXX' _X I INDICATES TOP OF FOUNDATION HALL ELEVATION. 3. (XXX'-X*) INDICATES TOP OF FOOTING ELEVATION. 4. PROVIDE CONTROL JOINT5 OR CONSTRUCTION JOINTS AS 5HO&'Im ON ARCHITECTURAL GARAGE FLOOR PLANS. MAXIMUM 51ZE OF E ACH AREA SHALL NOT EXCEED 100 FT 5. CONTRACTOR SHALL FOLLOH ALL REOUIREMENTE, LISTED IN SOILS REPORT. 6. FLOOR ELEVATIONS 5HOP44 ARE AT TOP OF FLOOR SLAB. 7. BOTTOM OF FOOTING ELEVATIONS 5HOHN ARE MAXI". * AND MAY NEED TO BE LOWERED ME TO SOIL CONDITIONS. VERIFY CHANGES HITH STRUCTURAL ENGINEER. 8. PLACE SLAB ON GRADE ON STRUCTURAL compAcTeo FILL OR NATURAL GRADE AS OUTLINED IN SOILS REPORT. q. UNLESS OTNERkIISE NOTED - ALL ARE 5' THICK REINFORCED HITH &X& K2.IXH2J H.H.F. 10. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL ORANIN&S. IL CENTER FOOTIN5 UNDER HALLS AND COLUMNS L44LESS DIMENSIONED OTHERWISE ON FOUNDATION PLAN, 12. OVERLAPPING FOOTIN69 FOR COLUMNS SHALL BE REINFORCED AT THE TOP HITH • AT 1'-0 . EAC HAY. 13. PRECA5TER TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS OF BLOCKOUTS WITH MECHANICAL ORAKINEIS. 14, EXTERIOR PPECA15T CONCRETE FOUNDATION HALLS TO ME DES119wo FOR VERTICAL 6RAVITY LOA0 FROM BUILDI , -OLUMNS ABOVE AND LATERAL EARTH PRIESEURE, TYPICAL COLUMN LOAD • 100 KIPS, LATERAL EARTH PRESSURE - 50 PGF. REFER TO FOUNDATION PLAN FOR HALL HEIGHTS. INDICATES PRECAST CONCRETE FOUNDATION HALL. 16, REFER TO ARCHITECTURAL ORAHINSE FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. 11. THE SOILS ENGINEER SHALL OBSERVE THE 501L-5 DURIN5 THE FOUNDAT EXCAVATION To VERIFY THE 501L BEARING CAPACITY OF 5000P VF FOR FOOTINGS EXCEEDING 16 FT? IN SIZE. 4 -OL (1 0" 7--t X _o o' J / HALL r P HALL STE STEP 2-o "A r R' OPENIN�65 HALL HALL 'JAL TH15 HAL Top OF 6 HALL L IS" STEP FZE� ARCH, HALL SLAB, STEP STEP T 0 AZ eL.- I- INTERCEPTOR 5! q'-q f/2 IA ST., .xr - j -, OF 5" EEP FO z AB ITH AT -o Top BOTTOM (135 -O ") x q- HALL FOOTING HIT r Tr _:�A STEP of. I - AN > I . dO yMM I L 11V U ORAI ------ IN- - e 5s2 1 i f ©" 6 I _- - - - - - - - - L L TOP 1'-4 • PILASTER X 1". ce If I I T COLUMN & , 4-1 P) IT STEP BOTTOM VAULT Ea - Eli YA- T_ OF VAU I i - - - - - -- !-o-j EL.- 12WIq 1/21 17, X � '_o' X 4 6' 1- 031 89 A, FOOTIN6 WITH LONG IRECTI AND (I T OF T IREOT" 7 T L PI I I SLAB-111-1,11 ri C4 ( 11 ­ __ . I GRAVE'.. BASE 4R O" L Jo STE L Tit r W-4' SLAB TOP OF I %U L 1'-4" X I' X" SAN INTERCEPTOR m STEP PILASTER EL, 70 1-2o T ' x �o* x, AND W �- 1'_ 4 - _ 5TORMkIATER I I I (' E PILASTER T Tom 12q -o LT 05 5 - 5o:) 14 of r I T FILA TER 04AIN - 3: 4 � ��. _— I I i I I I I I L_ J , I , l I IP71ASrE I � I � -C TOP 0 T - ` LFE� ' T-PI L j, FOOTING SLAB V EL 122•-10• STEP Top OP a SLAB --1 -4- F 1'-4 X 1 4' N 1-4* X 1*-4* _T � PILASTER & PILASTe 1A, PRECAST HALL L 1 1311_6" F 7 77 55 17 1 - HALL I - -T r SLA 4$_ t: TOP -4- 4 53j D I HITH 6X6 "2J72J 11.7.1 N L HA14P. STEP 2q. L tr 1 4'X 1'-4 L AS-TER S-TE P AA55 RE, ELEVATOR SUMP E3LO4KOvT- T� p PI LASTER . 57'-Il TYP. OOT t-IANUFACTILIRER A: SRlab A3 TEP' H kLL S'EP _j .-4. x I.- PLASTE F OF T DRAIN- - 4 -HE 3 = __T v4j'4.F ITH 6X6 K23 X P42.1 ' FOOTINS S$.2 4' e.— 151,61 r-- TOP STEP I BASE GRAVEL B ASE L_J_ SLAB T L Ur 2*-0' A _____ t � _ /\ HAL TOP OF - s.- - — - — _4- STEP ELA53 SLAB 4 1 i I it i II TOP OF SLAB L-, FOOT, 51 h STEP "IS PMR i I ' , , HALL TOP OF 'HALL I , , STEP STEP OF _ AR i SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - �A= ---------------- 4 HALL I WALL L r - - - - - - - - - STEP v2") 16q'-I I/2 r HALL A v STEP SLAB A FOOT - - - - - - - - J L - - - - _r _ - - - 2 F- STEP -{- 13'-0" Aw N - - --- - - - - - - - - J L • _�" TOP PLUS REINFORCEMENT I TOP OF __ - _ - _ __� SLAB r 9311 W e, 14' -O" 14' 0' C -0. 8. 4 L N TOP OF 4 As TOP -n-ov", L - - - - - -- -_'! O Q 0 z Z A 9 P Z' < U 0 EA < z < 15 .5 O Lu 20 - i 9 7 Lij 81 XN N MIN 5EAL _j W 0 0 0 - 5 u CL. K� -�t1Ed PORT DATE WMIMENT 5�Y32VO4 PP46RE55 SET - 0 06/02/04 25 % CD SET E 09I01104 1555 V F 10/12104 1950E 'F' 6 11115/04 RECORD PERMIT SET N 12A3104 RECOW PEWIT SET L omim I/.\i5 PACKAGE J 0211'/051/,\ A51-4 03116105 /.\ A51 L REVISED PERMIT SET KEY PLAN LEVEL (138'-0u) FOUNDATION PLAN PROJECT No DATE 6400 3-01-04 ORAS-N BY riiEclKEo BY T)m HS SHEET N S2.Ob <;f - 0 FAI 14. INDICATES PFZE(7 FOUNDATtON WALL. 15. — ---- �—JNOICATI!5 SERVICE SEISMIC LOADS. A- PREg NOTES- 1, PRECAST COLUMNS SHALL BE 24"X 24 UMIESS OTHERWISE NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE COORDINATED WITH MECHANICAL ENGINEER.. 5. EDGES OF OT PLANKS SHALL HAVE EMBED PLATES AT 2' -Q Q.G. AT ALL CORE KALL5 FOR SHEAR CONNECTION TO C SEE APPLICABLE SECTIONS. 4, ALL PRECAST FLOORS SHALL HAVE 5 1/2 MINII` M THICKNESS TOPPING AT voiaLe TEE LEr, BEARJNG AND 2' MINIMUM AT MIOSPAN. WATERPROOFING SHALL BE APPLIED PER ARCHITECTURAL PRAHINSS. REINFORCEMENT Or TOPPING SHALL BE M, "23XH23 NHF. AT ALL FLOORS. CONCRETE WEAR SURFACE ABOVE "ATERPROOrINS 5. SLOPES OF PARKTI AREAS, STORAGE AND WALKWAYS SHALL BE PROVIDED BY SLOPINO OT - PLANKS AND PRECAST BEAMS, &. -4— INDICATES TOP OF CONCRETE TOPPING 5LA5 ELEVATIONS UNLE55 OTHER"5E NOTED. 1. DEAD — J�E :.- -A-- SERVICE L- N.11-ATIE1 SERVICE LIVE LOADS, LIVE LOADS ARE REDUCED PER LEC, 6� a INDICATES STEEL COLUMNS 'W ONLY" FROM THIS LEVEL UNLESS NOTED OTHERWISE. 'I. CXXX'-XX"l INDICATES TOP OF F4)VNIOATION PtALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION 100' -O EQUALS ACTUAL ELEVATION 45100*-0'. : 1, LIVE LOAD , 50 P�',l UNLESS NOTED OTHERWISE. 2 . INDICATES AREAS WITH LIVE LOAD AS NOTED. 5. 0 INDICATES PRECAST COLUMN. PRECAST SUPERIMPOSED LOADING LABEL SUPER DEAD LOAD It— LOAD HATCH PATTERN N 15o PSF 125 PsF CI H55 4X4XII4 V� Y�� OR 145-2c F2 75 P5F 5 12 PsF CIS C3 H55 4 X4XV 2 OR H5-2o CA RSS 6X&XI/4 f 22oo PsF too F-IF P4 o PsF too P5F 1 50 PSF too PSF H56 WC45XI/2 P 350 P5F 100 PSF P'l q5o PsF too PSr PS o f-SF 125 P5F H5' . I2XI2X51a P9 O PsF 50 PsF 440 PSF loo PSF PII Ilo PSF too P515 ro Rt 53A (D-l' ---------- 3 .5 4 MARK CIOLWIN SIZE V �� � N V 1 i J 'V \7 � CI H55 4X4XII4 V� Y�� C2 H55 4X4 C� C3 H55 4 X4XV 2 CA RSS 6X&XI/4 Cs W-iS 6>(&>c3/8 C-6 H55 OX6XI/2 GT HSS 5X8X318 H56 WC45XI/2 C "55 8x8x5 /8 CIrD H55 loxioxi/2 CII HS', IOXIOXW& H5' . I2XI2X51a ii 14 HSs 12"x5/15 TOP OF STEEL ELEVATION SCHEDULE ro Rt 53A (D-l' ---------- 3 .5 4 I V �� � N V 1 i J 'V \7 � V� Y�� C� Z- V \ ii 14 LEVEL l4e'-O" FF,: F::)L4N Ile, = 11-01 0 FAI PRECAST NQTr=!B. 1. PRECAST COLUMNS 511ALL BE 24X 24* UNLESS OrHEPJHSff NOTED, 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE eOORDINATEO WITH MECHANICAL ENGINEER. a, EDGES OF DT PLANKS SMALL HAVE EMEr-0 PLATES AT 2'-0" O.C. AT ALL CORE WALL CONNE To CORES. S FOR SHEAR CONNEC SEE APPLICABLE SECTIONS, 4. ALL PRECAST FLOORS 511ALL R-, W Ve 5 1/2' MININ� THICKNESS TOPPING AT DOUBLE e TEE LEG BEARING AND 2' MJMM AT MID5PAN. WATERPROOFING SHALL 13E APPLIED PER ARCHITECTURAL oRA"m&s. REINFORCEMENT OF TOPPING SHALL BE 6X6 K2.1>01t2.1 KKP, AT ALL FLOORS. CONCRETE WEAR SURFACE ABOVE WATERPROOFING S. SLOPES OF PARKING AREAS, STORAGE AND WALKWAYS SHALL BE PROVIDED BY 5LOPINC, PT - PLANKS AND PRECAST BEAMS. b. -'t— INDICATES TOP Or CONCRETE TOPPING -All ELEVATIONS UNLESS OTHERWISE NOTED, INDICATES RV - E DEAD LOADS ' IND SE Ir ICE LIVE LOTS' LIVE LOADS ARE REDU PER LB" S. ■ INDICATES STEEL '_OLUMN5 VP ONLY" FROM THIS LEVEL UNLESS NOTED OTHERWISE. q. CX>(X'-XX'l INDICATES TOP OF FOUNDATION WALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION 100'-0" EOUAL5 ACTUAL ELEVATION ellOO*-O', : ', LIVE LOAD , 50 PSP UNLESS NOTED OTHERWISE. 2 . = INDICATES AREAS WITH LIVE LOAD AS NOTED. � 5. El INDICATES PRECAST COLUMN. 4, INDICATES PRECAST FOUNDATION WALL. I$, ----rXXk el-- INDICATES SERVICE SEISMIC LOAD-.. PRECAST SUPERIMPOSED LOADING, LABEL SUPE-M-D DEAD LOAD LIVE LOAD HATCH PATTERN as HS, 4X4"/6 150 PSF 1:25 PSF CA H5 6X6XI14 05. OR HS Cb F2 '15 PSF PSr Cs HS'S 5xe'XI12 Cs (,> 125 CIO HSS IOXIOX112 2200 PSF (00 PSF C12 F4 0 PSF loo PSF P5 50 PSF 100 PSF F 350 P5F foo PSF 0 F 950 pep 100 PSF pa 0 PSI- 125 PSF F 0 P5F 50 PSP 0 0 0 u plo 44 0 F 100 PSF No.. PII Ito PSF 100 P5F 011OU041 PROC-RE95 MARK COLUMN size CI HSI. 4X4XI/4 C7 as HS, 4X4"/6 CID H56 4X4XI12 CA H5 6X6XI14 05. H55 6X&X316 Cb H59 6x6XI/2 Cl H55 bX6X3 /8 Cs HS'S 5xe'XI12 Cs W-,& 6(6X5/6 CIO HSS IOXIOX112 C11 H56 IOXIOX$16 C12 HS6 I2XI2X5/& C13 H5512X6X5/8 TnP e'� AT;=;=l r T=\/ATInW 1 A, - .U;=nI H P SLAI! 7 II V v V' 7 V V V V �v v 1 7 1 7 v 7 1 71 1 7 V/ V/ v v v v v \ �7 1_7 v V 1 7 1 7 V, v 1 7 \7 V V 17 v 7 1P QF v V 7 \71 v V7 1 ' IO fi 12 i2 13 (4 15 16 11 18 19 ee 0� 0 !Q 0 X , A X X X I x X I -a x x x x x x >4 I X X 9 4< x x �u Lu � Z US _x_________1_______ ----- 3: Z < LEVEL 4 NN =A O Lu ti PH 0 !Q 0 z Z -a Lu � Z US V � < 3: Z < z O Lu ti PH LLJ 0 SEAL F_ 0 0 0 0 u Q J 15GLE0 FOR, No.. DATE COMMENT 011OU041 PROC-RE95 SET 0 06102/04125% OD SET E OIVW04 I *1ACE' F 10AW041190E r-' & 11/15/04 RECORD PERMIT SET H 12A3104 IRECORD PERMIT SET I 01/14105 j/.NSTEEL PACKA6e J 0LWIV05 a A54 -4 0-5/16/05 L 0_X�105 KEY PLAN ED, CPO LEVEL (1 49'-0") FRAMING PLAN PROJECT No. 6400 DATE 3-01-04 0R.&. By OHL-KED TJM HS 5NF.E__ No. S2.1 b PREC NOTE 1. PRECAST 'OLUMW5 SHALL BE 24'X 24 UNLESS NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO M COORDINATED WITH MECHANICAL ENGINEER. 3. ED&E5 OF OT PLANKS SHALL HAVE EMBED PLATES AT 2*-0" O AT ALL CORE VALLe FOR Si-EAR CONNECTION TO CORES. SEE APPLICABLE SECTIONS. 4. ALL PRECAST FLOORS SHALL HAVE 3 112' MINIMUM THII-KHE55 TOPPING AT DOUBLE TEE LEG BEARING AND 2* MINIMUM AT MtC HATERPROOFIW- SHALL BE APPLIED PER ARCHIT6CTURAL DIRAN11 REINFORCEMENT OF TOPPING SHALL BE 6X6 K2.IX"2J W.W F. AT ALL FLOORS. CONCRETE J SURFACE ABOVE IqATERPROOFINI!, 5. SLOPES OF PARKIW AREAS, STORAGE AND "ALKNAYS SHALL BE PROVIDED BY SLOPING PT - PLANKS AND PRECAST BEAMS. 6. -� INDICATES TOP OF CONCRETE TOPPING SLAB ELEVATIONS UNLESS OTHERWISE NO' 1. XXk t� SERVI SERVICE DEAD LOADS XXk I ICA 'C LIVE LOADS. LIVE LOADS ARE REDUC PER 1 .5 U 5, 0 INDICATES STEEL CCL INS 'UP ONLY" FROM TH15 LEVEL UNLESS NOTED OTHERWISE. 9. CXXX'-XX'l INDICATES TOP OF FOL*4DATION HALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION tOO'-O* EQUALS ACTUAL ELEVATION alOO'-O*, If. LIVE LOAD - 50 P5F UNLESS NOTED OTHER1,415E. � 5. 0 INDICATES PRECAST COLUMN. 4, INDICATES PRECAST FOUNDATION HALL, 15. INDICATES SERVICE SEISMIC LOADS. PRECAST SUPERIMPOSED LOADING LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN PI 1 50 P5F 125 PSF HSS 4X4XI/2 CR Has &X&XI/4 OR HS-20 HS5 6y*x3 /41 1` 15 PSF 125 PSF - H56 axa"/a co HSrl 91"XI/2 OR H S-20 NS5 &XBXWe5 1` 2200 PSF 100 FllF H55 IOXIOXS/D P4 0 F-r- 100 P5F '<�=2-31 50 PSP 100 P5F Ezi:77-1--5) 350 F--Ir 100 P5F Qa/SZ/E� 8? 950 PSF 100 p5p N PS 0 P5F 125 PSF 0 F--C- 50 P5F vxynvv PIO 440 P5F too P5F Qz C� Pit 110 P5F 100 P5F ry COLUMN SCHEDULE MARK COLWN SIZE cl HSS 4X4XI/4 C12 H95 4X4XWb C3 HSS 4X4XI/2 CR Has &X&XI/4 cS HS5 6y*x3 /41 co H99 6x6xl/2 C'l - H56 axa"/a co HSrl 91"XI/2 Cla NS5 &XBXWe5 C, %v H55 IOXIOXI/2 cil H55 IOXIOXS/D Z H55 12"X5/B in G- - STEEL FRAMING NOTES: I. SLAB ON METAL DECK SHALL Be 4 1/2' (TOTAL DEPTH) NORMAL WEIG CONCRETE ON 2 - 20 *A. METAL DECK. MINIMUM COMPOSITE PECK 5ECTION RSOUIREMENTS ARE AS FOLLOt-IS, I - .415 - Sx • 360;n3 ;r (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)-5 SPANS) A 91 ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X& I4IAXKIA WkLF. ALL " SLAB ON METAL DECK SHALL BE REINFORCED WITH 0 6 AT 10* EACH KAY 2. ALL BEAMS SHALL HAVE 5/4* * X 3 1/2' HEADED ANCHOR STV05 SPACED 1'-0" ON CENTER UNLESS NOTED OTHER"51! BY EXXI, 5. C3 INDICATES TUBE STEEL COL" POI-IN ONLY. 4. 8 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 LABELED UP ONLY, COLUMNS CAN BE CONTIKJOU5 l POSSIBLE, 5. � INDICATES STRUCTURAL COLUMN OR BEAM LOAC15, LOAVIS INDICATED ARE V=:TORE0 SERVICE LOAD''. CI LOADS SHALL BE 30k 0,L, AND 25k L.L. UNLESS NOTED OTHERWISE. 6. ALL BEAM SPLICES SHALL OCCUR 2 FROM CENTERLINE OF COLUMN UNLESS NOTED OTHER - 7. <�> INDICATES BRACE TYPE. (D a. •...• INDICATES DIAGONAL eRAr-e q, INDICATES EXTERIOR ROOF PATIO OR VS- 10. -------XXk E —JN0ICATES SERVICE SEISMIC LOADS. It, CPX INDICATES 001-0-IN PLATE TYPE. SEE DETAIL I ON S1.-S 12. 5PX INDICATES SPLICE PLATE TYPE. SEE DETAIL :2 ON S'73 13. AREA OF TP.-- COMPACTOR (WEIGHT - 20k). 14, =AReA O� 0 CONCRETE SLAB ON 3 la 15A. METAL DECK WITH 0— 6 A 5 EACH HAY. BEAM REACTION SCHEDULE BEAM SIZE BEAM END REAr-TION, Naxio 1`45XI5 1`46X21 "Wof KOX12 "Oxlq J`412XI4 P412xl& kqi2xlq 1`112X22 "12x26 N12X50 "12X35 "12X40 NI2X4!5 CR H16X26 NI6X31 "6X56 PqI&X4O N16X45 1 Nie*05 "&X40 P419,X46 HI&X50 WI&X&S K16x Ntaxl& "21X50 H24X56 N24X62 K24)06 NOTE, BEAM ENO REACTIONS INDICATED ABOVE APPLY TO VEAI-* NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. 14 - LEVEL (1&0'-0") FRAMING; ELAN V d z ce I.- z vi I a LLJ < zz .g -1- 1— 5 0 5 = Zn ce < z v << Z Lu C rz co 01 U. i M 8? I ,>- boo N SEAL U.j F- 0 0 < 0 0 u CL yD FOR, W. DATE COMME 011OVO4 PROGRESS 5FT 0 06/02/04 25% CO SET E O9/Cf/04 155M V F 10/12/04 15"R)E T 11,15/04 RECORD PERMIT SET 12A3/04 RECORD PERMIT SET I OV14105 /.\,5TEFL PACKAGE j 02A1/05 1/.\ - -4 03/16/05 . A51 91 7-- SET KEY PLAN LEVEL (16") FRAMING PLAN PROJECT Nv. DATE 6400 3-01-04 op-41" By TJm CiIFCKECI HS_ SHEET No. S2,2a OF 0: a15 � T �NT - 1. PRECAST COLUMNS SHALL Be 24'X 24- UNLESS OTMERW15e NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE COORDINATED WITH ME -NANICAJ, ENGINEER. 5. ED&ES OF OT PLANKS SHALL HAVE EMBED PLATES AT 2'-0' O.C. AT ALL CORE WALLS FOR SHEAR CONNECTION TO C41RE5. SEE APPLICABLE SECTIONS. 4. ALL PRECAST FLOORS SHALL HAVE 5 1/2 MINIMUM THICKNESS TOPPING AT DOUBLE TEE L BEARING AND 2* MINIMUM AT MID5PAN. KATERPROOFIN49 SHALL BE APPLIED PER ARCHITECTURAL DRA4411 REINFORCEMENT OF TOPPING SHALL BE ">(6 142. X"42,1 Wj"L,, AT ALL FLO012 . CONCRETE WEAR SURFACE ABOVE kAATERPROOFIM6 !I. SLOPES OF PARKfN5 AREA5, AND J-IALKJfAY5 SHALL BE PROVIDED BY SLOPING OT - PLANKS AND PRECAST DeAMS, 6. -A� IND16ATES TOP OF CONCRETE TOPPING SLAB ELEVATIONS UNLESS OTHERWISE NOTED. 1. XXk INDICATE'. SERVICE DEAD LOADS INDICATES XXk SERVICE LIVE LOADS. LIVE LOADS ARE REDUCED PER I.B.G. 5. a INDICATES STEEL COLUMNS 'UP ONLY' FROM THIS LEVEL UNLE55 NOTED OT)-EJ;"I5E. q. rXXX'-XX"J INDICATES TOP Or FOUNDATION WALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION 100' -O* EOUALS ACTUAL ELEVATION 6100'-0*. :1, LIVE LOAD , 50 P5F UNLESS NOTED OrHeR"5E, 3 . 0 INDICATES PRECAST COLUMN ,4, INDICATES PRECAST FOUNDATION WALL, 15. - ------ XXk E ----INDJCATE5 5ERVICe SEISMIC LOADS, PRECAST SUPERIMPOSED LOADIN6; LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN P1 150 PSF F-5F W--. 4X4XI/2 C4 HS9 WC15Xf/4 0 125 R HS-20 I HSI. 6x6;K916 P2 715 PSF 125 F H55 Bxwolel Co 1-156 6X&XI12 OR HS-20 8556x6x CIO :2200 PSF too P!'.- H55 toxfoxwe P4 0 PSF too p5p P5 50 P5F 100 PSF p[7 350 P5F 100 P517 P 950 P5F too p5p Pa 0 P5F 125 P5F en �@6- FIB 0 P515 50 P5F 4L.vv^ via Plo 440 P5F too PsF 0 PII 110 PSI 100 PSP .j a STEEL 1<RAMIN!_z NOTES: 1. SLAB ON METAL DECK SHALL BE 41/2* (TOTAL MPrW NORMAL MARK COLUMN SIZE Cl HSG 4X4XII4 C2 HSS 4X4X316 C3 W--. 4X4XI/2 C4 HS9 WC15Xf/4 CS I HSI. 6x6;K916 C6 H55 &x&XI/2 C H55 Bxwolel Co 1-156 6X&XI12 CS 8556x6x CIO W6 IOXIOX112 Gn H55 toxfoxwe CM W-, a STEEL 1<RAMIN!_z NOTES: 1. SLAB ON METAL DECK SHALL BE 41/2* (TOTAL MPrW NORMAL /^'� �� pqloXlq WEIGHT COW _RETE ON 2 20 ISA. METAL DECK. MINI t - Um COMPOSITE DEC FOLLOWS, N2 14 2XI& W12XI9 N12X22 N12X26 X " .1 2X30 W12>C35 "12X40 W)2X45 SECTION RE6KAREMENTS ARE AS FOLLOWS, 1. - 415 I.4 tn5 S . :.360 ,6X45 11416X51 (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)-CONTINUOUS SPANS.) ,,6XC>o .16X&5 &>Of 1,410X76 ALL 4 V2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 HIAX1 G NOTE, BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE ALL &' SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10* EACH WAY. z O 2, ALL SEA MS SHALL HAVE 3/4" m X 3 1/2' HEADED ANCHORSTVD5 SPAC50 1'-0* ON CENTER UNLESS NOTED OTHERWISE BY CXX3. 31 13 INDICATES TUBE STEEL COLUMN P01 ONLY, Lu 4. H INDICATES TUBE STEEL COLUMN UP AND GOWN, UNLESS IT 15 ,OR LABELED UP ONLY, COLUMNS CAN BE CONTINUOU' . NHERLVER POSSIBLE. dl 5. FLOOR OPENINGS SMALLER THAN 1'-0* X t'-O* SHALL BE CORE-DRILLED u.j 0 OR BLOCK OUT, < 0 0 6. FLOOR OF NIN05 LARGER THAN 1 -0' X 1'-0' AND SMALLER THAN 1*-6' X 1'-6" > .j SHALL BE BLOCKED OUT AND REINFORCED WITH (2)--5 X & ' -0' 156LIEV FORS No. EACH SIDE AND (2)- X 2'-0' EACH CORNER IN THE 51-AB. 07/01/04 PRO&RE56 'L FLOOR OPENINGS LARGER THAN I`&" X I' -6" SHALL BE SUPPORTED WITH D 26/0204 15% CO SET AN L4X4X31b SUPPORT FRAME, LARG OPENING'. . MAY REWIRE WIDE FLANGE OWWO4 19RE V P BEAM FRAMING. IIA5104 RECORD el. JXX`j INDICATES BEAM CAMBER (INCHES). H 1213 /04 RECORD PERMIT SET ALL HIDE FLAW STEEL eEAM5 SHALL BE 50 K$f GRADE STEEL, 0M V14/105 /.NSTEEL PACKAGE CONFORMING WITH ASTM 472. A-.A +4 03/16/05 M0 TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. L &FzqsEO PERMIT TOP OF SLAB - 160*-0" UNLE55 NOTED OTHERWISE. SET It. 4XXX'-XX'> INDICATES TOP OF 5TEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 159'-7 1/2 UNLE55 NOTED OTHERWISE. t:2, - INDICATES PULL MOMENT CONNECTION- ,\ X \,/ 13. K:M INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOAO✓ INDICATED ARE UNFACTORFO SERVICE I.OAI;-,. LOADS SHALL .I � \D \/ � �f > Of BE 50V D.L. AND 25k L.L. UNLESS , NOTED OTHERWISE. � 14. ALL BEAM SPLICES SHALL OCCUR X-C' FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. `K> INDICATES BRACE TYPE, KEY PLAN LEVEL (1 W-09 FRAMING PLAN 16 ...... INDICATES DIAGONAL BRACE PAIF 3-01-04 DRAIN 13Y Tim CHECKED EY HS SHEET X, 52.2 b : 1, INDICATES EXTERIOR ROOF PATIO OR DECK, 15. --�-11 SERVICE seismic LOA , 5. -',K M. CPX INDICATES COLUMN PLATE TYPE, SEE DETAIL I ON 5-73 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 51,5 x 21. �AREA OF TRASH COMPACTOR 20Q. 22. � AFZEA OF WCONCRETe SLAB ON 3", 16 &A. METAL DECK WITH •6 AT 6 " EACH "AY. BEAM REACTION SCHEDULE BEAM 51ZE BEAM ENO REACTION Iloxfo J"I&XI5 1 "5x3I "IOX12 pqloXlq a 15 N2 14 2XI& W12XI9 N12X22 N12X26 X " .1 2X30 W12>C35 "12X40 W)2X45 NI&X2& .105>01 NI&X36 "16X40 ,6X45 11416X51 1,116X35 "I6X40 HI8X4& .16X50 ,,6XC>o .16X&5 &>Of 1,410X76 N21X50 P424X55 K24X62 1,124>06 G NOTE, BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLAN5._ LEVEL (1&0'-0") FfRAt FLAN 1/6" . 1'-0- ON Q ug Z Z a 15 Lu 7zz g D oc D < t5 NJ r) z U n G 4Q z O U-1 Lu ,OR dl u.j 0 < 0 0 u > .j 156LIEV FORS No. DATE COillfilEN 07/01/04 PRO&RE56 SET D 26/0204 15% CO SET E OWWO4 19RE V P t2/12/04 ISSUE IIA5104 RECORD PEFZHIT�SET H 1213 /04 RECORD PERMIT SET Ij 0M V14/105 /.NSTEEL PACKAGE , _V_ 02A A-.A +4 03/16/05 AN L &FzqsEO PERMIT SET KEY PLAN LEVEL (1 W-09 FRAMING PLAN PRO-EIT No. 6400 PAIF 3-01-04 DRAIN 13Y Tim CHECKED EY HS SHEET X, 52.2 b 1Q- ti 12 E.0 1 I ! ��� 6' -5" i, 57 14 --0 14 14 141-01 141-1. j, 14 2 W-4 ' 11 '-L - 14 14' -0. o' COLUMN SCHEDULE MARK COLLIMN SIZE Gi h55 4X4XI14 C2 H56 4X4X516 C3 H55 4x4XI/2 H55 6X6XI14 C5 MSS 6(6X316 C<l I H56 6X&X02 Cl HSS bxlelxa/& GS HS5 SPACED 1'-0' ON CENTER UNLESS NOTED OTHERWISE BY CXXI. WS5 9x6x5/6 CIO H55 IOXIOXI12 Olt HSE, IOxtOx5/6 012 H55 (2xj2x5/El C13 H99 t2x0x5/9 STEEL FRAMLN NOTES: I. SLAB ON METAL DECK SHALL BE 4 1/2' (TOTAL DEPTH) NORMAL UP "OXIA WEIGHT COMORe ON 2 20 6A. METAL DECK. MIMMI�IM COMPOSIT SECTION REQUIREMENTS RE AS FOLLOWS: Ix - .415 n4 5. - -360 MS DeOK "2xM "12XI6 "12x19 "2X22 Ni2X26 ib DECK SHALL BE A MINIMUM OF (2)-OONTINIX - AYa 5PAN5J P4 &X2 & k4l&X!M 1 Nf6X40 ALL 4 1/2" SLAB ON METAL OE SHALL eE REINFOROED WITH 6X6 NIAA-ti.4 N:6X45 W*X51 G4 VP N.W.F. ALL 9" SLAB ON METAL DECK SHALL BE REINFORCED WITH -6 AT 10 EACH NAT, 2. ALL Mi lltS SMALL HAVE 3/4' 0 X 5 02' HEADED ANCHOR STUDS NOT PROVIDE (W-5/45" 4 FVOOLE — AT ETAL DECK SIDE LAP AS 5EOTION DES GNA By K21>*0 H24X55 H24X62 K24X76 SPACED 1'-0' ON CENTER UNLESS NOTED OTHERWISE BY CXXI. NOTEI SEAM ENO REACTION'S INDICATED ABOVE APPLY TO 5. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. A 4. ■ INDICATES TVB15 STEEL COLUMN LIP AND 001 UNLESS IT 15 LLJ 5. LABELED UP ONLY. COLUMNS CAN Be e-ONTIKKX* J POSISIaLC, FLOOR OPENIN65 SMALLER THAN 1'-0' X SHALL DE CORE - DRILLED x IS I % OR BLOCKED OUT, ry 3:D 1 6, FLOOR OPENIN(59 LARGER THAN:'-O" X 1'-0' AND SMALLER THAN 1'-6' X 1 LLJ SMALL M MOCKED OUT AND RE NFORCEO WITH (2)- X fp'-O" EACH SIDE AND (2) -05 X 2*-0' EACH CORNER IN THE SLAB. 1. FLOOR OPENIN65 LARGER, THAN P-6' X I'-&" SHALL M SVPRORTEO WI TH AN L4X4X3/E SUPPORT FRAME, LARGER OPENIN65 MAY REOUIRe "De rl-Atlae SEAL 5EAM FRAMINIS, LU &. fXXl INDICATES BEAM CAMBER (INCHES), A. ALL HIM FLANGE STEEL BEAMS SHALL M 50 KSI GRADE STEEL, u i CONFORMINIS, WITH A5TM 4 10. INDICATES TO CONCRETE — DECK ELEVATION, OF 15SM-0 FOR, W. _I TOP OF SLADF 170 UNLESS NOTED oTHep4-4ise. It, IXXX'-)<X"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL SET 0 ELEVATION IS I&q'-1 I/X UNLESS NOTED OTHER BE AMS MAR ED IS SMALL HAVE TOP OF 5TIbq EE 1/4". BBEAMS AA BE MAR PKEP CM SHALL 60SET E E TOP 1/2 I64-b HAV OF STEEL - -5. V F 10/1204 ISaJE'P 12. T INOJGATES FULL MOMENT CONNECTION. PERMIT SET 13. � XkO INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE G I Xk UNPACTORED 5eRVIrV LO^D' . r I LOADS SHALL BE 30k D. AND 25K L.L. STEEL PACKAGE UNLESS NOTED OTHER1 ^.-A - -4 14. ALL BEAM SPLICES SHALL OCt`,UR 7-0 FROM CENTERLINE Or COLL"N L UNLESS NOTED OTHERI415e. REVISE PERMIT 15, 0 INDICATES BRACE TYPE. SET 16. "s -. " INDICATES DIACONAL BRACE 'I INDICATES EXTERIOR ROOF PATIO OR DECK, � 1 – ------- [ �INDICATES SERVIOESE15HIC LOAM I-L CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 510 20. SPX INDICATE5SPLICE PLATE TYPE. SEE DETAIL 2 ON 51-3 BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION H5XIO V45XI5 I "9X51 NIOX12 UP "OXIA "2xM "12XI6 "12x19 "2X22 Ni2X26 ib W12X30 W12X35 P412X40 P02X45 P4 &X2 & k4l&X!M 1 Nf6X40 s r N:6X45 W*X51 G4 VP PIU6X55 kq19x40 1`41EIX46 1`115"0 K9X6O K9x65 P4181>01 "16X76 NOT PROVIDE (W-5/45" 4 FVOOLE — AT ETAL DECK SIDE LAP AS 5EOTION DES GNA By K21>*0 H24X55 H24X62 K24X76 NOTEI SEAM ENO REACTION'S INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLVMWS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. UP 01, 2XI& ce-3 1210" 0 C16 UP C6 — ON I 111 i t = 64111 64 ON`\ C4 ON Ol UP G7 ON Z ce UP CP2 < zz s r 0:5 o"L G4 VP C& UP NOT PROVIDE (W-5/45" 4 FVOOLE — AT ETAL DECK SIDE LAP AS 5EOTION DES GNA By i O k L A V C-pl- < A A X LLJ k x IS I % t,7 g l n x ry 3:D 1 X-, X Xj 1 1 UP 01, 2XI& ce-3 1210" 0 C16 UP C6 — ON I 111 i t = 64111 64 ON`\ C4 ON Ol UP G7 ON 11 Z ce UP CP2 < zz s r 0:5 o"L G4 VP C& UP CA UP 'r DK i O z GP5 V C-pl- < 13 (0) L z X LLJ X LLJ 11 6 6 (§ 6 LEVEL (1 FLOOF, Q Ile" - 1'-0' 0 Z ce CA ON < zz s r 0:5 o"L G4 VP < r gg CA UP 'r DK i O z << 6 6 (§ 6 LEVEL (1 FLOOF, Q Ile" - 1'-0' 0 Z ce Z < zz 0:5 o"L < r gg i O z << I z LLJ LLJ SEAL LU I II— C - 0 I < 6 u i CL. 15SM-0 FOR, W. DATE r-OMFENT 07/01/04 PROS-RE SET 0 061020; 25% 60SET E 0W0004 195M V F 10/1204 ISaJE'P a I015/04 RECORD PERMIT SET H 12A3/04 RECORD PERMIT SET I 0IA41C* /a STEEL PACKAGE - 6 - �vo, 7-1� ^.-A - -4 L 04/05/05 s REVISE PERMIT SET KEY PLAN LEVEL (170' -09 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3-01-04 DRA;'N BY CHECKED DY TJM HS SF +EET No. GF S2,3a 0 I COLUI SCHEDULE I MARK COL UMN SIZE CI HSIS 4X4XI/4 "OXjq HS5 4X4X318 1 "2XI6 pjI2XIq N12X22 $412X26 Fes 4x4xI/2 C4 HS5 6YOX114 C5 Hs" 6x6X3/8 "05X45 N*X51 H55 6x6xI/2 C1 FI55 6x6>x3/15 CIS H5S 8X&XIA2 CS tills bxb>*I& CIO H56 IOXIOX142 C11 HES IOXIOX516 Ct2 H&I J2xI2xS/4' 1 -13 HsS I2XeX5/& STEEL FRAMINCg�T � 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL HEIGHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE PECK SECTION REQUIREMENTS ARE AS FOLLOP" IX . .415 Io4 Sx . -.160 !'a (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)-CONTINUOJI, SPANS) ALL 4 1/2" SLAB ON METAL DECK SHALL M REINFORCED WITH 6X6 WIAX"IA W.W.F. ALL W SLAB ON METAL DECK SHALL BE REINFORCW WITH •6 AT 10* EACH KAY. 2. ALL BEAMS SHALL HAVE 5/4' - X 3 1/2* HEADED ANCHOR STUDS SPACED 1' -0' ON CENTER UNLESS NOTED OTHVPkijsE aly'[XXJ. 5, INDICATES TUBE STEEL COLUMN 001,414 ONLY, 4. INDICATES WOE STEEL COLL"N UP AND DOWN, UNLESS IT 15 LABELED LIP ONLY. COLUMNS CAN M CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENIN6 $M ,LLER THAN 1'-0' X 1'-0 SHALL BE CORE-DRILLI!O OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1'-0' X 1'-0* AND SMALLER THAN I'-b" X 1'-6" SHALL BE BLC�Ke(> OUT AND REINFORCED WITH (.?)-05 X 6'-O" EACH 51M AND (2)_#5 X 2'-0 EACH CORNEP, IN THE SLAB. 1. FLOOR OPENINGS LARSER THAN I*-&" X 1'-6" SHALL BE SUPPORTED WITH AN 1-414"/5 SUPPORT FRAME, LARGER OPENINGS MAY REQUIRE Him FLANGE BEAM FRAMING. , 8, 1XX'1 INC11CATES SEAM CAMBER (7W.HE5). q. ALL HIDE FLANGE STEEL etEAL1,15 SHALL EW 50 K51 GRADE STEEL, CONFORMING WITH ASTM 4qq2. 10, 1-1— — OF CONCRETE —15 ON METAL DECK ELEVATION- TOP OF SLAB • 1 UNLESS NOTED OTHERWISE. 1 <XXX IND�CATE5 TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 6q-7 V2" UNLESS NOTED OTHER.1-41515. BEAMS MARKED ag SHALL HAVE TOP OF STEEL - I&W-6 114% BEAMS MARKED (N SHALL HAVE TOP OF STEEL 1/2". A, 12. - INDICATES FILL MOMENT CONNECTION. a. Xk INDICATES STRUCTURAL COLWN OR BEAM LOADS. LOADS INDICATED ARE UNPAGTORED SERVICE LOADS. CI LOADS SHALL BE 301, D.L. AND 25k LL, UNLESS NOTED OTFIEP4 14. ALL BEAM SPLICES SHALL OCCUR 2'-0' FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWI 15. 0 INDICATES BRACE TYPE. INDICATES DIAGONAL BRACE INDICATES EXTERIOR ROOF PATIO OR 0ECK- - E —JNI)ICATE9 SERVICE SEISMIC LOADS. tq. 1 -PX INDICATES COLUMN PLATE TYPE, SEE DETAIL I ON 513 20, SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON SIZ 21, E=AREA OF TRASH COMPACTOR (NE1,914T . 20Q. 22. =AREA OF e,* CONCRETE SLAB ON 3", f8 GA. METAL DECK WITH l A, — — — BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION $4.46XI5 "9X:21 1 V41OX12 CD "OXjq 1 "2XI6 pjI2XIq N12X22 $412X26 $412X50 $412X35 N12X40 "2X45 CiD "6X211' "IbX31 "16X36 $416X40 --/ ------------ "05X45 N*X51 - 'r - 1 N!eIX40 HI8X46 NI&X50 "I8x60 "8X65 "I&XII "I8"06 K21X50 1 tI2-4X62 K24>06 4 NOTE: BEAM END —TI— 1-11--0 ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS, 4 d3 PeLD5 'IONS 0 (D Z ce Z U , P z < ZZ U R E --/ ------------ -------- - 'r - tn tn < 'e' z 41�, 4 Lu O ry T— b00 N N 31 SEAL 0 X 0 Ira 11 22 cn.. 11 2 0 n '� -0" 14 14 j. .41 14' 2 14 WALL ABOVE; I --(2) We] ---o ---o m NOR We] CONCRETE SIT WALL ABOVE RE= ARCH. --- --0 E WALL Ore. r-AST-IN-PL", CONCRETE SI WALL AeOVE --G N �N U Q 0 Z ce Z U , P z < ZZ U R E 0 tn tn < 'e' z < cc < Lu O ry T— b00 N SEAL 0 X 0 < CL *51JED FOR, 140. PATE GaMIEW 011OVO4 PROORESS SET 0 06/02/04 25% CO SET E O9VOIJ04 I95UE V F 10/12/04 ISSUE V & IIA5104 RECORD PERMIT SET H 12113,04 RECORD PEWIT SET I 01/14/05 /.\,STEEL PACKA65E J 72/Iv05 7Z Av.4 0 L �1105 s REVISED PERMIT SET KEY M-`km LEVEL (1 70' -U ) FLOOR FRAMING PLAN PROJECT N0. 6400 DATE 3-01-04 DR1 BY CHECKED E1, TJm HS 5,4EFT S.. L S2.3b 0 l T A (:12xl CIO) :S! 30 Z Cq LIP Li C ON LN A UP 01 2 3 3.5 4 5 6 8 -419 A WO COLUMN SCHEDULE � X12 _1%14 1151 1412X(4 (p) H1204023CI PP2 MARK COLUMN SIZE 2`11 UP UP 02 UP 4_ cl HS& 4X4XI/4 17N CIO ON -,0 ON 62 ON H55 4X4X31E, ........... .... ... .. ... . . . 12 C3 .55 4X4XII2 ON I I 2q Rem. bx&XI/4 4> -,4 >02- 2- C01 "95 &X&XI/2 bX&X31 De LAPS AS SE611111 T, -k"OX1 !� - %� DVDE —Z l I" L 0E.W! DESIGNATED cl H55 &X15"16 HsS elx�3x[/2 0 t5xelxwe� CIO H55 LOXIOXI/2 PEAK a 23k E NI:2xlq --C4 0 A 2 12XI& tl2j Hy foxlox_�/41 -- - - --L- 04 XF14 c1l o OVERFRAME/ 630q U4� .0 UP G4 UP 012 H-15 l2xt2x5/& G1 x 65 Cb ON &, 50 Cb ON 64 ON c -6 r G2 21 UP r,2 UP r,2 UP ml 65 P412X2 ry 51 �,KF 1`412X26 021 X STAIR C2 C, "12xi 2 i� N Cb 0 c 55.2 SIP IL- 2> l`qj2X2& r121 r G2 UP LIP 0/ ]C,5 ON $TEFL FRAMIN NOTES: Yo Gs 4 it ON i? L SLAB ON METAL DECK SHALL BE 4 I/i/7` (TOTAL DEPTH) NORMAL LK -0" WEIGHT CO �12X22 (123 IT CONCRETE ON 2" - 20 GA. METAL DECK DECK 0 i . X� 1 9 SECTION REQUIREMENTS ARE AS FOLLOt,15, Ix -'AI5 R,4 S. . --60 MINIK"M COMPOSI Te "a wl r "2x2& (121 r K N (SLAB -ON -DECK SHALL BE A MINIM(," OF (2)-CONTINUOUS SPANS �) x I z 4) i -0 N N ArIl ALL 41/2" B ON METAL DECK SHALL BE REINFORCED WITH I d t SLAB ON METAL. DECK SHALL BE REINFORCCO "TH EACH Z:l �., lY -P2 CPj ALL $ -6 AT to KAY. N 2. AL T. -5, C& UP Z 1 BEAMS SHALL HAVE -3/4 X 5 1/2' HEADED ANCHOR STVD5 C-4- SP C&-0 F L G 3 X22 A-CEO V-O* ON CENTER UNLESS NOTED OTHERWISE BY CXXJ. 4L 3. E3 INDICATES , TUBE STEEL COLUMN DOJ-N ONLY. 2 • ,11 J 55 • - I 1 1 - O I< 9I fA DN _ b• - , &• - , /2 • - "1 I/2 ... G$ DN S 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLIES' , IT IT> x T LABELED UP ONLY. COLUMINS CAN BE COXTINIX)U5 �EREVER POSGIBLE� x O 5� FLOOR OPENINGS SMALLER THAN 1'-0" X J'O' SHALL BE C-ORE-DRILLIED OR BLOCKED OUT. ---N- x T— 6. FLOOR OPENINGS LARGER THAN 1'-0" X V-O' AND SMALLER THAN I*-1' -6` X l'-1'-6" x "I xt 0 C4 SPI ce C$ LIP - yl SHALL BE BLOCKED OUT AND REINFORCED WITH H (Z-5 X 6--o- -Ce'- EACH SIDE AND {2) -t5 X 2'--0' EACH CORNER IN THE SLAB. 0 5*-IJ 1/4' 7. FLOOR OPENINGS LARGER THAN V-&- X 1 5 L it HAL BE WPPPRTEP "ITH C4 LIP AN 1-4X4X315 SUP PORT RAME. LARGER OPENINGS MAY REWIRE WIDE FLANGE "2X2 I CA ON PPORT BEAM FRAMING, C4 ol, ON $. [XXI INDICATES BEAM CAMBER (INCHES). I/Z 1�, le� C up 0 q, ALL WIDE FLANGE STEEL BEAMS , SHALL BE 50 K51 GRAce STEEL, b s CONFORM NS WITH A5TM 41A2. Li - 5/8' IQ, it tl UP INIIICA— TOP OF CONCRETE ON ME— X BRACE UP 4 UP PANG-ER --q) +_e2� ON TOP Or 61-AB - 1&0'-0* UNLESS NOTED OTHERWISE. C�, UP �E4 ON r l '% �;;2j R _ , _ _ _ -j L . - - - P, 22 11 r TOP OF STEEL BEAM ELEVATION TOP OF STEEL I L U. <XXX�XX*l INDICATE m M612XIO� L 0 RAMS /2'UNLE55 NOTED OTHERWISE. ELEVATION 15 Ilqll 15 . -66415EEP PL-A UF` I/ WITH 21 AND 00 WITH to. 2""Ee C12 ON TTOM F 612 ON C6 CIN 12. INDICATES FULL MOMENT CONW.OTION� C12 ON tit aOR A 13. INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS IND ICATED ARE V la X4 L UNFACTOREO RU' RVICE LOADS. Cl LOADS SHALL BE 30k P.L. AND 25k L.L. P-4. • "L6x3j UNLESS NOTED OTHERS-USE. ILI W H12xlq [CIJ (q] N�Xlq [201 I j j j j 14. ALL BEAM SPLICES SHALL OCCUR 2*-0' FROM C 19ZE 1 CENTERLINE Or COLUMN C5 UPI UNLESS NOTED OTHERA1415c. tX RE ARCH. x INDICATES DIAGONAL BRACE x 15� INDICATES BRACE TYPE. is> -/ "' -- - J�, -- 4 -E i� 2 � - 11 3, A2 7 w i 1'7,[= INDICATES EXTERIOR ROOF PATIO OR OEI -At'- LEVA 1011--j , - i I I x NA2xIq 120) III Pf [q) 0 . - 9 C I I 14*-0 4 1&, --------- [�--INOICATUS SERVICE SEISMIC LOADS. -1) ' X I � � � 1 � 2 3 Z A,-q LI P C" ON 5X TA15 1q. CPX INDICATES COLUMN PLATE TYPE, SEC DETAIL I ON 51-3 m HSS 6;:6XI/4 20. SPX INDICATES SPLICE PLATE TYPE SEE DETAIL 2 ON S1.5 V, 5-1 5/e> 5EI40 C41- V 14 CIO UP I c,& UP 14. 11 6 "12 TI-4 C& H12XI4 c(I LIP X4 UP --A �Tq - — - - - . 11 "� ; " t� I� �',J ��/ P - — -- T r 6 , 2 4, "6x2 1 P AND C4 UP BO TTOM iE 2* PqEe I r,4 ON 4 T.O. LAX,,.Ie,'* I G7 ON C3 ON ll" CAM RANGER 21 Q 4d� I H12X)q Clol I it Puo ( E N 16 15EAM REACTION - SCI-41EDULE E3eAm Size BEAM END REACTION H4')XIO WOX15 Ktix21 114ax3i NIOX12 Ic-Lo UP 1 UP IX 5 UP 1`412X50 H12X35 NOX40 1`112X4 11116X205 Hlbx5t "I&X36 NI6X40 W16X45 "I6X51 N N C>X35 V4115X40 1,4 81X4& "I&XSO Ce ON 2114 V CI;2) Q ra pcl� ON k, N2XI4 Cl ON NOTE! BEAM END REACTIONS INDICATED ABOVE APPLY To BEAMS NOT CARRYING COLLIM1 AND ARE NOT OTHERWISE INDICATED ON THE PLANS, Q WI X16 [14 531 11 CIO] LLJ N ion l T A (:12xl CIO) :S! 30 Z Cq LIP Li C ON LN A UP 01 2 3 3.5 4 5 6 8 -419 A WO COLUMN SCHEDULE � X12 _1%14 1151 1412X(4 (p) H1204023CI PP2 MARK COLUMN SIZE 2`11 UP UP 02 UP 4_ cl HS& 4X4XI/4 17N CIO ON -,0 ON 62 ON H55 4X4X31E, ........... .... ... .. ... . . . 12 C3 .55 4X4XII2 ON I I 2q Rem. bx&XI/4 4> -,4 >02- 2- C01 "95 &X&XI/2 bX&X31 De LAPS AS SE611111 T, -k"OX1 !� - %� DVDE —Z l I" L 0E.W! DESIGNATED cl H55 &X15"16 HsS elx�3x[/2 0 t5xelxwe� CIO H55 LOXIOXI/2 PEAK a 23k E NI:2xlq --C4 0 A 2 12XI& tl2j Hy foxlox_�/41 -- - - --L- 04 XF14 c1l o OVERFRAME/ 630q U4� .0 UP G4 UP 012 H-15 l2xt2x5/& G1 x 65 Cb ON &, 50 Cb ON 64 ON c -6 r G2 21 UP r,2 UP r,2 UP ml 65 P412X2 ry 51 �,KF 1`412X26 021 X STAIR C2 C, "12xi 2 i� N Cb 0 c 55.2 SIP IL- 2> l`qj2X2& r121 r G2 UP LIP 0/ ]C,5 ON $TEFL FRAMIN NOTES: Yo Gs 4 it ON i? L SLAB ON METAL DECK SHALL BE 4 I/i/7` (TOTAL DEPTH) NORMAL LK -0" WEIGHT CO �12X22 (123 IT CONCRETE ON 2" - 20 GA. METAL DECK DECK 0 i . X� 1 9 SECTION REQUIREMENTS ARE AS FOLLOt,15, Ix -'AI5 R,4 S. . --60 MINIK"M COMPOSI Te "a wl r "2x2& (121 r K N (SLAB -ON -DECK SHALL BE A MINIM(," OF (2)-CONTINUOUS SPANS �) x I z 4) i -0 N N ArIl ALL 41/2" B ON METAL DECK SHALL BE REINFORCED WITH I d t SLAB ON METAL. DECK SHALL BE REINFORCCO "TH EACH Z:l �., lY -P2 CPj ALL $ -6 AT to KAY. N 2. AL T. -5, C& UP Z 1 BEAMS SHALL HAVE -3/4 X 5 1/2' HEADED ANCHOR STVD5 C-4- SP C&-0 F L G 3 X22 A-CEO V-O* ON CENTER UNLESS NOTED OTHERWISE BY CXXJ. 4L 3. E3 INDICATES , TUBE STEEL COLUMN DOJ-N ONLY. 2 • ,11 J 55 • - I 1 1 - O I< 9I fA DN _ b• - , &• - , /2 • - "1 I/2 ... G$ DN S 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLIES' , IT IT> x T LABELED UP ONLY. COLUMINS CAN BE COXTINIX)U5 �EREVER POSGIBLE� x O 5� FLOOR OPENINGS SMALLER THAN 1'-0" X J'O' SHALL BE C-ORE-DRILLIED OR BLOCKED OUT. ---N- x T— 6. FLOOR OPENINGS LARGER THAN 1'-0" X V-O' AND SMALLER THAN I*-1' -6` X l'-1'-6" x "I xt 0 C4 SPI ce C$ LIP - yl SHALL BE BLOCKED OUT AND REINFORCED WITH H (Z-5 X 6--o- -Ce'- EACH SIDE AND {2) -t5 X 2'--0' EACH CORNER IN THE SLAB. 0 5*-IJ 1/4' 7. FLOOR OPENINGS LARGER THAN V-&- X 1 5 L it HAL BE WPPPRTEP "ITH C4 LIP AN 1-4X4X315 SUP PORT RAME. LARGER OPENINGS MAY REWIRE WIDE FLANGE "2X2 I CA ON PPORT BEAM FRAMING, C4 ol, ON $. [XXI INDICATES BEAM CAMBER (INCHES). I/Z 1�, le� C up 0 q, ALL WIDE FLANGE STEEL BEAMS , SHALL BE 50 K51 GRAce STEEL, b s CONFORM NS WITH A5TM 41A2. Li - 5/8' IQ, it tl UP INIIICA— TOP OF CONCRETE ON ME— X BRACE UP 4 UP PANG-ER --q) +_e2� ON TOP Or 61-AB - 1&0'-0* UNLESS NOTED OTHERWISE. C�, UP �E4 ON r l '% �;;2j R _ , _ _ _ -j L . - - - P, 22 11 r TOP OF STEEL BEAM ELEVATION TOP OF STEEL I L U. <XXX�XX*l INDICATE m M612XIO� L 0 RAMS /2'UNLE55 NOTED OTHERWISE. ELEVATION 15 Ilqll 15 . -66415EEP PL-A UF` I/ WITH 21 AND 00 WITH to. 2""Ee C12 ON TTOM F 612 ON C6 CIN 12. INDICATES FULL MOMENT CONW.OTION� C12 ON tit aOR A 13. INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS IND ICATED ARE V la X4 L UNFACTOREO RU' RVICE LOADS. Cl LOADS SHALL BE 30k P.L. AND 25k L.L. P-4. • "L6x3j UNLESS NOTED OTHERS-USE. ILI W H12xlq [CIJ (q] N�Xlq [201 I j j j j 14. ALL BEAM SPLICES SHALL OCCUR 2*-0' FROM C 19ZE 1 CENTERLINE Or COLUMN C5 UPI UNLESS NOTED OTHERA1415c. tX RE ARCH. x INDICATES DIAGONAL BRACE x 15� INDICATES BRACE TYPE. is> -/ "' -- - J�, -- 4 -E i� 2 � - 11 3, A2 7 w i 1'7,[= INDICATES EXTERIOR ROOF PATIO OR OEI -At'- LEVA 1011--j , - i I I x NA2xIq 120) III Pf [q) 0 . - 9 C I I 14*-0 4 1&, --------- [�--INOICATUS SERVICE SEISMIC LOADS. -1) ' X I � � � 1 � 2 3 Z A,-q LI P C" ON 5X TA15 1q. CPX INDICATES COLUMN PLATE TYPE, SEC DETAIL I ON 51-3 m HSS 6;:6XI/4 20. SPX INDICATES SPLICE PLATE TYPE SEE DETAIL 2 ON S1.5 V, 5-1 5/e> 5EI40 C41- V 14 CIO UP I c,& UP 14. 11 6 "12 TI-4 C& H12XI4 c(I LIP X4 UP --A �Tq - — - - - . 11 "� ; " t� I� �',J ��/ P - — -- T r 6 , 2 4, "6x2 1 P AND C4 UP BO TTOM iE 2* PqEe I r,4 ON 4 T.O. LAX,,.Ie,'* I G7 ON C3 ON ll" CAM RANGER 21 Q 4d� I H12X)q Clol I it Puo ( E N 16 15EAM REACTION - SCI-41EDULE E3eAm Size BEAM END REACTION H4')XIO WOX15 Ktix21 114ax3i NIOX12 4; NIOXIq a .,:2x14 .12XL5 l`412xIq Pqf:2x2:2 H12X215 1`412X50 H12X35 NOX40 1`112X4 11116X205 Hlbx5t "I&X36 NI6X40 W16X45 "I6X51 N C>X35 V4115X40 1,4 81X4& "I&XSO HI&X&O KI&X&5 K21X50 P VII24X62 1^124X NOTE! BEAM END REACTIONS INDICATED ABOVE APPLY To BEAMS NOT CARRYING COLLIM1 AND ARE NOT OTHERWISE INDICATED ON THE PLANS, 4 IS \s W C4 UPI UP C.5 UP t �.� E* - g 1 ON P41 2X2 G7 up r"T UP Up 4 ON G4 up 1 -6 ON WIOX12 1q) j A I - . ° .. 0 r-11 Ot, CIL ON ,,,q x 16X26 6 It 4 7-- 0 x2f, ,om CP2 X "OX12 Cil) C6 C-6 V X22— (D - 1 1� I lXV T ,[:. C4 ON T I I ui j 1r1 Hloxf2 NIOX12 < wj2xIq CLOJ 4 C I ON I "JoXJ2 (q)� Y412X22 C143 C,4 ON x 6`1 ILI '%x. <" UP; r-r> up 3: CA ON C6 U 0 -2 UP 0 'D 5,-� r r,,> 1 . C15 UP T, t4ll �4-+3 - - a W12X44 14 C 1-412X3O [121� 0 114;2 q It C-1 1/4" r6 ON 'I X - up CI UP C2-0 N 55 ON C,2 ON 2 UP WI Xlq - [ice - C-2 UP C2 ON U 1-5 ON V x x 41 z i n2xlq (to] LN I L -0. 55.2 14'-2- I i i 1 7 � — - — - — - — - — - ---- L wlelx6o [12Z i c3 Z74 ON v 64 ON 14'-0' 1 U LEVEL OaO'-O") FLOOfi2 FF;�Ar f=LAN U g zw f 4; Z a Z < z u *'IS I V � ce a- < r _ Z z U.J LLJ N ion 5EAL W F- 0 0 < 0 8 No. DATE COMME 07/01/04 PROSRE55 SET 5Lb/O2(04 25% CD SET owoIX 1 I F 10/12/04 ISSUE V 6 I215/04 RECORD PERMIT SET H 12A3/04 RECORD PERMIT SET I 04!14105 /a \5TEEL PACKAGE j 'j �Z5 7- AS -4 As4 .7 L 24/05105 &,REOSED PERMIT SET KEY PANI ..... . . . . . ... 3RD LEVEL 0 W-01 FLOOR FRAMING PLAN PRO-CCT Pb. DATE 6400 3-01-04 DRAM BY CPECKED BY T)m HS %4E CT N1. or S2.4a 0 MARK COLUMN SIZE cl HSS 4X4XII4 C2 H55 4X4"/a C3 MSS 4X4XI/2 C4 H55 6X6x1 /4 "Ibx2& "It6X31 1.66X56 NI&X40 HS5 6X6>(319 C6 H55 &X6xt/2 Cl H55 Bxex3/,5 ct H55 6X&xf1:2 Cs HSS WC&X516 ckzl He', IOXIOXI/2 GII HSs IOXIOX5/15 C12 H9$ i2xl2x5/& CL HSS I2xbx5/& 6� F� AL!t!C� �NT I. SLAB ON METAL 060K SHALL BE 4 1/2' (TOTAL DEPTH) NORMAL Heir ,Kr COW-RETIE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SeC �Tiol REOUIRPMENTS ARE AS FOLLOW*, Ix - .415 "4 Sx . 360 M (S"Ae-ON-OECV, SMALL BE A MINIMUM OF (2)-CONTINUOL SPANS.) ALL 4 %/2 SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 1,41,4X.KA k4 .iq,r. L W SLAB ON METAL DECK SHALL BE REINFORCED WITH -6 AT 10 EACH WAY, 2. ALL BEAMS SMALL HAVE 3/4' Q X 5 1/2' HEADED ANCHOR STUD'"] 1 '-0' ON CENTER UNLESS NOTED OTHEFZH15E BY [XX). 3. 13 INDICATES TUBE STEEL COLUMN 00W1 ONLY. 4. 8 INDICATES TUBE STEEL COLL)t LAP AND C:>O;,K UNLESS IT 19 LABELED UP ONLY. COLUMN, CAN BE CONTINUcv$ k4HEREVER POSSIBLE. 5. FLOOR OPENINSS SMALLER THAN 1'-0" X P-O' SMALL BE CORE - DRILLED OR BLOCKED CUT. 6. FLOOR OPENINGS LARGER THAN 1'-0' X 1'-O AND SMALLER THAN 1'-6" X I'-&' SMALL 13E BLOCKED OUT AND REINFORCED WITH (Z-05 X &'-0' E ACH SIDE AND (2) X 2,_O" EAC CORNER IN THE SLAB, 'I. FLOOR OPENINGS LARGER THAN 1 X 1'-6' SHALL BE SUPPORTED NITH AN 1-4X4X3, SUPPORT FRAME. LARGER OPENINGS MAY REOUIRE NIVE FLANGE SEA. rPAMIN6, 5, IXXI INDICATES BEAM CAMBER (INCHES), Q. ALL 1 FLANGE STEEL oeAms SHALL BE 50 K51 GRADE STEEL, 4qq2. to. 'ONFOPHIN6 N'TH A5TM INDICAT Top or CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB - 190'-O' UNLESS NOTED OTHERL It. KXXX-XX'> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION IS l97 i/2 UNLESS NOTED OTHERWISE. 'i 12. y INDICATES FULL MOMENT CONNECTION. 0. KaM I': INDICATES STRVCTURAL COLUMN OR BEAM LOADS. LOAD-, INDICATED ARE UNFACTORED SERVICE LOADS. 01 LOADS SHALL BE 50k D.L. AND 25k L.L. UNLe55 NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL. OCCUR 2 FROM CENTERLINE OF COLUMN LNLC55 NOTED OTHERW15E, 15. INDICATES BRACE TYPE. b. INDICATES DIAGONAL BRACE I, INDICATES exTeRiop, ROOF PATIO OR DECK. 15. —XXk E — INDICATES SERVICE 5EISMIC- LOADS. lq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 51.3 20. 5PX INDICATE PLATE TYPE. SEE DETAIL 2 011 BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION K&XIO 1 Kbx21 II9X31 ;,;tOXI2 aK "Ioxiq 44 sTus "2xI4 1,112xib N12x19 1 1 "2X50 P`112X35 1^112X40 "2X45 "Ibx2& "It6X31 1.66X56 NI&X40 t-16X45 HI&X51 2 H16)35 "lax40 Hlem( N19x50 KIE>vlo V419"5 pqtaxll HWIXT& 1,42000 1,124Y*5 W24X62 H24 NOTE, BEAR END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYIN6 COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANE. Gm h� I Loll N.5 M l'-l" L4'-O' - 14-0 W-4' I 14'-0" 1 14'0' 11 14' ' ' * j, W-O" x I z ce 44 615 F- Z 44 sTus ;-T! U C& O 2 In 7 W-10 < N ix GP3 Hib 26 2 x S6. I 553 ' T aJ 1 C 5-1: 1 a v UJI 0 A P� O j C 4 UP - � LIP F�4 04 ;t, 1-4 ON U P C', UP UP C4 UP 63 up Cb ON ON C5 ON ON C4 0 i i 1:11 C 5 011 rc up I F - 1 %-- T f! %--! E:* -- 1 1 YU I C2 ON I Gb IAN II ON } � � f i 1' L.—j - - — - — - — - — --- - — - 14'-0' 14*-0' LEVEL (180'-O") FLOOF� f=>L,4N ll;NN u Q 0 I z ce F- Z a z z O In Z < Z LLJ a Ep aJ C 5-1: 1 SEAL UJI 0 0 < -6 u > CL. DATE COMME 01101/041 Mlll,RE55 5eT 06/02/04 25% CO SET E OIVW041155M 'E' F 10112J04 155LX;�: 6 IIAVO4 RECORD — PERMIT 5ETJ H 12/13104 RECORD PERMIT 5ET I OV14105 /.\5TEEL PACKAGE 02n A51 - -4 55!(6 L ovo SET KEY PLAN LEVEL (180'-0") FLOOR FRAMING PLAN PRO-ECT No. 6400 DATE 3-01-04 ORA1111 BY CHECKED BY TJM HS SHEET N.. S2*4b OF �, , II | | | ' /~-\| � \��/ /�� ��\ /-�\ \��/ \�� ' BEAM | | | ���c / . . . . . . . . . . . . . . . . ` . . . | | / A ' | °° at UP C2 UP at UP x I. . 20 &A. METAL DEC | � | | | � UP C5 UP � UP � ~~= | | |,, | � | | =| y|L-�|i-_| { tit c " UP C6 UP ^ z H]2>ctq [153 �� �~ O | [123 � ' | M' | | � /21 k4l2xtq 61 CIO (12) C'6 ON P/21 Nf2XI6 [1:21 X j- SEND— M R 00 � UP 2 ON up 1 -5 ON o ell -11 Z�12xl& 2. ALL SEAMS SHALL HAVE 5/4' . X 3 1/2' HEADED ANCHOR STUCIS _-� _- ---__�_---'-'--_--'-__-' - ' I METAL Sit 12X if, H12 EBI'SNA C4 BT4 SPACED 1'-0' ON CENTER L44LE55 NOTED OTHERWISE DY DOO, :20 5. [3 INDICATES nee STEEL COLUMN DONN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DO�N, UNLESS IT 15 "12XI& 1123 PIE .4 6. FLOOR OPENIN&5 LAR6ER THAN �'-O"X 1*-0' AND SMALLER THAN 1*-&'X I'-b" UP ID --i L q 3 C4� SHALL BE BL ON " 12 > 05 W1 EACH SIDE AJ�4 (2)--5 XZ-O' EACH COPJ�IER IN THE SLAS V t__ TED HIT" G 15. (XXI INDICATES SCAM CAMBER (INC-KES). 10. -BRACE IT I—ICATES, TOP OF CONCRETE 5-13 Oil METAL —K -EVATION. 50 C3 UP (�2 up IL <XXX'-XX'> 0 TOP OF STEEL BEAM ELEVATION. TOP Or STFXL 15. MM INC) CATE5 5TRUCTINIAL COLUMN OR SEAM LOADS, LOAP5 JNDtc TeD ARC N N I IN N ACTOReD SERVICE LOAD5,. at LOADS SHALL BE 30k O.L. AND 61 C12 LIP 14, ALL BEAM SPLICES SHALL OCCUR 2'-O"FROM CENTERLINE OF COLUMN 5 ON 1 (221 X40 4 UPIW u C6 UP C1 up UNLESS NOTED OTHERIt15E. 16 ON _�jl CN cit/ N12 15 0 INDICATES BRACE TYPE, Lj )I. INDICATES rXTERIOR ROOP PATIO OR DECK. '(3 71 lq CPX tNDk;,ATES COLUMN PLATE TYPE. See DETAIL I ON 51-5 x 12 [q) 21 (4 74;� 20. SPX INDICATES SPLICE PLATE TYPE, SEE DETAIL 2 ON 51.5 C3 UP 55.7 SEAM SIZE BEAM END REACTION HIOXlq W11D (10 1,120(50 1 K24X62 1424XIr, PPLY TO BEAMS NOT CARRYIN,5 C-OLUM145 AND ARE NOT OTHERH15E INDICATED ON THE PLANS. � i BIB = | ' / \��r-- --'--'----- 01 v I Up � ��-]�----'----7-- Y r_4 up Cr ON \��-' -- -- -- Y \ , Y 64 UP \��-' ---'-- -- - -- --'-- C'2 Up PH 3z at LIP L cl 1_ | | \��/-�-�� -- -- -- -- ' H(2xll CIO] 1 -2 ON co LLJ gj SEAL 0 CW02/04125% CO SET N 12A3104 RECaIW PERMIT SET 031161M A51 itr! SET <EY PLAN FLOOR FRAMING PLAN 6400 3-01-04 DRAM BY �HECKEO BY T)m HS SHEET N�� HS6 4X4><5141 It HIS 6XWC3/1� C.6 H 6X&XI12 C5 HS5 \��/ /�� ��\ /-�\ \��/ \�� ' BEAM | | | ���c / . . . . . . . . . . . . . . . . ` . . . | | / A ' | °° at UP C2 UP at UP x I. . 20 &A. METAL DEC | � | | | � UP C5 UP � UP � ~~= | | |,, | � | | =| y|L-�|i-_| { tit c " UP C6 UP ^ z H]2>ctq [153 �� �~ O | [123 � ' | M' | | � /21 k4l2xtq 61 CIO (12) C'6 ON P/21 Nf2XI6 [1:21 X j- SEND— M R 00 � UP 2 ON up 1 -5 ON o ell -11 Z�12xl& 2. ALL SEAMS SHALL HAVE 5/4' . X 3 1/2' HEADED ANCHOR STUCIS _-� _- ---__�_---'-'--_--'-__-' - ' I METAL Sit 12X if, H12 EBI'SNA C4 BT4 SPACED 1'-0' ON CENTER L44LE55 NOTED OTHERWISE DY DOO, :20 5. [3 INDICATES nee STEEL COLUMN DONN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DO�N, UNLESS IT 15 "12XI& 1123 PIE .4 6. FLOOR OPENIN&5 LAR6ER THAN �'-O"X 1*-0' AND SMALLER THAN 1*-&'X I'-b" UP ID --i L q 3 C4� SHALL BE BL ON " 12 > 05 W1 EACH SIDE AJ�4 (2)--5 XZ-O' EACH COPJ�IER IN THE SLAS V t__ TED HIT" G 15. (XXI INDICATES SCAM CAMBER (INC-KES). 10. -BRACE IT I—ICATES, TOP OF CONCRETE 5-13 Oil METAL —K -EVATION. 50 C3 UP (�2 up IL <XXX'-XX'> 0 TOP OF STEEL BEAM ELEVATION. TOP Or STFXL 15. MM INC) CATE5 5TRUCTINIAL COLUMN OR SEAM LOADS, LOAP5 JNDtc TeD ARC N N I IN N ACTOReD SERVICE LOAD5,. at LOADS SHALL BE 30k O.L. AND 61 C12 LIP 14, ALL BEAM SPLICES SHALL OCCUR 2'-O"FROM CENTERLINE OF COLUMN 5 ON 1 (221 X40 4 UPIW u C6 UP C1 up UNLESS NOTED OTHERIt15E. 16 ON _�jl CN cit/ N12 15 0 INDICATES BRACE TYPE, Lj )I. INDICATES rXTERIOR ROOP PATIO OR DECK. '(3 71 lq CPX tNDk;,ATES COLUMN PLATE TYPE. See DETAIL I ON 51-5 x 12 [q) 21 (4 74;� 20. SPX INDICATES SPLICE PLATE TYPE, SEE DETAIL 2 ON 51.5 C3 UP 55.7 SEAM SIZE BEAM END REACTION HIOXlq W11D (10 1,120(50 1 K24X62 1424XIr, PPLY TO BEAMS NOT CARRYIN,5 C-OLUM145 AND ARE NOT OTHERH15E INDICATED ON THE PLANS. � i BIB = | ' / \��r-- --'--'----- 01 v I Up � ��-]�----'----7-- Y r_4 up Cr ON \��-' -- -- -- Y \ , Y 64 UP \��-' ---'-- -- - -- --'-- C'2 Up PH 3z at LIP L cl 1_ | | \��/-�-�� -- -- -- -- ' H(2xll CIO] 1 -2 ON co LLJ gj SEAL 0 CW02/04125% CO SET N 12A3104 RECaIW PERMIT SET 031161M A51 itr! SET <EY PLAN FLOOR FRAMING PLAN 6400 3-01-04 DRAM BY �HECKEO BY T)m HS SHEET N�� M R 00 � UP 2 ON up 1 -5 ON o ell -11 Z�12xl& 2. ALL SEAMS SHALL HAVE 5/4' . X 3 1/2' HEADED ANCHOR STUCIS _-� _- ---__�_---'-'--_--'-__-' - ' I METAL Sit 12X if, H12 EBI'SNA C4 BT4 SPACED 1'-0' ON CENTER L44LE55 NOTED OTHERWISE DY DOO, :20 5. [3 INDICATES nee STEEL COLUMN DONN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DO�N, UNLESS IT 15 "12XI& 1123 PIE .4 6. FLOOR OPENIN&5 LAR6ER THAN �'-O"X 1*-0' AND SMALLER THAN 1*-&'X I'-b" UP ID --i L q 3 C4� SHALL BE BL ON " 12 > 05 W1 EACH SIDE AJ�4 (2)--5 XZ-O' EACH COPJ�IER IN THE SLAS V t__ TED HIT" G 15. (XXI INDICATES SCAM CAMBER (INC-KES). 10. -BRACE IT I—ICATES, TOP OF CONCRETE 5-13 Oil METAL —K -EVATION. 50 C3 UP (�2 up IL <XXX'-XX'> 0 TOP OF STEEL BEAM ELEVATION. TOP Or STFXL 15. MM INC) CATE5 5TRUCTINIAL COLUMN OR SEAM LOADS, LOAP5 JNDtc TeD ARC N N I IN N ACTOReD SERVICE LOAD5,. at LOADS SHALL BE 30k O.L. AND 61 C12 LIP 14, ALL BEAM SPLICES SHALL OCCUR 2'-O"FROM CENTERLINE OF COLUMN 5 ON 1 (221 X40 4 UPIW u C6 UP C1 up UNLESS NOTED OTHERIt15E. 16 ON _�jl CN cit/ N12 15 0 INDICATES BRACE TYPE, Lj )I. INDICATES rXTERIOR ROOP PATIO OR DECK. '(3 71 lq CPX tNDk;,ATES COLUMN PLATE TYPE. See DETAIL I ON 51-5 x 12 [q) 21 (4 74;� 20. SPX INDICATES SPLICE PLATE TYPE, SEE DETAIL 2 ON 51.5 C3 UP 55.7 SEAM SIZE BEAM END REACTION HIOXlq W11D (10 1,120(50 1 K24X62 1424XIr, PPLY TO BEAMS NOT CARRYIN,5 C-OLUM145 AND ARE NOT OTHERH15E INDICATED ON THE PLANS. � i BIB = | ' / \��r-- --'--'----- 01 v I Up � ��-]�----'----7-- Y r_4 up Cr ON \��-' -- -- -- Y \ , Y 64 UP \��-' ---'-- -- - -- --'-- C'2 Up PH 3z at LIP L cl 1_ | | \��/-�-�� -- -- -- -- ' H(2xll CIO] 1 -2 ON co LLJ gj SEAL 0 CW02/04125% CO SET N 12A3104 RECaIW PERMIT SET 031161M A51 itr! SET <EY PLAN FLOOR FRAMING PLAN 6400 3-01-04 DRAM BY �HECKEO BY T)m HS SHEET N�� -11 Z�12xl& 2. ALL SEAMS SHALL HAVE 5/4' . X 3 1/2' HEADED ANCHOR STUCIS _-� _- ---__�_---'-'--_--'-__-' - ' I METAL Sit 12X if, H12 EBI'SNA C4 BT4 SPACED 1'-0' ON CENTER L44LE55 NOTED OTHERWISE DY DOO, :20 5. [3 INDICATES nee STEEL COLUMN DONN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DO�N, UNLESS IT 15 "12XI& 1123 PIE .4 6. FLOOR OPENIN&5 LAR6ER THAN �'-O"X 1*-0' AND SMALLER THAN 1*-&'X I'-b" UP ID --i L q 3 C4� SHALL BE BL ON " 12 > 05 W1 EACH SIDE AJ�4 (2)--5 XZ-O' EACH COPJ�IER IN THE SLAS V t__ TED HIT" G 15. (XXI INDICATES SCAM CAMBER (INC-KES). 10. -BRACE IT I—ICATES, TOP OF CONCRETE 5-13 Oil METAL —K -EVATION. 50 C3 UP (�2 up IL <XXX'-XX'> 0 TOP OF STEEL BEAM ELEVATION. TOP Or STFXL 15. MM INC) CATE5 5TRUCTINIAL COLUMN OR SEAM LOADS, LOAP5 JNDtc TeD ARC N N I IN N ACTOReD SERVICE LOAD5,. at LOADS SHALL BE 30k O.L. AND 61 C12 LIP 14, ALL BEAM SPLICES SHALL OCCUR 2'-O"FROM CENTERLINE OF COLUMN 5 ON 1 (221 X40 4 UPIW u C6 UP C1 up UNLESS NOTED OTHERIt15E. 16 ON _�jl CN cit/ N12 15 0 INDICATES BRACE TYPE, Lj )I. INDICATES rXTERIOR ROOP PATIO OR DECK. '(3 71 lq CPX tNDk;,ATES COLUMN PLATE TYPE. See DETAIL I ON 51-5 x 12 [q) 21 (4 74;� 20. SPX INDICATES SPLICE PLATE TYPE, SEE DETAIL 2 ON 51.5 C3 UP 55.7 SEAM SIZE BEAM END REACTION HIOXlq W11D (10 1,120(50 1 K24X62 1424XIr, PPLY TO BEAMS NOT CARRYIN,5 C-OLUM145 AND ARE NOT OTHERH15E INDICATED ON THE PLANS. � i BIB = | ' / \��r-- --'--'----- 01 v I Up � ��-]�----'----7-- Y r_4 up Cr ON \��-' -- -- -- Y \ , Y 64 UP \��-' ---'-- -- - -- --'-- C'2 Up PH 3z at LIP L cl 1_ | | \��/-�-�� -- -- -- -- ' H(2xll CIO] 1 -2 ON co LLJ gj SEAL 0 CW02/04125% CO SET N 12A3104 RECaIW PERMIT SET 031161M A51 itr! SET <EY PLAN FLOOR FRAMING PLAN 6400 3-01-04 DRAM BY �HECKEO BY T)m HS SHEET N�� � i BIB = | ' / \��r-- --'--'----- 01 v I Up � ��-]�----'----7-- Y r_4 up Cr ON \��-' -- -- -- Y \ , Y 64 UP \��-' ---'-- -- - -- --'-- C'2 Up PH 3z at LIP L cl 1_ | | \��/-�-�� -- -- -- -- ' H(2xll CIO] 1 -2 ON co LLJ gj SEAL 0 CW02/04125% CO SET N 12A3104 RECaIW PERMIT SET 031161M A51 itr! SET <EY PLAN FLOOR FRAMING PLAN 6400 3-01-04 DRAM BY �HECKEO BY T)m HS SHEET N�� 0 MARK I COLUMN SIZE C., H55 4X4XI/4 "OxIq W-S 4X4X5/6 C3 H5 4X4XII:2 212X30 212X35 212X40 1,412X45 HSS 6X&XI14 C5 w- 6X6x518 C4 H55 6x6x1/2 GT H55 elxel"14* Ce "55 6X&XI12 K21X50 224X55 1 224X76 CIO '455 IOXIOXI/2 Git "56 IOXIOX5/6 cra H56 12XI2>125/4, HSI' 12XOx5l6 STEEL ERAMINCz NOTES: I. SLAB ON METAL DECK SHALL BE 4 1 /2' (TOTAL DEPTH) NORMAL i CONCRETE ON 2— 2019A. METAL DECK, HINJI.IUMCOMP054TE DECK SECTION REGUIREMENT5 ARE AS FOLLO IX - ,4i$ In4 Sx • ,3&O m5 (SLAB- 0 WDECK SHALL Be A MINIMUM OF (2)- CONTINUOUS 5PAW5) ALL 412' SLAB ON METAL DECK SHALL Be REINFORCED WITH 6X6 NIAX1 V4j,4p. ALL ON METAL DECK SHALL BE REINFORCED WITH -& AT 10* EACH WAY. 2, ALL BEAMS SHALL HAVE 514' 0 X 5 1/2" HEADED ANCHOR !FrUCW5 SPACED 1* -0' ON CENTER UNLESS NOTED OTNeRl BY [XXj 5. 0 INDICATES TUBE STEEL COLUMN 001, -" ONLY, 4. N INDICATES TUBE STEEL COLUMN UP AND 001-N, UNLESS IT 15 LABELED UP ONLY, COLUMNS CAN BE CONTINUOUS WHEREVER POS 551ELE, 5. FLOOR OPENINGS SMALLER THAN 1'-0' X 1'-0" SHALL BE CORE-DRILLED OR BLOCKED OUT, 6. FLOOR OPENINeS LARGER THAN:'-O" X I'-C' AND SMALLER THAN I'-W X [ -6' ' C SHALL BE BLO KeP OUT AND REI NFORCED WITH (2)-05 X 6�0- EACH SIDE AND (2)--5 X 2 EACH CORNER IN THE SLAB, T. FLOOR OPENINGS LARGER THAN 1 X 1`6' SHALL BE SUPPORTED WITH AN L4X4>0/6 SUPPORT FRAME, LARGER OPeNtNc55 MAY REOJIIZM HIVE FLANGE BEAM FRAMINS, 91. IXXI INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL 5EAW5 SHALL BE 50 K51 GRAVE STEEL, CONFORMING WITH ASTM 411q2, 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF 5SLAB - [qO'-O' UNLESS NOTED OTHERWISE. -,�— lx;<Xl-xxl> INDICATES TOP OF STEEL BEAM ELEVATION, TOP OF STEEL ELEVATION 15 &W-1 1/2" UNLESS NOTED OTHERWISE. I& 12. INDICATES FL--L MOMENT CONNECTION, 1 3- Xk INDICATES STRUCTURAL COLUMN OR BEAM LOADa. LOADS INDICATED ARE UNFA-TORED SERVICE LOADS, Cf LOADS SHALL BE --Ok O.L. AND 25k LL. UNLESS NOTED OTHERWISE. 14 ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. I_ 5. 0 INDICATES BRACE TYPE, : 1-1— INDICATES DIAGONAL 5PIIE 1, INOIC,^TE5 EXTERIOR ROOF PATIO OR DECK. 16. --- Xxk E --INDICATES SERVICE SEISMIC LOADS, lq- CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 57.5 BEAM REACTION SCHEDULE BEAM SIZE E-F:AM END REACTION W4'XtO WIX15 W&X21 P'45"I P41OX12 "OxIq C� 2 2X14 212x16 .1211M .12X22 . 04 ON 212X30 212X35 212X40 1,412X45 ib W 6X26 N16X31 216>06 HIOX40 WIbXAS .16X5"1 Z IX35 "ielX40 NjeIX46 "Jclx!�o I,XZO '14,X65 K21X50 224X55 1 224X76 NOTES BEAM END REACTIONS INDICATED ABOVE APPLY TO EEAI"* NOT CARRYING COLUMN$ AND ARE NOT OTHERWISE INDICATED ON THE PLANS. <35 -Wi I 6 z L � U P-- (S."I 20 2I 22 L LEVEL (30'-0") ELOOFP, FFRA� FLAN iQN --0 --E) --G Z v zz 04 ON -'-.A u 0 a I STUB � z U-1 ON Ik LLJ N as pfd SEAL L � U P-- (S."I 20 2I 22 L LEVEL (30'-0") ELOOFP, FFRA� FLAN iQN --0 --E) --G Z v zz -'-.A u 0 a v t ,-, z U-1 7 LLJ N as pfd SEAL Lu 0 0 CL 65LEP Fm tb. I DATE GOIOENT l07/ov04l PRoSRESS SET 0 10&02/041:2595 CO SET E I0910v04 1 ISSUE v F t0/12/04119AreP 11 HAS /04 RECORD PERMIT SET 121131O4 RECORD PERMIT SET I O04/05 7XSTEEL PACKN i 02AU05 ASt a4 SET KEY PLAN LEVEL (190'-0 FLOOR FRAMING PLAN PROJECT No DA 6400 - FRAM 3-01-04 By CHECKED lby Tim HS SHEET N 0. 52.5 b Cf, MARK COLUMN 512E cl H55 4X4Xt14 C2 W-1, 4XAX316 C5 H55 4X4XII2 C4 w 15X6XI/4 C5 FISE, &X6X519 "6X45 H16>151 W-�S 6X6XI/2 N1eX40 N19X4& H18X50 H55 9>t9X319 CS 1-155 9x9x1 I2 1420<50 "24X55 K24X62 W24X7& MS5 C10 "S5 (OXIOXI/2 Ott H5S IOXIOX5/9 CM HSS I2XI:2x5/& 1-15 HSS 12x5x5/9 I Tr)P - >F , ;TFP:l FJ F:VATInN Sr.WPnill P I �NOT S: (D\, L SLAB ON METAL DECK SHALL BE 4 1/.2* (TOTAL DEPTH) NORMAL k CONCRETE ON 2* - 20 &A. METAL DECK. MINIMUM COMPOSITE DECK SECTION REOVIREMENT5 ARE AS FOLLOWS. Ix . 415 Jn4 5x . Z60 Vi5 (SCAB- ON-DECK SHALL BE A MINIK)M OF (2)- CONTINUO(. SPANS) ALL 4 1/2' SLAB ON METAL PECK SHALL BE REINFORCED WITH 6XI5 ",4x"I.4 W.W.F. ALL b" SLAB ON METAL OECK SHALL BE REINFORCED WITH 9 6 AT 10 EACH KAY. 2. ALL EIEAV�* SHALL HAVE 5/4' 4 X 5 t/2' HEADED ANCHOR STUDS SPAC 1,_O* ON CENTER UNLESS NOTED OTHERWISE BY EXXI 5. 0 INDICATES TteE STEEL COLVMN DOI ONLY. 4 INDICATES TUBE STEEL COLUMN VP AND vovQ4, UNLESS IT 19 LABELED VP ONLY. COLUMNS CAN BE OONTIWO� WHEREVER POSSIBLE. 5. FLOOR OPENIN&S, SMALLER THAN I'-O'X 1'-0' SHALL BE GORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1'-0' X 1- AND SMALLER THAN I'-r. X I'-b" SHALL BE BLOCKED OUT AND REINFORCED WITH (2)- X 6'-0" EACH SIDE AND (2) - X 2' -0 EACH CORNER IN THE SLAB, 'I. FLOOR OPENINdt5, LARGER THAN 1*-6" X I'-6'5HALL BE suppogTep WITH AN 1-4X4X5/45 SUPPORT FRAME. LARGER OPENINGS MAY 960.11PE NJOE FLAMBE BEAM FRAMIN&. el. IXX"i INDICATES BEAM CAMBER (INCHES). q, ALL WIPE PLANrE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORM NS WITH ASTM 4gg2. INDICATES TOP OF ---- -^5 ON METAL DEC ELEVATION. TOP OF SLAB - 200' -O' UNLESS NOTED OTHISRINISE, 11. 0(XX-XX'> IKV�CATE5 TOP Or STEEL BEAM ELEVATION, TOP OF STEEL ELEVATION 15 1/2'UNLES5 NOTED OTHERWISE, G- 12. - INDICATES FVL MOMENT CONNECTION. jEt. CATES 5TFkn%RAL COLUMN OR BEAM LOADS*. LOADS INDICATED ARE mm UINO l- PA SERVICE LOADS. CA LOADS SHALL BE StOk D.L. AND 25k L.L. L NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2'-Q" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. IS INDICATES BRAZE TYPE. INDICATES DIAGONAL BRAGS 1. INDICATES EXTERIOR ROOF PATIO OR DECK. 15. SERVICE SEISMIC LOACI— Iq. CPX INDICATE'S, COLUMN PLATE TYPE. SEE DETAIL I ON 5*73 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 51-3 BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION 145XI0 K6XI5 I-4&x21 K&X31 "OX12 1211 F V41oxlq CD .12X14 .12XI6 1 .12X22 . 12X26 (4 .: 2 ;l N12X35 1 "12X45 "6<26 "6X31 1 "I6X40 I X "6X45 H16>151 N1eX40 N19X4& H18X50 N "9X60 "f9X65 HIEX71 HI9X76 1420<50 "24X55 K24X62 W24X7& NC)Tr• BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYIN6 COLUMNS AND ARE NOT OTHERWISE INDIC � ATeD ON THE PLANS 9 4 Lum H I IM W-M o_ 9 9S el F G i I I I I ! I I I I I I i i ��_ tu 14 55-2 G4 1 ----------- L 0 j ---------_ o Z 1211 F - — - — - --- — -- U (4 65 < Z Z I X t3rj J N N12KIq (121 z x S52 [T Egg z Of up!� , K, (74 c 3 II 63 LIP N 0 ,3 0 N 41.1- I el ON -P \6 VP 6A 1 1 64 ON 1y a. I2x( UJ H12X40 (I bj 1 'Q 0 0 0 u CL — - — _ - — - — - — --- -- L - — - — - — o Z t z U 65 < Z Z t3rj ON CA UP N12KIq (121 z C4 ON S52 [T Egg z x (74 c Lu o U 2 LEVEL (200'-0") F1.,_00fRFfR,4t LAN �N Q Ljo Z z U UJ F- K < Z Z t3rj to V) CA UP N12KIq (121 z C4 ON < Egg z c Lu N 41.1- I el ON F 114 up C4 D 6A 1 1 SEAL UJ H12X40 (I bj 0 0 0 0 u CL ts%89 FOR, No. I DATE COMM 07101/04 PROGRESS SET 2 26/02104 W SET E _2536 CWOVO4 156M F 10112J04 155LE P a Aq 1/2 PERMIT SET 12/13/04 RECORD (+ ___x 14- X 4 STEEL PACKAGE i 02AV05 ---4T - - - - - - 03/ 16!05 • L L04/05/05 -5 vp I C5 ON j . . . . . . . . . J4 2xq G2 UP Di! C r- AN �2 x 20 5TH LEVEL (200'-09 FLOOR FRAMING PLAN PROJECT 1' 77-- 0-A& BY ClIECKED BY C2 ON HI 5I4EET No. S2.6a, —OL--K SPAN 2 V.2 III r22 — 4 - 4 U 2 LEVEL (200'-0") F1.,_00fRFfR,4t LAN �N Q Ljo Z z U UJ F- K < Z Z 0 to V) z < Egg z c Lu N 6A 1 1 SEAL UJ 0 0 0 0 u CL ts%89 FOR, No. I DATE COMM 07101/04 PROGRESS SET 2 26/02104 W SET E _2536 CWOVO4 156M F 10112J04 155LE P a IIA5104 RECORD PERMIT SET 12/13/04 RECORD PERMIT SET _2j_ I j21/14/05 z STEEL PACKAGE i 02AV05 ASI -4 03/ 16!05 • L L04/05/05 . g 5TH LEVEL (200'-09 FLOOR FRAMING PLAN PROJECT 1' DATE 3-01-04 0-A& BY ClIECKED BY TJm HI 5I4EET No. S2.6a, 0 0 MARK GOt ..UMN 51ze C, H55 4X4XII4 C2 H55 4X4X5/8 C3 H56 4X4XII2 O4 1455 6X6Xfl4 C5 H5s 6%6X9 /9 C6 H55 bX6XI12 C, _ HSS CA H56 6XeX(12 Cs H55 aXaXSra NOTE, BEAM END REACTIONS INOICATeD ABOVE APPLY TO W's lox OXI/2 INDICATED ON THE PLANS. H65 lox10x5M> W 12Xt2X5/5 G13 H5S 12%9X5 /$ - nF= ( cM=T=1 F=1 F=v4TInN P n )9.1 20 21 .2 21 .2 95 W-4' 55.2 IR, Jz CIO GI "2X "9XI5 10`6 -It!� C4 UP -r4-W 1/ 5 up ­ cz W ­ f = K_ ON 1 -6 ON C16 (MI C5 �m C41 02 UP -CN u tE on UP ' "2X14 [10) 4 CS UP 16 C4 ON I r 64 'a "OX12 (a] - V41OX12 I&) 7 Q� k41OX12 te�3 62 ON P [ell [ell L4 'i - T" x N ON DN 0 1 -2 UP A "OX12 (&) HIOX12 NIOXt2 [51 NtOX12 (ell HI4X12 t4>3 CID D C,4 01/2 5­0 ------- ac - (44 2 (41 20 r �3 :9 Sx � 1 STEAL FFRAMILk� -OT 2 G1 L 1 'D g - a, i�H - x "X 1 1. SLAB ON METAL DECK SHALL BE 4 J/2• (TOTAL DEPTH) NORMAL UP L N WEIGHT CONCRETE ON 2 - 20 SA, METAL DECK. MINIMUM COM111�3 TE DECK __J kq)2x56 uj 1 A, xg SECTION FZEGV1ReMENT5 ARE AS FOLL IX - 415 M 560 0 DN SHALL BE A MINWIUM OF W­-_ONTIRAOUS __�_ -8- - ­ I - ji SPANS) x [I I REINFORCED WITH 46 AT I4" EACH WAY, A Q up 2, ALL BEA 211- MS SHALL HAVE 5/4' * X 5 1/2' HEADED A.R S. SPACED 1`0' ON CENTER LINLE55 NOTED OTHERWISE BY [XX). I It ZI N12XIq fl4l f ALL 4 t/2' SLAB ON METAL DECK SHALL BE REINFORCED WITH &X6 N1.4>13,41A A H.KF. ALL b' SLAB ON METAL DECK SHALL BE P 51 3. [3 INDICATES TUBE STEEL COLU�114 DOWN ONLY. J f V- UP 4. ■ INDICATES TV5e STEEL COLUMN UP AND DOWN, LJNLE55 MIS 2 LABELED UP ONLY. 5po.) Spa --I .12X90 01 COLUMWS CAN BE WHEREVER POSSIBLE. J C1 LIP q ON 5. FLOOR OPEMNS�, SMALLER THAN 1'-0" X 1 SHALL BE CIORE-ORILLED [.4] 2 OR BLOCKED OUT. D ( T-- -0' X 1'-0' AND SMALLER T14AN I'-r,"X 1 f,. FLOOR OPENINGS LARGER THAN 1� UP SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-.5 X 6--o- X � K J G2 DN . EACH SIDE A140 (2)-os x 2 EACH CORNER IN THE SLAB, N66 LARGER It/ ttt H12xlq 141 1. FLOOR OPENI x x x x R E E E ,ER THAN 1 X I'-&' S44^LL 5e SUPPORTED WITH I -_ X x I Ar f AN L4 N12 lq_ c `74 N N U'v 1 91 1 1 FRAMING. X 3: BEAM X SUPPORT FRAME. LARGER OPENIN69 MAY REQUIRE W IPE FLANGE N &. 1XX"1 INDICATES 5E-AM CAMBER (tNCHES). ,C6 UP LIP C6 X BRAG UP C4 UP C,4 55,2 _.\I. I ON 1 1 q. ALL "ir>E FL ANGE STEEL 8EAt-F. SHALL BE 50 KSI GRAD STEEL, 1 1 2 1 & 61 ON 11/21 .12X16 (121 12X*�Joj C r" "2XI6, Liol H12X261(141 6-2) CONFORMIN& WITH ASTM Aqq2. 'LL X-5RAZE K12X_1 kz to. PIE Fr­jl b � W_2X16 (to TOP OF CONC RETE SL AB ON METAL DECK ELE VATION, A TOP OF 5 -LA5 . 200' -O UNLESS NOTED OTHERWISE, C6 DN . P4174 UP AND V 21 -50 INDICATES I T CB ON It, <XXX-XX'> INDICATES TOP OF STEEL BEAM ELEVATION, TOP OF STEEL ' it T GS D d3 U1 2d "12x2el� 5 ELEVATION 15 fqq'-7 1/2* UNLESS NOTED OTHERWISE. to 1:2. INDICATES FULL MOMENT COWECTION, rl -1 C 0 1 ;10 C-11 UP I L Cl ON 0. INDI CATES 5TQx;cTuRAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE _ JW xk (==RED SERVILE LOAP5, Cl LOADS SHALL BE 30k D.L, AND 25k L.L. fl/- H12X26 (1 1 1 ! UNLESS NO OTHERN15e. 6 x v-N- - 14. ALL BEAM SPLICES SHALL OCCUR 2'-0* FROM CENTERLINE OF COLUMN - x UNLESS NOTED OTHERWISE. P 1/21 s ZX35 [20 :CA Tr 5 BRACE TYPE, % 15. INDICA �2 N12x!�O (20) 16 ...... INDICATES DIAGONAL BRACE 6 LIP A 1 -1 UP 2 P/21 N12x26 11. INDICATES EXTERIOR ROOF PATIO OR DECK. <11 UP 14�1) 20 CI DN I UP 1-1 UP S52 D. Ca UP GI Ia. ­---�� INDICATES seRvice SEISMIC LOADS. 1 -7 UP INDICATES "12XI6 (121 C& UP 14 UP UP \ lq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON VIZ -1 40 N im a I f 2Q. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 51_1� 14 a HJ6XCI ILI " I I 1 X-BFZAZ�.' I Ot ZI UP I' "*X46 Eta] 03 UT; 1�16x5l 116) 21. � AREA OF TRASH COMPACTOR (�IEJS�HT . 20k1. 1. UP AND 2�� to UP C3 ON C5 ON I T 22,� AREAOFW TE CONCRC 5LAaoNS,,,ie,&A.mErALvEcK"TH '7*- It /1 1/2' 1[ 1/4" r­L1 1/4- -6 AT 81" r:A1, 14 "2xlq ' tl/ pl -12XM 1121 -1 BEAM REACTION 6Ch4E1DULE BEAM SIZE BEAM E140 REACTION I k4i5XIS ktbX21 $,OX31 WJOX12 k4loxlq . H12X1& "2xiq "12X22 "12X "12X26 "12X26 x 2X30 H12X35 1-02X40 "12X45 Q� " 1& x 26 "16X31 .16X_-0 "16x40 X45 "16"7 NBX35 N1&X40 "1$X46 HI9X50 "1&X60 NIWC65 HI&X71 "5X16 K21"0 K24X' 55 H24X62 "24X76 NOTE, BEAM END REACTIONS INOICATeD ABOVE APPLY TO BEAMS NOT CARRYIN16 COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. X x 24 x x _N x 7J J 65 UP N vt4 ON c 05 4 ON /F ON BS [!3 A� 11 1 G9 W-0' 30 S5.2 I H12XI4 (5 a, 55.2 S5 I` 1AW iL _T ON P" 7. _A� _il� _111111 7 C-21 SE E P412XI& 1121 HIOX12:5 N x N It 14( x N w X, CZ VFI .1 11/21 N12 iq 12) c1b UP 4 N C.2 P 20 C16 UP C C"I DN -1 L UP 20 0 0 " " 2X22(14] 1 14) "12X?4 [to] Z r, 1, 34 "2x1q (14) .I6X36 Cb y-dIxr2 !4 r 5 UP , 0 1-5 LIP AND VOW" x - BRACE - 12 > -51 X, x C,1 OW A X i 55.2 UZZ " 1 UWJ 3IN R 61 ON C4 UF1 -A 1. 114" 2' :20 C-4D ["-4� i tY Wa i0 G I v P to ell IV 21 ��CKI t fit GI DN 6k E up .12X26 [14) �2 -- I 2 2 t I ! r14 SR C12 ON / 6-7 [12 cl UP C UP C2 UP C4 DN X� it X� ir ( 7-7 UF1 I 1 ± ­ A AIA_ I o ii tl Q� :2 UPI �2 D.1 fi O T X !I! iv, 4UPI 1-4 2 P"NP412X40111151 C,4 - - - - - - - -- - - 05 _4 X� Clio ==iL - " / r7-a _2 - - - - - - - - - - ----- - - - - - ® - - - - - - --- 30 A V7 C5 up 51 ON 2 ON ;t 2 ��2p N4 11 X26 DEC K AN "Sxiq 12) A., W-0- IFx (to x N X 64 UP 56.2 Q2 66 UP R 5RACE 9 UP C- C-5 cm H16X 26 1c3 20 21 22 WI&X36 167 DECK SPAN _s2up/ 14 10 <1 45 IS G C-6 ON <Iqql- 1/2 X14 UP in .12X26 6�) ir LEVEL (200'-0") FLOOfP, FIRM 11N(:- FLANQN Q Ile" - 1'-0' j Q 0 Z Z LLJ H 2z < n z < z W R . m -Z 7 U-i .d� N 8 g go SEAL W F_ 0 0 < 0 0 CL. FOR, No. GATE COF ENT 01101/04 PROGRESS SET 0 06/02/04 25% CO SET E 22LI�1/04 1561E V L_ 10/12/04 1551 V a 11115/04 RECORD PERMIT SET H 12113104 RECORD PERMIT SET I OV14105 /ASTEEL PACKAGE i 02AIIO5 A51 x4 L /05 a REVISED PERMIT SET KEY P AN LEVEL (200"41 FLOOR FRAMING PLAN PROJECT N1. DATE 6400 3-01-04 01 BY CHECKED BY T)m HS 5KET o. S2.6b tz-- Tw- -0 N15ER 20 .... X 'ri GI UP 29xi0 .2 A, D C-11 UP fl 12 0, W12AW ­7"1 2 T 110) rxlO 1 2/s6 . 2 555 3)0xi 5no Ejol E] r1l UP 1• -0** E, 2 C, UP ON llaL OVERF E RP HE I � 18 A 0 m� i I v � ,"+v// 1 i i Ic'2 UP c2 UP I f 2 ON 62 ON ----------------- — - ------ / ----------------- LEVEL (210'-0") FLOOER F=F At FLAN4) li 1*-0* v 0 W 2X14 i ix x X We H12XI4 Eii ROOF EDGE P-QRMER (D 1/4' - 1*-0* COLUMN 5CHEDULE MARK MARK :,oLvf,4 Size ct H55 4X4XI14 C2 H56 4X4"/6 (5) H69 4X4XI/2 MAIN ROOF RIDGE H56 6X&XI14 ce HS's 6X6X3/1!l C& H56 6x6Xv2 -1 HS'S 9x8%310. el ce H55 bx&XI12 C9 H55 &XeIX5141 CIO HS5 10XIOXI/2 ca MSS IOXIOX5/8 C12 H55 l2xl2x5/e` EAVES LINE (J) 202'-11 15/16' EAVES LINE TOP OF5TEEL ELEVATION SCHEDULE M ARK i OF META D ECK (XXX, _ TYPICAL LOCATION (A) 245' -1 SAW MAIN ROOF RIDGE (5) 235 3/16 MAIN ROOF RIDGE () 228' -q 5/e," MAIN ROOF RIDGE "=45 "IbX51 225'-1 3/16 MAIN ROOF RIDGE (E) 242'-5 5/16' DORMER li 221X50 W24X55 Hi "i 252 15/16 EAVES LINE (6) 222 15/iro" EAVES LINE (H) 212 1511 (1 EAVES LINE (J) 202'-11 15/16' EAVES LINE (K) 222'-5,5146 DORMER RIPCA- Lu DORMER RIDGE , 212'-3 1/16' EAVE5 LINE EMIL 1/16" EAVES LINE 8 SEAL EAVC5 LINE (0) 212 5/105 OORMEP RIDGE (R) 215*-1 3/16" RIDGE LINE (5) 12+6 5/4 LEAVES LINE (T) 25E 5/4' EAVES BEAM (u) 212 3110 EAVES BEAM 3. SPACED 1'-0' ON CENTER UNLESS NOTED OTHERWISE BY JXX). INDICATES TUBE STEEL COLUMN 001104 ONLY. FLOOR BERM aEAr REACTION &GI-4EDULE BEAM SIZE BEAM ENO REACTION FR OOF FFRAMNCg�T S: z i to I (-, U.J U P9 s� H 2X 4 "2XI& "12XIq i 212X26 1, META ROOF DECK SHALL BE I U2' WIDE RIB, Iq GAGE WITH (—) '� "1 6X26 "16X31 "16X36 WfbX40 STRESS MINIMUM YIELD �T OF E53 <61. MINI I'll" DECK SEC PROPERTIES ' ARE AS FOLLOWS, Ix - 0.253 IN. MINIMUM "BEROF "=45 "IbX51 U) ce V) tEc- :) V 2 �' SPANS SHALL M 3, 2. 0 INDICATES Ti STEEL COLUMN DOWN ONLY. 221X50 W24X55 Hi "i 3. ALL ROOF PURi WITH SPANS LESS THAN T-O' SHALL M IIOXtO UNI-rse BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. NOTED OTHERWISE 4. DECKING (XXX'-XX") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. iN 5. El INDICATES Hi ROOF BEAM. LL 6. =INDICATES OVERFRAMIi OVLRFRAi SHALL BE CONSTRUCTED Lu WITH &'. 0 OA. METAL STUD HALLS (2'-0" ON CENTER 5TUa SPACING) 91-ACED , — EMIL &TREL FRAi NOTES: , 8 SEAL 1. SLAB ON METAL Di SHALL BE 4 1/2' (TOTAL DEPTH) NORMAL j 0 Ni CONCRETE ON 2* - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REIREMENTS ARE AS FOLLOW- Ix . 415 1 S. * "'1 5 M 0 (SLAB -ON -PECK SHALL BE A MINIMUM OF (2)-CONTINIX�i SPANS( ALL A 1/2" SLAB ON METAL DECK 544ALL M REINFORCED WITH &Xb li CL F. ALL IS' 64-AB ON METAL Di SMALL BE REINFORCED WITH -6 AT D' EACH WAY, 2. ALL BEAMS SMALL HAVE 3/4" * X 5 1/2' HEADED ANCHOR STUDS Ql 3. SPACED 1'-0' ON CENTER UNLESS NOTED OTHERWISE BY JXX). INDICATES TUBE STEEL COLUMN 001104 ONLY. 4. INDICATES Ti STEEL COLUMN UP AND DOWN, UNLE55 IT 15 0 00/02(04 25% LABELED IV 01 COLUMNS CAN DE CONTINUOUS WHEREVER POSSIBLE. C S. FLOOR OPENli SMALLER THAN 1'-0* X 1'-0' SHALL BE CORE-Vi F 10/12/04 ISSUE OR BLOCKED OUT. & 105104 RECORD FLOOR OP LARGER THAN 1'-0' X 1'-0" AND SMALLER THAN I-&" X 1'-6' H 12/13104 RECORD SHALL BE BLOCK OJT AND REINFORCED WITH (2)--5 X 6 L 01/14/05 /.\STEEL EACH SIDE AND (:2)-US X 2 EACH CORNER IN THE !Si J T. FLOOR OPENING LARGER THAN 1'-6' X I'-6"514ALL BE SLR PORTED WITH 03~05 AN 1-4X4X31& SUPPORT FRAME, LARGER OPENINGS MAY REQUIRE WIDE FLANGE L 041 0 ,\1i BEAM FRAMING. e, Ixx INDICATES BEAM CAMBER (INCHES). q. ALL KIM FLANGE STEEL BEAMS SHALL BE 50 KSJ 4SRAM STEEL. CONFORMING WITH ASTM 4qq2. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. -�� TOP OF S = 210' -O' UNLESS NOTED OTHERWISE. i 11. <XXX'-XX'> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 2Oq'-7 1/2" UNi NOTED OTH511i 12. INDICATES FULL MOMENT CONNECTION. 13. CATES 5 COLUMN OR BEAM LOADS. LOAM INDICATED ARE K JD IND IC UNFACTORED 5efiii r-; LOADS. L OA DS SHALL BE 301, D.L. AND 25k L.L. KEY PLAN UNLESS NOTED OTHERWISE. FLOOR FRAMING M. ALL BEAM SPLICES SHALL OCCUR 2' -O FROM CENTERLINE OF COLUMN 'AT, 6400 UNLESS NOTED OTHERWISE. ORAIIN BY I 5. <�> INDICATES, BRAGS TYPE. HIS SHEET N., INDICATES DIAGONAL 5RAI-E INDICATES EXTERIOR ROOF PATIO OR MCK, Ib. --•— XXk E - INDICATES SERVICE 5E75MIG LOAFS. 1q. C.PX INDICATES COLUMN PLATE TYPE. SEC DETAIL I ON 51.3 20, SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 67.$ aEAr REACTION &GI-4EDULE BEAM SIZE BEAM ENO REACTION "&XIO i i Wax5f HIOX12 z i to I (-, U.J U P9 s� H 2X 4 "2XI& "12XIq i 212X26 < zz 2X50 i H12x4o i (—) '� "1 6X26 "16X31 "16X36 WfbX40 O CL "=45 "IbX51 U) ce V) tEc- :) V 2 �' H &X55 "5x4o i i WI6X60 218X65 s"llwol WaxTb z 221X50 W24X55 Hi "i < ce < --, — -11 11111 '--A-- ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. al e P i :� GI UP Ct ON EP- inn T - �gr G 0 0 :10 i �� 13"05" 'v - - 4 - - t- C2 Ur - 41/4 1 r,2 ON 562 '-10 �/4' 2 cl cli UP UP 2 p 6 4 11 X14 10 61 UP D!d 12X11 m IR .-- - �4 cl UP tt UI N GI 10 GI U 02 UP I caup C-9 UP -2 UP fX 1 12 UP 1 02 UP j t 0 E) '55 t,671 IT "I&X501TOL X50 CIS] T\ Il i H55 bXl?X3 /a GI F GI U , .1 L GI DN C' . �Q U o Z o z -8 to I (-, U.J U P9 s� < zz (—) '� O CL U) ce V) tEc- :) V 2 �' z < ce < z O Lu ry iN 7 LL U Lu N b oo , — EMIL SEAL 0 0 La 0 CL t5sUi FOR, i DATE COM 011OVO41 PROi SET 0 00/02(04 25% 0? SE C OIVOI104 155UElli F 10/12/04 ISSUE V & 105104 RECORD PERMIT SET H 12/13104 RECORD PERMIT SET L 01/14/05 /.\STEEL PACKAGE J 02111105 A54 03~05 ol L 041 0 ,\1i PERMIT SET KEY PLAN 6TH LEVEL (21 0'-0") FLOOR FRAMING PLAN PRoJccT Na . 'AT, 6400 3-01-04 ORAIIN BY ci B Tim HIS SHEET N., -0, S2,7a Cj I CeOLUNIN bCL"EnDLJLt I MARK CO LUMN SIZE GI HSS 4X4X1 l4 C2 H56 4X4"l8 C3 H55 4X4XI/2 c HSI. &X6>014 CS "95 bx6x5lb 1=6 H55 bx6xI/2 CT HSS BIX6>016 Ce H55'5xeXI/2 Ll 1 cc z2 w v . H55 SX21XII/b Cto H55 toxfoxi/2 C11 1156 IOXIOX5/5 C12 H55 I2x(2x5/e1 1 C13 HS I2xe>x5/1 g gOF IN NOT ES' I. METAL ROOF DE CK 5+-U�LL BE 1 1/2" WIDE RIB, Iq GAGE H" F er MINIMUM YIELD STRE66 Or 53 KSI. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOW- IX - 0.253 IN 0.299 IN (MINIMUM NUMBER OF SPANS SMALL BE 3, 2. C3 INDICATES TUBE STEEL COLUMN DOWN ONLY, 5, ALL ROOF PURLINS WITH SPANS LESS THAN 7'-0" SHALL BE PIWIXIO UNLESS NOTED OTHERWISE 4. (XX>('-XX INDICATES UNDERSIDE Or ROOF PECKIN& ELEVATION. 5. ED INCIICATE5 W9XIO ROOF BEAM. 6. MINOII-ArrS OVERrRAMI". OVERFRAMIN& SHALL BE CONSTRUCTED WITH 6", 1 45 GA. METAL STUD INALLS (2'-0* ON CENTER STUD SPACING) SPACED AT 4'-0', FRA!.'JINCg NOTES: I. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL 1 CONCRETE ON 2' - 20 SA. METAL DECK, MINIMUM COMPOSITE DECK SECTION REOUIREMENTS ARE AS FOLLOWS, Ix a .415 Jn4 Sx . 3'60 pn (51--0 -ON- ECK SHALL BE A MINIMUM OF (2)-CONTINUOL1. SPANS) ALL 4 1/2 ON METAL DECK SHALL BE REINFORCED WITH 6X6 1,41.4XHIA VIS ALL 9 5LAD ON METAL DECK SHALL BE REINFORCED WITH -& AT 10 EACH WA Y. 2, ALL BEAMS SMALL HAVE 5/4' b X 5 t/2* HEADED ANCHOR STUDS SPACED 1'-0' ON CENTER UNLESS NOTED OTHERWISE BY cxxi. 3. 13 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. a INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY, COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINC�, SMALLER THAN I'-O'X 1'-O" SHALL BE CORE - DRILLED OR BLOCKED OUT, 6. FLOOR OPENINGS LAP45ER THAN 1'-0* X 1'-0 AND SMALLER THAN 1 X 1 SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-.5 X &'-0' EACH SIDE AND (2)­5 X 2'-O" EACH CORNER IN THE SLAB. T. FLOOR OPENINGS LARGER THAN I'-b' X I'-&" SHALL BE SUPPORTED H"M AN L4X4X3/e, SUPPORT FRAME. LAP,56k OPENINGS MAY REQUIRE NICE FLANGE BEAM FRAMING. b. IXX'I INDICATES BEAM CAMBER (IWCHB5). q. ALL "IDS FLANGE STEEL BEAMS 51AWLL BE So Kst GRADE STEEL. CONFORMIN5 WITH A57'M 4992. 1 0. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION, TOP OF SLAB - 210'-0' UNLES NOTED OTHERWISE. It. <><XX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION, TOP OF STEEL ELEVATION 15 204'-7 1/2" UNLESS NOTED OTHERWISE, 1 12. — INDICATES FULL MOMENT CONNECTION. 1 3. K1 1 S INP CATE 5TRI. COLUMN OR BEAM LOADS. LOADS INDICATED ARE UNF= ­ DS REO SERVICE LOA C-1 LOADS SHALL BE 50k P.L. AND 25K L.L. UNLESS NOTED OTHERWISE. 14, ALL BEAM SPLICES SHALL OCCVR 2'-0* FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. INDICATES BRACE TYPE. :6*• ---* INDICATES DIAGONAL BRAGS 1. INDICATES EXTERIOR ROOF PATIO OR DECK. I&. INDICATES SERVICE SEISMIC LOADS, 19. CPX INOICATE5 COLUMN PLATE TYPE, SEE DETAIL I ON 573 20 SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 513 BEAM REACTION SCHEDULE SEAM SIZE BEAM ENO REACTION WBXIO K9X15 Hax21 KaX31 HIOX12 Z NIOXIq P4 2XI4 V412XI& "12X19 "12X22 "12X26 2>00 W12X35 "12X40 JqI2X45 Z 01— f-I1 N16X31 WI&X36 HI&X40 U!) N o"L I "16X45 WIbXST (A cz 0-3- V)::) NleX40 1,1191X46 Hl9X50 < OX60 "15X65 1,1181>01 "19X76 Ll 1 cc z2 w v . V421X50 W2415 .24X62 1,12416 < < c NOTE, BEAM END REACTION5 INDICATED ABOVE APPLY TO BEAMS NOT CARRYINO OOLUMN5 AND ARE NOT OTHERWISE INDICATED ON THE PLANS, 10 11 4� I _ GI UP i G2 ON C11 UP C2 ON G4 UP _Em 13( x GSA ON H12XIq- — _t it WC2X(9- I up Gf ON tk X14 X1 A 1`1 6, 1), G1 DN N PI � �� GI DN C. , U p 4 IDA x SL I, ED "' NIOX12 r c t o q . UP 12 L14 tO G I2X1 .6 (D E q 14 15 68 2f 0 14• - H' W-O" W-11 UP GI ON C. ON 62 UP 55 C-4 62 ON "IOX12 (97 - 1 7 1 - �b C - _q HIOX12 25] C4 UP C4 07EI >i t jW C,4 ON i WI0X12 cB] 1 1 C5 ON C-4 0 Koxi2 [b7 "OX12 w . .......... _71 14 4 Hit X11 C16 UP C6 HIOX12 C-3 -_ - %2 ` � _ __ ' ii t � � �t t � ca ua j � ., na , w� �i X �, .„� un � � � `...,/ 4 X -1 up 17 x 4 - 2_7 fill C� UP �(� -GPI I = � r-6 up 0 CIO ON "6x2t te'] lip G6 ON Y, V 20 7 _\ _ 1-1 UP 20 t 1 2 L_ _'­ GI UP 13 m Qt t - 7 - T "v X_ - 26 r -P r W.2 N ol LIP X IS x 9 X ci U P; C UP L -I up l (121 A 127 11L14 N12XI 3 X11 >n 1rJ;I2XI4 [121 1 0 ON ci UP X== 4' It, I vWP 0 U C" Up 61 LIP Up I 2XIe (141 &X34 C. VP 61 U. C" 11 CI Up C12 0 T 0' C, V P 1 C5 UPI _ Up 111-5 H12xt6 (12) Lo 61 UP/"m I ,, UP T 01 UP C' Up 61 Om C11 ON ON 01 ON fit 0, -4 -- - - - - - - (1/21, H12XI6 (121 ro x L � g l 63 UP n .3. /64 0 B--plL - - - - — - — - — - — - — - — V�' La .,I' � 11 55 2 il/.� 2XI6 (12) ol Up x 4 "12X40 67 20 3X�tx 20 ci up X, 0 4 C5 cl 20 Z 2 — - — - — - - — - — - — - � CI UP 71/116 - — - — - — - 5 � I , 9 6 1 4 I RE, SEC. 2XIO.6 12/56.2 RE 5e 1:21 .2 ON 12 2 - $6. !RPRAMe LEVEL (210'-0'') FLOOR FLAN ON T_ - --- Z Z 01— U!) N o"L I O (A cz 0-3- V)::) < Ll 1 cc z2 w v . < < c IXt 5;7 1Z 00 ?xI. LU ,2 Q • cl UP SEAL LU F_ 0 sir 0 < 0 > CL GI ltP GI DN FOP, DATE ,-I up Z2-\ 011OVO4 PRLMiRE GI ON, -XI D 06/02/04 25% W SET E 04/01/04 ISSUE Gf UP 62 ON: I0JI2104 15%15 6 ILA5/04 RECORD PERMIT SET 4 X -1 up 17 x 4 - 2_7 fill C� UP �(� -GPI I = � r-6 up 0 CIO ON "6x2t te'] lip G6 ON Y, V 20 7 _\ _ 1-1 UP 20 t 1 2 L_ _'­ GI UP 13 m Qt t - 7 - T "v X_ - 26 r -P r W.2 N ol LIP X IS x 9 X ci U P; C UP L -I up l (121 A 127 11L14 N12XI 3 X11 >n 1rJ;I2XI4 [121 1 0 ON ci UP X== 4' It, I vWP 0 U C" Up 61 LIP Up I 2XIe (141 &X34 C. VP 61 U. C" 11 CI Up C12 0 T 0' C, V P 1 C5 UPI _ Up 111-5 H12xt6 (12) Lo 61 UP/"m I ,, UP T 01 UP C' Up 61 Om C11 ON ON 01 ON fit 0, -4 -- - - - - - - (1/21, H12XI6 (121 ro x L � g l 63 UP n .3. /64 0 B--plL - - - - — - — - — - — - — - — V�' La .,I' � 11 55 2 il/.� 2XI6 (12) ol Up x 4 "12X40 67 20 3X�tx 20 ci up X, 0 4 C5 cl 20 Z 2 — - — - — - - — - — - — - � CI UP 71/116 - — - — - — - 5 � I , 9 6 1 4 I RE, SEC. 2XIO.6 12/56.2 RE 5e 1:21 .2 ON 12 2 - $6. !RPRAMe LEVEL (210'-0'') FLOOR FLAN ON _j 2: Z Z 01— U!) N o"L I O (A cz 0-3- V)::) < Ll 1 cc z2 w v . < < c z 00 LU TO Q • SEAL LU F_ 0 sir 0 < 0 > CL FOP, DATE 011OVO4 PRLMiRE SET D 06/02/04 25% W SET E 04/01/04 ISSUE F I0JI2104 15%15 6 ILA5/04 RECORD PERMIT SET H 12A3104 RECORD PERMIT SET I j0l/14/0.51/a PACKAGE i 102AVOS 1/,\ ASI -4 03/16/05 s ASI 10 L 04/05/051/i\REVISED PERMIT KEY PLAN LEVEL (21 -01 FLOOR FRAMING PLAN PROJECT N.. CIAT. 6400 3-01-04 C$ZAM BY CHECKED BY T)m HS SW5T No. S2.7b Iz _j 0 �e �vp SLAB GI Lip G P y T G 11 0 1 1 DO II "12XIq .,QX12 1 - 4 22 0 ROOF r0die P- R 11/2 1,112) lq (14) G2 UP 4\i 11 17 640 , 11/2 H12i<Iq (14) 11/21 ik . �� /� � 562 3 X Y � , A I I I ION GI N (22;2'11 1/4); I XIO.& I;l kE - - I }1/21 W12 -_4 "11/11, 4 P�/ 4. - >00. C'2 ON x Oxf -5 v 4 GI up O IV n r 4 U /21 H12xt .12X30 (2411 rt 6A 01 UIP (141, ON 1-1 UP r1l ON c > N A X12 Cl UP t� / -10 N ON Cl ON cl UP UP, ON Cl UP U VP -P '-I UP H16X5'7 C2 Up 253 "1 UP cl L "2X14 (413 rIUP L= DOWN CA up 1 , Ht2x14 x CE UP x 5 n 1-5 P)" r-3 ON 1-2 ON 62 ON 50 I rt, 7 2,/4 A -SPI j 1�112X14 (63 N12X14 [6) 12X14 C&I, j CI As> 9 qu 12xlq BEND X 9 ❑ X tut �Q !° FN -BEND L x f BEND LN N14)<26 !�12XIqj s It K' X- OVERFRAME K12X14 E-Tv i '-2'� 5" I . i 5-)P- 21 57.2 I zt HSS 6x6x3/&- 5 It LL' "12X14 f u u Ill 14 TOP OF $TEEL ELEVATION 6CWEr->LJLE MARK �C�4 �11P�� TYPICAL LOCATION (A) 245'-f 5/16" MAIN ROOF RIDGE (e) .-1 20 MAIN ROOF RIDGE (P) 22q'--f 5/9' .2 - S' (0) 3/16 r (E) 242'-5 5116' DORMER R106E K21X50 K24X55 K24X62 1,424X76 232' -11 15/16" 11/24 NJ2XI6 (121 BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE w EAVES LINE 212 15/lb EAVES LINE (J) 202 15/16 EAVES LINE 222 DORMER RIDGE 252 5/16 DORMER RIC>&r: 212 11115" EAVES LINE N '" C4 252 C15 ON (p) x x EAVEE, LINE IN r 0 RIDGE LINE (5) IB6'-2 3/4' EAVES LINE 61 ON Cl c EAVES (SEAM (U) I 11/�3t Hllxj�' 1161 ON - . 10 . Vq FLOOR BEAM x 07)01/04 MOC�E% AND DOIN -j 61 ON F( 06/02/04 25% � GI UP n � � I _ 1 . 7.�. F tO/12/04 156MV 6 11/15/04 IRECORD PERMIT 51-T N A I I I ION GI N (22;2'11 1/4); I XIO.& I;l kE - - I }1/21 W12 -_4 "11/11, 4 P�/ 4. - >00. C'2 ON x Oxf -5 v 4 GI up O IV n r 4 U /21 H12xt .12X30 (2411 rt 6A 01 UIP (141, ON 1-1 UP r1l ON c > N A X12 Cl UP t� / -10 N ON Cl ON cl UP UP, ON Cl UP U VP -P '-I UP H16X5'7 C2 Up 253 "1 UP cl L "2X14 (413 rIUP L= DOWN CA up 1 , Ht2x14 x CE UP x 5 n 1-5 P)" r-3 ON 1-2 ON 62 ON 50 I rt, 7 2,/4 A -SPI j 1�112X14 (63 N12X14 [6) 12X14 C&I, j CI As> 9 qu 12xlq BEND X 9 ❑ X tut �Q !° FN -BEND L x f BEND LN N14)<26 !�12XIqj s It K' X- OVERFRAME K12X14 E-Tv i '-2'� 5" I . i 5-)P- 21 57.2 I zt HSS 6x6x3/&- 5 It LL' "12X14 f u u Ill 14 TOP OF $TEEL ELEVATION 6CWEr->LJLE MARK BOTTOM OF METAL DECK (XXX'-XX") TYPICAL LOCATION (A) 245'-f 5/16" MAIN ROOF RIDGE (e) 255 5/16" MAIN ROOF RIDGE (0) 22q'--f 5/9' MAIN ROOF RIDGE (0) 3/16 MAIN ROOF RIOGf! (E) 242'-5 5116' DORMER R106E K21X50 K24X55 K24X62 1,424X76 232' -11 15/16" eAVF-5 LINE BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE 222 15/16 EAVES LINE 212 15/lb EAVES LINE (J) 202 15/16 EAVES LINE 222 DORMER RIDGE 252 5/16 DORMER RIC>&r: 212 11115" EAVES LINE (N) 252 EAVES LINE (p) 217 7/16" EAVEE, LINE DORMER ploG1E r 0 RIDGE LINE (5) IB6'-2 3/4' EAVES LINE (T) :239'-4 3/4" EAVES (SEAM (U) 212'-Il 3/105' EAVE5 BEAM N.. DATE CCMMFW FLOOR BEAM L !#r�L MIMI IN 4- - - - - - - V414X26 CI UP ID -BEND X x V412X14 C�l UP �6 k .2.14 GI UP I GI UP 61 UP "1:2XI4 .1 �sa 1�t ve l GI ON •t7 a X c 0 cl UP X X cl up I Of Le ' ' i I UP -I UP I f G2 UF' UP 5 <6> . "I&; �2 I& IQ4114 (!1B] 2-VII ON JA011' -- - - - - 1 GI Klel>a 5 2 HII.X40 12XI4 q 62 up c 1:2 ON C3 ON '2 N C5 ON I IIN 12 N ca ON 23 ON It, It 56.1 56 C13 ON fill N i 56.1 x x l I "I TW12mJ I F MGI X3f I W- OVeRF ON I 6 12X CIO 2XI (,Ve (H) 42X22 koz 14 02 m Iq Z 512 7,12 7,12 T+12 cl ON 61 ON i �>" 61 r '>H Z-�� % - - 1,12 ON 0 7,12 ' / 0 - 3 x R 9 5 1 n N x 5/16 $42X14 ti ROOF PFRAMIN6 NOTES: 2X141 BEND ul In Or OF 53 KSL MINI RIB, Iq MUM SECTION PROPERTIES A 5 1. METAL ROOF D ECK SHALL BE (1/2"PqIDE ,5Ac1r WITH --- K E55 19 MINIMUM OF SENT ' A GI - g, N ARE A M INIMUM F 0.253 IN Sx - 0,2 CT'6� SPANS SHALL BE 3 wo" EENT STEEL COLUMN DOWN ONLY, ED I D [In 3. ALL ROOF PURLIW5 "IT" SPANS LE' 55 THANT-O'$RALL 13E P UNLESS f V12X14 NOTED OTHERWISE ( Ni- -1 -1& X 4 ------ - (XXX�XX") INDICATES UNDERSIDE OF ROOF 0156KIN& ELEVATION. 1:2x:2:2 0 INDICATES TUBE' I � " k > 1 1 p LD 2 14 2. 4. ( 5, 0 INDICATES "8X10 *XIO ROOF BEAM. N x R R 2 I it Cl ON 1A N A I ON -I N (40-- W � 0* 6. 1=11NOICATE5 OVERFRAMII� OVERFRA4 SHALL BE C01 W >' k WITH 6', 18 CA. METAL STUD I-IALL5 (2O" ON CENTER 57UP 5PA011 5PACED X "I AT 4'-0". "71,12 1,12" H12xi9 2 "'12 r-OVERFRAM Wt P w-12 m GI DN EN N I , D ON A e PN 7 4 1 "PEN RAM i'? - L SLAB ON METAL DECK SHALL 13E 4 1/2" (TOTAL OEPTW NORMAL -'x2& 114 WEIGHT CONCRETE ON 2' - 20,5A. METAL PECK. MINIMUM COMPOS ITE DEC IN -W 55r REOUIREMENTS ARE AS FOL 1-01� '*' 1. .415 M4 5X . -9460 M5 3 H12 �14 (�- z 14 22 (SLAB -ON -DECK SH BE A MINIMUM OF (W-CONTIW )USEFAX5) ALL 41/2"SLAB ON METAL DECK SHALL BE REREINFORCED "TH 6X6X6 210-115/16* 4 N IN ALL W SLAB ON METAL OMLK SHALL BE REINFOFVED "ITN *6 AT 10' EACH WAY Z L cl Q to !f/I X A 9 N 11.1. X N Z L al I 1 9 4 2 x 14 1 , 2. ALL BEAMS SHALL ALL HAVE5/4' X 5 1/2' HC W A ANCHOR oANCHOR STUDS R -qI - r 11 51 �1? X`2 -0" ON r 31 1 2x 14 ON SPACED I' ENTER UNLESS NOTED OTHERWISE BY tXXI ;t 3. E) INDICATES TUBE STEEL COLUMN DOWN ONLY. MC12 10�6 4. • INDICATES TUBE STEEL COLUMN UP AND PONK UNLESS IT IS . el P LABELED UP ONLY. COLUMNS rAN BE CONTINUOU'S WHEREVER '-,SIeL r -5 12 . � "°' 6 - 1 '_2 > ON -2 N 5. FLOOR OPENINGS SMALLER THAN 1 X 1'-O'!�HALL BE CORE-DRILLED 21 3,41-1 <16 :2, OR BLOCKED OUT. 4--2- Elat' T N 1 SbA 13 ry lilt 11 '-5 3/4 1 5�Z 0. FLOOR OPENINGS LA RGER THAN 1 X 1'-0" AND SMALLER THAN 1'-6" X I'-C" SHALL BE BLOCKED OUT AND REIWORCeO WITH (2)-05 X b'-O' EACH SIDE AND W- X 2' -O' EACH CORNER IN THE SLAB. t LN '7. FLOOR OPENINIS5 LARGER THAN I'-b' X I' -6" SHALL BE SUPPORTED WITH �W W AN LAX4X5l& SUPPORT FRAME. LARGER OPENIN<56 MAY REOUIRIE HIDE FLANGE 14' - 1 . -0. 6 7-5.1 1 214 • -0 BEAM FRAMING. e5. JXXI INDICATES EC-AM CAMBER (INC,14115). q. ALL WIDE FL STEEL BEAt-15 SHALL BE 50 K54 GRAVE STEEL, so., CONFORM N& W I TH A5TM 4qq2. 0 1 O. AT - 1o. - INDIC r :5 TOP OF cow.ReTe SLAM ON METAL DECK ELEVATION. TOP OF SLAB - 220'-0" L44LE55 NOTED OTHERWISE. It. <XXX`XX'> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION IS 21q'-1 1/2' UNLESS NOTED OTHERY41Ee. I 1;?, - y INDICATES FULL MOMENT CONNECTION. 15. Xk INPIGATES STRUCTURAL COLUMN OR eE^H LOADS. LOADS INDICATED ARE Xk LL UNFAGTOREO SERVICE LOAO5. 61 LOADS SHALL Be 50k O.L. AND 25k LL. UNLESS NOTED OTHeRKI5E. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0* FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE 15. <x> INO :r-ATC9 BRAGS TYPE. 16-- NO CATE5 DIAGONAL BRACE I'l. INDICATES EXTERIOR ROOF PATIO OR DECK. ta, - •-- XXK E - INDICATES SERVICE SEISMIC LOADS. lq. CPX INDICATES COLUMN PLATE TYPE, SEE DETAIL I ON 57-5 BEAM REACTION SCHEDULE BEAM SIZE BEAM eKO REACTION I'laxto KaXI5 IN80<21 "6X51 P41OX12 Z INIOXIq Ht2X14 "I2X16 1,412 xl� q w :2x22 2X2 1 "12X35 H12X40 W12X45 z "16X26 "16X31 "16X36 Nf6X40 "=45 iql6x57 l W 1 lBx *1 ` M 1`4 f>X35 "18X40' f x < 11 " �Ixbo ZZ5 1 > 1 K21X50 K24X55 K24X62 1,424X76 z NOTES BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. LEVEL (220'-0") FL00f2 FRAr FLAN 01v Lj Z R z < z 'fill < z U.j Ce lli , U-j N Sao SEAL 0 r 0 RS < 0 �� V CL N.. DATE CCMMFW 07)01/04 MOC�E% 5ET O 06/02/04 25% CO SET E 04/01104 ISOM V F tO/12/04 156MV 6 11/15/04 IRECORD PERMIT 51-T N 12/13/04 IRECORD PERMIT SET 1 204 /05 /.\!5TEEL PAGKAC-E 0- --- Oa/*/05 A L �1- SET KEY PLAN LEVEL (220'-0 FLOOR FRAMING PLAN PfZOXGT No. 6400 PATE 3-01-04 ORII;41 BY TIM CHECKED HS EET No. S2.8a OF O 0. 1 N12X14 -- - 1'-0' c-O'l-Umm size CI � C2 H55 4X4"16 x M55 4X4XII2 CA HSS 6X(,XI14 � HSS 6X6X31& 0 tn�i M cf) Ca HSS 8xt>XI/2 1 - 9 t-zxto N8XIO 4156 foxioxi/2 CII H6 loxiox"le C13 UP C4011 I2 X 1,12 HSS 12X&X5/8 9 "2X14 TYPICAL -(3) ) X Tiq koxio j ?v l'-OXIO N5xI0 � 1 i -1.12 1 1 �1 x N KS ROOF EDGE re L- I/A* MARK - 1'-0' c-O'l-Umm size CI H55 4X4XII4 C2 H55 4X4"16 C3 M55 4X4XII2 CA HSS 6X(,XI14 C15 HSS 6X6X31& 0 tn�i M cf) Ca HSS 8xt>XI/2 1 - 9 HSs 8x9x5m' CiZ 4156 foxioxi/2 CII H6 loxiox"le C13 UP C4011 1455 12XI2X51e, [_f2 HSS 12X&X5/8 eEAt*l REACTION 5CI-4EDULE ecAm SIZE BEAM END REACTION N&XIO Nl>X15 1 ""51 NIOX12 N(OXIq 14,_0.. N x 14 N12XI6 "12XIq N12X22 "12>26 N: 2 2X3O N12X35 W12X40 H12X45 Ib N &X26 N16X51 IAJ&X36 N*X40 K:&X45 N[6XS7 �-z < zz k4f8"5 "I6X40 Nl8X405 "8X50 INI&X60 Nox,55 H19 "15>06 u P42tX50 K24X55 4N24X62 K24>C76 0 NOTE. BEAM END FREA--TION5 INDICATED ABOVE APPLY To BEAMS NOT CARRYIN& COLUMNS. AND ARE NOT OTHERWISE TOP OF STEEL ELEVATION SCHEDULE INDICATED C. THE PLANS, MARK BOTTOM OF METAL N DECK (XXX-->(X-) TYPICAL LOCATION N (A) 245'-1 -5/16" MAIN ROOF RIDGE (6) 235 5/105• MAIN ROOF RIDGE (c'J S/& MAIN �� RIDGE 225 5/16 MAIN ROOF RIDGE 242'-5 5/1& DORMER RIDGE 22'-Il 15/16" EAVES LINE 222' -11 15116' EAVES LINE 212' -It 15/16* EAVES LINE (J) 202*-Il 15/16" EAVES LINE 222*-5 5/16 DORMER RIDGE (L) - 5/16 DORMER RIDGE (M) 212 1/10• EAVES LINE (Ni) 252'-1 1/16 EAVES LINE (P) 2177'-0 7/16' EAVES LINE (0) 212'-5 5/16" DORMER RIDGE (R) 215'-1 RIDGE LINE (S) IeW-2 3/4' EAVES LINE (T) 2-la'-4 5/4' EAVES BEAM (U) 212 3/16" EAVES BEAM (V) 23'1'-1 1/2' FLOOR MAIM ROOF FRAMI!��OT 1, METAL ROOF OfCKSHALL BE 112° IY HIDE R113, Iq *A0E WITH MINIMUM YIELD STRESS OF 33 KSI. ""Nit-IUM K SECTION PROPERTIES ARE AS FOLLOWS, Ix - 0.253 Im4 S. - 0.29 , MINIt-IUM NUMBER OF SPANS , SHALL Be 3. 2. a INDICATES TUBE STEEL COLUMN DOWN ONLY, 3. ALL ROOF PURLIN5 WITH SPANS LE55 THAN 1'-0' SHALL DE V46XIO UNLE55 NOTED OTHERWISE 4, (XXX'-XX") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5 (11 INOICATE5 I-OXtO ROOF BEAM. . 6. =11 OVERFRAMIN&. OVERrRAMINO SHALL BE CONSTRUCTED WITH 6. le, CA. METAL 51VD WALLS CENTER STUD 5PAI-IN&) SPACED AT 4*-0 . 5TgE�L��� L SLAB ON METAL DECK SHALL DE 4 1/2' (TOTAL DEPTH) NORMAL N151151-IT CONCRETE ON 2" - 20 e^. METAL DECK. MINIMUM <,OMPOSi -K SECTION REQUIREMENTS ARE AS, FOLLOWS, Ix - A15 irI4 Sx . 7-"� (SLAB -ON -DECK SHALL DIE A MINIMUM Or (W-CONTINUOLIS SPANS.) ALL 41/X 5LA5 ON METAL PECK 15-HALL DE REINFORCED WITH 6X6 1,11.4X".4 WJ-LF� ALL 8" SLAB ON METAL DECK SHALL Be REINFORCED ) WITH •6 AT 10" EACH KAY. 2. ALL REAMS SHALL HAVE 5/4" 10 X 5 1/2" HEADED ANCHOR 9TV05 SPADED t'-O" ON CENTER UNLESS NOTED OTHERWISE BY CXXI 5. [3 INDICATES WOE STEEL COLUMN DOWN ONLY. 4. a iNDicATes Tuee STEEL COLUMN UP AND PONN, UNLESS IT 15 LAMLEO UP ONLY, COLUMNS CAN BE CONVNUOV5 WHEREVER PO' 51BLE. OPE NINGS S. FLOOR 0 - SMALLER THAN I'-O'X i' -0' SHALL BE GORE- DRILLED BLOCKED LOCKED OUT LARGER 6. FLOOR OPENIN65 LARGER THAN 1'-0' X 1*-0" AND SMALLER THAN 1'-6 X SHALL BE BLOCKED OUT AND REINFORCED WITH W-5 X 4!0-0' EACH 51DE AND (2)-05 X 2' -O' EACH CORNER IN THE SLAB, 1. FLOOR OPENINGS LARGER THAN )*-6' X 1'-6' SHALL Be SUPPORTED WITH AN L4X4X514, SUPPORT FRAME. LARGER OPENIN&5 MAY REQUIRE Nice FLANsse RE AM _AM FR AMING. e, IXXI INDICATES BEAM CAMBER (INCHES). . q. ALL WIDE. FLANGE STEEL BEAMS, SHALL BE 50 KSI GRADE STEEL, CONFORMING, WITH A5TM 4qq2, 10. INDICATES Top OF CONCRETE SLAB ON METAL DECK ELEVATION, TOP OF SLAD - 220'-0" UNLESS NOTED OTHERWISE, ll. <XXX'-XX*> INDICATES TOP OF STEEL BEAM ELEVATION. TOP Or STEEL ELEVATION 19 21q 1/2' UNLESS NOTED OTHERWISE. 1 12, y INDICATES FULL MOMENT CONNECTION, 0. INDICATES STRIY,1URAL COLUMN OR BEAM LOAD' 5. LOADS INDICATED ARE UNF TORED SERVICE LOADS. Cl LOADS SHALL BE E 30k O.L. AND 25k L.L. LINLE59 NOTED OTHERWISE. 14. ALL 13EAM SPLICES SHALL OCCUR 2*-0' FROM CENTERLINE OF COLUMN L44LE55 NOTED OTHERWISE. 15. 0 INDICATES BRACE TYPE. INDICATES DIA&ONAL BRAGS : - I* NOIC-ATE5 EXTERIOR 1 PATIO OR DECK, & SERVICE SEISMIC LOADS. jq aPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 51.5 20. SPX INDICATES SPLICE PLATE TYPE, 5eM DETAIL 2 ON 5'1.3 5'1.3 a 0--t-- 1 N12XIq CA UP SLAEt C UP U x"I "'OXI: ff st -ce 1-1 UP I 1 p C-1 UP I 12 1205 13 iS IS 21 Nil I I V L f, ED lr J I Ili 1 0 4--Up ' 0 T4tp'>-" _8 N2111 4 (OW�4 1 /16 4 IIA6 21 1`40xi& EI.21� ot ON wt i Al2XI4 ii Wt X, L4 lilt x x x LLJ X141 .D -x cq UP X '71 'It I N x x 5 �.j ON ON C.) Tvo X1 -",Up t --- CIN N12>19 '512 H12xl Wit I'4 1 (4 AND DOHN �a & X-BRACE CvN x x c'I �C C, Is 1-1 IDN CI CI ON I' N c I UP R K r -o C24 14' 1.2 F J NI2XI4 X I 0 25 7\ 55v2 at ON I ON A 4* '-0 A'- JOX12 (15) $' -4 ""'6. ,I Up 4 x 1-1 UP Up UP E x5o 1 r-5 ON 1 14 a .3 i - n x r " I 5 - 7 Q NJ2xIq I - GI DN 21 2, Ej 50 WI 14 r. C+ - - - - - --- ------- ------ ------- 213 C12 N W-0 A C j/2 o' LEVEL (220'-0'') FLOOF Ff;; A IINC-; FL AN 21 22 14 ,_ 0 .. � pi p � Z 14,_0.. is { i �-z < zz u 0 tn�i M cf) < r) z x - C < < 1 49 Z O :V9 C13 UP C4011 ce o+ s 9 "2X14 TYPICAL -(3) ) X Tiq C1 ON j N OR SEAL W 0 C-5 UP < 6 u GS ON Qi irl 65r�l? FOR, ;- :2 DATE COMIIEtT GI UP -NI2XIq - !al/01/04 0 09/02/04 25% W SET N N 07(01/04 15sm E N12X22 1 N12XIq CA UP SLAEt C UP U x"I "'OXI: ff st -ce 1-1 UP I 1 p C-1 UP I I 12 1205 13 iS I IS V 21 Nil U0 � Q 0 Z 14,_0.. is �-z < zz u 0 tn�i M cf) < r) z x - C < < 1 49 Z O :V9 C13 UP C4011 ce o+ s 9 Tiq j N OR SEAL W 0 C-5 UP < 6 u GS ON 65r�l? FOR, ;- :2 DATE COMIIEtT PR06RES9 -NI2XIq - !al/01/04 0 09/02/04 25% W SET N N 07(01/04 15sm E F 10q2/04 IS9UE'F RECORD PERMIT SET H !1/15/04 2113104 RECORD PERMIT SET I OV14105 1/z STEEL PACKAGE 5 A651 -4 031I6705 lit -X- L 04105/05 o- ff <,2 UP SET CS I, Ir U0 � Q 0 Z Z is �-z < zz u 0 tn�i M cf) < r) z x - C < < 1 49 Z O :V9 Lu ce o+ s 9 Tiq U.j N OR SEAL W 0 0 ' o E o ! < 6 u a_ 65r�l? FOR, No. DATE COMIIEtT PR06RES9 SET - !al/01/04 0 09/02/04 25% W SET E 07(01/04 15sm E F 10q2/04 IS9UE'F RECORD PERMIT SET H !1/15/04 2113104 RECORD PERMIT SET I OV14105 1/z STEEL PACKAGE 02AV05 A651 -4 031I6705 A51 n_ L 04105/05 o- i PERMIT SET KEY PLAN LEVEL (220'-0 FLOOR FRAMING PLAN PROXI T t3o. 6400 OATS 3-01-04 op'\1104 BY CHECKED BY TJM HS SHEET No. -Cf S2.8b 0 .� 30 0 55 RE $ 1 TYptC^L_( 5 w y 0 =gii -1 - 0 NJ 61 UP X PDXIO 1,1 11103 �12A­ BENT CI UP i " " "1 6 %,112XI BENT MARK COLUMN SIZE r DORMER _11- I eRACE C2 f455 4X4xE3/R1 to 04 H95 6X&XI14 ED 2xi V 9 1 11 * K BEND CI ON CI ON rif Nui X14 U-14 2X14 NO BEND 01 12 0_­ ----------- - It \I[ 14 V 1 1 4 BEND TOP OF $TEEL ELEVATION 5CHEDULE MARK BOTTOM OF METAL _ (XXX,_XX") TYPICAL LOCATION cr>) 225'-1 5/10' MAIN ROOF RIPOE (F) 2a2l_1115/16" EAVES LINE :222 EAVES LINE 212 EAVES LINE (j) 202 EAVES LINE (K) 222*-5 5/1(1 DORMER RID45E (L) ?32 SAW DORMER RIO6E (M) 212-31/16 EAVIES LINE Z2 5/16" DORMER R106E 215*_1 5116 RIP6E LINE | '�-'------------l---------�----------�----'�-'------------l-'-----'-�---'-----' ---'--- |-------__ ''-__( I� METAL ROO DECK SHALL BE 1 1/2' MINIMUM YIELD STRESS Or 55 �� °~^��^�"E 3 � v~DI=°°ES"sE STEEL COLUMN =,1�11,1ONLY. 5, "=o~°�`e��~°,='*°.�o,"m^°v~s� ���� �� -----|'---1---�--'�—�—'-----t-----i----�------1-----�--�—~---'-------�—��-�— -�� ~ *,X'°"~IN=IC^`ES UNDERSIDE "~ POOP =s"KI°6 ELEVATION. S. oo INDICATES """IO ROOF es°" �-� � ' --'—'---�'---'—�---'--�--'�--�—'---'�'-----�—'----�'—'—'—�—'----�'--�--4-'----4------'---'�-�'— -�� ����^a~°e=Lsn="�` ��'u"C��"s"��^=°�e~Ce' | /�� .. .- ���Y����� �°~°" ""°�'��^°`°�^ Be °"�=~��"��` ~^°`=~ z ALL - - CE NTER - - ' - — - - - a [3 INDICATES TUBE STEEL COLUMN 001,4M ONLY. 4, N�no~�a w� *��"°^=""~== ���o��� w� �� ��- ----'---f------i------f'--�--1------�------1------7'-----1—'—'--�--'�------'--�----------'�-�-- s THAN 1 ~~ | ' ="�==="�` u �r"m, . �ns�� �~,,z`= "�=" EAC"°""NE R INTHESL^a ` FLOOR OPENIN65 LAR&ER THAN [�������� o��~m^°�° 9$. ** INDICATES BEAM CAMBER (INCHES)� \��-'' ---'--------' '-----'-- --'------ '--' '-- --'------ ---'----- --'------ '--'--'-- '--'--- ---- '--r------' / ---------/ ----r-- / ---', '-t�/ ~ �������%�������^*�LLos5=K�°R~�mF�' o` ������� �����="�°`�^° " TOP =F STEEL ELEVATION 15 22W-1 112� UNLESIS NOTED OTHERHISE. 14'-0" 14-1- -1. 12, -�- �=�^�,��"�s�����=� T �"\ � ��� �� \�/ UNLESS NOTED OTHERAISE. .~ ALL BEAM mz,"r~, FROM ua°naa.=zn°uzu�° .,� < 8 > ."n^�,eo"^" r°�. �--'.°=»^nsmIAC-nNALBRAZE "L= INDICATES EXTERIOR ROOF PATIO O"DECK. .^ ---{�--.~p.C^,E5 SERV SEISMIC "c^o-5. .~, C~" INDICATES COLUMN PLATE TYPE. SEE DETAIL .o~SIy z^ SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2°°a,o Pz ry to SEAL CL 66LEO FOR, o 00102/04 25% 60 SET H 12113104 RECORD PERMIT SET KEY PLAN FRWING PLAN PRO'E"ir No. DATE 6400 3-01-04 T)m HS SHEET 1, | '�-'------------l---------�----------�----'�-'------------l-'-----'-�---'-----' ---'--- |-------__ ''-__( I� METAL ROO DECK SHALL BE 1 1/2' MINIMUM YIELD STRESS Or 55 �� °~^��^�"E 3 � v~DI=°°ES"sE STEEL COLUMN =,1�11,1ONLY. 5, "=o~°�`e��~°,='*°.�o,"m^°v~s� ���� �� -----|'---1---�--'�—�—'-----t-----i----�------1-----�--�—~---'-------�—��-�— -�� ~ *,X'°"~IN=IC^`ES UNDERSIDE "~ POOP =s"KI°6 ELEVATION. S. oo INDICATES """IO ROOF es°" �-� � ' --'—'---�'---'—�---'--�--'�--�—'---'�'-----�—'----�'—'—'—�—'----�'--�--4-'----4------'---'�-�'— -�� ����^a~°e=Lsn="�` ��'u"C��"s"��^=°�e~Ce' | /�� .. .- ���Y����� �°~°" ""°�'��^°`°�^ Be °"�=~��"��` ~^°`=~ z ALL - - CE NTER - - ' - — - - - a [3 INDICATES TUBE STEEL COLUMN 001,4M ONLY. 4, N�no~�a w� *��"°^=""~== ���o��� w� �� ��- ----'---f------i------f'--�--1------�------1------7'-----1—'—'--�--'�------'--�----------'�-�-- s THAN 1 ~~ | ' ="�==="�` u �r"m, . �ns�� �~,,z`= "�=" EAC"°""NE R INTHESL^a ` FLOOR OPENIN65 LAR&ER THAN [�������� o��~m^°�° 9$. ** INDICATES BEAM CAMBER (INCHES)� \��-'' ---'--------' '-----'-- --'------ '--' '-- --'------ ---'----- --'------ '--'--'-- '--'--- ---- '--r------' / ---------/ ----r-- / ---', '-t�/ ~ �������%�������^*�LLos5=K�°R~�mF�' o` ������� �����="�°`�^° " TOP =F STEEL ELEVATION 15 22W-1 112� UNLESIS NOTED OTHERHISE. 14'-0" 14-1- -1. 12, -�- �=�^�,��"�s�����=� T �"\ � ��� �� \�/ UNLESS NOTED OTHERAISE. .~ ALL BEAM mz,"r~, FROM ua°naa.=zn°uzu�° .,� < 8 > ."n^�,eo"^" r°�. �--'.°=»^nsmIAC-nNALBRAZE "L= INDICATES EXTERIOR ROOF PATIO O"DECK. .^ ---{�--.~p.C^,E5 SERV SEISMIC "c^o-5. .~, C~" INDICATES COLUMN PLATE TYPE. SEE DETAIL .o~SIy z^ SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2°°a,o Pz ry to SEAL CL 66LEO FOR, o 00102/04 25% 60 SET H 12113104 RECORD PERMIT SET KEY PLAN FRWING PLAN PRO'E"ir No. DATE 6400 3-01-04 T)m HS SHEET 1, Pz ry to SEAL CL 66LEO FOR, o 00102/04 25% 60 SET H 12113104 RECORD PERMIT SET KEY PLAN FRWING PLAN PRO'E"ir No. DATE 6400 3-01-04 T)m HS SHEET 1, 0 z "12XI4 CI IL C2 k55 4X4X MAIN ROOF RIDGE HSS 4X4XI12 235 HS5 6XbXI14 C5 HSI. 6xbX316 C0 HSS bX&XV2 C1 H55 elx8X3 l8l C8 "9S 4IX45XV2 Cs HES &Xe,>e.51a CIO HSS Ioxioxl/2 I-ox�o X", voxio C12 HSS I2xI2x5/81 212'-ti t5/16 EAVES LINE (J) 202 EAVE5 LINE (ri 222 5/16 DORMER RIDGE (L) DORMER RI06E (M) 1,12 EAVe5 LINE (N) 252 EAVES LINE EAVES LINE (C) - 5/16 1 DORMER RIDGE (R) 215 3/16 k)(v'XIO (5) I&b*-2 3/4" k46x10 M in iv tH I MARK CIOLV'r-IN 51zr CI HE6 4X4XJ14 C2 k55 4X4X MAIN ROOF RIDGE HSS 4X4XI12 235 HS5 6XbXI14 C5 HSI. 6xbX316 C0 HSS bX&XV2 C1 H55 elx8X3 l8l C8 "9S 4IX45XV2 Cs HES &Xe,>e.51a CIO HSS Ioxioxl/2 (`S) 2:22'-It 15/16' C12 HSS I2xI2x5/81 TOP OF STEEL ELEVATION 6CHEDULE MARK BOTTOM Or METAL DEC (XX,'-XX*) TYPICAL LOCATION (A) 245'-1 5116' MAIN ROOF RIDGE (5) 235 MAIN ROOF RIDGE (0) 22q 5/61 MAIN ROOF RIDGE (0) 225'-1 3/161" MAIN ROOF RIDGE (e) 242'-5 5116' DORMER RIDGE (F) x EAVES LINE (`S) 2:22'-It 15/16' EAVES LINE (H) 212'-ti t5/16 EAVES LINE (J) 202 EAVE5 LINE (ri 222 5/16 DORMER RIDGE (L) DORMER RI06E (M) EAVe5 LINE (N) 252 EAVES LINE EAVES LINE (C) - 5/16 1 DORMER RIDGE (R) 215 3/16 RIDGE LINE (5) I&b*-2 3/4" EAVES LINE M 256' -A 5/4" EAVE-5 BEAM (U) 212 3116" EAVES BEAM 257 f/2* FLOOR BEAM ROOF FRAMING NOTES: 1. METAL ROOF DECK SHALL BE 1 1/2 1 RIB, III SA(Se WITH MINIMUM YIELD STRESS, OF 55 K5L MIt' K !�E'-TION PROPERTIES ARE A-5 FOLLOWS, 1. . 0.253 IN4 5X O , MINIMUM NUMBER OF SPANS SHALL BE 3 2, 0 INDICATES TUBE STEEL COLUMN 00 'N ONLY, 5. ALL ROOF PURLINS WITH SPANS LESS THAN 7'-0" SHALL BE J UNLESS NOTED OTHERWISE 4. (XXX'-XX) INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. (D INDICATES �4&XIO ROOF BEAM. C" MINDICATIE5 OVERFRAMN&, OVERFRAM0 SHALL BE C WITH 6", It) 6A. METAL STUD WALLS (2'-0' ON CENTER STUD SPArINe) SPACED AT 4' -O 5TEEL FIRAMIN5��,T 1. SLAB ON METAL DECK SHALL BE 4 112" (TOTAL DEPTH) NORMAL k CONCRETE ON 2" - 20,5A. METAL VfXwK. MINIMUM COMPOSITE DECK SECTION REOUREMENT6 ARE AS FOLLOWS, 1. - .415 1T4 S. - -3,60 'B (SLAB -ON -DECK SHALL BE A MINIMUM OF (20-CONTINVO05 SPANS) ALL 4 112. SLAB ON METAL DECK SHALL BE REINFORC WITH 6X6 WIAXI-II ALL B' SLAB DECK C ON METAL DECK HALL BE REINFORCED A F01;ZCEO "TH 0 6 AT 10* EA WAY. 2. ALL BEAMS SHALL HAVE 3/4" 4 X 3 1/2' HEAMP ANCHOR 51VC1. SPACrP V-O' ON CENTER UNLESS NOTED OTHERWISE BY (XXI, 3. 13 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4• 8 INDICATES TuEe STEEL COLUMN UP AND DOWN, UNLESS IT IS LABELED UP ONLY. COLIA114 CAN BE CONTINUOUS WHEREVER P09510LE. 5. FLOOR OPENIN&5 SMALLER THAN 1'-0" X 1*-0' "ALL BE CORE-ORiLLIEO OR BLOCKED CUT. 6. FLOOR OPENIN6 LARGER THAN 1'-0* X 1'-0' AND SMALLER THAN I'-b' X 1*-6' SHALL BE BLOCKED OUT AND REINFORCED WITH (2)--5 X 6'-0" EACH sibe AND (2)--5 X 2 EACH CORNER IN THE SLAB, 1. FLOOR OPENING}' LARGER THAN I'-&* X 1`6" SHALL BE SUPPORTED WITH AN L4X4X3/B SUPPORT FRAME. LAFZIBFR OPENIN65 MAY REWIRE HIM FLANGE BEAM FRAMING, 45, 1KX"J INDICATES BEAM CAMBER (INCHES). q. ALL 1111M GRAPE STEEL BEAMS SHALL BE S O KSI RAPE !STEEL, CONFORM WITH ASTM 44142. 10. INDICATES -top OF CONCRETE SLAB ON METAL MCI< ELEVATION. TOP Or SLAB - 230' -O" UNLESS NOTED OTHERWISE. It. <XXX'-XX INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 19 22q-7 112' UNLESS NOTED OTHERWISE. A' 12. T INDICATES FULL MOMENT CONNECTION, 13. INDICATES STRUCTURAL COLUMN OR BEAM LOAD5, LOADS INDICATED ARE MK UNFACTORECI SERVICE LOAFS. CI LOADS SHALL BE 50k O.L. AND 25k L.L. UNLESS NOTED OTHERWISE, 14, ALL BEAM SPLICES SHALL OCCUR 2 FROM CENTERLINE OF COLVHN UNLESS TED OTHERWISE. 15, <� NO > INDICATES BRACE TYPE. : 1,,*-- INDICATES DIAGONAL BPA4,C- 7, INDICATES EXTERIOR ROOF PATIO OR DECK. IB. -[XXk E INOIOATE515ERVICE 5EISMIC, LOADS, Ill. <,PX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 67.3 eEAM FREACTION SCHEDULE BE-AM SIZE BEAM END REACTION 1 I'loxis K8X21 KbX51 HIOX12 tLl Z "oXIq CD N12X14 H12X16 H12XIq P412X22 H12X26 QiD H12X50 J N)2X40 < zz "CIX26 NJ6X31 WI6X56 HI&X40 U -s 1 - HI6X51 EL k4 5X35 NleMO W1eX-46 WlaX50 245>vlo NI6X65 "I 1`116>06 i4 t x T BEAMS NOT CARRYINA, COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. �' = 0 ;t Lu 4 000 b2 0 > < Q N moO - - - - - - - - - - - - - - SEAL 14 56.1 I II- 0 r 0 - 0 < m 0 11 G3 CL 15%ED FOR, NO. CAM GOFMEM 01101104 PROXSRE SET 0 06102104 2556 CO SET E 0910W04 ISGUE V F IOA2104 *9* *F' (D- IIA5104_ RECORD PERMIT 5ET H 12/13104 RECORD PERMIT SET GI 01/14105 /2\5TEeL PACKAGE i O2A!L0L 4151 •4 03 L 0'�10$ a REVISED PERMIT I 56.1 GI L SET 4 G21 Y 17 G I UP TYPICAL-0< G2 UP KEY IAN CI U��- LEVEL (230'-0") N5 A . PRO461' Nq PATE 6400 3-01-04 DRAM BY I TJm CHECKED BY HS SHEET No, S2 19b lu eEAM FREACTION SCHEDULE BE-AM SIZE BEAM END REACTION 1 I'loxis K8X21 KbX51 HIOX12 tLl Z "oXIq CD N12X14 H12X16 H12XIq P412X22 H12X26 QiD H12X50 J N)2X40 < zz "CIX26 NJ6X31 WI6X56 HI&X40 U -s 1 - HI6X51 0-� k4 5X35 NleMO W1eX-46 WlaX50 245>vlo NI6X65 "I 1`116>06 Q� 1421X50 1424N55 1424X62 P424>06 Z NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYINA, COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. 20 2i 22 14'-0 GI UP C11 UP C, 1 1-1 UP C11 UP r- PV I_ "2X14 (& 1,11.2 16 [123 eI2x2& (25) to ' 11/16 CIUP C' � ON " - I I C . 'N IOX i C ,, t' II 1161' 4--l' 4' - ]" 4' ' 15/16 2j 1 12 1 X1 " I N16Y.&q (251 DOWN k 4 7 - 1/2' 1`5 0;2 (8) 1&3 cl UP ON - - - ---L- 2 ON 62 ON 11 C13 ON C_ �Nll u "12XI ix) IqI2 k4IOX12 (eq TYF Be 40 (14-\ 2 r _AL ' �IOX12 ce']. 2 CI y IOX12 t8) "12XI6 4RX14� 7. P "2x c ON 6p '321 KOX121151 CI UP 1 CE S4 1r - i' %'I% Cl UP c'2 UP UP C12 ON C12 C "2x6 [201 q0 i K :26 Z 42 Ip ( 151 56" D -I UP iv -- -� -- -- --T- -- - -- Y N16X40 22 0 10 2 U>3 • C,3 ON UP r.1 Lip "2xlq "12 14 [61 2X14 i. �T" R A 'ETE IP412A26 I 14 0.!±& 40 (--6) 91 X x -2 1 Q� x X N 25 ("1 2 ON 1�t I t30 '20 I UP Xib IFO) UP 1 X14 7 Cl UP 5� 112X16 (to) I ON � E57 X-BRAG N rq (24) WI ct UP L j p- 1 4---- -- 2�� -4X ln� N �� �UP x -- 10 U V ON 15/16 -r-1 A&" 55.2 (4 Iii2xib 101 - 14 - 7---- '12X C1 ON x 4'-11 15/16 x "12X(4 cu J"112XII to] x CI UP L r-I UP C w :25 C11 UP X Ci Lip x LIP C4 UP .1 P 20 M1S "I 1fi GA ON Ill 2 5 to \16>0 H » W16 I I WI X65 1 �-1 UP <15 ON C5 ON C:2 ON 1k. -.- UP 12XI6 Y ON x cl R H12 Iq 1`112 71 A- o.I . 1 1,112X14 C, ON x 4 40 C4 GI 2 1. N4 CIVIP "I up -- - ---\ > (201 GI PN _ / I -- - I '6 AS �!�/ ; ',, 12xtq---- A 4 4 vu2xl a] "55 a 4X 1/4 Tp PLACES 77 "12X14 T 11 ib (�fLJ. 26 -q 3/6' - LEVEL (230'-0") FLOOF� PLAN ce o ---------- 2 7 ------ tLl Z 3; R s t:� z < zz U -s 0-� < Z << .9 z ;t Lu 4 000 b2 0 J Lu N moO - - - - - - - - - - - - - - SEAL LLJ I II- 0 r 0 - 0 < m 0 CL 15%ED FOR, NO. LEVEL (230'-0") FLOOF� PLAN ce o Z 04 tLl Z 3; R s t:� z < zz U -s 0-� < Z << .9 z Lu 4 000 b2 0 Lu N moO SEAL LLJ I II- 0 r 0 - 0 < m 0 CL 15%ED FOR, NO. CAM GOFMEM 01101104 PROXSRE SET 0 06102104 2556 CO SET E 0910W04 ISGUE V F IOA2104 *9* *F' a IIA5104_ RECORD PERMIT 5ET H 12/13104 RECORD PERMIT SET 1 01/14105 /2\5TEeL PACKAGE i O2A!L0L 4151 •4 03 L 0'�10$ a REVISED PERMIT SET KEY IAN LEVEL (230'-0") FLOOR FRAMING PLAN PRO461' Nq PATE 6400 3-01-04 DRAM BY I TJm CHECKED BY HS SHEET No, S2 19b to ROOF eolse - DORMER O TOP OF STEEL ELEVATION SCHEDULE MARK BOTTOM OF METAL DECK (Xxx _XX") � o (A) :245'-1 5116' o � GI STUB COLUMN 235'-1 5116' \ 136 Z < x MAIN ROOF RIDGE / Hy312X8X91B x I i MAIN ROOF RIDGE (E) 242 5/16 DORMER RIDGE , D3 EAVES LINE (0) W&XlO (H) 212' -II 15/1&" EAVES LINE (J) - =Xlo EAVES LINE (K) X DORMER RIDGE (L) 232 5/161 DORMER PIC1,91a I n 212' -31/16" EAVES LINE 232 We," EAVES LINE ybxlo EAVES LINE 8 X'D W 'E to ROOF eolse - DORMER O TOP OF STEEL ELEVATION SCHEDULE MARK BOTTOM OF METAL DECK (Xxx _XX") TYPICAL LOCATION (A) :245'-1 5116' MAIN ROOF RIDGE GI STUB COLUMN 235'-1 5116' MAIN ROOF RIDGE 136 Z T N12X14 MAIN ROOF RIDGE / Hy312X8X91B 225 3/16" MAIN ROOF RIDGE (E) 242 5/16 DORMER RIDGE , D3 EAVES LINE (0) EAVES LINE (H) 212' -II 15/1&" EAVES LINE (J) 202 15/16 EAVES LINE (K) 2:27-5 SAS" DORMER RIDGE (L) 232 5/161 DORMER PIC1,91a I n 212' -31/16" EAVES LINE 232 We," EAVES LINE EAVES LINE (CO 212 5/16" DORMER RIDGE M 215• -1 3/16" RIDGE LINE (5) 166-2 3/4' EAVE5 LINE (T) 236*-4 3/4' EAVES BEAM CA- 212' -11 !lib" EAVES BEAM NJ :231 142" FLOOR BEAM "10 p-ORMER 2 1/4• - 1'-0' ROOF FRAMING NOTES: I. METAL ROOF M SHALL Be 1 1/2' WIDE RIB, Iq GAGE WITH MINIMUM YIELD STRESS OF 53 KSI, MINIMUM OrN� SECTION PROPERTIES ARE AS FOLLOWS, Ix • 0,25!3 IN4 5x . 0.2&q S, . MiNI( NUMBER OF 5PAN5 SHALL BE 3. 2. 0 INDICATE-, TUBE STEEL COLUMN DOWN ONLY. 5, ALL ROOF PVRLINS WITH SPANS LESS THAN T-O SHALL BE WbXIO UNLESS NOTED OTHERWISE 4 . (XKX' INDICATES UNDERSIDE OF ROOF CleCKiNs ELEVATION. 5. ETI INDICATES voxio Poop BEAM. 6, MINCItCATUS OVERFRAMIN6. ovERFRAmm, SHALL Be CONSTRUCTED WITH b lb (FA- METAL STUD WALLS (2'-0 ON CENTER STUD SPACINS) SPACED AT 4'-0*. -$TEE{ _F�MIN s NT fL 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2- 20 6A, METAL, DECK. MINIMUM COMP051TEC>EC< SECTION REGUIREMENT5 ARE AS FOLLOWS, I' . . 415 "4 Sx . .360 In (SLAB-ON-CIE, SHALL BE A MINIMUM OF (2)-CONTINUOUS SPANS.) ALL 4 1/2' 54-AS ON METAL DECK SHALL Be REINFORCED WITH 6X6 ".4XI-11.4 W.W.F. ALL 5 SLAB ON METAL DECK SHALL BE REJNFORCEO WITH •6 AT 10 EACH WAY, 2. ALL BEAMS SHALL HAVE 0 X S; 1/2* HEADED ANCHOR 5TUD'. SPAC 1*_O" CENTER UNLESS NOTED OTHERWISE BY EXXI. 3, (3 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4, ■ INDICATES TuDe STEEL COLUMN UP AND DOWN, UNLESS IT IS LABELED UP ONLY. COLUMNS CAN BE coNTINuo.* WHEREVER POSSIBLE. 5. FLOOR 0 =NIN&5 SMALLER THAN 1'-0' X 1'-0' 54-LALL BE CORE-PRILLED pr OR BLOCKED OUT. 6. FLOOR OPENIN05 LARGER THAN 1'-0* X 1'-0' AND SMALLER THAN 1'-6' X 5 S BE BLOCKED OUT AND REINFORCED ) WITH TH (2)- * 5 X 6'-,0' EACH SIDE AND (2)--5 x 2 EACH CORNER IN THE SLAB. 1. FLOOR OPENNa' . LARGER THAN 1'-6* X 1 SHALL BE SOPPOPITEO WITH AN 1-4X4X516 SUPPORT FRAME, LARSER, OPEN11,16S MAY REQUIRE HIDE FLANGE BEAM PFZAMII+, 6. IXX'I INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL ECAME, SHALL. Be 50 Ksi GRADE STEEL, CONFORMIM3 WITH ASTM 4qq2. 10. -(�- INDICATES TOP Or -RETI! SLAB ON METAL 11-K eL-1-1, It. 4 XXX'-XW> INDICATES TOP OF STEEL ITHEAl'I ELEVATION, IL 12. - INDICATES FULL MOMENT CONNECTION, 13. Kn INDICATES STRUCTURAL COLUMN OR BEAM LOADS, LOADS INDICATED ARE U=CTOREO SERVICE LOADS. Cl LOADS SHALL BE 50k O.L. AND 25k L.L. UNL.ES5 NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0' FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERH15C, 15, Q INDICATES BRACE TYPE" INDICATES DIASONAL BRACE 1 6. - - - -• T= INDICATES EXTERIOR ROOF PATIO OR DECK. 1 5. --- -- - INDICATES SERVICE SEISMIC LOADS, Jq. CPX INDICATES COLUMN PLATE TYPE, SEE DETAIL 1 ON 57.5 20 5PX INOICATE5 SPLICE PLATE TYPE. See DETAIL 2 ON 51.3 .4 � 1/1 a - _ ___ _ _ �2 1/16 EdEVATION AT OVERF PEAK - 1`2-47-5 1/4 14'-0" 14-0- 4'-0 14*-0' 14'-0' __ _ ___ _ r -- x c, _7 - - N1231 - (r) K12X14 0 . C.1 ON cl ON �Z- 14 1 12XI41 2 li7�� 7- - -1- G j 2XI 2 -- to ii( �� r - - I /�i '_I V� I 56.1 A 2XI& 0012 q 11/'14 _Njj cl D 56 (F) (F) > v G . 12X 14 WI x16 (T) )-4 ON r cl "Ij 16 (T) NJ2. 1f I ,>. I X, I I . , c 1 0.6 1 1-3 1 R i WI2X1 0 I:;,XtO , r I X I -- - -- x l ill -61 x -4 :i7 I N J 11 X ' i (D N1*2 0. i N12xlb l . 1 DN 56.1 GI DN x -- X Ni 1126 n =",, 11412 Al2XI- (23,3'-5 5/16") c-a C4 ON T " ° ._ 1 _ - .F . {.k - I - _ - f \ / T. ' 4� - I T Or 6 c- I D �4 CIL ON tll 41 i 4 T 12X 12X X 1,2x J, 112X cl A411 F " I X 4*-5"X dJ WITH (6) ,12 . a 3' ' PL S (W-1/2 X X 5 Ste, W ITH -1 ITH 1,4,�-S, EMBED PLATES IN NS Will LEVATOR SUPPL - E� F)- BEAM SIZE GaihN fl O GI STUB COLUMN F- WI2XI4 1'16 I -X23 -V 01 N5 136 Z A411 F " I X 4*-5"X dJ WITH (6) ,12 . a 3' ' PL S (W-1/2 X X 5 Ste, W ITH -1 ITH 1,4,�-S, EMBED PLATES IN NS Will LEVATOR SUPPL - D-1 tr i 71 TOWER ROOD (2,g IM!,". 1'-0" W12X14 WI2XI4 1 H12X14 " I Ul ri 7/-.� BEAM SCHEDULE MARK BEAM SIZE GaihN fl O GI STUB COLUMN F- -12XI-I < Z T N12X14 / Hy312X8X91B A 12XIO,& F RAt I r---z PLACES) I , D3 I 'D 1' WitX 2 7 H12X E, 11/16" "12x26 1 Lu I X12 I n N o Gi 1 V4 I SEAL D-1 tr i 71 TOWER ROOD (2,g IM!,". 1'-0" W12X14 WI2XI4 1 H12X14 " I Ul ri 7/-.� '�Q� �t7fHN 6 . i i . -6 " I'll 1/4" 1 IF- GI 1 ' ON j 1 4� - - - 4 I , COLUMN l 1 C016 ROD I TO IIAI OF S H F COMPRESSION r RING "ORKPOI T CENTER OR RING T BEAM SCHEDULE MARK BEAM SIZE GaihN W 0X12 O K2X14 F- -12XI-I < Z T N12X14 / Hy312X8X91B A 12XIO,& F RAt I r---z I , z V412X14 I 1' WitX 2 7 H12X E, 11/16" "12x26 1 Lu I X12 N o V4 I SEAL T- 0 'a 10 T 0 N CA- 4p, DATE CO"IENT 0 �/02(04 25% 60 SET E OW01/04 15521E 5 ON 10/2/04 ISSUE T 6 . 1115/04 RECORD PERMIT SET N12X(o 12A3104 RECORD PERMIT SET I OV14105 /.\STEEL PACKA&E j 02AV05 /,\ ASI 44 091 L 04/05105 > REVISED PERMIT SET 2X14 '�Q� �t7fHN 6 . i i . -6 " I'll 1/4" 1 IF- GI 1 ' ON j 1 4� - - - 4 I , COLUMN l 1 C016 ROD I TO IIAI OF S H F COMPRESSION r RING "ORKPOI T CENTER OR RING T BEAM SCHEDULE MARK BEAM SIZE GaihN W 0X12 O K2X14 F- -12XI-I < Z W12X2& / Hy312X8X91B 0 12XIO,& F RAt I r---z , z OVe < z 7 H12X rn "12x26 Lu '�Q� �t7fHN 6 . i i . -6 " I'll 1/4" 1 IF- GI 1 ' ON j 1 4� - - - 4 I , COLUMN l 1 C016 ROD I TO IIAI OF S H F COMPRESSION r RING "ORKPOI T CENTER OR RING T V It . 1 1 WI2 19 'Al In (4 X z t, X, N ig I& , [ - LL ?-A I N � R DN GI 0 Ct 0 will -fz- f 11/16 , F4 F7PT6 r- GI ON x C, ON lid ON )1� 2X* 2 ol, 1:1 ,,,C,2 XI4 Wif Xl 7 OWN X3 NT IZ (31 21 - IU T Ct ON G 0 NO tq i 10 AM, II �.4 TYP.. T- - C R A 4 X4 i/4 �2X14 ryf Npr 56d I ON ol ON - - - - - - CP C - c N �11X'4 /h I ON c;I ON -I - C M l� ��� � I I � f ? __ � I F=L AN ---cL s 9. 5 10 12' TOWER ROOF BEAM SCHEDULE MARK BEAM SIZE GaihN W 0X12 O K2X14 F- -12XI-I < Z W12X2& / Hy312X8X91B 0 12XIO,& F RAt I r---z V It . 1 1 WI2 19 'Al In (4 X z t, X, N ig I& , [ - LL ?-A I N � R DN GI 0 Ct 0 will -fz- f 11/16 , F4 F7PT6 r- GI ON x C, ON lid ON )1� 2X* 2 ol, 1:1 ,,,C,2 XI4 Wif Xl 7 OWN X3 NT IZ (31 21 - IU T Ct ON G 0 NO tq i 10 AM, II �.4 TYP.. T- - C R A 4 X4 i/4 �2X14 ryf Npr 56d I ON ol ON - - - - - - CP C - c N �11X'4 /h I ON c;I ON -I - C M l� ��� � I I � f ? __ � I F=L AN ---cL s 9. 5 10 12' TOWER ROOF BEAM SCHEDULE MARK BEAM SIZE Q W 0X12 O K2X14 F- -12XI-I < Z W12X2& / Hy312X8X91B 0 12XIO,& I IN CIL UP 1-2 UP up Av Xi, 0 I sj C2 ON X. \,--..p 50 t 3 !, J ( 1 4 - 1 11 ED N C2 UP "&X2& I r-2 ON X1 30 w Tot, oc� 5L*,o 2k E LL OPENI E, v ARCH :2 ON 4 TOWEFR C 0 0 L I N r-::; F=>LAN 1/&,. 1'-0' Qs 0 Q 0 Z ce F- z 11)6 s, F- < Z 0 < z IS < z rn Lu N o V4 I SEAL T- 0 'a 10 T 0 CA- 4p, DATE CO"IENT 0 �/02(04 25% 60 SET E OW01/04 15521E 10/2/04 ISSUE T 6 . 1115/04 RECORD PERMIT SET H 12A3104 RECORD PERMIT SET I OV14105 /.\STEEL PACKA&E j 02AV05 /,\ ASI 44 091 L 04/05105 > REVISED PERMIT SET KEY PLAN UPPER ROOF (240'-0") FRAMING PLAN F'Ro-rllr N�, 6400 DATE 3-01-04 OPLAMN BY CHECKED By Tim HS SHEET No. S2.1 Ob OF I Z a� GENERAL NOTES 1. LIVE LOADS USED IN DESIGN A, ROOF SLOPE LARGER 3:12 80 PSF B. ROOF SLOPE LESS 3:12 100 PSF C. RESIDENTIAL FLOOR 40 PSF D. CORRIDORS. HALLWAYS, PUBLIC SPACES 100 PSF E, RESTAURANT, RETAIL, SPA 100 PSF F. DRIVEWAY 100 PSF G. IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR 1.25 SNOW FACTOR 1.0 WIND FACTOR 1.25 H. WIND 3 SECOND GUST 100 MPH FASTEST MILE 80 MPH EXPOSURE B I. SNOW GROUND SNOW LOAD 80 PSF J. SEISMIC SITE CLASS D CATEGORY C 55 0.3369 S11 00789 SEISMIC USE GROUP i i K. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 2, TESTING, INSPECTIONS AND OBSERVATIONS: A. T A T CON R C OR SHALL PROVIDE COORDINATION INSPECTIONS ON F SPECIAL 5 E TI O F THE CONSTRUCTION (PAID FOR BY OWNER) IN O IN THE PROJECT SPEC IF( C AT1 OINS AND LISTED BELOW IN DNF IN SPEC THE PROVISIONS OF CHAPTER 1 7 OF THE INTERNATIONAL BUILDING GOO£ SPECIAL INSPECTION SHALL BE PROVIDED BY A Q INSPECT INSPECTING AGENCY AS APPROVED BY THE LOCAL BUILDING O D AL. ALL INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, 8. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR: 1. SOIL PREPARATION c. EARTHWORK EXCAVATION, FILLING AND COMPACTION BELOW FOOTINGS AND SLAB ON GRADE. 2. CONCRETE o. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE STRENGTH. b. PLACEMENT OF REINFORCEMENT: SPECIAL INSPECTION NEED NOT BE CONTINUOUS, BUT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND PRIOR TO CLOSING THE FORMS. ITEMS TO BE CHECKED INCLUDE BAR SIZE, GRADE, QUANTITIES, SPACING, LAP SPLICE LOCATIONS, EXCESSIVE RUST• AND PROPER CONCRETE COVERAGE. c. EMBEDDED ANCHOR BOLTS AND STUDS: SPECIAL INSPECTION SHALL BE DONE ON A CONTINUOUS BASIS. ITEMS TO BE CHECKED ARE PROPER ANCHOR DIAMETERS, EMBEDMENT LENGTHS, SPACING BETWEEN ANCHORS, EDGE DISTANCES AND CONCRETE CONSOLIDATION AROUND ANCHORS. 3. STRUCTURAL WELDING o. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1.) WELDING DONE IN AN APPROVED FABRICATOR's SHOP IN ACCORDANCE WITH SECTION 1704.2.2. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELD ING. I.) SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16' IN SIZE. 2 FLOOR AND ROOF DECK WELDING. 3. . ) j WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. 4.) WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. 5.) WELDING OF STAIRS AND RAILING SYSTEMS. 6,) THE WELDING OF REINFORCING STEEL LARGER THAN N5 BAR. 7. THE WELDING OF SPECIAL MOMENT RESISTING STEEL FRAMES. C. IT MS TO SE CHECKED ARE THE CERTIFICATION OF THE WELDERS, WELO ING PROCEDURES. MATERIALS, VISUAL INSPECTION OF WELD SIZE, LENGTH, QUALITY, QUANTITY AND SPACING. 4. HIGH-STRENGTH BOLTING c. WHILE THE WORK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL DETERMINE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT. BOLTED PARTS; AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET, SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH THE REOUIREMENTS OF SECTION 1704.3.3. THE SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICAONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO DETERMIN E THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. 5. STRUCTURAL MASONRY P. PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPEC tMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE PRIOR TO CLOSING OF CLEANCOTS AND DURING ALL GROUTING OPERATIONS. C. STRUCTURAL OBSERVATIONS I. STRUCTURAL ENGINEER MAY MAKE PERIODIC 08SERVATIONS OF THE CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTICNS BY THE GOVERNING AUTHORITIES OR SERVE AS SPECIAL INSPECTIONS' AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. 3. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 5000 PSF S. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 104199 BY HEPYORTH - PAWLAK GEOTECHNICAL, INC., DATED JUNE 16, 2004. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE F1 EEO WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTEO BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL), E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST GARAGE WALLS UNTIL THE GARAGE FLOORS AND THE PLAZA LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. PARTIAL BACKFILL CAN BE ACCOMPLISHED AFTER REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON - GRADE. A MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE. 1. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED $O THAT CONDITIONS MAY BE INSPECTEO PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 4. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL DE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHN iCAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION OETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQIRRED, REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONS ISLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTICNS OF THE SUPERSTRUCTURE. 5. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX. W/C RATIO % AIR RED. FOOTINGS 40 T - - - 00 pct 5 D 0.50 FOUNDATION WALLS 4000 pet STD - - - INTERIOR SLABS ON GRADE 4000 psi STD 0.50 - - - INTERIOR STRUCTURAL SLABS, SEAMS, WALLS AND COLUMNS 4000 psi STD 0.50 - - - SLABS ON METAL DECK 3500 "1 STD 0150 ^ - - EXTERIOR CONCRETE ( * * }(•) 4500 psi STD 0.45 6 %--8% • FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD SALTS W/O RATIO SHALL NOT EXCEED 0.4. •• MAXIMUM SLUMP SHALL NOT EXCEED 4 B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH FIX LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF 0 E ASTIC ITY OF A CONCRETE A 1 .F 7 ?F' L ALL CQNC E E H S. LL EXCEED WC .5 33 C {OR 5 ,000 C NORMAL WEIGHT CONCRETE). C. CONTRACTCR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING, FOOTINGS. BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E, ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE, USE STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER, 6_ REINFORCEMENT A, ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A61$. GRADE 60 EXCEPT TIES. STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS. ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM At 85 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION: i. CONCRETE POURED AGAINST EARTH 3 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2° 3. COLUMNS AND BEAMS (TIE BARS) 1 -1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4 5. PRECAST TEE LEG (UNLESS MORE IS REQUIRED FOR FIRE RATING) i -1/2 E. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZEO BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED. SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR g7 AND p8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. G. PLACE 7W0 05 (PER B" THICKNESS) WITH 2' -0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS. SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4' -O` DIAGONALLY AT EACH CORNER. H. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 7. PRESTRESSED /PRECAST A. STRUCTURAL PRESTRESSED /PRECAST SUPPLIER SHALL BE A PCI CERTIFIED PLANT. COPY OF CERTIFICATION SHALL BE PROVIDED, B. STRUCTURAL PRESTRESSED (PRECAST) CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP 5000 PSI COMPRESSIVE STRENGTH (HIGHER STRENGTHS MAY BE EQU lR£D ) B. PRESTRESSED (PRECAST) STRUCTURAL CONCRETE SHALL BE MADE WITH LIGHTWEIGHT STRUCTURAL OR FINE STONE AGGREGATE (UNIT WEIGHT - 110 PSF) AND SHALL DEVELOP 5000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. AGGREGATED FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. C. ALL FABRICATION AND ERECTION TOLERANCES, CLEANING AND GENERAL PRODUCT QUALITY INCLUDING MATERIALS AND MIXES SHALL BE IN ACCORDANCE WITH ACI 318 (LATEST EDITION), ACI 362 -94, PCI MIL-120-92. PCI MNL- 116 -85 AND PCI DESIGN MANUAL(LATEST EDITION). D, PRETENSIONED STEEL SHALL NOT BE RELEASED UNTIL THE CONCRETE HAS REACHED 3500 PSI (MINIMUM), E. DETAILS OF ALL PRECAST MEMBERS AND CONNECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND MEMBERS SHALL NOT BE FABRICATED PRIOR TO REVIEW. ALTERNATE DESIGNS OR DETAILS MAY BE SUBSTITUTED BUT USED ONLY AFTER ENGINEERS WRITTEN REVIEW, ALONG WITH SHOP DRAWINGS, DESIGN CALCULATIONS OF ALL PRECAST MEMBERS AND CONNECTIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED. INDIVIDUAL PIECE DRAWINGS ARE NOT REQUIRED UNLESS SPECIFICALLY REQUESTED. F. ARCHITECTURAL PRECAST CONCRETE SHALL BE 4000 PSI STONE AGGREGATE• MINIMUM AREA OF REINFORCEMENTS SHALL BE 0.003 BD. PROVIDE ANCHORAGE BETWEEN CONCRETE MIXES IN A MEMBER PER PCI. C, PRECAST CONCRETE SHALL BE HANDLED AND ERECTED IN A MANNER THAT WILL NOT IMPAIR THE STRENGTH OF THE MEMBERS AND ADEQUATE TEMPORARY BRACING SHALL BE PROVIDES UNTIL ALL RELATED FIELD CONNECTIONS HAVE BEEN FULLY COMPLETED. PROVIDE LIFTING DEVICES THAT WILL SUPPORT TWICE THE WEIGHT OF THE PRECAST MEMBERS AND ARE NOT TO BE LEFT EXPOSED. ALL CONNECTIONS REQUIRING DRY PACKING TO BE COMPLETED PRIOR TO APPLYING ANY SUPERIMPOSED LOAD INCLUDING ANCHOR BOLT POCKETS AND COLUMN BASE PLATES, H. THE WELDING OF CONNECTIONS FOR ALL PRECAST ELEMENTS SHALL BE IN ACCORDANCE WITH AWS D1.1 OR AWS 01.4. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATIONS TEST. STEEL LEVELING PLATES SHALL BE PROVIDED AT V -6" MINIMUM FROM EACH END OF ALL WALL PANELS UNLESS OTHERWISE SHOWN ON PLANS. LEVELING PLATES STACKED IN EXCESS OF 1" MUST BE WELDED TOGETHER AND APPROVED BY THE ENGINEER, PLATES IN ADJACENT SLABS SHALL BE 'MELDED TOGETHER TO ELIMINATE DIFFERENTIAL CAMBER. PRECAST CONCRETE CONNECTIONS SHALL BE OF READILY WELDABLE STEEL, ALTERNATE CONNECTIONS MAY BE SUBST ITUTEO ONLY AFTER REVIEW BY THE ENGINEER. 1. PRECASTER SHALL DESIGN PRECAST WALLS AT ALL EXTERIOR STAIRS TO TRANSFER EARTH, WIND OR SEISMIC LOADS, WALLS MAY BE DESIGNED TO SPAN HORIZONTALLY AT THESE LOCATIONS, PRECASTER SHALL PROVIDE A MINIMUM OF TWO WALL /WALL CONNECTIONS AT EACH VERTICAL WALL JOINT. J. DO NOT WELD FLOOR OR ROOF SLABS AND /OR TEE CONNECTIONS UNLESS SLAB AND /OR TEES HAVE BEEN CAST AT LEAST TWO WEEKS PRIOR TO ERECTION. K. WIRE STRAND USED IN PRESTRESSING SHALL HAVE 270 KSI ULTIMATE STRENGTH AND CONFORM TO `SPECIFICATIONS F O RN COATED SEVEN -WIRE LOW RELAXATION STRAND FOR PRESTRESSED CONCRETE", ASTM A416 OR ASTM A421. STRESS RELIEVED STRAND MAYBE SUBST ITUTEO AS AN OPTION ONLY AFTER STRUCTURAL ENGINEER REVIEW. 8. MASONRY A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90. GRADE N. BRICK SHALL FULFILL ASTM C62. C216 OR C652, MORTAR SHALL BE AS 0270 TYPE S OR M. 8. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STRENGTH OF F'M OF 1500 PSI BASED ON GROSS AREA. C. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 CAGE MIN IWM LADDER -TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS. D. UNLESS OTHERWISE NOTED, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE (2) #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER 4 FEET ON CENTER TYPICALLY, REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. E. ALL CMU WALLS REOU IRE A MIN IMVM OF 2 -#!5 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS. AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED. F. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. G. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM 0476 GROUT FOR A DISTANCE OF 24 MINIMUM AND A MINIUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS OTHERWISE NOTED. H. CMU SHALL SE FULLY GROUTED BELOW GRADE. 1. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAMING OVER NON - BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. J. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY. INSTALL LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END. K. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. 9. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUSE COLUMNS TO ASTM A500, GRADE S. LATEST EDITIONS AND LATERAL BRACING PLATES WHICH SHALL CONFORM TO ASTM 992. (50 KSI). STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION, ALL ANCHOR BOLTS SHALL CONFORM 70 ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION. - D. UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL BOLTS PER AISC 'MANUAL OF STEEL CONSTRUCTION TABLE it -A AND /OR AISC SIMPLE SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION TO SUPPORT 607 THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON - COMPOSITE MEMBERS, FOR COMPOSITE MEMBERS CONNECTIONS, CONNECTIONS SHALL SUPPORT 80% OF THE TOTAL CAPACITY FOR EACH BEAM AND SPAN UNLESS OTHERWISE NOTED. STEEL SUPPLIER MAY SUBMIT ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATIONS STAMPED BY THE REGISTERED PROFESSIONAL ENGINEER RESPONS BLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD OUALIFICATIONS TESTS AS OUTLINED IN AWS -01.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. G• FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS. PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (W/1'- SECTiONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING. I. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION ANO /OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. J. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVtS1ON5 TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIED£ DRAWINGS PRIOR TO ENO tNEER's APPROVAL OF ERECTION DRAWINGS. 10. METAL DECK A. UNLESS OTHERWISE NOTED, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE OF THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE POSSIBLE. B• DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS EXCEPT AS OTHERWISE NOTED. C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS AND SHOWN ON ATTACHED TYPICAL WELDING LAYOUT UNLESS OTHERWISE NOTED ON DRAWINGS. 1. ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM), 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE (SIDE LAP) WELDED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATIONS PER SPAN. 3, ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8 0IAMETER PUDDLE WELDS AT 8 "• 4 ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE APS PLUS E INTERMEDIATE L L O'1 Eb E WITH O 5/8' DIAMETER PUDDLE WELD. PROVIDE WELD WASHERS AS REOU IREO. S. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH 5/6" DIAMETER PUDDLE WELDS. FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 24 ". 6, I4EAUED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. It. LICHT GAGE FRAMING A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DRAWINGS. B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI. C. FRAMING ROLLED FROM STEEL f6 CAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. D. ALL WORK SHALL CCNFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. 12. NON - SHRINK GROUT A. NON - SHRINK GROUT SHALL BE PROVIDED: 1 BETWEEN COLUMN BASES AND CONCRETE SUPPORTS, 2. . BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 12. NON - STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-SEARING PARTITIONS, ETC, ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS OTHERWISE NOTED. FIRE PROOFING THICKNESS SHALL COMPLY WITH I.B.C., 2003 EDITION, SECTIONS 721,5,2.2 AND 721.5.4.3. 13. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS, 8. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE C TRA T Qi C EC E ON C OR S COMPLETE ITV. RESPON IBI 5 L C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER "S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SMALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC-COATING OR GALVANIZED ZINC COATING ON ALL STEEL EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING . PRECAST CONCRETE, STRUCTURAL STEEL, AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENT IRELY AT THE RISK OF TIRE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS. WATERSTOP, ETC.. SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. 1. ALL OIM£NStONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. F GONGRETE 4'-O" OP SLAB TYPICAL DETAIL FOR RE- ENTRANT C0RrIER5 AT CONGEz�T.� (L1A�,._LS AND SLABS DETAIL 2 5/4'.1 VERTICAL lTYPJ +---1 VERTICAL (TYPJ ms CORNER BAR X m V FMINFONTAL REINFORCEMENT MATCH HORIZONTAL lT1rF'J REESAR SIZE AND 5PAGI1 (TYP) CORNER BAR X I� iA MATCH HORIZONTAL REBAR SIZE AND SPACING {TYPJ 0 6 VERTICAL (TYPJ TYPICAL 90 HOOK CORNER INTE R�F TION DETAI 3 3/4" s 1 PROVIDE STANDARD HOOK iF TENSION Ld. IS NOT DEVELOPED RE, PLAN If 7 .1 r -7 7 4 RE, PLAN OTING Ik w Q i BARS TO MATCH TYPICAL FOOTING ®' REINFORCEMENT TYPICAL STEPPED_ FOOTING= DETAIL SECT ION -4 3/4" = V -O NOTE: SIMILAR AS REQUIRED FOR ELECTRICAL EOUIPMENT 4 1, U EEPIN6 PAD - WITH 6X6 142.1 X 142.1 NeHF. RE, MEGH FOR LOCATIONS TOP OF SLAB Pte, AN INTENTIONALLY ROUGHENED SURFACE z n1 SLAB ON GRADE 1NITH ININF RE, PLAN TYPICAL SECTION AT HOUSEIKEEPIN! s PADS CU 0 !, EA-15E B Z o 0 E F 6 H 'Q.Z �m 2'-0' V / g t 10' 6" f0' I' -O' 05 AT V -4" QE­ 3 4 Q W Z t.t�.���tt ti3 u5 x3 w n W m tr r"0 y am � Lir j5 0 I Q c5 AT P-6" .4 DEEP SAW GUT W tzi = m X 4 1' -3" + AT V -6' M5 AT V -4" c5 AT 9" c5 AT V -2' mRS I � SEAL e" f � W I s- Q 3: � Q/ 4 05 AT I' -EP" JOINT - TYPICAL C > 5' -0" I' -6' iSWE'D FOR, M.Q DATE 601 R4ENT a5 AT i' -4 01/01/04 PROSR� SET D 08/02/04 2596 CD SET E 04/0/04 19 E' F 10/!2/04 PR06RE%SET 6 11 /05 104 RECORD PERMIT SET H 12113(04 RECORD PERMIT SET I OV14105 - 5TEEL PACKAGE J 02AV05 A51 •4 O3/i6/05 a A51 uT L 04/05/05 s 5ED PFURHtT SET KEY PLAN STRUCTURAL GENERAL NOTES AND SECTIONS PROJECT No. DATE 6400 7 -15-04 DRAWN BY GHEGKEO BY T)M HS SHEET i+d. S3,0 SECTION 5 Nf = STONE VENEER- - RE; ARCH/CIVIL GM1U E 4 6 2" TYPICAL F �. F 6 STONE GAP CONTINUOUS r 8'-O" O.G. SIDE BACKFILL AT 1' -0` L, L 3" CLEAR A BASE WID NOTES. � I. REBAR GRADE 60 Icsl 2. CONCRETE FG m 4000 pst 3. ALLOlNA8LE SOIL PRE 55IRE m 3000 PSF 4. ACTIVE PRESeeVRE SO PGF 5. HORIZONTAL BACKFILL ONLY - NO SMCHAR.SES HEIGHT EA-15E A B C D E F 6 H J 2'-0' 2' -4` 10' 6" f0' I' -O' 05 AT V -4" U5 AT I' -4• c5 AT V -4` 1 AT I' -6" NONE 4'-0' 3' -4• i•_4" b" i' -4" i' -O" -5 AT V -4" c5 AT V -4' U5 AT 114` c5 AT P-6" NONE DEEP SAW GUT tzi = 8 2' -10" 1' -3" + AT V -6' M5 AT V -4" c5 AT 9" c5 AT V -2' MINE HOURS AFTER POUR e" 5' -4' 1'-6' llb AT F -4° •5 AT V -4' m7 AT d" IrG AT i' -5' 05 AT I' -EP" JOINT - TYPICAL i 5' -0" I' -6' Of, AT 1'-0* 1-s AT t' -0' sT AT b` 1 At Q' a5 AT i' -4 TYPICAL SITE -4 AT 1' 1" R T_AINltr WA! C. EACH WAY SECTION 'o -. `. AT P-O" 114 X a:ai• P :4v. a: a av ' oW.O,C{04.. AT P-O' (0 - AT EACH HOSE h- T- tv, 1!2" ISOLATION JOINT od q'. a• I/2" ISOLATION JOINT -4 AT 1' 1" g C. EACH WAY c4 X -. `. AT P-O" a:ai• P :4v. a: a av ' oW.O,C{04.. (2) -U4 AT BOTTOM (TYP) h- T- tv, 1!2" ISOLATION JOINT TYPICAL DETAIL AT EXTERIOR STAIR SECTION - 1 - -'_ 3116" MAXIMUM X 1 1/4' DEEP SAW GUT tzi = mP a .o' a 'p ° a: os. p °.O F,OQ'O' ?.O O POCK' o O, �d s0� O, "p.0 ;_ w_ I �+A iJOTEv SA1-C.UT SLAB WITHIN i2 HOURS AFTER POUR 5 /6'm X 2' -O" ROD AT V -6 ". GREASED ONE --- .._..,.___ GOLD CONSTRUCTION END - TYPiCAL JOINT - TYPICAL i O a 0 0 0 w a: a or �•0'ov 7a ..o d, vAC�'p,m1�d�ACE' .090C d^PA °i n TYPICAL SLAB ON G=RADE CONTROL AND CONSTRUCTION JOINT SECT ION 1 3 /4"mP -O O WATERPROOF lNe AND - PROTECTION EOASU2 41/2 M INIMUM COW TOPPING WI #(, AT 10" EACH WAY PRECAST DOUBLE - TEE- (ROTATE qO' AT 51MILA CIONNrr_ RE, MAI R1610 INEVI_ATION A5 REQUIRED CONNECTION Or DOUBLE TEE TO k4ALL (8EYOKC) BY PRECAST 5OPPLIER (TYPICAL) _zN �_q T-LEI, BEARING SEAT RE, PRECASTER WALL TO OT CONNECTION RE. MANUFACTURER CONCRETE TOPPING PRECAST WALL RE: MANUFACTURER /—A5FI4AL 10 7�) MASTIC PAPER BARRIER 5" ON GRAPE V41T)i I LjpOo <S TIN coNmecTioN- RE, PRECAST MANUFACTURER FACTURER #6 AT I'-O^ -O' 0 EACH WAY r \ - If RE, PLAN SECT ION 11 5/4' - 1'-0* a 5F_G_TION WATERPROOFING ANG­ F TFITII. —AR EE - MOM AS AN CHOR BOLTS AND V I CONNECTIONS, BY PRECAST MANI)FACTURER- FM PLAN PREC I"Of WALL PRECAST COLUMN PRECAST RE. PLAN CORE WALL/ FOOTIN9 CONNECTION RE, PRECAST ENGINEER PRECAST OT .1 AT I' -O' — M r RE, MAWFACTURER -6 AT V7' EA5r-"E T BEARING PAC BY -5 AT V-4— PRECAST SUPPLIER NORTH-60UTH I T-LEG BEARING ep-Ar jol NT RE. PRE-_ASTER !an - P _717 exxf-Xx MASTIC 5 PAPER F- 1 9 Z:c w i < 5 - H! BARRIER < 5* SLAB ON Z O /—A IS-RACE WITH -TYPICAL FOOTING W.W.F. KALLIFOOTIN6 CONNECTION- RE, PRECAST MANUFACTURER AT 1'-0" EACH WAY 7 co TEN51ON L�L TEE TO WALL (BEYOND) REINFORCEMENT TYPICAL STEPPED �FEP FOOTING DETAIL BY PRECAST SUPPLIER SECTION 3 5/4' - 1'-0' Re. PLAN (TYPICAL) SECTION 10 5/4* - 1'-0' PRECAST WALL RE: MANUFACTURER /—A5FI4AL 10 7�) MASTIC PAPER BARRIER 5" ON GRAPE V41T)i I LjpOo <S TIN coNmecTioN- RE, PRECAST MANUFACTURER FACTURER #6 AT I'-O^ -O' 0 EACH WAY r \ - If RE, PLAN SECT ION 11 5/4' - 1'-0* a 5F_G_TION WATERPROOFING ANG­ F TFITII. —AR EE - MOM AS AN CHOR BOLTS AND V I CONNECTIONS, BY PRECAST MANI)FACTURER- FM PLAN PREC I"Of WALL PRECAST COLUMN PRECAST RE. PLAN CORE WALL/ FOOTIN9 CONNECTION RE, PRECAST ENGINEER 15 NOT DEVELOPED .1 AT I' -O' — M CONNECTION -6 AT kg: MAWFA4,' EA5r-"E T /2. ISOLAT 1 -5 AT V-4— CONCRETE NORTH-60UTH I TOPPING jol NT 4 AT 2' X !an RE. PLAN P LAN exxf-Xx F- 1 9 Z:c w i < 5 - H! '� L < Z O I- -TYPICAL FOOTING PRECAST WALL RE: MANUFACTURER /—A5FI4AL 10 7�) MASTIC PAPER BARRIER 5" ON GRAPE V41T)i I LjpOo <S TIN coNmecTioN- RE, PRECAST MANUFACTURER FACTURER #6 AT I'-O^ -O' 0 EACH WAY r \ - If RE, PLAN SECT ION 11 5/4' - 1'-0* a 5F_G_TION WATERPROOFING ANG­ F TFITII. —AR EE - MOM AS AN CHOR BOLTS AND V I CONNECTIONS, BY PRECAST MANI)FACTURER- FM PLAN PREC I"Of WALL PRECAST COLUMN PRECAST RE. PLAN CORE WALL/ FOOTIN9 CONNECTION RE, PRECAST ENGINEER ­-1/2" ISOLATION JOINT - - 5' SLAB -OW 6RADE WITH — INSTALL 2' 2* X 2* SUMP BLOKCWT, RE, MANUFACTURER FOR LOCATION AND SIZE 4. AT 1'-0' eA,:,H WAY SECTION 1 3/4' - 1'-0• PRECAST -^^ &ECTION ro C.ORe$4kLL\ FOOTING 5/4-110' CONNECTION RE, PRECAST AT V-0 — ENGI NEER NON=INK - GROUT -4 >`D f AT 2'- -6 AT V-0— EAST -WEST .5 AT V-4' 4 1/2" CONCRETE NORTH -SOUTH — C. -ET' PRECAST CORE WALL 1/2' ISOLATION JO INT 5 " SLAB -ON- GRADE RTH '4 KF. DECK WITH K.W.F. PRECAST DT RE. MANU NVr _TURER ASPHALTIC MASTIC, PAPER BARRIER 5' SLAB ON 64ZAOE WITH PRECA5T WALL -- RE MAMFACTURER - STEEL 5EAt RE, PLAN WITH H - cl6xus CONTINUOUS 'EMBED PLATE AT 11-1. BY PRECAST SUPPLIER CONCRETE TOPPING 04 AT 2'-0' X �PRECAET DT MANUFACTURER ASPHALT C MASTIC PAPER BARRIER 5' 5LA5 ON GRADE WITH KHP. KALL/POOTIN& CONNEOTION- ke. PRECAST MANUFACTURER g -6 AT Ao eAC. KAY RE, PLAN 5ECTION - 1 3/4—F-0 PROVIDE STANDA HOOK IF TENSION LCI. 15 NOT DEVELOPED ISOLATION P STANDARD HOOK r2 NON-Sf4RINK 'S`ROVT BY PREC ASTER [7* /2. ISOLAT 1 5LA73 ON GRADE < N jol NT !an RE. PLAN P LAN exxf-Xx F- 1 9 Z:c w i < 5 - H! '� L < Z O I- -TYPICAL FOOTING CONNECTION OF DOUBLE BARS TO MATCH 7 co TEN51ON L�L TEE TO WALL (BEYOND) REINFORCEMENT TYPICAL STEPPED �FEP FOOTING DETAIL BY PRECAST SUPPLIER SECTION 3 5/4' - 1'-0' SEAL (TYPICAL) r 0 ttt < 0 eCARINC, PLATE , FM T-LeC BEA 01/01/041 PgoaRe% SET SEAT RE, PRE0, 08102104 25% CD SET E CIVOU04 iSrA)E V F 10/12104 PROORE56 SET C, 16 CONCRET Pa311T SET H RE, PLAN PEFJlIT SET I TOPPING 0 4 AT 2'-O' X PACKAGE i 02AII05 s AS 114 RE, PLAN OR 5 -j FOR FOOTIN15 AND REINFORCE-ENT L ­-1/2" ISOLATION JOINT - - 5' SLAB -OW 6RADE WITH — INSTALL 2' 2* X 2* SUMP BLOKCWT, RE, MANUFACTURER FOR LOCATION AND SIZE 4. AT 1'-0' eA,:,H WAY SECTION 1 3/4' - 1'-0• PRECAST -^^ &ECTION ro C.ORe$4kLL\ FOOTING 5/4-110' CONNECTION RE, PRECAST AT V-0 — ENGI NEER NON=INK - GROUT -4 >`D f AT 2'- -6 AT V-0— EAST -WEST .5 AT V-4' 4 1/2" CONCRETE NORTH -SOUTH — C. -ET' PRECAST CORE WALL 1/2' ISOLATION JO INT 5 " SLAB -ON- GRADE RTH '4 KF. DECK WITH K.W.F. PRECAST DT RE. MANU NVr _TURER ASPHALTIC MASTIC, PAPER BARRIER 5' SLAB ON 64ZAOE WITH PRECA5T WALL -- RE MAMFACTURER - STEEL 5EAt RE, PLAN WITH H - cl6xus CONTINUOUS 'EMBED PLATE AT 11-1. BY PRECAST SUPPLIER CONCRETE TOPPING 04 AT 2'-0' X �PRECAET DT MANUFACTURER ASPHALT C MASTIC PAPER BARRIER 5' 5LA5 ON GRADE WITH KHP. KALL/POOTIN& CONNEOTION- ke. PRECAST MANUFACTURER g -6 AT Ao eAC. KAY RE, PLAN 5ECTION - 1 3/4—F-0 PROVIDE STANDA HOOK IF TENSION LCI. 9 j . N 71. RE PLAN -q AT V-O" EACH WAY SECTION 2 1'-4 4' SECTION 5 5/4'-1'-0' SRACIE JxW;2'1 2 < JN 6 " 5* SLAB -ON - GRADE WITH &X& I"I2.1XH2.1 KW.F, u �Q 0 15 NOT DEVELOPED Z STANDARD HOOK Z [7* < N !an F- 1 9 Z:c w i < 5 - H! '� L < Z O I- -TYPICAL FOOTING RElIIrORl_6IlEIll BARS TO MATCH 7 co TEN51ON L�L TYPICAL FOOTING REINFORCEMENT TYPICAL STEPPED �FEP FOOTING DETAIL SECTION 3 5/4' - 1'-0' 9 j . N 71. RE PLAN -q AT V-O" EACH WAY SECTION 2 1'-4 4' SECTION 5 5/4'-1'-0' SRACIE JxW;2'1 2 < JN 6 " 5* SLAB -ON - GRADE WITH &X& I"I2.1XH2.1 KW.F, u �Q 0 Z Z < N !an F- 1 9 Z:c w i < 5 - H! '� L < Z O U-1 ry 7 co U-1 SEAL r 0 ttt < 0 CL , FM DATE GO.t�NT 01/01/041 PgoaRe% SET 08102104 25% CD SET E CIVOU04 iSrA)E V F 10/12104 PROORE56 SET C, 11/05/04 RECOR Pa311T SET H 12113104 RECORD PEFJlIT SET I OV14105 /2\5TEEL PACKAGE i 02AII05 s AS 114 ASI " L 04/05/05 PERMIT SET KEY PLAN PROJECT Np. DATE 6400 7-15-04 DRAM BY CHECKED Tim HS SHEET ". S3.1 0f 5ECTION 4 514' - 1'0" --FRO' PLAN E) AND —Tl-. BOARD /FOOTIN& ASPHALTIC, 3"°4" TOPPING SLAB CONNECTION RE, BARRIER WALL T.- PAPER RE: ARCH fi PRECAST 5 5LAE ON 7 7 7 MANUFAC GP_Aoe WITH RE, PLA - _8" CONCRETE SLAB ` E TAIL DECK -xx*) WITH RE I(xxx, ON 2' M R E INFOR CEMENT Re. 'AN L4X4XI/4 EMBED PLATE EMBED PLATE 5'r'_j C-�>NTINIAA)6 RE, PRECAST PRECAST SUPPLIER MAWFA4TIJRER AT 4'-0' STONE VENEER _� RE. ARCH. " T Al .k xxx--><x- 5/4' - V-O' WAY SECTION a B OLTS ANCH E EMBED PLATES P.IE PRECAST • MAWFACTVRZR AT X-O - PRECAST DOUBLE -TEE PRECAST STONE PRE COLUMN RE, PLAN WITH VENEER HAUNCH RE!PLAN CONCRETE Clompo"ITE RE, PRECAST -0. TOPPINS HAWFA. PRECAST WALL RE PLAN ISOLATION POUR 2" NON- SHRINK *ROUT BY PREC ER (12 150LATION SLAB ON GRAVE y JOINT RE, PLAN 0 0 . 6 � . A6PHALTICo MA5TIr- PAPER BARRIER Tip OF PILASTER —W-5 TIES AT a" TOP 5*'SL -ON-*RAVE AD WITH 6x6 "23XK2.1 —(12)--5 X1 WALL/FOOT/NC, 0ONNECT(OH- RE, PRECAST MANJFAZTVRER —3*--0' X 5'-O'COW-RETE PILASTER " A 4s� Vk= - 7 xxx,-XX' 7 --5 TIES AT V-4' v -6 AT V-O RE. PLAN -6 AT 1 -0 RE, PLAN SECTION 1 ' o 5/4' - V-O' RE- PLAN OR SCHEDULE FOR FOOTINS AND CONCRETE TOPPIK& REINFORCEMENT AT V-0 x 04 AT I'-O X SECTION e 5/4' -5 AT V-4* NORTH -SOV -6 AT 1'-0' EAST -WEST PRE CAST VT REFMANUFACTURER PRECAST WALL — RE, PRECAST MAMFACTMEP RE, MANUFACTURER r - f;zl PLAN I ASPHALTIC MEMBRA WITH Nr TH MASTIC, PAPER [ BARRIER TOPPINC, SLAB WITH S SLAB ON 3' - 4° CONCRETE (5RAClr WITH o "1 :5 1 1 TOPPING SLAB WITH WALL/FOOTING CONNECTION- RE, PRECAST K-",'FAl-TVReR *& AT V-O' MEMBRANE AND EACH KAY WATERPROOF PROTECTION WARD EAST - NES MEMBRANE AND PROTECTION WARD 4 1/2 * CONCRETE SLAB ON 2* METAL if 41/2"C.ONCRETE DECK WITH �k, C'ONNEr-TI N 5L^D ON 2" META RE, PLAN SECTION - 1 3/4* - V-O' PRECAST WALL RE, PLAN RE, 3" - 4'CONCRE TOPPING SLAB WITH 1`13W .p VqATERPROOF RE� PLAN MEMORANE AND PROTECTION BOARD 41/2'r-ONCRIETE SLAB ON 2" METAL DECK WITH W.W.F. STEEL BEAM RE, PLAN VUTH FMeCO PLATE — HA.S. RE, PRECAST 2`0 MAMPACTURER MS X b T =-.. 4 12" COW-P-eTF= SLAB ON 2" META DUCK WITH "JLF. WATERPROOF A. MEMBRANE AND PROTECTION WARD 45 C.ONCJzErE SLAB ON 3' METAL DECK WITH RE INFORCEMENT R E. PLAN L4X4XEf/0 CONTINIJOV' . WITH 1/4" VERTICAL STIFFENER AT EACH EMBED PLATE 4 1/2' r-OW-fZr=Tr= SLAB ON 2' METAL DECK WITH W.W. STEEL BEAM Z. PLAN WITH HA. 5. STEEL BEAM RE; PLAN WITH H.A.S 4 1/2' CONCRETE SLAB ON 2 META DECK WITH STEEL BEAM RE, PLA WITH HAS. 4 12' CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. STEEL EW.At-I RE, PLAN WITH H.A.S. 4 12* COW-ReTr SLAB ON 2" METAL DECK WITH STEEL BEAM RE. PLAN WITH RE, PRECAST MAMFACTMEP WATERPROOFING -N- 4a r - f;zl PLAN I TIEC- -1 PROTION BOARD AT SIMILAR RE. PLAN MEMBRA WITH Nr TH a, - 4'rOWRETE [ PROTCC,TION BOARD RE, ARCH TOPPINC, SLAB WITH SLAB -ON -GRADE 3' - 4° CONCRETE o "1 :5 1 1 TOPPING SLAB WITH WATERPROOF 1,4.H.F. MEMBRANE AND << WATERPROOF PROTECTION WARD EAST - NES MEMBRANE AND PROTECTION WARD 4 1/2 * CONCRETE SLAB ON 2* METAL if 41/2"C.ONCRETE DECK WITH �k, C'ONNEr-TI N 5L^D ON 2" META -5 AT OC--K WITH W.W.F. NORTH 9 I L 4X4XV4 CONTINVOU5 STEEL BEAM RE; PLAN WITH H.A.S 4 1/2' CONCRETE SLAB ON 2 META DECK WITH STEEL BEAM RE, PLA WITH HAS. 4 12' CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. STEEL EW.At-I RE, PLAN WITH H.A.S. 4 12* COW-ReTr SLAB ON 2" METAL DECK WITH STEEL BEAM RE. PLAN WITH AT V-O -6 AT V-O' SECTION 4 5/4'-V-O' ASPHALTIC MA5TI PAPER BARRIER • N \ L Q V -6 AT -O' ' AT 1*-0' SECTION 5 SECTION 3 3/4' . V-O' GRADE RE, PRECAST MAMFACTMEP WATERPROOFING -N- 4a r - f;zl PLAN I TIEC- -1 PROTION BOARD AT SIMILAR RE. PLAN MEMBRA WITH Nr TH 10• CONC [ PROTCC,TION BOARD RE, ARCH re SLAB -ON -GRADE U'� o "1 :5 1 1 -5 AT 1'-4 NORTH -SOUTH xxx -xx 0- z -6 AT V-O' << 3l4* - 1 EAST - NES AT 1 l if -6 AT 1'-0'— C'ONNEr-TI N EAS,T-P�E -5 AT RE, PRECAST NORTH 9 N MANUFACTURER 7 1 SEAL -6 Xr 0 0 < 0 0 u AT 1'-0• CL. 71 7 CASr COUBLE-TEE RE PLAN ITH N.. DATE 1601411ENT C11141. cow-ReTe aot-vosiTe 01/01104 PR06RE� 5ET V TOPPINeP CO SET E TnJ04 156kg E' F RE, (>LAN SET AT V-O -6 AT V-O' SECTION 4 5/4'-V-O' ASPHALTIC MA5TI PAPER BARRIER • N \ L Q V -6 AT -O' ' AT 1*-0' SECTION 5 SECTION 3 3/4' . V-O' GRADE RE, PRECAST MAMFACTMEP WATERPROOFING -N- 4a f;zl PLAN I TIEC- -1 PROTION BOARD AT SIMILAR RE. PLAN MEMBRA WITH Nr TH TOP OF WALL L [ PROTCC,TION BOARD RE, ARCH re FZA " P TOPPING SLAB AT !$IMILAR RE. CIVIL 1- -CONCRETE TOPPINIi C.ONNECTION — RE. MANIUFACTtIRCR PREC WALL — RE. MANt-IFArTVFZER PRECAST OT RE, MANUFACT el-ARiN5 PAO BY PR ECA5T 5UPPLIEP T_L59 BE-AR(W, SEAT RE, PRECASTER RE, MANUFACTURER F7 WALL — RE MANUFACTURER SECTION 2 5/4* - l-C" WALL/FOOTINO CONNECTION- RE, PRECAST MAMFACTMEP ft> AT 1'-0' EACH NAY a ma C, .E re U'� o "1 :5 1 1 n C , ,3- V) < 0- z SECTION I << 3l4* - 1 AT 1 — if -6 AT 1'-0'— EAS,T-P�E -5 AT NORTH 9 N 7 1 TOPPING •4 AT 2 X L j Q Z a If)6 C, LU Z U'� o "1 :5 1 1 n C , ,3- V) < 0- z << U-1 ry nix T- Lu 9 N SEAL 0 0 < 0 0 u CL. ISIA"El? FOR, N.. DATE 1601411ENT 01/01104 PR06RE� 5ET V 08102/04 25% CO SET E TnJ04 156kg E' F IOA2104 PROSRE% SET a If/05/04 REC40W PERMIT SET If 12A3/04 RECORD PEFZIlfT SE OtA4105 /.\WEEL PACKAGE J 02AV05 e ASI -4 051I610* ASI " L 04/05/05I/i\JlEVISEO PERMIT SET KEY PLAN PROJECT flp. DATE 6400 7-15-04 CVA•N BY CHECKED oy T)m HS SHEET No. S3.2 OF -i -- 4 1/2' CONCRETE SLAB ON N i/2° CONCRETE SLAB ON METAL _7 WITH EMBED PLATE BY PRECAST SUPPLIER AT 2'-0' Z� AT d CONCRETE -6LABr WI -5 AT 12"OC. EACH "AY ol 4 5 X 3 ' 0 ' AT 1 2 OZ, EPDXY DO$HEL &* DEEP INTO PRECAST CONCRETE WALL +4W-O. Top OF: SLAB PRECAST CONCRETE WALL SLIP SHEET W SLAB-ON-6R.ADE 1-41TH 6X6 K23 X K2J k4_KF, I.-,. TOPPING SL RE, ARCH B METAL DECK WITH NkLF. —.TE.F MEMBRANE AND PROTECTION BOARD RE. ARCH AND PROTECTION NJ 1/4' BENT --- V4' BENT STEEL r STEEL ec'&E SLAB ON GRADE EDGE ANGLE ASPHALT _Y jej << - WALL/FOOTING SLAB ED PLATE! PRECAST ASPHALTIC MAST C, PAPER BARRIER AT I GONGRETE AT.,-D. WAIL UER /Z N i/2° CONCRETE SLAB ON METAL _7 WITH EMBED PLATE BY PRECAST SUPPLIER AT 2'-0' Z� AT d CONCRETE -6LABr WI -5 AT 12"OC. EACH "AY ol 4 5 X 3 ' 0 ' AT 1 2 OZ, EPDXY DO$HEL &* DEEP INTO PRECAST CONCRETE WALL +4W-O. Top OF: SLAB PRECAST CONCRETE WALL SLIP SHEET W SLAB-ON-6R.ADE 1-41TH 6X6 K23 X K2J k4_KF, 1/2' - V-O' 5/b' X 6" X 6* EMBED PLATE . �ITH(4 ) 1/2 X 6 H.A.5., keLD 014 (2) U 5 X 4'-0' -q X 1_ AT 10* D.C• W-O' 1 , 1 . X ­ %S r � o. AT TO O.G. SLIP SHEET 5' 5LA5-ON-BRAVE H;TH &X& HZI X 1 H.W.F. -L 4X4 ' B ON GRADE a. ­1 AT 10"04- EACH EAY RE. ARCH AND PROTECTION NJ LU V4' BENT RAMP r STEEL ec'&E SLAB ON GRADE p py r) ASPHALT TOP OF jej << - WALL/FOOTING SLAB ED PLATE! O U ASPHALTIC MAST C, PAPER BARRIER AT I ATTACHM RE, AT.,-D. 5' SLAB ON— UER /Z MANUFACTURER ci N m U I 6ECTION In 1/2' - V-O' 5/b' X 6" X 6* EMBED PLATE . �ITH(4 ) 1/2 X 6 H.A.5., keLD 014 (2) U 5 X 4'-0' -q X 1_ AT 10* D.C• W-O' 1 , 1 . X ­ %S r � o. AT TO O.G. SLIP SHEET 5' 5LA5-ON-BRAVE H;TH &X& HZI X 1 H.W.F. __v_ -L 4X4 ' B ON GRADE Z RE. ARCH AND PROTECTION ,, AT LU V4' BENT RAMP r STEEL ec'&E SLAB ON GRADE p py r) ASPHALT ANOLE jej << - WALL/FOOTING lx>(X r C=U=2� ED PLATE! O U ASPHALTIC MAST C, PAPER BARRIER AT I ATTACHM RE, AT.,-D. 5' SLAB ON— UER /Z MANUFACTURER ci N ,S5"SLAB -ON-GRADE e4ZACIE WITH WITH 6X6 W2,IXW2.1 ,,A,r, I In --q AT 10" STEEL BEAM 05 AT 1'-4' LU EACH WAY 0 EACH KAY 0 NORTH -50UTH u NV T P! N.. RATE com"ow 7 -LEG BEARING SE) NE6TION O 06102104 25% -6 AT : . 'RECAST r F - AT SET .. ..... 11/05/04 RECOW Lx>(X I T 12A3104 PE00W PERMIT SET I OIA4165 /ASTEEL eEC,TION I J 02AII05 ON16/05 __v_ -L 4X4 ' B ON GRADE Z RE. ARCH AND PROTECTION ,, AT LU V4' BENT RAMP STEEL ec'&E SLAB ON GRADE p py r) ASPHALT ANOLE jej << MASTIC PAPER BARRIER lx>(X r C=U=2� ED PLATE! O U ASPHALTIC MAST C, PAPER BARRIER AT I 1 7ZE-CAST AT.,-D. 5' SLAB ON— UER /Z EAST -WEST ci N ,S5"SLAB -ON-GRADE e4ZACIE WITH WITH 6X6 W2,IXW2.1 ,,A,r, I In -O -6 AT V � STEEL BEAM 05 AT 1'-4' LU EACH WAY 0 RE, PLAN 0 NORTH -50UTH u T -L JDX4XI/2 C<:)WIN[jOV5 N.. RATE com"ow 7 -LEG BEARING SE) NE6TION O 06102104 25% -6 AT : RE, PRECASTER 'RECAST r F - AT SET UER 11/05/04 RECOW Lx>(X I T 12A3104 PE00W PERMIT SET I OIA4165 /ASTEEL PACKAGE J 02AII05 ON16/05 AN aT EMBED PLATE__ !> /o5/05 a REVISED PERMIT SET M BY PRECAST SUPP 46 AT 110" .6 AT PRECAST WALL RE, PLAN EAST-HEST ASPHALTIC MA5TIC PAPER BARRIER 9AWIN \—L 0 5 AT V-4' NORTH -SOUTH RE, PLAN AT PptojEcT Nn 6400 PLAN DRA N BY 6"EckEo BY Tim HS SHEET No. J.J OF 6X4Xf/2 C,ONTINVCX,S r . SL AB -ON -GRADE ' SE CT [ON 3 HITH 6x6 1/4' -­6 AT V-O' 3/4" - 1'-0* 4 1/2" CONCRETE SLAB ON METAL DECK "TH W.W.P. SECTION I WALL/FOOTINS— CONNECTION CONNECTION — RE. MANUFACTURER PRECAST kAALL— RE, MANJ ACTURER EXTERIOR STUD WALL WITH SHEATHING WATERPROOFING = AND PROTECTION BOARD EXTERIOR SLAB RE:ARC,H RAMP TOPPING SLAB AT 51MILAR FZE.CI%AL CONCRETE TOPPING WATERPROOFING AND PROTECTION BOARD RAtl[P TOPPING GLAD AT SIMILAR FZE;CI'/IL CONCRETE TOPPING PAD BY SUPPLIE ARJN9 SEAT PRECAST OT RE. MANUFACTURER BEARING PAD BY PRECAST SUPPLIER T-LEG 6EARIK6 SEAT RE, PRECASTER 3'-4' TOPPING SLAB WATERPROOF MEMBRANE Z RE. ARCH AND PROTECTION 80AFZD LU V4' BENT 0 STEEL ec'&E SLAB ON GRADE p py r) ASPHALT ANOLE jej << MASTIC PAPER BARRIER lx>(X r C=U=2� O U ASPHALTIC MAST C, PAPER BARRIER AT I 5' SLAB ON— /Z ci N ,S5"SLAB -ON-GRADE e4ZACIE WITH WITH 6X6 W2,IXW2.1 ,,A,r, HALLroorIN6 CONNECTION -O -6 AT V � STEEL BEAM Re. PRECAST MAtAJlFACTVp'ER LU EACH WAY 0 RE, PLAN 0 0 0 ASPHALT MASTIC PAPER BARRIER F :I - ... ON GRADE WITH SL P "� 'F* CONNECTION RE, PlZEl:,A5T MANUFACTURER T-LEG 5EARlKc5, RE, PRECA5Tcp- 3eAR)Nr5 SEAT :C ASTER Vo Z LU 0 V) V) D < SLAB ON GRADE p py r) Z l u : jej << ARE z O U AT I U.J ci N LU F_ 0 M 0 0 0 u T N.. RATE com"ow 07/01/04 M225 % 2tT O 06102104 25% CD SET E ovo(Lot !sac r F 101W04 PR06RESS SET 6 11/05/04 RECOW PERMIT SET I T 12A3104 PE00W PERMIT SET I OIA4165 /ASTEEL PACKAGE J 02AII05 ON16/05 AN aT EMBED PLATE__ !> /o5/05 a REVISED PERMIT SET M BY PRECAST SUPP 46 AT 110" .6 AT EAST-HEST \—L 0 5 AT V-4' NORTH -SOUTH RE, PLAN AT PptojEcT Nn 6400 PLAN DRA N BY 6"EckEo BY Tim HS SHEET No. J.J OF 6X4Xf/2 C,ONTINVCX,S &EC TION 2 -­6 AT V-O' 3/4" - 1'-0* SECTION I WALL/FOOTINS— CONNECTION T-LEG 5EARlKc5, RE, PRECA5Tcp- 3eAR)Nr5 SEAT :C ASTER Vo Z LU 0 V) V) D < p py r) Z l u : jej << ARE z O U U.J ci N LU F_ 0 M 0 0 0 u N.. RATE com"ow 07/01/04 M225 % 2tT O 06102104 25% CD SET E ovo(Lot !sac r F 101W04 PR06RESS SET 6 11/05/04 RECOW PERMIT SET 14 12A3104 PE00W PERMIT SET I OIA4165 /ASTEEL PACKAGE J 02AII05 ON16/05 AN aT L !> /o5/05 a REVISED PERMIT SET KEY PLAN PptojEcT Nn 6400 PATE 7-15-04 DRA N BY 6"EckEo BY Tim HS SHEET No. J.J OF 0 5 MINI" EXTERIOR CONC, TE_ SLAB RE. ARCH WA TERPROOF ING ' -T-TA I STEEL COLUMN. RE, PLAN -4 X 0'-0" AT -- CkX)SLE T p EE 'e. PLAN 2 -O I" NON-5HRJNK GROUT' DOUBLE TEE/BEAM- PRECAST INVERTED ---------- CONN ECTION BY 4 i/2" -6" COMPOSITE PRECAST SUPPLIER TOPPING WITH -6 AT 10' EACH WAY (2)--5 CONTINUOUS- -5 X EACH EMeEDED PLATE PRECAST VOUBLE-T— U- Li CkX)SLE T p EE 'e. PLAN C>OLIME TEE LEGS DOUBLE Tee EMBED PLATE BY PRECAST SUPPLIER PRECAST DOUBLE TEE RE, PLAN PRECAST INVERTED ---------- BEARING PAD 1 PRrCA5TER AT DOUBLE TEE LIS615 PRECAST BEAM TEE BEAM RE: PLAN PRECAST 11 p 'Tea FMI PLAN COW-RETe TOPPING TEE BEAM RE, PLAN SECTION 22 SECTION 1 SECTION 21 a/4' 4 . �r-o, 3r4 1 111E STEEL COLL11. FLOORING W .W.F. RE, PLAN •5 AT 2'-0' X BASE PLATE -2' MINIMUM CONCRETE TOPPING WITH 6X6 -4 X 6'-0' AT INTERIOR METAL W.W.P. __ CMU WALL _ W SUD ALL DOUBLE TEE/ BEAM 1/2'. X 4* EXPANSION PRECAST DOUBLE —PP -Tee r-ONKeCTI N BY 0 A, - CAST IN PLA ANC HOR AT 4'-0' HL", F. PRECA5T SUPPLIER CIOWIRETE TOPPING kf!: PLAN N FC)RC RE, PLAN RED PLAN -Hlq.F. RE, PLAN cx>(X,->(X-IL- ____ -_ r .EMB AT TOP (2)--5 CONTINUOUS- RE, PLAIN 71— 1 -5 X 10' AT 4'-0' PRB�,,AST COLUMN Z RE, PLAN L WELD To EMBED BY P CA5TER PLATE WALL SLAB CONNECTION BY PRECASTIER A' (2)--5 CONTINUOUS ­4 X 4' AT V-O' X GRADE 60 CONNECTION OF DOUBLE BASE PLATE TEE TO WALL (BEYOND) \ —BEARING PAD By PRECAST WALL BY PRECAST StLIPPLIJER (TYPICAL) PRECASTER AT PREC WITH CONNECTION TO DTS BY PRECAST SECTION 11 5/4' = V-0 PRECAST RE PRECAST Y MANUFA,GTVRER BEARING PLATE C>OLIME TEE LEGS DOUBLE Tee EXTERt GRADE "4 X 4'-0* AT T-LEG BE AR INS SEAT RE PAECASTER RE, PLAN EMBED PLATE AT PRECAST 11 p 'Tea COW-RETe TOPPING TEE BEAM RE, PLAN SECTION 22 SECTION 1 ffl_4--fCU— 4 . �r-o, 111E STEEL COLL11. FLOORING W .W.F. RE, PLAN 1 . . -0 THREADED RODS RE, 561 _ "'T" W_ EMBED PLATE EASE PLATE - Re, 5CHEOLLE WATERPROO VNON-SHRI PROTECTIOM AND GROUT BO ARD RE, ARCH 2' MINIMUM CON CRETE DOUBL �IIRME TOPPIN�� WITH W"p. 6 Teeia Lid SECTION - 1 COLUMN COLUMN PLAN Sr IN PLIkoe W-RETE TOPPING PLAN tF. RE, PLAN tE- PLAN TEE SEAM RE. PLAN SECT ION 2 3/4* . V-0 — I-- I. - I. EMBED IN BEAM 2" MAXIMUM I-AST-114- EXTERIOR INTER OP. METAL CICINCRETE p 0 RETE STUD =LL PLA,_'E CONC TOPPIN6 RE: PLAN REt CIVIL PLATE BEARING PAID BY V2' 'ON WITH 6X6 "2.IXHA2.1 FIE, PLAN PRIffe-ASTER AT ANCHOR W.W.F. WATERPROOFING 15T CONCRETE VT A PROTECTION RE, PLAN DOUBLE Tee ANCHOR X R 4 AT E= -7 LEGS RE, PLAIN BOARD RE, ARCH 7_0 (21 -k5 F- ON7UJU ­4 1 1 -- PREr AST CONC 'PETE (xxx- LB BEAM xx-�L PRECAST INVERTED MINIMUM ,f 4 Clow-RETE TEE BEAM RE, PLAN ^_-"`V -V-- - TO 10,9 WITH -6 &E(, a C 4 AT 10' EACH WAY 3/4' z 1 EMBED PLATE Re. PRECAST SECTION 13 MANUFACTURER 5 MINIMUM 3J4" = 1'-0* CONCRETE TOPPING WITH ION 6X6 K2,1 X K2.1 V RE, PLAN —AS INSU MIRED IIJ PAVERS RIGID -- AST E-T WATER SLAB DOWEL RE, PLAN AND 4 1 R 12 - - e>' MAXIMUM B'V' PRECAST BOARD CONCRETIE TOPPIN -4. MANVFAI�TVRER RE, PLAN WITH 0 6 AT 10" C15 By EACH KAY T 9UPPL POUR D17JBLE TEE / WALL PRECAST DOUBLE COHN PRECAST WALL 0OWEOTION BY' TEE WITH 21/2"MINIMUM RE, PRECAST TOPPIN& PRECA5TCR MANUFACTURER SECTION 23 COMPOSITE STRUCTURAL TOPPIN,S SECTION 24 6 4 - �V-O _ 06: SECTION 1,5 k3k OR -5 9E ff�fl. A. 3- - /4* V-0 z ­77 T ,7�7 _, g / —CA5T IN PLACE COW-PETE TOPPING Re, 'LAN "ktF. RE. PLAN SLOPE PR CAST DOUBLE -T FZEFMAMFAr,TVRrzR WITH 2" MIN. CONCRETE TOPPING PRECAST HALL R& MANUFACTURER 5/41 X e X W EMIEVED PLATE AT 2'-6' SECTION le N4 . I-0 STEEL COLUMN, RE: PLAN CONCRETE T OP PING V NO e AND REJ _eMENT ..T RE. PLAN EMBED PLATE PRECAST DOUBLE TEE RE, PLAN BY PRECAST SUPPLIER " �IPRECAIST BEAM RE, PLAN SECT ION 20 RING PAD BY Pp PRE ST DO BEAM RE, PLAN BEARING PA BY Lo (WeR Tee 'TEE R , PIA BLE PRECAST —PRECAST L-SHAPED D B EAM RE, PLAN MA-9TICHORD PREGA5TE BEARINC, PAC BY PRECAST PRECASTER DOUBLE TE E RE, PLAN PRECAST COLUMN 5E CTION 4 &ECTION 14 RE, PLAN RV. PLAN 1'-0• 5/4' W.W.F. RE, PLAN —3- MINIMUM CONCRETE UM '101 RE, PLAN 4r, 1-H WAY SECTION 9 CONCRETe RE, PLAN Toppit'le HIT" M, PLAN 6X6 K2.1 X W23 17 DoveL CONNECTION BY -- PR5r,A5T SUPPLIER AT 6 SECTION C-> 3/4' • 1 •4 X 6' -O" AT CAST IN PLACE CONCRETE TOPPING Re, Pt-AN CONNECTION BY PREC SUPPLIER WKF. RE, PLAIN R By RE, PLAN f C,OLtAqN PRECAST DOUBLE Tel! RE, PLAN BEARING PAD BY- PRECASTER SECTION $/4'.1 ,ST L-SHAPED RE, PLAN Z Z a L e v Z z " � . M E t o �CLI I D AU0 Z < < z LJ 2R§ Ck - Ms E LLJ N d o h gi R I SEAL U.1 I III— 0 MIT r 0 - 0 < 2 0 NO CL > issmcl FOR, NO. DATE COMIt-NI 01101104 PROGRESS SET 0910204 25% W SET E 04/01/04 ISSUE 'E' p 10112/04 PRO SET 11/05/04 FTCOW PERMIT SET H 12A3/04 RECORD PERMIT SET OV14105 2 STEEL PAC KAGE i 02AVOS /,\ A51-4 - x /0 �0 L 04105 > PV�11 SET KEY PI_^I`l PROIJEIlr No. DATE 6400 7-15-04 - ­ L 7UI-N BY CHECKED BY Tim HS SHEET No. S41 BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" —PRECAST DT BY PRECAST "4 X 4'-0* AT SUPPLIER CAST IN PLAC COW-RETe TOPPING 0 CONNECTION ay RE, PLAN 111E STEEL COLL11. PRECAST SUPPLIER W .W.F. RE, PLAN BASE PLATE ;r SCHEDULE RE, PLAN "ow-Re Te TOPPING AND REINFOR N FC)RC RE, PLAN .EMB AT TOP PRB�,,AST COLUMN RE, PLAN L BY P CA5TER WITH MACHINE BOLTS To MATCH COLUMN (2)--5 CONTINUOUS BASE PLATE RE, SCHEDULE oA5T OT PRECAST 501PI'LIER BEAm Re: PLAN DOUBLE TEE RE, PLAN BEARING PAD BY PReCA5TLR AT DOUBLE TEE LEISS --TI— SECTION I X 2' D' 11 PRECASTER 3/4'-V-0' WELD -D ED To E MBED BEARING PAD BY PLATES EACH SIDE OF PRECAST PRECASTER 04 X &'-0' AT COLUMN PRECAST 2 IN PLACE INVERTED TEE DOU BLE TE E/SEAM / --'-A5T <,ONCRETE TOPP BEAM RE, PLAN b' A RE- PLAN 1 . . -0 THREADED RODS RE, 561 _ "'T" W_ EMBED PLATE EASE PLATE - Re, 5CHEOLLE WATERPROO VNON-SHRI PROTECTIOM AND GROUT BO ARD RE, ARCH 2' MINIMUM CON CRETE DOUBL �IIRME TOPPIN�� WITH W"p. 6 Teeia Lid SECTION - 1 COLUMN COLUMN PLAN Sr IN PLIkoe W-RETE TOPPING PLAN tF. RE, PLAN tE- PLAN TEE SEAM RE. PLAN SECT ION 2 3/4* . V-0 — I-- I. - I. EMBED IN BEAM 2" MAXIMUM I-AST-114- EXTERIOR INTER OP. METAL CICINCRETE p 0 RETE STUD =LL PLA,_'E CONC TOPPIN6 RE: PLAN REt CIVIL PLATE BEARING PAID BY V2' 'ON WITH 6X6 "2.IXHA2.1 FIE, PLAN PRIffe-ASTER AT ANCHOR W.W.F. WATERPROOFING 15T CONCRETE VT A PROTECTION RE, PLAN DOUBLE Tee ANCHOR X R 4 AT E= -7 LEGS RE, PLAIN BOARD RE, ARCH 7_0 (21 -k5 F- ON7UJU ­4 1 1 -- PREr AST CONC 'PETE (xxx- LB BEAM xx-�L PRECAST INVERTED MINIMUM ,f 4 Clow-RETE TEE BEAM RE, PLAN ^_-"`V -V-- - TO 10,9 WITH -6 &E(, a C 4 AT 10' EACH WAY 3/4' z 1 EMBED PLATE Re. PRECAST SECTION 13 MANUFACTURER 5 MINIMUM 3J4" = 1'-0* CONCRETE TOPPING WITH ION 6X6 K2,1 X K2.1 V RE, PLAN —AS INSU MIRED IIJ PAVERS RIGID -- AST E-T WATER SLAB DOWEL RE, PLAN AND 4 1 R 12 - - e>' MAXIMUM B'V' PRECAST BOARD CONCRETIE TOPPIN -4. MANVFAI�TVRER RE, PLAN WITH 0 6 AT 10" C15 By EACH KAY T 9UPPL POUR D17JBLE TEE / WALL PRECAST DOUBLE COHN PRECAST WALL 0OWEOTION BY' TEE WITH 21/2"MINIMUM RE, PRECAST TOPPIN& PRECA5TCR MANUFACTURER SECTION 23 COMPOSITE STRUCTURAL TOPPIN,S SECTION 24 6 4 - �V-O _ 06: SECTION 1,5 k3k OR -5 9E ff�fl. A. 3- - /4* V-0 z ­77 T ,7�7 _, g / —CA5T IN PLACE COW-PETE TOPPING Re, 'LAN "ktF. RE. PLAN SLOPE PR CAST DOUBLE -T FZEFMAMFAr,TVRrzR WITH 2" MIN. CONCRETE TOPPING PRECAST HALL R& MANUFACTURER 5/41 X e X W EMIEVED PLATE AT 2'-6' SECTION le N4 . I-0 STEEL COLUMN, RE: PLAN CONCRETE T OP PING V NO e AND REJ _eMENT ..T RE. PLAN EMBED PLATE PRECAST DOUBLE TEE RE, PLAN BY PRECAST SUPPLIER " �IPRECAIST BEAM RE, PLAN SECT ION 20 RING PAD BY Pp PRE ST DO BEAM RE, PLAN BEARING PA BY Lo (WeR Tee 'TEE R , PIA BLE PRECAST —PRECAST L-SHAPED D B EAM RE, PLAN MA-9TICHORD PREGA5TE BEARINC, PAC BY PRECAST PRECASTER DOUBLE TE E RE, PLAN PRECAST COLUMN 5E CTION 4 &ECTION 14 RE, PLAN RV. PLAN 1'-0• 5/4' W.W.F. RE, PLAN —3- MINIMUM CONCRETE UM '101 RE, PLAN 4r, 1-H WAY SECTION 9 CONCRETe RE, PLAN Toppit'le HIT" M, PLAN 6X6 K2.1 X W23 17 DoveL CONNECTION BY -- PR5r,A5T SUPPLIER AT 6 SECTION C-> 3/4' • 1 •4 X 6' -O" AT CAST IN PLACE CONCRETE TOPPING Re, Pt-AN CONNECTION BY PREC SUPPLIER WKF. RE, PLAIN R By RE, PLAN f C,OLtAqN PRECAST DOUBLE Tel! RE, PLAN BEARING PAD BY- PRECASTER SECTION $/4'.1 ,ST L-SHAPED RE, PLAN Z Z a L e v Z z " � . M E t o �CLI I D AU0 Z < < z LJ 2R§ Ck - Ms E LLJ N d o h gi R I SEAL U.1 I III— 0 MIT r 0 - 0 < 2 0 NO CL > issmcl FOR, NO. DATE COMIt-NI 01101104 PROGRESS SET 0910204 25% W SET E 04/01/04 ISSUE 'E' p 10112/04 PRO SET 11/05/04 FTCOW PERMIT SET H 12A3/04 RECORD PERMIT SET OV14105 2 STEEL PAC KAGE i 02AVOS /,\ A51-4 - x /0 �0 L 04105 > PV�11 SET KEY PI_^I`l PROIJEIlr No. DATE 6400 7-15-04 - ­ L 7UI-N BY CHECKED BY Tim HS SHEET No. S41 BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" —PRECAST DT BY PRECAST SUPPLIER SECTION 12 W 1 -0 THREADED RODS RE, 561 _ "'T" W_ EMBED PLATE EASE PLATE - Re, 5CHEOLLE WATERPROO VNON-SHRI PROTECTIOM AND GROUT BO ARD RE, ARCH 2' MINIMUM CON CRETE DOUBL �IIRME TOPPIN�� WITH W"p. 6 Teeia Lid SECTION - 1 COLUMN COLUMN PLAN Sr IN PLIkoe W-RETE TOPPING PLAN tF. RE, PLAN tE- PLAN TEE SEAM RE. PLAN SECT ION 2 3/4* . V-0 — I-- I. - I. EMBED IN BEAM 2" MAXIMUM I-AST-114- EXTERIOR INTER OP. METAL CICINCRETE p 0 RETE STUD =LL PLA,_'E CONC TOPPIN6 RE: PLAN REt CIVIL PLATE BEARING PAID BY V2' 'ON WITH 6X6 "2.IXHA2.1 FIE, PLAN PRIffe-ASTER AT ANCHOR W.W.F. WATERPROOFING 15T CONCRETE VT A PROTECTION RE, PLAN DOUBLE Tee ANCHOR X R 4 AT E= -7 LEGS RE, PLAIN BOARD RE, ARCH 7_0 (21 -k5 F- ON7UJU ­4 1 1 -- PREr AST CONC 'PETE (xxx- LB BEAM xx-�L PRECAST INVERTED MINIMUM ,f 4 Clow-RETE TEE BEAM RE, PLAN ^_-"`V -V-- - TO 10,9 WITH -6 &E(, a C 4 AT 10' EACH WAY 3/4' z 1 EMBED PLATE Re. PRECAST SECTION 13 MANUFACTURER 5 MINIMUM 3J4" = 1'-0* CONCRETE TOPPING WITH ION 6X6 K2,1 X K2.1 V RE, PLAN —AS INSU MIRED IIJ PAVERS RIGID -- AST E-T WATER SLAB DOWEL RE, PLAN AND 4 1 R 12 - - e>' MAXIMUM B'V' PRECAST BOARD CONCRETIE TOPPIN -4. MANVFAI�TVRER RE, PLAN WITH 0 6 AT 10" C15 By EACH KAY T 9UPPL POUR D17JBLE TEE / WALL PRECAST DOUBLE COHN PRECAST WALL 0OWEOTION BY' TEE WITH 21/2"MINIMUM RE, PRECAST TOPPIN& PRECA5TCR MANUFACTURER SECTION 23 COMPOSITE STRUCTURAL TOPPIN,S SECTION 24 6 4 - �V-O _ 06: SECTION 1,5 k3k OR -5 9E ff�fl. A. 3- - /4* V-0 z ­77 T ,7�7 _, g / —CA5T IN PLACE COW-PETE TOPPING Re, 'LAN "ktF. RE. PLAN SLOPE PR CAST DOUBLE -T FZEFMAMFAr,TVRrzR WITH 2" MIN. CONCRETE TOPPING PRECAST HALL R& MANUFACTURER 5/41 X e X W EMIEVED PLATE AT 2'-6' SECTION le N4 . I-0 STEEL COLUMN, RE: PLAN CONCRETE T OP PING V NO e AND REJ _eMENT ..T RE. PLAN EMBED PLATE PRECAST DOUBLE TEE RE, PLAN BY PRECAST SUPPLIER " �IPRECAIST BEAM RE, PLAN SECT ION 20 RING PAD BY Pp PRE ST DO BEAM RE, PLAN BEARING PA BY Lo (WeR Tee 'TEE R , PIA BLE PRECAST —PRECAST L-SHAPED D B EAM RE, PLAN MA-9TICHORD PREGA5TE BEARINC, PAC BY PRECAST PRECASTER DOUBLE TE E RE, PLAN PRECAST COLUMN 5E CTION 4 &ECTION 14 RE, PLAN RV. PLAN 1'-0• 5/4' W.W.F. RE, PLAN —3- MINIMUM CONCRETE UM '101 RE, PLAN 4r, 1-H WAY SECTION 9 CONCRETe RE, PLAN Toppit'le HIT" M, PLAN 6X6 K2.1 X W23 17 DoveL CONNECTION BY -- PR5r,A5T SUPPLIER AT 6 SECTION C-> 3/4' • 1 •4 X 6' -O" AT CAST IN PLACE CONCRETE TOPPING Re, Pt-AN CONNECTION BY PREC SUPPLIER WKF. RE, PLAIN R By RE, PLAN f C,OLtAqN PRECAST DOUBLE Tel! RE, PLAN BEARING PAD BY- PRECASTER SECTION $/4'.1 ,ST L-SHAPED RE, PLAN Z Z a L e v Z z " � . M E t o �CLI I D AU0 Z < < z LJ 2R§ Ck - Ms E LLJ N d o h gi R I SEAL U.1 I III— 0 MIT r 0 - 0 < 2 0 NO CL > issmcl FOR, NO. DATE COMIt-NI 01101104 PROGRESS SET 0910204 25% W SET E 04/01/04 ISSUE 'E' p 10112/04 PRO SET 11/05/04 FTCOW PERMIT SET H 12A3/04 RECORD PERMIT SET OV14105 2 STEEL PAC KAGE i 02AVOS /,\ A51-4 - x /0 �0 L 04105 > PV�11 SET KEY PI_^I`l PROIJEIlr No. DATE 6400 7-15-04 - ­ L 7UI-N BY CHECKED BY Tim HS SHEET No. S41 BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" Lid SECTION - 1 COLUMN COLUMN PLAN Sr IN PLIkoe W-RETE TOPPING PLAN tF. RE, PLAN tE- PLAN TEE SEAM RE. PLAN SECT ION 2 3/4* . V-0 — I-- I. - I. EMBED IN BEAM 2" MAXIMUM I-AST-114- EXTERIOR INTER OP. METAL CICINCRETE p 0 RETE STUD =LL PLA,_'E CONC TOPPIN6 RE: PLAN REt CIVIL PLATE BEARING PAID BY V2' 'ON WITH 6X6 "2.IXHA2.1 FIE, PLAN PRIffe-ASTER AT ANCHOR W.W.F. WATERPROOFING 15T CONCRETE VT A PROTECTION RE, PLAN DOUBLE Tee ANCHOR X R 4 AT E= -7 LEGS RE, PLAIN BOARD RE, ARCH 7_0 (21 -k5 F- ON7UJU ­4 1 1 -- PREr AST CONC 'PETE (xxx- LB BEAM xx-�L PRECAST INVERTED MINIMUM ,f 4 Clow-RETE TEE BEAM RE, PLAN ^_-"`V -V-- - TO 10,9 WITH -6 &E(, a C 4 AT 10' EACH WAY 3/4' z 1 EMBED PLATE Re. PRECAST SECTION 13 MANUFACTURER 5 MINIMUM 3J4" = 1'-0* CONCRETE TOPPING WITH ION 6X6 K2,1 X K2.1 V RE, PLAN —AS INSU MIRED IIJ PAVERS RIGID -- AST E-T WATER SLAB DOWEL RE, PLAN AND 4 1 R 12 - - e>' MAXIMUM B'V' PRECAST BOARD CONCRETIE TOPPIN -4. MANVFAI�TVRER RE, PLAN WITH 0 6 AT 10" C15 By EACH KAY T 9UPPL POUR D17JBLE TEE / WALL PRECAST DOUBLE COHN PRECAST WALL 0OWEOTION BY' TEE WITH 21/2"MINIMUM RE, PRECAST TOPPIN& PRECA5TCR MANUFACTURER SECTION 23 COMPOSITE STRUCTURAL TOPPIN,S SECTION 24 6 4 - �V-O _ 06: SECTION 1,5 k3k OR -5 9E ff�fl. A. 3- - /4* V-0 z ­77 T ,7�7 _, g / —CA5T IN PLACE COW-PETE TOPPING Re, 'LAN "ktF. RE. PLAN SLOPE PR CAST DOUBLE -T FZEFMAMFAr,TVRrzR WITH 2" MIN. CONCRETE TOPPING PRECAST HALL R& MANUFACTURER 5/41 X e X W EMIEVED PLATE AT 2'-6' SECTION le N4 . I-0 STEEL COLUMN, RE: PLAN CONCRETE T OP PING V NO e AND REJ _eMENT ..T RE. PLAN EMBED PLATE PRECAST DOUBLE TEE RE, PLAN BY PRECAST SUPPLIER " �IPRECAIST BEAM RE, PLAN SECT ION 20 RING PAD BY Pp PRE ST DO BEAM RE, PLAN BEARING PA BY Lo (WeR Tee 'TEE R , PIA BLE PRECAST —PRECAST L-SHAPED D B EAM RE, PLAN MA-9TICHORD PREGA5TE BEARINC, PAC BY PRECAST PRECASTER DOUBLE TE E RE, PLAN PRECAST COLUMN 5E CTION 4 &ECTION 14 RE, PLAN RV. PLAN 1'-0• 5/4' W.W.F. RE, PLAN —3- MINIMUM CONCRETE UM '101 RE, PLAN 4r, 1-H WAY SECTION 9 CONCRETe RE, PLAN Toppit'le HIT" M, PLAN 6X6 K2.1 X W23 17 DoveL CONNECTION BY -- PR5r,A5T SUPPLIER AT 6 SECTION C-> 3/4' • 1 •4 X 6' -O" AT CAST IN PLACE CONCRETE TOPPING Re, Pt-AN CONNECTION BY PREC SUPPLIER WKF. RE, PLAIN R By RE, PLAN f C,OLtAqN PRECAST DOUBLE Tel! RE, PLAN BEARING PAD BY- PRECASTER SECTION $/4'.1 ,ST L-SHAPED RE, PLAN Z Z a L e v Z z " � . M E t o �CLI I D AU0 Z < < z LJ 2R§ Ck - Ms E LLJ N d o h gi R I SEAL U.1 I III— 0 MIT r 0 - 0 < 2 0 NO CL > issmcl FOR, NO. DATE COMIt-NI 01101104 PROGRESS SET 0910204 25% W SET E 04/01/04 ISSUE 'E' p 10112/04 PRO SET 11/05/04 FTCOW PERMIT SET H 12A3/04 RECORD PERMIT SET OV14105 2 STEEL PAC KAGE i 02AVOS /,\ A51-4 - x /0 �0 L 04105 > PV�11 SET KEY PI_^I`l PROIJEIlr No. DATE 6400 7-15-04 - ­ L 7UI-N BY CHECKED BY Tim HS SHEET No. S41 BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" ,ST L-SHAPED RE, PLAN Z Z a L e v Z z " � . M E t o �CLI I D AU0 Z < < z LJ 2R§ Ck - Ms E LLJ N d o h gi R I SEAL U.1 I III— 0 MIT r 0 - 0 < 2 0 NO CL > issmcl FOR, NO. DATE COMIt-NI 01101104 PROGRESS SET 0910204 25% W SET E 04/01/04 ISSUE 'E' p 10112/04 PRO SET 11/05/04 FTCOW PERMIT SET H 12A3/04 RECORD PERMIT SET OV14105 2 STEEL PAC KAGE i 02AVOS /,\ A51-4 - x /0 �0 L 04105 > PV�11 SET KEY PI_^I`l PROIJEIlr No. DATE 6400 7-15-04 - ­ L 7UI-N BY CHECKED BY Tim HS SHEET No. S41 BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" BEARING PAD BY PRECA5TER SECT ION le 5/4' - V-O' SECTION 3 5/4'.1 SECTION 10 ;3/4" - V:5" IqATERPRO OFINS—/ --STEEL 13FAM WITH PL-AN MEMBR RE. A 111:1 H A S. L 4X4>01& DECK �—/ 'SUPPORT AY454-E WITH 3/9" STIFFENER AT 2'-0' SECTION 10 5/4' < 1'-0' 45 AT 1'-4' VEI AND HOR17001 -5 AT 1'-0" EA 05 AT 1'-0' X (I 4 5 AT 1'-4' X L4X4X51e' COt LeV6eR WITH EMBEDMENT HI HIT-ICE ADRE: ANCHOR KATERPROOF MEMBRANE A. r�7� STEEL Bff,-M Re, PLAN WA CONCRETE SLAB RE� A A RC H W Ct� -ALL FULLY GROUTED WITH (2)- 45 1/4' BENT STEEL EDGE WITH 6X6 H2. X K2.q ANGLE GARA< SECTION AT LOADIN6r C?!2C 4'- 5' CONCRETE FlN*H - AND SNOW-ELT SLAB "TH 6X6 142.1 X W2.1 4- CON CRETE SLAB RE, SECTION 2M5.1 WYi P. RE, ARCH SLOPE IqATERPRO OFINS—/ --STEEL 13FAM WITH PL-AN MEMBR RE. A 111:1 H A S. L 4X4>01& DECK �—/ 'SUPPORT AY454-E WITH 3/9" STIFFENER AT 2'-0' SECTION 10 5/4' < 1'-0' 45 AT 1'-4' VEI AND HOR17001 -5 AT 1'-0" EA 05 AT 1'-0' X (I 4 5 AT 1'-4' X L4X4X51e' COt LeV6eR WITH EMBEDMENT HI HIT-ICE ADRE: ANCHOR KATERPROOF MEMBRANE A. r�7� STEEL Bff,-M Re, PLAN e CONCRETE SLAB WITH HA- AND W Ct� -ALL FULLY GROUTED WITH (2)- 45 114* BENT PLATE WITH 6X6 H2. X K2.q STEEL BEAM RE. PLAN WITH HA.S. GARA< SECTION AT LOADIN6r C?!2C METAL STUD HALL AND SNOW-ELT . 6 4- CON CRETE SLAB RE, SECTION 2M5.1 SECTION I RE, ARCH WATERPROOFING AN 6 M TAL STUD WALL H55 4X4X31b TYP, (g)- PLACES 1 SLOPED RIGID PROTECTION BOARD "='rP 5HEATNINC� EAC SIDE AND TRACK '7 - S TEEL BEAM R 15 RE, , PLAN PLAN INSULATION 100 P51) F R1610 IW5LILATION � RAMSET AT 1'-0' 1 rv ,o (ri. 100 PSI) 1/2 CONCRETE SLAB ON 2' METAL DECK 14 �E /-4 SLAB LU EXTERIOR METAL 5TLO WATERPROOF MEMBRANE DECK L4X4X3 /b ____/ $Er-Tl!2N AT r2TQNr= SUPPOR IqATERPRO OFINS—/ --STEEL 13FAM WITH PL-AN MEMBR RE. A 111:1 H A S. L 4X4>01& DECK �—/ 'SUPPORT AY454-E WITH 3/9" STIFFENER AT 2'-0' SECTION 10 5/4' < 1'-0' 45 AT 1'-4' VEI AND HOR17001 -5 AT 1'-0" EA 05 AT 1'-0' X (I 4 5 AT 1'-4' X L4X4X51e' COt LeV6eR WITH EMBEDMENT HI HIT-ICE ADRE: ANCHOR KATERPROOF MEMBRANE A. r�7� STEEL Bff,-M Re, PLAN e 1 ---1/4" ENV) PLATE 'lk T5 OOLLIMN R., SECTION .2 RE, PLAN WITH HA- AND W Ct� -ALL FULLY GROUTED WITH (2)- 45 114* BENT PLATE L4X4X5/b" CONTINLIOU5 DECK SUPPORT ANGLE STEEL BEAM RE. PLAN WITH HA.S. —4" CONCRETE SCAS WITH 6X6 K2.qXV42.q W.W.F. AND e"OkIMELT RE, ARCH. O — b ' CONCRETE SLAB ON 3" METAL DECK WITH 4 6 AT W EACH WAY SECTION e 1 ---1/4" ENV) PLATE 'lk T5 OOLLIMN R., SECTION .2 RE, PLAN 114 W Ct� -ALL FULLY GROUTED WITH (2)- 45 114* BENT PLATE IN 5ONC BEAM AT TOP AND 4 5 AT 1 ' r=q&e ANGLE CONTINUOL15 GARA< SECTION AT LOADIN6r C?!2C METAL STUD HALL RE. GENERAL NOTES . 6 4- CON CRETE SLAB RE, SECTION 2M5.1 SECTION I WITH GYPSUM SHEATHING WELDING H55 4X4X31b TYP, (g)- PLACES Z X 5 1/2" HAS. < P a '7 - S TEEL BEAM R 15 RE, , PLAN PLAN z W4' 1'-O' LU rv ,o F R E, SECTION 2/55.1 LU EXTERIOR METAL 5TLO WATERPROOF MEMBRANE L4X4X3 /b ____/ $Er-Tl!2N AT r2TQNr= SUPPOR 1/4* SENT STEEL WALL AND PROTECTION BOARD SEAL EDGE ANGLE METAL TRACK WITH LU 0 4' CONCRETE 1/4. X 3" EPDXY- LelX&X51e,-- S LAB W ITH 6 X6 ANCHOR'S AT 4'-0' EDGE ANGLE W . DATE ao° e"m N2A -q k`LN AND 15 �214MELT 4 1/2 CONCRETE SLAB SET P, 06102104 25% CO SET I;" ARCH. ON 2' METAL DECK WITH WITH kkKF, CONCRETE 4 1/2' METAL ON 2* HE; F (0/1210-4 PROSRE9 SET T WA TERPROOF AND El PRO TE C T ION STEEL BEAM E, PLAN DECK HIT" . I-�P PO"T SET 1 0 4/05 /A5TUL PA6KA6e BO o2mi*5 7.� ' N TH H. AND .A.S SLOPED RIGID L4X4X3/& CONTIR)OU5 SET INSULATION DECK SLA-PORT ANGLE LSTEEL BEAM E= PLC KEY PLAN PROJECT "o. DATE 6400 7-15-04 DRAIN Br CIE6KED 5r H56 2X211 HS S+IEET No. S5.1 �4 a 12' O STUB COLVI-IN 15 c -OtLTE SLAB ON--J 5" METAL DC--K -IT STEEL BEAM AT 6" EACH KAY Re, PLAN ; SECTION 2 SECTION ro 3/4' 1*-0" A� WATERPROOF MEMBRANE —LT— AND PROTECTION BOARD RE, ARCH METAL STUD WALLS WITH GYPSUM SHEATHING — U5Xbx5/10' E D G E ANGLE 1/4' BENT PLATE _WATERPROOF HEMEIRAN AND PROTECTION BOAR 7E 4 C ONCRET E SLAB CONTINU10Q. 112 CONCRETE SLAB RE, SECTION:2/S5.1 4 112" CONCRETE ON-METAL DECK WITH b ' CONCRETE SLAB SLAB-ON - METAL C. SECTION 21 WITH W.W [ RIGID INS.ILATfON 4 1/2" SLAB WT 'E7 I META 'Z\ DECK WITH 1/1. -AL STIFF ER EA CH SIDE AT 2 O STEEL BEAM 0 RE, PLAN M STEEL BEAM-1 RE, PLAN WITH NA.S. STEE BE, RE. PLAN NIT H WIT L 4X4>11/4 CONTI— 5" r=A<,H sic>F>— 114' 1/4" VERTICAL WEB 1/4' STEEL EDGE STIFFENER EACH 51CM AtWLrz L4X4X- DECK SECTION 3 9JPPORT ANGLE _1 1/4' SECTION 3/4' - I'-0' 23 CARRIAGE STONE 45115XI/4 AT COLUMN t7o 1/4' BENT PLATE PILATE / U. 0ONTINLOUS SECTION a 3/4' - 1'-0* RE, ARCH EPDXY --"' DOWEL . , X 2' -0 5 DEEP INTO SAND 41/2' CONCRETE SLAB ON 2' METAL DECK STONE CAP AND BE FEASE ANc5LE ! f R1,51c NOTES CONTINLIOV. I ATION JEGKIING G 2' H.AS STEEL BEAM RE, PLAN AN J,, e, PLATE TS COLVMR FRE, SECTION 3/553 E. PLAN FOR STIFFENER 5 SECTION 4 3/4" - 1- — STONE VENEER USX5XI14 AT COLVt-IN 1 ---1/4" ENV) PLATE 'lk T5 OOLLIMN R., SECTION .2 RE, PLAN "0 .-111. W Ct� -ALL FULLY GROUTED WITH (2)- 45 114* BENT PLATE IN 5ONC BEAM AT TOP AND 4 5 AT 1 ' r=q&e ANGLE CONTINUOL15 VERTICAL x- RE. GENERAL NOTES . 6 U!i FOR METAL. DECKING 0 "L WELDING H55 4X4X31b TYP, (g)- PLACES Z X 5 1/2" HAS. < P a '7 - S TEEL BEAM R 15 RE, , PLAN PLAN AT '-0" MINIMLIM SPACING Re, PLAN U�Q 0 9 * ' E. PLAN 1 ---1/4" ENV) PLATE 'lk T5 OOLLIMN R., SECTION .2 RE, PLAN ST— --Ef STOW V FM ARCH. 4114-, H55 4X4X5/& 7t L4X4>0/4� o . 6 U�Q 0 9 * ' E. PLAN 1 ---1/4" ENV) PLATE 'lk T5 OOLLIMN R., SECTION .2 RE, PLAN FOR STIFFENER SCHEDULE STEE BEAM "E' 'AN U!i &ECTION 9 0 "L H55 4X4X31b TYP, (g)- PLACES Z 5/4' = 1'-0' < P a z LU rv ,o LU SECTION A-A L4X4X3 /b ____/ $Er-Tl!2N AT r2TQNr= SUPPOR SECTION -4,4 SEAL U�Q 0 Z ce < z U!i 0 "L 0 Z v� < P a z LU rv ,o LU SEAL LU 0 0 0 156mc) TOR, W . DATE ao° e"m al/011041 PR06REIS SET P, 06102104 25% CO SET E 04/01/04 156MV F (0/1210-4 PROSRE9 SET a IV05104 W PERMIT 5ET 14 12/13/04 RECORD PO"T SET 1 0 4/05 /A5TUL PA6KA6e i o2mi*5 7.� As, - -4 SET KEY PLAN PROJECT "o. DATE 6400 7-15-04 DRAIN Br CIE6KED 5r - 9m HS S+IEET No. S5.1 OF aII6X A EACH SIDE -5TEEL BEAM STEEL BEAM- 1/4' BEN STEEL WALL SIMILAR -STEEL BEAM RE. PLAN Re PLAN FE EEDGE ANGLE DECK SPANS PERPENDICULAR PERPENDICULAR WITH (4)_ B/4"O EXTER 5/4" CAP PLATE 0 10 R STU TO BEAM. T D, eECTION I RE' 'AN BCIL Ts WITH I- SLIP CONNECT�: z 3/4' - 1'-O' AT TOP STEEL BEAM eECTION 2,5 STEEL EWAM--- STEEL COLUMN RE, PLAN m HAS. SCHEDULE V ERTICAL BEAM 4 IT. RE' PLAN RE, PLAN RE, COLUMN ------------ / - / V2* CONCRETE VERTI STIFFENER- VERTIaAL 5TIFFE114ER-/ RE. EPLAN H.A.5. RE, PLAN TOPPING 1'-0* WITH HAS. STEEL COLUMN SCHEDULE -PULE _.TE TYPICAL AT EACH SIDE Z' EV� EACH SIDE RE. SCH EDULE EL BEA EXTEfRIOR Re TYPICAL COLUMN STEEL BEAM -4 X 4'-0' AT 2'-0' CENTER ovER SECTION 3/SS12 5/55.2 RE, PLAN Z2CaE OF SLAB SPLICE DETAIL R E, PLAN GIRDERS SECTION 23 SECTION ja - 1 NW F. SECTION 13 SECTION RE, Fl-m 3/4* • 1*-0" 514" . 1'-0* 1 11 RE, PLAN 7=: RE, PLAN 4: 1 BEAM 1/2' CONCRETE 5LAE) 0 0 Re, ARCH, TOP OF 2" METAL DECK 0 b X 19 GA. X 1 1/4' NO TE, WATERPROOF) SPLICE NH.F� 0 0 7 1 PE, ARCH STEEL WITH T STUD TRACK X CONTINLIC)U5 AT TOP AND BOTTOM OF STUD., ---6 X 16 CA X 1 5/9 ° 6' METAL STUD WALL 4./2 CONCRETE SLAB ON I 5TV05 AT 2'-0" WITHS�YP EACH SIDE AND TRACK NOTES FOR CONNE1,TION �Z I -- -- --------- RE, PLAN AND GENERAL STEEL BEAM 2* METAL DECK WITH 6' X 14� GA. X 1 1/4' WITH GYP. SHEATHI . SHEATHING STEEL EDGE E AN STUD TRACK X CONTil�� EACH SIDE ANGLE e0ORTINUOvel) RAM5ET AT I'D 0 - DESIGN ({DOUBLE SHMAR R WITH H V4' BE _Nt 1 -6 X 16 (91A� 1 5/6' RAMSET AT I' -O' .T L 4 1/2* X 4 1/2' X 1/4" STUD5 AT 2 ' -0 1 5" 4 1/2" CONCRETE ETE 15 TYP I CONNECTION 15 43"CONCRETE FINISH - ON 0 C�AQ ' -LONG SLOTTED S TE E L L BEAM SLAB WITH bxb 1121 X K2 it DECK 0 11 HOLE TYP 5ECTION 2 Re, PLAN SLOPE i I _q, 3/4" - 1'-0* 5/4'0 BOLTS ------------- rl f� ----- STEEL TRANSFER BEAM R E. 2 D.C. Typ. DOUBLE WX 14S GA- X 3'--- 'e, PLAN E STE PLAN L COLUMN- H SIDE RE, 5 Re UPPER TRACK BE VERT STIFFENER STUD TRACK X CONTINUOUS 4L ._ STEEL LIGHT GAGE CLIP RAllt5ET AT V-j r 14 &A, AT EACH STUD -STEEL BEAM SEC TION 3/65.2 RE, PLAN � - L BEAM NOTE, WATERPROOF RE"! N WITH L STEEL -UM. (4) -3/4 "m .A�S THRU-BOLTS r RE SECT ION, _ MEMBRANE RE, ARCH. H 1 Z, 5 ' LE C=� SASE DU C==== 41/2* CONCRETE 5L PLATE ON 2 . METAL DECK L5X5X3A(, X 0 ��H.TAIIR FRAMING L 4X.. K Z : CONTINUOUS BY OTHERS INS SUPPORT ANGLE WITH RE. PLAN STIFFENER AT "2'-0' 3/4' 1*-0* - -STEEL BEAM RE, PLAN EACH 1/2 CONCRE ""TH "tNr 116 STUD 41/2 ETE S&_AE5 ­ 2" METAL DECK ACTION 24 &ECTION le SECTION 14 WITH W .W.F. SECTION 2e - 04 X 4'-0* AT P-0 1 t'-O* 5/4* - 314" - 1'-0' 314* - V-O" RE, PLAN CENTER OVER N OTE: -4* OF 100,3 I RIGID TOP or 19IRVERE, INSULATION J, STEEL COLUMN VERTICAL STIFFENERS W_-5 4X4 a16 EACH 5iae CENTERED 4' TH MECHANICAL Wr, SLAB 111. EA4, 'H STEEL BEAM RE, PLAN WI H AND (3)-- PAVERS Re, ApaH__ Nss 6X6 SIDE WITH VERTICAL AT 4" AT PERIMETER "56 4�X& EACH FACE OF I=.. ----------- --------- =-=3 cza GQ - STIFFENER (H.A.S. Re ARCH WITH I MECHANICAL IT 2' MINIt CONCRETE] FOR HANDRAIL SLAB WITH 5NO$14MELT 0 3- 5 SLOSLOPING WATERPROOF CON CRET E 0 .&EGTION 3 CONCRETE TOPTOPPING I MEMBRANE AND E / ELEVATOR AND PROTECTION FIN ISH SLAB WITH MEMBRANE CORE 000 41/2 CONCRETE SLAB WITH bX& W2.1 XK2.1 BOARD RE: A EXTERIOR METAL bX& W2.1 X k2.1 N RE, ARCH. OPENING 0 2' METAL DECK STUD WALL AND ' WATERPROOFING if R11110- ITH HWP. STEEL BEAM INSULATION RE, PLAN _3/4 X 3 1/2" H.A.5. PROTECTION BOARD E 4 )/.2* CONCRETE SLAB �60 PSI) SLOPE TOP R L ON 2' METAL DECK 114" O R P=:�nE NOTE E EN SURFACE TEEL : -------- &ECTION e PLAT E TIE xxx,xx- X -O' AT 1*-0' 1 TO DRAIN 4 1/2: CONCR SLAB - L _K W . W . F . � Re, PLAN CENTER OVER BENT PLATE 1/4' X - 3/4* 1 RE� PLAN ON 2 META TOP OF CIONTIN�VS --------------------- \--I A' 1 X r1l. Re. 4 1/2 CONCRETE SLAB STEEL ANGLE AMC EDGE 'LIE ST EEL TOP 0 WIT KKP. k AN 1/4' BENT Top OF ON 2 METAL DECK 4 142' CONCRETE 54-AD ON 2" METAL PREC -IRE WALL STEEL WITH NW.F. DECK WITH kW.W.F. RE; PLAN DEEP STUD TRACK- ----------- ; ---- RE NFOIR6EMEKT RE SCHEDULE EXTERIOR STUD WALL 7 STEEL BEAM v Re, 7 V41TH STEEL PLAN II 1 1 .: WITH SHEATHING "A.S. RE. PLAN 0 3!16 3 -12 STEEL BEAM RE PLAN WITH HAS. ST6EL BEAM ke� PLAN RE, GENERAL NOTES SE CTION 2 0 SECTION 15 STEEL ISEAM-­/ 7 DOUSL SHEAR TYF -[CAL INTERIOFR FOR STEE CONNeCTI0 & ECTION 30 DESIGN SECTION 25 !V4' 3/4* V-Cl RE� PL STEEL FLOOR OPENING6 3/4' 1'-O' VERTICAL -STEEL 1pTUMN &ECTION 4 METAL STUD WALL EACH SIDE RE. SCHEDULE RE. PLAN WITH WITH Gyp, SHEATHING 5e�,TION 3/SS.2 3/4" TOP PLATE W4' 4 7 - EACH P - TRACK PROVIDE ADDITIONAL 05 X 5'-6" AT 2'-0' RE. WATERPROOFING FZAM15ET SIDE AN0 W-5 X 4*-O'AT -1* ARCH --TO CE TER OF r4 V2° METAL -K SLAB CONCRETE SLAB 41/2"CC)NICRETE TRAN5 RSE CENTERED efEAM'S'PAN - 014 ON IN 5LAB --- f4r � L E A50V P'CNEETTRERAErVION TION 10 7 DECK WITH 2* HA-F. PROVI 1 AC314' IPITICI.AL 1,11 3. SETS SLAB BEAM C In SE TOPPING ' TYPICAL AT AT V-O' TOWARDS I b' METAL 5TVP WALL TO,5LA5 L F W H,F. 611, N2j X W2.1 !Y WITH 15YP SHEATHING PE, -:A NJ /- r/( CENTER AT ALL PENETRATIONS 3/4' & EACH510i OPENING AND TRACK TYPICAL RE, COLUMN -6 0 BA. 60 AT H 1/4* BENT STEEL EDGE RAMSET AT 1*-0" , ��At_ AT N 5/4-V HAS. -5 X 2* ANGLE ­5 X W-O" E, Z 5/16 EMBED 51-HEOULE + ;�4 , IN < I I I I I I - ----------- 7,z � i I o -,. /-41/2'CO11- , , 2 , . / SLAB 2 ;L;;�5 WITH &X6 Pu�l S X " "21 09<,K CONCRETE rINI SLAB OR 2" 1E METAL Of -WATERPROOFING SLOPE AND PROTECTION BOARD VARIES -L4X4X-316 W ITH 0 0 S"rFe.e EOVAL5 1/2 TIMES 514* m X 6" EXPANSION BEAM ANCHOR AT 2'-0' WIDTH, TYPICAL TYPICAL PRECAST CORE WALL RE- 7 10 &VIE G tY 4 i/2' CONCRETE SLAB / SLAB ON 2" METAL DECK ON 2" METAL PECK WITH HW.W.F. WITH N.W.F. L EMBED 11. RE, 1. 0 MAWFACTURER CONTACT 5TRIPTURAL NT ENGINEER TO RREQUEST EST WATERPROOFING 14' M THICK HORIZONTAL Tie ANY OEVIAT ON FROM PICAL AND VERTICAL STEEL STEEL BEAM THESE REGUZMENIT'Ei REINFO PLATES AT FRE_ MEMBRANE RE. ARCH, PLA STEEL BEAM AND/OR IF ANY ADDITIONAL Ty EACH P (4)-51MS CAST CORE WALL BEA RE, PLAN TE, RE. HA .S. PLAN WITH COMPLETE BEAM PENETRATIONS, ARE NEEDED AN WITH H.A,S. AT SIMILAR SECTION, r , L I N PENETRATION PLAN BEAM 0 L REINFORCED PENETRATIONS TE EL DECK SPAN OF FLOOR VERTICAL STIF WE * IS PERPENDICULAR TO WE LD, Ityr - I ENER THE ONE SHOWN HERE. FLOOR BeAM EACH SIDE RE. F51-HEM I F A SECTION -31 SECTION 2& SECTION 21 SECTION I RE, PLAN X 5ECTION '5.2 4- 3/4 - 1*-0' !114* I' -O" 1/4' 11-1. 3/4" • V-O' [�OOE5S NOT APPLY AT EXTERIOR WATERPROOFING SECTION JI SECTION 5 RE, ARCH 5/4' 1'-0' 3/4' 1'-0' STEEL COLUMN Re MECH 2' - MAX PERPENO (14' BENT 5Te RE PLAN WITH 4 1/2' CONCRETE SLAB ANGLE TO DECK SPAII, 4"-0'14", Zf/4*� PIN PLATE OTTOM PARALLEL TO DECK SPAN 0 PLATE 7� STEEL COLUMN RE. PLAN R e - 41/2 CONCRETE CONCRETE SLAB 4­3" CONCRETE 41/2' CON CRE TE V -5 X 3'-6' AT 2' -0" ' RE. PLAN EDGE _�/4 STEEL BASE WITH W WWWF < TOP OF METAL DECK FINISH SLAB WITH SLAB ON 2TAL STEEL ? 1`1 WITH H-WP, 6X6 2.1 X K2.1 W.W.F. DECK 4 1/2* CONCRETE SLAB a - = _ x /I ON 2' METAL PECK 516 / WITH FLOOR DECK SPAN EXTEND U. - I - TOP PLATE 1111 PLATE 14X5 VZX13 A (0-4 SIDES PARALLEL 4 V2"COW-RIE E SLAB AT W TO FLOOR SIDES OF ALL O SPAN (2) -3 AT ON 2" METAL Ne,:�K ----- ----------- FLOOR PE TRATION5 SIDES PERPENDICULAR TO WITH H.A.5. Ili _ GREATER HH V­&" 5 FENER RE, 90VAFZC OR ROUND EARS 2'-0" BEYON EDGE 1_4X4"A5 WITH 5EI-TION 3!55.2 Or FLOOR PENETRATION _� Hell 5/4' . X &" EXPANSION ANCHOR AT 3'-0" IT STEEL SEA" r STEE L BEAM HAT LoDuBLE SHEAR ERPROOF11,1 6-] STEEL BEAM RE, RE, PLAN SIDE 0 EAC PLAIN Sim or FLOOR PENETRATION) RE, PLAN STEEL PLATE MEMBRANE RE, PLAN WITH HAS. -5Tr= L COLUMN DOWN BETWEE MAIN FLOOR e BEAMS PRECAST CORE WALL- RE, ARCH, RE, PLAN p Z=j RE: MAWFA F RE, Z ! VERTICAL STIFFENER -5TI! L COLUMN L DECK PENIS 1. NO L4X5 Oil, L4X4 RED AT FLOOR EACH SIDE RE, SCH EDULE PLAN WITH 5X5X516 I TRAT ONS il" OR SUPPORT ANGLE I* STIFFENER CENTERED UNDER COLUMN WALLS E55 (SQUARE OR SECTION 3/55.2 ,t4. TOP PLATE WITH 112'!�,TEIEL FACE FURTHER PLATE NOT SHOXft4 'LAR THAN 2'-O'X4-,O " 1 X 1 IASI I Ty L 2. ALL FLOOR STEEL PFADE [ PENETRATIONS LARGER STEEL COLUMN IEL BEAM 1 � PLATE T-STEEL COLUMN Re, PLAN RE PLAN PROVIDE W4SXIO MINIMUM H1.5. IRE, PLAN AT (4) SIDES OF TYPICAL COLUMN PENETRATION SECTION -31 &ECTION 2 &ECTION 22 6ECTION 1 SECTION 12 SPLICE DETAIL V-O", 3/4' . '_o. 3/4" - V-O* - SECTION ro 3/4' - 1*-0 U Q 0 Z U , P z s 2 < Z U'� 8 E ,* w C�j Z 5 < z L 0 vu 7 Lu w x 2 0 N fa SEAL Lu 0 0 < 0 CL NO. DARE GOMIENT 07101/041 PROCRES5 SET 08102,04 25% 60 SET F 0.1/0404 155M V H 12A3104 RECORD PERMIT SET 1 01114/05 STEEL PACKAGE J 02AII05 A54 " 03/Y,105 A,-A -7 L 04105/05 /,\REVqSE0 PERMIT SET KEY PLAN PROJECT Na DATE 6400 7-15-04 DRAM BY CHECKED VY Tim HS SHEET NO. S5.2 OF O R6'.NER- NOTES P METAL DECKING RE- PLAN R /-3/4'0 PIN r- METAL DECKING ��6ENCRAL NOTES 4 112' CONCRETE SLAB WELDING STEEL COLUMN 1. BOTTOM PLATE 4 1/2: CONCRETE SLAB WELDING ON 2" METAL DECK 5/4' 1 X 3 1/2' HA,5, RE, PLAN ON 2 METAL DECK 3/4" m X 5 1/2* H_AS. AT MIN KM 5PACINO L COLUMN STEE "C.OLUM AT V-'MNI -I- RE. PLAN' RE, PLAN TOP OF STEEL RE PLAN' RE, 5CINEDUI-rz -----STEEL COLUMN RE: COLUMN 5/8 TOP OF STEEL l4ki-P. RE, PLAN RE. PLAN -5/4' BASE PLATE SCHEDULE 4 1 - CON CRETE SLAB /2 DECK ON -TTAL I RE. PLAN WITH (4)-$ /4'. O METAL ER XTE T WITH A3 _4F I BOLTS STUD WA LL 4 1/2 Clow-RETF 4 1/2' CONCRETE SLAB I' TOP PLATE k= v I r7 d SLAB ON 2' MET DECK ON 2' METAL DECK p - ------- ---------- -111 4.1141111 WITH H.A.S. aII6X A EACH SIDE -5TEEL BEAM STEEL BEAM- 1/4' BEN STEEL WALL SIMILAR -STEEL BEAM RE. PLAN Re PLAN FE EEDGE ANGLE DECK SPANS PERPENDICULAR PERPENDICULAR WITH (4)_ B/4"O EXTER 5/4" CAP PLATE 0 10 R STU TO BEAM. T D, eECTION I RE' 'AN BCIL Ts WITH I- SLIP CONNECT�: z 3/4' - 1'-O' AT TOP STEEL BEAM eECTION 2,5 STEEL EWAM--- STEEL COLUMN RE, PLAN m HAS. SCHEDULE V ERTICAL BEAM 4 IT. RE' PLAN RE, PLAN RE, COLUMN ------------ / - / V2* CONCRETE VERTI STIFFENER- VERTIaAL 5TIFFE114ER-/ RE. EPLAN H.A.5. RE, PLAN TOPPING 1'-0* WITH HAS. STEEL COLUMN SCHEDULE -PULE _.TE TYPICAL AT EACH SIDE Z' EV� EACH SIDE RE. SCH EDULE EL BEA EXTEfRIOR Re TYPICAL COLUMN STEEL BEAM -4 X 4'-0' AT 2'-0' CENTER ovER SECTION 3/SS12 5/55.2 RE, PLAN Z2CaE OF SLAB SPLICE DETAIL R E, PLAN GIRDERS SECTION 23 SECTION ja - 1 NW F. SECTION 13 SECTION RE, Fl-m 3/4* • 1*-0" 514" . 1'-0* 1 11 RE, PLAN 7=: RE, PLAN 4: 1 BEAM 1/2' CONCRETE 5LAE) 0 0 Re, ARCH, TOP OF 2" METAL DECK 0 b X 19 GA. X 1 1/4' NO TE, WATERPROOF) SPLICE NH.F� 0 0 7 1 PE, ARCH STEEL WITH T STUD TRACK X CONTINLIC)U5 AT TOP AND BOTTOM OF STUD., ---6 X 16 CA X 1 5/9 ° 6' METAL STUD WALL 4./2 CONCRETE SLAB ON I 5TV05 AT 2'-0" WITHS�YP EACH SIDE AND TRACK NOTES FOR CONNE1,TION �Z I -- -- --------- RE, PLAN AND GENERAL STEEL BEAM 2* METAL DECK WITH 6' X 14� GA. X 1 1/4' WITH GYP. SHEATHI . SHEATHING STEEL EDGE E AN STUD TRACK X CONTil�� EACH SIDE ANGLE e0ORTINUOvel) RAM5ET AT I'D 0 - DESIGN ({DOUBLE SHMAR R WITH H V4' BE _Nt 1 -6 X 16 (91A� 1 5/6' RAMSET AT I' -O' .T L 4 1/2* X 4 1/2' X 1/4" STUD5 AT 2 ' -0 1 5" 4 1/2" CONCRETE ETE 15 TYP I CONNECTION 15 43"CONCRETE FINISH - ON 0 C�AQ ' -LONG SLOTTED S TE E L L BEAM SLAB WITH bxb 1121 X K2 it DECK 0 11 HOLE TYP 5ECTION 2 Re, PLAN SLOPE i I _q, 3/4" - 1'-0* 5/4'0 BOLTS ------------- rl f� ----- STEEL TRANSFER BEAM R E. 2 D.C. Typ. DOUBLE WX 14S GA- X 3'--- 'e, PLAN E STE PLAN L COLUMN- H SIDE RE, 5 Re UPPER TRACK BE VERT STIFFENER STUD TRACK X CONTINUOUS 4L ._ STEEL LIGHT GAGE CLIP RAllt5ET AT V-j r 14 &A, AT EACH STUD -STEEL BEAM SEC TION 3/65.2 RE, PLAN � - L BEAM NOTE, WATERPROOF RE"! N WITH L STEEL -UM. (4) -3/4 "m .A�S THRU-BOLTS r RE SECT ION, _ MEMBRANE RE, ARCH. H 1 Z, 5 ' LE C=� SASE DU C==== 41/2* CONCRETE 5L PLATE ON 2 . METAL DECK L5X5X3A(, X 0 ��H.TAIIR FRAMING L 4X.. K Z : CONTINUOUS BY OTHERS INS SUPPORT ANGLE WITH RE. PLAN STIFFENER AT "2'-0' 3/4' 1*-0* - -STEEL BEAM RE, PLAN EACH 1/2 CONCRE ""TH "tNr 116 STUD 41/2 ETE S&_AE5 ­ 2" METAL DECK ACTION 24 &ECTION le SECTION 14 WITH W .W.F. SECTION 2e - 04 X 4'-0* AT P-0 1 t'-O* 5/4* - 314" - 1'-0' 314* - V-O" RE, PLAN CENTER OVER N OTE: -4* OF 100,3 I RIGID TOP or 19IRVERE, INSULATION J, STEEL COLUMN VERTICAL STIFFENERS W_-5 4X4 a16 EACH 5iae CENTERED 4' TH MECHANICAL Wr, SLAB 111. EA4, 'H STEEL BEAM RE, PLAN WI H AND (3)-- PAVERS Re, ApaH__ Nss 6X6 SIDE WITH VERTICAL AT 4" AT PERIMETER "56 4�X& EACH FACE OF I=.. ----------- --------- =-=3 cza GQ - STIFFENER (H.A.S. Re ARCH WITH I MECHANICAL IT 2' MINIt CONCRETE] FOR HANDRAIL SLAB WITH 5NO$14MELT 0 3- 5 SLOSLOPING WATERPROOF CON CRET E 0 .&EGTION 3 CONCRETE TOPTOPPING I MEMBRANE AND E / ELEVATOR AND PROTECTION FIN ISH SLAB WITH MEMBRANE CORE 000 41/2 CONCRETE SLAB WITH bX& W2.1 XK2.1 BOARD RE: A EXTERIOR METAL bX& W2.1 X k2.1 N RE, ARCH. OPENING 0 2' METAL DECK STUD WALL AND ' WATERPROOFING if R11110- ITH HWP. STEEL BEAM INSULATION RE, PLAN _3/4 X 3 1/2" H.A.5. PROTECTION BOARD E 4 )/.2* CONCRETE SLAB �60 PSI) SLOPE TOP R L ON 2' METAL DECK 114" O R P=:�nE NOTE E EN SURFACE TEEL : -------- &ECTION e PLAT E TIE xxx,xx- X -O' AT 1*-0' 1 TO DRAIN 4 1/2: CONCR SLAB - L _K W . W . F . � Re, PLAN CENTER OVER BENT PLATE 1/4' X - 3/4* 1 RE� PLAN ON 2 META TOP OF CIONTIN�VS --------------------- \--I A' 1 X r1l. Re. 4 1/2 CONCRETE SLAB STEEL ANGLE AMC EDGE 'LIE ST EEL TOP 0 WIT KKP. k AN 1/4' BENT Top OF ON 2 METAL DECK 4 142' CONCRETE 54-AD ON 2" METAL PREC -IRE WALL STEEL WITH NW.F. DECK WITH kW.W.F. RE; PLAN DEEP STUD TRACK- ----------- ; ---- RE NFOIR6EMEKT RE SCHEDULE EXTERIOR STUD WALL 7 STEEL BEAM v Re, 7 V41TH STEEL PLAN II 1 1 .: WITH SHEATHING "A.S. RE. PLAN 0 3!16 3 -12 STEEL BEAM RE PLAN WITH HAS. ST6EL BEAM ke� PLAN RE, GENERAL NOTES SE CTION 2 0 SECTION 15 STEEL ISEAM-­/ 7 DOUSL SHEAR TYF -[CAL INTERIOFR FOR STEE CONNeCTI0 & ECTION 30 DESIGN SECTION 25 !V4' 3/4* V-Cl RE� PL STEEL FLOOR OPENING6 3/4' 1'-O' VERTICAL -STEEL 1pTUMN &ECTION 4 METAL STUD WALL EACH SIDE RE. SCHEDULE RE. PLAN WITH WITH Gyp, SHEATHING 5e�,TION 3/SS.2 3/4" TOP PLATE W4' 4 7 - EACH P - TRACK PROVIDE ADDITIONAL 05 X 5'-6" AT 2'-0' RE. WATERPROOFING FZAM15ET SIDE AN0 W-5 X 4*-O'AT -1* ARCH --TO CE TER OF r4 V2° METAL -K SLAB CONCRETE SLAB 41/2"CC)NICRETE TRAN5 RSE CENTERED efEAM'S'PAN - 014 ON IN 5LAB --- f4r � L E A50V P'CNEETTRERAErVION TION 10 7 DECK WITH 2* HA-F. PROVI 1 AC314' IPITICI.AL 1,11 3. SETS SLAB BEAM C In SE TOPPING ' TYPICAL AT AT V-O' TOWARDS I b' METAL 5TVP WALL TO,5LA5 L F W H,F. 611, N2j X W2.1 !Y WITH 15YP SHEATHING PE, -:A NJ /- r/( CENTER AT ALL PENETRATIONS 3/4' & EACH510i OPENING AND TRACK TYPICAL RE, COLUMN -6 0 BA. 60 AT H 1/4* BENT STEEL EDGE RAMSET AT 1*-0" , ��At_ AT N 5/4-V HAS. -5 X 2* ANGLE ­5 X W-O" E, Z 5/16 EMBED 51-HEOULE + ;�4 , IN < I I I I I I - ----------- 7,z � i I o -,. /-41/2'CO11- , , 2 , . / SLAB 2 ;L;;�5 WITH &X6 Pu�l S X " "21 09<,K CONCRETE rINI SLAB OR 2" 1E METAL Of -WATERPROOFING SLOPE AND PROTECTION BOARD VARIES -L4X4X-316 W ITH 0 0 S"rFe.e EOVAL5 1/2 TIMES 514* m X 6" EXPANSION BEAM ANCHOR AT 2'-0' WIDTH, TYPICAL TYPICAL PRECAST CORE WALL RE- 7 10 &VIE G tY 4 i/2' CONCRETE SLAB / SLAB ON 2" METAL DECK ON 2" METAL PECK WITH HW.W.F. WITH N.W.F. L EMBED 11. RE, 1. 0 MAWFACTURER CONTACT 5TRIPTURAL NT ENGINEER TO RREQUEST EST WATERPROOFING 14' M THICK HORIZONTAL Tie ANY OEVIAT ON FROM PICAL AND VERTICAL STEEL STEEL BEAM THESE REGUZMENIT'Ei REINFO PLATES AT FRE_ MEMBRANE RE. ARCH, PLA STEEL BEAM AND/OR IF ANY ADDITIONAL Ty EACH P (4)-51MS CAST CORE WALL BEA RE, PLAN TE, RE. HA .S. PLAN WITH COMPLETE BEAM PENETRATIONS, ARE NEEDED AN WITH H.A,S. AT SIMILAR SECTION, r , L I N PENETRATION PLAN BEAM 0 L REINFORCED PENETRATIONS TE EL DECK SPAN OF FLOOR VERTICAL STIF WE * IS PERPENDICULAR TO WE LD, Ityr - I ENER THE ONE SHOWN HERE. FLOOR BeAM EACH SIDE RE. F51-HEM I F A SECTION -31 SECTION 2& SECTION 21 SECTION I RE, PLAN X 5ECTION '5.2 4- 3/4 - 1*-0' !114* I' -O" 1/4' 11-1. 3/4" • V-O' [�OOE5S NOT APPLY AT EXTERIOR WATERPROOFING SECTION JI SECTION 5 RE, ARCH 5/4' 1'-0' 3/4' 1'-0' STEEL COLUMN Re MECH 2' - MAX PERPENO (14' BENT 5Te RE PLAN WITH 4 1/2' CONCRETE SLAB ANGLE TO DECK SPAII, 4"-0'14", Zf/4*� PIN PLATE OTTOM PARALLEL TO DECK SPAN 0 PLATE 7� STEEL COLUMN RE. PLAN R e - 41/2 CONCRETE CONCRETE SLAB 4­3" CONCRETE 41/2' CON CRE TE V -5 X 3'-6' AT 2' -0" ' RE. PLAN EDGE _�/4 STEEL BASE WITH W WWWF < TOP OF METAL DECK FINISH SLAB WITH SLAB ON 2TAL STEEL ? 1`1 WITH H-WP, 6X6 2.1 X K2.1 W.W.F. DECK 4 1/2* CONCRETE SLAB a - = _ x /I ON 2' METAL PECK 516 / WITH FLOOR DECK SPAN EXTEND U. - I - TOP PLATE 1111 PLATE 14X5 VZX13 A (0-4 SIDES PARALLEL 4 V2"COW-RIE E SLAB AT W TO FLOOR SIDES OF ALL O SPAN (2) -3 AT ON 2" METAL Ne,:�K ----- ----------- FLOOR PE TRATION5 SIDES PERPENDICULAR TO WITH H.A.5. Ili _ GREATER HH V­&" 5 FENER RE, 90VAFZC OR ROUND EARS 2'-0" BEYON EDGE 1_4X4"A5 WITH 5EI-TION 3!55.2 Or FLOOR PENETRATION _� Hell 5/4' . X &" EXPANSION ANCHOR AT 3'-0" IT STEEL SEA" r STEE L BEAM HAT LoDuBLE SHEAR ERPROOF11,1 6-] STEEL BEAM RE, RE, PLAN SIDE 0 EAC PLAIN Sim or FLOOR PENETRATION) RE, PLAN STEEL PLATE MEMBRANE RE, PLAN WITH HAS. -5Tr= L COLUMN DOWN BETWEE MAIN FLOOR e BEAMS PRECAST CORE WALL- RE, ARCH, RE, PLAN p Z=j RE: MAWFA F RE, Z ! VERTICAL STIFFENER -5TI! L COLUMN L DECK PENIS 1. NO L4X5 Oil, L4X4 RED AT FLOOR EACH SIDE RE, SCH EDULE PLAN WITH 5X5X516 I TRAT ONS il" OR SUPPORT ANGLE I* STIFFENER CENTERED UNDER COLUMN WALLS E55 (SQUARE OR SECTION 3/55.2 ,t4. TOP PLATE WITH 112'!�,TEIEL FACE FURTHER PLATE NOT SHOXft4 'LAR THAN 2'-O'X4-,O " 1 X 1 IASI I Ty L 2. ALL FLOOR STEEL PFADE [ PENETRATIONS LARGER STEEL COLUMN IEL BEAM 1 � PLATE T-STEEL COLUMN Re, PLAN RE PLAN PROVIDE W4SXIO MINIMUM H1.5. IRE, PLAN AT (4) SIDES OF TYPICAL COLUMN PENETRATION SECTION -31 &ECTION 2 &ECTION 22 6ECTION 1 SECTION 12 SPLICE DETAIL V-O", 3/4' . '_o. 3/4" - V-O* - SECTION ro 3/4' - 1*-0 U Q 0 Z U , P z s 2 < Z U'� 8 E ,* w C�j Z 5 < z L 0 vu 7 Lu w x 2 0 N fa SEAL Lu 0 0 < 0 CL NO. DARE GOMIENT 07101/041 PROCRES5 SET 08102,04 25% 60 SET F 0.1/0404 155M V H 12A3104 RECORD PERMIT SET 1 01114/05 STEEL PACKAGE J 02AII05 A54 " 03/Y,105 A,-A -7 L 04105/05 /,\REVqSE0 PERMIT SET KEY PLAN PROJECT Na DATE 6400 7-15-04 DRAM BY CHECKED VY Tim HS SHEET NO. S5.2 OF OF --4" CONCRETE 51-All WITH &X6 K2AXH2A 4 1/2• CONCRr=TE-- "44 ' r. AND SNOV014ELT SLAS ON METAL RE, AR6H. Orl-K WITH W.WF. TOP OF 51-AB HATERPROOFIN6 ND PP'OrECITION e0A to TRASH COMPACTOR LIS65 AND CONNECTION R1610 INSULATION TO SLAf!! BY 9,IPPLIER too P51) ROLLED (:2)--6 GONTIwJOUf , DECK ROOF ,,,, PQRLjN'- < zz NOTE, REFER TO - IR STEEL BEAM ARGHITEGTLM2E FOR WITH 4 RE, PLAN WITH EXTENT OF - PAISEP - HA.S,. STRUCTURAL SLA IN EAST HEST 5TV55 AT DIRECTION .b C ONCRETE SLAB ILI, O 3` METAL DECK WITH .& AT L3 EACH ;t I A "A*r I I i SECTION! BELOW TRASH !Q_Qt�j�CT R STEEL PLATE GIRDER RE, PLAN SECT ION � &ECTION g Q EMBEDDED ANGLES WITH ARCH AND MECHANICAL 4 1/2* CONCRETE SLAB-ON-METAL DECK -4 AT EACH KAY SECTION I COORDINATE TRENCH DRAIN DIMENSION-, WITH ARCH AND MECHANICAL 1/2' 150LATION "NT N Top OF —T5 4X4.I14 FRAME STEEL T WITH 1/2' X 4• X 10 . ry e,.,5E PLATES 0 3/-4 0 X 4 I/V STOKE VENEER 'R EMBEDMENT HILTI Hy-*0 HIT ICE /L Re� ARCH ADHESIVE ANCHORS or SLAB 1/4' BENT PLATE GounNVals 41/2 E TOP OF 5LAE ON METAL SLAB DECK -L 4X4XI14 CONT)WOV UNDER STUD HALL E-0 STONE — BEYOND 160' -O" TOP OF SLAB T WATERPROOFING AND PROTECTION BOARD -5 MIOHEI6HT SNOI-tMELT SLAB RE. ARGN. .EDGER 3EARIN6 TS, 4X4XI14 WITH L 4X4X31& LEDGER 4 112 CONCRETE •4 AT 1 x STEEL COLUMN SLAB -0N -M ET AL DECK . STEEL BEAM - RE, PLAIN NOTE SEE PARTf STEEL COL BEYOND LOOSE LINTEL ANGLE kfl, 5q-3 STONE BEYOND EMBED PLATE BY PRECAST SUPPLIER SECTION - 1 5/4' - 1*-0* AL [ 11-AN 21/ TS FRAME SECTION 2, 5/4 - 1*-0' in SECTION 3 f/4" • 1'-0• 1/4'X CONTIRRX)S STONE VE' EM BENT PLATE R AR 'C'H , /—STEeL COLUMN it I RE, PLAN RE: ARe-H L4X4XW6 1 112" METAL STONE LINTEL STIFFENERS EACH SIDE ROOF OCCr PER SECTION 3/55.2 METAL 1 .. AND AT R DECK \ -0" MTHIEEN COLUMNS —L5>C3XI/4 DECK ANGLE O PEN ROLLED "A*r I I i SECTION! BELOW TRASH !Q_Qt�j�CT R STEEL PLATE GIRDER RE, PLAN SECT ION � &ECTION g Q EMBEDDED ANGLES WITH ARCH AND MECHANICAL 4 1/2* CONCRETE SLAB-ON-METAL DECK -4 AT EACH KAY SECTION I COORDINATE TRENCH DRAIN DIMENSION-, WITH ARCH AND MECHANICAL 1/2' 150LATION "NT N Top OF —T5 4X4.I14 FRAME STEEL T WITH 1/2' X 4• X 10 . ry e,.,5E PLATES 0 3/-4 0 X 4 I/V STOKE VENEER 'R EMBEDMENT HILTI Hy-*0 HIT ICE /L Re� ARCH ADHESIVE ANCHORS or SLAB 1/4' BENT PLATE GounNVals 41/2 E TOP OF 5LAE ON METAL SLAB DECK -L 4X4XI14 CONT)WOV UNDER STUD HALL E-0 STONE — BEYOND 160' -O" TOP OF SLAB T WATERPROOFING AND PROTECTION BOARD -5 MIOHEI6HT SNOI-tMELT SLAB RE. ARGN. .EDGER 3EARIN6 TS, 4X4XI14 WITH L 4X4X31& LEDGER 4 112 CONCRETE •4 AT 1 x STEEL COLUMN SLAB -0N -M ET AL DECK . STEEL BEAM - RE, PLAIN NOTE SEE PARTf STEEL COL BEYOND LOOSE LINTEL ANGLE kfl, 5q-3 STONE BEYOND EMBED PLATE BY PRECAST SUPPLIER SECTION - 1 5/4' - 1*-0* AL [ 11-AN 21/ TS FRAME SECTION 2, 5/4 - 1*-0' in SECTION 3 f/4" • 1'-0• 1/4'X CONTIRRX)S STONE VE' EM BENT PLATE R AR 'C'H , /—STEeL COLUMN it I RE, PLAN RE: ARe-H L4X4XW6 1 112" METAL STONE LINTEL STIFFENERS EACH SIDE ROOF OCCr PER SECTION 3/55.2 METAL 1 .. AND AT R DECK \ -0" MTHIEEN COLUMNS —L5>C3XI/4 DECK ANGLE SECTION 4 914" - 1• -0* 4 " -9" FINISH SLAB WITH H.H.F. WATERPROOFI AND PROTECTION BOARD CON CRETE HITH W.W.F. TAL DECK CONCRETE 5 ROLLED I- z DECK ROOF ,,,, PQRLjN'- < zz CR 14*-2 5/9 ") -10 TEK---j SCREWS AT 1` -4• WITH 4 JNOTE: HORIZONTAL SUPPORTS dF SHAFT WALL tT TO EXCEED R55 4X4XI14 5TV55 AT z! BEARING ILI, 4 I A '-- ' I---- ��l --I - L BEAM F 3/4' . l'-C• RE P LAN SECTION 0 T— 3/4" SECTION 4 914" - 1• -0* 4 " -9" FINISH SLAB WITH H.H.F. WATERPROOFI AND PROTECTION BOARD CON CRETE HITH W.W.F. TAL DECK u �2 0 6"- 16 6A6il I- z PRECAST COW-RETIE CORE HALL 5n;D5 AT 1'-4' < zz U:s -10 TEK---j SCREWS AT 1` -4• 4 JNOTE: HORIZONTAL SUPPORTS dF SHAFT WALL tT TO EXCEED < z! SECTION 5 4 z 3/4' . l'-C• u �2 0 Z ce I- z z < zz U:s 0 0- t < z! < z L.0 ne O T— LLJ 9 >'i N boo gl LLJ F- 0 r ' 0 < u CL 155wo FM DATE COMMENT 07/OVO4 PROC414% 5ET C&A02/04 25% CUSET E 04/0t/04 � ISEM r:' F 10/12/04 PROGRESS SET & ll/Mo/04 RECORD PERMIT SET 9 12113/04 FX-COW PERMIT SET 1 004/05 /,\STEEL PACKAGE i 02N /OS s A51 a4 03/-16/05 L 04101/015 SET L K11 PLAN DETAILS PROJECT No. DATE 6400 7-15-04 CRAK'4 BY TJM I Hr--KED w HS e+IFE'r No, 55.3 OF ol L 1 1/2 X 1 1/2 X 5A6 DECK SUPPORT ANGLE 12 kf!. ARCH. FA 2 RIGID JWk4_ATION -------- - T ION T5 HITH NAIL BOARD TUBE STEEL 5NEATHINIS F RAME, y To ROOF ROOF 5HEATHINrl ROOF DECK :IECK FOR P RE 'r GENERAL R 5/16 L 4 x EACH SIDE DOCK SOPPOR I t/2' METAL ANGLE (ALL FOUR RODF OECK SIDES OF STUB CIOLVMN CHIMNEY) - ------------ ------------------------------------------ - ---- ---- - TYPICAL ]ITEML ROOF BEAM STEEL RE: PLAN O LLJ m TS 4X4"/& SECTION TYPICAL SECTION HEADER BEAM TYPICAL BEAM RE, PLAN CHIMNEY FRAME 11/2' L SECTION 2ro .*`ASr,IA RE: ARCH 5/4' V-0 ol L 1 1/2 X 1 1/2 X 5A6 DECK SUPPORT ANGLE 12 kf!. ARCH. FA 2 RIGID JWk4_ATION -------- - T ION WORK POINT HITH NAIL BOARD 5116' BENT STEEL 5NEATHINIS IF, CONTINW()S y To ROOF ROOF 5HEATHINrl ROOF DECK :IECK FOR P RE 'r GENERAL R _a/,wsTIppeNER 12 EACH SIDE 142' METAL SIZE AND LOCATION ROOF DECK i's 3x3xt/4 ROOF STUB CIOLVMN L4 112 X4 U X:114 1/4 BENT STEEL PLATE (1,0NTIR.1;W X W X V-O" STEEL BASE PLA T E (2)-1/2 m x 4' 4' RI WITH 2' RIGID INSULATION WITH NAILeOARD ROOF WORK POINT - 57UV WALL (BEYOND) 5116' BENT STEEL 5NEATHINIS IF, CONTINW()S 1 1/2' METAL To ROOF - 1 1/2* METAL ROOF DECK ROOF DECK :IECK FOR P RE 'r GENERAL R ROOF DECK 12 12 kl S(APPORTS SIZE AND LOCATION W ITH K^ILeOAR0 STEEL ROOF ROOF -.T PLATE DECK SUPPORT FVLL X PEN 1/4 BEAM FZE� PLAN ANGLE (LESS - 4*) Hal lu STEEL BIFkM RE PLAN O LLJ m TOP PLATE 5H ATHIN5 WORK POINT 2" R IGID INSULATION Z'SYPS"" 5116' BENT STEEL W NAILeOAR0 5NEATNIN5 IF, CONTINW()S ___�'--ROOF BEAMS RE PLAN -OR To ROOF - 1 1/2* METAL ROOF DECK 1 1/2' METAL :IECK FOR P RE 'r GENERAL R ROOF DECK ATTACHMENT To 12 kl S(APPORTS SIZE AND LOCATION � SHEATHING (5ypsL+l 12 I -E. PLAN ROOF DE CK SHEATHING 2 RNSIO INSU_ATI WITH TAILBOARD STE TYPICAL 75 COLUMN RE, PLAN MAN CABLE RE, 5VI STEEL ROOF- 2' R16RIGID INW-54UL ION PORT P05T SPACIN BEAM RE, PLAN WITH TAILBOARD O 4X4X3 l8 DECK SHEATHING SUPPORT ANGLE GTION 13 Wel &YPSL4A � 5ECTION 2 1/4" BENT STEEL 1/4' BENT STEEL 150SE ANGLE eo,5e ANGLE ­-STEEL FLOOR BEAM RE, PLAN ROOF WI -'.S. 2"RI&IP INSULATION SHEATHING WITH NAILBOARO STEEL ROOF BEAM STEEL 1001 BEAM DORMER RAFTER 5/101 &yPSLk`I RE. PLAN RE. PLAN SECTION 10 EMAMS RE, PLAN SHEA INS 3/4' - V-O" 12 STEEL COLUMN RY LA NITH RE &ENERAL 5/_6" CYPSU" 1/2. TOP PLATE NOTES FOR STEEL 5NOVLOER------ I OF-KINS L BEAM RE, PLAN S/B' &YPSOJM W- STEEL CHANNE D_L SHEATHING RE, PLAN 7 K ------------ SECTION 5 1/4 BENT $Tee 2" RI, INSULATION A NGL E I CONTII 0 T 5/4' . I'-Cr _____°__ . ..___- ____w_____..__.._ Pi SENT STEEL BEAM RE, F7 > Typ , 3p& z RE, GENERAL NOTES � FOR BEAM CONNECTION OCSIeN CAPACITIES ___�'--ROOF BEAMS RE PLAN -OR r' " RIGID INSULATIOK-� 1 1/2* METAL 5/16"PIVOE PLATE _—T—A < Z Z (LESS . 41) ROOF DECK C SIZE AND LOCATION W ITH K^ILeOAR0 STEEL ROOF ROOF Z _L FVLL X PEN 1/4 BEAM FZE� PLAN SHEATHING Hal lu q5TiFFeNek BIFkM RE PLAN O LLJ m cryp) SECTION 12 SECTION ro WI BEAM RE, PLAN LLJ J% 11/2' L _x 3/4* V-0 .*`ASr,IA RE: ARCH 5/4' V-0 RE ANGLE- WITH SELF - TAPPING 142'CONCRETE SLAB SEAL L6x&x3/& SCREW. AT 2'-0' F_ SECTION I T/4" Bemr STEEL ON f METAL DECK R161D INSULATION 516 GYPSUM STEEL BEAM CL. EDGE ANGLE 'T. 6>,6 W2. x K2 WITH NAILBOARO SHFAT)-4INe, Re+ PLAN 3/4' - 1'-0' 5ET OeV02104 25% 60 SET E L4.4.1/4 WITH E' RE, G ENERAL 1OB2104 PR05RESS SET 6 ---STEEL I I-' METAL ROOF DECK $4 f 0 VOLTS I I,. METAL 'Oop DECK NOTES Ot/14/05 /ASTEEL PACKA6E i RE, PLAN WI TH TS 5X5X31 A51 +4 03/16105 + /151 1 1/2* METAL ROOF DECK I'0 SLEEVE FOR MAN CADL E N AT ROOF BEAMS SECT ION 1-1 ---------------------------------- ------------- /- A11. I= T.1 TS 51 1/4STEELPOSTNITH— 1/4. CAP , 10 MAX. SPACING T 5/4' V-O' 1/4* BENT EL L WORK POINT 4 ?TS (LESS - N= ) :ON 0 5116 BENT STEEL It KEY IILM 2'RI ISiD INSULATION -- PROJECT No- DATE 6400 7-15-04 0 GNEGKED BY CONTIH.KX�, TO ROOF ED6E I HS WITH TAILBOARD 2� 0 1 1/;:1 ME TAL SHFAT HIN&- ROOF HALL RE, ARCH 12 0 1 2* RI(940 INSULATION WITH NAIL80APCI ROOF DECK 1 1/2 METAL ROOF DECK 12 7 5/45" CIP SHEATHE Y ROOF 0 0 9HFATHINe a a 0 STEEL ROOF SUPPORT BEAM 1 J/2" METAL ROOF DECK r. &ECTION -1 0 0 0 PLAN $/-V V-0 TOPPING DECK SLAB RE, ARCH F 4 1/2" CONCRETE 5L_-5 ON 2* META DECK WITH k4jN,F, STEE STEEL ROOF BEAM RE, PLAN 5/8" (5yp-" SHEATHINS 3/6 STIFFENERS EACH SIDE 11510 INSULATION WITH TAILBOARD STEEL PLATE CONNECTOR C. WATER PROOPIN& MEMBRANE RE ARCH __3/4, 5T , WFENIERS Q EACH 5 OE I 1/2'METAL - SIDE OF BEAM ROOF � SHEATHING (5ypsL+l 12 I -E. PLAN ROOF DE CK SHEATHING 2 RNSIO INSU_ATI WITH TAILBOARD STE TYPICAL 75 COLUMN RE, PLAN MAN CABLE RE, 5VI STEEL ROOF- 2' R16RIGID INW-54UL ION PORT P05T SPACIN BEAM RE, PLAN WITH TAILBOARD O 4X4X3 l8 DECK SHEATHING SUPPORT ANGLE GTION 13 Wel &YPSL4A � 5ECTION 2 1/4" BENT STEEL 1/4' BENT STEEL 150SE ANGLE eo,5e ANGLE ­-STEEL FLOOR BEAM RE, PLAN ROOF WI -'.S. 2"RI&IP INSULATION SHEATHING WITH NAILBOARO STEEL ROOF BEAM STEEL 1001 BEAM DORMER RAFTER 5/101 &yPSLk`I RE. PLAN RE. PLAN SECTION 10 EMAMS RE, PLAN SHEA INS 3/4' - V-O" 12 STEEL COLUMN RY LA NITH RE &ENERAL 5/_6" CYPSU" 1/2. TOP PLATE NOTES FOR STEEL 5NOVLOER------ I OF-KINS L BEAM RE, PLAN S/B' &YPSOJM W- STEEL CHANNE D_L SHEATHING RE, PLAN 7 K ------------ SECTION 5 1/4 BENT $Tee 2" RI, INSULATION A NGL E I CONTII 0 T 5/4' . I'-Cr _____°__ . ..___- ____w_____..__.._ Pi z w t!� > Typ , 3p& z ff 1/4" BENT STEEL VA PLATE 1 1/2* METAL 5/16"PIVOE PLATE _—T—A < Z Z (LESS . 41) ROOF DECK C to t2 w A-3- STEEL ROOF ROOF OPeNOPENING (ALL SIDES) 0 1 z . 1/4 BEAM FZE� PLAN SHEATHING Hal lu q5TiFFeNek O LLJ m 2 5TeeL ROOF Ilk JI, O WI BEAM RE, PLAN LLJ J% _x PF .*`ASr,IA RE: ARCH RE ANGLE- WITH SELF - TAPPING SEAL L6x&x3/& SCREW. AT 2'-0' F_ 0 2" RI-Ip (TYPICAL) TYPICAL ROOF RAKE 3 STEEL KEB L TION N IN ITH NA A AILeO D CL. PRECAST CORE I HALL —T5 CO LUMN RE, PLAN 5/81" ay P I" eE 0 CTION IS PqITH1/2"51EM. SHEATHING FAS-�,JA RE, ARCH TO TOP PLATE 514- . V-0- ANC-LE- WITH SELF-TAPPINS TYPICAL PATCH FRAME FASCIA 5CREV5 AT 2'-0' ON CENTER BEAM- CONTINJOUS L 3X2X31I&X4' AT -O' e 2' R1610 INSULATION ON CENTE 2' -O° R ECTION S FASCIA RE, ARCH, AT WITH (3)-10 6A CYP6UM ROOF SH15ATHIN6� _2" 'S"D 'NE"LAT"'N SELF TAPPING SCREWS 5ECTION 14 WIT NAIL5OAR0 EACH A146LE AT BEAM 1 1/2" METAL 12 5/4' . V-0 ROOF DECK — 2' R1,91D INSULATION 12 WITH NAILBOARP L4 1/2 X4 1/2 XI/4 3F __,vo 12 Q 5E(, 23 FBENT STEEL PLATE (COHTII,�) .3/4'- V-O' PLys ROOF PLYP4000 ROOF SHEATHINE SEATHIN5 WORK POINT— ROOF SHLA IINr, lrypsw ROOF I 5/16" BENT 5' r.L GYPSUM SHEATHI NG PLATE CONITINIJOV. SOF-ATHIN,9 .11 XXXI-XX") METAL I;ZO05 TO ROOF WORK POINT C16--K 1 1/2' METAL — ROOF Dff�;K 12 1/4' BENT STEEL PLATE STEEL DORMER - 3/16 BEAM SEAT ROOF BEAM STEEL BEAM RE. PLAN RE PLAN WITH ARCH RH 1/4 BENT STEEL GYPSUM ROOF SHEATHINS 1 1/2 META'- 1 1/2* METAL RO D ROOF DECK RE, PLAN WITH PUDDLE t-ELDS L4 1/2 X4 1/2 X114 TO BENT PLATE BENT STEEL PLATE AT 3' (6ONTIt&)OQ5) txxx,-XX• WORK POINT III ROOF SHEATHIN L WORK POIN :w PLATE BEAM SEAT STEEL ROOF BE AM WITH L4X4X3A6 FASCIA CLfP ANGLE RE, ARCH — DEER STUD TRACK ATTACH WITH STEEL BEAM RE, PLAN M-10 (9A HITH T5 5X3"/I& SELF TAPPING --- EXTERIOR SH LOER----- —EXTERIOR METAL STUD aeAM e oV BEVELED SHIM POST AN SCREWS EACH PLAN r LE AT BEAM ' WALL WITH SHEATHING r !V6" STEEL TOP PLATE AN 4" R1,510 INIVLA L4X4XI14X8' I --I& cA_ DEEP WITH N^]LeOAPJ EACH SIDE EACH BEAM [,__TPAr.K EXTERIOR METAL STV0 WALL m L4X4xV.4XO'— FASCIA- RE, SCHEDULE CLIP ANGLE ATTACH WITH ReEc &ECTION 20 R . ARCH PREC CORE MANUPAaTV 3/4' V-O' EACH SIDE EACH BEAM C3) -10 6A STEEL BEAM SELF TAPPINer, RE, PLAN 4' Rt610 INSULATION L4 1/2 X4 1/2 XI /4 SCRel, EACH BENT STE EL NeLe eL PLATE NOTE, CUTTER L4X4X AN&LE AeTABEAM I14X4�" WITH NAILBOARD (CONTI"JO)W CJTTER LO< ArION5 I ple. EACH 51DE EACH BEAM RE, A 12 MAWFACTME RCHIM, FASCIA——— (SHALL Be CA T`)' TE IVA RCH ROOF 'L RE, AR SPA PA& Or o-) SECTION 10 &ECTION 24 C 114'.1 3/4" V-O* 2' RleIV INSLLATION PLYWOOD ROOF SHEATHING &ECTION 15 WITH TAI ISYPSOM ROOF 5KeATHINS 514 1' -O' ROOF SHEATHING 5/5" 6YPSUM 1 1/2' METAL BENT STEEL BEAM 15ypsljm ROOF DECK ROOF 5HEATHINS, M FULL PLAN 12 5HFATHIN9 516 L4 V2 X4 V2 XI /4 PEN 114� el' PLATE (Typi SHEATHING DECK S41 ORT STEEL PLATE (CONTINI)OVS) xl-xx cl INSULATION 1 1/2' METAL - WITH NAILWAR0 WORK POIN ROOF PECK OYPSVH STEEL - pOOF BEAM SHEATHING] �12 I t/2' METAL P41TH L4X4X3Y'b RE, ROOF DECK CLIP AN0,LE PLAN STEEL BEAM RE, PLAN HITH ROLLED TUBE STEEL eElE AND BEAM RE. PLAN 518'. STEEL TOP PLATE i I 0 —15 &A, DEEP HORK TRACK POINT 141 1111114 1 COL" WITH Wa* 5TVC> WALL FULL STEEL TOP DA5L FASCIA RE SCHEDULE PEN. PLATES AND (4)- 1/2'* RE, ARCH o - "TH BOLTS W A 318" STEEL PLATE T !;O_6A 4" Rl 10 IWVLATIO SELF TAPPING WITH NAILWARO TEEL RIDSE STEEL BEAM SCREWS BEAM RE, PLAN RE. PLAN 2 \----STEEL ROOF BEAM L4X4XT14>Q5" R E _. PLAN CWTTEP, RE, EACH SIDE EACH BEAM MANUFACTURER MC SAVES BEAM -BENT STEEL (SHALL BE CAPABLE RE, PLAN ROOF BEAM Or 5PANNIN5 &'-0*) &ECTION 21 SECTION 10 RE, PLAN SECTION 11 SECT ION 2E� .3/4" • sl-o" 314* • 110* 1/4-1.-1. W4' - V-0 SECTION 3 5/4" - V-O' SECTION 4 15/4' - 1'-0" SECTION 5 5/4' - 110" PUDDLE k4ELO DEC AT 4* TS 3X6XI14 CONTII FzooF sHeATJ­IlNe 1/8'x6" WIDE RE PLAN: I TO TUBE 112' METAL ROOF DECK , ieeo 1E Type x V) ce 0 z w t!� 5 z 22 < Z Z u "IS C to t2 w A-3- < gr& 0 1 z . < < Hal lu Z O LLJ m <5 g ry Ilk JI, O LLJ J% _x I N oy SEAL UJ F_ 0 r 0 i CL. 65LECI F0R. DATE COM-EUT 01/01/04 PROGRESS 5ET OeV02104 25% 60 SET E 04J01/04 19M E' F 1OB2104 PR05RESS SET 6 11/05/04 REO0fW PERMIT SET $4 12/13/04 RECORD PE"T 5ET I Ot/14/05 /ASTEEL PACKA6E i 02AVOr /.\ A51 +4 03/16105 + /151 — L P4 /05/05 > REY5E4 PERMIT SET KEY IILM PROJECT No- DATE 6400 7-15-04 DRAIN BY GNEGKED BY Tim HS %IECT.4, S6.1 OF K fl SECTION 22 314' . V-O' i 2 RIGID INSULATION GYPSUM ROOF ANP NAILBOARD EAVES STEEL SHEATHING BEAM RE. PLAN INSULATION NO DORMER R�>O — EXTERIOR METAL ROOF A- -RIGID NAILBOARD • DECK I MITTEO STUD WALL W TH SLAB ON 2* SHEATHtNE Re. ARCH, METAL FRAM NO 0 i 4 1/2' CONCRETE 1/4' BENT STEEL 4-- GYP. SHEATHING METAL DECK WITH 1/2 X41/2 X / 4 _11_� 4' LEG,5 1 1/2" METAL 12 F L4 PLA EDGE ANGLE (Xxx -1 5CHEDVLE EXTERIOR METAL STUD WORK POINT ROOF A� BENT STEEL PLA 4 TYP_ WALL WITH GYPSUM : I � DECK (CONTINUPUSI INT AT DOER 3 /1 40 PIPES ekieATHIN& H55 6xI&X5/& ROOF 1/4' Be T STEEL EDGE - PING BEAM ROOFING RE, SECTION BENT STEEL PLATE RE, SECTION 1/56.2 L4 1/2 X4 1/2 X114 5 I op ANGLE W " 4'LEGS (CONTINUOL, I/S6.2 TYP RIGID INSULATION- 1 1/2" METAL =91 AND KAILIBOARD STEEL ROOF ROOF PECK B BEAM RE, PLAN 12 _STEEL ROOF BEAM RE. PLAN (SILOPINe) H55 4X4 le'.- METAL STUD L OVERFRAMI I STEE EW--,M ROOFING RE� PoS" 5EI-TION 1/56.2 AND TOP PLATE T A'S. RE, PLAN WITH STEEL AT SNOW GUARD Lxxx PIPES 1 1/2 MET— WORK POINT 5/ -r ,P,' X 4'X t2" STEEL DECK 1 - 12 STEEL STUB COLUMN a/&" X 4* X 12' STEEL PLATE 4X4><3/& I STEEL BEAM 1, PLAN 1 WITH I/2'STeEL EASE PLATE V2" METAL ROOF DECK It • 5/16 �V& X a X 11-6" 1 1/2" METAL STEEL PLATE EACH SLOPING STEEL ROOF ---------- ROOF DECK STEEL BEAM RE, PLAT tt RE (164'-4 1/16")SIPE OF BEAM RE. PLAN ----------- RE, ARC BOTTOM OF BEAM _-H X 3 X STEEL PLATE EACH L4X4XI/4 X b­ �/ BENT STEEL SIDE OF BEAM SIDE EACH BEAM DECK SUPPORT L4X4X;/4 X b' &ECTION 20 &ECT ION lt�> PLATE WITH 6" A SIDE EACH BEAM LEGS STEEL 5/4' - V-O' 3/4' - V-O' XXX'-XX. BEAM RE, PLAN — ROOFING RE, SECTION _Z( RK POINT 1/56.2 —W-,S 5X&XI/4 4 1/2" CONCRETE HAWSER WITH 3/4" 0 SLAB ON 2 METAL 1 1/2' METAL ROOF STEEL TOP PLAT DECK WITH W1.4p. RE= ARCH DECK AND W_ 7/8'm W_-, 4X4XI/4 - FASCIA eoLTS /--IT- L 4X4X— A _ PL TARIES METAL STUD SECTION I T, TO ET I H HALL SEYONBEYOND . FASCIA SLOPE RE, ARC R'C' RE2 AN ROLLED TUBE STONE VENEER 3/4" 12 RE. ARCH STEEL BEAM WORK POINT I ERr STEE CHANNEL RZ. ARCH RA M Z PL _ RIC ED 'KET RE, AN _4 2' RIGID INSULATION STUB CIOL I"IN AND RAIL50ARC, - STEEL 'I EDGE 1/4* BENT STEEL ------- i 10 COLU" ANGLE i 1 1/ —STEEL BEAM 2 METAL e)ECTION 11 RE, PLAN BEYOND I Re, PLAN WITH P ROOF DECK 5/4' ROOF EAVES H55 14X ROLLED .k (xxx K­ ROOF BEAM I/2' STIFFENER MINT STEEL BEAM S� EACH 51VE or 5/5* GYPSUI`l LIKE OF RAFTER OTE, GUTTER BEAM SHEATHING 1­166 fit LOCATIONS FASCIA RE, ARCH TO ARCHITECTURAL ANGLE- WITH SELF BEYOND 12 0 1 � RIGID INSULATION ROOF 1 1/2• METAL X31e, i R5 ROLL AM RE, PLANS RI INSULATION SCRE OOF PECK V�15 AT 2'-0' R 3 2TH MAILE30ARD SECTION 5 V;21 x l"x V-01 1/4 SHEATHING 1/4' BENT STEEL EDGE RE, ARCH. WORK POINT -5/4" A � Ne Behlr STEEL PLYV4000 ROOF-- Wl:TH NAIL BOARD 1/4' RIGID INSULATION LE FM ARCH. STEEL BEARING ANGLE WITH 6" LE CONTINIJOUS PLATE I A. GYPSUM FzOOF___ 1/4* STEEL TOP PLATE SHEAT HING 12 114' BENT STEEL_ SECTION 1& 1 1/2" MFTAL­ 4' EDGE E WITH -V ROOF DECK GYPSUM L ROOF SHEATHING ROOF -- -STEEL M L4 112X4 1/2XI/4 SECT! RE, IAN RIGID INSULATION BENT STEEL PLAT 3/ TE 10 0 (CONTINUOUS) EACH aw3/6" STIFFENER AND BOARD 1 1/2' METAL SLOE 142 ME TAL =.' 'L AL ROOF ROOF K PECK POINT ROOF PECK y I STEEL ROOF BEAM STEEL ROOF j1, BOTTOM OF BEAM WORK WWI &X(IXI/4 —1/4' STEEL BEAM AT 6'-0* RE, PLAN (SL OPING) HS5 &X6X5A& BEAM RE, PLAN L4 1/2 X4 1/2 XI/4 ".1 ARC. I i CIL 3 /i6 "P ~ BENT ST EEL P LATE GYPSUM ROOF LINE OF RAFTERS BEYOND DEEP TRACK 1 � SECTION 21 SHEATHING H55 6X6XI14 STEEL BEAM RE, PLAN EXTERIOR METAL 5TA RAKE WALL WITH 3/4'. • -0• 1/4' ANGLE CLIP 1 i GYPSUM SHEATHING ROOF-- 2" RIGID INSULATION — COL — STEEL STUB COLUMN W55 4X4X3/e, GYPSUM AND NAiLEOARE> SHEATHING Ree PLAN WITH AND 1/2' STEEL BASE 1 1/2* METAL TOP PLATE M`Cl2XIOl& 121;�I/L" BENT STEEL RIDGE STEEL CHANNEL f FASCIA ROOF DECK 3/ (XXXI-XXI) 'T BEAM RE% PLAN r Vk_?_f_;RK_155It5;VNT=T5 RE, ARCH L4 112 X4 112 XI/4 ATTACH WITH L4X4XI14 X I' 15ECTION 2 (3)-(0 GA. EACH SIDE !1/4' FBENT STEEL PLATE (CONTINUOUS) SELF - TAPPING EACH BEAM STEEL ROOF SCREWS AT MC PAVER BEAM FZE� PLAN z BEAM- CONTINVOL', GUTTER, RE, I FASCIA RE, AFZ4-_.. — CONC E ATTACH KITH (3)-10 &A. 41 3/8' D' BENT STEEL PLATE MHA F R CAP SELF TAPPI SCREWS SLAB ON 2* METAL W_ ' DECK WITH W.W.F. BEAM SEAT OF SPANNING EACH AN6L AT BEAM C AS-A RE, PLATE RE, PLAN 1/2 STEEL emeep MC EAVES BEAM—­— F 5IB'X 4'X 12' STEEL ARC. PLATE HS-S CANTILEVER BEAM SECTION 12 SECTION a PRECAST RE, PLAN 3/4 1/4' BENT STEEL EDGE I dOW-RETE Ah STEEL BEAM RE PLAN 5/4' - 1`-O' ' E WITH 4' X 3" X 1 FOUNDATION ARCH NOTE, GUTTER I LES STEEL PLATE EACH WALL 0 LOCATIONS RE, ARCHIT5­, _41 - 1 1/6.2 woMl, SIDE BEAM __ ROOF RE, SEC TION BEAM SECTION I STEEL RAFTER BEAM ROOF PLANS L4X4 1/4 x 3/4' - 1'-0* RE, PLAN 510E X EACH BEAM L EGS 1/4' BENT STEEL EXTEP40R MET AL RE� PLAN WITH ALL!7 1/4' BENT 5TeeL EDGE R 610 INSULA .' TION EDGE ANGLE STEEL BEAM IJ AW SECTION 22 'Le HITWITH V .1 �T.151_ r. 5TUV WITH NAILBOARD BET Gypsum SHEATH" — AORKPOINT PLYWOOD ROOF_ ANGLE N111 LESS HAS. WOV-Z< POINT SHeATHl RE, PLAN BENT STEEL EDGE- RING BEAM GYPSUM EACH Sipe Sipe or 1 1/2' METAL ROOF AN15 " LE WITH LEG'S 544EAT 'Oop SHEATHING 4 1/2" ECK M SLAB ON C P STEEL ROOF ROOF DECK BEAM RE, ;;LAN ------------------ STEEL ROOF BEAM '.XV4 &ECTION RE, PLAN (SLOPING) T_ 2" METAL ` 1 1/2" METAL DECK WITH - ROOFING RE, — R I-10 INSULATION �I P L ATIE 3/4' 1.-,. SECTION 1/56.2 N;TH NAILIBOARD (CONTIN00US) ROO 'Blb RIGID INSULATION Cyp5um -__HS5 l6X6y SHEATHING COMPRESSIO RING WI TH FULL PEN WITH HAILEOAR0 T WELDS BEAM 1 1/2' METAL AT CORNERS A. RE,.Pl_AN WrIH I- BENT STEEL ROOF PECK STEEL BEAM Re: PLAN GYPSUM SHE INS 3/4 EDGE ANGLE 1 11' METAL 12 4. ROOF DECK DECK 1 1 1 NOTE, GUT TER -METAL STUD 11 FILL WALL RIGID INSULATION LOCATION CONCRETE TOPPING 1 1/2' METAL RC, AAl-HITECTUP_lL WITH NAILBOARO ROOF PLANS SLAB Re: ARCH. Ib WATERPROOFING PLYWOOD Poor— MEMBRANE AND SHEATHING PROTEC,TION eOAI;?O —H55 HIP BEAM I 'AN 2�-4 I/- GYPSUM ROOF— 1/4" BENT STEEL SECTION 3 RE, PL SHEATHING DECK EDGE SUPPORT <y WORK POINT ANGLE WITH 4* LEGS -FASCIA {I/2' METAL ---- 3/4' - 1'-0' RE, ARCH 142' BENT ROOF ATTAC WITH -------- --- (3)_Io &A STEEL EDGE SELF-TA ANGLE I L4 1/2X4 112X114 =EL PLATE BENT (CONTIN(X)V5) ScReWs BENT ST 2'-0' 4 1/2' CONCRETE TEE SLAB ON 2' METAL DECK FASCIA GUTTER, RE WITH* XXX _XX RE, ARCH MANUFACTURER CONTINUOUS H�� 14 A& WORK POINT &ECTION 10 (SHALL BE CAPABLE X�_XX) ITH EXTERIOR METAL - STEEL CH 4EL 5/4' 1` -O' OF 5PANNING 6'-0') (XX N PLAN EXTERIOR METAL STUO WALL WITH Re PLAN SITUcl WALL GYPSUM SHEATHING MC EAVES BEAM T Re, 51-HEMLE RE, PLAN —WORK POINT H55 2X2XI/4 STUB 44 L4X4XI/4 X e,' /-- CUM 316' EACH SIDE T56X4XV4 STUB STE "TOP WITH PLATE: 4 1/2 C-0 1/4 BENT STEEL WEM 'ETE EACH BEAM COLUM WITH t 12 BEAM DE TO FLOOR SLAB ON W 2 M EDGE ANGLE STEEL SECTION 13 STEEL BASE PLATE CK WITH COLUMN 5/4' - i'-0' PAS-CIA RE, RE, PLAN ARCH ATTACH STEEL EAVES I. R: 040 INSULATION_ -- ROOF RE, WITH SELF TAPPING H BEAM RE, PLAN NAIL BOARD ------ SECTION e NOTE, SNOW GUARD RO OF SHE ATHING SCREWS TO ANGLE 'IA 1/56-2 WITH OVERFRAM LOCATIONS ARCH, PAS- RE, ARCH. WORK POINT EXTERIOR METAL ROOF PLANIR'MAX, —G'rFSUM ROOF LbX6XI/4 GONTIND005- RE H 511,0 WALL f V2 METAL ROOF BRACKET SPACING AT WITH Per SHEATHING 1 1/2' METAL ROOF WORK POINT 6ECTIQN':E� r AT 12 12---a'-4 5/4-> SCREEN DECK 2 STEEL BEAM STEEL DiAt-iONDIAMOND MESH --- V, 12 N4* 110" _* B/4' 0 HA. S. RE, PLAN WITH 'Ely (GALVAE-P) 1 15. ROOF EATHII < ATTA TO PIPES NIZ R {SHALL BE CAPABLE L4X4XI/4 X 6' OF SPANNING _0.) I t/4' BENT STEEL EDGE ANGLE WITH 4' 3 STIFFENER 3 /b" STEEL BRACKET EACH SIDE EACH BEAM DEEP TRACK VERTICAL LEG 1/2* METAL_ EACH SIDE AT b' -O' WITH ROOF 5HUATHtNG MC EAVES BEAM ROOF 310'. X I'D. X 3' RIGID INSULATION / RE, SECTION "k <2- RE. Pt-AN, DECK T5 3x5xl/4 BASE PLATE SECTION 1/6,2 STUB C LUMN ('3)-1 1/2'51-HEOLLE 40 -3/16 X 5" 1 . -0 . GYPSUM SHEATHING i I -L4 I!2 X4 1/2 X114 pipe 1 1/2' METAL PECK BENT STEEL PLATE &ECTION - 1 1/2" X 5" X V-O' STEEL BASE PLATE 1/4 X 3 PIPE SEAT, WITH (Z 1/2� 0 X 41 STEEL ROOF BEAM TYPICAL 5 PLACES FASCIA RE, EXPANSION ANCHORS Re, PLAN ARCH, ATTACH (10 SPACING) —1/4' WITH SELF TAPPING T 5 7E E EDGE SCREWS TO ANGLE ' IT" r NON - SHRINK ANGLE - ROOF AT TUBE STEEL BEA" —11/2' METAL ROOF ROOF COLUMN (ROLLED) DECK GROUT 4 1/2' CONCRETE SLAB ON 2" METAL PECK WITH 'HAP. I STEEL ROOF BEAM BENT ANP 6' WITH L4X4X3/16 ROLLED CONTI ST EEL ROOF BEAM - PRECAST CORE STEEL FLOOR BEAM CL , I= WALL CL ANGLE ANGLE (WITH RE PLAN (SLOPING) WITH HA.5� RE, PLAN VERTIC 4 'AL Lee) 1/4' BENT STEEL— SECTION 4 PAVER PLATE (L.410")- 3/16' X 5' A b SE GMENTED SEAM- ClONTIN%kxG TYPICAL :GM =NTEP .3/4* - V-O" ( r STE L ROOF BEAM PEI,41_1- 4' VERTICAL Re.,!PLAN LEG,) - FASCIA Rex ARCH. ATTACH WITH (W-10 GA. SELF TAPPING SCREWS &ECTION 14 SECTION 10 EACH ANGLE AT DEAt-i 514' - V-O' 5/4* - V-O' SECTION le SECTION 2-3 5/4' . 1`-0• 0 Z oz < zz Q a am En (Q' Z w << � z N to ry B 7 � I -A ISE 7 Ili uj N cl: s pp y r C SEAL Lu F_ 0 0 0 a U _j K-SLED FORS OAIE COMMENT 01/01104 �55 5ET 06/02/04 25% CV SET E 5Z/01/04 151AIE V F 01!2/04 PP.06RE% SET 49 11105/04 RECORD PEF"T SET H 12A3104 RECORD PERMIT 5ET 1 Ofl/1410!i x STEEL PACKAGE J 02AII05 A54 -4 95 V 03/(6105 L 21/05/05 SET KEY PLAN PRO-ECT No 6400 DATE 7-15-04 PR~1 By CHECKED BY T)m HS SHEET ". S6.2 - OF j i SRAGE C�U55ET: WELD 4ND F'LATE SCI4EDULE BRACE SIZE 5EE DETAILS 2-11 BRACE SIZE A(W 56�) C(In) (w E(kv F(w 6(m) HON (010 Xm) K(m) L(W HSI, 2X2XII4 V4 6 12 1/4 5 to 1/4 10 4 We 1/4 5 HS.' 3X2X114 1/4 12 24 1/4 12 24 1/4 32 6 5/6 1/4 12 HSI, 4X3XI/4 - - - - - - - - - HSS 5x3xt/2 - DE TAIL 12 HS" 4x5x5/& 1/4 21 42 1- 15 26 1- 4a 12 5/45 1/4 13 H55 5X5XI/4 - - - 645 17 1 /8 , 4 H55 41X3X3 /e, REPLAN Lij F- HSS 6X5XI/4 HS5 IX3XI/2 5/16 &0 20 116 4 HSE, 45X3XI/2 - a u HSIS 5x5x3/e SA& 24 45 S/l(' 16 52 SAE 52 13 5/45 5/16 16 He's 5x5xl/2 101,F0I/041 PR06RE% SET 0 106/021041 60 SET E 10VO7 /04 1 *5kev' F 110/121041 PROSRE9, SET 6 HSs &X5"/a RECORD P50417 SET 14 112/13104 1 RECORD PERMIT SET t I 01/14105 I/.\STeEL PACKAGE i 02AV05 [/,\ ASI -4 H69 1x5x5/& L 0 P E RM I T : : SET W-5 &X3XI/2 S/`5 30 60 5" 71 20 40 5/11, 611 11 7 5/16 20 H55 elxax3lb H55 7x3xt/2 5/16 52 64 5/16 23 46 5A6 1510 KEY PLAN - 6 23 PROXCT N­ 6400 -15-04 DRAVN BY CHEC KED 13Y Tjm HS SNEET 1+0. S7.1 .55 IIX4XI12 1116 50 60 7/105 22 44 7 12 7/145 22 62 9/16 22 44 4/16 I- M I I- Mb 22 512ACE &FLICE: WELD 1/4 FULL LENGTH FULL LENGTH STEEL AG BRACE SIZE SLOT BRACE FOR 11., PLAN TYP. c (W PLATE rw 82 H55 2X2XV4 1/4 16 4 — - "0* PLATE t/4 C. a 5/a 2 H55 4X5XI/4 - - 141TH t BASE PLATE - - 1455 4X3X3/45 1/4 46 12 FULL LENGTH /4 /4 Qi H55 5x3xl/4 - ERECTION BOLT MINIMUM H55 6X3XI/4 TOTAL WC-LO A NOTE. RE. BRACE SPLICE, WELD AND PLATE SCHapt&Ejo EACH SIDE, A THIS SHEET FOR MELD SIZE, LENGTH AND PLATE EACH FACE OF 52 TH CKNES5, 51MILAR 19 MIRROR IMAGE. W_,G) TYP. 4 HSS 5x3xt/2 - DE TAIL 12 Lij 314' - 1'-0' H55 6x3)0/e1 512ACE &FLICE: WELD AND FLATE &C-HEDULE SEE: DETAIL 12 BRACE SIZE A(W Wt.) c (W o1w rw 82 H55 2X2XV4 1/4 16 4 — - .55 5x2xl/4 t/4 5:2 a 5/a 2 H55 4X5XI/4 - - 141TH t BASE PLATE - - 1455 4X3X3/45 1/4 46 12 5/8 5 H55 5x3xl/4 - 4' TOTAL 4 2 H55 6X3XI/4 - STEEL GRACE— LU 4 CONCRETE SLAB ON H55 5x5>3 /6 5/16 52 IS 5/6 4 HSS 5x3xt/2 - - Lij H55 6x3)0/e1 d, AgA — - — - H55 7 X3%3 /b c; — - — - — -- — H55 6x5XI/2 5/16 645 17 1 /8 , 4 H55 41X3X3 /e, REPLAN Lij F- -STIFFENER EACH SIDE HS5 IX3XI/2 5/16 &0 20 116 4 HSE, 45X3XI/2 - a u "z '0.". 7n6 72 Ia 7!a 4 .-1-.4— Q l16 I- M 11/4 I DATE 11 TOTAL tIELO 1/4 3/45' PLATE ("5' EACH SIDE, EACH FACE 1/4 OF He's) 82 A —ERECTION BOLT SLOT BRACE FOR r STEEL COLUMN STEEL PLATE 0 c- RE, PN 141TH t BASE PLATE < t5 DD z < 4' TOTAL 4 2 .9 Z STEEL GRACE— LU 4 CONCRETE SLAB ON RE, PLAN ry 2 METAL DECK WITH WJ ' C>ECK i' (AT 51MILAR SPANS PARALLEL TO BEAM) TYP. Lij d, AgA — - — - - c; — - — - — -- — 14' TOTAL /4 *1 —STEEL BEA 1/4 7 REPLAN Lij F- -STIFFENER EACH SIDE 0 DETAIL 13 ON OeAm e, SCHE0ULr , ON 55.2 0 "9 3/4' . 11-1. < 0 EACH SIDE OF BEAM RE.STIFFENER 'J' PLATE He-LE DETAIL I ON 55_2 BOLT 4 1/2" CONCRETE SLAB ON 2 . METAL AL NITH W.W.F. —SLOT GRACE FOR eAT SIMILAR MCK SPANS STEEL COLUMN— STEEL PLATE ERECTION PARALLEL TO BEAM) REPLAN WITH —T I WITH 1/2' BASE TOTAL MININVM 12" A 5 To PLATE EAC H L __ TAL G ACE OF 1495) STEEL BEAM 14• 114 7 TOTAL YIELD YIELD I"[P S F SIDE 1/4 (5 RE, PLAN TOTAL 114 1 /4 " r A E -H 1E EACH TOTAL D E r i FACE OF HSG) D --STEEL BRACE RE. PLAN A150 SHE EACH 54VE OF > CONNECTION BASE PLATE 4 1/2" CONCF;�ETE 5LA ON A, 2" METAL DECK WITH I LKF. w____ (AT 51MILAR DECK $PAN5 E P SLOT R A P, CE FOR PARALLEL TO BEAM) 0 STEELLATr STEEL BEAM- - - REPLAN f STEEL BRACE l . To E RE: PLAN MINIMUM B REPLAN TY STEEL BEAM TOTAL WELD MINIMUM STEEL BEAM P. STEEL CO — WITH _ 4 OF AC IFFeNER SCHEDULE A B "C TOTAL EACH SIDE, VERTIC STFFENrRS RE, PLAPLAN EACM FACE 19 L — HSS) STEEL PLATE DETAIL 5 ON 55,2 A D NO TE : PLATE 4L SLOT BRACE FOR RE:5T . T, KELO AND PLATE M HELE /4 r 9 SHEeT FOR P4ELY SIZE, LENGTH AND PLATE /4 2 4" TOTAL RE—C RE PLAN WIT CONNECTION THI STEEL COLUMN ERECTION BOLT AISC SHEAR THI CKNESS PqELO VARIABLES K AND L SHALL BE GREATER " TOP PLATE / "J' PLATE , 2 OF CIE I ON Sj � FOR ANY CONDITION, [-- SIM DETAIL 5 OR TAIL SIMJ� IS MIRROR IMAGE AND OR NO BEAM CONNECTION NOTE. SIMILAR 15 MIRROR NOTE, PE,BRACE &.15-SET, WELD AND PLATE S�-_H ED 'TH IMAGE. [�= SIZE, LENGTH AND PLATE 15 MIRROR IMAGE, IDETAIL 5 DE TA I L 3/4' - 1'-0" 'J' PLATE I)ETAIL 1 ERECTtON BOLT 3/4' = I` -0' EACH SIDE OF —SLOT E FOR BASE PLATE L STEEL COLV4N STFELEP'LAAZTE REPLAN WITH STE"EL E PLATE WITH 1/2' BASE INI"JM:H TOTAL. BRACE J, Cl • EACH SIDE RE, PLAN - AlSC SHEAR STIFFENER EACH SIDE 1/4 CONNECTION ON NP, P. OF BEAM Re,STIFFENER .1* TOTAL D e EACH FACE Or WMW SCHEDULE DETAIL 3 ON 65.2 e STEEL BRACE A RE,PLAN a r . '1 4 .- .1 SLAB C E' PLAN '/4 A ON 2' METAL MCK KTH 4 t/2* CONCRETE SLAB ON- STEEL BEAM RE: PLAN A T OTA L K.1-4P. (AT SIMILAR DECK EACH 5'De OF 2 METAL DECK WIT P4 F. SPANS PARALL TO fAT SIMILAR Aq BASE PLATE Y > S ) E` PARALLEL To �E PAN A TOTAL 1. BEAM) ryp. 1 4 1/2' CRETE ON I A B , 2. METAL DECK WITH W.N.F, 0 (AT SIMILAR DECK SPANS 0 PARALLEL TO BEAM) TYP, :0 ERe<,T' BOLT STEEL BEAM RE. PLAN EACH SIDE OF 4 BASE PLATE STEEL BRACE B ' RE, PLAN TYP. A I A 5 C' TOTAL 'r- TOT-IL SLOT ERAC r TOTAL 0 E STEEL BEAM REPLAN FOR STEEL MINIMUM "H" AL PIMLO Typ. a e PLATE G CI° EACH SIDE MINIMk STIFFENER EACH 5 "J' PLATE EACH FA4E OF 1456) TOTA .tM L WELD Or BEAM RE,STIFFE"S R SCHEDULE DETAIL 3 ON 55.2 — STEEL COLUMN ('I' EACH DE WITH V2 CAP EACH PLATE OF HSs) TYP, I H FACIE —SLOT BRACE FOR STEEL PLATE TYP, NOTE, REBR,-/_E GUSSET, WELD AND PLATE SCHEDULE1 THIS SHEET FOR k4ELO SIZE, LENGTH AND PLATE STEEL COLVMN —ERECTION BOLT -P. THICKNESS. SIMILAR 15 MIRROR IMAGE, NOTE Ra'BRACE e(JSGET� WELD AND PLATE 5 THIS SHEET FOR HELD SIZE, LENGTH AND PLATE REPLAN WITH THICKNESS, SIMILAR IS MIRROR IMAGE ANC:>/OR No 112' TOP PLATE "J' PLATE rfP. DETAIL SEA, CONNECTION THIS SIDE. 5/4' c 1 NOTE, Rf GUSSET, WELD AND PLATE 5CH "01"LE YN15 SHEET FOR WELD SIZE, LENGTH AND PLATE 1 1) E TAI L 2 THICKNESS. gIMILAR 15 MIRROR IMAGE, -AiSe� SHEAR 5/4' 1."0. CONNECTION NP. 1/2' CONCRETE SLAB ON 1. 2' METAL DECK KTH W.H-F. I)ETAIL 10 EACH (AT SIMILAR 08 SPANS END 1/4 10 PARALLEL TO BEAM) TYP. AISC SHEAR CONNECTION TYP, "J' PLATE _—ERECTION BOLT A a 'C TOTAL A 5 TOTAL 7E SLAB --SLOT BRACE FOR A 8 4 112: METAL DECK WITH STEEL COLUMN— STEEL PLATE ON 2 REPLAN WITH c : (AT SIMILAR DECK WITH 1/2' BASE 10 SPANS PARALLEL TO E INI�-VM:H- " TOTAL PLAT � . KELP ('I EACH SIDE �d - - ___ - BEAM) TYP. ACH FACE OF HSS) I 0 *F* TOTAL E O E STEEL BEAM 1 b vwv 10 ---- STEEL DRNCE REPLAN 5v 11 0 Rf!>PLAK EACH SIDE OF BASE PLATE 4 1/2" CONCRETE SLAB ON 'F* TOTAL 2" METAL MCK WITH WJLF. TYP -STEEL BRACE VIP (AT SIMILAR DECK SPANS RE, PLAN PARALLEL TO BEAM) STEEL BEAM MINE H. REPLAN TOTAL k1lELO f'l* EACH EACH FACE 0 E I to OF H56) TYP. 'F' TOTAL STEEL BRACE r RE PLAN _ D STEEL SLOT BRACE FOR RE PLAN STEEL PLATE -STEEL BEAM MINJ�X" H' STEEL BEAM WITH — RE,PLAN TYP. —ERECTION BOLT TOTAL WELD C, VERTICAL STFFENERE, EACH S IDE, p r ' 'ST 'J' PLATE EACH FACE DETAJ IFFENER 5 ELE A B '0 TOTAL T BRACE FOR L 3 ON 55�2 A 8 OF HSI.) — R. STEEL PLATE At!,-' SHEAR NOTE, RE.15RACe &JSSET� WELD AND PLATE SCHEDULE CONNECTION TH:9 SHEET FOR PeLO SIZE, LENGTH AMP PLATE ERECTION BOLT THI CKNESS. SIMILAR 19 MIRROR IMAGE. RL,E)RACE GUSSET, WELD AND PLATE 51-HEDVLE TH15 SHEET FOR YIELD ',J' PLATE SIZE, LENGTH AND PLATE THICKNESS YELP VARIES K AND L SHALL BE sTrzeL COLLV44 GREATER OF DETAIL IIA OR DETAIL 1 ON 503 FOR ANY CONDITION. 51M If, REPLAN MIRROR IMAGE AND OR NO BEAM CONNECTION OTHER SIDE. NOTE, RLzERACE &J5SET, WELD AND PLATE 15" HEOL' -Eil NOTE DETAIL THIS SHEET FOR k4ELC> SIZE, LENGTH AND PLATE TH CKNEGS,. SIMILAR IS MIRROR IMAGE Ate /OR NO ID E TA I L 11A BEAM CONNECTION TH15 SIDE, 314" - 1'-0• AIS1_ SHEAR "I' PLATE CONNECTION TYP, DETAIL 3 ERECTION BOLT 4 1/2" CONCRETE 3/4' - 1'-0" --SLOT GRACE FOR SLAB 014 2 METAL : E, 0 STEEL COLUMN STEEL PLATE DECK HIrH REPLAN WITH (AT SIMILA MINIMUM 'H' TOTAL SPANS PA R DECK WITH 1/2 BASE PLATE BASE ('I' EAr, H : 51DE TO BEAM) TYP. P. / FACE O' HSG) A N B "TOTAL TYP. AVEI STEEL GQLV 'r TOT 0 1! �0 RE. PLAN Typ. STEEL ORV,01! I'lP Z � E. p STEEL PLATE BRACE GUSSET WELD RREPLAN a AND PLATE 5CHEMLE EACH SIDE OF THIS SHEET BASE PLATE 0 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH NJIF. (AT SIMILAR DECK SPANS STEEL BE v PARALLEL TO BEAM) RE-PL AM— AN I r STEEL PLATE STEEL BRACE N 'F' TOTAL RE. PLAN TYP. NOTES SIMILAR 15 AJS SHEAR STEEL BEAM TOTAL MINIMUM - H . RE. PLAN IYP. F L 11eLO 0 E ACH FA G, DETAIL -4 A EACH 1 1/2' 1'-0' VERTICAL STEEL BEAM 1-41TH 5 "C" TOTAL TYP. OF W M WITH _ `EF STEEL M I !rA= A 5 SLOT BRACE FOR Re,STiFp-eNEp sCH cxLe STEEL PLATE TYP. DETAIL 5 ON 55.2 STEEL COLUMN EACH SIDE OF REPLAN ERECTION BOLT TYP. K L BASE PLATE PLATE TYP, NOTE. RE OUSSM WELD AND PL ATE SCHEDULE THIS SHEET FOR WE LD L SIZE, EN&TH AND PLATE THICKNESS, PAELO VARIES K AND L SHALL BE NOTE RE BRACE —T, —11 AND PLATE SCHEDULE GREATER OF DETAIL ItB OR DETAIL I ON S75 FOR ANY ,:,ONOiTJOK5IMILAR. t5 THI EET FOR VELD SIZE, LENGTH AND PLATE MIRROR IMAGE AND OR NO BEAM CONNECTION OTHER SIDE, 9 S THICKNESS. SIMILAR IS MIRROR IMAGE, DETAIL 115 DETAIL E5 F-W 5/4' - 1' -O' Z 82 A Q 4 U! s 0 c- E- < t5 DD z < .9 Z LU ry T_ Lij d, AgA c; SEAL Lij F- 0 0 "9 < 0 - a u CL. 155LIEP FOR, NO. I DATE COMMENT 101,F0I/041 PR06RE% SET 0 106/021041 60 SET E 10VO7 /04 1 *5kev' F 110/121041 PROSRE9, SET 6 1 I1/0*1041 RECORD P50417 SET 14 112/13104 1 RECORD PERMIT SET t I 01/14105 I/.\STeEL PACKAGE i 02AV05 [/,\ ASI -4 L 0 P E RM I T : : SET KEY PLAN BRACING DETAILS PROXCT N­ 6400 -15-04 DRAVN BY CHEC KED 13Y Tjm HS SNEET 1+0. S7.1 0 F L Lew,TI­ STEEL RE. PL NOTE, Re, DRAG ;LATE �ICLO SCHEDULE 11 115, SHEET FOR WELD SIZE DETAIL 10 1 1/2' . V-O' Df�AG FLATE WELD SCHEDULE PLATE SIZE (GRADE) SEE: DETAILS I TO 10 A: WELD SIZE 1/4' X 6* (56 koO 114' 3/6" x e" (36 kO 5V16* 1"2" x 10" (50 K.0 ; 2* MIN, AT B 1/2 x 12 ('50 k.0 24' MIN, AT 0 PLATE '74S X 5" AT A L LEN6TLENGTH 1/4 VARIES Cl2 X 20.1 PLATE 1/4' X 6' AT 5 V2* METAL DECK L4X4XIM PLATE 1/2* X 12" AT C ILL PEN TYP. —STEEL 6" MIN. AT A 4 1/2' ; 2* MIN, AT B < zz 24' MIN, AT 0 CONCRETE CONC STEEL BEAM 0 RE. PLAN TYP. DETAIL 11 1 V2• • I-- BEAM - AN TYP. PLATE -AN E i`­_ ; el C RE, A T OP _ " AND 112' �� T. Se 'AT]1_ 1 . FIN \ Ii 774 ;'-LENGTH ILL LENGTH TYP. � y, VARIES VARIES L LEN6TLENGTH 1/4 VARIES Cl2 X 20.1 --- V2* METAL DECK L4X4XIM ----------------------------- — — ------- ILL PEN TYP. —STEEL BEAT` 4 1/2' V4 < zz RE, PLAN CONCRETE CONC 0 TYP. SL A B S ON 2 _;7;� REsPLAN TYP. METAL DEC L4X4X114 < WITH W.W.F. (AT SIMILAR PARALLEL 4' TOTAL >L, DECK SPANS PARALLEL t tt i ifi TO 5CAI-0 i LU RE- STIFFENER If-FeNER 91-HECVLE DECK I N pp 1/2 BASE PLATE 1/1. BASE--- PLATE 4 TOTAL> 1 VA 10 [DETAIL STEEL COLUMN 9F- ► 0 Re, PLAN TYP. u _j ol AISC SHEAF 1/4 0 j i i0 CONN EGTOOF - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - TYP' —STEEL COLUMN f 'o Ili 60 SET VERTICAL RE. PLAN V STIF I STIFFENER EACH � TOTAL TYP. SIOEOP BEAM RE, " iv (0" MIN (5* EACH rACe STIFFENER SC DETAIL I IA OATE O4105 /.\$TEEL PACKAGE - - — — - — - — - — - — - — - — - 1/4 OF CHANNEL.) (>3/16/05 - — - — — - — -- 01 TYP, MIN, 6" TOTAL SET J"2 TOP AN B OTTOM PL ATE BOTTOM 114 0* EACH FACE OF CHANNEL) TYP. 5(5` PL TYP. TYP. FLLL A15 SHEAR CONNECTION TYP. VERTICAL STIFFENER _\ r STEEL BEAM EACH SIDE OF BEAM RE, RE, PLAN STIFFENER SCHEDULE DETAIL 5 ON S5.2 TYP. LENGTH A BOLT > fl 1/4 4 STEEL COLUMN DETAILS PROJECT No"' DA TE 6400 /A 4 $' TOTAL CHF61Xf? EW 1/4" PLATE 774 ;'-LENGTH ILL LENGTH TYP. � y, VARIES VARIES L LEN6TLENGTH 1/4 VARIES Cl2 X 20.1 --- V2* METAL DECK L4X4XIM ----------------------------- — — ------- ------------------------- 61 MIN. —STEEL BEAT` 4 1/2' V4 < zz RE, PLAN CONCRETE CONC 0 TYP. SL A B S ON 2 _;7;� REsPLAN TYP. METAL DEC L4X4X114 < WITH W.W.F. (AT SIMILAR PARALLEL 4' TOTAL >L, DECK SPANS PARALLEL 0 ifi TO 5CAI-0 i LU RE- STIFFENER If-FeNER 91-HECVLE DECK I N pp 1/2 BASE PLATE 1/1. BASE--- PLATE 4 TOTAL> 1 VA 10 [DETAIL STEEL COLUMN 9F- ► 0 Re, PLAN TYP. u _j ol AISC SHEAF 1/4 0 j i i0 CONN EGTOOF - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - TYP' —STEEL COLUMN f 'o Ili 60 SET VERTICAL RE. PLAN V STIF I STIFFENER EACH � TOTAL TYP. SIOEOP BEAM RE, " iv PERT SET STIFFENER SC DETAIL I IA OATE O4105 /.\$TEEL PACKAGE - - — — - — - — - — - — - — - — - DETAIL 5 ON 55.2 TYP. 5/4' - 1•-0' A51 -4 (>3/16/05 TOT"' 4 N TOTAL METAL DECK TYP. (AT SIMILAR PECK SPANS PARALLEL TO BEAM) DRAG ATE We V ScHr-62" TH15 SHEET FOR _u HELD Size v NE' DE TA I L" 9 1 112" - V-0 WP 1 1/2 ' METAL DECK CONCRETE k4oTff, RE, DRAG PLATE WELD PARALLEL TO BEAM) STEEL PLATE 'U. PL AN FULL LENGTH / SKEWED 13EAM ----------- -------- - ----------- ------- -------------- DETAIL - 1 < zz TYP. 1/4 0 V) V < 1 lei REsPLAN TYP. ERECTION BOLT L4X4X114 < TYPICAL PARALLEL 4' TOTAL >L, TO BEAM) ifi i LU RE- STIFFENER If-FeNER 91-HECVLE DECK I N pp 1/2 BASE PLATE RE. PLAN TYP. 4 TOTAL> 1 VA 10 [DETAIL 4 t ► 0 1 112' METAL DECK u _j QL 1/2' EASE PLATE 1/4 19SVEO FOR. �1ETA L 0 WITH H-HP. -0 ( 2; 1 Er S LARN SPANS PARALLEL TO BEAM) TYP. —STEEL COLUMN f 06/02/04 25% 60 SET E RE. PLAN V STIF I 10/1;2/04 PP,06RESS � TOTAL TYP. PM-JT SET " iv PERT SET I IA OATE O4105 /.\$TEEL PACKAGE - - — — - — - — - — - — - — - — - 01 A51 -4 (>3/16/05 - — - — — - — -- 01 MIN, 6" TOTAL SET J"2 TOP AN B OTTOM PL ATE BOTTOM 114 0* EACH FACE OF CHANNEL) TYP. TYP. FLLL A15 SHEAR CONNECTION TYP. VERTICAL STIFFENER _\ r STEEL BEAM EACH SIDE OF BEAM RE, RE, PLAN STIFFENER SCHEDULE DETAIL 5 ON S5.2 TYP. DETAIL 12 514' - 1 DE TAIL 5/4 . 1' _o. STEEL — COL 4t•N RE. PLAN -, — PLATE WELD k4oTff, RE, DRAG PLATE WELD PARALLEL TO BEAM) STEEL PLATE 'U. PL AN FULL LENGTH / SKEWED 13EAM DETAIL 7 DETAIL - 1 < zz TYP. 1/4 0 V) V < 1 lei REsPLAN TYP. ERECTION BOLT L4X4X114 < TYPICAL 4' TOTAL >L, STEE BEAM VARIES LU RE- STIFFENER If-FeNER 91-HECVLE DECK I N pp 1/2 BASE PLATE RE. PLAN TYP. 4 TOTAL> 1 VA 10 [DETAIL 4 t ► 0 1 112' METAL DECK u _j QL 4 1/2' CONCRETE SLAB ON 19SVEO FOR. �1ETA L 0 WITH H-HP. -0 ( 2; 1 Er S LARN SPANS PARALLEL TO BEAM) TYP. SET f 06/02/04 25% 60 SET E 2WLOVO4 *5M V STIF I 10/1;2/04 PP,06RESS � TOTAL r A.11_1!ST-11_1E_.r�rR SCHEDULE DETAIL 3 ON 55.2 PM-JT SET " 12A3104 RECORD PERT SET I IA OATE O4105 /.\$TEEL PACKAGE LGX "I " IM V 2LAIX A51 -4 (>3/16/05 REPLAN MIN, 6" TOTAL SET J"2 TOP AN B OTTOM PL ATE BOTTOM 114 0* EACH FACE OF CHANNEL) TYP. TYP. FLLL EREC LENGTH A BOLT KEY PLAN STEEL COLUMN DETAILS PROJECT No"' DA TE 6400 114 2. TOTAL 14 2 CHF61Xf? EW 1/4" PLATE HS RE. PLAN S7.2 OF 4 112" CONCRETE SLAB Typ.. — STEEL COLUMN 2' METAL DECK WITH W.WPI (AT SIMILAR DECK 5PAN5 REPLAN WITH PARALLEL TO BEAM) TYP I TOP PLATE AND 1/2* BASE STEEL COLUMN RE, TOTA PLATE TYP. PLAN WITH I /2' TOP PLATE ; i lo Yip (WHEN COLUMN TERMINTAE "o , (3 EACH I CHANNEL) TYP. AT BEAM 4X4XI14 WITH 1/2" PLATE) BASE 0 rf 4' TOTAII— -LL 4 I FM AG STEEL CHANNEL RE,PLAN A LENGTH 4' TOTAL 1/4 2 ERE<. ION BOLT TYP. T 1/4 2 1/4 PLATE TYP. i . 4 1 CONCRETE SLAB ON 2. METAL DECK WITH W.W.F. r (AT SIMILAR DECK SPANS 4 TOTAL STEEL — COL 4t•N RE. PLAN -, — PLATE WELD k4oTff, RE, DRAG PLATE WELD PARALLEL TO BEAM) STEEL PLATE 'U. PL AN SCH EDULE THIS _LO SIZE SKEWED 13EAM DETAIL 7 DETAIL - 1 < zz —<TYP. 0 V) V < 1 lei REsPLAN TYP. ERECTION BOLT 0: < TYPICAL 4' TOTAL >L, VERTICAL STIFFENER— EACH SIDE OF BEAM VARIES LU RE- STIFFENER If-FeNER 91-HECVLE DECK I N pp 1/2 BASE PLATE DETAIL 5 ON S5.2 4 TOTAL> 1 VA 10 [DETAIL 4 5! ► 0 5/4" - V-0' u STEEL — COL 4t•N RE. PLAN -, — PLATE WELD I NOTE, 5 THIS SHEET FOR I WELD SIZE SKEWED 13EAM DETAIL 0 1 VX4ARN FULL LENGTH —STEEL BEAM PLAN STEEL PLA Re. PLAN DETAIL 5 314' - 1'-0* DETAIL 25 5/4* - V-O' 1 [/2* METAL DECK STEEL BEAM RE, PLAN TYP H55 3X2XJ14 STEEL COLUMN RE: PLAN TYP. AS,-_ SHEAR CONNECTION TYP. A15 SLIP CRITICAL CONNECTION 11"2 ' METAL DECK STEEL BEAM Re. PLAN TYP P55 5X2XII4 STEEL COLUMN RE: PLAN TYP, AIS SHEAR COKKE-C [ON TYP. Air,'– SHEAR Z SKEWED 13EAM CONNECTION TYP. < zz —<TYP. 0 V) V < 1 lei REsPLAN TYP. ERECTION BOLT 0: < TYPICAL LLJ 2�2§ 11/2' METAL — 4 1/4 4 4 LU TOTAL 4 < 4 4 V 4 DECK N pp E ACH END 4 TOTAL> 1 VA 10 UJ 1/4 0 < 0 6 u _j QL 4 1/2' CONCRETE SLAB ON 19SVEO FOR. �1ETA L 0 WITH H-HP. -0 ( 2; 1 Er S LARN SPANS PARALLEL TO BEAM) TYP. SET D 06/02/04 25% 60 SET E 2WLOVO4 *5M V STIF I 10/1;2/04 PP,06RESS � TOTAL r A.11_1!ST-11_1E_.r�rR SCHEDULE DETAIL 3 ON 55.2 DETAIL 5 314' - 1'-0* DETAIL 25 5/4* - V-O' 1 [/2* METAL DECK STEEL BEAM RE, PLAN TYP H55 3X2XJ14 STEEL COLUMN RE: PLAN TYP. AS,-_ SHEAR CONNECTION TYP. A15 SLIP CRITICAL CONNECTION 11"2 ' METAL DECK STEEL BEAM Re. PLAN TYP P55 5X2XII4 STEEL COLUMN RE: PLAN TYP, AIS SHEAR COKKE-C [ON TYP. NOTE. SIMILAR f5 MIRROR IMAGE DE TAIL 3 3/4" - V-O• V 2 0 , Air,'– SHEAR Z SKEWED 13EAM CONNECTION TYP. < zz STEEL BEAM 0 V) V < 1 lei REsPLAN TYP. z 0: < Z LLJ 2�2§ 11/2' METAL — — LU DECK N pp 4 TOTAL> 1 SEAL UJ 1/4 0 < 0 6 u _j QL ._j 19SVEO FOR. 60 al/011041 PRD&RES5 SET D 06/02/04 25% 60 SET E 2WLOVO4 *5M V k 9�. F 10/1;2/04 PP,06RESS 5 & 11/05/04 RE00RECORD PM-JT SET " 12A3104 RECORD PERT SET I IA OATE O4105 /.\$TEEL PACKAGE LGX "I " IM V 2LAIX A51 -4 (>3/16/05 REPLAN MIN, 6" TOTAL SET J"2 TOP AN B OTTOM PL ATE BOTTOM 114 0* EACH FACE OF CHANNEL) TYP. EREC BOLT KEY PLAN 14 2 4" TOTAL DETAILS PROJECT No"' DA TE 6400 114 2. TOTAL 14 2 CHF61Xf? EW 1/4" PLATE HS SHEET Na. S7.2 OF 4 112" CONCRETE SLAB Typ.. 2' METAL DECK WITH W.WPI (AT SIMILAR DECK 5PAN5 PARALLEL TO BEAM) TYP STEEL COLUMN RE, PLAN WITH I /2' TOP PLATE ; i lo Yip (WHEN COLUMN TERMINTAE "o , AT BEAM 4X4XI14 WITH 1/2" PLATE) BASE 0 rf 4' TOTAII— 4 I FM AG NOTE. SIMILAR f5 MIRROR IMAGE DE TAIL 3 3/4" - V-O• V 2 0 , 3� Z z < zz U:s 0 V) V < 1 lei z < Z LLJ 2�2§ LU N pp SEAL UJ 0 0 < 0 6 u _j QL ._j 19SVEO FOR. 60 al/011041 PRD&RES5 SET D 06/02/04 25% 60 SET E 2WLOVO4 *5M V k 9�. F 10/1;2/04 PP,06RESS 5 & 11/05/04 RE00RECORD PM-JT SET " 12A3104 RECORD PERT SET I IA OATE O4105 /.\$TEEL PACKAGE i 2LAIX A51 -4 (>3/16/05 SET KEY PLAN BRACING DETAILS PROJECT No"' DA TE 6400 7-15-04 DRAdN BY CHF61Xf? EW TJm HS SHEET Na. S7.2 OF DETAIL 2A W4" - I'-0* yy a AI51_ SHEAR IIIELV 6OT1­1, CONNECTION SIDES OF /—STEEL COLUMN PLATE RE, PLAN CONCRETE WALL BENT PLATE 5/5" x 5 112 SHEAR— CONNEECTION STEEL COLUMN RE, PLAN I EMBEDMENT PLATE BY PRECA6TOR PLATE 1/2* X 4" X 1 —STEEL BEAM RE, PLAN TYP, AISC SHEAR CONNECTION DETAIL 5 1 112' • 1' -0 I DE ro -STEEL 601_1.MN RE, PLAN —PLATE W STEEL BE RE{ PLAN TYP, -4 1/2' CONCRETE SLAB ON 2 METAL DECK WITH F, TYR PLATE TYPE A 560) C, (m) CPI 1/2 x 6" 1/4 4 CP2 1/2* x 0" 1/4 5 rIP15 1/2 x to* 5/16 11 -P­ 112'X 14* ON 2* METAL DECK WITH KkI.F. TYP, 11 CPS SIB" X 14' SI6 -Y-201 BOTH OF PLATE EACH 51DE M STIFFEN DETAIL S C D 1 A Z PLATE 1/4' X 1/2 x 6" X Z-0 4 VELD BOTH 1/2 x 6" SIDES OF PLATE a PLATE 112" x 10 U1/li 4 1/2" CONCRETE SLAB STEEL EIE��P' Re, PLAN 112'X 14* ON 2* METAL DECK WITH KkI.F. TYP, A DA51! PLATE 1/2' AT I (4)-- 3/5" AT I�zl 3 ;T " a , ON 1/4* AT 1. XO dF 1/4 SIDES A T ` IV x 1 X 4 1/4' ON (2) DE5 AT 3/B" AT Qi 1/4' AT EMBEDMENT PLATE MECA5T CONCRETE SIB" AT Q BASE PLATE HOLDOUNS AT PRECAST LOCATION HOLVOVN TYPE 5_' 0.6/7 (D DE TAIL - 1 BASE PLATE HOLDOUNS AIME_C_�AT 114' L PLATE PZ' PLAN Az, 9TECI RE, F WELR E50T B SIDES OF PLAT All- SHEAR CONNEC TION PLATE TYPE A Z 5PI 1/2 x 6" V4 4 11.6/6 1/2 x 6" H.4/65 a , .4/7 .8 112" x 10 U1/li it K/q 112'X 14* 5/16 11 a/q.5 SIB" X 14' SI6 -Y-201 E/q 0/6 C,lq 0145 A.4NB5 g g , SIDES PA NAel 1-5/1B ckle`5 I I DE TAIL - 1 BASE PLATE HOLDOUNS AIME_C_�AT 114' L PLATE PZ' PLAN Az, 9TECI RE, F WELR E50T B SIDES OF PLAT All- SHEAR CONNEC TION PLATE TYPE A Z 5PI 1/2 x 6" V4 4 SI2 1/2 x 6" 1/4 a 5P3 112" x 10 5/16 it 5P4 112'X 14* 5/16 11 5* SIB" X 14' SI6 -Y-201 DETAIL 3 11TH V2 I TYP. . x 1 1 -0 . =NSTH PARTIAL PLAN 5ECTION 0 lf"2­ DETAIL 2 314--l'-O' Z FULL 5/16 L z ) FULL LENGTH 5/1 LENGTH 5 /, 0 0- < PL ATE 1/2" X q' X V-O' PLATE 1/2' x 4* < < X 1'-0* .9 z BOTH g g , SIDES OF 1/4 '7 SEAL PLATE 0 r STIFFENER EACH Slo < 0 STEEL BEAM OF BEAM RE STIFF r _NCR 5 'L E DETAIL 3 ON ' T ' Yp. RE. PLAN TYP. 5512 F.�iLED PORE N... DATE FROSPESS SET ----[!L COLUMN -I- 25% 60 SET E MOVO4 ". PLATE Pl=, PLAN F 1011204 PRO&RES SET TYP' DETAIL 4 5/4' - 1'-0" _!IECORP 1213/04 PARTIAL PLAN 5ECTION 0 lf"2­ DETAIL 2 314--l'-O' Z z L z ) <z R 0 0- < < < .9 z LLJ g g , SEAL Lu 0 r 0 < 0 F.�iLED PORE N... DATE FROSPESS SET _21/01,04 C, 09!0204 25% 60 SET E MOVO4 195M r' F 1011204 PRO&RES SET & 11/O3/04 PB;,.uT 5eT H _!IECORP 1213/04 RECORD PERMIT SET I OVI4105 /.\$TEEL PACKAGE 02AV05.1a \ A51 03!16!05 a A51 -7 L 04/05/051/a \RE PERMIT SET Key I_ BRACING DETAILS PROJECT N., DATE 6400 7-15-04 BY c14Ec'K_-o By TJM HS SHEET N, S7.3 OF PARTIAL PLAN 5ECTION 0 lf"2­ DETAIL 2 314--l'-O' Tar GP GGNCRETE OF PLANE DEAM CUT TYP, r3 REgPLAN MRETE RE, MAN CONCRETE 70P OP CONCRETE eal. r3 REgPLAN TOP OF RE, MAN CONCRETE - 10A 5F, E W-10" EAST OF GRID 5) 57A S,J stm. * 10 C , T n ; S_ CONCRETE BEAM OF PLA TYP. 70P CF CONCRETE TOP OF CONCRETE TOP OF CONCRETE j TO OF CONCRETE 51.1 TYP. , 1 Vrl TOP OF CONCRETE f5FRACE - 105 CV-4" EAST OF GRID 5) C16 RE, PI -AN I I REgPLAN Z RE, MAN ILAJ Z 2 z Ix 13 1 011 FM PLAN p TY P . RE, PLAN IQEe PLAIN N dt da: Re IIB .El MT OF PLANE \ —..,I CU OF PLANE � OUT OF PLANE MIA TOP CF CONCRETE * a Ts ' — Z. TOP OF CONCRETE TOP OF CONCRETE \ —TRANSFER llrl CUT OF PLANE 210'.0- `AM OUT TOP OF PL ANE CONCRETE SEAr-I OP ft f 2T— OP BEAM OP PL 190 - @° T- OF 15EAM OF PL. TOP OF CONCRETE BEAM OF PL (ON GRID 5) REPLAN 'PLAN Sim. !AM OUT PLANE Tyr.. 24� CONCRETE 5", 210 TOP OF CONCRETE TYP, REP ! TOP OR CONCRETE 5�ACE 505 (ON GRID 14) Rff:OMTAIL M ON 612 RE,PLAN Re. PLAN RE- PLAN BIRACE &0 (ON GRID 315) E�F� &2 (ON GRID S.5) TOP C GCNC ryp. v CONC TRANSFER CUT OF PLANE X 8 F,: A C E 50 (ON GRIDS 5 AND 1 )) RE. PLAN TOP OF CONCRETE A TYP. 5RACE 52 (to' EAST 0 GRlr-> 1) REtOETAIL 1 CV4 512 REPLAN E RE, PLAN —N TOP CF CONCRETE (ON GRID 2 AND 11) RM,DETAIL I ON 612 S". TOP OF CONCRETE (2' EA5T OF GRID 2 AND 2' WEST OF GRID 11) RS,0ETAIL I ON 612 CONCRETE (ON GRID 3) PM:DETAIL 4 ON $12 1 PE, PLAN� PEI FOP CF CONCRETE (ON GRID 11) Fte'OPTAIL 4 ON 612 REPLAN K_ TOP GF CONCRETE 5SACE 5aA (ON GRID 14) RE,DETAIL t2 ON 512 OUT MT ANS U�Q 0 I I re Z / JT_ ILAJ Z 2 z IE p TY P . RE, PLAN N dt da: Re M TEAL LU 0 ZQ < Z5 gj W, PLAN NO. DATE CO-lt-eW 01104/04 PROGRESS SET O 08!02/04 25% C.0 2EI E 04/01/04 X0 ke 11 r 106204 PmRo2e2RLEs6 SET pqeD MAN - HLI:2/04 FZEC,0FZ0 PEWIT SET H 12/13104 FZECORC, PErdl'T SET 1 _J_102AL65 01/14105 . 5TEEL PACK� IS _V3 k3� J�AS4 -4 10-M6105 11A ASf 01 }19 �S-p PERMI 5ET 6 I ?QZ PLAN 210'.0- `AM OUT TOP OF PL ANE CONCRETE SEAr-I OP ft f 2T— OP BEAM OP PL 190 - @° T- OF 15EAM OF PL. TOP OF CONCRETE BEAM OF PL (ON GRID 5) REPLAN 'PLAN Sim. !AM OUT PLANE Tyr.. 24� CONCRETE 5", 210 TOP OF CONCRETE TYP, REP ! TOP OR CONCRETE 5�ACE 505 (ON GRID 14) Rff:OMTAIL M ON 612 RE,PLAN Re. PLAN RE- PLAN BIRACE &0 (ON GRID 315) E�F� &2 (ON GRID S.5) TOP C GCNC ryp. v CONC TRANSFER CUT OF PLANE X 8 F,: A C E 50 (ON GRIDS 5 AND 1 )) RE. PLAN TOP OF CONCRETE A TYP. 5RACE 52 (to' EAST 0 GRlr-> 1) REtOETAIL 1 CV4 512 REPLAN E RE, PLAN —N TOP CF CONCRETE (ON GRID 2 AND 11) RM,DETAIL I ON 612 S". TOP OF CONCRETE (2' EA5T OF GRID 2 AND 2' WEST OF GRID 11) RS,0ETAIL I ON 612 CONCRETE (ON GRID 3) PM:DETAIL 4 ON $12 1 PE, PLAN� PEI FOP CF CONCRETE (ON GRID 11) Fte'OPTAIL 4 ON 612 REPLAN K_ TOP GF CONCRETE 5SACE 5aA (ON GRID 14) RE,DETAIL t2 ON 512 OUT MT ANS U�Q 0 I I re Z ILAJ Z 2 z Lij N dt da: Re M TEAL LU 0 ZQ < Z5 Isswu rm. NO. DATE CO-lt-eW 01104/04 PROGRESS SET O 08!02/04 25% C.0 2EI E 04/01/04 15%e 7=' r 106204 PmRo2e2RLEs6 SET C, - HLI:2/04 FZEC,0FZ0 PEWIT SET H 12/13104 FZECORC, PErdl'T SET 1 _J_102AL65 01/14105 . 5TEEL PACK� J�AS4 -4 10-M6105 11A ASf 01 'W051,55 �S-p PERMI 5ET KEY PLAN BRACES 6400 7-15-04 DRAPN BY GfEGKED BY T)M HS SHEET Ns, OF REPLAN RE PLAN PLAN Fl=,I. -AN {- RE,PLAN C RE PLAN efRACE (ON GRID l!I) 0 5RACE 1814 (ON GRID 14) e RE. PLAN To'- 0 CONCF TYP. * M2 1 , CGNCP elm. 70P G CONC * k T r E F ACE 10B (ON GRID 14) K9,DffTA(L I ON 612 RE• PLAN , �PLAN RE, PL t S FRA C E 12.4 (ON GRID 11) AE,09TAIL I ON 612 RE: PLAN L RE, PLAN 3 ',; " T " I RE, PLAN > CONCRE TE TOP Z TOP c'- 5 FRA C E & E3 CONCRETE (ON GRID 14) REAETAIL I ON 913 << 6 12.4 0E 12 5 (ON GRID 11) IL RE:DETAIL 13 ON 902 RE: PLAN L RE, PLAN 3 ',; " T " I RE, PLAN > CONCRE TE TOP Z CON REM 5 FRA C E & E3 OZ Z :r (ON GRID 14) REAETAIL I ON 913 << 4 / RE: PLAN IL 12 $1.1111 51 TYP, RE, PLAN Lu TOP OP CONCRETE N W.: pC * T '.F"MTE 5fRACE 14 (ON GRID 20 PLAN 220'-0' GP CCt4CRMTl! (ON GRIDS 15 AND 21) RE,DETAIL ON I ON 512 E3 1�A C F= & C (ON GRID 14) RE,DETAIL I ON SIJ "E' 'A,, TOP OF CCSICIRETE E3 FRA C E & E) (ON GRID 11) RZOSTAIL I ON 612 Sim. Sim. TOP OF CONCRETE Typ 5 30•_0` CONC R ETE olm TOR' OR CONCRETE RE, PLAN 230'•0- F Tcq- cr C,ONCRETS StRACE &E (ON GRI 11) RE,DETAIL I ON 612 RE: PLAN TOP OF CONCRETE E3 f;,D,4 C E 10A (ON GRID 10 RE, PLAN T OP TOP Z CON REM 5 FRA C E & E3 OZ Z :r (ON GRID 14) REAETAIL I ON 913 << 4 / RE: PLAN z -4 TOP OF CCNORETE E3 1�A C F= & C (ON GRID 14) RE,DETAIL I ON SIJ "E' 'A,, TOP OF CCSICIRETE E3 FRA C E & E) (ON GRID 11) RZOSTAIL I ON 612 Sim. Sim. TOP OF CONCRETE Typ 5 30•_0` CONC R ETE olm TOR' OR CONCRETE RE, PLAN 230'•0- F Tcq- cr C,ONCRETS StRACE &E (ON GRI 11) RE,DETAIL I ON 612 RE: PLAN TOP OF CONCRETE E3 f;,D,4 C E 10A (ON GRID 10 RE, PLAN TOP Z CON REM E3 f;P,,4 C E 2 (ON GRID 10 AND 21) FRE:C>ETAIL I ON $12 Tyf CONC CONC ttp' :BETE WETE SIM. RE, PLAN RE, PLAN TOP OF 6 12,4 C E & A (ON GRID 11) MEOVAIL I ON 613 11 N S RA C E 18B (ON GRID 1a) (ON GRID 14) 5FRACE IaC (ON GRID I&) (ON GRID 115) Z OZ Z :r << z Lu N W.: pC SFAL LU F- 0 M 0 < 0 j CL- DATE GOMMMMENT 01/01/041 PR06RE55 0 0 O&A92104 25% CO SET E 0 155M F 10 A2104 PR06RE56 SET _ 11/05/04 RECORD PM41T SET 12 RECORD PERT SET I 01/14J05 /2\STFEL PACKA&E 02AI/05 x AN -4 oNlexm CW05105 /> \ReOSEO PERMIT ET Key ALAN BRACES PROJECIT M. DATS 6400 7-15-04 C4?AKN BY TJM CHECKED EH HS SHEET No, SM b or S RA C E 18B (ON GRID 1a) (ON GRID 14) 5FRACE IaC (ON GRID I&) (ON GRID 115) 0 TOP CF CONCRETE TOP OF CONCRETE TRANSFER TO PRECA6 SEE PRECAST ORAJAW36 Typ. CP iOP OF * W0' -0" TOP TRANSFER TO PRECAS SEE PRECAST DFAUM TOP OF CONCRETE elm. TOP CONCRETE TRANSFER TO PRECAST SEE PRECAST ORAU)W.4 5f2ACE (ON GRID 6) Re-PLAN IIB RE, PLAN 3Q a IM CUT OF PLANE 092ZIM. 5f;P,14GE - 105 (ON GRID 9) E5 f;,:,4 G E - 1 2 (ON GRID ro) RE. 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PLAN CONCRETE TYP. 57,1 12 57.1 RE PLAN Tor- CONCRETE 5FRACE 2S (ON GRID L) aim 5RACE 31 (ON GRID F) BASE PLATE SCHEDULE PLATE -1N COLUMN PLATE SKETCH ::TY:FP"E: PLATE SIZE II I2 cl TPRU C& NOTES I- X 1' -2" X q ' XTERIOR CIOLL"N WITH (4)-3/4' m X 10* ON FO(940ATION ANCHOR OOLTS 1 WALL ONLY I STEEL eAk5E PLATE EXTERIOR coLvHN WITH (4)-5/4' m X 10 ON FOUNDATION T�4fRU 4 4 ANCHOR BOLTS WAIL ONLY 4 1/2' 1. _ I— 4- - 1 1/2* 2 1/2 2 V2" r IF- C, V STEEL BASE PL I � WITH C4) -3l4' ON FokR40ATION HALL, ONLY ANCHOR BOLTS BASE PLATE &e- COLUMN PLATE NOTES PLATE SKETC44 51ZE TYPE Cl G2 1 1/2* X 1' -O" X 1 ' -0 ' WITH (4)-3/4 9 x to* AWHOfZ BOLTS G G4 1 112 x 0-2" X V-2' WI )< TH �4)-5/4 & X 10 C ,-E� ANCHOR. OOLTS 21, , ;'"4 211- - 4 . ALTERNATE BASE PLATE FOR WALL STEP ON FOUNDATION kl,,-,LL, -Ell 3/4 x HITH 10 ' T& 1bX10 LL— INTEFRIOF WALL METAL &TUC:) 5G14EDULE WALL i4E16sHT 5TUD5 AND 5PACIN6z NOTES DOUBLE STUD HEIGHT LESS THAN 10--6" 25 GAGE AT 24" EACH OPENINO DOUBLE STUD HEIGHT HIGHER THAN 10'-6" 25 GAGE AT 16 " EACH OPENINO HEIGHT LESS THAN 12'-0" HEIGHT HIGHER THAN 12'-0" 25 OA&E AT 12" DOUBLE STUD HEIGHT LESS THAN 15'-2" EACH OPENING DOUBLE STUD HEIGHT HIGHER T 2" 20 OAOE AT 16" EACH OPENINO HEiOHT LESS THAN 16'-0" NOTES: 1. METAL STUD PROPERTIES 0 GAGE STUD 5min = 301 In Imin = 2,316 A 5 5/b tro GAGE STUD 5min = 24 In )min = .454 In 2, INTERIOR FIREPLACE WALL SHALL BE FRAMED WITH IS SASE STUDS AT 16" FOR A HEiOHT LESS THAN 12'-0", FOR A HEIGHT GREATER THAN 12'-0", je> GAGE STUDS AT I&" SHALL BE USED NOTES : —1 1. METAL STUD AND TRACK PROPERTIES 10 GAGE STUD 5min = -7-72 M5 Imin = 2.316 i 4 2. AC61HISSORIE5 - PROVIDE ALL S5ORIES INCLUDINC BUT NOT NECESSARILY LIMITED To, TRACK5,5LIP5, NEB 5TIFFENER5, ANCHORS, FA5TENINC7 DEVICES, RE51LIENT CLIPS, AND OTHER ACCESSORIES REGUIREV COMPLETE AND PROPER INSTALLATION, AND AS REcOMIAENDEP BY MANUFACTURER FOR THE STEEL MEMBERS USED. 3. FA5TENIN& OF CompONENT5 SHALL BE WITH SELF - DRILLING S OR WELDING. 5 OR I-EL05 SHALL BE OF SUFFICIENT SIZE To INSURE THE 5TPEWTH OF THE (�OKNECTION ALL WELL-5 OF &ALVAN STEEL SHALL BE TOUCHED UP WITH A ZING-RICH PAINT ALL WELDS OF CARBON SHEET STEEL SHALL BE IZED TOUCHED-UP WITH PAINT. 4. A 6* - 18, GAGE TRACK (CONTINUOUS) SHALL BE THE mjNImW HEADER AT ALL OPENINGS. 5. AT ALL FLOOR TO CEILIN& STUD WALLS, ATTACHE TO THE STRUCTURAL FLOOR AND ROF MEME3ERS, A 2" DEEP TOP TRACK SHALL BE INSTALLED. THE D TOP OF THE 5TLV5 SHALL ALLOW FORT LOOR STRUCTURE DEFLECTIONS OF UP TO 3 / 4 "- STONE VENEER SUPPORT STEEL LINTEL 5C4 4E-D-L!L-E