The URL can be used to link to this page

Home My WebLink AboutB04-0252 Plans Structural full sizeFA V) 0 0 co co 0 no < I <oz FOOTING 5CHf= TYPE 51ZE REINFORCEMENT d. 4, -0" X 4'-0" X 1-2" (4)-#6 EACH "AY X 5'-0" X 1'-4" 5)-W7 EACH WAY (5 ) ,I o X & . -O H X I.-loll (6)-#"7 EACH kslAY 6 1 -6 1, X X 1.-10 " (7)-#7 EACH NAY - 7'-0" X 7 X 2'-0" (r3)-#7 EACH WAY �� e>l-O" X e>'-0 X 2 (7)-#5 EACH WAY cf'-O" X q -O" X 2'-6" (G) - #8 EACH WAY 0 10'-0" X 10'-0" X 2'-6 " (e) -#q EACH WAY (D I III-0 X III-0 X 2'-10" (!O) - #C! EACH HAY 12'-0" X 12'-0" X 3 (12)-#q EACH kqAY 12'-e>" X 12"-fo" X 3'-2" (15)-#q EACH 1 16 X W-0 X (16)-#q EACH WAY 15'-0" X 15'-0" X 4'-4" 1 EACH WAY FOUNDATION NOTEe 1. DATUM ELEVATION 100'-0" EQUALS 5100'-O" U.5.0.5. ACTUAL ELEVATION. 2. (XXX'-X "] INDICATES TOP OF FOUNDATION WALL ELEVATION. 5. (XX><'-X") INDICATES TOP OF FOOTING ELEVATION. 4. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN ON ARCHITECTURAL GARAGE FLOOR PLANS. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 100 FT 5. CONTRACTOR SHALL FOLLOW ALL REOUIREMENT5 LISTED IN SOILS REPORT. 0. FLOOR ELEVATIONS SHOWN ARE AT TOP OF FLOOR SLAB. 7. BOTTOM OF FOOTING ELEVATIONS 51-10k4N ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANOE5 ",TH STRUCTURAL ENGINEER. e, PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR NATURAL .GRADE AS OUTLINED IN SOILS REPORT. q. UNLESS OTHFRIrslI5F NOTED - ALL SLABS -ON -GRADE ARE 5" THICK REINFORCED WITH &X& Pq2.IXPq2.I W.W.F. 10. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DF;ZAJ^IIN&5. 11. CENTER FOOTIN05 UNDER HALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 12. OVERLAPPING FOOTINGS FOR COLUMNS SHALL BE REINFORCED AT THE TOP WITH #7 AT 1'-0" EACH kqA*r. 13. PRECA5TER TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS OF BLOC<OUT5 WITH MECHANICAL DRAWINGS. 14. EXTERIOR PRECAST CONCRETE FOUNDATION WALLS TO BE DESI FOR VERTICAL GRAVITY LOADS FROM BUILDING COLUMNS ABOVE AND LATERAL EARTH PRE55URF. TYPICAL COLUMN LOAD = 100 KIPS. LATERAL EARTH PRESSURE = 50 PCF. REFER TO FOUNDATION PLAN FOR WALL HEIeHT5. 15. INDICATES PRECAST CONCRETE FOUNDATION WALL. 16. REFER TO ARC P, AR CHITECTURAL PRANIN05 FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. 17. THE SOILS ENOINEER5HALL OBSERVE THE SOILS DURING THE FOUNDATION EXCAVATION TO VERIFY THE SOIL BEARING CAPACITY OF 500OP5F FOR FOOTINC-3 EXCEEDING I& FT? IN SIZE. G 0 oM I � 130 FOUNDATION f=LAN IV I/lel = 1 1- 0 1. I 1 �7 TOP SLAE FA j Uo 8 Z oe d. cis Lu Z o C) U 00 Z < Z Z LO u < 0 LLJ Z) C7 0 u N co 0 LL U r*4 Cs (:? Co X M 01 ui - 0 z Z)aa > 0 CJ I F- 5FAL NALU Igo es ST uj 0 < N 0 u < nnj > CLW mmmi 155UEP FOR-. No. I DATE COMMENT 107/01/04 PRO&RE55 5ET D 08/02/04 25% 00 SET E OR /01/04 155UE'E' F 10/12/04 ISSUE 'F' ry IIA5104 RECORD PERMIT SET H 112/13/04 RECORD PERMIT SET 1 01/14/05 2 STEEL PACKAGE 1 02/11/05 s A51 #4 03/16/05 4 ASI Wi L 04/05/05 /!s\REVISED PERMIT 5ET <EY FL Lai LEVEL (138 FOUNDATION PLAN PROJECT No. DATE 6400 3-01-04 DRAWN BY (:,HE6<E0 BY Tim HS SHEET No, SZ.Oa OF 3 0 m 0 N 0 0 S ,i m ¢az FCCT[Nr-z 5C HEDULE TYPE SIZE REINFORCEMENT LLj }— 4' -0" X 4' -0" X 1' -2" (4) - #6 EACH WAY � A 5' -0" X 5' -0" X 1' -4" (5) -#7 EACH HAY Q M �'' X h' -O" X 1' -I0" (b) -# 7 EACH WAY X 6' -6" X 1" -I0" (7) - #7 EACH NAY i 7' -0" X 7' -0" X 2' -0" (8) -#7 EACH WRY 'LJ 8' -0" X 8' -0" X 2' -2" (7) - #8 EACH WAY 9 q' -O" X q' -O" X 2' -6" N) - #8 EACH WAY G tQ' -O" X 10' -O" X 2-6 "tQ -Q" ?C IG7' -O" X 2-6" (&) -#q EACH WAY ( J )_ 11' -O" X III-O" X 2' -10 (10) - #q EACH WAY (fG) 12' -0" X 12' -0" X 3' -1" (12) - #q EACH WAY } 12' -6" X 12"-&"X 12' -h" X 5' -2" CI3) -#q EACH WAY BOTTOM OF FOOTING ELEVATIONS SHAWN ARE MAXIMUMS AND 16' -0" X 16' -O" X 3' -6" (16) - #q EACH WAY (N) 18' -O" X 18' -Q" X 4' -4" (If3) - #II EACH WAY FOUNDATION NOTES. i. DATUM ELEVATION 100' -0" EQUAL5 8100' -O" U.5.0.5. ACTUAL ELEVATION. 2. [XXX' -X "] INDICATES TOP OF FOUNDATION MALL ELEVATION. 3. (XXX' -X ") INDICATES TOP OF FOOTING ELEVATION. 4. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN ON ARCHITECTURAL GARAGE FLOOR PLA NS. MAXIMUM SIZE OF 1 1 oe -q" 14' - x - _ -�_ - J tA UQ EACH AREA SHALL NOT EXCEED 100 FT Z v c LLj }— Z 0 5. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS 4 Q M �'' / 3 \ r to Q C� Ln REPORT. i y 0 1 5 ' = �+ Lu {� < F C csi ``i WALL 6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF FLOOR SLAB. L cO Q Z V _ r V me STEP Lai 7. BOTTOM OF FOOTING ELEVATIONS SHAWN ARE MAXIMUMS AND - en G © CO M — — -T- Q MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY ° tj [ >0 a < t L CHANGES WITH STRUCTURAL ENGINEER. Ln [ l mot' N LW d 0 8 �cko �f' G. w 3 n Z 8. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR > 0 tJl [ c L 5EAL §AP � � I AL Ile [ Z4 g. NATURAL GRADE AS OUTLINED IN 50ILS REPORT. Hae!�� [ LIJ F� 0 0 0 N Q V > CL .J q. UNLESS OTHERWISE NOTED - ALL SLABS- ON -OP-ADE ARE 5" THICK 155UED FOR: No. DATE COMMENT 0 1/01/04 PROC--RE55 SET D 08/02/04 25% CO SET REINFORCED WITH 6X6 W2.IXW2.I W.W.F. Oq/01/04 ISSUE 'E' F 10/12/04 WAIL r [ RECORD PERMIT SET H 12/13104 RECORD PERMIT SET d 0II14 /05 z STEEL PACKAGE STEP ' [ I 10. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS .c A51 #7 L ( Z 5 EVISED PERMIT SET WITH ARCHITECTURAL DRAWINC,5. [ 11. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON FOUNDATION PLAN. ( I ( a KEY PLAN 12. FOOTINGS FOR SHALL REINFORCED AT LEVEL (138 FOUNDATION PLAN PROJECT No. PATE 6400 3 -01 -04 DRAWN BY CHECKED BY Tim HS OVERLAPPING COLUMNS BE 22 0 b OF THE TOP WITH #7 AT 1' -0" EACH WAY. 13. PRECA5TER TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS OF BLOCKOUT5 WITH MECHANICAL DRAWINGS. - 14. EXTERIOR PRECAST CONCRETE FOUNDATION MALLS 70 BE DESIGNED (} [ FOR VERTICAL GRAVITY LOADS FROM BUILDING COLUMNS ABOVE AND LATERAL EARTH PRESSURE. TYPICAL COLUMN LOAD = 100 KIPS. LATERAL _ [ i 'I EARTH PRESSURE = 50 PCF. REFER TO FOUNDATION PLAN FOR WALL [ WALL HEIGHTS. x'i ( STEP 15. INDICATES PRECAST CONCRETE FOUNDATION WALL. i [ 16. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS U AND LANDING SLAB ELEVATIONS. i 1 17. THE SOILS ENGINEER SHALL OBSERVE THE SOILS DURING THE FOUNDATION 4 [ ' EXCAVATION TO VERIFY THE SOIL BEARING CAPACITY OF 5000P5F FOR ( FOOTINGS EXCEEDING I& FT? IN SIZE. tA UQ 8 8 Z v c LLj }— Z 0 a o ON LLI U r z CQ Q M �'' r to Q C� Ln ([ � fir! - -0. tv y 0 1 5 ' = �+ Lu {� < F C csi ``i W U m � 7 ui .-. Q L L cO Q Z V _ r V me Lai Q en G © CO M Q ° tj I all >0 a < t L U L Ln mot' N LW d 0 8 �cko �f' G. w 3 n Z > 0 tJl [ c L 5EAL §AP � � I AL Ile Z4 g. " ? Hae!�� LIJ F� 0 0 0 N Q V > CL .J 155UED FOR: No. DATE COMMENT 0 1/01/04 PROC--RE55 SET D 08/02/04 25% CO SET E Oq/01/04 ISSUE 'E' F 10/12/04 1551)E 'F` r 11/15/04 RECORD PERMIT SET H 12/13104 RECORD PERMIT SET f 0II14 /05 z STEEL PACKAGE J 02/11/05 A51 #4 05/16/05 .c A51 #7 L 04/05/05 Z 5 EVISED PERMIT SET KEY PLAN Ex LEVEL (138 FOUNDATION PLAN PROJECT No. PATE 6400 3 -01 -04 DRAWN BY CHECKED BY Tim HS SHEET No. 22 0 b OF 0 a N N O 0 .r 0 0 a % 1 m O � Q O I % O S � Q PRE CAST NOTES: I. PRECAST COLUMNS SHALL BE 24 "X 24" UNLESS OTHERWISE NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE COORDINATED 1411TH MECHANICAL ENGINEER. 3. EDOE5 OF DT PLANKS SHALL HAVE EMBED PLATES AT 2' -0" O.G. AT ALL GORE WALLS FOR SHEAR CONNECTION TO GORES. SEE APPLICABLE SECTIONS. 4. ALL PRECAST FLOORS SHALL HAVE 3 1/2" MINIMUM THICKNESS TOPPING AT DOUBLE TEE LEG BEARING AND 2" MINIMUM AT MID5PAN. WATERPROOFINO SHALL BE APPLIED PER ARCHITECTURAL DRAWINGS. REINFORCEMENT OF TOPPINe SHALL BE 6X6 1 W.W.F. AT ALL FLOORS. CONCRETE WEAR SURFACE ABOVE WATERPROOFING 5. SLOPES OF PARKING AREAS, STORAGE AND WALKWAYS SHALL BE PROVIDED 13Y SLOPING DT - PLANKS AND PRECAST BEAMS. 6. I INDICATES TOP OF CONCRETE TOPPING SLAB ELEVATIONS UNLESS OTHERWISE NOTED. - 1. XXk INDICATES 'SERVICE DEAD LOADS XX� INDICATES SERVICE LIVE LOADS. LIVE LOADS ARE REDUCED PER I.B.G. 8. E INDICATES STEEL COLUMNS "UP ONLY" FROM THIS LEVEL UNLESS NOTED OTHERWISE. a. [XXX' -XX "] INDICATES TOP OF FOUNDATION WALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION 100' -0" EQUALS ACTUAL ELEVATION €f100' -O ". 11. LIVE LOAD = 50 PSF UNLESS NOTED OTHERWISE. 12. INDICATES AREAS W1TH LIVE LOAD AS NOTED. 13. El INDICATES PRECAST COLUMN. 14. INDICATES PRECAST FOUNDATION WALL. L 15. XXk E INDICATES 5ER.VIGE 5EI5MIG LOADS. 1 DREG ,45T 5UPERIMPO &ED LOADING LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN Fl 150 P5F 125 PSF OR PSF r f '75 PSF 125 P5F� OR H5 -20 Cro P3 2200 PSF 100 PSF~ C8 F4 O PSF 100 PSF - }� 50 PSF 100 PSF - Pj 350 PSF 100 PSF P q50 PSF 100 PSF P45 0 PSF 125 PSF 1 P9 Q PSF 50 PSF �? vvv F l o 440 PSF 100 PSF & P l l 110 PSF 100 PSF - -� d' i d' m f �0 Ul • MARK COLUMN SIZE C1 HSS 4X4XI14 C2 H55 4X4X318 G3 HSS 4X4X1/2 C4 HSS 6X&X114 C5 H55 6X6X318 Cro HSS 6X6X112 C't H55 8X,5X31e� C8 HSS f3X8X I12 C3 H55 2iXt.'�X5 /g G1ra HSS IOXIOX112 C 11 H55 I OX 10X518 C12 HSS 12XI2X516 C13 H5S 12XSX5 18 TOP OF STEEL ELEVATION SCHEDULE G --N Q d' (D fl d' d' N �s fi} 53.1 C _ _ _ ------ �r 0 t (D-- __s 14' -0" 1 14" -O" ! ?' - I I ! E i I U 4 I 53.2 oe ! t f 1 f f r i f i i I \ Gr� 1 1 Ile" - 1' -0" I T� to*) ce 0 LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN F1 150 PSF 125 PSF uj H55 &XroXI14 C5 OR 1-15-20 Z F2 - 75 PSF 125 PSF cef HSS aXe>XI12 C OR 1-15-20 U co 2200 PSF 100 PSF C12 F4 0 PSF 100 PSF Z F5 50 PSF 100 PSF z < Ln 550 F 100 PSF U--j co E a q50 PSF 100 PSF 0 0 PSF 125 PSF F=>Ib 0 PSF 50 PSF V) u 0 1 43S ez 440 P5F 100 P5F CO Q 0 00 0 7 -! 0!$ Ch tn tO IRT ,0 9; - > v ° co < LL. 8 I X CIS 0 co uj N 00 C� SIN LLJ , ; z f z c i C! O O 0 0 M 0 Q 03 <0Z /I? =::: A" FRECA6T SUPEFRIMP06ED LOADING LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN F1 150 PSF 125 PSF C4 H55 &XroXI14 C5 OR 1-15-20 C& F2 - 75 PSF 125 PSF cef HSS aXe>XI12 C OR 1-15-20 CIO F3 2200 PSF 100 PSF C12 F4 0 PSF 100 PSF F5 50 PSF 100 PSF 04/05/05 F& 550 F 100 PSF 5ET P q50 PSF 100 PSF F>a 0 PSF 125 PSF F=>Ib 0 PSF 50 PSF -V V \7 \7 \7 V F10 440 P5F 100 P5F F=11 11 0 PSF 100 PSF MARK COLUMN SIZE cl HSS 4X4XI/4 C2 H55 4X4X51,D C3 HS5 4X4XI12 C4 H55 &XroXI14 C5 H55 &X&X518 C& HSS &X&XI12 C HSS SX8X518 cef HSS aXe>XI12 C HSS,5XaX5/8 CIO HSS IOXIOXII:2 all H55 IOXIOX518 C12 HSS 12XI2X518 C13 H55 12X8X51e> Tn;= n;= ATP;=1 r=1 1=\/AT1nNJ �e 11 P 1\/XXX v �X POk DLJ X.\,>\1 Nx X AXXXXX , XX,X/AV\ xxji 1150k LLI yj\ 7X X X < Y� I < - 7 1 24 X\ 1 PILASTER / x X, /X\ 14' - Q„ 14,_0„ N.�J - - - - - � - - �J�� - � � � \ �\� _ /X\/x 1910k L X/ \ � � \ _ � _�_�.__ _... __ _� -____ r t - F __ -.__ -- --- _ .. - � ® - T r F v X rixx UP� C/ C/ 1 1 If W x 'A 7 01 , 7 V 5k/ 1 1 k -L 2SE�_Dl __L!>5 Dl! �_. U _� 71 y zux 0 > </ X 11-K LL t, i r� 2 �k - 7 X/ / I I >< /> < �(T ti Gk�L N /`� . !, i � I � �"�' t < 0, 0XI x 40k I DLI cl UP 1 t - - - �_ 4 _ \Z 77 ><\ x < x x/ x >< x >< >< X >r, ✓ x Ix X / I < A \ x Z Z /X \ N 45 D - W 55k DLI 40 LL y.v - E- 30 PILASTER / / 6 P, UP A w IX x N\I A, /X\ / OP OF > Q�L -x/ J50--o- -1 - w >< 5LAE -Ohl -GRADE �e k D 5 <W 14< < < x xv, 77=7 A A\x j ok 7 X/ v x K !� � i X � X < X X /X� 7 V / ,. , / x x X ><, "'\/' \>// <, I < v v v v 12 12 X v /X X/ V ,t x PRE > x, /, " /\ 'XI 7 X N \X/ A. 711 - - - - - - K X � \Dl.-' S; \7 7 7 1 7 7 v >\ < 7 77 A n�,x, A 7 V '7 7 0 1� OP OF K X • </ >< ,/ 7 �7 %Z 7 '�7 - - 1 1 1 X, A I , \�/x,. \\ 1\ V </XX 4 V \ i ' `X��, �. 1 \ I`t. � 7 \7 V 7 `7 \7 `7 V �7 \7 \7 >( Z x K x / x X 77�77 4-v7,-,,,iv V v v *ZAIN— 7 7�7 741/11 -v v/ IV - \v v • 7 \7 7 7 \ 40PN60 W- V \7 Z OL; � (� r� 3 � � � 3 � z K - — - — - — � `77 v v i, tt � � - V \7 V V \7 x v ' \IV, I V 1 7 V V I V 7TOF1 7 U) T z , - -- - t�- -- r - vz V - — - — - — - v \y 7 ��7 V V /V/ V '-N 7 V 7 V'7/, '7 -7 V7 I . I \ , "' / p F v 7 I � it „ 7 N7,1 v A5 1,10 L-* 10 v —,7 --7 1�7 �� V v j X �7 `7 V V v,,7 54. .A5 1 � - 7 / -v- , -- -I- r — OJ V7 V \/7L� O EVEL 1.4<:3 I N,r-:; - 7 F F L A N, - v V '��7 �T p 6�; V IV// ry I T , Q v RE AST V , 9� N "ALL UP ONLY 77, - 7 - — — = 7 V L �t , \ 4: a _ C V V V V \7 7 7 v V V v v 7 ii V Iv 7 -7 7 1 V 4'7'- \7 `7 7 V V 7 7 1:7 "' v \7 v `7 7 lt • 155UE0 FOR; No. DAT 3-01-04 0 PROC-RE55 5ET D DS/Q2/04 25A5 GD SET E Oq/01/04 155UE 'E' F 10/I21Q4 ISSUE 'F' 6 11/15/04 RECORD PERMIT SET H 12/13104 RECORD PERMIT SET 1 01/14/05 z STEEL PACKAGE 05/167/05 4L A51 #1 L 04/05/05 /-,\REVISED PERMIT 5ET r:21 Aid PROJECT No. DATE 6400 3-01-04 DRAHN BY C-HECKEE? BY Tim HS SHEET No. S261 b OF W, O O O O 00 < I Q 00 <0z FAI PRECAST COLUMNS SHALL BE 24"X 24" UNLESS OTHERWISE NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE COOK MECHANICAL ENGINEER. 5. EDOE5 OF DT PLANKS SHALL HAVE EMBED FLATE5 AT 2'-0" O.C. AT ALL CORE WALLS FOR SHEAR CONNECTION TO CORE5, SEE APPLICABLE SECTIONS. 4, ALL PRECAST FLOORS SHAL HAVE 3 112" MINIMUM THICKNESS TOP DOUBLE TEE LEO BEARING AND 2" MINIMUM AT MIDSPAN. P4ATERPr- APPLIED PER ARCHITECTURAL DRANINC-75. REINFORCEMENT OF TOf &Xrb ks12.IXPq2.I N.N.F. AT ALL FLOORS. CONCRETE NEAR SURFACE o 5. SLOPES OF PARKINO AREAS, STORAOF AND V4ALKk4Ar'5SHALL BE BY SLOPI OT - PLANKS AND PRECAST BEAMS. 6. lak - INDICATES TOP OF CONCRETE TOPPING SLAB ELEVATIO1 INDICATES SERVICE DEAD LOADS -7. \I INDICATES SERVICE LIVE LOA05. LIVE LOADS ARE REDUCED PER I.B.C. 8- ■ INDICATES STEEL COLUMNS "UP ONLY" FROM THIS LEVEL UNLES! q. [xxx INDICATES TOP OF FOUNDATION HALL ELEVATION UNLEE: 10. DATUM ELEVATION 100'-0" EOUALS ACTUAL ELEVATION eflOO'-O". 11. LIVE LOAD = 50 P5F UNLESS NOTED OTHERWISE. 13. INDICATES PRECAST COLUMN. 14 INDICATES PRECAST FOUNDATION HALL. 15. -fXXk El----- INDICATES SERVICE 5E15t LOADS. PRECAST SUPEFRIMP06ED LOADING-,; LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN f 150 PSF 125 PSF OR HS-20 H55 4X4XI/2 G4 - 75 PSF 125 PSF OR HS-20 H5S rbX&X515 C6 2200 P5F 100 p5F H55 8Xe5X518 P4 0 P5F 100 P5F I H55 8X8X518 P5 50 P5F 100 P5F H55 IOXIOX51e> C12 Pao 550 PSF 100 P5F r) q50 P5F 100 P5F < M r- 0 < 0 P5F 125 P5F 0 P5F 50 P5F K v v v en %0 440 P5F 100 P5F `z �-� �- I F 110 PSF 100 PSI` Vl COLUMN 5CHEDULE MARK COLUMN 51ZE CI HSS 4X4XI14 G 2 H55 4X4X3 l8 C3 H55 4X4XI/2 G4 HSS &X&X114 C5 H5S rbX&X515 C6 HSS 6X&XI12 C"I H55 8Xe5X518 ca$ H5S SX8X112 Cla I H55 8X8X518 CIO H5S IOXIOX112 Cli H55 IOXIOX51e> C12 HSS 12X12X5/8 C13 H55 12X8X518 5TEEL FRAI NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL "EIGHT CONCRETE ON 2" - 20 &A. METAL PECK. MINIMUM COMPOSI SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 in4 Sx = .360 (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)-CONTINUOUS SPANS) A ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED KITH &X& I N.N.F. ALL 5" SLAB ON METAL DECK SHALL BE REINFORCED KITH 4 2. ALL BEAMS SHAL HAVE 3/4'" IP X 3 1/2" HEADED ANCHOR 5TUD5 5PA<:,EP 1'-0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. 0 INDICATES TUBE STEEL COLUMN DOkqN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER PO 5. j XXk CALI INDICATES 5TRUCTURAL COLUMN OR BEAM LOADS. LOADS XXk LL UNFACTORED SERVICE LOADS. CI LOADS SHALL BE 50k D UNLESS NOTED OTHERWISE. 6. ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUI UNLESS NOTED OTHER-1^115E. - 7. ^, INDICATES BRACE TYPE. INDICATES DIAGONAL BRACE q. INDICATES EXTERIOR ROOF PATIO OR PECK. 10. --FX><k F SERVICE 5E15MIC, LOAD5. 11. 0PX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 12. 5PX INDICATES 5PLICE PL ATE TYPE. SEE DETAIL 2 ON 5 AREA OF TRASH COMPACTOR (WEIGHT = 20k). 14. AREA OF V* CONCRETE SLAB ON 0 &A. METAL DECK NI #6 AT a" EACH NAY. 5FEAt-I REACTION SCHEDULE BEAM51ZE BEAM END REACTION k 45XI5 45X21 45X51 kq[OX12 NIOXIq Pql2X14 412XI6 "1:2XIq k412X22 H12X26 M all 412X50 "12X55 N12X40 412X45 NI&X2& kq16X5► "I6X5& "1&X40 --K ( k4l4bX45 H1&X5 418X35 k415X40 4I8X46 "18X50 kq18x60 I^I18X65 1 NOX k421X50 H24X55 "24X62 Vq24X K NOTE. BEAM ENO REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. LEVEL F FR 4 t** I N r-==-z F=L 4 N IA5 1. tn Uo zw Z N M all LLJ Z co < Z Z < Ln tv 0 u 0 0 c: u 0 0 fl� q� < C 00 u LLJ u -2 r) Zy M Ln < M r- 0 < Z it < w Qa 00 ,,4 LAJ LLJ 1ii LLJ -i Gi en %0 (:) v- cy) 00 4 . 1 0 .5 cri cra Vl > U 0 > < LL U I Lim 19 coo U-i Z SEAL NA L 0 4 1 0 ' N, uj F� (D 0 < 0 0 V > CL 155UEP FOR: No. DATE COMMEN 0'7/01/04 PRO ORE55 5ET D 08/02/04 25% 00 SET E Oq/01/04 155UE'E' F 10/12/04 ISSUE ' F' ry 11/15/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 /3\5TEEL PACKAGE 1 02/11/05 5 A51 #4 O3 /16 JO5Z A51 # L 04/05/05 /5 \PEVISE0 PERMIT SET <E PLAN Ltsj LEVEL (160 FRAMING PLAN PROJECT No. N DATE 6400 3-01-04 OP,APqN BY CHECKED BY Tim HS SHEET No. s 2 2 a OF I ( ) O 3.5 � � � � � � 9.5 I(I 11 12 12.6 13 .'RECA5T NOTE 1. PRECAST COLUMNS SHALL BE 24"X 24" UNLESS OTHERk415E NOTED. 2. DOUBLE TEE LAYOUT AND ADDITIONAL PENETRATIONS TO BE COORDINATED WITH MECHANICAL ENGINEER. 5. EDOE5 OF OT PLANKS SHALL HAVE EMBED PLATES AT 2'-0" O.C. AT ALL CORE VqALLS FOR SHEAR CONNECTION TO CORES. SEE APPLICABLE SECTIONS. 4. ALL PRECAST FLOORS SHALL HAVE 3 1/2" MINIMUM THICKNESS TOPPING AT DOUBLE TEE LEO BEARING AND 2" MINIMUM AT MID5PAN. WATERPROOFING SHALL BE APPLIED PER ARCHITECTURAL DRAV41NO5. REINFORCEMENT OF TOPPINe SHALL BE &X& 1^12.1XI-12.1 W.W.F. AT ALL FLOORS. CONCRETE "EAR SURFACE ABOVE k4ATERPROOFIN(5 5. 5LOPE5 OF PARKING AREAS, STORAGE AND k4AL<PqAY5 SHALL BE PROVIDED BY SLOPING OT - PLANKS AND PRECAST BEAMS. 6. INDICATES TOP OF CONCRETE TOPPINO SLAB ELEVATIONS UNLESS OTHERWISE NOTED. m XXk INDICATES SERVICE DEAD LOADS XXk INDICATES SERVICE LIVE LOADS. LIVE LOADS ARE REDUCED PER 8. 0 INDICATES STEEL COLUMNS "UP ONLY" FROM TH15 LEVEL UNLESS NOTED OTHERWISE. q. CXXX'-XX"I INDICATES TOP OF FOUNDATION WALL ELEVATION UNLESS NOTED OTHERWISE. 10. DATUM ELEVATION 100'-0" EOUAL5 ACTUAL ELEVATION I[. LIVE LOAD = 50 PSF UNLESS NOTED OTHERWISE. IE5. Q INDICATES PRECAST COLUMN. 14. INDICATES PRECAST FOUNDATION WALL. 15. XX1-___Ej------ INDICATES SERVICE SEISMIC LOADS. FREC,45T 5UF=FFR1t LC ADINCz LABEL SUPERIMPOSED DEAD LOAD LIVE LOAD HATCH PATTERN F"I 150 F15F 125 PSF OR 115-20 �Z� 7, F =2 '75 PSF 125 PSF OR 115-20 HS5 &X&X518 F 2200 F 100 PSF HS5 &x8X318 F =4 0 PSF 100 P5F H55 e>XaX5/e> CIO 50 PSF 100 P5F HS5 IOXIOX518 C12 H55 12X12X518 C13 1 H55 12X8X5/8 I F"I q50 P5F 100 PSF 0 Ln F=a 0 PSF 125 P5F cu 0 0- CO f 0 P5F 50 P5F 72 4 f 440 P5F 100 PSF F"I 1 110 P5F 100 P5F u STEEL FRAMIN(S NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DECK SECTION FREGUIREMENTS ARE AS FOLLOH5-. IX = .415 In4 jax = .560 In5 (SLAB-ON-DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) A ALL 4 1/2" SLAB ON METAL PECK SHALL BE REINFORCED WITH 6X6 JeqI.4XkqI.4 k ALL a" SLAB ON METAL DECK SHALL BE REINFORCED WITH #45 AT 10" EACH k4A`r. 2. ALL BEAMS SHALL HAVE 5/4" <P X 3 1/2" HEADED ANCHOR STUDS SPACED 1'-0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 5. (3 INDICATES TUBE5TEFL COLUMN PO1 ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENIN05SMALLER THAN 1'-0" X I' -O" SHALL BE CORE-DRILLED OR BLOCKED OUT. ro. FLOOR OPENINGS LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I'-&" X I SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X rb'-O" EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 1. FLOOR OPENINGS LARGER THAN V-ro" X ll-&" SHALL BE SUPPORTED WITH AN 1_4X4X318 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE V41DF FLANGE BEAM FRAMING. te JXXI INDICATES BEAM CAMBER (INCHES). q. ALL "PE FLANGE STEEL BEAMS SHALL BE 50 <51 ORADE STEEL, CONFORMING WITH A5TM 4CIC12. 10. INDICATES TOP OF CONCRETE SLAB ON METAL PECK ELEVATION. TOP OF SLAB = IrbO'-O" UNLESS NOTED OTHERWISE. It. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 15q'-7 1/2" UNLESS NOTED OTHERks!15E. 12. T - INDICATES FUL MOMENT CONNECTION. 13. XXk Dq INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE 1XXk LL I UNFACTORED SERVICE LOADS. GI LOAP5 SHALL BE 50k D.L. AND 25k L.L. j X UNLE55 NOTED OTHERWISE. YZ2� 14. ALL BEAM SPLICES SHALL OCCUR Z-O" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. xk / L L 15. INDICATES BRACE TYPE, DIA GONAL BRACE INDICATES r->IA<F 1 INDICATF5 EXTERIOR ROOF PATIO OR DECK. 1 --FXXk E INDICATES SERVICE SEISMIC LOADS. 1q. C_PX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 x 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5 21. AREA OF TRASH COMPACTOR (WEIGHT = 20k). 22. AREA OF 8" CONCRETE SLAB ON 3", le> OA. METAL PECK k41TH #rb AT a" EACH WAY. ii co 0 0 "r J V) 000 <0Z BEAT - 1 REACTION SCHEDULE MARK COLUMN SIZE r_ I HS5 4X4XI/4 2 H55 4X4X518 C3 HS5 4X4X112 C4 HSS &X&X114 Cal HS5 &X&X518 c: ro H55 &X&XI12 C I HS5 &x8X318 C8 HS5 e; C9 H55 e>XaX5/e> CIO H55 IOXIOXI12 Gil HS5 IOXIOX518 C12 H55 12X12X518 C13 1 H55 12X8X5/8 STEEL FRAMIN(S NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DECK SECTION FREGUIREMENTS ARE AS FOLLOH5-. IX = .415 In4 jax = .560 In5 (SLAB-ON-DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) A ALL 4 1/2" SLAB ON METAL PECK SHALL BE REINFORCED WITH 6X6 JeqI.4XkqI.4 k ALL a" SLAB ON METAL DECK SHALL BE REINFORCED WITH #45 AT 10" EACH k4A`r. 2. ALL BEAMS SHALL HAVE 5/4" <P X 3 1/2" HEADED ANCHOR STUDS SPACED 1'-0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 5. (3 INDICATES TUBE5TEFL COLUMN PO1 ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENIN05SMALLER THAN 1'-0" X I' -O" SHALL BE CORE-DRILLED OR BLOCKED OUT. ro. FLOOR OPENINGS LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I'-&" X I SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X rb'-O" EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 1. FLOOR OPENINGS LARGER THAN V-ro" X ll-&" SHALL BE SUPPORTED WITH AN 1_4X4X318 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE V41DF FLANGE BEAM FRAMING. te JXXI INDICATES BEAM CAMBER (INCHES). q. ALL "PE FLANGE STEEL BEAMS SHALL BE 50 <51 ORADE STEEL, CONFORMING WITH A5TM 4CIC12. 10. INDICATES TOP OF CONCRETE SLAB ON METAL PECK ELEVATION. TOP OF SLAB = IrbO'-O" UNLESS NOTED OTHERWISE. It. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 15q'-7 1/2" UNLESS NOTED OTHERks!15E. 12. T - INDICATES FUL MOMENT CONNECTION. 13. XXk Dq INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE 1XXk LL I UNFACTORED SERVICE LOADS. GI LOAP5 SHALL BE 50k D.L. AND 25k L.L. j X UNLE55 NOTED OTHERWISE. YZ2� 14. ALL BEAM SPLICES SHALL OCCUR Z-O" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. xk / L L 15. INDICATES BRACE TYPE, DIA GONAL BRACE INDICATES r->IA<F 1 INDICATF5 EXTERIOR ROOF PATIO OR DECK. 1 --FXXk E INDICATES SERVICE SEISMIC LOADS. 1q. C_PX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 x 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5 21. AREA OF TRASH COMPACTOR (WEIGHT = 20k). 22. AREA OF 8" CONCRETE SLAB ON 3", le> OA. METAL PECK k41TH #rb AT a" EACH WAY. ii co 0 0 "r J V) 000 <0Z BEAT - 1 REACTION SCHEDULE BEAM SIZE BEAM ENO REACTION 1-48x10 vqaXI5 vsl8x21 "8X31 WIOX12 8 "IoXIq 8K K2XI4 "2XI& "12XIcl "12X22 H12X26 p H12X30 "12X35 k412X40 "12X45 25% 00 SET Ht6X26 "I&X51 NI6X56 Vq1rbX40 Oq/01/04 1116X45 NI6X57 C H18X55 1^11&X40 Pq18X46 VI18><50 15ei)E 'F' "aX&O 1^118X&5 VAI8X k4l8X 0 H21X5*0 "24X55 H24X&2 H24X H NOTE: BEAM END REACTIONS INDICATED AE30VF APPLY TO BEAMS NOT CARR11NO COLUMNS AND ARE NOT OTHER"15E INDICATED ON THE PLANS. K X, �/ x \< /X,\ 8 Z ce LLJ O7/{?1104 PRC7CRE5ra SET p lI 25% 00 SET E Oq/01/04 z C cz ON - Z qL XI JL 14'-0" 11 1-t _L1 4 4 Cq UP (: UP C UP C UP 7 U F C UP UP S 55. 10 ON IV2 C ON Gq ON C7 r- > N 11 25k DL 12xle C ON - 7 Up (�, UP [141 5 (121 P412X - 45K 185k LL u Cq up 11 7 TOP OF rf� - + _x T 011 ON N LI) CONC kN412XI CONCRETE X I'-4'l 1/412XI4 C I ON - 7/1 -11 71e,> ro e_ # L e-- PILASTER TOP OF 64 UP T C4 PNX� k412XI \Z 41 20 ILI tu x C'7 UP .v <� UP EL TOR C ON N55.2 - 4 - --- __j - - - - 2 IN C X 3 UP tk412A lz lkql2XI& - 7 0-' U (I ON C ON - 7 UP �C UP C-1 ON -,_� e X F,> 15/146 0 3/16>y-o Ve>%, '-[I We�" - 7 1 -11 S" '4 L7 z,/ 10 i 1/2" 1,&'-101 I� -71 C5 UP �55.2 FUW�D L X114 1 IN12X to "12X1 (101 1112X�14 (101 140k LLI Ok < X 1'-4" 1 04 UP (:: ON 50k V41eX/43\0 C111 UP x x X PILASTER X \C4 UP x tifl C4 ON C4 UP \Z cj 1z p, Lft. V412XI4' -1 G4 ON lz NZ K �1 lz 7 C5 P >1 UP 15a 11 >< >< "12X14 V412XI .[I(p] 12XIq.(101 _j V412xlq 10 10 - Jnl�2x1c1 (10] - 7 55K NI&X5 TOP QF _-S I� D :, 0 05 L Gib U C4 Of- ro up T 1*-4" X 1'-4" '_4 ON - 7 DI C, CII ON D 5 uj� PILAS - 1 N C& ON XIO J ILI TER N X1 Lu R �L QL/ 1'45k\ LL U. AL 1 3 iy ,14 UP N x [L Z N W x U) G& N u) IN It) A pq k n/1 7) 1 K I- /N K x x x S�_ OG� E -HO-RB, - x x x x x X x x x N N N N ty LL f4 1 T > 1K N__T`_ - 7l-O" JL6 1/2 '-10 1/.2 8' - 1 2 0 -to 5d < 0 A 00 \ X 9o. x Wl 1 140k DL 00, 85k LL 20K 10 C20 JJ�2_�O C20K X-20% QK 20 20 Tl MN 7 X '4> N 951k T 7 c �O \ N </ \ 11 x < ><\ v > A F �� 53.2 ( 53.2 X X _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - f/ 4 --- -------- 4 ------- _ _ _ ,�.�. - - - - - - - - - - - - - - - - - - -- -- 4 - 14 -0 -a 14'-0" 14 3 14'-0" W L 3 B5/RAFT SLA5-ON IF PE OF FULLY C-0�1PACl TE(? �X P41TH #5 T 1 � AC I - 1 20 A H WAY UNDER POOL 21 1 22 �j -FO ,_�ALTBRNATE___OEb_ -AM_ � v _ _ .� - - - � _ _ r � y MAY REPLACE FULLY \ COMPACTED FILL COORDINATE LOGATIot� WITH ARCHITOOT Ir02--011I / I I N r-:z A N TOP OF LEVEL N -SITE "WALL RAFT SL , �P BG7VE ' � / RE: ARCH. C/) od u DATE 8 Z ce LLJ O7/{?1104 PRC7CRE5ra SET p 08/02/04 25% 00 SET E Oq/01/04 z C cz ON 15ei)E 'F' 67 0 RECORD PERMIT'5ET H U.J z RECORD PERMIT SET 1 01/14/05 Ill- 02/1105 A 1 #4 < z I =A51 #1 < 0 Ln u cu 0 0- CO o t 72 4 u 0% 0 < LL to 10 OS 4 co X J 01 Lu d 00 ai z =I a2S V� # SEAL • 155UED FOP, No. DATE COMMENT O7/{?1104 PRC7CRE5ra SET p 08/02/04 25% 00 SET E Oq/01/04 155UE 'E' F 10/12/04 15ei)E 'F' 67 11/15/04 RECORD PERMIT'5ET H t2/t3/04 RECORD PERMIT SET 1 01/14/05 2 STEEL PACKAGE 1 02/1105 A 1 #4 0!5/16/05 =A51 #1 04/05/05 r, REV15ED PERMIT 5ET --;= I71 Am m0wom 12 ZA'Am I 110 [*1 W KIM I 1 JIUl- ,1, J II - , .lisI - I f v>I% . � . r.tv■J_ , , -cam A,I., -_ IIII11,.-, COLU"N SCHEDULE MARK COLUMN SIZE Cf H55 4X4XI14 C2 HSS 4X4X31& G3 H55 4X4XiI2 C4 HSS &X&Xi14 C5 HS5 &X&X31& cro HS5 &X6X112 C1 HSS SX8X318 CS H55 8X&XI12 C9 H55 &X &X51& C.10 H55 IOXIOX112 Gil HS5 IOX IOX51& C12 H55 12X12X51& C13 HSS 12X&X51& X17 1! J UP X16 C1 } 12 2 1 N 12X14 {(O Iry X iIS X x _ _ x N s1.� t} _4 _4 9 `3 x i i f uP G5 uP r a5.2 25 i DN ' A 7 3 . 5 4 S 1 SLt _ sJ Wt x50 &1 w 1 2X14 1 ©} , GP2 1 _i" 44; 4 + i + W12Xib {il 1 1 2 )( i p6 ON s U 0 N 2 fi m8' -f 1 /2 ° {N 8' -I I b` -C? °{N I f 4' -O" I 14' -O" 1 ?' -3" I 6' -q " + 14' -0" i t 4' -O" i 14' -O" i 4' -Q" 1 141_0„ I N.J _ _ ! I2 - _ 25 25 _ _ _ X f i 55.2 - - 3 + �p wf2X5O 1 X S w1 2X14 E i01 ON Gb UP C 1 0 3 k E --•- G UP NN I _ i GS X s #3 GIO UP G5 x 05 L U _� I tV G7 15N ,f Cq ON I 10 ON G7 D C7 O L^f12X14 t^412X1 22K W12Arb - w12Xib 161 "12X30 {18 _ Wi6X26 (7) - #4 RE AR i ( C2 UP t 1 IN SLAB 14 ' -0 ' is 13 ` -q " , I - 12' -0" 1 W ` NOT : PROVIDE (5) -5 /S" d> DDLE wELD5 15 I Wf2 I I 1 1 X1 N12xl6 [81 w12X16 {&1 w12xt6 [cg1 w12X(b [&1 GT 1=T61 rii =!"Y C.I r - )C r a ac. G�r-r�r�w� ..�� .-. ......_.. .. S v v J j 21. t I Q 5 ?.3 TO OF � `7' 11.2' 7' -t 112" 7' -1 1/ �' -I f ' STEEL Fi�',4Mi 1�lG�TES: 0 1 m GC7 C !I 12' a w 1 2X16 [&1 wt 2X16 [ &1 1N 12xt6 C &1 26Ok E 55.2 + w12X16 [a1 - . - - . w12X16 14 ,p 1. SLAB ON METAL DECK SHALL BE 4 112" (TOTAL DEPTH) NORMAL L = "�4 6' q" 6' -q " 40K 6' - t /2" 6' - 112 „ 7 - 5 UP u ' - \ S? $ 10 II -.10 1/2 I - 7'-1 112 7 1 112 7 J I/2 7 -1 I/2 qk E - C4 Ut- WEIGHT CONCRETE ON 2 "` - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK 1 - n f0" &!-- " G.acSi -1N -PLACE f6c1' -6 ". �(i I 2 3 G 4 F' .. U . .. ��_ ... . . SECTION REG2UlREMENTS ARE AS FOLLOWS: 1x = .415 1n4 Sx = .360 in �- -° - - - - - - _ - - X - -•1jp - - -�9 - - -- - CON _ - - - _ ,� _ _ `� t�l 5 �'�n1 w36X300 �- K fnlf2X30 C4O 2Olc wt2Xiq 11 it (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOU5 SPANS.) ' - I 3 ;, _ - - ALL 4 112" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6Xb W1.4Xw1.4 [ -$' CO . . . . . . . . [17 -b "1 f`I i = � v b UP 2 UP �, UP i kq.iN.F. ALL &" LA N METAL K # �. tiQ. . . . -- . - - - -- . - . - - - - -- - -- - . . - . - . - = . . -- - - - -- -- - -- . . . . . ' C5 UP m O 1 Q � . tV T' V) O i l DN {t) 0 SLAB O E L DEG SHALL BE REINFORCED W {TH 6 AT 10" EACH WAY. ( -� _ _ _ _ -_ _ "12X14 10 "'- !`f 6 4. V i r- - - - 1 x [ } N u� ail DN ..... I - J�t1OX12. 3. Up � , p�. �© � fO , 5 ON X 35 DL f 1 0 u K 1 _ 6' -'t'� r 1 _n G 1 Y 1 y 2. ALL BEAMS SHALL HAVE 5/4" n t!? _ . 1 p l YP K. wIQXI N _ .. ._ __.._ _ _ _ _ _ . _.._.. _ . _ _ _..._ .. _ ..._ - _... .__ . - - -- ... __._ , .._.... _ _._ _..___ ,_...___ ___.._..__ . _....._._ _ _,._.__ ..,. _..._ _,. _ __...,. _ __.__... _. __. _ __ _______ .._. __ .___. _...... _ --- -- _ , ___ .___._..._ ,._ ....- _._ _ .. _. - _ .. _,_ __ ._ .. _... _._.__......, _ ._. _ _ ..___ .._ ___. __..____._ __.___ ... _..,._. _ _ ._ _ _ __G_3...0 _ __ .._._ __._ 2 �_._ SPACED 1 O ON CENTER UNLES NOTE TH R 1 � 'Al ll.I 1 30 -111 w12 12 lT -W1 __., . __ _ _ _. _. , __ _. _ . ,__ ... __. _ __._. ,_.._ . _ _ ,,.. -_. _ __._ _s 5 DL d1 -r = G6 ON T`YP, i d + 55.2 1 1 L°1i6X45 G } M.. N w16X45 S <1 G -7 f /2 "> . <Ibq' T II > - r 45 LL 8' - d . V �. fy . � x ; = � i -. i [ wibX45 G5 UP ....... 4. . 3. INDICATES TUBE STEEL COLUMN DOWN ONLY. - Z . .x 4 1�lf6X45 1 _ f2 N _I I ' (;} I - 1 1 t ib�i 6.,.y 16q 6 > ` Gb DN 1 t _ i X / p 1 . 55:1 . / r r r / / i _ L121 j G7 DN i I 55.1 f L 0 x uP _ 4. INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT IS = 1 � � � - - � - _ - G6 UP U L� r N to N ' LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. _ _ b 5 J r r �-* r r / Cr7 C7N G5 -; ,iJ P f - m d 4 ()i.. '1 I70' -O 70 r / r / r T r Y UP / r N �, i � , M N GS SMALLER THAN 1' -0" X 1' -0" SHALL BE GORE - DRILLED - - - - - - - _; - - _ _ _____._ _ _ r�i1 rp / / O r / ¢` / r r r / r r / y ° /' J J X , r r / / , -. 5. FLOOR OPENINGS . d K � , f /, f � ,� J _ �4 P �v - / J / , _ _ 3 In ,n ,� o ,�, .. . � J OR BLOCKED OUT. - - / - - + - - - - _- - .. - . N - w, I / r 9 10 / r r r-. / / J 'J J 1 / j t J - J °. / l r r q - X X X 1 . . - . + 1- , G5 UP JL r� / S r / J / / L�b� r r / J f2 / ! / G N tV N _ 6. FLOOR OPENINGS LARGER THAN 1' -O' X 1' -O" AND SMALLER THAN I' -b" X 1' -b" _ G6 DN i ( ( , m x / //` ^/ ' / �Q / r / ,J ' p C� a �' / / / r j r qy r r / / � - - - it1 stl >n (L 1 HA T - # - 3 _ Q - /mod /, - r' . % F(j J r " . / / - � / I r ry / r� L G� i 1� r / - / / r CG D _ - S HAL L BE BLOCKED OU AND REINFORCED w 1TH (2) 5 X 6' 0" tL N ° - _ J / J J s} r / f{1 / r ° °'' `4 �' . / '� ! 4 %� ' i J / r o / 3 1 3 G6 D N Sl.... EACH SiDE AND (2) - #5 X 2' -O" EACH CORNER !N THE SLAB. I (} 4 r ' !i N r xf / /�° / /X /f . ° r / r SS. , ;p?�i / r / r ° R ,-� % ! rJ x x x 1 - C 11 \ s z /0 ...... N d + (+ I I i . 1 I - 2 7. FLOOR OPENINGS LARGER THAN I' -6" X I'-&" SHALL BE SUPPORTED "iTH _I 0 {� X _+r r / Nr Q r / fit1 / rfi1 X T` N J ; / AN L4X4X3I& SUPPORT FRAME. LARGER OPENINC-5 MAY REQUIRE WIDE FLANGE i f { I 5' 4 3116" - - f J D r , r r BEAM FRAMING. ( � // , � r 1. /1 ' f ° / J Q 1 °/ r /2 r /r° r . i r C P rr r � &. CXX" INDICATES BEAM CAMBER CINCHES). - - f r / r -Cra f/22 r r r/ / / ,�✓ ' /, 1 ....... Y .... K q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRADE STEEL, ly r r r r r i 5 • 44, ° J r w1 j 41 r 45 w16X8q C3O1 m GONFORMiN& WiTH ASTM 4gg2. J _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - r - ; I r r r r ,�-, P r r t ' / / r rp ' J / , / J / X -BRACE UP I cgq uP Gq UP ' 5 G8 UP 10. INDIGATES TOP OF CONCRETE 5LA5 ON METAL DECK ELEVATION TOP OF SLAB = 1'70' -0" UNLES5 NOTED OTHERWISE. C, . G4 ON Cq ON I I I ( j Gb ON CPI q/ trt r r i , {} ' r , r / SP'.� r 5 /' , 1Y) ( r , / / / � r ° f `-' / r r Gq DN D N i f , ' 165k DL r _// 11. <XXX' - "> INDIGATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL I I { I i I I i ' �% -/ - f ! ~ f r / /f/ `J�r N 5'- 5'' °4 1 ELEVATION IS Ibq' -? 112" UNLESS NOTED OTHERWISE, BEAMS MARKED ® I °, SHALL HAVE TOP OF STEEL = 16q' -& 1/4' . BEAMS MARKED � SHALL I I ( I I ( J r r r� r / r r x N X N _�_ -_ _ _ _r / ° / r r / �X _ \ EMBED HAVE t i TOP OF STEEL = Ibq' -3 112 ". _ - - - - - , - + - - - - - - ° _ r _ I �� - P " � I r r r r r r r ; /t J / r / - r / - � _ - - ,-r - ty 1 - ( I ( I r r / i , & / - - - 12. '-� INDICATES FULL MOMENT CONNECTION. 4 UP ( I i / / / ,1 / / X j , ,F / ; ° i r ' / r / J f / % ' 4 i N C Clio vp /t l 11 ° i / J / r ' / W T i� ( I (� I�I / / ! /� r / i j�( - + - - - i - - I _ I - 50 F?f i - _ v -_ - I - - - - -- - (3. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE / r / _ / / r J _` �° / ✓ r / �. 1 XXk LL UNFAGTORED SERVICE LOADS. GI LORDS SHALL BE 30k D.L. AND 25k L.L. _ - �- - - _ - ( - - - - - ®- _ - _- - - - - / // �J r - UNLESS NOTED OTHERV41SE. a _ - __ w12X16 12 i p : ciY r l '/- / / / - 1 ft1 G UP Gq UP -- � - - - I I 3" I[ _ i� - -_ i I Cb UP i '"' Gq D /' N G5 ON G O Gq ON . 14. ALL BEAM 5PLIGE5 SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN ( I ``-- ( I I I / J , ryj UNL f ES5 NOTED OTHERWISE. / / � t��t I I . . 15. INDICATES BRACE TYPE. a r r / } J I I ' ( III i ( / / / / Ey i �) / i J ; /J } i _ / J y I I (r r ° r i r 2vr r e r /, f / ° / r / /, ! a © i G5 UP f i �y}} J J r r r X),/ r f r/ / r N 16. • - - -� INDICATES DIAGONAL BR�.GE - I I I i I I --- ....`� I I � ��--� / / r r J r r C5 DNS 8 SLAB -ON fboS I I I I 1 r r / r // ° F LL G Y OMPA TED 17. INDICATES EXTERIOR ROOF PATIO OR DECK. I I I I ( ( C7 UP 1 �At (- / . . . . . 3 . I8. �+}-- INDICATES SERVICE SEISMIC LOADS. _~ i 12 ON _ _ - - _ - - - - - . ( I_ _ _ - - - - ! L - { r r // rr / r r /r / J // _` II i `rte / f !6 [S W 2X35 [1cS "12X22 1 G7 ED: �5 70ADE WITH #5 T i'_ „ lk� 1 - - - - - - _ _ _ - - I - - _ } C 61 _ - EACH wA 1. 7EfsN� C= i✓r -F Iq, GPX INDIGATES COLUMN PLATE TYPE. SEE DETAIL 1 ON 57.3 i - - - - - - - r +- - - - ' 2 i f 12 Wf2Xfq 12 2 UP + _ - _ _ - _ - ��__ -_ �.,�_- .._._____.�,T__- _ 11.5 Gaup GquP G12 1 =celp I I i I I I m I N ULLY R EPLACE OMP.. 5I L - 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 57.3 ( C6 ON Wf r7t,1 �N A G& DN I R Gl N ( Ci2 DN I 0 ON '' EMBEL7 /NC ;, I X BE.4t - 1 REACTiON 6G�4EDULE BEAM SIZE BEAM END REACTION W&XIO W &X15 " &X21 W &X31 1/q10X12 WIOXiq 8 "12X14 "12X16 W12Xiq "12X22 "12X26 1-412X3O 11 w12X40 1 16� Wf6X26 "(6X31 WtbX3b 1 "6X45 1,,41 bX57 26K w18X35 WI &X40 WI &X46 1-4I&X50 WI 5X60 WI &X65 wI8X71 WI &X76 36K W2iX50 "24X55 "24X62 w24X76 55 NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERw15E INDICATED ON THE PLANS. ,L _ i I I X GS ON + III III II i I 6' - I 7' -5° 7" 6' -7" 7' -8 6 "ID N I Ill W + C4 UP + 1T u- + I I I I I I � 4' -4.,, 1 N� 4 x a 4 N �p a ? 3 Ga u ' , I i G4 DN G8 P G8 UP r - Cq O `U N z N ' Z N UP , N c z 0Q x z z x + f - D xtQ Cs2 _ x _ - G7 ON C ON 1- r_ F °_ Z "16X2 6 G& D _ - - _ _ - , 04-UP - - V 57.2 � 57.2 U GP2 1' -q" G D 4 N b -�' D + I +I iII Gil UP I 1 # G ON Gii UP� °�., Oil UP,,. �. Gq UP s { 1 _ _ _ _� N + L&_-W_ Oro UP G12 rN 1 12X4 {ICsh� G ONE + _N N_ x tYi RARE 50 I Si i G& ON K + C& UP I I C7 UP I I GPI WI6X45 PLATE TYP. G6 UP G7 UP c0 - - - - Cf�DLI - v - I . E e _ _ _ �GZ 62 DN GPI DN ` �116� - 'f 1 X2-� 114 C4 UP r i i 36 C22 G5 ON G5 ON G7 DN _ _ - - - - _ + _ w16 6 [ j - bSK,, - K -� 45 C6 UP' = 1 X� 12X2 s s4OK w18 43 [O} 22 , G4 UP - I i - -�_i C4 DNQ SCE X75 {} GP3 GPi G4 ON - I 1 a -- Q � " L_ ; UP r , _�% g G6 UP L 55.2 III O I ~{N �l I t GP3 GP2 93 t{} O 11.1 _ 8 X +( ( ry G3 D X X Q 45K X I 51.2 1x x X m I x ,1 _ �t X 57.2 I I (�} N I ! STAIR ry O 111 N N 55.2 Q1 rfl 55.2 d1 7 ,_ g "" s _ C7 UP 3 4 X - Ca UP x i i G4 UP i + - I I Gq UP Gb UP 6 ` - I G7 DN . I v _ - _ L j - e - _ _ s - II' }� 6' - I "' 7' - O 7116" 6' - 11 I 7' - 5 "' 6'Y7 _ 6' - q" 5 " - 11" 6' - "' 04 DN 7x - I _ _ b UP Gb DN I �� ! a 35 � � /,� , 130 � G4 ON Cq DN G ON ` Gt I ON G2 DN C2 UP 03 UP _ 7' -O" C& ON Ct I ON W + + f 4 !3 I { C5 UP ON 6.4 ON G I C4 ON i f 4'-O" 7' -5 " W-O" f 4'-O" '� 14' -0" 14' -O" I4' -O" b' -q ' ' . T' -3" 14' -O" 14' -0" 8' -5" 5' -`7" F'0 A 1 N N O O 0 0 M M °o i 0 I s . MSWN n iz ial& is LEVEL �O _ __.. r F=>LAN Ch • 6 ;5 0 Z Cie , s C� f.i.i Z L LJ r- cg F- ? o� ; 2 u 0 00 Q ' �"° uJ O { >✓ u O < ~ 00 Q H U .0 1 1 cts � Z uj N � ch O < Q N Z ' to _ ' LLI w t.0 L s L 1 0 en _ 1_ Q CO co en 0 _ >U f a: m le 0 4 In t sl CO X CN C CO ui co J z > W o SEAL 1b .s r pa 511 J 0 -0 tz L 0 j 0 u / > CL 155UED FOR:' No. DATE COMMENT 01/01/04 PROGRESS 5ET D 08/02/04 25% 00 5ET E Oq /01/04 I55UE 'E' F 10/12/04 ISSUE 'F` 6 IIA5104 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 z STEEL PACKAGE J 02/11/05 ASI #4 03/16105 a A51 #? L 04/05/05 a REVISED PERMIT 5ET KEY PLAN Litij LEVEL (170 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 -04 ORAHN BY GHEC KED 15Y Tim HS SHEET No. S2 OF - b N N O O V ctY / O O a N m O Q O Q I % O COLUMN SCHEDULE MARK COLUMN SIZE Cl HSS 4X4XI14 C2 H55 4X4X318 C3 H55 4X4X112 C4 H55 6X6X114 GS HSS &X6X31I5 G6 H55 6X6XI12 Cl HSS SX8X316+ CS H55 SX6XI12 C9 HSS &XSX518 CIO H55 IOXIOXil2 Cil HSS IOXIOX5f8 C12 H55 I2X12X51S C13 HSS 12X8X518 STEEL F1; AMINO NOTE 1. SLAB ON METAL DECK SHALL BE 4 112" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 OA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REOUIREMENT5 ARE AS FOLLOWS: Ix = .415 in4 Sx = .360 in (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 111AX1^il.4 W.1i.F. ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH WAY, 2. ALL BEAMS 5HALL HAVE 3f4 " m X 3 If2" HEADED ANCHOR STUDS SPACED I' -O" ON CENTER UNLE55 NOTED OTHERWISE BY LXX]. 3. ❑ INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENIN65 SMALLER THAN 1' -0" X 1' -0" SHALL BE CORE- DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1' -0" X 1' -0" AND SMALLER THAN I' -6" X 1' -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X 6' -0" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN 1' -6" X I' -6" SHALL BE SUPPORTED WITH AN L4X4X318 SUPPORT FRAME. LARGER OPENINGS MAY REOUIRE WIRE FLANGE BEAM FRAMING. 8. XX "} INDICATES BEAM CAMBER (INCHES). cf. ALL WIDE FLANGE STEEL BEAMS 5HALL BE 50 K51 GRADE STEEL, CONFORMING WITH ASTM 4GIGi2, 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 1 70' -0" UNLESS NOTED OTHERWISE. 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 I6q' -'7 112" UNLESS NOTED OTHERWISE. BEAMS MARKED SHALL HAVE TOP OF STEEL = I6G' - 114 ". BEAMS MARKED ® SHALL HAVE TOP OF STEEL = 16G' -3 If2 ". 1 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LL UNFAGTORED SERVICE LOADS. Cl LOADS SHALL BE 30k D.L. AND 25k L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. <�> INDICATES BRACE TYPE. 16.• -�• INDICATES DIACONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. Ica. -■ , Xk Ek E� •- INDICATES SERVICE SEISMIC LOADS. Ici. GPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON S 21. / / / AREA OF TRASH COMPACTOR (WEIGHT = 20k). 22. � � AREA OF 6" CONCRETE SLAB ON 3 ", 16 CA. METAL DECK WITH #6 AT S" EACH WAY. E.�E,4M REACTION SCHEDULE BEAM SIZE BEAM END REACTION We�X10 W8Xi5 WaX21 W8X31 WIOX12 WIOXiG 8K W12XI4 W12XI6 W12XIq W12X22 W12X26 W12X3O W12X35 Y112X40 W12X45 16K WI6X26 WI6X31 WIOX36 W16X40 WIZX45 WI6X5l 26k Wl2iX35 WISX40 WIt3X46 WlSX5O WI &X6O W18X65 WISX - 71 WISX"76 36� W21X50 W24X55 1124X62 W24X 5 — NOTE: BEAM END REAGTION5 INDICATED ABOVE APPLY TO BEAMS NOT CARR.YINO COLUMN5 AND ARE NOT OTHER1 INDICATED ON THE PLANS. 7 oe i f I 1 A A A A A �Q W CV-i �v. �i X_ X- X X K. , X- Q N S} Q - ,� �- i u I •: 1 Iv I i f , i f , 10 11 12 12.& 13 G 21 22 14' -O" 14' - b" 14'_c'? ► e ,_„ ! d ,_, y ,« i «_ ,r ,, -,, a �« I 1, I - CONCRETE 51 WALL ABOVE RE. ARCH. —CAST- I N -PLA CONCRETE 51 WALL ABOVE PRECAST HAUNCH PRECAST HAUNCH L SITE WALL ABOVE PRECAST HAUNCH 4 �_ - CAST -IN -PLACE CONCRETE SITE WALL ABOVE I i �FL4N VN COLUMN SCHEDULE MARK COLUMN SIZE CI I HSS 4X4XI14 C2 H55 4X4X315 C3 HSS 4X4X1/2 C4 H55 &X6X114 G5 HSS bX&X318 C'o H55 6X6X112 G't H55 5X5X315 C8 HSS SX2>XI12 G9 H55 8X8X5I5 CIO H55 IOX I OX I/2 Gi i H55 IOXiOX518 C12 HSS 12X12X518 C13 H55 12XBX51e> STEEL FRAt -11NG NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 6 METAL DECK. MINIMUM COMP05ITF DECK SECTION REQUIREMENTS ARE AS FOLLOHS: Ix = .415 in4 Sx = .360 in (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOU5 SPANS.) A i ALL 4 1 /2" SLAB ON METAL DECK SHALL BE REINFORCED KITH &X& W1.4XN1.4 W.W.F. ALL 5" SLAB ON METAL DECK SHALL BE REINFORCED N1TH #6 AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 5/4 " d> X 3 1/2" HEADED ANCHOR 5TUD5 SPACED I' - 0" ON CENTER UNLESS NOTED OTHERNISE BY [XX]. 3. (3 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DONN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -O" SHALL BE CORE- DRILLED OR BLOCKED OUT. fi. FLOOR OPENINe5 LARC7ER THAN 1' -0" X 1' -0" AND SMALLER THAN I' -& " X i' -&" SHALL BE BLOCKED OUT AND REINFORCED KITH (2) - #5 X &' -0" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. - f. FLOOR OPENINGS LARGER THAN I' -&" X I' -b" SHALL BE SUPPORTED WITH AN 1-4X4X318 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE HIDE FLANGE BEAM FRAMING, S. {XXI INDICATES BEAM CAMBER (INCHES). q. ALL HIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING WITH A5TM 4gg2. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 15O' -O" UNLESS NOTED OTHERNISE. 2 . 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 1`7q' -'i 1 /2" UNLE55 NOTED OTHERNI5E. 1 12. T INDICATES FULL MOMENT CONNECTION. 13, XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LL UNFACTORED SERVICE LOADS. Cl LOADS SHALL BE 30k D.L. AND 25k L.L. UNLESS NOTED OTHERNISE. 14. ALL BEAM 5PLICE5 SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERNI5E. 15. INDICATES BRACE TYPE. 16.• - -�• INDICATES DIAGONAL BRACE 17. INDICATES EXTERIOR ROOF PATIO OR DECK. I5. E� INDICATES SERVICE SEISMIC LOADS. Iq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL 1 ON 5 - 7.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON S ?3 0 d a N N O O 0 0 N � m'- O 00 N16X40 "6X45 N16X5"7 2EjK H18X35 1^1I 5X40 H18X46 W0X50 3 - K H18X&O 1^118X&5 N15X HIBX 7& N21X50 N24X55 Y124X62 H24X7& 55K NOTE. BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERHISE INDICATED ON THE PLANS. 0 d a N N O O 0 0 N � m'- O 00 < I <8z &- N 0 i t d' i G4 D - - - - - --- Xm a- 55.2 i G4 ON 4 r d' 8- -2s 4 t d' 0--N t 0-- Is t PEAK ELEVATION--' 2 55.2 C4 UP' 9 1 i , i P5 i , s I , G6 DN • -1 p. t5' i C t C2 UP Xm r' n Kam, 0 i t d' i G4 D - - - - - --- Xm a- 55.2 i G4 ON 4 r d' 8- -2s 4 t d' 0--N t 0-- Is t PEAK ELEVATION--' 2 55.2 C4 UP' C4 DN G5 DN r i \J 5 �.t I V G2 UP, - - - - - - - 55K f C DN , , f s I , i I I e i ii I I , I i c i I I I C2 DN - C2 ON 1 55,2 x "7' -O" b' -Il" I - - T �94 I I , 3 I I I c C3 UP C4 ON N all No mom MI 04 DN' P5 DN 4 • -1 p. t5' i Xm I C4 DN G5 DN r i \J 5 �.t I V G2 UP, - - - - - - - 55K f C DN , , f s I , i I I e i ii I I , I i c i I I I C2 DN - C2 ON 1 55,2 x "7' -O" b' -Il" I - - T �94 I I , 3 I I I c C3 UP C4 ON N all No mom MI 3 p m N N 0 0 0 co O� p O < O i o Q STEEL FRA"ING NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL NEIOHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REOUIREMENTS ARE AS FOLLOW5: Ix = .415 in4 5x = .360 irn (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) A ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED "ITH 6X6 W1.4XW1.4 W.W.F. ALL S" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH MAY. 2. ALL BEAMS SHALL HAVE 3/4" cD X 3 112" HEADED ANCHOR STUDS SPACED 1' -0" ON CENTER UNLESS NOTED OTHERNi5E BY [XX].' 5. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT IS LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER PO551BLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -O" SHALL BE CORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINC5 LARGER THAN t' -O" X 1' -0" AND SMALLER THAN 1' -6" X I' -6" SHALL BE BLOCKED OUT AND REINFORCED KITH (2) - #5 X 6' -0" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. 7. FLOOR OPENINGS LARGER THAN t' - X I' - SHALL BE SUPPORTED WITH AN L4X4X5 /8 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE WIDE FLANC-. E BEAM FRAMING. 8. €XX1 INDICATES BEAM CAMBER (INCHES). cl. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING KITH A5TM 4gg2. 10. OL INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. 2 TOP OF SLAB = 180' -0" UNLESS NOTED OTHERWISE. I[. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 1 7ai' -7 1/2" UNLE55 NOTED OTHERWISE. 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LL UNFACTORED SERVICE LOADS. CI LOADS SHALL BE 501t- D.L. AND 251:, L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. INDICATES BRACE TYPE. 16. • � INDICATES DIAGONAL BRACE 1"7.0 INDICATES EXTERIOR ROOF PATIO OR DECK. 18. INDIGATE5 SERVICE SEISMIC LOADS. IQ. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. 5PX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5'73 1=5EAt (REACTION SGa4EDULE MARK COLUMN SIZE Cl H55 4X4XI /4 C2 H55 4X4X318 C3 HSS 4X4XI/2 C4 H55 6X6XII4 C5 H55 6X6X318 CG HSS 6X&X112 r-I HSS SXSX3 18 CS H55 8X8X112 C9 HSS 5X8X5 18 C10 HSS IOXIOXI /2 G11 HSS IOXIOX515 C12 HSS 12X12X518 G13 HSS 12XSX5 18 STEEL FRA"ING NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL NEIOHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REOUIREMENTS ARE AS FOLLOW5: Ix = .415 in4 5x = .360 irn (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) A ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED "ITH 6X6 W1.4XW1.4 W.W.F. ALL S" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH MAY. 2. ALL BEAMS SHALL HAVE 3/4" cD X 3 112" HEADED ANCHOR STUDS SPACED 1' -0" ON CENTER UNLESS NOTED OTHERNi5E BY [XX].' 5. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT IS LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER PO551BLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -O" SHALL BE CORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINC5 LARGER THAN t' -O" X 1' -0" AND SMALLER THAN 1' -6" X I' -6" SHALL BE BLOCKED OUT AND REINFORCED KITH (2) - #5 X 6' -0" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. 7. FLOOR OPENINGS LARGER THAN t' - X I' - SHALL BE SUPPORTED WITH AN L4X4X5 /8 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE WIDE FLANC-. E BEAM FRAMING. 8. €XX1 INDICATES BEAM CAMBER (INCHES). cl. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING KITH A5TM 4gg2. 10. OL INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. 2 TOP OF SLAB = 180' -0" UNLESS NOTED OTHERWISE. I[. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 1 7ai' -7 1/2" UNLE55 NOTED OTHERWISE. 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LL UNFACTORED SERVICE LOADS. CI LOADS SHALL BE 501t- D.L. AND 251:, L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. INDICATES BRACE TYPE. 16. • � INDICATES DIAGONAL BRACE 1"7.0 INDICATES EXTERIOR ROOF PATIO OR DECK. 18. INDIGATE5 SERVICE SEISMIC LOADS. IQ. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. 5PX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5'73 1=5EAt (REACTION SGa4EDULE BEAM SIZE BEAM END REACTION WSXIO WSXI5 WSX21 kq&X3] WIOX12 DN 0 m WIOXIq SK W12XI4 W12XIb N12XIq N12X22 W12X2b 16K W12X5O N12X55 W12X40 N12X45 K �' S 318" (~116X26 1 W16X36 WI&X4O GI STU W16X45 WI&X5 26K N18X55 N18X40 N15X46 1Ni5X50 ,-, p u� � 4 1 NIL NISXbO N18Xb5 N18X71 NISX76 36K N21X50 N24X55 N24X62 1424X76 55K NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYINe COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. ? UP T [t _72 „ r uP L 5Pi I i I a ! . I f I I I i 10 11 32 12.ro 13 14 I I 1 3 i I I 14` -0" 14' -0" 15 1� 1� 18 IIB 1 20 21 22 I i i I 1 8 I I I 3 14' -0" 14' -0" 14' -0" 14' -O" �. I t' -4 " '- , 14' - O" 14' - 0" 1. G4 �� !! I t r , _-'/ - i -- G 0 d ul m A 1 d' c4 i - - T - --1 IL\ !.V---(D -o -- 0 d' - -1 - i -- e - + -- 0 1 I �f 1 LEVEL FL f=LAN i • U o 8 ° S \� � o 0 W U T.. Z co < Q cry 0 . 03 L t to 1 - ;a tn u0 t[ c �� v - *mom \V v.►�... U 8 Uj ui em ad :5-: 0 cv QrCO 00 C> - a� a VS L � � O.�-. _? u 0 CO O a� Y p � rg V h L Ln LLJ O� CG X Vi 01 ujflo w w O 5EAL STCp CLn > ;� ri\ Q V �w 65UED FOR: NO. DATE COMMENT 07/01/04 PR06RE55 5ET D 08/02/04 25% 0D 5ET E Oq /01/04 15SUE 'E' F 10/12/04 ISSUE 'F' 6 IIA5104 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT 5ET 1 01 /14/05 s STEEL PACKAC5E 1 02/11105 15 A51 #4 0306/05 4 A51 #7 L 04/05/05 a REVISED PERMIT 5ET KEY PLAN E x LEVEL. (180 -0 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 - DRAWN BY CHECKED BY Tim HS SHEET No. S2 e OF �u 13 X `� 10' 1 y 0 10" � � DN 0 m e 4K , i N _Q N1 [ib] 3 44K GI STIO lT 'd K �' S 318" G8 8' -I GI STU ,-, p u� � 4 1 NIL GP3 4' -IO" 1�tfbX36 [201 u v! �q 22 {�� D z X z ...16 211f" 1105 1 G4 �� !! I t r , _-'/ - i -- G 0 d ul m A 1 d' c4 i - - T - --1 IL\ !.V---(D -o -- 0 d' - -1 - i -- e - + -- 0 1 I �f 1 LEVEL FL f=LAN i • U o 8 ° S \� � o 0 W U T.. Z co < Q cry 0 . 03 L t to 1 - ;a tn u0 t[ c �� v - *mom \V v.►�... U 8 Uj ui em ad :5-: 0 cv QrCO 00 C> - a� a VS L � � O.�-. _? u 0 CO O a� Y p � rg V h L Ln LLJ O� CG X Vi 01 ujflo w w O 5EAL STCp CLn > ;� ri\ Q V �w 65UED FOR: NO. DATE COMMENT 07/01/04 PR06RE55 5ET D 08/02/04 25% 0D 5ET E Oq /01/04 15SUE 'E' F 10/12/04 ISSUE 'F' 6 IIA5104 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT 5ET 1 01 /14/05 s STEEL PACKAC5E 1 02/11105 15 A51 #4 0306/05 4 A51 #7 L 04/05/05 a REVISED PERMIT 5ET KEY PLAN E x LEVEL. (180 -0 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 - DRAWN BY CHECKED BY Tim HS SHEET No. S2 e OF N N O O a 0 0 v co i m m o Q O t / O S � Q MARK COLUMN SIZE CI HS5 4X4XI14 C2 HSS 4X4X3/S C3 H55 4X4X112 C4 HSS 6X&X I14 C5 H55 6X6x318 C6 H55 6X6XI12 C7 HSS 6XSX318 C8 HSS 5XBXI /2 C9 HSS e X"X518 CIO HSS IOX1OX112 CII HSS IOXIOX5 /8 C12 HSS 12XI2X518 Cl3 HSS 12XSX51e� n;= r''}l= c.,TG'l=l P1 l= \1 A TlnKl c'eP J1=ni 11 1 - I' -3" I f i 1 I P P I I I I 1 I I 1 I 1 I 1 i P P P P P P P P ( P i i 1 I t P ( P P I I I I II P I 1 1 i I 1 1 1 I 55.2 I 1 P 5; 4 1/4" IG' -I 5/4" o C4 D STEEL FFRA"INCz NOTES: I -i 31 " 1 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL Ut P kdEIGHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK ¢ SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 in4 5x = .360 in3 (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOU5 SPANS,) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 k4I.4XwI.4 i 4 W.W.F. ALL 6" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH WAY i 2. ALL BEAMS SHALL HAVE 3/4" cD X 3 1/2" HEADED ANCHOR STUDS _ _ _ - _ SPACED 1' -0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. t G. 3. ❑ INDICATES TUBE STEEL COLUMN DOWN ONLY. i C " m 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT IS - LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS wHERREVER POSSIBLE. d 5. FLOOR OPENIN05 SMALLER THAN 1' -0" X 1' -0" SHALL BE CORE- DRILLED OR BLOCKED OUT. 0 6. FLOOR OPENING -,5 LARGER THAN 1 -0 X 1' -0" AND SMALLER THAN (' -6" X I' -6" — SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X 6' -O" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. -i - t. BEAM SIZE BEAM END REACTION W6XID kqg�XI5 w8X21 w8X31 WlOXl2 6K wloXla 2� w12XI4 1, W12XIa w12X22 w12X26 FLOOR OPENINGS LARGER THAN I' -6" X I' -6" SHALL BE SUPPORTED WITH w12X30 w12X35 W12X40 w12X45 WI6X26 w16X31 wI6X36 WI&X40 26 K "6X45 W16X5 - 7 AN L4X4X318 SUPPORT FRAME. LARGER OPENIN05 MAY REQUIRE W1PE FLANGE W16X35 W16X40 W0X46 W18X50 W16X60 w18X65 kq16X - II 1^116X - 16 36 W21X50 kg24X55 W24X62 W24X76 BEAM FRAMIN(S. NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO t INDICATED ON THE PLANS. [10] 0 6. JXXI INDICATES BEAM CAMBER (INCHES). 01 - - a. ALL W1DE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING WITH A5TM 4aa2. cv 10. _ INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP Q �(- \ OF SLAB = laO' -O" UNLE55 NOTED OTHERWISE. U) I [. <XXX' - XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL - G — - - - - ELEVATION 15 l8a' - 1/2" UNLESS NOTED OTHERWISE. � 4 UP � �, f f j 1 i C ON W WI2XI6 [10] 1 D 12. T - INDICATES FULL MOMENT CONNECTION. W " 1 16 i jp;4 a 13. Xk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE t Xk LL UNFACTORED SERVICE LOADS. CI LOADS SHALL BE 3Ok D.L. AND 25k L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWISE. 15. <�> INDICATES BRACE TYPE. _ _ _ _ 16. ■� -s■ INDICATES DIAGONAL BRACE M. INDICATES EXTERIOR ROOF PATIO OR DECK. 18. XXk E � ► INDICATES SERVICE 5E15MIC LOADS. (} la. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL 1 ON 5 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON S 0-- Is BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION W6XID kqg�XI5 w8X21 w8X31 WlOXl2 6K wloXla 2� w12XI4 1, W12XIa w12X22 w12X26 16 w12X30 w12X35 W12X40 w12X45 WI6X26 w16X31 wI6X36 WI&X40 26 K "6X45 W16X5 - 7 1' -6" 55.2 w W16X35 W16X40 W0X46 W18X50 W16X60 w18X65 kq16X - II 1^116X - 16 36 W21X50 kg24X55 W24X62 W24X76 55 NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. Q t d' (D - - - 0 d' I WI t11 W12X1q [10] _t I 3 UP I C4 UP v 2 i 4 DN I 85.2 k4l2X2& [153 1 C5 DN - - - - - - - - T. 2? ! WIO I Cal T_ .._. 55.2 ,I�i tV t i X i C4 UP 4 t S -- --*il 4 t G ---- N v. - -• -- - - - - - - - - — i G2 DN I --i-- 6 X 55.2 _ ` C2 UP I i 55.2 I 1 ' I C2 DN �Sz P � C! i 1 i I i C1 -- I I I I i 1 1 i I P P P 9 I P P P ! I � I P I ! H55 6 4 X3 1ei DIVIDE BEAM ! EACH I= EL TYPIC�L P P � P I � ! P - ! 11 - Q P P C3 1 DN I 1 i � �/'� :Yr't .!► is �i� � .� �... _... -. 1 /6" - 1' -0" S T P Y DN 2 2� I 5 Y4 D 1' -6" 55.2 w wt0. 1 12 Ca] P W12XI a [ [10] 0 01 - - cv C2 UP � � 4 UP � �, f f j i C ON W WI2XI6 [10] 1 D DN W W " 1 16 i jp;4 9 I P P P ! I � I P I ! H55 6 4 X3 1ei DIVIDE BEAM ! EACH I= EL TYPIC�L P P � P I � ! P - ! 11 - Q P P C3 1 DN I 1 i � �/'� :Yr't .!► is �i� � .� �... _... -. 1 /6" - 1' -0" S T STEEL FfRAMIN(S NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DECK SECTION REQUIREMENTS ARE AS FOLLOI Ix = .415 !n4 5x = .560 in (51-AB-ON-DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS 5PAN5J A ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED V41TH 6X6 k41.4XkqI.4 W.W.F. ALL e>" SLAB ON METAL DECK SHALL BE REINFORCED PqITH #rb AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 5/4" 4> X 3 1/2" HEADED ANCHOR STUDS SPACED V-O" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOPiN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHERE`,/ER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN V-O" X 1 SHALL BE CORE-DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1 X 1'-0" AND SMALLER THAN V-&" X 1'-0" SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X ro'-O" EACH 51DE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN V-&" X I' -6 "' SHALL BE SUPPORTED WITH AN L4X4X5/8 SUPPORT FRAME. LARGER OPENINGS MAY REaUIRE WILE FLANGE BEAM FRAMING. e>. JXXI INDICATES BEAM CAMBER (INCHES). <I. ALL Pqlr->r= FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING WITH ASTIl 4 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = IqO'-O" UNLESS NOTED OTHERWISE. 11. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL EL EVATION 15 1/2" UNLE55 NOTED OTHERWISE. I IF — INDICATES FULL MOMENT CONNECTION. 13. k DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE O X k LL UNFAGTOREP SERVICE LOADS. CI LOADS SHALL BE 50k P.L. AND 25k L.L. UNLES!a, NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWISE. 15, <�> INDICATES BRACE TYPE. INDICATES DIAOONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. ---- 18. --FXXk E INDICATES SERVICE SEismir- LOADS. Icl. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5 BEAM 1�EACTICN 5CHEDULE BEAM SIZE BEAM END REACTION MARK COL UMN SIZE Ci H55 4X4XI14 C2 HSS 4X4X3/8 C3 H55 4X4XI12 C:4 H55 6Xf--7 C 5 H55 6X&X318 c rp HSS 6X6XI12 cl H55 e XaX518 CS HSS SXSXI12 ce 1 aXaX518 CIO 1-155 IOXIOX112 Ctt HSS IOXIOX51f3 G 12 H55 12X12X518 C-13 I H55 12Xe>X5A n,F=> n;= 4:;T;=;=l F=l ;=\/-ATinN 11 STEEL FfRAMIN(S NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DECK SECTION REQUIREMENTS ARE AS FOLLOI Ix = .415 !n4 5x = .560 in (51-AB-ON-DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS 5PAN5J A ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED V41TH 6X6 k41.4XkqI.4 W.W.F. ALL e>" SLAB ON METAL DECK SHALL BE REINFORCED PqITH #rb AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 5/4" 4> X 3 1/2" HEADED ANCHOR STUDS SPACED V-O" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOPiN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHERE`,/ER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN V-O" X 1 SHALL BE CORE-DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1 X 1'-0" AND SMALLER THAN V-&" X 1'-0" SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X ro'-O" EACH 51DE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN V-&" X I' -6 "' SHALL BE SUPPORTED WITH AN L4X4X5/8 SUPPORT FRAME. LARGER OPENINGS MAY REaUIRE WILE FLANGE BEAM FRAMING. e>. JXXI INDICATES BEAM CAMBER (INCHES). <I. ALL Pqlr->r= FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING WITH ASTIl 4 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = IqO'-O" UNLESS NOTED OTHERWISE. 11. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL EL EVATION 15 1/2" UNLE55 NOTED OTHERWISE. I IF — INDICATES FULL MOMENT CONNECTION. 13. k DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE O X k LL UNFAGTOREP SERVICE LOADS. CI LOADS SHALL BE 50k P.L. AND 25k L.L. UNLES!a, NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWISE. 15, <�> INDICATES BRACE TYPE. INDICATES DIAOONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. ---- 18. --FXXk E INDICATES SERVICE SEismir- LOADS. Icl. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5 BEAM 1�EACTICN 5CHEDULE BEAM SIZE BEAM END REACTION V Ne3X15 k48X21 1q8X51 WIOX12 V4IOXIq VqI2XI4 N12XI6 V412XIq P412X22 H12X26 NI2X30 HI:2X55 VqI2X4O H12X45 &-K) 1^116X26? NI6X51 NI6X36 HI6X40 "I6X45 kq16x5 1^11�X55 1^118X40 1^112>X46 Pq18X50 V418X6O PqlaX65 NlaXll 1-41SX 1^12IX50 P424X55 "24X62 Pq24X 55K NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. 0 0 0 no <51& DIVIDER BEAM EACH LEVEL ls'r 11 12 12.& V - --0 Ic - --G I' ;�- - --0 i�- ---0 al i�- ---a - ---0 11 v ---a 5 5 x 5 5'- uJ Li x N55-3 i t I BFNF, I Z 10 z F 2L- 4 Of z W12XI& I2X kqA 119 ul kN412XI& (5) z X x 4 x ON 9,4 EfN I ON C5 ON C4 ON 2 .. x CI STUB Ix x X 4 It c at �f 9 " I ON C ILI) I .10 5/ _q 2' -2 112" .2 N cl IS E3 . ...... , GI i - 7 W 55 NOTE. PROVIDE (5) -5/8" <P PUDDLE k4FI ID5 /20 0 N 20 AT METAL DECK, I S-5 SIDE LAP AT SEC, 56. 2 G eTUe C TU ' [ISM :...... DESIGNATED BYI r T 56.2 P C5 D 1g 7?�--Il IAe0 if Ila -4 UP 55.2 [121 A It *1 /16.1 1 5/5 25 10 C4 UP C& ON - — - — - — - — - — - — - - — - — - — - — - — - — --- - -- — - — - — - — - — - - ry 55.2 t � � � � � ........... ..... ........... X - �� i I 7— d) IT ------- L ------ ------- ------ - _ _ _ �, v C2 UP - - - -� - - - -i - - _ -- - -- - - - - - - I -� U) ------------------ 14 14' -O" 14'-0 14'-0" I el 2 21 22 LEVEL F=>L4N 4NN O O O O Q <<) Z MARK COLUMN 51ZE cl H55 4X4XI14 C2 H56 4X4X3/,5 C3 H55 4X4XI12 C4 HSS &X6XI14 H5S 6X&X31a Cto HSS rbXroXI12 H55 e>x&X5/81 CS HSS aXi5XI/2 H55 8X8X518 CIO HSS IOXIOX112 CI] HSS IOXIOX5/le> C12 HSS 12X12X515 C13 HS5 12X8X518 I ,- 014 t I : � ,J L TnP n;= (:;T;=I=l PI PVLTInN Sr 5TEEL FRAMING NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2 (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 OA. METAL DECK. MINIMUM COMPOSITE DEC< -- - - - - - UP SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 M4 5x = 360 In5 4 1 -10 r,2 DN' (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS 5PAN5-) -7 ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH &Xro kslI.4X],qI.4 5'-1" L,5'-4 ;/4" Iq 15/16 W.W.F. ALL 5" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 5/4" (V X 5 1/2" HEADED ANCHOR STUDS d ( !3 SPACED 1'-0" ON CENTER UNLE55 NOTED OTHERI B*-r[XX]. ill 55.2 T R 5. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. - C5 UP � 4. a INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 02 OF r _5 D N LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. -JjTl" [121 5. FLOOR OPENINGS SMALLER THAN 1'-0" X 1'-0" SHALL BE CORE-DRILLED C2 UP 2 1 OR BL OCKED OUT. '_2 DN L 6. FLOOR OPENINGS LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I'-b" X I'-&" L 4 N SHALL BE BLOCKED OUT AND REINFORCED V41TH (2)-#5 X to'-O" i i V4122 [12] 55.2 EACH 51PF AND (.2)-#-5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN I'-&" X I'-6" SHALL BE SUPPORTED WITH rm 1 AN L4X4X5/8 SUPPORT FRAME. LARGER, OPENINGS MA`*r' REaUlRE WIDE FLANGE x BEAM FRAMIN&. N C3 UP! 552 C5 UP 8. JXXI INDICATES BEAM CAMBER (INCHES). 4 DN f "12 26 [20] C5 Dim , q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRADE STEEL, CONFORMING WITH A5TM 4clq:2. �4%7 10. INDICATES TOP OF CONCRETE 5LAE3 ON METAL OIL > r ECK ELEVATION. TOP OF 5LAa = 200'-0" UNLESS NOTED OTHERWISE. .......... d) " T U) . If. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL . ELEVATION 15 lq<l'-7 1/2" UNLE55 NOTED OTHEfRks[1517. L X N G �;�20 14 I_ INDICATES FULL MOMENT CONNECTION. A 2 C5 UP T 121 20 GS DN 15. j XXk DLI INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE - - - - - - 4" XXk LL UNFACTOREP SERVICE LOAD5. CI LOADS SHALL BE 50k D.L. AND 25k L.L. G3 3 U I 1 11 UNLESS NOTED OTHERWISE. I L C,4 DN 2 14. ALL BEAM SPLICES SHALL OCCUR 7-0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. P412X26 [12] 15. INDICATES E3RA<: TYPE. x 0 N INDICATES DIAGONAL BRACE � 1: 1 _ N -7'-0' 55.2 1 T '? " 11 DN 1 INDICATES EXTERIOR ROOF PATIO OR DECK. C2 UP 1 -2 C5 Uf C3 UP UP --, DIN, NI_2XI4 I&I �4DN C I , [a. XXk F C-2 INDICATES SEISMIC LOADS, Iq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.5 C2 UP Jk 1 4 Y" 50, 1. 20. 5PX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON S-1.5 02 D N 5 4 1/1"7'-1 5,4" 1 BEAM REACTION 5CN1EJDULE "12X26 [1!5] x BEAM SIZE BEAM END REACTION , x . . . . . . ..... Z v4e�xlo Pqe�XI5 "8,X21 "8X31 kqIOXI2 7 "IOXI(q C� C3 ON .... *12 10' N12XI4 kq12XI k412XIq H12X22 "12X26 16 - - - - - --- Vql2X5O "12X55 k4l2X40 "12X45 Y' "16X26 "16X31 X31 "16X36 X56 "16X40 &X4O K 2C1 2 HI6X45 "6X5-1 ....... X V412X26 [15] Nle>X55 N18X40 H18X460 kq0X50 Pqle>X60 P415X465 NlaX Pqk5X76 36K iV 2'-O" L C4 10 C5 up V42IX50 "24X55 V424X62 A24X-76 CEK C2 UP 3 up 55.1 C,,5 DN r I N L C4 ON NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO - - - - - - - - - - - - - -- - 2161 BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE I INDICATED ON THE PLANS. fl IS i ( cl U 4 55.2 k412X2�,[I&1 LA p 41 0 a - x N N 5.2 .2 DN kq1 X2 (20) N CIU ... ..... . N x I � \z N ! -< (:A? ........... .2 Nl d) CI UP P412 22 20 r_4 ON C5 DN of UP I N "IO� vj N12X26 x L G1 UP 5'-e,> 112' 2 A C5 UP 0 k416 '4,f v X G3 DN .......... .i 11 UP rip C4 UP C2 DN C4 DN o� l2XId 1,3 55.2 2 ON f W�2XI4 mod GI U F:/ Cl Pill - 7 110 I WWWA LEVEL (20v=,; 0 m �0 0 0 m 0 1 a coo < I 0 C) % O MARK COLUMN SIZE a] HSS 4X4XI14 C2 1 4X4X5/e* "12X14 1-412X[6 lq12XIq "12X22 " H55 4X4XI12 C 4 H55 6X&XII4 C5 H55 &X&X3 185 C& HSS 6X&XII2 Cl H55 B�xSx-z GS HSS 9+X'3XI12 K2IX50 "24X55 "24X62 k424X7(o H55 8X8X51£� Clio H55 IOXIOX112 Gil H55 IOXIOX51t3 u < HSS 12X12X5/8 H55 I2Xe>X51e> 'nf= nf= 5TT=P1 PI F=\/,ATInN P 6TEEL FR4MINCz NOTES: 1. 5LA5 ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL "EIGHT CONCRETE ON 2" - 20 OA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 In4 5x = .360 In (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS) ALL 4 1/2" SLAB ON METAL DECK. SHALL BE REINFORCED PqITH &X& HI.4XkqI.4 A ALL S" !BLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH NAY. 2. ALL BEAMS SHALL HAVE 5/4" (P X 5 1/2" HEADED ANCHOR STUDS SPACED 1'-0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. 13 INDICATES TUBE STEEL COLUMN D01-4N ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS PqHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1'-0" X P-O" SHALL BE CORE-DRILLED OR BLOCKED OUT. b. FLOOR OPFNIN05 LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I' -b" X I' -b'" SHALL BE BLOCKED OUT AND REINFORCED NITH (2)-#5 X &'-0" EACH 51DE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN I'-&" X I'-&" SHALL BE SUPPORTED V41TH AN 1-4X4X5/S SUPPORT FRAME. LARGER OPENINGS MAY REGUIRE HIDE FLANGE BEAM FRAMINO, 8, JXX"I INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 <51 GRADE STEEL, A2 CONFORMIN<F "ITH ASTM 4ciq2. 10. 09L INDICATES TOP OF CONCRETE 5LAB ON METAL DECK ELEVATION. "If TOP OF SL AB = 200'-0" UNLESS NOTED OTHERNISE. II. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 lqq-7 1/2" UNLESS NOTED OTHERWISE. 12. I T ICATE5 FULL MOMENT CONNECTION. 13. r Xk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE Xk LL UNFACTOREP SERVICE LOADS. 0I LOADS SHALL BE 30k D.L. AND 25k L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM 5PLICF-5 SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. INDICATES BRACE TYPE. INDICATES DIAGONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. I li. INDICATES SERVICE SEISMIC LOADS. Iq. C-PX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 57-5 21. AREA OF TRASH COMPACTOR (P41510HT = 20k). 22. AREA OF 8" CONCRETE SLAB ON 5", lS OA. METAL DECK WITH #& AT b" EACH HAY. BEAM FREACTION 6C1-1EDULE BEAM SIZE BEAM END REACTION 1 k4aXI5 NaX21 ksl8X31 "OX12 WiOXIq "12X14 1-412X[6 lq12XIq "12X22 " (' �&K 1 k412X35 k4l2X40 "2X45 ------- k4I&X26 k416X31 k4I&X36 1^416X40 k4l&X45 ksilrbX5 kqlaX35 kq18X40 1^115X46 k4l5X50 Pq18X&0 H15X65 Nl8X71 NlaXl& K2IX50 "24X55 "24X62 k424X7(o NOTE: BEAM END REACTIONS INDICATED ABOVE APPL TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERNISE INDICATED ON THE PLANS. • x C4 UP C5 ON X14 [a] 114, x N 10 ul 12 12.cn 13 14 1a lry 1f 18 i � r i i til t^ Uo 8 8 LLJ K - P LLJ 7 < Z Z Ln u < G A L° CL its Z) r- V < 0 ON C4 UP u el LW u -2 CO z uj is IE4 ON < Z u � < ad (0 < N Ln MOOG w uj uj uj If a M 00 CO C) 0 t 0 > U O R < LL K > -tt-ZX4 4P, ul c i co N � 71U � Q LLJ ,I ON Q) z rn T � O � 'ce SEAL NALD E, c1l UP uj F� C) = 71: < 0 0 V > CLm 155UEP FOR.: No. DATE COMMENT 0 PROGRESS 5ET p 08/02104 255 CD 5ET E Oil /01/04 155UE'E' G U P C I ON F . 10/12/04 ISSUE 'F' 67 1 1/15/04 RECORD PERMIT SET CI UP 12/13/04 RECORD PERMIT SET 1 01/14/05 /2\STEEL PACKAGE 1 02/11/05 A61 #4 0-5/16 5 0 0.5 4 A51 #7 L G5 UP 5 REVISED PERMIT 5ET : ON K cl UP Cl ON KEY PLAN t^ Uo 8 8 LLJ LLJ < Z Z Ln u < G A L° CL its Z) r- V < 0 ON u el LW u -2 CO z uj is u cl�l c Ln < Z u � < ad (0 < N Ln MOOG w uj uj uj If a M 00 CO C) 0 t 0 > U O R < LL U I IN > ul c i co N LLJ Q) z � O � 'ce SEAL NALD E, uj F� C) = 71: < 0 0 V > CLm 155UEP FOR.: No. DATE COMMENT 0 PROGRESS 5ET p 08/02104 255 CD 5ET E Oil /01/04 155UE'E' F . 10/12/04 ISSUE 'F' 67 1 1/15/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 /2\STEEL PACKAGE 1 02/11/05 A61 #4 0-5/16 5 0 0.5 4 A51 #7 L 04105/05 5 REVISED PERMIT 5ET KEY PLAN LEVEL (200f-0 FLOOR F PLAN PROJECT No. DATE 6400 3-01-04 DRAHN BY CHECKED BY T)m HS SHEET No. S2, 6b OF 3 0 N N O O / 0 0 a m o. no a1 <°z 0> ==a Z f2. ELF uj ED J t11 1 - 1p i W l2 X I4 Q Z -�-� "8X10 7:12 _Q w:. • I ILJ uj I� 'J ti7 1f1 lu 0 mm 3* 118X10 i - Ht _ I ` 1^tI-�,7Ci4 CS-NI 1 � ROOF EDGE DORMER 0 1 /4" = t' -0" COLUMN SCHEDULE MARK COLUMN SIZE C1 HS5 4X4XI14 C2 HSS 4X4X318 C3 H55 4X4Xi12 C4 HSS 6X&XI14 C5 HSS 6X&X318 C6 � WC m m omm G'i HSS 8XSX318 CS _ I ` 1^tI-�,7Ci4 CS-NI 1 � ROOF EDGE DORMER 0 1 /4" = t' -0" COLUMN SCHEDULE MARK COLUMN SIZE C1 HS5 4X4XI14 C2 HSS 4X4X318 C3 H55 4X4Xi12 C4 HSS 6X&XI14 C5 HSS 6X&X318 C6 H55 6X&X112 G'i HSS 8XSX318 CS H55 8X8X 112 C3 HS5 8X8X518 CIO H55 IOXIOX112 Gil HSS (OX 10X518 C12 H55 12X12X518 C13 H55 12X8X518 TOP OF STEEL ELEVATION SCHEDULE MARK BOTTOM OF METAL DECK (XXX' -XX ") TYPICAL LOCATION (A) 245' --1 5/16" MAIN ROOF RIDGE (B) 235' -1 5116" MAIN ROOF RIDGE (C) 22q' -q 518" MAIN ROOF RIDGE (D) 225' -1 3/16" MAIN ROOF RIDGE (E) 242' -5 5/16" DORMER RIDGE (F) 232' - I 1 15/16 " EAVES LINE (C�) 222' -Il 15/16" EAVES LINE (H) 212' -Il 15116" EAVES LINE (J) 202' - I l 15/16" EAVES LINE (K) 222' -5 5/16" DORMER RIDGE (L) 232' -5 5/16" DORMER RIDGE (M) 212' -3 1/16" EAVES LINE (N) 232' -1 1/16" EAVES LINE (P) 21 - 7' - 0 - 7/16" EAVES LINE (a) 212' -5 5/16" DORMER RIDGE (R) 215' -1 3/16" RIDGE LINE (S) 186' -2 3/4" EAVE LINE (T) 238' - 4 3/4" EAVES BEAM (U) 212' -Il 3/16" EAVES BEAM (V) 237' -1 1/2" FLOOR BEAM i BEAM REACTION 5CNEDULE BEAM SIZE BEAM END REACTION "8X10 1-48X15 WSX21 "8X31 "10X12 WIOXtq 8K Wf2X14 "12X16 "12XIq Wt2X22 "12X26 W12X3O 1112X55 1^112X40 "12X45 t6K "16X26 1116X31 W16X36 1-416X40 SPANS SHALL BE 3. 1116X45 1116X5 - 7 26K "18X35 1118X40 1118X46 "18X50 CE W18X&O WI 8X65 "18X - 71 WlBX - 76 36K 1121X50 "24X55 W24Xb2 W24X - 76 55K NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. DORMER 1/4" = 1' -0" � t I I I tt' GI i G2 02DNK, IC) 20 ' 55.2 it1 ROOF FRAMINn NOTES: 05 ON 1. METAL ROOF DECK SHALL BE 1 112" WIDE RIB, Iq GAGE 111TH MINIMUM YIELD STRESS OF 33 KSi. MINIMUM DECK SECTION PROPERTIES I i =1 ARE AS FOLLO "5: Ix = 0.253 IN`s Sx = 0.28q IN . MINIMUM NUMBER OF I SPANS SHALL BE 3. tiR. 2. (3 INDICATES TUBE STEEL COLUMN DOWN ONLY. CE 3. ALL ROOF PURLINS 1iITH SPANS LE55 THAN 1' -0" SHALL BE WBXIO UNLESS C2 DN NOTED OTHER"1SE 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. C► UP 5. Q INDICATES YJBXIO ROOF BEAM. 02 ON 6. =INDICATES OVERFRAMING. OVERFRAMING SHALL BE CONSTRUCTED Q 73 WITH 6 ", 0 0A. METAL STUD 11ALL5 (2' -0" ON CENTER STUD SPACING) SPACED ME STEEL AT 4' - FR,,MINn NOTES: cr- 7 -i' � Cl UP 1. SLAB ON METAL DECK SHALL BE 4 I /2" (TOTAL DEPTH) NORMAL Gt UP G 2z7K. WEIGHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMP051TE DECK r SECTION REGiU1REMENTr..r- ARE AS FOLLOWS= Ix = .415 in4 Sx = .360 in W12 (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)-CONTINUOU5 SPANS.) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 W1.4XW1.4 DOWN W.W.F. ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 3/4" Q> X 3 I /2" HEADED ANCHOR STUDS 3. SPACED 1' -0" ON CENTER UNLESS NOTED OTHERWISE BY (XX3. {= INDICATES TUBE STEEL COLUMN DOWN ONLY. CC 4. ■ INDICATES TUBE STEEL COLUMN UP AND DO "N, UNLESS IT 15 ..� UP t LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. f 5. FLOOR OPENINGS SMALLER THAN 1' - X I' - SHALL BE CORE - DRILLED t4 _ OR BLOCKED OUT. 6. FLOOR OPFNIN05 LARGER THAN 1' -0" X 1' -0 " AND SMALLER THAN I' -6" X I -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #►5 X 6' - OVE FRAME EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. G2 D '7. FLOOR OPENINGS LARGER THAN I' -&" X I' -6" SHALL BE SUPPORTED "1TH - - I i AN L4X4X5 /8 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE WIDE FLANGE CE I BEAM FRAMING. 8. €XX" } INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRADE 5TEEL, (� CONFORMING WITH ASTM 4gg2. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. CI UP TOP OF SLAB = 210' -0" UNLESS NOTED OTHERWISE. 14 If. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL O EN _ I 16X45 (I ] ELEVATION IS 2OW -7 1 /2" UNLESS NOTED OTHERWISE. 3 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk I L UNFAGTORED SERVICE LOADS. CI LOADS SHALL BE 30k D.L. AND 251-, L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM 5PLICES SHALL OCCUR 2` -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. V INDICATES BRACE TYPE. 16. ■■■ -■ INDICATES DIACONAL BRACE M. Q INDICATES EXTERIOR ROOF PATIO OR DECK. 18. Xn - INDIGATE5 SERVICE SEISMIC LOADS. 1q. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 - 73 Of 20. SPX INDICATES SPLICE PLATE TYPE. 5EE DETAIL 2 ON 5 4 1^18X10 �� ?:12 ly I i HS5 6X�X318 - _ � I 4 r �! 01ERFRAME I 14'- oe i I ( I i I i I � I I 3 i I I I I i f I i I r i I I I I I 4 I I I I I t I t� Imo 1 u - - 05 ON ,a N C I i =1 I I I tiR. ., �, . v, L---z GI UP C2 DN I C► UP �2 02 ON "12X22 (6 Q 73 OVERFR ME I � 7 .... C! UP I UP 7 -i' � Cl UP I cSJ Gt UP G 2z7K. d r I W12 45 DOWN d' Ot� .142 I : .G3..C?1 t. '. ib?C4 [14 ; ..� UP t f 2i ' t4 _ _ OVE FRAME I - G2 D - - - - - - - - I i I I ly I i HS5 6X�X318 - _ � I 4 r �! 01ERFRAME I 14'- oe i I ( I i I i I � I I 3 i I I I I i f I i I r i I I I I I 4 I I I I I t I t� Imo 1 u - - l I � i I � _ d' I m 6 E C2UP G2 ON i 6' -q,. G2 ON 14' -n" 56.1 � I III Z I i =1 -V .. f tiR. ., �, . v, L---z i �2 X - 73 61 UP ! { � 7 .... C! UP I UP 7 -i' T -1' Cl UP cSJ Gt UP G 2z7K. r W12 45 DOWN tz1 .i Ot� .142 5 (143 UP fps ' : .G3..C?1 t. '. ib?C4 [14 ; ..� UP "12X4 2i ' _ _ - Cf ON (� CI UP YXlf6X31 14 Q O EN _ I 16X45 (I ] d K 3 tt - - II K - Of EN G4 DN I G3 DN - " O N O N N I 2 DN a C tN MC12X1 .6 DEC K AN GI U 1"11 X14 CI UP C4 D Gl UP t_. lI I CI DN -3., ,_ CI ON GI UP __ -- "12XIq GI UP G! UP GI DN l 21 ) _ f N GI ON Cl CI DN 56.1 t i I I 1 E I i I I I I I I 1 r I_ 14' -0 I I i i i I I I l I � i I � _ d' I m 6 E C2UP G2 ON i 6' -q,. G2 ON 14' -n" a N 0 0 v 0 0 v m m o� i0 0 COLUMN SCHE DUL E MARK COLUMN SIZE Cl H55 4X4XIf4 C2 H5S 4X4X518 C3 HSS 4X4XI /2 C4 H55 &X&XI 14 C5 H55 &X&X3 18 C6 H55 6X&X1 12 C'I H55 8X8'X3 CS H55 SXSXI 12 C9 HSS P>XSX5 1S C1 H55 I OX I OX 112 Cti H55 IOXIOX5 18 C12 HS5 12X12X5/5 C13 H55 12X8X515 T r r" = c,T 1=1= i =1 ROOF FRA"INC= NOTES: 1. METAL ROOF DECK SHALL BE 1 1/2" WIDE RiB, iq ,&AGE WITH MINIMUM YIELD 5TRE55 OF 55 K51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: ix = 0.255 IN 5x = 0.25 INS . MINIMUM NUMBER OF 5PAN5 SHALL BE 3. 2. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 3. ALL ROOF PURLIN5 WITH SPAN5 LESS THAN 7' -O" SHALL BE WBXiO UNLE55 NOTED OTHERWISE 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. Q INDICATES W8Xi0 ROOF BEAM. 6. =INDICATES OVERFRAI` . OVERFRAMING SHALL BE CONSTRUCTED WITH 6 ", IS !vA. METAL STUD WALLS (2' -0" ON CENTER STUD 5PACINO) 5PACED AT 4' -O" STEEL FRA"ING NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REOUIREMENTS ARE AS -- FOLLOWS: -Ix =,.415 in -4 . 5x - -= .360 in3_ (SLAB -ON -DECK. SHALL BE A MINIMUM OF (2)- GONTINUOU5 SPANS.) 1 ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X& W1.4XWi.4 ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED WITH #& AT 10" EACH WA Y. 2. ALL 5EAM5 SHALL HAVE 3/4" 4> X 3 1/2" HEADED ANCHOR STUDS SPACED 1' -0" ON CENTER UNLESS NOTED OTHERWISE BY CXX]. 3. r] INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. § INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -0" SHALL BE GORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENIN(95 LARI'�ER THAN 1' -0" X 1' -0" AND SMALLER THAN i' -&" X 1' -&" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X b' -0" EACH SIDE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. 7. FLOOR OPENIN05 LARGER THAN i' -&" X I' -6" SHALL BE SUPPORTED WITH AN 1_4X4X3/8 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE WIDE FLANGE BEAM FRAMING. F5. [XX "4 INDICATES BEAM CAMBER (1NGHE5). q. ALL WIDE FLANGE STEEL 13EAM5 SHALL BE 50 K51 GRAPE STEEL, CONFORMING WITH ASTM 4gg2. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 210' -0" UNLE55 NOTED OTHERWISE. 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 20q' -7 1/2" UNLE55 NOTED OTHERWISE. 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LLI UNFACTOREO SERVICE LOADS. C1 LOADS SHALL BE 3ok D.L. AND 25k L.L. UNLE55 NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. 15. <?> INDICATES BRACE TYPE. 16 •..�..• INDICATES DIAGONAL BRACE 17.0 INDICATES EXTERIOR ROOF PATIO OR DECK. 18. a XXk E INDICATES 5ERVICE 5E15MIC LOADS. Iq. CPx INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. 'SPX INDICATES 5PLICE PLATE TYPE. SEE DETAIL 2 ON 57.3 BEAt - 1 REACTiON &CI--IEDULE BEAM SIZE BEAM END REACTION W SXIO " 8 5X15 "X21 "5X31 WIOX12 WIoxlq 5K W12XI4 WI2XI6 1^112Xlq WI2X22 "12X26 "12X30 "12X35 "1.2X40 "{2X45 16K WI&X26 WI &X31 "16X36 WI &X4o "16X45 "16X57 26K Wli3X35 "5X40 "18X4& "{8X50 Wit3X60 k4laX65 "18x71 "18X7& 36K 24X7 ."21X50 "24X55 "24X62 " 6 55K NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. 10 11 12 12.4r� G > 13 5 lea 1� 18 19 lei _i 20 21 22 + 14' -0" 14' -0" 5' -5" 5 14' -0" ° 14' -0" ° 14' -0" t4' -0" 14' -0" 14' -0" f ! ` -4" - 14' -O" 14' -0" ? le ' - - - - - - -- - - - - a - - s - --+ - - - - -- - - - - - - - i ° ° 13'_8,,, ,4•c 111Ib , 13, -8,, I0' -3 3/4" 4' -" 4' -ICY' 4' -8" 10' -3 3/4" 3 -4 It G1 UP Cl UP ° Z W12 CI CI X H 12X14 (10 ! G I ON + 2-1 + CI ON WBxt + a 12X14 [10 C i X 2 UP 27 L2-UP CI P G2 UP C2 UP UP 1 r- r - _ 27 C2 UP _ G3 ON r 55. 3 03 WIOX12 [8] G4 U , 1 N G4 DN G4 DN C I ON _ 55 2 , G2 DN , WIOXR2 CS] K ON 12X14 [I ] - 12X14 [10] i -U _ N - - - �- ® + 3 K I G2 D �.� i�tl2 I [IG? _ +� Cl DN 13 WiOX12 &] °- - - - - - - - - - � �Q " d 1" U � ! = G4 ON G2 25 = = ' G4 UP 55.2 C4 UP C4 UP ' r G1 UP - 1 6 , m "8 "18X15 WIOX12 [8] ! G4 ON "IOXt2 [8] 55. - G4 DN .D G71DI G4 D N -- N i4 _. _ yl WIOX12 [8] t _ C2 ON OPEN WIOX12 [8] W12XI& [l0] Xl& [10] x - G3 f1P - Cb UP r GI UP WIOXIZ C5] WloX12 C8] p G6 _ Gb N d u \ i6 Eli: d C2 ON _ ° _ - + III r r - i + N (y tiz WIOX12 [8] i - WIO 2 [8] m 4,_3,. i" ti7 " W 0X12 [a] u i - C4 UP W Ii) IOX12 [�l] ` - "IA?E1 ° m WIOX12 C8] -14 _ - - - - _ - 55.2 _ _ _ _ _ _ _ - - X C4 DN - Z 55.2 r SPI �_ X 7 n - G5 UP + C5 UP G3 DN 56 2 _ 5 � _ t0.6 i _ (� ' -1 I /2" '7' -4 1/2' 6" 7 7 '7 6' - 7' -5" ' - 6' - I ' -4 1/2" ' -1 1/2" �p G6 MG12 00 DN 1 G5 Dl�t ` m O WI2 O 53 t4 1&x 12x1 1 (�0 Wt0 12 [�] �4 ` 0 ti4 (} X WIOx12 [8] WI0 2 C8] i I � _ - Q 0 O ' � ty 11.1 z � K - CD Z � � � `� 0 � X X i X X' X X X � � � (1 - ( � _ N u3 X G& UP (� X N N _N N N N N XX m i (� 1 ^ J r' 0 12X1 tl 7 G6 DN ! m 3 3 3 , X Z I/ ] j! 1 12XIq [10] - _ i 612X5 301 X35 ] i , _ _ _ - + ! 20 + 25 ^ 25 + 0_ ! 21 - X w N tti C5 UP - 1 , t G2 UP i 12X1 i 21 tV . i , TOP 0 � G5 ON i ( � �j � � 55.2 � CONCR TE _ � G2 DN t j �t1 `C7 UP G „b UP c,6 12Xtb 10 GI ON 55.2 m i W12xlq i � 11/23 "12X101 [14] Wl i0 2 ] ON o P D p Co 1 ° V €I /21 "12X26 C11 i WgXiO - - - - - - - - - r _ kiX C28] �. �t12X1 X + PQ - - = u' - - - N W N 16 26 14 ' G5 UP ' ' ! 1 W12 � 1 ] r , 1 z , ` - 5P3 5P3 Gq UP i . Q )( ` s 1 iq 1 0• N L 2X O - i ! N _ 2 2 2 q q _ 7 2 �• ,,, N 10 10 10 10 A _ , 12X! W 12Xlq 14] ! _ N _ - T th N tri ry 55.2 ry X � • X T N Q ! C ON N � U) s s s X101 � ^ ti s s s s ' ' N 12x1 X ' "12 14] - - - _ _ � - ry � X X X X X X MC 12X 10.6 56.2 Q + "12X101 ! i , N _ N N _N N N N 1 23 "12X26 [I a I] D 0 C P_ i X N 3 3 ' - - l - _ - -- N G UP i I � � Ct UP 6 _ G7 UP i - ' ! G5 UP G4 UP G4 UP G4 UP gg,2 18Ki j( CI UP C& DN CS O ON G4 G4 ON G4 D 1" N N + Cl DN + + 11/23 i "12X16 [12] DN - - C5 DN 2X14 [& [ "12X22 2 ] "1 XI 10] ; "12X1 IO] l /2[ "12X26 C14] yl _ _ _ _ _ _ _ _ _ _ •••••• _ _ _ - - __ - - - - - - - - x -BRACE � cfl "1"1 (10 ]` _ WI2Xlb [10] UP AND DOW i 3 tj U I = �0 UP �, {VP X -BRAG WI2X14 ] ` W12XI4 + Gb DN ~ G ON - UP AND D WN N -' O tN i3 r Q 55.2 () i +s €t /2 + Xt6 C1 2 + S5,2 + Ii/:4 W12X2b I ] c I i I - X ti N r „ =t [i/2} WI2X35 C2 N � N 3 N ! _ � X d- GI UP d' G4 UP �' ' (N 0 "12X35 2O] Q 3 C11 UP + - CI DN X G4 ON 5 '� ' ° fiS X 210 " -O" (} �' X ! GI ON - - - - - J X - - - - - - - - - - - - _ _ __11Z 23 KL2X 2 ] r - - N - - - TOH - 70 10, �� G ONGRET [I /2[ 12X16 [12] t fV 55.2 CI UP dJ X GI ON 13 ° ' �_ Lam•. Q t + 55.2 - 4 S5.2 GI DN Cl DN €1/23 "12X2& G, ] �4 W I2X35 203 5 0 „ 5' -0" ' i Q C1 U Gl UP ' of UP Gi UP U i I + i 4' -q" i i - q N C11 UP G7 UP � GI D G1 ON WI2 !4 GI DN I ON � � i X [I /2 WI2XI& [12] - u 4 ,:3 UP s G3 UP t UP Cl UP l �\ Gi DN X - BRA s 3 X 55,2 ! + G7 ON UP AND D K - N t3 N Q _ �_._ OK , 25K i CI' ON 03 ON G� DN CI ON 1 7' ! 40K _O N OPE _ I ° OPEN W12 XS7 [35 _ ~ 1 40 [20 12X "12 14 (&)7u {1/2'3 _ , "12X22 [20 "1& & [22] wlbx2& [I _ -._.. U p �� , 1- •III &X3 [22] - � E -_ _ j X3 ta _ 35K Q G5 UP CI UP Cl UP (� 20K 30K _ E - G7 UP + i CI UP 20 2$ Cl UP GI UP GS UP GI UP Iy 2' - 5 i/5 Q GI P CIO ON 0 C& ON G5 ON "12X14 [ " 12X14 6 ] .,C5 ON G7 ON 5.- 1/16" I 11 10 Q ' "12X101 iV23 Wl2XIq (1 411 [1/2, N �- _- - - - ____.. K 1n1I2X1 101 8' -3" GI UP - f 3 /4' 7' -0 .7 -C7 3/4 _ % �� ' C> Ii / I b' ' 7' E 11/16 0 t I -C >" '�17 _ X -1 5fi6' 0 G2 ON -� _ ! !() r _ I >( N,- ^ _ J f Q X + i 0 m 1,1 _ _ 2 P m t�} I"n - 2 UP X T IR �, N Q O- G2 UP f X i N sr ! 0 X 0 m N iii � 2 V (} (tl 2 4 m 0 N N N 7C tl) i X 3 i- G! UP E # N €1 W12Xiq [14 S1 _ N 5✓. N ry N _ > 4 X N - x N X N 5 X 3 tXV - - 3 - - -5 - - m - _ 3 _ _ � _Wt x� [lo] - C4 UP �� + s - ! dj 5 UP G6 UP Gill UP O GPI m SLAB s C5 DN 55 2 }j Q 6 DN - Sg 2 Gb ON N ry G✓ ON { C3 DN !!!+ 14 , _ ED aE _ {I/2} "12X101 [14 - N 36K 6 i 3 L�116x2 [i(�] 1N116 40 263 i ! n N.B ! Wl2 + SP2 !_ �_ _- - WI&x7 [50] K { I W 6x77 5O] 40 20 7' -2" 20 b' -11' b' -11" 20K b' - K 7' -R" 30 c t4 10 - - G5 UP i [i/2[ WI2X16 12 11 20K -'_1„ ___ _ -� Ic-� 20K I -1 __ _� 7 '-1" , WI2X14 [10 GI - up m d +Q G6 ON I ' N 0 ^ ., .. d' 0 d' m _ 4 7' -) { s i 7' -i m 7'_2 ° z �r1 X v9 ° 55.2 X m ¢i/23 "12X101 [14] -L C� 8 - (( - - N -! 1 _ °...-... � - - { -_ _ _ - - -i - - - 61 -UP C - X ! 201 M Ni 0 X z - m N I X X N!- 26 X N © X I 26 N -, 35K N N 55.2 - d dl IZ , _ 55.2 _ 0 - X ^ N 2 6 d CI UP N CI UP GI UP N 55.2 N Ci UP ! 111 m GI UP N 55,2 + i tQ [ 1 f2 W F2XI& [ 12] - i 3 "12X1 12] X m + "12X14 N WIOXI2 [5] � -' - "12X1 t2] n} "12x14{ 12] IN G4 U I G1 UP N - - - - _ - _ - W12Xi4 - CI ON i 4 8 4i 0, 4 ,. .g 4' C> 4' „ ! m ry I d} i i ... . X w Q 1u = c5 d 0: Q f� d _ €1 3 Wl2XIq [14], C5 UFO , 4 C) . i d X Tt1 X GI P �`? fi1 G UP GI uP 1 UP ! r 1 UP t " ry i X _+ X _ X st X _ X u �l cQ y 111 �.. I tV K. Eli' N N 45K - W - - XI (}-- - � _- - - 1/2 i1�2xi6 [►4] d3 - 3 Gaj U; ..� ry 35 K: t R K I I m � W1 X36 WI6X36 5 - 16 6 - W16 GI UP 5 � i ! - X ? - 9 UP ,AN_ D DOWN G6 Lip ` Gl UP GI U - Gl W Cl U C6 ON C2 ON C2 DN GS ON k 2 ON 2' 14" C5 D ` 1/23 WI2xlcl [14 7 ! II '_a ( 4 G ! 30K r 04 ! i -` I [If?[ "12X16 [12] X _ Cl I I �_ ° C5 U �p ; G2 UP Gt UP ' GI uP CI C1 UP ON C ! ! - 1 7k E 2O I Gb Dt _ I j E2 ON GI ON Gl ON GI ON CA ON - - --�-- - - - - - - - X i €1/2ij N12X16 [I2] � tt CI UP GI UP C2 D ! i l- 13 aP GI N 12 14 10 G D 12Xi 6 €i -� �# 4 W12 f�i [1' [ "12x101 [t4� _� X + ci 13 X X X (211' 0' - j , it /2# "12X16 [12 N C2 UP C2 UP I I 1 1 G3 UP q ] - G3 U ED o ❑ + � G4 D ' of D d i}�_ S] (' WI X50 [16] 4 W! 4 O] "12X26 CI G7 Ul j 3 20K i 4 ' C2 ON 2' I 2" 1 I G5 DN 3 ON + ^ + C7 Dt €i/2 "3 "12X101 �] 5 _ £i/ °[ 2X16 [12] 5 • H55 C5 1/4 _ 0 d ` N Q STUB N GI UP N ! N q i N q m 1 (TYP. ° LACES) \D _° N Q j t y X 22 H55 3X3X1/4 u- 20K X I€ t ry 55,2 N N 55.2 0 i S5.2 STUB COLUMN _ t� X N W X 1X� X q (( s Qd N C3 UP 55.2 if G4 Dl G4 ON iv - WI2X4O [2O I 2OK Wt2X40 b] 20 - - - - - --- - - - - - - - -------------- q q' -4" i q' -5" ~� cl 5 I q -5 -7 I/2" 7 -1C> 1/2 7' -C >" 7' -0„ d -j,_„ 1 H 3X3X 14 c1 H NGER = E \ tip 2 K 3 .,, . ......d X > ,-* X. N II r + 22 d� \N ICI UP N i%+CSXie?: X + - + + � G-3112 >� © N , ON 55.2 , (� I'1 DN C - I l Gf� L _ �z.,,... .. r 13 �_ _ _ - - - - ----- 30K ° "1 &X31 [40 16x100 40 �� - G5 D w _ 1 56,2 _ _ 1 ---- - GI UP ! 2:G7..::5 - p.. J Q 55.2 1_2 i• - 7/16 , ..l^I.2 I�}. - - � _ - _ _ _ _ _ � _ - --- - _ - _ _ _ N e W ! W12XIq [IO].......... _ { JJ + �1' -4 ��, �} 01 ,_ 5 „ 01,5„ 6' -5 "`-' , S '. (N RACE 1 8 -4 1/2" 7'- lO - 1 /2 "d3.. 4 , _Q ...... E= S EC. X lY X j � - � �M 12X106 12/56.2 ! r i t4' -0° t4 -0 11 -4 -8" {4' -0" 14' -O" X - , ry [10 G i 1st:.. _ - _ ! H% 3X3x1/4 5 UP 3 N TUE3 COL - Q Q Q w) 2x14 I r 010 _� P- G3 U - 8 ON {y X G1 UP C5 ON � 1' -0" 7- BRAG I /f i � �, _x__ AGE UP AN = W RE= 3EG 1 MG12 .6� 12/56.2 °_ , i + 18 1`3 18.7 2O 21 22 G3 UP -_ 5 - 12X30 [16 SUP I - G _ N r WI 14 X10 Xt C G DN 12 I UP I r ,I 5T 1 1 TUB ' "12x1& & D 1 13 f I i f �� L ( 2 1 L O`er 1 i I.� OLU OLUMN 1 J "12X14 gXIO ` W 2X✓5 ! OV RFRAME + , ` i r Wt2Xl4 56.E Xigd s lO co 0 0) <0 Z m N12X14 U-1 MARK - 1 Cl HS5 4X4XI14 C2 H55 4X4X518 C3 ! am G 4 a . < X H55 6X&XI12 LLJ (E) CS HS5 8X8XI12 (F) HS5 8XOX518 CIO H55 IOXIOX112 G 1 Lu C12 —131 H55 12XI:2X5123 Lu HS5 12X&X5/8 202'-Il 15/16" EAVES LINE (<) 222'-5 5/10" DORMER RIPOE 4 232'-5 5116" DORMER RIP&E { 7:12 EAVES LINE (N) 232'-1 1/16" FA\/F5 LINE 21 - 7116" EAVES LINE (0) 212'-5 5116 " IL z CL uj lY uj w uj PON "M "e>xIO I ]]'t t:=N ' ROOF ED&E D a Rt"I E R 0 1/4" = 11-01, COI-Ur-IN SCHEDULE MARK - 1 Cl HS5 4X4XI14 C2 H55 4X4X518 C3 ! am G 4 a . H55 6X6X518 1 V416X5 H55 6X&XI12 MAIN ROOF RIDGE (E) CS t:=N ' ROOF ED&E D a Rt"I E R 0 1/4" = 11-01, COI-Ur-IN SCHEDULE MARK COLUMN SIZE Cl HS5 4X4XI14 C2 H55 4X4X518 C3 H55 4X4XI/2 G 4 H55 6X&XI14 22G' -cl 5/8" H55 6X6X518 1 V416X5 H55 6X&XI12 MAIN ROOF RIDGE (E) CS HS5 8X8XI12 (F) HS5 8XOX518 CIO H55 IOXIOX112 G 1 HS5 IOXIOX51� C12 —131 H55 12XI:2X5123 L c HS5 12X&X5/8 TOP OF STEEL ELEVATION SCHEDULE MARK BOTTOM OF METAL DECK (XXX'-XX") TYPICAL LOCATION (A) 245'-1 5/16" MAIN ROOF RIDGE (5) 255 3/16 MAIN ROOF RIDGE CR) 22G' -cl 5/8" MAIN ROOF RIDGE 1 V416X5 225'-1 3116" MAIN ROOF RIDGE (E) 242-5 5/16 " DORMER RIDE (F) 252'-Il 15/16" EAVES LINE BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE 222'-11 15/16" EAVES LINE (H) 212' -Ii 15/16" EAVES LINE (J) 202'-Il 15/16" EAVES LINE (<) 222'-5 5/10" DORMER RIPOE 232'-5 5116" DORMER RIP&E { 212'-3 1116" EAVES LINE (N) 232'-1 1/16" FA\/F5 LINE 21 - 7116" EAVES LINE (0) 212'-5 5116 " DORMER RIPOE 215'-1 5/16" RIDGE LINE 186" -2 3/4" EA\/F5 LINE (T) 238'-4 3/4" EAVES BEAM (U) 212'-I1 3116" EAVES BEAM 1 25 1/2" FLOOR BEAM 4 10 1'qeIxIO 14'-0" 14'-0" 14' I . W-O" I. 14'-0 I ROOF FFR,4t NOTES: I METAL ROOF DECK SHALL BE 1 1/2" AIDE RIB, Iq C-7AOE WITH MINIMUM YIELD 5TRE55 OF 33 <51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: IX = 0.255 IN Sx = 0.2,5q IN . MINIMUM NUMBER OF SPANS SHALL BE 3. 2. E3 INDICATES TUBE STEEL COLUMN DOWN ONLY. 3. ALL ROOF PURLIN5 WITH 5PAN5 LE55 THAN - P-O" SHALL BE k48XI0 UNLE55 NOTED OTHERWISE 4. (XXX'-XX") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. F11 INDICATES WSXIO ROOF BEAM. 6. =INDICATES OVERFRAMIN0. OVERFS-ZAMIN& SHALL BE CON5TRuC WITH &", 1e3 &A. METAL STUD WALLS (2'-0" ON CENTER STUD 5PACINO) 5PA<'Er'> AT 4'-0". STEEL FFRAMINCz NOTES: I. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DEG KS— SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 In4 5x = .360 In (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH &X& kq1.4XHI.4 A W.W.F. ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH 1/4N.- WA Y. I ON LN 2. ALL BEAMS SHALL HAVE 5/4" (P X 3 1/2" HEADED ANCHOR STUDS 1 5PACEF-> 1'-0" ON CENTER UNLE55 NOTED OTHERI-415F BY (XXI. 3. (3 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 OPENINGS SMALLER THAN 1'-0" X 1' -O" SHALL BE GORE - DRILLED OR BLOCKED OUT. 1b. FLOOR OPENIN05 LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I'-e>" X 1 SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X 6'-0" EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENIN05 LARGER THAN 1-6" X I'-&" SHALL BE SUPPORTED WITH AN L4X4X,3/& SUPPORT FRAME. LARGER OPFNINC-75 MAY REQUIRE NIDE FLANGE BEAM FRAMING. 8. 1XX"j INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, (�,ONFORMINO WITH A5TM 4q<;12. 10. k INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. 111W TOP OF SLAB = 220'-0" UNLE55 NOTED OTHERWISE. II. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 21q'- 1/2" UNLE55 NOTED OTHERWISE. A, 12. T INDICATES FULL MOMENT CONNECTION. 15. XXk DLI INDICATES 5TF;ZUCTUr-- COLUMN OR BEAM LOADS. LOADS INDICATED ARE 1XXk LL UNFACTORED SERVICE LOADS. Cl LOAD SHALL BE 50k O.L. AND 25k L.L. UNLESS NOTED OTHERH15E. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWISE. , 15. INDICATES BRACE TYPE. INDICATES DIAGONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. Ia. IND ICATES SERVICE SEISMIC LOADS. Iq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 -7.3 X =X - 7:12 R (f,2 ur- C15 ON 20 , =IV 1 5P UP NI.2XI4 LZ>J L — I . D - - I , 'U l .1 K I UP I Lu I-IN -BRACE 00;Z� cl UP up CI up 7 712714E()" b, 41 t55 > U." I f . E iN \� CI � C3 ON C2 ON C2 ON -1 P 5 ow, �Plylxl x5o u PNq 1.2 X �l D X - 5/4 I I "1 14 a 1-101. Pql2X14 (& I V412X14 (61 Vql2X14 [6) H12XI4 [6 :�N ' 4) PI ?N/ 01011111010 11" 11 -J� I C�j 10 1 2 X m SEAL Q BEND 42 L " 1 p� CI ON CV AY412XI4 I up ar) — �! M14a X50 X X 7 X 4 ' 72 - - - -- k \w N IN LIN f I ON 01 ' 0 1 D N H 4. BEN X X X X X X -BEND 17 - Q kql2xlq N14X2& 562 I N 1 "12XIe, 0 19 � 7 � -'-t 1X N i ! N m 0 kql 50 PNq I 14 L t 451 k� X -I �y - frA 222'-10") U PNq 1 (62 2d k4l2X )-- S. .1 3 Gi UP I 5 TUB� 7 C) \z OVERFRAME T61 -- 1 lite 7 , _2„ CI ON IQ 21 r,-' BEND (f) H55 x&x3la X = T 'A2 ro us f14 'u-7 X 02 5 NI2XI4 (ro I X14 F X 12X1 ±— - - - - - \ _ _ I N ♦ 4 - - -- - �` - _ _ 1 1Ji0X12_ � - _ � � COLUMN � 40 ,J 4Q c..5 -f�W , - k O N 56.1 N 3 - 'Q� - V � i r ' IT 0 1 Vqle>X51 [25' 35 k4IOX '7- e-Tz IV v I I ❑ I ♦ - 10 1a 56.1 ROLLED I HS5 /I e- It) N[6>XIOO X&X3./a PL Ht> N12XI4 Cl U 01 C 2 )IN (N I t -7 -- e- - — - -A I 0 - 7:12 C�l 5Tt)E3 I X 5( WI2XIq r1, Pql4x26 io 6. - - — - — --- _ '-'7 514 -11. -7 X US X p PqI2 I ON BEND X z (N 6 -7' 1 m 11 1 (2.20'- 1111o"') \ ' <50, � e > X X (N X cj X Cl Lip X U) 52 �VMN pj = (N (N CA X kql2X[4 12XI4 U) f P412X14� of UP N12XI4 IN of UP 01 UP N N E3EN0 01 ON 0 It m Ci X ` d c'I up -ILI 10.1 LI/ 4 ]/.Z < X AT X 't N kql2X14 ocl UP 4 ........ ... ...... 10 at �- I I 1 I P 10 .......... ....... ...... ....... 57( fj 21 -- — ..... ........ 04 CI UP ............... cl UP N • � ON, I PN (N r:: X, 55.1 ..... a� : : .... T - Z (3 x l� -I 0 . . C.2. UP. . cl UP t X ... .... 11 UP 01. up.. ....... .2 Z--7' . � - .... c, UP N K. UP . ..... - ...... umi ... . ........ 7- ®_ � R' - .. X ......... ...... ... 2X14 V412 Icl - NI&X5 (H) 2 1 :, XcI [ ' , RACE 010 213 5'-0" 51-0 G 2 up �5x� 5 (211 --22- C5 ON Up Nle>X40 [141 "&X 26 (fro] 1 UP k424 4 59�1 - 7 1 -1 1, -7'-1' ' f - \ _ _ ` _ _� _ _ _ _ _ C ON C5 DN C ON C2 ON JP d* C5 ON N f C5 ON If 12 B \ - g E 0 40 e MC12XI0.6 le, 'X C3 ON 0 GI 0 2,' 61 D 1 q It 0 Ell X X N 21 56. IN X 5( 0 5 0 3 =06 X X rl -1'7 51 X d d ( 1 I \ \ ,/ \ mr-12XIO.& MCl2xIO'- N X X CLM M012XIO 6 � Mf � \ � I OVERFRAME I ON 071 < � B> - - - - - - y - - - - - - - - - - - 1 2X 16 YJ (H) v � I (H) I - - - ' - 5 ON 25 A 00' 1 21, 1 4 (H) Pq12,� 22 z -1 01 ON 01 ON GI - 51.2 X - 7:12 - .12 F X N )< :rsF-1 X X N U O oO - 7 51, -Iaal N ry 01 2X22- < — v- 0, V412X22- 10 T"12X14 - p � \ -Act - -4 -'- II 0 2X141 ITI-J. w6xl(, X , L 0" BEND ❑ - r,> ID ED C ON '2X '30_ IK Pql&xll BENT ENT ' 1^116X76 EN ❑ m m It ❑ I I d� F171 K2X14 i X X J y. 12X14. (N N V412 16 FT11 F 1 56.1 IW12X.22 (N 11 L K \ X N�-; w N 1-- I ? Z w - 7 1 -12 -12 12XIcl (q PEN > ❑ xlb Cl ON rl ON 0 2 r_> ON \ Wt2 16 (H) - _ _ - _ - k412122 irt (H) 15 kq[2, "I (H) X 56. X :: 1 JK Z 11 — 0 It LN ul 2 X 210 L '4C12 51 12XI4 E 64 N M 1 ON 1) <:,12 KIO.6> 4' CI ON tllc�11:2 I .6 21 - BE NO - C -21, * 56.1 - 7 , -1 7 aEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION NgXIO NaXI5 1-48X21 k48X51 k4IOXI2 "OxIci I V412XI6 N12XIq K2X22 H12X26 K2X30 1 J N12X45 CR) "I&X26 V416X51 A16X56 V416X40 1 V416X5 U0 W8X K I 36 Pq21X50 P424X55 N24X62 V424X16 NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. < � { { � d � t 2 X -7:12 \�I 1 1 6 � ly- < w f)i A 15 y Nt, i1, � � � � ( � E 1 BENT 22 tb 4'- 56.1 ROOF EPOF fe) N DOIR"ER 14 1/411 V41OX12 MCII : x 10.6 (222-11 1/4") �® WI2Xi6 - - - - - - - - - - - - - _ _° Iq _ -- — - — - - - — - — - -- — - — - 2 P N tC ON N lox 1 NI 12 cl UP 7- 1 C1 UP A I S 1 X12 /Z 1 ON Is - . N� \z 61 ON Cl UP cl UP (220'-4 1/16") IT; 2 1 17 CI ON C] ON GI ON • - - - - 01 51- OXI 2 CI Cl UP Sc -- — - — - — - -A 10 D06T H— C-2 kq12X 4 [12 / ON k4 2X16 (12 1 0 20 k4l2X:; 2 [25] V412XI�4 (101 1-11 -- IN -,— ROOF FFR,4t NOTES: I METAL ROOF DECK SHALL BE 1 1/2" AIDE RIB, Iq C-7AOE WITH MINIMUM YIELD 5TRE55 OF 33 <51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: IX = 0.255 IN Sx = 0.2,5q IN . MINIMUM NUMBER OF SPANS SHALL BE 3. 2. E3 INDICATES TUBE STEEL COLUMN DOWN ONLY. 3. ALL ROOF PURLIN5 WITH 5PAN5 LE55 THAN - P-O" SHALL BE k48XI0 UNLE55 NOTED OTHERWISE 4. (XXX'-XX") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. F11 INDICATES WSXIO ROOF BEAM. 6. =INDICATES OVERFRAMIN0. OVERFS-ZAMIN& SHALL BE CON5TRuC WITH &", 1e3 &A. METAL STUD WALLS (2'-0" ON CENTER STUD 5PACINO) 5PA<'Er'> AT 4'-0". STEEL FFRAMINCz NOTES: I. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 &A. METAL DECK. MINIMUM COMPOSITE DEG KS— SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 In4 5x = .360 In (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH &X& kq1.4XHI.4 A W.W.F. ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH 1/4N.- WA Y. I ON LN 2. ALL BEAMS SHALL HAVE 5/4" (P X 3 1/2" HEADED ANCHOR STUDS 1 5PACEF-> 1'-0" ON CENTER UNLE55 NOTED OTHERI-415F BY (XXI. 3. (3 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 OPENINGS SMALLER THAN 1'-0" X 1' -O" SHALL BE GORE - DRILLED OR BLOCKED OUT. 1b. FLOOR OPENIN05 LARGER THAN 1'-0" X 1'-0" AND SMALLER THAN I'-e>" X 1 SHALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X 6'-0" EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENIN05 LARGER THAN 1-6" X I'-&" SHALL BE SUPPORTED WITH AN L4X4X,3/& SUPPORT FRAME. LARGER OPFNINC-75 MAY REQUIRE NIDE FLANGE BEAM FRAMING. 8. 1XX"j INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, (�,ONFORMINO WITH A5TM 4q<;12. 10. k INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. 111W TOP OF SLAB = 220'-0" UNLE55 NOTED OTHERWISE. II. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 21q'- 1/2" UNLE55 NOTED OTHERWISE. A, 12. T INDICATES FULL MOMENT CONNECTION. 15. XXk DLI INDICATES 5TF;ZUCTUr-- COLUMN OR BEAM LOADS. LOADS INDICATED ARE 1XXk LL UNFACTORED SERVICE LOADS. Cl LOAD SHALL BE 50k O.L. AND 25k L.L. UNLESS NOTED OTHERH15E. 14. ALL BEAM SPLICES SHALL OCCUR 2'-0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWISE. , 15. INDICATES BRACE TYPE. INDICATES DIAGONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. Ia. IND ICATES SERVICE SEISMIC LOADS. Iq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 -7.3 X =X - 7:12 R (f,2 ur- C15 ON 20 , =IV 1 5P UP NI.2XI4 LZ>J L — I . D - - I , 'U l .1 K I UP I Lu I-IN -BRACE 00;Z� cl UP up CI up 7 712714E()" b, 41 t55 > U." I f . E iN \� CI � C3 ON C2 ON C2 ON -1 P 5 ow, �Plylxl x5o u PNq 1.2 X �l D X - 5/4 I I "1 14 a 1-101. Pql2X14 (& I V412X14 (61 Vql2X14 [6) H12XI4 [6 :�N ' 4) PI ?N/ 01011111010 11" 11 -J� I C�j 10 1 2 X m SEAL Q BEND 42 L " 1 p� CI ON CV AY412XI4 I up ar) — �! M14a X50 X X 7 X 4 ' 72 - - - -- k \w N IN LIN f I ON 01 ' 0 1 D N H 4. BEN X X X X X X -BEND 17 - Q kql2xlq N14X2& 562 I N 1 "12XIe, 0 19 � 7 � -'-t 1X N i ! N m 0 kql 50 PNq I 14 L t 451 k� X -I �y - frA 222'-10") U PNq 1 (62 2d k4l2X )-- S. .1 3 Gi UP I 5 TUB� 7 C) \z OVERFRAME T61 -- 1 lite 7 , _2„ CI ON IQ 21 r,-' BEND (f) H55 x&x3la X = T 'A2 ro us f14 'u-7 X 02 5 NI2XI4 (ro I X14 F X 12X1 ±— - - - - - \ _ _ I N ♦ 4 - - -- - �` - _ _ 1 1Ji0X12_ � - _ � � COLUMN � 40 ,J 4Q c..5 -f�W , - k O N 56.1 N 3 - 'Q� - V � i r ' IT 0 1 Vqle>X51 [25' 35 k4IOX '7- e-Tz IV v I I ❑ I ♦ - 10 1a 56.1 ROLLED I HS5 /I e- It) N[6>XIOO X&X3./a PL Ht> N12XI4 Cl U 01 C 2 )IN (N I t -7 -- e- - — - -A I 0 - 7:12 C�l 5Tt)E3 I X 5( WI2XIq r1, Pql4x26 io 6. - - — - — --- _ '-'7 514 -11. -7 X US X p PqI2 I ON BEND X z (N 6 -7' 1 m 11 1 (2.20'- 1111o"') \ ' <50, � e > X X (N X cj X Cl Lip X U) 52 �VMN pj = (N (N CA X kql2X[4 12XI4 U) f P412X14� of UP N12XI4 IN of UP 01 UP N N E3EN0 01 ON 0 It m Ci X ` d c'I up -ILI 10.1 LI/ 4 ]/.Z < X AT X 't N kql2X14 ocl UP 4 ........ ... ...... 10 at �- I I 1 I P 10 .......... ....... ...... ....... 57( fj 21 -- — ..... ........ 04 CI UP ............... cl UP N • � ON, I PN (N r:: X, 55.1 ..... a� : : .... T - Z (3 x l� -I 0 . . C.2. UP. . cl UP t X ... .... 11 UP 01. up.. ....... .2 Z--7' . � - .... c, UP N K. UP . ..... - ...... umi ... . ........ 7- ®_ � R' - .. X ......... ...... ... 2X14 V412 Icl - NI&X5 (H) 2 1 :, XcI [ ' , RACE 010 213 5'-0" 51-0 G 2 up �5x� 5 (211 --22- C5 ON Up Nle>X40 [141 "&X 26 (fro] 1 UP k424 4 59�1 - 7 1 -1 1, -7'-1' ' f - \ _ _ ` _ _� _ _ _ _ _ C ON C5 DN C ON C2 ON JP d* C5 ON N f C5 ON If 12 B \ - g E 0 40 e MC12XI0.6 le, 'X C3 ON 0 GI 0 2,' 61 D 1 q It 0 Ell X X N 21 56. IN X 5( 0 5 0 3 =06 X X rl -1'7 51 X d d ( 1 I \ \ ,/ \ mr-12XIO.& MCl2xIO'- N X X CLM M012XIO 6 � Mf � \ � I OVERFRAME I ON 071 < � B> - - - - - - y - - - - - - - - - - - 1 2X 16 YJ (H) v � I (H) I - - - ' - 5 ON 25 A 00' 1 21, 1 4 (H) Pq12,� 22 z -1 01 ON 01 ON GI - 51.2 X - 7:12 - .12 F X N )< :rsF-1 X X N U O oO - 7 51, -Iaal N ry 01 2X22- < — v- 0, V412X22- 10 T"12X14 - p � \ -Act - -4 -'- II 0 2X141 ITI-J. w6xl(, X , L 0" BEND ❑ - r,> ID ED C ON '2X '30_ IK Pql&xll BENT ENT ' 1^116X76 EN ❑ m m It ❑ I I d� F171 K2X14 i X X J y. 12X14. (N N V412 16 FT11 F 1 56.1 IW12X.22 (N 11 L K \ X N�-; w N 1-- I ? Z w - 7 1 -12 -12 12XIcl (q PEN > ❑ xlb Cl ON rl ON 0 2 r_> ON \ Wt2 16 (H) - _ _ - _ - k412122 irt (H) 15 kq[2, "I (H) X 56. X :: 1 JK Z 11 — 0 It LN ul 2 X 210 L '4C12 51 12XI4 E 64 N M 1 ON 1) <:,12 KIO.6> 4' CI ON tllc�11:2 I .6 21 - BE NO - C -21, * 56.1 - 7 , -1 7 aEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION NgXIO NaXI5 1-48X21 k48X51 k4IOXI2 "OxIci I V412XI6 N12XIq K2X22 H12X26 K2X30 1 J N12X45 CR) "I&X26 V416X51 A16X56 V416X40 1 V416X5 Nle>X55 N15x4O 1^115X46 Hle>x5o K Hle>X&O P418X65 1^10XII V40X16 36 Pq21X50 P424X55 N24X62 V424X16 NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. OVERFRI ME I / -� y _ `�'� � � w� (H) - — - — - — Z2 E:)IN IG 1 w C-1 ON ❑ X —1-412�22 VH412 14 15SUED FOR: t(1 G) -- N _ - - � - _ - - _ _ � _ � - - - �'� No. DATE COMMENT N Cl ON 01/01/04 PROORE55 5ET ❑ 0 08/02/04 25% 0[?5ET E Oq/01/04 1550E IF V`112�14 m F 10/12/04 155UE IF' W12 6 11/15/04 RECORD PERMIT 5ET -X I H 12/13104 REGORr? PERMIT 5ET 1 01/14/0-5 /z\5TEEL PACKAGE 1 02111/05 AS] #4 OVERFRAME 03/16/05 4 A51 #7 (14 PERMIT L 04/05/0 Z5 /C2 ON \E? 213 A 5ET REVISE G2 DN�� N `� � ' L214'-2114'."' X ;P X X X X m 22 56.1 I 1 4 2 14 T— X12 r\ IN Z_ 1-41OX12,_ --q L X 16:12 V AT PFA�-- "I X12 � a � WiOX12 � - 1 ' ;0" 1 16:12 /C2 ON I <E• PLAN X © �l 1' -5 5/4 /(D X LELJ � � �� r �N+'/- LEVEL (220if-0 FLOOR FRAMIN* PLAIIJ LEVEL ( v,� F—FRAt F=>LAN ve", = r-O" 0 N 0 0 0 i 0 0 v 0 m o� o < ==a z I>_ r� ul (b W WA W k412XI4 d ' 3 -� WBXIO 4 1� 7:12 N 0 i • z ul IY- Ul m J W W N 0 1, WBXio .I _u d' m t t ROOF EDGE 5b.i • MARK COLUMN SIZE _Wul HS5 4X4X114 C2 HSS 4X4X318 G3 H55 4X4XIf2 C4 H55 bX6Xi 14 G5 H55 6X&X518 C6 HSS &X6X112 C"I H55 aXaX518 CS HSS OXBXi /2 m t t ROOF EDGE 5b.i • MARK COLUMN SIZE Ci HS5 4X4X114 C2 HSS 4X4X318 G3 H55 4X4XIf2 C4 H55 bX6Xi 14 G5 H55 6X&X518 C6 HSS &X6X112 C"I H55 aXaX518 CS HSS OXBXi /2 C5 HSS aX &X518 CIO HSS IOXIOX112 CII HSS IOXIOX5 18 C12 H55 12X12X5/,5 C13 HS5 12X8X518 TOP OF STEEL ELEVA TION 5CHEDULE MARK BOTTOM OF METAL DECK (XXX' -XX ') TYPICAL LOCATION (A) 245' -1 5116" MAIN ROOF RIDGE CB) 235' -1 3/16 MAIN ROOF RIDGE (G) 22q' - 5/8" MAIN ROOF RIDGE (D) 225' -1 3116" MAIN ROOF RIDGE (E) 242' -5 5/16" DORMER RIDGE (F) 232' - I I 15/16" EAVES LINE (G) 222' -11 15116" EAVES LINE (H) 212' -II 15/16" EAVE5 LINE (J) 202' -11 15/16" EAVES LINE (K) 222 -5 5/16" DORMER RIDGE (L) 252' -5 5116" DORMER RIDGE (M) 212' - 5 I /16" EAVES LINE (N) 232' -1 1/16" EAVES LINE (P) 21 - 7' -0 - 7116" EAVES LINE (Q) 212' -5 5116" DORMER RIDGE (R) 215' -1 3/16" RIDGE LINE (5) 06' -2 3/4 EAVES LINE (T) 258 '-4 3/4 EAVES BEAM (U) 212 -II 3/16 " EAVES BEAM (V) 25 - 7' -1 1/2" FLOOR BEAM • BEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION YJ8XIO WaX15 WaX21 "8X51 NtIOX12 aK "tOXl�i "12X14 W12XIb W12XIq "12X22 "12X26 "12X30 "12X35 "12X40 "12X45 16K WI&X26 "16X51 WI6X5b WI&X40 "16X45 "16X51 26K "18X35 WIaX40 WI8X46 "18X50 36k WISX60 "18X65 "18X"71 WIaX 1 "24X55 "24X62 1-424X76 55K NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. F?OOF FF At4 IlNn NOTES: 1. METAL ROOF DECK SHALL BE 1 1/2" WIDE RIB, 19 GAeF WITH MINIMUM YIELD STRESS OF 35 K51. MINIMUM PECK SECTION PROPERTIES ARE AS FOLLOWS: Ix = 0.253 IN Sx = 0.2aq IN . MINIMUM NUMBER OF SPANS SHALL BE 3. 2. E3 INDICATES TUBE STEEL COLUMN POWN ONLY. 3. ALL ROOF PURLIN5 WITH SPANS LE55 THAN '7'-0" SHALL BE "8X10 UNLESS NOTED OTHERWISE 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. Q INDICATES W8XIO ROOF BEAM. 6. = INDICATES OVERFRAMIN0. OVERFRAMIN5 5HALL BE CONSTRUCTED WITH 6 ", 18 GA. METAL STUD WALL5 (2' -0" ON CENTER STUD 5PACINC) SPACED AT 4' -0" STEEL FF AMINC NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 SA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REGUIREMENT5 ARE AS FOLLOWS: !x = .415 In4 5x = 060 In (SLAB - ON - DECK SHALL BE A MINIMUM OF (2) GONTINUOU5 SPANS,) ALL 4 1/2 " SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 1.141.4XW1.4 1 W.W.F. ALL a" SLAB ON METAL PECK SHALL BE REINFORCED WITH #b AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 5/4" cD X 5 1/2" HEADED ANCHOR STUDS SPACED 1' -0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. 0 INDICATE5 TUBE STEEL COLUMN POWN ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LA15ELEP UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -0" SHALL BE GORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENING5 LARGER THAN 1' -0" X I' -O" AhiD SMALLER THAN I' - X I' - SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X 6' - 0" EACH SIDE AND (2) - #5 X 2' - 0" EACH CORNER IN THE SLAB. '7. FLOOR OPENIN05 LARGER THAN t' -b" X I' -b" SHALL BE SUPPORTED "ITH AN L4X4X3 /8 SUPPORT FRAME. LARGER OPF-NIN05 MAY REQUIRE WIDE FLANGE BEAM FRAMING. a. JXX "} INDICATES BEAM CAMBER (INCHES). q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRAPE STEEL, ACONFORMINO WITH A5TM 4gg2. 10. O INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 220' -0" UNLESS NOTED OTHERWISE. I1. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION is 21G' - I /2" UNLESS NOTED OTHERWISE. 12. INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE XXk LL UNFAGTORED SERVICE LOADS. GI LOADS SHALL BE 50k Q.L. AND 25k L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM SPLICES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLF55 NOTED OTHERWISE. 15. INDICATES BRACE TYPE. 16.• -� -■ INDICATES DIACONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. Ia. INDICATES SERVICE SEISMIC LOADS. Ilq. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5"7.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 57.3 d x 7 I "axto 7 :12 CI UP I G2 ON ' " 77141 2\ 6 -11 11 a GI UP 2' -4" 1 _ 4 O 4 � ' 121 d CI ON d' E TYPICAL - (3) G I ON 0 C4 E O i W Nx i m i "12X22 -- - [7P - tT � Gl UP d "12X22 in iR i in E .E 13 14 1� lea m CI UP X GI P _N G2 D N 3 . w1�>cra t'En1 GI ON � v ___G 0 i tI' v _--s 2 WI' X16 [12] r` - - - _v _v v ft1 - ' d _O _0 1 "'a G1 UP � w , . �v�,-,,, _ I -- T i 7� 1 3 ` 11/21 "12X22 4] (TYPICAL 0 6 UP x 0 � PLACES) i 4 G Xl b hCI ! 6 35 3 _ W12�C50 [30} 3 N d j MG12Xi0.6 MC12 10.6 MGI2XIO.6 1 1 IT ! 1 45K -O �f16 "' } 55.2 b„ . -10 3 "(�s1 GI UP "12X14 N i CV IG✓ I G5 UP Gl DN GI ON -B CE UP ' iii ' ' f GI DN , GI DN } , f UP C3 UP 5 r 5 G3 P i 3pOK i CI N �i I� its i e,4 G5 D (H) H" (H)� '►•... WI2 [44} D WI2 O 2 ..•• Up /2 "12X(6 14] CI UP i I st 20 4 0 0 X - k .. < r 3 G J r 1 ON J L1 K i 1 P a 5 C:_._._3 DN j C ............. ON � � GI ON G! ON CI ON Gf ON GS C3N # O , N''� � 5 l S(1 56,2 ( GI ON 1 >S2 Dt N. l .X14 G! UP ® 1111 0 1, d © ,1 - p „ ri 011 - 2 L?N X X L. W12Xi4 I ON X -. i c_ X ° :. �r tY } O, i DN ,_ (sLDPING)= 1 0 21 WI X16 [12] } _ ._- N CI UP ' ` 56.2 J X X ..®.®... 1 W N X "12X14 1 = ry ry N X 6} U - N X CI CiW ❑H � - O N 3 _ tv I 1IAtlGRm yi ``� ❑' 2 WI [i2} ( X I' -6 ' 56,1 Wig 0 Icaxi2 °-� R (K) X - �I....�� "12X14 ! ' -& I Ifl q _ -8 I VI /`7 0 f� �"1 +�Q Q Q N_ f{ 04 UP i 111 I wJI 20K t ` C6 ON 811111 4 1 116 "! ZI_51, 2`_5,1 I - 8,11 /I " i C6 ON 4 3" 4' --i„ ! I 1 4 C4 - i � C "21 48 ( i i -a 1111 " 2!C4 (D)' ' (V 12X12 -` 1 N.a Q 6' -2" 4' -8" 4' -10" 8 -2 -5 1 -2 'Tt -8 3111 8 11/1 ' -2' [4--o. 4' I Ifl 4 I V16 _1 o, I 21 "12x16 [12} N 1 8 -O/ �, i C5 ON 1 -- L' " 1 WI xt 1 - ' - eel WI XIGt 56.1 ,� N 3 %z Wi: Xiq `4 0 S5 B i �` /�� 2X14 y O - F X - - 0 11 X X X -- .. -..__x M _ l ei - �gl2Xi4 �t1 N N 3 jL ON i if X d X N N N N N N N N N N X 0 0 N X X X X 3 X X X ��... X "I 2 `}r N 2} � ' N Wt Xl�t 4 tyt d U4 11 L _ 10 GI ON � °� CI DN i CI ON `,� L DN d X G4 UP DO 1 5 57.2 l Yi i W! X[o [ Ib] Gb DN WI Xlq "12X q .•' W12 lei W12 1 "12X1 "12 1 _ W12XI4 (H) - - (H) 2A �H) 12 14 (H) () p (H) It X X P ANDO "N �j 6" Ci DN j� j N 01 ON 5�.2 t GI DN'T N GI ON GI ON CI ON N N (31 01 CAN N 1 N i CI UP 1' - I N 1250 [24] ' "12X14 ' MCI 3 O` O 3 25 25 CI UP_ 10 2, 1 ,1 10 , `p i i 55.2 .. GI ON GI N CI ON CI ON GI ON ' 1 X i `fl 4'- >" 4' -10" 4 ` -S'" 3' -5" 10 12 [8} 02 DN .. 1_4 11/16" r r a i a'- 4_1 a' 4 1311 6" x - - - - - - - -�- - --�- -� - - -�- - - _� - - - v 1�k8X10 1/16 2 L 1 3' -4 1'" ' -2 1/2 GI UP 2Q S...c�....... � 2 " -2 I/2" s r , �...:.....2t>. _ � 5 {� 56.2 X MGt2Xl0.6 } 1 Cl UP Q4 BRACE U P , f P G3 DN x - Cl UP { i3 ( - 1 ]2X30 28 X50 - - - - - -� - - -�- - - -- - - - - _ - - - - - - - - - - 1 35 W I W 121 14 8 W12X1�1 . I ❑ Cf ❑ X ❑ m X f ► o ti _ N I G! ON I I 1 ,�. U ❑ ❑ - -1 -❑ ' ZO, - 1 Wl2 14 8 t 222' -t0") I Is _ rr � N ._. I> rrrrrrrrr -7 � ( ! I 1 1 ti4 "12X140 51.2 - - - - - ---- ------ 2B r� p 21 1 'I i _ _ - _ _ _ _ _ _ - _ _ - _ --, -- - --- - - 4 _ _ _ _I _ _ _ N4�4 56.1 G2 b N - - - - - - - - , - -- - - - - S - - - - - - - -- - - - - - , - - - --7- - - - - - - - - . DC-7E � 1 , 1 1 , t4' -O" , 1 f' -4" -8 !4' -O" i !4' -O" i I <B 19. 20 21 22 LEVE PN :. • UQ g S Z LLJ , Z o 0 a all t!) o LLI V V_ � -z C? M CIS j z `V 'r CO i 01 a d CL M u- � � CO H J _ V L" � c z r� _ Q Ncn� _'0 Q'00 wLu ui :E u.i :� 0 ry tC O Q O - 0 ss cis LA 50 "T all 0 (7 ' •-, o -o V .1e O Q c.c.. U � � '- Ln L rd Os m X ,M c Y'` 00 rN LLJ of N Z } nC p SEAL uj � 0 iri� Q t'Cf L C 0 u CL 155UED FOR: No. DATE COMMENT 0 '7/01/04 PROGRE55 BET R 08/02/04 25% CO SET E 0910!/04 15511E 'E' F 10/12/04 ISSUE 'F' O 11/15/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 z STEEL PACKAGE i 02/IV05 s ASI #4 03 /I b /05 a A51 �"t L 04/05/05 a REVISED PERMIT SET KEY PLAN LAJ LEVEL (220' -0 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 -04 DRAWN BY GHEGKED BY Tim HS SHEET No. d► OF - C5 UP /j4 ON z W ob ' - z (D I X� i i4 1 G� 5 U Q G5 ON - 2' -O" Wi2Xt�t I - X _ N_ CI UP _ Wi 2xlg _ I U) T 02 UP r G2 ON i a v ___G 0 i tI' v _--s 2 WI' X16 [12] r` - - - _v _v v ft1 - ' d _O _0 1 "'a G1 UP � w , . �v�,-,,, _ I -- T i 7� 1 3 ` 11/21 "12X22 4] (TYPICAL 0 6 UP x 0 � PLACES) i 4 G Xl b hCI ! 6 35 3 _ W12�C50 [30} 3 N d j MG12Xi0.6 MC12 10.6 MGI2XIO.6 1 1 IT ! 1 45K -O �f16 "' } 55.2 b„ . -10 3 "(�s1 GI UP "12X14 N i CV IG✓ I G5 UP Gl DN GI ON -B CE UP ' iii ' ' f GI DN , GI DN } , f UP C3 UP 5 r 5 G3 P i 3pOK i CI N �i I� its i e,4 G5 D (H) H" (H)� '►•... WI2 [44} D WI2 O 2 ..•• Up /2 "12X(6 14] CI UP i I st 20 4 0 0 X - k .. < r 3 G J r 1 ON J L1 K i 1 P a 5 C:_._._3 DN j C ............. ON � � GI ON G! ON CI ON Gf ON GS C3N # O , N''� � 5 l S(1 56,2 ( GI ON 1 >S2 Dt N. l .X14 G! UP ® 1111 0 1, d © ,1 - p „ ri 011 - 2 L?N X X L. W12Xi4 I ON X -. i c_ X ° :. �r tY } O, i DN ,_ (sLDPING)= 1 0 21 WI X16 [12] } _ ._- N CI UP ' ` 56.2 J X X ..®.®... 1 W N X "12X14 1 = ry ry N X 6} U - N X CI CiW ❑H � - O N 3 _ tv I 1IAtlGRm yi ``� ❑' 2 WI [i2} ( X I' -6 ' 56,1 Wig 0 Icaxi2 °-� R (K) X - �I....�� "12X14 ! ' -& I Ifl q _ -8 I VI /`7 0 f� �"1 +�Q Q Q N_ f{ 04 UP i 111 I wJI 20K t ` C6 ON 811111 4 1 116 "! ZI_51, 2`_5,1 I - 8,11 /I " i C6 ON 4 3" 4' --i„ ! I 1 4 C4 - i � C "21 48 ( i i -a 1111 " 2!C4 (D)' ' (V 12X12 -` 1 N.a Q 6' -2" 4' -8" 4' -10" 8 -2 -5 1 -2 'Tt -8 3111 8 11/1 ' -2' [4--o. 4' I Ifl 4 I V16 _1 o, I 21 "12x16 [12} N 1 8 -O/ �, i C5 ON 1 -- L' " 1 WI xt 1 - ' - eel WI XIGt 56.1 ,� N 3 %z Wi: Xiq `4 0 S5 B i �` /�� 2X14 y O - F X - - 0 11 X X X -- .. -..__x M _ l ei - �gl2Xi4 �t1 N N 3 jL ON i if X d X N N N N N N N N N N X 0 0 N X X X X 3 X X X ��... X "I 2 `}r N 2} � ' N Wt Xl�t 4 tyt d U4 11 L _ 10 GI ON � °� CI DN i CI ON `,� L DN d X G4 UP DO 1 5 57.2 l Yi i W! X[o [ Ib] Gb DN WI Xlq "12X q .•' W12 lei W12 1 "12X1 "12 1 _ W12XI4 (H) - - (H) 2A �H) 12 14 (H) () p (H) It X X P ANDO "N �j 6" Ci DN j� j N 01 ON 5�.2 t GI DN'T N GI ON GI ON CI ON N N (31 01 CAN N 1 N i CI UP 1' - I N 1250 [24] ' "12X14 ' MCI 3 O` O 3 25 25 CI UP_ 10 2, 1 ,1 10 , `p i i 55.2 .. GI ON GI N CI ON CI ON GI ON ' 1 X i `fl 4'- >" 4' -10" 4 ` -S'" 3' -5" 10 12 [8} 02 DN .. 1_4 11/16" r r a i a'- 4_1 a' 4 1311 6" x - - - - - - - -�- - --�- -� - - -�- - - _� - - - v 1�k8X10 1/16 2 L 1 3' -4 1'" ' -2 1/2 GI UP 2Q S...c�....... � 2 " -2 I/2" s r , �...:.....2t>. _ � 5 {� 56.2 X MGt2Xl0.6 } 1 Cl UP Q4 BRACE U P , f P G3 DN x - Cl UP { i3 ( - 1 ]2X30 28 X50 - - - - - -� - - -�- - - -- - - - - _ - - - - - - - - - - 1 35 W I W 121 14 8 W12X1�1 . I ❑ Cf ❑ X ❑ m X f ► o ti _ N I G! ON I I 1 ,�. U ❑ ❑ - -1 -❑ ' ZO, - 1 Wl2 14 8 t 222' -t0") I Is _ rr � N ._. I> rrrrrrrrr -7 � ( ! I 1 1 ti4 "12X140 51.2 - - - - - ---- ------ 2B r� p 21 1 'I i _ _ - _ _ _ _ _ _ - _ _ - _ --, -- - --- - - 4 _ _ _ _I _ _ _ N4�4 56.1 G2 b N - - - - - - - - , - -- - - - - S - - - - - - - -- - - - - - , - - - --7- - - - - - - - - . DC-7E � 1 , 1 1 , t4' -O" , 1 f' -4" -8 !4' -O" i !4' -O" i I <B 19. 20 21 22 LEVE PN :. • UQ g S Z LLJ , Z o 0 a all t!) o LLI V V_ � -z C? M CIS j z `V 'r CO i 01 a d CL M u- � � CO H J _ V L" � c z r� _ Q Ncn� _'0 Q'00 wLu ui :E u.i :� 0 ry tC O Q O - 0 ss cis LA 50 "T all 0 (7 ' •-, o -o V .1e O Q c.c.. U � � '- Ln L rd Os m X ,M c Y'` 00 rN LLJ of N Z } nC p SEAL uj � 0 iri� Q t'Cf L C 0 u CL 155UED FOR: No. DATE COMMENT 0 '7/01/04 PROGRE55 BET R 08/02/04 25% CO SET E 0910!/04 15511E 'E' F 10/12/04 ISSUE 'F' O 11/15/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 z STEEL PACKAGE i 02/IV05 s ASI #4 03 /I b /05 a A51 �"t L 04/05/05 a REVISED PERMIT SET KEY PLAN LAJ LEVEL (220' -0 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 -04 DRAWN BY GHEGKED BY Tim HS SHEET No. d► OF - 0 3 0 0 0 N 0 i 0 0 i cn m o" is o Z Q ul m W uj I- d' "12X14 0 3 � WBXId 4' 3 118X10 z Q to ly m W ul O „ WBXIO - A I S6J ROOF EDC-7E s p �► '� '� MARK COLUMN SIZE Cl HSS 44X4X }/4 C2 H55 4X4X518 C3 HSS 44X4X112 � W C5 HS5 6X&X318 Cro H55 6X&X112 C1 HSS 8XSX318 CS H55 8X8X 12 S6J ROOF EDC-7E s p �► '� '� MARK COLUMN SIZE Cl HSS 44X4X }/4 C2 H55 4X4X518 C3 HSS 44X4X112 C4 H55 6X&XV4 C5 HS5 6X&X318 Cro H55 6X&X112 C1 HSS 8XSX318 CS H55 8X8X 12 CS HSS 8XSX518 C10 HSS IOXIOX112 C11 HSS IOXIOX5 18 C12 HSS 12X12X5/8 C13 HSS 12X5X518 TOP OF STEEL ELE VATION 6CHEDULE MARK BOTTOM OF METAL DECK (XXX' -XX ") TYPICAL LOCATION (A) 245' -1 5/16" MAIN ROOF RIDGE (B) 235' -1 3116" MAIN ROOF RIDGE (C) 22a' -q 5/8" MAIN ROOF RIDGE (D) 225' -1 3/16" MAIN ROOF RIPeE (E) 242'-5 5116 DORMER RIDGE (F) 232' -11 15/16" EAVES LINE (0) 222' - 11 15/16" EAVES LINE (H) 212'- 11 15/16 EAVES LINE (J) 202' II 15116' EAVES LINE (K) 222'-5 5/16 DORMER RIDGE (L) 232' - 5 5/16" DORMER RIDGE (M) 212' - 3 1/16" EAVES LINE (N) 252' -1 1/16" EAVES LINE (P) 21 - 7' -0 7 116" EAVES LINE (0) 212' -5 5/16" DORMER RIPOF (R) 215' -1 .3/16" RIDGE LINE (S) 186' -2 3/4 " EAVES LINE (T) 2313' -4 3/4 " E BEAM (U) 212' -II 3 /1&" EAVES BEAM (V) 237' -1 1/2 "' FLOOR BEAM A ROOF FRAMING NOTES: 1, METAL ROOF DECK SHALL BE 1 1/2" k4IDE RIB, la !'..-,AGE WITH MINIMUM YIELD 5TRES5 OF 33 K51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: !x = 0.253 IN 5x = 0.28q IN . MINIMUM NUMBER OF SPANS SHALL BE 3. 2. O INDICATES TUBE STEEL COLUMN DOWN ONLY. 3. ALL ROOF PURRLINS WITH SPANS LESS THAN 7' -O" SHALL BE WBXIO UNLESS NOTED OTHER 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. ED INDICATES "8X10 ROOF BEAM. 6. INDICATES OVERFRAMING. OVERFRAMING SHALL BE CONSTRUCTED WITH 6 ", IS GA. METAL STUD WALL5 (2' - 0" ON CENTER STUD SPACIN&) SPACED AT 4' -O ". STEEL F}"i,4i" 1N(::;; NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 OA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REQUIREMENTS ARE AS FOLLOWS: ix = .415 1n4 Sx = .560 In (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- GONTINUOU5 SPANS.) ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH 6X6 WI.4XWI.4 I W.W.F. ALL 8" SLAB ON METAL DECK 'SHALL BE REINFORCED WITH #6 AT 10" EACH 2. ALL BEAMS SHALL HAVE 3/4" cP X 3 1/2" HEADED ANCHOR STUDS SPACED 1' - 0" ON CENTER UNLESS NOTED OTHERWISE BY [XXI. 5. 0 INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X 1' -0" SHALL BE CORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN I' -0" X 1' -0" AND SMALLER THAN 1' -6" X 1' -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X b' -0" EACH 51PE AND (2) - #5 X 2' -0 " EACH CORNER IN THE SLAB. 7. FLOOR OPENINGS LARGER THAN I' -b" X I' -6" SHALL BE SUPPORTED WITH AN L4X4X3 /8 SUPPORT FRAME. LARGER OPENINGS MAY REG2UIRE WIDE FLANOE BEAM FRAMING. 8. #XXI INDICATES BEAM CAMBER (INCHES). a. ALL WIDE FLANGE STEEL BEAM5 SHALL BE 50 KSI GRADE STEEL, 2 CONFORMING WITH ASTM 4aa2. 10. 09 INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 230' -O" UNLESS NOTED OTHERWISE. 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION 15 22a' -7 112" UNLESS NOTED OTHERWISE. 1 12, T INDIGATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES 5TR.UGTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE Xk LL UNFAGTORED SERVICE LOADS. CI LOA05 SHALL BE BOk D.L. AND 25k L.L. UNLESS NOTED OTHERWISE. 14. ALL BEAM 5PLICE5 SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLE55 NOTED OTHERWI5E. 15. INDICATES BRACE TYPE. 16.E ®��• INDICATES DIAGONAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. 18. -XXk E., - •- INDICATES SERVICE SEISMIC LOADS. la. CPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 57.3 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 57.5 � 0 _ X 3 W BXId �r� 7:12 I t I W8xt0 \ CI UP 1 WI2XI4 € TYPICAL - 02 U I `� A GI UP ` GI DN HIM c J t� ME _€ 0 € € X I _ X € 1 DN € i -2__.® p { �0 7:12 N _N N I -3 _ _ N MC 10.b l) BE l} M 12X10.6 WI2X14 N 12Xtb I - b ` _ 111 10 518" MG12X1O b C12Xt0.b GI ON 56.1 m } © j ! 12X1 m I j € BENT € 56.2 X >( 1 BENT {•1 X �106 Cl ON WI2X16 7:12 I V r CI D f M 12X31 G 2X1 "12X14 r - MC l c l i i :12 MCI XIO.b t WI X14 d 1C12Xi0.b G2 DN tS € i 2B 12X WI2 26 W I - p! m 1a' 5 I fib" i i X € jC �� € i C21a' -5 1511 ` N X € X 57.2 WI2XI6 X 1 BEND (2 _ 0 I N 51 57.2 ! t N N .�....... X 4 N N g3 i - i I C I UN > S t t 0 CI DN C ON - - _ GI DN € �� 12Xta . € - i OYJt th 0 2 �� 13 DOWN E 12X1 ' a WI2� 1 • t �WW� to � Wi2(Gi I ! WI I = "12 1131= - . NT "12X1 - 2 2 = W12 14 2 `� 12 C 12X1 + CI ON CI ON C} ON CI DN p € 0" "" O' ' CI ON - GI DN C ON GI ON C CI DN w I M MGI XBI MGI2X3t (} GI ON GI DN i GI ON O "" i O "" d G ON 1 ON u I 2 , ; _ 1 Q 7' -O 1/4° 7 -0 1/4" 22 _ x � � i � N - 2 {y � N i € X �, I �� ... `4 t N l a - - - - - - - - N I 12X2 X X s - N t X _ 2X 4 � � I I I r tyt 1 EN - € ' 7 5lt G4 t GI DN_ I \ € N ~• 5' -O„ I _ W1 .XI4 __ X14 4j S END i __ °X14 , I! i I 1` I 12 END i r I C5 DN 5 1 O ," € {- 5' -O" S I -7 5/i I 6 ' Q " �1 _ ��` 13 i CI ON 4 �{(} 1 4 / {G) 3'- al16° 4' 16`�t' -7 3! "CB I 1E,'_1 0232 " - ! /16 ") WI 5 CB} 56.1 4' 16" 41 -t° CB) 4'- 1 , - - - - - - - - - i - GI _[2t�1__ - I - € B i - - 8..... -� S -Q Y�Ii� &X T_I BELLZ_ ry _ - _ III - - --- BEND �, i � � +`c � My 56.1 I IDI � 0 x - \`y +� © - tom � I � I � � � € € 1 + 1 � ��Xi� -1 56.1 W! XI4 X WI XI t WI X14 N .... _0 X 'S N c ' - 0' N { X X X- GI ON 1 \ I i "12X}4 t0Q N N N Q� N �� 1 - - 1 Q �Q t N Q( �� 0- - - _ - - - - - z N 12X22 N w i N - 4 �- Z N - - X 111 N c V ry tT CF X X d ( I ON 1 ) O 26 ," „ N Q -� ( } O "" I 1 -. _ t_Y t_V �✓ 56.1 .�' Q' 1 ti :i /1 0" € N d ...... 1 LL to G N - CI ON GI ON -- N - f € € _ N CI DN G3 DN N N p N GI ON CI G2 D ON X N 1 .�. \ GI ON GI ON ` t 56,1 N N z i D WI2 14 GI WI2 1 14 ( P412 14 W12XI4 WI2 X X X Cl4 "12f 14M 14 "12}4 WI2 14 W12Xi4 Wit € !4 12 14 (G X X 25 GI ON �✓..' 57.2 N N Ct DN C1 DN N N GI DN I ON N N GI ON ( CI DN _N i N 57.2 DOWN 5 CI DN 3 _ I 1-4 I 012 10. C12" 106 C12 10. MCI;; 10.6 C12� 10. GI 10 6 C12 C12X I \ 4 1 /ih" G2 N \ I8 1 GI D 18 4 . ( i I 2 0 � 8 1 /ib 1 i ! € € € € € i 10 c 56.1 2 € v 56.1 56.1 56.1 4' IO" 4..ro. " -e3 111 "4' -8" 4' -10" -8" 3' -5 2" 5' 112'4' -8" 4' 4' -8'" 4' -10" oo - - - I i 1 1 �- � � � _ _ _ _ - _ -L _ _ _ -� _ _ - _ _ _ _ _ ®� _ _ _ � 'N Y. WA III I I i , I , € , I I I I (D - - _ - -� - v _ - _ -- - - _ _ -- _ - - - - _ -- - - - _ _ - -�- _ --_ - -1 _ - _ - _ - _ 14' -0" 7' -3" f 6' -a" €� 14' -O" 14' -Q" 14' -0" €, 14• -0" 14' -0", i- 6' -a '. 7' -3" 14' -0" 14' -0" 8` -5" _ 5' -7" K' r J" r"I ri Z 9 U � DATE G5 DN L Lit --- 0"1/01/04 PROGRE55 5ET Vl H 25% CD SET a Oq/01/04 0 J I - c J t� ME _€ 0 € € X I _ X € 1 DN € i -2__.® p { �0 7:12 N _N N I -3 _ _ N MC 10.b l) BE l} M 12X10.6 WI2X14 N 12Xtb I - b ` _ 111 10 518" MG12X1O b C12Xt0.b GI ON 56.1 m } © j ! 12X1 m I j € BENT € 56.2 X >( 1 BENT {•1 X �106 Cl ON WI2X16 7:12 I V r CI D f M 12X31 G 2X1 "12X14 r - MC l c l i i :12 MCI XIO.b t WI X14 d 1C12Xi0.b G2 DN tS € i 2B 12X WI2 26 W I - p! m 1a' 5 I fib" i i X € jC �� € i C21a' -5 1511 ` N X € X 57.2 WI2XI6 X 1 BEND (2 _ 0 I N 51 57.2 ! t N N .�....... X 4 N N g3 i - i I C I UN > S t t 0 CI DN C ON - - _ GI DN € �� 12Xta . € - i OYJt th 0 2 �� 13 DOWN E 12X1 ' a WI2� 1 • t �WW� to � Wi2(Gi I ! WI I = "12 1131= - . NT "12X1 - 2 2 = W12 14 2 `� 12 C 12X1 + CI ON CI ON C} ON CI DN p € 0" "" O' ' CI ON - GI DN C ON GI ON C CI DN w I M MGI XBI MGI2X3t (} GI ON GI DN i GI ON O "" i O "" d G ON 1 ON u I 2 , ; _ 1 Q 7' -O 1/4° 7 -0 1/4" 22 _ x � � i � N - 2 {y � N i € X �, I �� ... `4 t N l a - - - - - - - - N I 12X2 X X s - N t X _ 2X 4 � � I I I r tyt 1 EN - € ' 7 5lt G4 t GI DN_ I \ € N ~• 5' -O„ I _ W1 .XI4 __ X14 4j S END i __ °X14 , I! i I 1` I 12 END i r I C5 DN 5 1 O ," € {- 5' -O" S I -7 5/i I 6 ' Q " �1 _ ��` 13 i CI ON 4 �{(} 1 4 / {G) 3'- al16° 4' 16`�t' -7 3! "CB I 1E,'_1 0232 " - ! /16 ") WI 5 CB} 56.1 4' 16" 41 -t° CB) 4'- 1 , - - - - - - - - - i - GI _[2t�1__ - I - € B i - - 8..... -� S -Q Y�Ii� &X T_I BELLZ_ ry _ - _ III - - --- BEND �, i � � +`c � My 56.1 I IDI � 0 x - \`y +� © - tom � I � I � � � € € 1 + 1 � ��Xi� -1 56.1 W! XI4 X WI XI t WI X14 N .... _0 X 'S N c ' - 0' N { X X X- GI ON 1 \ I i "12X}4 t0Q N N N Q� N �� 1 - - 1 Q �Q t N Q( �� 0- - - _ - - - - - z N 12X22 N w i N - 4 �- Z N - - X 111 N c V ry tT CF X X d ( I ON 1 ) O 26 ," „ N Q -� ( } O "" I 1 -. _ t_Y t_V �✓ 56.1 .�' Q' 1 ti :i /1 0" € N d ...... 1 LL to G N - CI ON GI ON -- N - f € € _ N CI DN G3 DN N N p N GI ON CI G2 D ON X N 1 .�. \ GI ON GI ON ` t 56,1 N N z i D WI2 14 GI WI2 1 14 ( P412 14 W12XI4 WI2 X X X Cl4 "12f 14M 14 "12}4 WI2 14 W12Xi4 Wit € !4 12 14 (G X X 25 GI ON �✓..' 57.2 N N Ct DN C1 DN N N GI DN I ON N N GI ON ( CI DN _N i N 57.2 DOWN 5 CI DN 3 _ I 1-4 I 012 10. C12" 106 C12 10. MCI;; 10.6 C12� 10. GI 10 6 C12 C12X I \ 4 1 /ih" G2 N \ I8 1 GI D 18 4 . ( i I 2 0 � 8 1 /ib 1 i ! € € € € € i 10 c 56.1 2 € v 56.1 56.1 56.1 4' IO" 4..ro. " -e3 111 "4' -8" 4' -10" -8" 3' -5 2" 5' 112'4' -8" 4' 4' -8'" 4' -10" oo - - - I i 1 1 �- � � � _ _ _ _ - _ -L _ _ _ -� _ _ - _ _ _ _ _ ®� _ _ _ � 'N Y. WA III I I i , I , € , I I I I (D - - _ - -� - v _ - _ -- - - _ _ -- _ - - - - _ -- - - - _ _ - -�- _ --_ - -1 _ - _ - _ - _ 14' -0" 7' -3" f 6' -a" €� 14' -O" 14' -Q" 14' -0" €, 14• -0" 14' -0", i- 6' -a '. 7' -3" 14' -0" 14' -0" 8` -5" _ 5' -7" K' r J" r"I ri Z 9 U No. DATE COMMENT L Lit --- 0"1/01/04 PROGRE55 5ET Vl H 25% CD SET a Oq/01/04 Z 0 o to 0 Imo. 67 11/15/04 REGORD PERMIT 5E' H W U Z T c o 1 01/14/0.5 H "' r- 02/11/05 !% ASI #4 t(� Z *,0 ass 4 A51 #1 L 04/05/05 s REVISED PERMIT 5ET r 0 � M CG d i!S tL C.f) c: t7� co t (� j ,2 f-- r cn ` Z V uj is < IY m � V LW uu wuj w tuj Q �3 Q co r. us �C 0 QLL- U i� Its Cs to X d' m ` 00 0 O ch �E0 Iu 4, Z t3 ce 0 SEAL 4 d , r • �1 J Q 155UED FOR: No. DATE COMMENT 0"1/01/04 PROGRE55 5ET Q 08/02/04 25% CD SET E Oq/01/04 15511E 'E' F 10/12104 155UE 'F' 67 11/15/04 REGORD PERMIT 5E' H 12/1.3/04 RECORD PERMIT 5E' 1 01/14/0.5 z STEEL PACKAGE 1 02/11/05 !% ASI #4 05/16/05 4 A51 #1 L 04/05/05 s REVISED PERMIT 5ET k'!=Y FBI d.Al ROOF (230 F PRO.IEGT No. DATE 6400 3 -01 -04 DRAWN BY GHEGKED BY Tim HS SHEET No. 0 0 it N O 0 0 0 0 M o14 00 < 0o Q. 11J U ui m Ill 1- d7 d• "12 0 - a MARK COLUMN SIZE CI H55 4X4XI14 C2 mime C3 a W8X I0 H55 FaX6X114 C5 H55 &X&X318 7-12 � C'l HSS 8X8X318 CS HSS 8X8XI12 C9 A s • rvi:lx14 Gst=ty I 1� ROOF EDGE • COLUMN SCHEDULE MARK COLUMN SIZE CI H55 4X4XI14 C2 mime C3 a C4 H55 FaX6X114 C5 H55 &X&X318 Cfo � C'l HSS 8X8X318 CS HSS 8X8XI12 C9 H55 8XSX5 /S CIO H55 IOXIOXI /2 CI1 H5S IOXIOX5 18 C12 m C13 HSS 12X5X518 202' -11 15/16" EAVES LINE (<) 222' -5 5 /I6" uj (L) 232' -5 5/16" DORMER RIDGE (M) 212' -3 I /l6" EAVES LINE (N) 232' - 1 1/16" EAVES LINE (P) 217' -O - 7116" EAVE5 LINE 1:12 212' -5 5 /I6" DORMER RIDGE (R) HSXIO _ i RIDGE LINE 'd' 186' -2 3/4" rvi:lx14 Gst=ty I 1� ROOF EDGE • COLUMN SCHEDULE MARK COLUMN SIZE CI H55 4X4XI14 C2 mime C3 H55 4X4X112 C4 H55 FaX6X114 C5 H55 &X&X318 Cfo HS5 6X6X1 /2 C'l HSS 8X8X318 CS rvi:lx14 Gst=ty I 1� ROOF EDGE • COLUMN SCHEDULE MARK COLUMN SIZE CI H55 4X4XI14 C2 H55 4X4X3/8 C3 H55 4X4X112 C4 H55 FaX6X114 C5 H55 &X&X318 Cfo HS5 6X6X1 /2 C'l HSS 8X8X318 CS HSS 8X8XI12 C9 H55 8XSX5 /S CIO H55 IOXIOXI /2 CI1 H5S IOXIOX5 18 C12 HSS 12XI2X51a C13 HSS 12X5X518 TOP OF STEEL ELEVATION SCHEDULE MARK BOTTOM OF METAL DECK (XXX' -XX ") TYPICAL LOCATION (A) 245' -I 5/16" MAIN ROOF RIDGE (B) 235' -1 3 116" MAIN ROOF R.IDOE (C) 22cl' -q 5/8" MAIN ROOF RIDGE (D) 225' -1 3/16" MAIN ROOF RIDGE (E) 242' - 5 5 116" DORMER RIDGE (F) 232' -Il 15/16" EAVES LINE (C) 222' -Il 15116" EAVES LINE (H) 212' -11 15/16" EAVES LINE (J) 202' -11 15/16" EAVES LINE (<) 222' -5 5 /I6" DORMER RIDGE (L) 232' -5 5/16" DORMER RIDGE (M) 212' -3 I /l6" EAVES LINE (N) 232' - 1 1/16" EAVES LINE (P) 217' -O - 7116" EAVE5 LINE (Q) 212' -5 5 /I6" DORMER RIDGE (R) 215' -I 3/16" RIDGE LINE (5) 186' -2 3/4" EAVES LINE (T) 238' -4 3/4" EAVES BEAM (U) 212' -11 3/16" EAVES BEAM (V) 25T -1 1/2" -F FLOOR BEAM r BEAM SIZE BEAM END REACTION i i /'" � WlOxlq r W12X14 Wl2XI6 W12XIq WI2X22 1^112X26 I c W12X30 WI2X35 W12X4O 0 a WIOX45 WI&X5 26 H18X35 1^10X40 W18X46 V40X50 1^10X60 Nle>X65 W18x"71 W1Sx - 76 3b W21X50 W24X55 W24X62 W24X - 76 55K i BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. tV Gl UP C3 ON - 55 K - - I I i -- - I _ f z WBxIO H. X10 - CI UP f i a 1 2 ON it } GI UP 1 0 kge8x He>xl0 z ��...........r `� Lu N ax f Ct UP �, C ttiI Cl ON ! { C 7:12 X - T: 12 -.• c I r . C2 DN >Y 15 GI UP 2 A ° x - CI UP f d Ill -10.61 f _ _ - 2S _ m G5 ON M p i WSXIO N Yqerxlo W12X14 i1.I 0 p _ t5 tn ksII2XI4 =_ tn d S6.t Q R 1/4" = 1' -0" 1?OOF f=f;RAMlNC -x NOTES, 1. METAL ROOF DECK SHALL BE 1 1/2" WIDE; RIB, Iq GAOE WITH MINIMUM YIELD STRESS OF 33 K51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: Ix = 0.253 IN Sx = 0.22>q IN . MINIMUM NUMBER OF 5PAN5 SHALL BE 3. 2. Q INDICATES TUBE STEEL COLUMN DOWN ONLY. 3. ALL ROOF PURLIN5 HITH 5PAN5 LE55 THAN - 7' -0" SHALL BE HeI X10 UNLESS NOTED OTHERWISE 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKING ELEVATION. 5. Q INDICATES H8X10 ROOF BEAM. b. INDICATE:5 OVE:RFRAMING. OVERFRAMIN& SHALL BE CONSTRUCTED HITH & ", 16 GA. METAL STUD HALLS (2'-0" ON CENTER STUD SPACING) SPACED AT 4' -0" STEEL FRAMCNCz NOTES: 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM COMPOSITE DECK SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .415 M4 5x = .360 in (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS 5PAN5J ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED HITH 6X6 WIAXW1.4 I W.W.F. ALL 8>" SLAB ON METAL DECK SHALL BE REINFORCED WITH #6 AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 3/4" 4> X 3 112" HEADED ANCHOR STUDS I' SPACED -O" ON CENTER UNLESS NOTED OTHERWISE ISE BY LXX]. 3. Q INDICATE5 TUBE STEEL COLUMN DOWN ONLY. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER P05515LE. 5. FLOOR OPE:NINOS SMALLER THAN 1' -0" X t' - O" SHALL BE CORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1' -0" X 1' -0" AND SMALLER THAN I' - X t' - SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X 6' -0" EACH 51PE AND (2) - #5 X 2' -0" EACH CORNER IN THE 5LAB. - 7. FLOOR OPENINGS LARGER THAN I' -6" X I' -6" SHALL BE SUPPORTED WITH AN L4X4X3 /8 SUPPORT FRAME. LARGER OPENING5 MAY REQUIRE W1PE FLANGE BEAM FRAMING. 8. JXXI INDICATES BEAM CAMBER (INCHES). q. ALL HIDE FLANGE STEEL BF-AI-15 SHALL BE 50 K51 GRADE 5TEEI 2 CONFORMING WITH ASTM 4gg2, 10. 09 INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. TOP OF SLAB = 230' -0" UNLESS NOTED OTHERWISE. 11. <XXX' -XX" > INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELEVATION IS 22q' -7 1/2" UNLE:55 NOTED OTHERWISE. 1 12. T INDICATES FULL MOMENT CONNECTION. 13. XXk DL INDICATES STRUCTURAL COLUMN OR BEAM LOADS. LOADS INDICATED ARE I XX ' k LL UNFACTORED SERVICE LOADS. GI LOAD5 SHALL BE 30k D.L. AND 25k L.L. UNLE55 NOTED OTHE°RHI5E. 14. ALL BEAM SPLIGE5 SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLESS NOTED OTH ERWI5E. 15. <�> INDICATES BRACE TYPE:. Ib. •��% 1NDIGATES DIAGONAL BRACE 17. INDICATES EXTERIOR ROOF PATIO OR DECK. 0. -+ XXk ---- +� INDICATES SERVICE: SEISMIC LOADS. Iq. CPX INDICATES COLUMN PLATE TYPE:. SEE DETAIL 1 ON 5"70 20. SPX INDICATES SPLICE PLATE TYPE. SEE DETAIL 2 ON 5"7.5 t X :Y 2Xlq 10 11 12 12.6 13 14 15 17 18 19 f f f f f f f OPEN, O aEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION i i /'" � WlOxlq i i i i W12X14 Wl2XI6 W12XIq WI2X22 1^112X26 I c W12X30 WI2X35 W12X4O 16,K WI&X26 WI6bX31 WI&X36 WI6X40 WIOX45 WI&X5 26 H18X35 1^10X40 W18X46 V40X50 1^10X60 Nle>X65 W18x"71 W1Sx - 76 3b W21X50 W24X55 W24X62 W24X - 76 55K i BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. tV Gl UP C3 ON - 55 K - - I I i -- - I _ t X :Y 2Xlq 10 11 12 12.6 13 14 15 17 18 19 f f f f f f f OPEN, O aEAM REACTION SCHEDULE BEAM SIZE BEAM END REACTION W8X10 WE'rXI5 Y48X21 Y18X31 HIOXI2 /'" � WlOxlq `� W12X14 Wl2XI6 W12XIq WI2X22 1^112X26 W12X30 WI2X35 W12X4O 16,K WI&X26 WI6bX31 WI&X36 WI6X40 WIOX45 WI&X5 26 H18X35 1^10X40 W18X46 V40X50 1^10X60 Nle>X65 W18x"71 W1Sx - 76 3b W21X50 W24X55 W24X62 W24X - 76 55K NOTE: BEAM END REACTIONS INDICATED ABOVE: APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. T - - - --- -- s Cl UP f Wl6X&�t X251 Gl UP C3 ON - 55 K - - I I i -- - - f z - CI UP f i a 1 2 ON GI UP 1 0 W�>xl0 It Lu N ax f Ct UP �, Cl ON ! f ` Cl ON N C2 DN GI UP 2 A ° x - CI UP f d _._..._.. LA 1225. -10.61 f _ _ - 2S _ E� G5 ON p i t tt - W12X14 - p _ ksII2XI4 =_ d A Q .� -...•s z H55 4 4Xl 14 TYP. ()- PLACES G1 UP � GI DN a CI UP z CI DN - -�- - - - - -�- - - - - ' --� -- - - I - - -�- i s r f i i - ,--- - - - - - - - --- - - - - - - - - - -- - - - -- - - - - - - - - M t f i i f a f � _ _ _ --_ ------ L f dl 21 �' • � � f � � f f p i - - i - - - - - - - i - - - ---j -- - - - - i _ _ -- NEW =0111 Ila" = I' -O" Q S 8 uj Z o 4 W U �z < Q a, J UG • 0 V O u co Lu 0 -? ~ co 1*0 �1 M °zr- � Q SO C > LLJ LAJ LLJ� cn 00 O tV O 00 c0 00 ? a x a d LL- ' 14 ' to 9 U � � L cri CG X c o a$ (j a N t Lu 3 Z > O V I cl."n L SEAL uj � (D Q < 0 0 V � CLM s • > n=j ISSUED FOR: No. DATE COMMENT 0'7/01/04 PROORE55 SET D 08/02/04 25% 00 SET E OW01104 155UE 'E' F 10112/04 ISSUE 'F' 6 11/15/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET I 01/14/05 z STEEL PACKAGE 1 02/11/05 5 A51 #4 0.3/16105 4 A51 #1 L 04/05/05 a REVISED PERMIT SET IvEY' PLAN EX LEVEL (230' -0 FLOOR FRAMING PLAN PROJECT No. DATE 6400 3 -01 -04 DRAWN BY CHECKED BY Tim HS SHEET No. S2 OF N N O O i 0 0 a N m 0 �<1 I Qaz rio =�a z t1 r 't u' �7 v- W12XI4 ., X 0 1 z Q llqI1xI4 tiCri r � I' � I3 ROOF EDGE 56.1 • COLUMN SCHEDULE W COLUMN SIZE Cl H55 4X4XI14 C2 HS5 4X4X5/S T G4 HS5 6X&XI14 G5 HSS &X&X518 Gee+ 4tI C HS5 5X8X518 GS � W + CIO H55 IOXIOX1 12 C}I HSS IOX IOX518 c 1 2 r_ 13 H55 12XbX518 202' -11 15/16" llqI1xI4 tiCri r � I' � I3 ROOF EDGE 56.1 • COLUMN SCHEDULE MARK COLUMN SIZE Cl H55 4X4XI14 C2 HS5 4X4X5/S G3 H55 4X4X112 G4 HS5 6X&XI14 G5 HSS &X&X518 Gee+ H55 6X&XI 12 C HS5 5X8X518 GS H55 SXSX112 C9 HSS 8X8X5 /8 CIO H55 IOXIOX1 12 C}I HSS IOX IOX518 c 1 2 H55 12X 12X5/8 r_ 13 H55 12XbX518 TOE' OF STEEL ELEVATION 5GHEDULE MARK BOTTOM OF METAL DECK (XXX' -XX ") TYPICAL LOCATION (A) 245' -1 5 /16" MAIN ROOF RIDGE (B) 235' -1 5/16" MAIN ROOF RIDE (G) 22G' -ci 5/8" MAIN ROOF RI D&E (D) 225' -1 3/16" MAIN ROOF RIDGE (E) 242' -5 5/16" DORMER RIDGE (F) 232' -Il 15/16" EAVES LINE ( &) 222' -1l 15/16" EAVES LINE (H) 212' -11 15/16" EAVES LINE (J) 202' -11 15/16" EAVES LINE (K) 222' -5 5/16" DORMER RIDGE (L) 232' -5 5/16" DORMER RIDGE (M) 212' -3 1/16" EAVES LINE (N) 232' -1 1/16" EAVES LINE (P) 217' -0 - 7/16" EAVES LINE CQ) 212' -5 5/16" DORMER RIDGE (R) 215' -1 3/16" RIDGE LINE Ca) 186 -2 3/4" EAVES LINE (T) 238' -4 3/4" EAVES BEAM (U) 212' -11 3/16" EAVES BEAM (V) 23 - 7' -I 1/2" FLOOR BEAM M ROOF FR,4MING NOTES, 1. METAL ROOF DECK SHALL BE 1 1/2" WIDE RIB, Icl CaAOE WITH MINIMUM YIELD STRESS OF 33 K51. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS: Ix = 0.253 IN`s 5x = 0.2CCq IN . MINIMUM NUMBER OF SPANS SHALL BE 3. 2. © INDICATES TUBE STEEL COLUMN DOHN ONLY. 3. ALL ROOF PURLINS WITH SPANS LE55 THAN '7' -0" SHALL BE WSXIO UNLESS NOTED OTHERWISE 4. (XXX' -XX ") INDICATES UNDERSIDE OF ROOF DECKINO ELEVATION. 5. IQ INDICATES WSXIO ROOF BEAM. 6. =INDICATES OVERFRAMINO. OVERFRAMINO SHALL BE CONSTRUCTED HtTH 6 ", 18 GA. METAL STUD WALLS (2' -0" ON CENTER STUD SPACIN&) SPACED AT 4' -0 ". STEEL FfRAMINCz NOTES. 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL WE10HT CONCRETE ON 2" - 20 GA. METAL DECK. MINIMUM CIOMP051TE DECK SECTION REOUIREMENT5 ARE AS FOLLOWS: ,x = .415 In Sx = .560 In (SLAB -ON -DECK SHALL BE A MINIMUM OF (2)- CONTINUOUS SPANS.) A I ALL 4 1/2" SLAB ON METAL DECK SHALL BE REINFORCED WITH bXb H1.4XK.4 W.W.F. ALL 8" SLAB ON METAL DECK SHALL BE REINFORCED HITH #6 AT 10" EACH WAY. 2. ALL BEAMS SHALL HAVE 3/4" N X 3 1/2" HEADED ANCHOR STUDS SPACED 1' -0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 5. E3 INDICATES TUBE STEEL COLUMN DOHN ONLY. 4. ■ INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMALLER THAN 1' -0" X I' -O" SHALL BE GORE - DRILLED OR BLOCKED OUT. 6. FLOOR OPENINGS LARGER THAN 1' -0" X t' -O" AND SMALLER THAN I' -6" X I' -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X b' -0" EACH 51DE AND (2) - #5 X 2' -0" EACH CORNER IN THE SLAB. - 7. FLOOR OPENINGS LARGER THAN I' -6" X I' -6" SHALL BE SUPPORTED WITH AN L4X4X3 /8 SUPPORT FRAME. LARGER OPENINGS MAY REQUIRE HIDE FLANGE BEAM FRAMING. 8. 1XX1 INDICATES BEAM CAMBER (INCHES). cl. ALL HIDE FLANGE STEEL BEAMS SHALL BE 50 K51 ORADE STEEL, CONFORMING H1TH ASTM 4qc12. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. II. <XXX' -XX "> INDIGATE5 TOP OF STEEL BEAM ELEVATION. 12. T INDICATES FULL MOMENT CONNECTION. 13. Xk DL INDICATES STRUCTURAL COLUMN OR BEAM LOAD5. LOADS INDICATED ARE XXk LL UNFACTORED SERVICE LOADS. GI LOADS SHALL BE 30k D.L. AND 25k L.L. UNLE55 NOTED OTHERWISE. 14. ALL BEAM 5PLIGES SHALL OCCUR 2' -0" FROM CENTERLINE OF COLUMN UNLF55 NOTED OTHERWISE. 15. INDICATES BRACE TYPE. 16.• - • INDICATES DIA60NAL BRACE 1 INDICATES EXTERIOR ROOF PATIO OR DECK. I8. -•- XXk E -+• INDICATES SERVICE SEISMIC LOAD. Icl. GPX INDICATES COLUMN PLATE TYPE. SEE DETAIL I ON 5 20. SPX INDIGATE5 SPLICE PLATE TYPE. SEE DETAIL 2 ON 5 11 12 l2_� 13 i 4 05 1 0 18 E 6 2 m x A � ` a I I i 7 1 ROVIDE (3) -- I r I X 1' -5" X 3' -0" PLATE 0 i 1nIITH f6) - 112" cD X 3" H. S. AND (3) -1/2" X 6" X 3' - " 1FLATE k4ITH (3) -1/2" -P 3" H.AS EMBED PLATES IN � �L6&R. O.G. COORDI TE i OCATION5 HtTH LE VATOR SUPPLIER I t i =F: 'll, I I 1 118" = 1' -0" ELEVATION AT 1 PEAK = (232' -5 1/4 ") I ON t �2 - CI DN w C I N 56.1 �z 4 I � 4' -b" s ;r 14 CI ON - i 4 ;<14 z 1Y1 I X _ - - - r C I ON Y � T X � � I W{-2- 14 2 d I f _Y I 7 41 CI ON ( I 4 f r A t c 'd' H S 4X4 V4 - TY . (4) -Pf ACES C1 ON _ D 0 A �- GI ON ( r I m k p m I i a r 1 ' L AN N i i i ( 1 1 ii i I I- - - - I - - - - _ - - - i Cf U, t i 4V5 5 i /� ' H5 IOX4X3/ bi ; 4 - -4 ^_ Gt UP 4 /21 1(245' - 11') i k i - T 02 UP _MCl2X3 x0 - �,, i i 111 k - WI6X2br4 N - - - (-245 --17 ' 1 • F JN d , . - _ El _ - r � �J p X26 � J ( II ")tI'1 I k I X a -C2 UP V ( H16X26 � l j 71 �, C2 ON i GI U I I X C j GI UP 55.2 R Q I W16X26 i i .,. .... i C2 UP p I 1^116X26 G2 ON (245' -11 X ' I TOP OF _ 55.2 p1 STRUCTURAL CY I X _ SLAB s 2k E LL OPENING 5k E C2 UP _I E : ARCH. _02 ON _ S F I Ik k I i ( i I O W EE F;� C O O L I N 1/8" = I' - O" 1 .a v: 0 0 0 0 0 i m 0 00 a�� _o w =o 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 1. SNOW GROUND SNOW LOAD 80 PSF J. SEISMIC SITE CLASS D CATEGORY C SS 0.3369 S1 0.0789 SEISMIC USE GROUP 11 K. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE_ 2_ TESTING, INSPECTIONS AND OBSERVATIONS: A. CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL INSPECTIONS OF THE CONSTRUCTION (PAID FOR BY OWNER) AS OUTLINED IN THE PROJECT SPECIFICATIONS AND LISTED BELOW IN CONFORMANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION SHALL BE PROVIDED BY A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL BUILDING OFFICIAL. ALL INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT_ B_ THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR: 1. SOIL PREPARATION o. EARTHWORK EXCAVATION, FILLING AND COMPACTION BELOW FOOTINGS AND SLAB ON GRADE. 2_ CONCRETE a. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE STRENGTH. b. PLACEMENT OF REINFORCEMENT: SPECIAL INSPECTION NEED NOT BE NT !N T MUST CONTINUOUS, BU US BE DONE ONCE PLACEMENT IS COMPLETED AND PRIOR T IN THE O CLOSING E 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 a_ ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1 . ) WELD ING DONE IN AN APPROVED FABR iCATOR'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 WELDING. 1.) SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2.) FLOOR AND ROOF DECK WELDING. 3.) 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-) WELD ING OF STAIRS AND RAILING SYSTEMS. 6.) THE WELDING OF REINFORCING STEEL LARGER THAN #5 BAR. 7_) THE WELDING OF SPECIAL MOMENT RESISTING STEEL FRAMES. C. ITEMS TO BE CHECKED ARE THE CERTIFICATION OF THE WELDERS, WELDING PROCEDURES, MATERIALS, VISUAL INSPECTION OF WELD SIZE, LENGTH, QUALITY, QUANTITY AND SPACING_ 4. HIGH - STRENGTH BOLTING o. 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 REQUIREMENTS OF SECTION 1704.3.3_ THE SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICATIONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL'S HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. 5. STRUCTURAL MASONRY 0. PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE PRIOR TO CLOSING OF CLEANOUTS AND DURING ALL GROUTING OPERATIONS. C. STRUCTURAL OBSERVATIONS 1_ STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BU I LD ING CODE. 3. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 5000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 104199 BY HEPWORTH - PAWLAK GEOTECHNICAL, INC_, DATED JUNE 16, 2004. C_ ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED_ EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD 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 COMPACTED 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 A MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE. 1. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 4. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL 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 DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS 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 REQ. FOOTINGS 4000 psi STD 0.50 - - FOUNDATION WALLS 4000 psi STD - - - - - - INTERIOR SLABS ON GRADE 4000 psi STD 0.50 - - - INTERIOR STRUCTURAL SLABS, BEAMS, WALLS AND COLUMNS 4000 psi STD 0.50 - - - SLABS ON METAL DECK 3500 psi STD 0.50 EXTERIOR CONCRETE ( * *)( *) 4500 psi STD 0.45 6%-8% * FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD SALTS W/C RATIO SHALL NOT EXCEED 0,4. ** MAXIMUM SLUMP SHALL NOT EXCEED 4 ". B. I CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH FIX LETTER INDICATING COST REDUCTION AT TIME OF BID, THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 ?F'C (OR 57,000 ?F'C NORMAL WEIGHT CONCRETE). C. CONTRACTOR 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 A615, 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 A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION: 1. 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) 1 -1/2 E_ REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF AC1 318, LATEST EDITION. F_ NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED 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 #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. G_ PLACE TWO #5 (PER 8" THICKNESS) WITH 2' -0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS_ ALSO PROVIDE TWO #5 X 4'-0" 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 PC[ 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 REQUIRED)_ 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), AC I 352-94, PC I ML-120-92, PC[ MNL - 1 16 -85 AND PC[ 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 REV 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• G. 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 PROVIDED 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 D1.4. 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 WELDED TOGETHER TO ELIMINATE DIFFERENTIAL CAMBER. PRECAST CONCRETE CONNECTIONS SHALL BE OF READILY WELDABLE STEEL_ ALTERNATE CONNECTIONS MAY BE SUBSTITUTED ONLY AFTER REVIEW BY THE ENGINEER. I- 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 FOR UNCOATED SEVEN-WIRE LOW RELAXATION STRAND FOR PRESTRESSED CONCRETE ", ASTM A416 OR ASTM A421. STRESS RELIEVED STRAND MAYBE SUBSTITUTED 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 ASTM C270 TYPE S OR M. B. 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 GAGE MINIMUM 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 REQUIRE A MINIMUM 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 C476 GROUT FOR A DISTANCE OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS OTHERWISE NOTED_ H_ CMU SHALL BE FULLY GROUTED BELOW GRADE. I_ 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 KS I ) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B. 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 TO 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 II - A AND /OR AISC SIMPLE SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION TO SUPPORT 60% 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 RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW. E_ ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS 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 (WT-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 AND/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 REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'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 OTHERW 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" DIAMETER PUDDLE WELDS AT 8 ". 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH 5/8" DIAMETER PUDDLE WELD- PROVIDE WELD WASHERS AS REQUIRED. 5_ LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH 5/8" DIAMETER PUDDLE WELDS. FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 24 ". 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. 11_ LIGHT 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 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI_ D. ALL WORK SHALL CONFORM 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-BEARING 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 721.5.1.3. 13_ GENERAL A_ ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS_ B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS_ VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY_ 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 SHALL 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 G N R T STRUCT O C E E ST AN M TA K. T HE EEL D METAL DEC MANUFACTURI OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REV IEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE 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 DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. F CONCRETE 4' -0" OF SLAB L TYPICAL DETAIL FOR RE- ENTRANT CORNERS AT CONCRETE WALLS AND SLABS DETAIL _2 3/4" = 1' -O" #6 VERTICAL (TYP.) ° a CORNER BAR X MATCH HORIZONTAL REBAR SIZE AND SPACINe (TYP,) CORNER BAR X 3' -4" m MATCH HORIZON REBAR 51ZE AN[ 5PAGING (TYP.) 4t1 1 1 =['�°r: r n I /__v 1 CORNER INTERSECTION D ETA IL 3 5/4" = I' -0 PROVIDE STANDARD HOOK IF TENSION Ld. IS NOT DEVELOPED z Q_ RM a a.. a e a ,a a a as a RE: PLAN a p I� a ° a n a aa. ° a as a a a s 1 a ' a a a o a s a. d 44 TYPICAL FOOTING REINFORCEMENT 11 = ` BARS TO MATCH J 3' -0 TYPICAL FOOTINe O REINFORCEMENT 1 TYPICAL STEPPED FOOTIN64 DETAIL -No= a a a a HORIZON RE INFOR (TYP.) NOTE: 51MILAR AS REOUIRED FOR ELECTRICAL EOUIPMENT MECHANICAL EOU I PMENT RE: MECH 4" HOU5KEEPIN0 PAD HITH 6X6 H2.1 X W2.1 W1^iF. RE: MECH FOR LOCATIONS TOP OF 5LAB RE: PLAN INTENTIONALLY ROUGHENED SURFACE \ ., a - _. .. .. as ' a a ... as .4 c x-- xa - -yA -x � x•�-- `x-- x x�x -x -9c --•max. SLAB ON GRADE WITH WWF RE: PLAN TYPICAL SECTION AT NOUSEKEEPINCg P4D& _Z 0 d' " TYPICAL NOTES: '1 1. REBAR c"- GRADE 60 k51 2. CONCRETE FC = 4000 p5l 5. ALLOWABLE SOIL PRESSURE =.3000 PSF 4. ACTIVE PRESSURE 50 PCF 5. HORIZONTAL BACKFILL ONLY - NO SURCHARC7E5 5" CLEAR HEIGHT BA5E WIDTH A B Cl D E F O H J 2' -0" 2 " -4" 10" 8" 10" 1' -0" #5 AT I' -4" #5 AT 1' -4" #5 AT 1' -4" #5 AT I' -6" NONE 4' - 0" 3' - 4" I" - 4" a 1' - 4" 1' - 0" #5 AT 1' - 4" #5 AT 1' - 4" #5 AT P - 4" #5 AT I' - NONE 1'--6" S" 2' - 10" 1' - 3" #5 AT 1' - 6" #5 AT 1' - 4" #5 AT q" #5 AT 1' - 2" NONE 2' -6" 5' -4 " 1' -6" #6 AT 1' -4" #5 AT P -4" #-1 AT P" #6 AT 1' -5" #5 AT 10' -O" f5' - 6 1 ' 2' --e> 10'" 5' - 0" 1' - #6 AT 1' -0" #5 AT 1' -0" #7 AT 6" #6 AT q" #5 AT 1` -4" TYPICAL SITE RETAINING -s WALL &E C, 1 N 3/4" = 1' -0 JOINT TYPICAL DETAIL AT EXTERIOR STAIR 3 /1b" MAXIMUM X 1 1/4 " DEEP SAW CUT 0 0 0_ °0•: oa °: 0•ti o=_a7 ° .07 5X0 e j a a°V 7, 5/8 11 N X 2' - 0" ROD AT GREASED ONE END - TYPICAL e a 5AV4 NOTE: 5AWCUT SLAB WITHIN 12 HOURS AFTER POUR GOLD CONSTRUCTION JOINT - TYPICAL a �Zi.Pi'i�R�i► C ONTROL TYPICAL 5LA5 ON (SRADE • r CO N&TRUCTION T 1 (2) - #5 CONTINUOUS WEEP HOLES AT &' -0" O.C. 6" ABOVE TOE SIDE BACKFILL aLAT10N 1 1 -0 1, -lAY V) o 8 S Z w s3s 13.1 .Z O O r` rte. �z �j M a, z LTf ,-,, Ln C•r t =Q C!'? eu U- u c� V a 4 133 U L-L _ U"!l , " M O z V w w w w w w uui 0 el C tX '> I m c �G Q d h i� t4 os m X , c'm 0 Q w Z > t�� p_ 1 5EAL i x W F� 0 < 0 0 a V 155UE0 FOR: No. DATE COMMENT 01/01/04 PRUGRE55 5ET p 08/02/04 25% GP SET E 09/01104 15SUE 'E' F 10/12104 PROGRESS SET 6 11/05/04 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT SET 1 01/14/05 2 STEEL PACKAGE J 02/11/05 5 A51 #4 05/16/05 4 A5I #7 L 04/05/05 z REVISED PERMIT 5ET KEY PLAN STRUCTURAL GENERAL NOTES AND SECTIONS PROJECT No. DATE 6400 7 -15 -04 DRAWN BY CHECKED BY Tim HS SHEET No. 0 OF 5/4 " =1 ' -0 STONE GAP 0 0 aoz WATERPROOFING AND PROTECTION BOARD 4 1/2" MINIMUM CONCRETE TOPPING WITH #6 AT 10" EACH WAY PRECAST DOUBLE -TEE — (ROTATE q0 ATSIMILAR) [XXXI _xxll o � PlZ 4 WALL TO DT CONNECTION 1 ICI 1. TI �� I i 0 � 4 4 v 4 -4 '4 .4 ' 4 a4 4 4 do IC - III RE. PLAN �5E CT ION IV-1 3/4" = 1'-0" #6 x - AT 1'-0" #6 AT 1'-0" EAST-V4EST #5 AT I' - 4" NORTH-SOUTH RK 11 m 1/4" PRECAST WAL RE. MANUFACTURER d j WALL/FOOTING CONNECT RielD INSULATION AS REQUIRED R 1 0 111111W nuum :own mus CONNECTION OF DOUBLE TEE TO WALL (B EYOND) BY PRECAST SUPPLIER (TYPICAL) BEARING PLATE T -LEe BEARING SEAT RE. PRECASTFIR -CONNECTION RE: MANUFACTURER v 3/16 -CONCRETE TOPPING r#4 AT 2'-0" X a ll ASPHALTIC MASTIC PAPER 4 BARRIER _5" 5LA5 ON GRADE WITH 4' RE: PRECAST MANUFACTut<t::K .4 q. 0. b _c #6 AT I' -O" - AC,H HAY L I 1 11T r I E 4 =E (XXXI- 2- In 1 , q, I EE 1 =T E�I I 4 . 4 4 as � h a 4 .4 4 4 — 4 4 4 4 - 4 4 4 --s 11- RE: PLAN ECTION 11 5/4" = 1'-0' mgzg� • 1/2" ISOLATION JOINT 4 PR ECAST <_ RE 5" 5LAE5 - WALL ORADE WITH GRADE 4 4. WATERPROOF INC-.7 AND R101D INSULATION AS RE- MANUFACTURER HOOK IF TENSION Ld. Z ce. 15 NOT DEVE LOPED CONNECTION RE: PRECAST 4 4' CONCRETE TOPPING Nr 4 Z .�RE: PLAN CONNECTION A REGUIREP ANCHOR BO LTS AND RE: MANUFACTURER LOCATION AND SIZE 4 C ? 1 01/14/05 /2\5TEEL PACKAGE O m NON - SHRINK GROUT A 5 ASI #4 4 4 ..4 4.4 4 1/2" MINIMUM CONCRETE 4 4 '4 CONNECTIONS 13•�r 4 1 PRECAST WALL 0 __j Q_ 7 0 RE: MANUFACTURER 4 L.Li ro � r<2 111-- 4 4 od L 4 P i z PRECAST MANUFACTURE PRECAST OT RE: MANUFACTURER X 11=11 ILI a . BEARING PAD BY TYPICAL FOOTING _�XQ6R� - fi Yi I I I PRECAST SUPPLIER EACH "AY PRECAST DOUBLE -TEE (ROTATE C 10 0 AT SIMILAR) 4 T-LEG BEARIN6. SEAT x RE- RE. PRECAIF5TER . ; * I 4 ASPHALTIC COLUMN PRECAST 5T E. PLAN CORE VsIALL/ FOOTING BAR5 TO MATCH TYPICAL FOOTING MASTIC PAPER REINFORCEMENT T"lT'FICAL 5TEFFED BARRIER. INSTALL 2'-0" X 2'-0' X 7-0" _5" SLAB ON N t — : C GRADE WITH 5" SLAB -ON -GRADE W.W.F. WALL /FOOTING CONNECTION a ax 4— RE; PRECAST MANUFACTURER .4 4 9 N rn %Z C> I Q65 6 #10' AT 1'-0" EACH WA N W 0 Cz 1/2" ISOLATION 4 1 ICI 1. TI �� I i 0 � 4 4 v 4 -4 '4 .4 ' 4 a4 4 4 do IC - III RE. PLAN �5E CT ION IV-1 3/4" = 1'-0" #6 x - AT 1'-0" #6 AT 1'-0" EAST-V4EST #5 AT I' - 4" NORTH-SOUTH RK 11 m 1/4" PRECAST WAL RE. MANUFACTURER d j WALL/FOOTING CONNECT RielD INSULATION AS REQUIRED R 1 0 111111W nuum :own mus CONNECTION OF DOUBLE TEE TO WALL (B EYOND) BY PRECAST SUPPLIER (TYPICAL) BEARING PLATE T -LEe BEARING SEAT RE. PRECASTFIR -CONNECTION RE: MANUFACTURER v 3/16 -CONCRETE TOPPING r#4 AT 2'-0" X a ll ASPHALTIC MASTIC PAPER 4 BARRIER _5" 5LA5 ON GRADE WITH 4' RE: PRECAST MANUFACTut<t::K .4 q. 0. b _c #6 AT I' -O" - AC,H HAY L I 1 11T r I E 4 =E (XXXI- 2- In 1 , q, I EE 1 =T E�I I 4 . 4 4 as � h a 4 .4 4 4 — 4 4 4 4 - 4 4 4 --s 11- RE: PLAN ECTION 11 5/4" = 1'-0' mgzg� • 1/2" ISOLATION JOINT 4 PR ECAST <_ RE 5" 5LAE5 - WALL ORADE WITH GRADE 4 4. WATERPROOF INC-.7 AND R101D INSULATION AS F5, HOOK IF TENSION Ld. Z ce. 15 NOT DEVE LOPED CONNECTION RE: PRECAST STANDARD HOOK 4' SUMP 5LOCKOUT; RE; MANUFACTURER FOR Nr i .o 6 5 Z 6%. PROTECTION 50AP-P /F REGUIREP ANCHOR BO LTS AND 4P LOCATION AND SIZE 4 C ? 1 01/14/05 /2\5TEEL PACKAGE O m NON - SHRINK GROUT A 5 ASI #4 . 0. 4.4 4 1/2" MINIMUM CONCRETE 04/05/05 /!,\RE\/I5E0 PERMIT CONNECTIONS 13•�r 4 1 0 __j Q_ 7 0 4 L.Li ro � r<2 111-- TOPPING WITH #6 AT 10 .l od I r-_ (XXXI-XXII) : 111E=41. 4 P i z PRECAST MANUFACTURE .. 4. 4 X 11=11 ILI a . W TYPICAL FOOTING _�XQ6R� - fi Yi I I I _ EACH "AY PRECAST DOUBLE -TEE (ROTATE C 10 0 AT SIMILAR) REINFORCEMENT U M " x RE- PLAN . ; * I 4 -III—PRECAST COLUMN PRECAST 5T E. PLAN CORE VsIALL/ FOOTING BAR5 TO MATCH TYPICAL FOOTING < Q REINFORCEMENT T"lT'FICAL 5TEFFED a - Q) INSTALL 2'-0" X 2'-0' X 7-0" M T \---PREICAST DT RE: MANUFACTURER MASTIC PAPER ASPHALTIC, 4n BARRIER 5" SLAB ON GRADE WITH 4 RE ... .... ......... . . x X TION- -4 � 4 X FACTURER 4 If- 4" =1 Ri � TIII 1.111 MLTI 1 4 4. 4° - 4 4 4 a4 a 4 .4 A 4 4 RE. PLAN 11W m CONNECTION RE: MANUFACTURER PRECAST WALL RE: MANUFACTURER WALL/FOOTING CONNECTI RE: PRECAST MANU1FACT( #& AT I' _0" EACH WAY (XXXI-XX)1 &ECTION - 1 - 3/4" = 11-0.. a. STEEL BEAM RE, PLAN WITH H.A.5. 1.5 CONTINUOUS EMBED PLATE BY PRECAST SUPPLIER 3/16 -C-OW-RETE TOPPING -#4 AT 2'-0" X PRECAST DT RE: MANUFACTURER ASPHALTIC MA5TI('-:, PAPER BARRIER 5" SLAB ON GRADE WITH • z D_ 5" 5LAB-ON-GRADE WITH &X& V42.IXN2.1 [ - 4 X �x b* T 5ECTION 5 5/4" = I.-Ol. 4 A . 4 4" 4 4 4 A 4 . 4 4 4 A , I . .. . . 4. 4 4 4 0 a. 4 4 4 A 44 -'4 ri REz PLAN #ci AT 1'-0" EACH WAY PROVIDE STANDARD F5, HOOK IF TENSION Ld. Z ce. 15 NOT DEVE LOPED CONNECTION RE: PRECAST STANDARD HOOK 4' SUMP 5LOCKOUT; RE; MANUFACTURER FOR Nr i .o 6 5 Z 6%. 41 4 67 0 A 4 LOCATION AND SIZE 4 C ? 1 01/14/05 /2\5TEEL PACKAGE O m NON - SHRINK GROUT A 5 ASI #4 . 1 79 4.4 4 04/05/05 /!,\RE\/I5E0 PERMIT 'IE1 1 _J __j Q_ 7 0 4 L.Li 111-- . od I r-_ (XXXI-XXII) : 111E=41. 4 .. 4. 4 ILI a . W TYPICAL FOOTING � CO LG _ REINFORCEMENT U M " i lll l �l _1� z m uj .4, LA 4 IIE 8 BAR5 TO MATCH TYPICAL FOOTING < Q REINFORCEMENT T"lT'FICAL 5TEFFED a - Q) Z ON &ECTION 3 N t — : C 5" SLAB -ON -GRADE ISOLATION POUR 2" NON - SHRINK GROUT 4� . 4 5Y PRECA5TER , -4 " uj 14 4 AT 2'-0 X / /--#5 9 N rn %Z C> 4 4 4 W 0 Cz 1/2" ISOLATION 4 5LA5 ON &RADE 0 .4 • JOINT 4 4 RE: PLAN t 4 1 A 4 . . 4 . 4 4 z a s (XXXI–XXII) g 4 4 a a U7 00 Ui d R 4 :4 4 3t 4a 4 4 4 CONNECTION OF DOUBLE TEE TO WALL (BEYOND) Q, 0-: 0 0 .4 4 14' 4 4 BY PRECAST SUPPLIER (TYPICAL) -10: 4 a N4 --lIll-WIll-0 AL Ah BEARING PLATE _j :4' T-LEG BEARING . 0 1 .1 . 4 4 RE: PLAN SEAT RE: PRECASTFIR 4 .. 4'4 4 OIL All 4 4 4 #q AT 1'-0" EACH WAY AY PLAN I I E SECTION CONCRETE R E.- TOPPING #4 AT 2'-0" X 5/4" 1' -O° _ RE- PLAN OR SCHE DULE c)-, FOR FOOTING AND REINFORCEMENT RECAST CORE WALL PRECAST 4 CORE k4ALL\ FOOTINO 112" ISOLATION JOINT 4 CONNECTION 5/4 1 RE: PRECAST 5" SLAB-ON- --., ENO INFER lo ll GRADE WITH AT 1'-0" NON-5HRINK - N.P4.17. / 41 #4 >�O 2'-0" GROUT �4 ? 00 77. 10 ' #6 AT 1'-0" X 4 It X. ' d (XXX -xx 4 a ' l EAST -WEST , 060 a: Qf,,q6 q6U) Cil ? . #5 AT 1'-4" NORTH-So `7 4 1/2" CONCRETE 5LA5 ON METAL , 1 1 r: rt _� i = DECK ], W.W.F. 4 4 4 \---PREICAST DT RE: MANUFACTURER MASTIC PAPER ASPHALTIC, 4n BARRIER 5" SLAB ON GRADE WITH 4 RE ... .... ......... . . x X TION- -4 � 4 X FACTURER 4 If- 4" =1 Ri � TIII 1.111 MLTI 1 4 4. 4° - 4 4 4 a4 a 4 .4 A 4 4 RE. PLAN 11W m CONNECTION RE: MANUFACTURER PRECAST WALL RE: MANUFACTURER WALL/FOOTING CONNECTI RE: PRECAST MANU1FACT( #& AT I' _0" EACH WAY (XXXI-XX)1 &ECTION - 1 - 3/4" = 11-0.. a. STEEL BEAM RE, PLAN WITH H.A.5. 1.5 CONTINUOUS EMBED PLATE BY PRECAST SUPPLIER 3/16 -C-OW-RETE TOPPING -#4 AT 2'-0" X PRECAST DT RE: MANUFACTURER ASPHALTIC MA5TI('-:, PAPER BARRIER 5" SLAB ON GRADE WITH • z D_ 5" 5LAB-ON-GRADE WITH &X& V42.IXN2.1 [ - 4 X �x b* T 5ECTION 5 5/4" = I.-Ol. 4 A . 4 4" 4 4 4 A 4 . 4 4 4 A , I . .. . . 4. 4 4 4 0 a. 4 4 4 A 44 -'4 ri REz PLAN #ci AT 1'-0" EACH WAY V PROVIDE STANDARD DATE HOOK IF TENSION Ld. Z ce. 15 NOT DEVE LOPED PROGRESS SET STANDARD HOOK 4' 25% C.0 5ET Nr Oq/01/04 Z F 110/12/04 4 67 0 A 4 H 4 C ? 1 01/14/05 /2\5TEEL PACKAGE O m 02/11/05 5 ASI #4 < Z 03/16/05 4.4 4 04/05/05 /!,\RE\/I5E0 PERMIT < u a4 4. 4 4 . _J __j Q_ 7 0 4 L.Li . od u 4 .. 4. 4 a . W TYPICAL FOOTING � CO LG _ REINFORCEMENT U M " i lll l �l I ! � I �• z m uj .4, LA 4 TENSION I-C. 8 BAR5 TO MATCH TYPICAL FOOTING < Q REINFORCEMENT T"lT'FICAL 5TEFFED a - Q) FOOTING QET,41L &ECTION 3 N t — : C 5" SLAB -ON -GRADE I. 6X6 N2.IXPq2.I " uj W.W.F. 2'-0" AT 2'-0 X / /--#5 9 N rn %Z C> V No. DATE COMMENT Z ce. 0�t01/04 PROGRESS SET Lu 25% C.0 5ET Nr Oq/01/04 Z F 110/12/04 PROGRESS 5ET 67 0 RECORD PERMIT 5ET H UJ U C ? 1 01/14/05 /2\5TEEL PACKAGE O m 02/11/05 5 ASI #4 < Z 03/16/05 Z. A51 # L 04/05/05 /!,\RE\/I5E0 PERMIT r CO (::> W 0 Cz f_1 rl� 0 > 0 > < u- L IV n 0 c m >< 0 g N 00 Ui d R SEAL LLj 4) Z Z) aa 0 No= 0 , c ok Ab • • < > 1551ED FOR: No. DATE COMMENT 0�t01/04 PROGRESS SET 08/02/04 25% C.0 5ET E Oq/01/04 15SUE 'E' F 110/12/04 PROGRESS 5ET 67 11/05/04 RECORD PERMIT 5ET H 12/13/04 RECSORE? PERMIT 5ET 1 01/14/05 /2\5TEEL PACKAGE 02/11/05 5 ASI #4 03/16/05 Z. A51 # L 04/05/05 /!,\RE\/I5E0 PERMIT 5ET I KEY PLAN O O O O O co 0, 00 ai <OZ ASPHALTIC kqALL,(FOOTINO MASTIC PAPER CONNECTION RE BARRIER PRECAST 5" 51-AB ON MANUFACTURER �Xl GRADE WITH W.W.F. z . 6 a d -4 A 11=41 4 A3 =11= �I_ - NR� 9w E I I I 1 I G I GA I Eil 1 r= 1 I= 4 A 4 4. n a -A 4 4 q� 44 4 . 4 4'. 4 '4 1&' (4A P11 T RE: PLAN #Kb AT 1'-0" EACH WAY xx 3 "-4" TOPPING SLAB RE: ARCH RE: EMBED PLATE BY - PRECAST SUPPLIER AT 4 1 MEMBRANE AND PROTECTION E30ARP X 1 5" CONCRETE SLAB ON 2" METAL DECK WITH REINFORCEMENT RE: PLAN L4X4XI/4 CONTINUOUS 4 a a4 EMBED PLATE- RE: PRECAST MANUFACTURER STONE VENEER - RE: ARCH. SECTION a 1A R --, XXX,_XX,, .4 4 4 /* 4 4 -:4 1 4 -4 ANCHOR BOLTS AND CONNECTIONS BY 4 - PRECAST MANUFACTURER. 4 EMBED PLATES ;a RE: PRECAST MANUFACTURER 4 \-PRECAST ° a DOUBLE -TEE E PRECAST STONE o — PRECAST COLUMN RE. PLAN WITH VENEER HAUNCH RE:P CONCR 'AST ETE COMPOSITE RE: PRE CAST 4' TOPPING MANUFACTURER IZ141 - 4 14 4 PRECAST NALL IRE: PLAN 4 4 41 2" NON-5HRINI< GROUT FOUR 4 BY PRECASTER . 4 1/2" ISOLATION) d 4 SLAB ON GRADE JOINT d 4 RE: PLAN 7 — x x a d .. d a 4 °.. a A 4 4 4 4 TOP OF PILASTER a 4 4 TIES AT ✓" TOP 1 � 4 o (1;?)-#5 X 14 4 . . . L d 11 4 1-0 q 4 0 *, 0 - - -- 3'-0" X 5`-0" CONCRETE �4 PILASTER x X X.—Xxll 4 #5 TIES AT 1`-4" A 44 4 4 4-T 4 4. 4 4 4 d. A 4 m 0. 11 I11- Jil- RE: PLAN\ 2 A SECTION 5/4" 4 /* ' 4 4 ASPHALTIC MASTIC, PAPER BARRIER 4 _5"SLA5-ON-0BADE WITH &X& N2.lXkq2.1 P CONNECTION- RE: PRECAST MANUFACTURER O -0 - Dbo 4 4' 4 4 d 4 4 o q41 4 4 4 4 a 4 �i � a. d � d p 4 L W�4 4 #6 AT 1. R PLAN \ __ t #(v AT 1'-0" 5ECTION 3/4" 5/16 CONCRETE TOPPING #6 AT 11 1 1 -0 11 x _ /-#4 AT ��ilrTir�l• #5 AT 1-4" NORTH -SOUTH #rb AT I' -0" EAST -WEST PRECAST HALL RE: MANUFACTURER k4ALL/FOOTINO CONNECTION RE. PRECAST MANUFACTURE #& AT 11_01' EACH NAY (XXX ECT f ON I 3/4" RE: PLAN OR SCHEDULE FOR FOOTING AND REINFORCEMENT PRECAST PT RE: MANUFACTURER ASPHALTIC MASTIC PAPER BARRIER 5" SLAB ON C-. KITH W.W.F. PRECAST HALL RE: PLAN HALL /FOOTING CONNECTION RE; PRECAST MANUFACTURE E C T I ON 5/4" = I 5" 4" CONCRETE TOPPINe SLAB kqITH NA.F. WATERPROOF MEMBRANE AND PROTECTION E30ARP 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH STEEL BEAM RE. PLAN 1-41TH H.A.S. 2'-0" - #5 X = 4 1/2" CONCRETE SLAB ON 2" METAL DF WITH N.W.F. WATERPROOF MEMBRANE AND PROTECTION BOARD IRE: PLAN \IF EMBED PLATE - RE: PRECAST MANUFACTURER \- ,5" CONCRETE SLAB ON 5" METAL DECK WITH REINFORCEMENT FZFi PLAN L4X4X3/S CONTINUOUS WITH 1/4" VERTICAL STIFFENER AT EACH EMBE0? PLATE 4 1/2 CONCRETE SLAB ON 2" METAL PE(:,< WITH W.W.F. STEEL BEAM RE: PL AN KITH H.A.5. XXXI-XXII PRECAST DOUBLE -TEE RE: PLAN V41TH CONCRETE C-OMP051TE TOPPING ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON -GRADE V41TH &X& V42.IXH2.1 1/2" CONCRETE SLAB ON 2" METAL C< Ir N.W.F. STEEL BEAM RE- PLAN WITH H. A5 10" CONCRETE SLAB -ON -GRADE #5 AT 1'-4" lo 4 NORTH -SOUTH #6 AT I'-0 EA5T-ve5__ 41 .4. - .4 4 1 4 4 CONNECTION 4 RE: PRECAST Is * MANUFACTURER 4 C,) 4 Sz - .. #6 x )0 r .0 .0 :0 !n 0 0r5!C A I 4 4 4 4 ;04-1 (2)-#5 4 CONTINUOU 4 - 4 __jj I JE 4f aTA Ll #6 AT 1'-0" #6 AT 1'-0" ETION .4 5/4" 4" CONCRETE TOPPING SLAB NITH WATERPROOF MEMBRANE AND PROTECTION BOARD 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH STEEL BEAM RE: PLAN KTH H.A.5. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. STEEL BEAM RE. PLAN WITH H.A.S. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.H.F. STEEL BEAM F RE; PLAN 1-41TH H.A.S. GRADE JIM e PqATERPROOFINO-7 AND RE: PLAN PROTECTION BOARD P-4ATERPROOF a D MEMBRANE NITH TOP OF WALL AT 51MILAR RE: PLAN - PROTECTION RAMP TOPPING SLAB I . ARCH TOPPING SLAB 111TH If IIR 5" 4" CONCRETE BOARD RE AT 151MILAR RE: CIVIL .4 1 CONCRETE TOPPING �l 31ta FI WATERPROOF IE I TI At > I F_ RE PLAN If MEMBRANE I PROTECTION BO ARD . . . . . . . . . . . . . . . . . . . . . . . . . F Q CONNECTION — < 4 1/2" CONCRETE RE: MANUFACTURER ------- SLAB ON 2" METAL I DECK WITH k4.kq.F 4 4 4 L 4X4XI14 CONTINUOUS PRECAST WALL EMBED PLATE AT 4'-0" RE: MANUFACTURER "'4 BY PRECAST SUPPLIER 4 4 4 PRECAST DT 4 ' . RE: MANUFACTURER —STEEL BEAM RE: PLAN 4 4 BEARING PAD BY 4 4 47 PRE(: SUPPLIER 4 / lo - _: /4� T-LEG BEARING SEAT RE: PRFCA5TER X Milli a AL HALL /FOOTING CONNECTION- RE: PRECAST MANUFACTURE #& AT 1'-0" EACH HAY .E -TEE 'OBI TE 0 ) I SECT ION 1 5/4" #6� AT 1'-0" m #6 AT 1'-0" EAST -WEST #5 AT 1-4" NORTH-SOU TH - CONNECTION RE: MANUFACTURER PRECAST HALL RE. MANUFACTURER WALL /FOOTING CONNECTI RE: PRECAST MANUFAC #6 AT I'-0 EACH 1 (XXX &ECTION 2 —ASPHALTIC MASTIC PAPER BARRIER 5" SLAB ON GRADE WITH 5/16 - CONCRETE TOPPING / AT 7-0" X ASPHALTIC MASTIC PAPER BARRIER 5" SLAB ON GRADE NITH ETIN 3. O O O tD O O et C0 0 - v (n 0 < Q <oz 0 > < "A a" CONCRFTE-56AB--� _,WITH #5 AT 12" O�C. EACH HAY I— #5 X 3'-0" AT 12 O.C., EPDXY DOWEL ro" DEEP INTO PRECAST CONCRETE WALL O L TTOP OF SLAB PRECAST CONCRETE HALL LIP SHEET SLAB -ON -GRADE KITH "Co W2.1 X H2.1 N.N.F. 144'-0" TTOP OF SLAB fo.. fo-9 lz P� #q AT 10" O.G. EACH FAY TTOP OF SLAB 4 4, 4 v 4 �� 1/2" = 1 51&' X 6" X&" EMBED PLATE KITH (4)- 1/2"<P X 6" H.A.S. HELD ON (2)- #5 X 3 5" SLAB -ON -GRADE KITH N.N.F. 144*-0" 7 a tv. a L #q X AT 10" O.C. 4'-0" #q X AT 10" O.C. 4 112" = 11-01, PRECAST CONCRETE iNALL 5L I P SHEET 5" SLAB -ON -GRADE KITH &X& N2.1 X N2.1 N.N.F. NALL/FOOTING ATTACHMENT RE: MANUFACTURER #q AT 10" EACH NAY 5"-4" TOPPING RE.- ARCH 1/4" SENT STEEL EDGE ANGLE PRECAST - CONCRETE WALL EMBED PLATE Z 4 1/2" CONCRETE SLAB ON METAL PECK NITH N.N.F. NATERPROOF MEMBRANE AND PROTECTION BOARD pAr p METAL STUD RE:5C,HEOULE (XXX \—STEEL BEAM RE: PLAN — 4 1/2" CONCRETE SLAB ON METAL DECK WITH _x ----------------- 4- BY PRECAST /-STEEL BEAM SUPPLIER RE: PLAN AT 2'-0" STFEL BEAM 10" CONCRETE RE: PLAN L 4X4X5/8 SLAB ON GRADE 10" CONCRETE CONTINUOUS SLAB ON GRADE #&X &I AT V-O" #6x 6 AT I' -O "" ASPHALTIC 5,_On 14 5LOP INC-, RAMP F 7 ad MASTIC PAPER o4 d L BARRIER 44 v X X EMBED PLATE \-#e> ASPHALTIC MASTIC BY PRECAST AT 1'-0" RE: PRECA5TER #6 AT 11-01, SUPPLIER EAST -NEST T-LEG BEARING'S SEAT EAST-NEST AT 3'-0" 4 a RE. PRECA5TER RE: PRECAST #5 AT 1'-4" 4 4 NORTH -SOUTH ba NORTH-50UTH 5 NATERPROOFINC AND 4 L SX4XI/2 L e>X4XI/2 CONTINUOUS PROTECTION BOARD CONTINUOUS NALL/FOOTING #6 AT V-O" T-LEC-; BEARINe SEAT CONNECTION RE: PRECA5TER #6 AT V-O" BY PRECAST #6 AT 1'-0" AT SIMILAR fRE:Cl\/]L SUPPLIER AT I' -O" PRECAST 4, KITH &X& N2.1XV42.1 SUPPLIER qj O 1 4' 1 4 4' 44 #Co AT V-O" .44' . . m . , . . I . . a'4 4 4 :4 4. EACH HAY 4 4 4 4 % 4 �4 -4 . TIC 4 4 ---4.* = : x ° !ai ' . -4' PRECAST NALL x Xt 4 RE: PLAN as 4 q. 4 - !k 4 4 4 4\11 7 4 dk 4 di —CONNECTION .4 4 4 1 4 RE: MANUFACTURER I TI L 4A T ASPHALTIC MASTIC PRECAST NALL r l PAPER BARRIER lo 4 4� RE: MANUFACTURER 44 4 RE- PLAN 1 4 16 3 4 5" SLAB -ON -GRADE WITH &X& N2.IXN2.I 4 SECTION 3 4 PRECAST PT RE. MANUFACTURER XXXI-XX" SL OPING RAMP 3/4" = 1' -0" 5"-4" TOPPING SLAB RE. ARCH 1/4" BENT STEEL EDGE 4 1/2" CONCRETE SLAB ON METAL DECK KITH NATERPROOF MEMBRANE AND PROTECTION BOARD ANOLF ;e7 RE: PLAN SECTION .4 5/4" = 11-0. EXTERIOR STUD NALL KITH SHEATHINCE.? NATERPROOFINe AND PROTECTION BOARD EXTERIOR SLAB RE: ARCH RAMP TOPPINCS SLAB AT SIMILAR RF_tCIVIL CONCRETE TOPPING STFEL BEAM RE: PLAN 10" CONCRETE SLAB ON GRADE #6x 6 AT I' -O "" ASPHALTIC MASTIC PAPER o4 4 BARRIER v X X EMBED PL ATE IIE ASPHALTIC MASTIC BY PRECAST fl RE: PRECA5TER #6 AT 11-01, SUPPLIER T-LEG BEARING'S SEAT EAST-NEST AT 3'-0" 4 a RE. PRECA5TER RE: PRECAST 4 #5 AT V-4" NORTH-50UTH 5 NATERPROOFINC AND 4 '4 4. L e>X4XI/2 PROTECTION BOARD CONTINUOUS RAMP TOPPIN&5LA5 #6 AT V-O" NALL /FOOTING — AT SIMILAR fRE:Cl\/]L CONNECTION AT I' -O" PRECAST KITH &X& N2.1XV42.1 SUPPLIER 4 4' 44 #Co AT V-O" RE: PRECAST MANUFACTURER :4 4. EACH HAY �1 4 CONNECTION 4 '4 4 4 ---4.* = : x l 4 x Xt RE: MANUFACTURER as 4 q. ,4 - !k �4 a v 4 4 4 4' 4 ' 4 7 —CONNECTION .4 4 4 1 4 RE: MANUFACTURER I TI L 4A T PRECAST NALL r l RE: PLAN SECTION .4 5/4" = 11-0. EXTERIOR STUD NALL KITH SHEATHINCE.? NATERPROOFINe AND PROTECTION BOARD EXTERIOR SLAB RE: ARCH RAMP TOPPINCS SLAB AT SIMILAR RF_tCIVIL CONCRETE TOPPING il --- A 11 1 I ASPHALTIC MASTIC PAPER J4 BARRIER 4 NALL/FOOTINO T-LEO BEARINC SEAT ASPHALTIC MASTIC RE: PRECA5TER CONNECTION T-LEG BEARING'S SEAT PAPER BARRIER a RE. PRECA5TER RE: PRECAST 4 d 5 NATERPROOFINC AND PROTECTION BOARD RAMP TOPPIN&5LA5 AT SIMILAR fRE:Cl\/]L GRADE NITH KITH &X& N2.1XV42.1 TOPPINO #Co AT V-O" RE: PRECAST MANUFACTURER EACH HAY rCONCRETE RE: PLAN CONNECTION 4 ---4.* = : x x Xt RE: MANUFACTURER 60 o - !k 4 4 4 7 —CONNECTION 4 4 1 RE: MANUFACTURER 4A T PRECAST NALL a 4 4� RE: MANUFACTURER 44 4 /k 1 4 16 3 4 4 1 . -0 ., 4 PRECAST PT RE. MANUFACTURER XXXI-XX" 4 EARINO PAD BY #6 AT V-O" PRECAST SUPPLIER 2. LEGS BEARING SEAT #ro AT 1'-0' - 77 RE: PF;ZEr-A5TFP, 7 7! z 7 RF- PLAN it 1 TION SEC 2 4 0 4 3/4" = 11-01, SECTION I- PRECAST DT RE: MANUFACTURER ASPHALTIC MASTIC PAPER PRECAST SUPPLIER / SLAB ON T-LE 0 BEARING SEAT GRADE 1-41TH RE: PREGA5TER 5LOPINO RAMP 4 � - b ' o 0.0 ' cs ��o 0. 0. 4,1 il --- A 11 1 I ASPHALTIC MASTIC PAPER 4. BARRIER 4 NALL/FOOTINO ASPHALTIC MASTIC CONNECTION PAPER BARRIER a RE: PRECAST MANUFACTURER 5" SLAB ON 5" SLAB -ON -GRADE GRADE NITH KITH &X& N2.1XV42.1 WALL /FOOTINGS CONNECTION— #Co AT V-O" RE: PRECAST MANUFACTURER EACH HAY 4 4 x Xt 60 o 4 4 4 4 4 1 4A T 4 a 4 4� 44 44 4 /k 1 4 16 3 4 4 4 v 4 #6 AT V-O" 2. RE: PLAN #ro AT 1'-0' RF- PLAN it 1 TION SEC 2 3/4" = 11-01, SECTION I- [Xxx I f 3/4" = V-O" W 00 0 03 01, 00 < 5" MINIMUM STRUCTURAL #4 X 4'-0" AT CAST IN PLACE CONCRETE TOPPING 2'-0" CONCRETE TOPPING RE. PLAN STEEL COLUMN, RE. PLAN #4 X &'-0" AT AST IN PLACE CONNECTION BY TUBE STEEL COLUMN EXTERIOR CONCRETE 2'-0" C, AND BASE PLATE PRECAST SUPPLIER kqJ-4.F. RE: PLAN SLAB RE: ARCH CONCRETE TOPPING DOUBLE TEE/BEAM RE: PLAN CONCRETE TOPPIN RE: SCHEDULE RE: PLAN I" NON - SHRINK GROUT DOUBLE NON - SHRINK GROUT WATERPROOFING r r CONNECTION BY W.W.F. RE- PLAN AND REINFORCEMENT I I X Z X X x X X . lt�. RE. PLAN EMBED PLATE AT TOP AND PROTECTION 4 1/2"-&" COMPOSITE PRECAST SUPPLIER BOARD RE: ARCH t r TOPPINC-, WITH #6 AT 12 ° 2 /4 OF PRECAST COLUMN RE. PLAN e BY PRECA5TER 10" EACH WAY (2)-#5 CONTINUOUS 1F— v 4 ------- 1 11�_ WITH MACHINE BOLTS SLOP 4 TO MATCH COLUMN (,2)-#5 CONTINUOUS BASE PLATE as RE: SCHEDULE —X AL . 7 7 7 7 X4 4 L PRECAST OT PRECAST L- BEAM RE: PLAN 47, BY PRECAST SUPPLIER 4, PRECAST SHEAR k4ALL-- WITH CONNECTION TO \— DOUBLE TEE PT BY PRECAST RE.- PLAN 4 4 , '?A : DOUBLE TEE BEARIN PAD BY PLAN 4 4 SECTION 11 O PRE(�_ AT PRECAST DOUBLE TEE BEARING PAD BY 3/4" 1'-0" DOUBLE TEE LEC-75 EMBED PLATE RE: PLAN PRECA5TER. AT BY PRECAST SUPPLIER PRECAST INVERTED DOUBLE TEE LEGS 2'-0" PRECAST BEAM TEE BEAM RE: PLAN 4 LCONNECTIONS 5ECTION 1. RE: PLAN ' e". = BY FRECASTER X (2)-#5 2'-0" 3/4" 1'-0" WELDED TO EMBED \-BEA PAD BY # PLATEe EACH SIDE 4 PRECASTER R[Ne '-" �5ECTION I ro 4 OF PRECAST 1 5T _J a4 4 X & 0 AT 2'-0" 5ECTION 21 3/4' 1'-0" COLUMN PRECA 4 CAST IN PLAC 5/4" 1'-0" 4 INVERTED TEE CONCRETE TOPPING #5 AT 2'-0" 4 A BE RE: PLAN DOUBLE TEE/BEAM RE : PLAN BY m 4. PRECAST CONNECTION SUPPLIER N J-4.F. RE: PLAN 2" MINIMUM CONCRETE L . . *' (Typ TOPPING WITH &X& #4 X &'-0" AT INTERIOR METAL k42.1XIe42.1 2'-0" _5" C_111U WALL , RE: PLAN STUD WALL DOUBLE CONTINUOUS PRECAST DOUBLE-TEE DOUBLE TEE/BEAM CAST IN PLACE 1/2" (V X 4" EXPANSION CONNECTION 5"r CONCRETE TOPPING 4 —PRECAST COLUMN ANCHOR AT 4'-0" KKF. PRECAST SUPPLIER RE: PLAN RE. PLAN RE: PLAN a RE: PLAN X Jr — (XXX' X -Xx� (2)-#5 CONTINUOUS RE. PLAN 7- 7! 7 L PRECAST PT 4 6 .1 BY PRECAST K , PRECAST COLUMN SUPPLIER E CTION -1- '4 .7 41 #5 X 10" AT 4'-0" tl1 7_77- A/ 77 1'-0" HELD TO EMBED PLATE < SECT ION 12 > THREADED R005 WALL SLAB 4 RE: SCHEDULE .4 HELD TO EMBED ° COLUMN CONNECTION BY PLATE RE. PLAN PRECA5TER DOUBLE TEE BEARING PAD BY BASE PLATE CAST IN PLACE RE: PLAN PRECASTER AT 4 RE: SCHEDULE CONCRETE TOPPING DOUBLE TEE LEGS WATERPROOFING AND RE PLAN GRADE 60 1" NON-SHRINK 4 PROTECTION BOARD GROUT CONNECTION OF DOUBLE WATERPROOFING AND RE: ARCH A.F. RE. PLAN • a. TEE TO WALL (BEYOND) A #4 X ro'-O" AT BEARING PAP BY PROTECTION BOARD #4 INVERTED BY PRECAST SUPPLIER RE- ARCH. RE: PLAN TEE BEAM RE: PLAN PRECAST WALL -------- (TYPICAL) PREC_A5TFR AT -AM RE: PRF< DOUBLE TEE LEGS TEE/BE 4 -XTEF:ZIOF:Z SLAB _2" MINIMUM CONCRETE DOUBLE CONNECTION BY E CTION 2 MANUFACTURER E N BEARING PLATE ORADF-RF-RE CIVIL TOPPING WITH W 1. I lie. DOUBLE TE E PRECAST SUPPLIER 5/4" 1.-0. T-LEG BEARING RE: PLAN \—EMBED PLATE AT SEAT RE PRECASTER #4 X 6' -O" AT X1 V /4 PRECAST INVERTED x 14 2'-0" TEE BEAM RE: PLAN Ill-111111 III lilt I If It DOUBLE TEE/BEAM CONNE /-- E CTION 22 4' PRECA CTION BY CONCRETE TOPPING ST SUPPLIER AND REINFORCEMENT 3/4' 1' -0" SECTION 11 4 RE: PLAN 5/4" 1�-O" IRE: PLAN 4 FLOORING RE. ARCH \-1/2" X 12" X 12" EMBED PLATE IN BEAM 2" MAXIMUM CAST -,AST-IN- EXTERIOR INTERIOR METAL ME CONCRETE SLAB STUD WALL TOPPING CONCRETE TOPPIN& RE: PLAN RE: CIVIL DOUBLE TEE BEARING PAD BY 1/2" 4> X 4" EXPANSION WITH &X& H2.IXH2.1 WATERPROOFING PRECAST CONCRETE DT RE. PLAN PRECASTER AT ANCHOR AT 4'-0" DOUBLE TEE LEGS 4 PROTECTION RE; PLAN 4 RE. PLAN BOARD R #4 AT 1'-4" E: ARCH 2'-0" (2)-#5 CONTINUOUS V-4" PRECAST CONCRETE [XXXI-XXIIII LB BEAM T EE INVERTED CONCRETF EE BEAM RE: PLAN 4 WWI TOPPING kq[TH #6 1/4 7_� 7T 7, 4.* AT 10" EACH WAY &ECTION a 4 .4 4 EMBED PLATE 14 RE; PRECAST 4 BEARING PAD BY MANUFACTURER 5ECTION 13 '- MINIMUM PRECA5TFF;Z 4 SLAB DOWEL 4 BY PRECAST MANUFACTURER PRECAST WALL RE: PRECAST MANUFACTURER a 4 &ECTION 23. 3/4" = 1'-0" COMPOSITE STRUCTURAL TOPPING PRECAST DOUBLE-T RE: PLAN DOUBLE TEE / WALL CONNECTION BY PREOA5TER 3/&' X &' X &' EMBEDEP PLATE AT 2' -65" 11 1 3/4" PAVE Rya- WATERPROOF INO AND PROTECTION BOARD CONNECTION BY !=> RECAST SUPPLIER PRECAST DOUBLE TEE WITH 2 1/2" MINIMUM TOPPINC X V_ #5 X rY EACH EMBEDED PLATE PRECAST DOUBLE-T— RAIN RE: RE: MANUFACTURER D MECHANICAL WITH 2" MIN. CONCRETE TOPPING u X '15 1, X �11 EMBEDED PLATE AT 2'-6" DOUBLE TEE RE: PLAN aECTION 24, 5/4" = 1'-0" 5/4" = 1' CONCRETE TOPPIN& —] i A REINFORCEMENT RE: PLAN .ji PRFGA 57 DOUBLE TEE PEE: PLAN MAST IGHORD BEARING PAD BY PRECASTER CONCRETE TOPPING WITH 6X& P42.1 x V42. RIGID INSULATION 1 RE: PLAN 3/4" AS REOUIRFD 4 : 4 1/2" - 8" MAXIMUM CONCRETE TOPPING #4 X b' -O "' AT 2'-0" RE. PLAN WITH #6 AT 10" EACH WAY DOUBLE TEE/BEAM 4- CONNECTION BY mi PRECAST SUPPLIER _ II �I) =1' — 1I I — I ! �1! V � a a _ ��I — III —I I ._. I I —I I 4, 4 LCONNECTION BY PRECA5TER BEARING'.-' PAP BY PRECA5TFF;Z PRECAST '. 4 4 PRECAST L—SHAPED INVERTED TEE BEAM RE. PLAN BEAM RE. PLAN 4 (TYP PRECAST COLUMN CAST IN PLACE CONCRETE TOPPING RE PLAN W.W.F. RE. PLAN RE: PLAN ........ . 4 BEARIN& PAD BY 4 a FRECA5TER PRECAST — DOUBLE TEE RE: PLAN &ECTION 4 RE: PLAN RE: PLAN 5/4" = 1*-0" PRECAST DOUBLE -T 5/4" = 1'-0" RE: MANUFACTURER WITH 2" MIN. CONCRETE 44 W.W.F. RE: PLAN WITH 3" MINIMUM CONCRETE TOPPING GLADE 4 1/2" - 8" MAXIMUM TOPPINIS RE: PLAN RIGID INSULATION CONCRETE TOPPING PRECAST WALL AS REQUIRED WITH #6 AT 10" EACH W &ECTION e RE: MANUFACTURER DOUBLE TEE/BEAM WATERPROOFING -3/4" DOUBLE CONNECTION BY AND PROTECTION 5" MINIMUM BOARD CONCRETE X PRECAST SUPPLIER RE: PLAN TOPPING WITH I RE: PLAN &X& H2.1 X k42.1 1/4" MAXIMUM u•. R) DOUBLE TEE 6s� 96. 6%. 0 FLANGE x x ...... ............ 14", i d iil did! d ill iiIIIIIN 7 7 z CONNECTION BY X PRECA5T SUPPLIER AT ,5' -O "" 7. 7. 7 7 .. A �PJ �� Vim" � � C'_` —/ � Cam' 5/4" = I' -O" 1 4 . #4 X b' -O" AT CAST IN PLACE STEEL COLUMN, RE: PLAN 2' ^O CONCRETE TOPPING RE: PLAN 4 CONNECTION BY I" NON - SHRINK GROUT PRECAST SUPPLIER W.W.F. RE: PLAN CONNECTIONS RE: PLAN ,, 4 BY PRECA5TER 4 BEARING PAD BY MA5TICHORD PRECA5TER BEARING PAD BY PRECAST — x 23 X X_ PRECASTER INVERTED TEE BEAM RE: PLAN 'X -"7-,x x 7 7" .7 X4 f i0ir V eECTION IE� 4 5/4" = 1'-0" 4' PRECAST DOUBLE TEE EMBED PLATE RE: PLAN BY PREGA5T SUPPLIER FREGA5T BEAM RE: PLAN E C T I N 2 3/4" = 1'-0" PRECAST COLUMN RE: PLAN S EC T ION I V 3/4" = 11_0" PRECAST DOUBLE TEE RE: PLAN BEARING PAD BY PRECA5TER 1/4" PRECAST L-SHAPED BEAM RE. PLAN NOTE: WATERPROOFIN& RE: ARCH I ! t i t k 9 1/4" BENT STEEL FPeE I ANC,. LE (CONTINUOUS) 4" 5" CONCRETE FINISH SLAB k4ITH 6X6 1 X 6" METAL STUD WALL WITH GYP. SHEATHING ! t EACH 51DE AND TRACK i t RAMSET AT 1' -O" i t i � t 4 1/2" CONCRETE SLAB ON 2" METAL DECK YJ.W.F. I I i SLOPE i I ,�� x B WATERPROOF 1 N0 MEMBRANE RE: ARCH. L 4X4X51e� DECK SUPPORT ANGLE WITH 3/8" STIFFENER AT 2' -O" E CT I ON 10 3/4" #5 AT 1' -4" VE' AND HORIZONI #5 AT I' -O" EA #5 AT I' -O" X C #5 AT 1' -4" X f L4X4X3 /S GOT LEDGER KITH EMBEDMENT HI HIT -ICE ADHEE ANCHOR WATERPROOF MEMBRANE 3/4" = 1' -0" 5 TOP IE VENEER 4 1/2" CONCRETE — SLAB ON 2" METAL DECK WITH W.W.F. 3/4" = 1' -O" METAL STUD WALL W1TH GYPSUM SHEATHING WATERPROOF MEMBRANE AND PROTECTION BOARD Lr3Xf3X3 /8 EDGE ANGLE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH VqJ -4.F. 'S1 RIGID .ATION OR =OAM STEEL BEAM RE: PLAN i l4ATERPROOFIN& AND PROTECTED BOARD 4" CONCRETE SLAB NITH 6X6 N2.q X W2.<i NJ -4.F. AND SNONMELT RE: ARCH SLOPED R164D 1 N5ULATION (FC = 100 P51) a: -x—.- x —x —x • n � a WATERPROOFING AN PROTECTION BOARD RIGID INSULATION (F1= 100 PSt) 4" CONCRETE SLAB WITH 6X6 W2.qXW2.G ( W.W.F. AND SNOWMELT dS _. 7 v STEEL BEAM RE: PLAN WITH H.A.S. AND 1_4X4X3/8 " CONTINUOUS DECK SUPPORT ANGLE STEEL BEAM RE: PLAN WITH H.A.S. 4" CONCRETE SLAB RE: SECTION 2/55.1 8" CONCRETE SLAB RE: SECTION 2/55.1 4 x. Q q c STEEL BEAM RE: PLAN HSS 2X2XI /4 STUB COLUMN 43" CONCRETE SLAB ON 3" METAL DECK WITH #6 AT 8" EACH WAY r_aARAC-zE &ECTION AT LOADINCa DOCK, SECTION" I 3/4" = I' -O" 1/4" BENT STEEL EDGE ANGLE 4" CONCRETE SLAB WITH 6X6 V 2AXW2.q W.W.F. t AND 5NOk4MELT t RE: ARCH. t t WATERPROOFIN 6 „ AND PROTECTION BOARD i SLOPED R10I0 i INSULATION (FG =100 psi) i xa-a 4 11 4 a EXTERIOR METAL STUD WALL METAL TRACK WITH 1 /4 "d> X 3" EPDXY - ANCHORS AT 4' -0 " 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. STEEL BEAM RE: PLAN WITH H.A.S. AND L 4X4X3 /8 CONTINUOUS DECK SUPPORT ANC -ALE RE: PLAN " 4" @ 12" I/4 8" CONCRETE SLAB ON —' 3" METAL DECK WITH #6 AT 5" EACH WAY 4"a 12" 1/4" ECT ION 2 3/4" 1' -0" &EC TION 3/4" = 1' - 0" METAL STUD WALLS WITH GYPSUM SHEATHING 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.N.F pia •III 6 TOP AND BOTTOM STEEL BEAM RE: PLAN WITH H.A.S. T 1' -4" JiN 1'_61 SNONMELT SLAB RE: ARCH WATERPROOF MEMBRANE AND PROTECTION BOARD 4 1/2" CONCRETE SLAB ON -METAL DECK P41TH N.N.F. � /�V/ . %- i 4 If4" RTICAL ° R STIFFENER EACH '-- SIDE AT 2' -0" STEEL BEAM RE: PLAN 7 OWN STEEL BEAM RE: PLAN 1 7 ` L 4X4X114 CONTINUOUS WITH H A.S. 3" EACH SIDE 1/4" 1/4" VERTICAL WEB If4" STEEL EDGE STIFFENER EACH SIDE ANGLE = I L4X4X318 DECK SUPPORT ANGLE 3/4" = 1 0 L3X3Xll4 AT COLUMN A ( I _7O' -COO" „i 1/4" BENT PLATE ;AST CONCRETE --- ----3" CARRIAGE STONE FPeE ANGLE DATION W WATERPROOF MEMBRANE ) ' . .BENT DGE ANGLE ALL PAVERS IN SAND BED 4 PLATE CONTINUOUS i i it 1' -O" WIDE HAUNCH AND PROTECTION BOARD OTINUOUS FOR METAL DECKING i k 6Opsi RIC -SID -4 "' MINIMUM RE: GENERAL NOTES INSULATION 4 II2" CONCRETE SLAB -- - -- - < - = - - - -- - -- ON 2" METAL DECK i 4 O —3/4" 0 X 3 1 /2" H.A.S. i t AT 1' -O" MINIMUM SPACING SNON -MELT SLA� RE= PLAN STEEL BEAM i t RE: PLAN RE: ARCH i r2,. LAN STEEL BEAM RE: PLAN SECTION 3/4" 1 " -0" RE: ARCH � STEEL BEAM RE: PLAN S ECTION 3f4" 1/4" END PLATE RE: SECTION 3/55.2 FOR STIFFENER SCHEDULE H55 4X4X51,e> — TYP. (3) PLACES I � t i i TS COLUMN RE: PLAN SECT(C7N .4 -,� 0 a v 60 S:- Q STEEL BEAM RE: PLAN WITH H.A.S. ! I I {i 1/4" END PLATE i t RE: SECTION 3/55.2 i i RE AN FOR STIFFENER SCHEDULE i t i t i ETI ON L A3 STONE GAP STONE VENEER L3X3XV4 AT COLUMN t ' i t STONE VENEER RE: ARCH. i IO' -00" I ? f ill GMU -kgALL FULLY 1/4" BENT PLATE i i H55 4X4X3/8 GROUTED WITH (2)- #5 EDGE ANGLE V 0 A DATE L WATERPROOF MEMBRANE 01/01/04 AND PROTECTION BOARD D L8X8X3 /8 AT EDGE ANGLE 1/4" BENT PLATE 4" CONCRETE SLAB CONTINUOUS 1 RE: SECTION 2f55.1 4 112" CONCRETE S" CONCRETE SLAB SLAB -ON -METAL DECK RE: SECTION 2/55.1 WITH W.W.F. t U . I SNONMELT SLAB RE: ARCH WATERPROOF MEMBRANE AND PROTECTION BOARD 4 1/2" CONCRETE SLAB ON -METAL DECK P41TH N.N.F. � /�V/ . %- i 4 If4" RTICAL ° R STIFFENER EACH '-- SIDE AT 2' -0" STEEL BEAM RE: PLAN 7 OWN STEEL BEAM RE: PLAN 1 7 ` L 4X4X114 CONTINUOUS WITH H A.S. 3" EACH SIDE 1/4" 1/4" VERTICAL WEB If4" STEEL EDGE STIFFENER EACH SIDE ANGLE = I L4X4X318 DECK SUPPORT ANGLE 3/4" = 1 0 L3X3Xll4 AT COLUMN A ( I _7O' -COO" „i 1/4" BENT PLATE ;AST CONCRETE --- ----3" CARRIAGE STONE FPeE ANGLE DATION W WATERPROOF MEMBRANE ) ' . .BENT DGE ANGLE ALL PAVERS IN SAND BED 4 PLATE CONTINUOUS i i it 1' -O" WIDE HAUNCH AND PROTECTION BOARD OTINUOUS FOR METAL DECKING i k 6Opsi RIC -SID -4 "' MINIMUM RE: GENERAL NOTES INSULATION 4 II2" CONCRETE SLAB -- - -- - < - = - - - -- - -- ON 2" METAL DECK i 4 O —3/4" 0 X 3 1 /2" H.A.S. i t AT 1' -O" MINIMUM SPACING SNON -MELT SLA� RE= PLAN STEEL BEAM i t RE: PLAN RE: ARCH i r2,. LAN STEEL BEAM RE: PLAN SECTION 3/4" 1 " -0" RE: ARCH � STEEL BEAM RE: PLAN S ECTION 3f4" 1/4" END PLATE RE: SECTION 3/55.2 FOR STIFFENER SCHEDULE H55 4X4X51,e> — TYP. (3) PLACES I � t i i TS COLUMN RE: PLAN SECT(C7N .4 -,� 0 a v 60 S:- Q STEEL BEAM RE: PLAN WITH H.A.S. ! I I {i 1/4" END PLATE i t RE: SECTION 3/55.2 i i RE AN FOR STIFFENER SCHEDULE i t i t i ETI ON L A3 STONE GAP STONE VENEER L3X3XV4 AT COLUMN t ' i t STONE VENEER RE: ARCH. i IO' -00" I ? f ill GMU -kgALL FULLY 1/4" BENT PLATE i i H55 4X4X3/8 GROUTED WITH (2)- #5 EDGE ANGLE V 0 No. DATE COMMENT zw 01/01/04 PRO6RE55 SET D F - 25% GD 5ET E OG/01/04 _z i NCB O O t A 11/ 05/04 RECORD PERMIT 5ET H U r 00 I 01/t4f05 z STEEL PACKAGE J 02/11/05 5 A51 #4 <Q UjCi� a A51 #1 L 04/05/05 s REVISED PERMIT C1 -a c 0= (A UJI V s u b C ON i f r � J .G._ u �i 5 ' C < < C , 4 to _ �a�D me U L u u.� ua Lu wj u, C CN 0V- CO M CO c0 - ° a ci d� cn v . O C .-. '> U O m � � _�G 0 qqyy > V_ Q n t_T m m d ,0 0 d`d w Z rL I t,al I � SEAL 4 0" M�► s • • s zt ISSUED FOR. No. DATE COMMENT 01/01/04 PRO6RE55 SET D 08/02/44 25% GD 5ET E OG/01/04 ISSUE 'E' F 10/12/04 PROGRESS SET G 11/ 05/04 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT SET I 01/t4f05 z STEEL PACKAGE J 02/11/05 5 A51 #4 03/16/05 a A51 #1 L 04/05/05 s REVISED PERMIT SET KEY PLAN 3/4" = 1'-0" RE: PLAN i i VERTICAL STIFFENER EACH SIDE RE: SCHEDULE 4 SECTION 5/55.2 5ECTION 23. R E : COLU N i 1� H.A.S. STEEL OLUMN EEL BEAM WITH RE: PLAN GO C SC HEPULE VERTICAL STIFFENER - - P - RE: PLAN H�A.S. RE. PLAN TOPPING EACH SIDE RE: SCHEDULE STEEL BEAM TYPICAL AT EXTERIOR TYPICAL COLUI STEEL BEAM - #4 X 4*-0" AT 2*-0" SECTION 5/55.2 RE: PLAN ED(::zE OF 6LAa RE: PLAN CENTER OVER 5PLICE DETAIL GIRDERS ,,,, REz PLAN kqj F EECTION 10 P r7: T I CD N eECTION =1 �lr =1 5/4" = 1'-0" RE- ARCH. 4 1/2" CONCRETE 2" METAL DECK L 4 1/2" X 4 1/2" 6" X IS OA. X 1 1/4" STUD TRACK X CONTINUOUS AT TOP AND BOTTOM OF STUDS STUD TRACK X CON 6" X 0 GA. X 1 5/8" RAMSET AT 1'-0" STUDS AT 2'-0" LONG SLOTTED Va HOLE TYP. 3/4"0 BOLTS 2 O.G. TYP. ------------- _t DOUBLE 6" X la GA STUD TRACK X CON UPPER TRACK TO F LIGHT GAGE CLIP X_� RAMSET AT 1'-0" - 14 OA. AT EAC H STUD STEEL BEAM RE. PLAN L3X3X3116 X CONTIN STEEL BEAM EACH RE: PLAN 1l8 STUD SECTION 2� &ECTION 24. 3/4" = 1'-0" 1 1/2" = 1' H55 4X4 FINISH SLAB WITH EXTERIOR METAL (oXro V42.1 X H2.1 4'* OF IOOp5! R101P INSULATION 4 1/2" CONCRETE SLAB 0 4" MECHANICAL SLAB z WITH RE GENERAL NOTES WITH kqksI.F. AND (3)-#4 RE: GENERAL NOTES CENTER OVER BENT PLATE 1/4" X L AT 4" AT PERIMETER CONTINUOUS t e- 4 1/2" CONCRETE SLAB MECHANICAL UNIT 2" MINIMUM CONCRETE 3/4"4> PIN ON 2" METAL PECK FLOOR PECK SPAN EXTEND FOR METAL DECKING 3"-5" SLOPING FOR METAL DECKING RE: PLAN RE: PLAN WATERPROOF CONCRETE TOPPING RE- RE: PLAN t MEMBRANE AND WITH &X& 1^12.1 Xk42.1 &X& V42.1 X V42.1 AND PROTECTION N.kq.F, WELDING RAMSET AT 1'-0" PROVIDE ADDITIONAL WELDING OF FLOOR PENETRATION (2)-L4X4X3/5 (I FAC, EACH SIDE AND TRACK WATERPROOFING AND i i 1/4" BENT STEEL EDGE i STEEL COLUMN--, I" BOTTOM PLATE 4 1/2" CONCRETE SLAB ANGLE (CONTINUOUS) 4 1/2" CONCRETE SLAB- 4 4 1/2" CONCRETE TRANSVERSE CENTERED 4' 2 SLOPE TOP �TO BEAM SPAN x x 3 f SURFACE RE: PLAN SLAB ON 2" METAL IN SLAB, CENTERED ON 2" METAL DECK TO DRAIN 3/4" 0 X 3 1/2" H.A.S. ON 2" METAL DECK 5/4" 0 X 3 1/2" H.A.S. RE; PLAN WATERPROOFING SLOPE TOP OF 5 A - STEEL 4 1/4" BENT STEEL BOARD AT I'-O" MINIMUM 5PACINC7 AT (4) SIDES OF AT V-0" MINIMUM5PACINC7 AT 1'-0" TOWARDS BEAM STEEL COLUMN L4X4X5/z3 WITH SLAB ON 2" METAL 5/4" (P X 6" EXPANSION RE: PLAN RE: PLAN RE: PLAN RR: PLAN ------------ RE: COLUMN STEEL COLUMN EXTERIOR STUD HALL I I STEEL BEAM WITH TYPICAL AT TOP OF F TOP OF STEEL VAJ-4.F. #5 X 2'-6" P.5-A. SCHEDULE ENDS 5/16 RE: COLUMN 4 1/2" CONCRETE SLAB STEEL RE PLAN 2'-0" CENTERED IN RE: PLAN RE. PLAN 19 3/4" BASE:: PLATE SCHEDULE EXTERIOR METAL I ON METAL PECK SLAB -1 0- 1p X =t WITH W-5/4"4> STUD WALL WITH ".N.F. j I" TOP PLATE e 4 1/2" CONCRETE SLAB BOLTS, Z z �x X, -'07- x 7- x - x 'S x X X 4 1/2" CONCRETE SLAB (3 Ill 4 1/2 CONCRETE SLAB ------ ---- - -- --------------- -------- - --- -- -- -- ------------------- ----------------------- '44 ON 2" METAL DECK ON 2" METAL DECK x X-X X ti 91 1 3t 4 f V ARIE S < -3 R 2XTkq < UJ � T I X., WITH H.A.5. x �. 7f �-' 7S� 'i Z - r - 11 , HS5 4X4XI/4 X f = T X f = AT �r - x x x x 4 x' -.X r. )f5 u j r i - -� -- I - t 3/16 X 2" AT 8" EACH 510E STEEL BEAM- 1/4" BENT STEEL NOTE: AT 51MILAR STEEL BEAM RE - PLAN STEEL BEAM RE: "," \-5/4" P PL AN IF- EDGE ANOLE DECK SPANS RE; PLAN CAP PLATE T I i PERPENDICULAR i &ECTION I WITH (4)-3/4"cl) EXTERIOR STUD WALL L TO BEAM. i i BOLTS WITH I" SLIP CONNECTION i i i i 5/4" = 1'-0" AT TOP STEEL BEAM SECTION 2 ca STEEL BEAM -STEEL COLUMN RE: PLAN 3/4" (P H.A.5. 3/4" = 1'-0" RE: PLAN i i VERTICAL STIFFENER EACH SIDE RE: SCHEDULE 4 SECTION 5/55.2 5ECTION 23. R E : COLU N i 1� H.A.S. STEEL OLUMN EEL BEAM WITH RE: PLAN GO C SC HEPULE VERTICAL STIFFENER - - P - RE: PLAN H�A.S. RE. PLAN TOPPING EACH SIDE RE: SCHEDULE STEEL BEAM TYPICAL AT EXTERIOR TYPICAL COLUI STEEL BEAM - #4 X 4*-0" AT 2*-0" SECTION 5/55.2 RE: PLAN ED(::zE OF 6LAa RE: PLAN CENTER OVER 5PLICE DETAIL GIRDERS ,,,, REz PLAN kqj F EECTION 10 P r7: T I CD N eECTION =1 �lr =1 5/4" = 1'-0" RE- ARCH. 4 1/2" CONCRETE 2" METAL DECK L 4 1/2" X 4 1/2" 6" X IS OA. X 1 1/4" STUD TRACK X CONTINUOUS AT TOP AND BOTTOM OF STUDS STUD TRACK X CON 6" X 0 GA. X 1 5/8" RAMSET AT 1'-0" STUDS AT 2'-0" LONG SLOTTED Va HOLE TYP. 3/4"0 BOLTS 2 O.G. TYP. ------------- _t DOUBLE 6" X la GA STUD TRACK X CON UPPER TRACK TO F LIGHT GAGE CLIP X_� RAMSET AT 1'-0" - 14 OA. AT EAC H STUD STEEL BEAM RE. PLAN L3X3X3116 X CONTIN STEEL BEAM EACH RE: PLAN 1l8 STUD SECTION 2� &ECTION 24. 3/4" = 1'-0" 1 1/2" = 1' H55 4X4 FINISH SLAB WITH EXTERIOR METAL (oXro V42.1 X H2.1 4'* OF IOOp5! R101P INSULATION 4 1/2" CONCRETE SLAB 0 4" MECHANICAL SLAB z WITH #5 X 3' AT 2' WITH kqksI.F. AND (3)-#4 PAVERS RE: ARCH CENTER OVER BENT PLATE 1/4" X L AT 4" AT PERIMETER CONTINUOUS t e- 4 1/2" CONCRETE SLAB MECHANICAL UNIT 2" MINIMUM CONCRETE ON 2" METAL PECK FLOOR PECK SPAN EXTEND SLAB KITH 5NOV4MFLT 3"-5" SLOPING r I WATERPROOF CONCRETE TOPPING 3"-5" TOPPING SLAB t MEMBRANE AND WITH &X& 1^12.1 Xk42.1 &X& V42.1 X V42.1 AND PROTECTION N.kq.F, N.kq.F. RAMSET AT 1'-0" PROVIDE ADDITIONAL BOARD RE: ARCH OF FLOOR PENETRATION (2)-L4X4X3/5 (I FAC, EACH SIDE AND TRACK WATERPROOFING AND i i 1/4" BENT STEEL EDGE i RIGID INSULATION PROTECTION BOARD 41 x- x- ANGLE (CONTINUOUS) (60 PSI) 4 4 1/2" CONCRETE TRANSVERSE CENTERED 4' 2 SLOPE TOP �TO BEAM SPAN x x 3 f SURFACE xxx.-Xx.. SLAB ON 2" METAL IN SLAB, CENTERED SLAB WITH &X6 1,-1.2.1 X P42.1 i TO DRAIN ROUND) RE; PLAN WATERPROOFING SLOPE TOP OF 5 A - STEEL 4 1/4" BENT STEEL BOARD TYPICAL AT AT (4) SIDES OF EDGE ANGLE AT 1'-0" TOWARDS BEAM 4 1/2" CONCRETE L4X4X5/z3 WITH SLAB ON 2" METAL 5/4" (P X 6" EXPANSION DECK WITH W.W.F. DEEP STUD TRACK ANCHOR AT 2'-0" ------------ RE: PLAN EXTERIOR STUD HALL I I STEEL BEAM WITH TYPICAL AT WITH SHEATHING H.A.S. RE. PLAN TYPICAL 3/4" N H.A.5. 3/4" = 1' -O" C 5ETION le 3/4" = 11-01. I _ `STFEL BEAM RE: PLAN �C��I� I- ) rl SECTION 3"-4" CONCRETE H55 4X4 FINISH SLAB WITH EXTERIOR METAL (oXro V42.1 X H2.1 STUD WALL 4 1/2" CONCRETE SLAB VERTICAL STIFFENER i ON 2" METAL DECK z WITH #5 X 3' AT 2' #4 X 4'-0" AT 1'-0" CENTER OVER BENT PLATE 1/4" X L GIRDERS CONTINUOUS t e- 4 1/2" CONCRETE SLAB I _ `STFEL BEAM RE: PLAN �C��I� I- ) rl SECTION 3CED) H55 4X4 518' EACH 51PE GENTEREP HSS 6X6 H55 8X£3 1/2" EACH SIDE AT EACH FACE OF COLUMN 3/4" = 11 PARALLEL TO DECK SPAN VERTICAL STIFFENER i i z #5 X 3' AT 2' NOTE- WATERPROOFING EACH EACH51PE RE. SCHEDULE _j D_ f RE: ARCH -------- - - -- - RE. LAN 1 T OP 4 1/2" CONCRETE SLAB -1/55.2 ON 2" METAL PECK FLOOR PECK SPAN EXTEND 3/4 " TOP PLATE 0011 WITH NJ-4.F. AT (4) SIDES OF ALL TO FLOOR SPAN (2) #5 AT 3"-5" TOPPING SLAB t t VERTICAL WEB &X& V42.1 X V42.1 -46" METAL STUD WALL SQUARE OR ROUND N.kq.F. RAMSET AT 1'-0" PROVIDE ADDITIONAL -all WITH eYP.SHEATHINe OF FLOOR PENETRATION (2)-L4X4X3/5 (I FAC, EACH SIDE AND TRACK (4)-#5 X 4'-0" AT C!" 1/4" BENT STEEL EDGE i i RAMSET AT 1'-0" x 41 x- x- ANGLE (CONTINUOUS) BEAMS 4 4 1/2" CONCRETE TRANSVERSE CENTERED 4 1/2" CONCRETE �TO BEAM SPAN 4"-5" CONCRETE FINISH t t SLAB ON 2" METAL SLAB ON 2" METAL IN SLAB, CENTERED SLAB WITH &X6 1,-1.2.1 X P42.1 i I DECK ROUND) PECK WITH KN.F, AE30VE PENETRATION WATERPROOFING SLOPE AND PROTECTION - IV-,,) PROVIDE NSXIO MINIMUM BOARD TYPICAL AT AT (4) SIDES OF AT 1'-0" TOWARDS BEAM PENETRATION L4X4X5/z3 WITH 5/4" (P X 6" EXPANSION 4r--a ANCHOR AT 2'-0" PRECAST CORE WALL RE: MANUFACTURER 1/4" 4 lqATERPROOFINe MEMBRANE RE. ARCH. STEEL BEAM _J RE; PLAN WITH H.A.5. ET ION 31. SECTION 2&_ 3/4" = 1'-0" 5/4" = I' -O'" I N STIFFENER WIDTH -- .j ui 7 t. EMBED PLATE t=. PLA tV RE- LA EQUALS 1/2 TIMES lu a- � BEAM FLANGE 10 CONTACT STRUCTURAL 1/4" BENT ENGINEER TO REQUEST -7 5/&" THICK HORIZONTAL PLATE ANY DEVIATION FROM TYPICAL AND VERTICAL STEEL THESE REQUIREMENTS REINFORCING PLATES AT PRECAST CORE WALL - - -------------- COMPLETE STEEL BEAM AND /OR IF ANY ADDITIONAL EACH FACE, (4) -SIDES PENETRATIONS ARE NEEDED. OF ALL REINFORCED PENETRATION RE: PLAN BEAM PENETRATIONS .4 1 TYP. E FLOOR BEAM eECTION I & RE PLAN ,SECTION 21 5/4" = I' -O" 3/4" = 1'-0" NOTE: WATERPROOFING RE: ARCH 1/4" B ENT STEEL STEEL COLUMN r->= PL AN 1-11rLi EDOE ANGLE 5/4" STEEL BASE PLATE 3„ i RE: PLAN MEZZ -4 1/2" CONCRETE SLAB 4"-3" CONCRETE 4 1/2" CONCRETE TOP OF ON 2" METAL PECK FINISH SLAB WITH i t i SLAB ON 2" METAL STEEL I L 7 r , WITH NJ-4.F. &X(o k42.1 X Pq2.1 W.W.F. t t DECK X yv X-X- p x if -x --------------- tl i�t y tl STEEL BEAM j j DOUBLE SHEAR WATERPROOFIN i i STEEL BEAM RE: PLAN RE RE: PLAN t t STEEL PLATE MEMBRANE RE- PLAN WITH H.A.S, RE: ARCH. VERTICAL STIFFENER t t STEEL COLUMN 1_5X5X518 DECK j j I" STIFFENER CENTERED EACH SIDE RE: SCHEDULE RE. PLAN WITH SUPPORT ANGLE UNDER COLUMN WALLS SECTION 5/55.2 5/4" TOP PLATE WITH 1/2" STEEL FACE PLATE I" X I*_1 llSll STEEL FACE -1 1 PLATE I ST EEL COLUMN RE: PLAN SECTION 31. &ECTION 2=1 �5't 1. 00 3/4' = -01, < I O 0 Z 3/4" = 1'-0" 3/4" = 1' _oll RE: PLAN SECTION 2 PRECAST CC RE: PLAN REINFORCEt- RE: 5CHEDUI PLAN, RE; PLAN TOP OF 5TFELi ZETE SLAB DECK CENTER OVER OIRDER5 1 '*1 STFEL BEAM RE: PLAN WITH VERTICAL STIFFENER (H-A.5. B EYOND) ��I � _ BEAM RE: PLAN 5ECTION S. COLUMN VERTICAL STIFFENERS H55 4X4 518' EACH 51PE GENTEREP HSS 6X6 H55 8X£3 1/2" EACH SIDE AT EACH FACE OF COLUMN RE: PLAN " 1 __.. 4 1/2" CONCRETE SLAB TOP OF 4LAN ON 2" METAL PECK STEEL WITH k4.Vq.F. N ti it d' tii tl ti i � i r STEEL BEAM i DOUBLE SHEAR = PL AN KI c___r==l PLATE SECTION 11 3/41, = 11-01, 5/4" = 1 1_ 0 " 5/4" = 11-0.1 q X x RE- PLAN RE. PLAN 4 1/2" CONCRETE SLAB TOP OF BEAM ON 2" METAL DECK k4ITH W.W.F. NOTE: WATERPROOFING STEEL SPLICE RE: ARCH 6" X I& &A X 1 5/S" 6" METAL STUD WALL ------- STUDS AT 2'-0" - ----------- - WITH GYP. 5HEATHINe v 4W R PLAN AND GE NERAL --- STEE BEAM WITH GYP. SHEATHINC-7 EACH SIDE AND TRACK 11 NOTES FOR CONNECTION EACH SIDE 1/4" BENT STEEL EDGE RAMSET AT 1'-0" o PF51ON (DOUBLE SHEAR RE: PLAN ANGLE (CONTINUOUS ) a t 1 PLATE CONNECTION 15 WITH H.A.5, 4 1/2" CONCRETE i i 15 TYPICAL) 4"-5" CONCRETE FINISH t i SLAB ON 2" METAL SLAB WITH 4bXro k42.1 X V42.1 t i i DECK STEEL BEAM k4,k4.F. &ECTION 2 RE- PLAN i i 5/4" VARIES ARIF X !STEEL TRANSFER BEAM RE: PLAN STEEL COLUMN RE: PLAN t i VERTICAL STIFFENER EACH SIDE RE. 5e-HFDULE- SECTION 5/55.2 STEEL BEAM NOTE: WATERPROOFING RE: PLAN WITH AT SIMILAR SECTION MEMBRANE RE- ARCH. H-A.S. COLUMN ABOVE STEEL COLUMN W-5/4%> THRU-BOLTS DOES NOT EX15T R E: S C H EDULE WITH 1/2" BASE 4 1/2" CONCRETE SLAB T STAIR FRAMING L 4X4X51S DECK PLATE ON 2" METAL DECK WITH kq.ksI.F. SUPPORT ANGLE WITH OTHERS RE PLAN 318" STIFFENER 3/4" = 1'-0" AT 2'-0" 4 1/2" CONCRETE SLAB ON 2" METAL PECK WITH N.W.F. ----------------------- --------------------- SECTION 14 #4 X 4'-0" AT 1'-0" __ . - I ELEVATOR CORE DOOR OPENING RE: MF( 2'-0" MAX. PERPENDICULAR 4 1/2" CONCRETE SLAB TO DECK SPAN, 4'-0" MAX. WITH W.N.F. PARALLEL TO DECK SPAN VERTICAL STIFFENER i i z STEEL COLUMN EACH EACH51PE RE. SCHEDULE _j D_ f -------- - - -- - RE. LAN 1 T OP 6" METAL STUD WALL -1/55.2 FLOOR PECK SPAN EXTEND 3/4 " TOP PLATE WITH GYP. 5HEATHINO (1) #4 AT SIDES PARALLEL AT (4) SIDES OF ALL TO FLOOR SPAN (2) #5 AT FLOOR PENETRATIONS EACH SIDE AND TRACK VERTICAL WEB GREATER THAN I'-&" STIFFENER RE: SQUARE OR ROUND BARS 2'-0" BEYOND EDGE RAMSET AT 1'-0" PROVIDE ADDITIONAL OF FLOOR PENETRATION (2)-L4X4X3/5 (I FAC, (4)-#5 X 4'-0" AT C!" STEEL COLUMN DOWN CENTER, OF NOTES, 1. NO L4X3 OR L4X4 PRECAST CORE WALL RE- PLAN BEAMS RE: MANUFACTURER 4 1/2" CONCRETE TRANSVERSE CENTERED REQUIRED AT FLOOR �TO BEAM SPAN PENETRATIONS 11" OR SLAB ON 2" METAL IN SLAB, CENTERED ROUND) PECK WITH KN.F, AE30VE PENETRATION PROVIDE ADDITIONAL (2) SETS OF (2)-5/4" <P H.A.5. SECTION PENETRATIONS LARGER THAN 2'-O"X4'-O" IV-,,) PROVIDE NSXIO MINIMUM T.0.5LA5 TYPICAL AT AT (4) SIDES OF AT 1'-0" TOWARDS BEAM PENETRATION ll OPENING CENTER AT ALL PENETRATIONS 3/4" = 1'-0" RE: PLAN TYPICAL AT TYPICAL 3/4" N H.A.5. #5 X 2'-6" P.5-A. #5 X b` -O "" AT z ENDS 5/16 AT EACH EMBED 2'-0" CENTERED IN SLAB -1 0- 1p X =t 4 1/2" CONCRETE SLAB Z z ON 2" METAL DECK 16 (3 Ill J-41TH W.W.F. x X-X X ti 91 1 3t 4 f V ARIE S < -3 R 2XTkq < UJ � T I X., x �. 7f �-' 7S� 'i SECTION 11 3/41, = 11-01, 5/4" = 1 1_ 0 " 5/4" = 11-0.1 q X x RE- PLAN RE. PLAN 4 1/2" CONCRETE SLAB TOP OF BEAM ON 2" METAL DECK k4ITH W.W.F. NOTE: WATERPROOFING STEEL SPLICE RE: ARCH 6" X I& &A X 1 5/S" 6" METAL STUD WALL ------- STUDS AT 2'-0" - ----------- - WITH GYP. 5HEATHINe v 4W R PLAN AND GE NERAL --- STEE BEAM WITH GYP. SHEATHINC-7 EACH SIDE AND TRACK 11 NOTES FOR CONNECTION EACH SIDE 1/4" BENT STEEL EDGE RAMSET AT 1'-0" o PF51ON (DOUBLE SHEAR RE: PLAN ANGLE (CONTINUOUS ) a t 1 PLATE CONNECTION 15 WITH H.A.5, 4 1/2" CONCRETE i i 15 TYPICAL) 4"-5" CONCRETE FINISH t i SLAB ON 2" METAL SLAB WITH 4bXro k42.1 X V42.1 t i i DECK STEEL BEAM k4,k4.F. &ECTION 2 RE- PLAN i i 5/4" VARIES ARIF X !STEEL TRANSFER BEAM RE: PLAN STEEL COLUMN RE: PLAN t i VERTICAL STIFFENER EACH SIDE RE. 5e-HFDULE- SECTION 5/55.2 STEEL BEAM NOTE: WATERPROOFING RE: PLAN WITH AT SIMILAR SECTION MEMBRANE RE- ARCH. H-A.S. COLUMN ABOVE STEEL COLUMN W-5/4%> THRU-BOLTS DOES NOT EX15T R E: S C H EDULE WITH 1/2" BASE 4 1/2" CONCRETE SLAB T STAIR FRAMING L 4X4X51S DECK PLATE ON 2" METAL DECK WITH kq.ksI.F. SUPPORT ANGLE WITH OTHERS RE PLAN 318" STIFFENER 3/4" = 1'-0" AT 2'-0" 4 1/2" CONCRETE SLAB ON 2" METAL PECK WITH N.W.F. ----------------------- --------------------- SECTION 14 #4 X 4'-0" AT 1'-0" __ . - I ELEVATOR CORE DOOR OPENING 3/4" = 11-01, 3/4" = 1'-0" 5/4" = 1'-0" 5/4"(P X 5 1/2" H.A.S. RE: PLAN -SEE NOTES 1/4" BENT STEEL FOR QUANTITY AND PLATE EDGE 5PACINC-7 - 4 1/2" CONCRETE SLAB RE: PLAN _� ON 2" METAL DECK WITH OF lTH N.W.F. STEEL 3/1& 3-12 STEEL BEAM RE: PLAN WITH H-A.5. PC-: eFNFRAL NOTES FORST T'T INTERIOR DESI EEL CONNECT1 ON FLOOR Qf=:>ENINCz6 SECTION 4 3/4" = 11-0.1 STEEL COLUMN RE: COLUMN SCHEDULE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH KP4.F. STEEL BEAM NOTE: STEEL BEAM RE PLAN RE: PLAN WITH H.A.5. i i AT SIMILAR SECTION, DECK SPAN OF FLOOR VERTICAL STIFFENER-/ 11 i IS PERPENDICULAR TO EACH SIE;>F RE; SCHEDULE t I THE ONE SHOWN HERE. SECTION 5/55.2 NOTE: DOES NOT APPLY AT EXTERIOR GRIDS.j SECT ION 514 PIN STEEL COLUMN I" BOTTOM PLATE -#5 X 3'-6 " AT 2'-0" RE. PLAN -4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.ksl.F. I" TOP PLATE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH H.A.S. -1_4X4X318 J X X4 31 �x x X-X-X 5/4" 4� X &" EXPANSION ANCHOR AT 3'-0" I � t 1/4" STEEL COLUMN � BEAM WITH RE: PLAN H.A.S. RE: PLAN TYPICAL COLU"N 6FLICE DETAIL EC T ION &_ 5/4" = I' -O" &ECTION 22 SECTION 15 RE: MF( 2'-0" MAX. PERPENDICULAR 4 1/2" CONCRETE SLAB TO DECK SPAN, 4'-0" MAX. WITH W.N.F. PARALLEL TO DECK SPAN z _j D_ f -------- - - -- - FLOOR PECK SPAN EXTEND BENT PLATE 1/4X5 112X3 (1) #4 AT SIDES PARALLEL AT (4) SIDES OF ALL TO FLOOR SPAN (2) #5 AT FLOOR PENETRATIONS SIDES PERPENDICULAR TO VERTICAL WEB GREATER THAN I'-&" STIFFENER RE: SQUARE OR ROUND BARS 2'-0" BEYOND EDGE SECTION 5/55.2 OF FLOOR PENETRATION (2)-L4X4X3/5 (I FAC, SIDE OF FLOOR PENETRATION) STEEL COLUMN DOWN BETWEEN MAIN FLOOR NOTES, 1. NO L4X3 OR L4X4 PRECAST CORE WALL RE- PLAN BEAMS RE: MANUFACTURER REQUIRED AT FLOOR PENETRATIONS 11" OR LE55 (SQUARE OR ROUND) 2. ALL FLOOR PENETRATIONS LARGER THAN 2'-O"X4'-O" PROVIDE NSXIO MINIMUM AT (4) SIDES OF PENETRATION 3/4" = 11-01, 3/4" = 1'-0" 5/4" = 1'-0" 5/4"(P X 5 1/2" H.A.S. RE: PLAN -SEE NOTES 1/4" BENT STEEL FOR QUANTITY AND PLATE EDGE 5PACINC-7 - 4 1/2" CONCRETE SLAB RE: PLAN _� ON 2" METAL DECK WITH OF lTH N.W.F. STEEL 3/1& 3-12 STEEL BEAM RE: PLAN WITH H-A.5. PC-: eFNFRAL NOTES FORST T'T INTERIOR DESI EEL CONNECT1 ON FLOOR Qf=:>ENINCz6 SECTION 4 3/4" = 11-0.1 STEEL COLUMN RE: COLUMN SCHEDULE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH KP4.F. STEEL BEAM NOTE: STEEL BEAM RE PLAN RE: PLAN WITH H.A.5. i i AT SIMILAR SECTION, DECK SPAN OF FLOOR VERTICAL STIFFENER-/ 11 i IS PERPENDICULAR TO EACH SIE;>F RE; SCHEDULE t I THE ONE SHOWN HERE. SECTION 5/55.2 NOTE: DOES NOT APPLY AT EXTERIOR GRIDS.j SECT ION 514 PIN STEEL COLUMN I" BOTTOM PLATE -#5 X 3'-6 " AT 2'-0" RE. PLAN -4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.ksl.F. I" TOP PLATE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH H.A.S. -1_4X4X318 J X X4 31 �x x X-X-X 5/4" 4� X &" EXPANSION ANCHOR AT 3'-0" I � t 1/4" STEEL COLUMN � BEAM WITH RE: PLAN H.A.S. RE: PLAN TYPICAL COLU"N 6FLICE DETAIL EC T ION &_ 5/4" = I' -O" &ECTION 22 SECTION 15 7" - 7 - - 7 4 40 ; 1 4" CONCRETE SLAB KITH 6X6 kq2.cIXk42.q 4 1/2" CONCRETE W.W.F. AND SNONMELT WATERPROOFING ND PROTECTION BOARD RIGID IN5ULATION-i CFI= 100 PSI) . . . . . . . . . . . L ON METAL RE: ARCH. DECK WITH W.W.F. cli TOP OF SLAB — TRASH COMPACTOR LE C-75 AND CONNECTION TO SLAB BY SUPPLIER ----------- - - -- -- ----- Is 't (2)-#6 CONTINUOUS S� 7 o as dk m NOTE: REFER TO STEEL BEAM ARCHITECTURE FOR RE: PLAN WITH EXTENT OF "RAISED" H.A.S. STRUCTURAL SLAB IN EAST WEST DIRECTION T e,>" GON(:, SLAB ON a" METAL DECK WITH #6 AT e>" EACH .WAY 6ECTION BELOW TFR,46H COMPACTOR &ECT ION A5 3 /4" = 1'-0" ■ 2' -8 l80 TOP OF SLAB r-FILINO- RE.- ARCH 1/4" BENT PLATE CONTINUOUS STONE- BEYOND 1&0'-0" TOP OF SLAB iI • 3'-0 1/2" L 4X4XI/4 HANGER • STONE VE RE: ARCH 1_4X4X318 STONE LINTEL 1/2" METAL ROOF DECK ROLLED ROOF PURL IN5 (R= KITH H55 4X4XI14 5TU55 AT BEARING STEEL PLATE GIRDER RE.- PLAN TOP OF STEEL STONE VENEER RE: ARCH 1 - 7l'-O" LEDGER BEARING COORDINATE TRENCH DRAIN, DIMENSIONS WITH ARCH AND MECHANICAL • v 1/2" 150LATION JOINT W coo P151 RIC710 ISOLATION 5/4" = 1'-0" STONE CAP RE: ARCH. K_ 44 4 UqU WATERPROOF INCA AND PROTECTION BOARD I a 5NOINMELT SLAB RE. ARCH. T5 4X4XI/4 WITH L 4X4X31e$ LEDGER 4 112" CONCRETE STEEL COLUMN SLAB -ON -METAL DECK STEEL BEAM RE: PLAN 16 TOP OF STEEL STEEL COLUMN BEYOND LOOSE LINTEL ANGLE RE. 5q-3 STONE BEYOND EMBED PLATE BY PRECAST SUPPLIER PRECAST BEAMS SECTION 3 1/4" = 1' -0" #4 AT 1'-0" X L 2'-0" NOTE: SEE PARTIAL PLAN 3/55.5 FOR TS FRAME PLAN T5 4X4XI14 FRAME RE: SEC. 2/55.3 2 5/4" 1'-0" tt &E(7_,Tl0N .4 5/4" = 1'-0" V-4" L2� V — STEEL BEAM RE: PLAN &ECTION 0 3/4" = 11-0. n O 0 as xod < I 1 TOP OF SLAB 6"- 16 OA&E 5TUP5 AT I'- (2)- #10 TEK SCREWS AT " 4 4 T5 4X4XI14 FRAME WITH 1/2" X 4" X 10" BASF PLATES AND 3/4" <P X 4 1/2" EMBEDMENT HILTI HY-150 HIT ICE ADHESIVE ANCHORS #5 MIVHEI67HT Q I ;:i I jai PRECAST CONCRETE CORE WALL GTE: HORIZONTAL )PPORTS OF SHAFT ALL NOT TO EXCEED '-0" SPACING cn u No. DATE 4"-5" FINISH SLAB Z W 01/01/04 PROGRESS 5ET WITH W.W.F. 05/02/04 1f4" X 5" CONTINUOUS a Oq/01/04 z BENT PLATE a k4ATERPROOFINO Lu z 11/05/04 RECORD PERMIT SET AND PROTECTION 12/13104 4w 0 m 1 F-30ARP STEEL COLUMN 12 02/11/0 5 A51 #4 RE: PLAN 05/16/05 4 A51 #1 x—x — u RE: ARCHF ------- 0 VERTICAL NEB 1 1/2" METAL STIFFENERS EACH SIDE ROOF DECK PER SECTION 3/55.2 rt� CO AT COLUMNS AND AT 3'-0" BETWEEN (0 U 0 COLUMNS L5X5XII4 DECK ANGLE 4 1/2" CONCRETE < < < SLAB WITH CONCRETE SLAB ON ON METAL PECK METAL PECK WITH N.W.F. --L" X Lu AM STEEL BEA111 v RE. PLAN 2 5/4" 1'-0" tt &E(7_,Tl0N .4 5/4" = 1'-0" V-4" L2� V — STEEL BEAM RE: PLAN &ECTION 0 3/4" = 11-0. n O 0 as xod < I 1 TOP OF SLAB 6"- 16 OA&E 5TUP5 AT I'- (2)- #10 TEK SCREWS AT " 4 4 T5 4X4XI14 FRAME WITH 1/2" X 4" X 10" BASF PLATES AND 3/4" <P X 4 1/2" EMBEDMENT HILTI HY-150 HIT ICE ADHESIVE ANCHORS #5 MIVHEI67HT Q I ;:i I jai PRECAST CONCRETE CORE WALL GTE: HORIZONTAL )PPORTS OF SHAFT ALL NOT TO EXCEED '-0" SPACING cn u No. DATE COMMENT Z W 01/01/04 PROGRESS 5ET p 05/02/04 25% 00 SET a Oq/01/04 z F a PRO&RE55SET Lu z 11/05/04 RECORD PERMIT SET H 12/13104 4w 0 m 1 01114/05 < Z z V- m cl� 02/11/0 5 A51 #4 � < 05/16/05 4 A51 #1 L u r CO 0 LLI W U rt� CO uj (0 U < < < cv cn < U.1 uj Lu cV v C CO CO te O N -� d� two = CA IV ,001 ?: u 00 U r. cm 0 > < u- u Ln > ,0 0 cv 9 LJMJ ' w , 0 d CO N ui 00 v- 0i ;5 z O SEAL NALD O • • • 12 ISSUED FOR: No. DATE COMMENT 01/01/04 PROGRESS 5ET p 05/02/04 25% 00 SET E Oq/01/04 ISSUE 'E' F 10/12/04 PRO&RE55SET 6 11/05/04 RECORD PERMIT SET H 12/13104 RECORD PERMIT SET 1 01114/05 /2\STEEL PACKAGE 1 02/11/0 5 A51 #4 05/16/05 4 A51 #1 L 04/05/05 /5 \REVI5EV PERMIT SET KEY PLAN 3'-2" T5 5X3X5/e> TUBE STEEL FRAME, TYPICAL e� 2" R101P INSULATION WITH NAIL BOARD 515" STEEL L 6X4X5A5X--\ CONTINUOUS DECK 5UPPORT\ If 1 ANGLE (ALL FOUR SIDES OF CHIMNEY) TYPICAL 5/16 T'T P I C AL CHIMNE"'T' FRAME t"PE T I ON 2 & 3/4" 2" RIGID INSULATION STEEL COLUMN NITH MAIL BOARD 5/4" 12 RE: PLAN WITH GYPSUM ROOF 5HEATHINe ROOF DECK L4 1/2 X4 1/2 X114 BENT STEEL PLATE (C0NTINU0U5) L 1 1/2 X 1 1/2 X 3/1� DECK SUPPORT AN( 5116 1 1/2 METAL ROOF DE(zr< ROOF SHEATHING No. D 1 1/2" METAL 1/2" TOP PLATE ROOF DECK 01/01/04 P BEAM RE: PLAN GYPSUM m 01 ROOF SHEATHING ------- - 1/2" METAL ------- ROOF DECK ROOF DECK L4 1/2 X4 1/2 X114 T_ co BENT STEEL PLATE NITH TS 5X5X51I6 (CONTINUOUS) -STEEL ROOF 1/4" BENT STEEL BEAM 01/14/05 2 RE: PLAN ANOLE _T5 4X4X518 U TYPICAL, CONTINUOU5 HEADER BEAM 4" Rl&lr-> 1W 2" RIGID INSULATION STEEL COLUMN NITH MAIL BOARD 5/4" 12 RE: PLAN WITH GYPSUM ROOF 5HEATHINe ROOF DECK L4 1/2 X4 1/2 X114 BENT STEEL PLATE (C0NTINU0U5) L 1 1/2 X 1 1/2 X 3/1� DECK SUPPORT AN( 5116 1 1/2 METAL ROOF DE(zr< ROOF SHEATHING STEEL ROOF BEAM RE: PLAN 5/16" RIDGE PLATE CONTINUOUS AT OPENING (ALL 51DE5) 2" Rlel (TYPICAL) 3/5" STEEL NEB INSULATION STIFFENER NITH NAILE30ARD T5 COLUMN RE: PLAN OYP5UM NITH 1/2" STEEL SHEATHING - FASCIA RE- ARCH TOP PLATE TA ANGLE- WITH SELF- =V4" = 1'-0" TO��PINO TYPICAL HATCH FRAME MC FASCIA SCREWS AT 2'-0" ON CENTER BEAM- CONTINUOUS L 5X2X31I6X4" AT 2'-0" 2" R1010 INSULATION ON CENTER &ECTION FASCIA RE- ARCH. 3/4" = P-0" ATTACH NITH (3) -10 GA. 0YP5UM ROOF SHEATHING 2" RIGID INSULATION SELF TAPPING 5CREN5 E C T I ON 14 F_NITH NAILBOARD EACH ANOLE AT BEAM 1 1/2" METAL 12 5/4" 1 1 ROOF PECK 12 RIOID INSULATION L4 1/2 X4 2 X114 31 12 NITH NAILBOARD &EECTION 23 1/ BENT STEEL PLATE -5/4 F(CONTINUOUS) -1 NORK POINT 3116" BENT STEEL PLATE CONTINUOUS TO ROOF 1 1/2" METAL 12 ROOF DE( 2" RIGID INSULATION NITH NAILE30ARD L4X4XI14Xe5" EACH SIDE EACH BEAM L4X4XI14X&" E T I ON 2v=.,." CLIP ANeLE 5/4" = 1'-0" EACH SIDE EACH BEAM �STEEL BEAM L4 1/2 X4 1/2 XI/4— RE= PLAN 4" RIOID INSULATION BENT STEEL PLATE NOTE: CUTTER 1141TH NAILBOARD (CONTINUOUS) LOCATIONS RE: ARCHITECTURAL FASCIA ROOF PLANS RE. ARCH S ECTION 2 4 . '7 W, 00 0 i 0 m >: 0 -va: < 1 0 0 <0 2" RIOID INSULATION NITH NAILBOARD ROOF SHEATHINO 5/8" GYPSUM SHEATHINO ROOF STUD WAL 1 1/2" METAL DECK SHEATHING (BEYOND) 1 1/2" METAL ROOF DECK 12 RE: ARCH. ' 1/4" BENT PLATE DECK SUPPORT ANGLE (LEOS = 4") 114" BENT STEEL VALLEY PLATE (LEGS = 4") STEEL ROOF BEAM RE- PLAN / -ROOF SHEATHING 5/e�ll GYPSUM /_SHFATHIN0 (XXX NORK POINT RE: OFNFRAL NO ROOF BEAMS r/ 1� * \� SENT STEEL BEAM TOP PLATE I "*'� T15 ---// RE: PLAN FOR BEAM CONNECTION RE: PLAN FOR I DESIGN CAPACITIES SIZE AND 2" RIGID INSULATION LOCATION 1-41TH NAILBOARD STEEL BEAM FULL PEN RE: PLAN STEEL ROOF (TYPE BEAM RE: PLAN E C T i i ON 12 &ECTION I till" 314" = 1' -O" 3/4" = 11-01, 5/8" STIFFENER 4 1/2 CONCRETE SLAB EACH 51OF 1/4" BENT STEEL ON 2" METAL DECK - - 5/8" GYPSUM STEEL BEAM EDGE ANOLE WITH &X& N2.1 X N2.1 2" R101P INSULATION SHEATHING RE: FLAN NITH NAIL BOARD 1/4" STEEL BEAM L4X4XI/4"TH 1 1/2" METAL -5/4" (P E30LTS 1 1/2" METAL SADDLE _T STEEL BEAM ROOF DECK ROOF DECK RE. PLAN :0 NITH T5_5X5X_:3/1& --------------------------- - - - - -- -------------- STEEL BEAM STUB COLUMN AT ROOF BEAMS RE: PLAN 5EC-TION a/4" = 1'-0" 1/4" BENT STEEL PLAT (LEGS = 4") CONTINUOUS 2" RIOID INSULATION NITH NAILBOARD A5 *' ��METAL STUD SHEATHINO i NALL RE: ARCH ROOF i 1 12 1 1/2" METAL t-l(:, FASCIA ROOF DECK BEAM- CONTINUOUS 12 STEEL ROOF 1 1/2" METAL - 7 FASCIA RE- ARCH. RE SUPPORT : PLAN BEAM ROOF DECK ATTACH WITH (5)-10 OA. SELF TAPPING SCREWS TOPPING DECK EACH ANOLE AT BEAM t i SLAB RE.- ARCH STEEL ROOF BEAM 518 GYPSUM 4 1/2" CONCRETE I i RE.- PLAN SHEATHINO — SLAB ON 2" METAL 3f8" STIFFENERS E CTION 22 DECK NITH N.N.F. EACH SIDE 3/4" 1'-0" I HATER PROOFING I I 318" STIFFENERS MEMBRANE RE ARCH i i EACH SIDE 1 1/2 METAL ROOF DECK T5 COLUMN RE: PLAN STEEL ROOF 2" RIOID INSULATION BEAM RE. PLAN NITH NAILBOARD 5/8" GYPSUM L 4X4X515 DECK SHEATHING 12 SUPPORT ANOLE &ECTION 13 5/4" = 1'-0" 1/4" BENT STEEL STEEL FLOOR 1/4" BENT STEEL EDGE ANOLE RE. ARCH. EDG ANGLE BE RE. PLAN ROOF NITH H.A.S. 2" RI&IP INSULATION SHEATHING NITH NAILBOARD STEEL ROOF BEAM DORMER RAFTER 5/8" 0YP5GYPSUM RE: PLAN SECTION ]a 5/8" l> BEAMS RE: PLAN SHEATHINO No. D 5/5 GYPSUM SHEATHING STEEL SHOULDER--,,. 1/2" TOP PLATE 01/01/04 P BEAM RE: PLAN PLYWOOD ROOF SHEATHING_ m 01 MC_ STEEL CHANNEL 1 1/2" METAL Cs v RE: PLAN ROOF DECK err T_ co 11/05/04 R NITH TS 5X5X51I6 --- ------------ WISSMAm 1/4" BENT STEEL 2" RI GID INSULATION 01/14/05 2 5A8" GYPSUM ANOLE A, U 0 CO CONTINUOU5 IL 4" Rl&lr-> 1W EME — 519>" STIFFENER EACH SIDE --- ---------------------------- - TYP > FULL L4 1/2 X4 1/2 X114 STEEL ROOF BEAM RE: PLAN 5/16" RIDGE PLATE CONTINUOUS AT OPENING (ALL 51DE5) 2" Rlel (TYPICAL) 3/5" STEEL NEB INSULATION STIFFENER NITH NAILE30ARD T5 COLUMN RE: PLAN OYP5UM NITH 1/2" STEEL SHEATHING - FASCIA RE- ARCH TOP PLATE TA ANGLE- WITH SELF- =V4" = 1'-0" TO��PINO TYPICAL HATCH FRAME MC FASCIA SCREWS AT 2'-0" ON CENTER BEAM- CONTINUOUS L 5X2X31I6X4" AT 2'-0" 2" R1010 INSULATION ON CENTER &ECTION FASCIA RE- ARCH. 3/4" = P-0" ATTACH NITH (3) -10 GA. 0YP5UM ROOF SHEATHING 2" RIGID INSULATION SELF TAPPING 5CREN5 E C T I ON 14 F_NITH NAILBOARD EACH ANOLE AT BEAM 1 1/2" METAL 12 5/4" 1 1 ROOF PECK 12 RIOID INSULATION L4 1/2 X4 2 X114 31 12 NITH NAILBOARD &EECTION 23 1/ BENT STEEL PLATE -5/4 F(CONTINUOUS) -1 NORK POINT 3116" BENT STEEL PLATE CONTINUOUS TO ROOF 1 1/2" METAL 12 ROOF DE( 2" RIGID INSULATION NITH NAILE30ARD L4X4XI14Xe5" EACH SIDE EACH BEAM L4X4XI14X&" E T I ON 2v=.,." CLIP ANeLE 5/4" = 1'-0" EACH SIDE EACH BEAM �STEEL BEAM L4 1/2 X4 1/2 XI/4— RE= PLAN 4" RIOID INSULATION BENT STEEL PLATE NOTE: CUTTER 1141TH NAILBOARD (CONTINUOUS) LOCATIONS RE: ARCHITECTURAL FASCIA ROOF PLANS RE. ARCH S ECTION 2 4 . '7 W, 00 0 i 0 m >: 0 -va: < 1 0 0 <0 2" RIOID INSULATION NITH NAILBOARD ROOF SHEATHINO 5/8" GYPSUM SHEATHINO ROOF STUD WAL 1 1/2" METAL DECK SHEATHING (BEYOND) 1 1/2" METAL ROOF DECK 12 RE: ARCH. ' 1/4" BENT PLATE DECK SUPPORT ANGLE (LEOS = 4") 114" BENT STEEL VALLEY PLATE (LEGS = 4") STEEL ROOF BEAM RE- PLAN / -ROOF SHEATHING 5/e�ll GYPSUM /_SHFATHIN0 (XXX NORK POINT RE: OFNFRAL NO ROOF BEAMS r/ 1� * \� SENT STEEL BEAM TOP PLATE I "*'� T15 ---// RE: PLAN FOR BEAM CONNECTION RE: PLAN FOR I DESIGN CAPACITIES SIZE AND 2" RIGID INSULATION LOCATION 1-41TH NAILBOARD STEEL BEAM FULL PEN RE: PLAN STEEL ROOF (TYPE BEAM RE: PLAN E C T i i ON 12 &ECTION I till" 314" = 1' -O" 3/4" = 11-01, 5/8" STIFFENER 4 1/2 CONCRETE SLAB EACH 51OF 1/4" BENT STEEL ON 2" METAL DECK - - 5/8" GYPSUM STEEL BEAM EDGE ANOLE WITH &X& N2.1 X N2.1 2" R101P INSULATION SHEATHING RE: FLAN NITH NAIL BOARD 1/4" STEEL BEAM L4X4XI/4"TH 1 1/2" METAL -5/4" (P E30LTS 1 1/2" METAL SADDLE _T STEEL BEAM ROOF DECK ROOF DECK RE. PLAN :0 NITH T5_5X5X_:3/1& --------------------------- - - - - -- -------------- STEEL BEAM STUB COLUMN AT ROOF BEAMS RE: PLAN 5EC-TION a/4" = 1'-0" 1/4" BENT STEEL PLAT (LEGS = 4") CONTINUOUS 2" RIOID INSULATION NITH NAILBOARD A5 *' ��METAL STUD SHEATHINO i NALL RE: ARCH ROOF i 1 12 1 1/2" METAL t-l(:, FASCIA ROOF DECK BEAM- CONTINUOUS 12 STEEL ROOF 1 1/2" METAL - 7 FASCIA RE- ARCH. RE SUPPORT : PLAN BEAM ROOF DECK ATTACH WITH (5)-10 OA. SELF TAPPING SCREWS TOPPING DECK EACH ANOLE AT BEAM t i SLAB RE.- ARCH STEEL ROOF BEAM 518 GYPSUM 4 1/2" CONCRETE I i RE.- PLAN SHEATHINO — SLAB ON 2" METAL 3f8" STIFFENERS E CTION 22 DECK NITH N.N.F. EACH SIDE 3/4" 1'-0" I HATER PROOFING I I 318" STIFFENERS MEMBRANE RE ARCH i i EACH SIDE 1 1/2 METAL ROOF DECK T5 COLUMN RE: PLAN STEEL ROOF 2" RIOID INSULATION BEAM RE. PLAN NITH NAILBOARD 5/8" GYPSUM L 4X4X515 DECK SHEATHING 12 SUPPORT ANOLE &ECTION 13 5/4" = 1'-0" 1/4" BENT STEEL STEEL FLOOR 1/4" BENT STEEL EDGE ANOLE RE. ARCH. EDG ANGLE BE RE. PLAN ROOF NITH H.A.S. 2" RI&IP INSULATION SHEATHING NITH NAILBOARD STEEL ROOF BEAM DORMER RAFTER 5/8" 0YP5GYPSUM RE: PLAN SECTION ]a 5/8" l> BEAMS RE: PLAN SHEATHINO T5 5X3XI14 STUB COLUMN 1/2 .1 X a .. X 1 1 STEEL BASE PLATE NITH (2)-1/2" (P X 4" EXPANSION ANCHORS ZSTEEL ROOF (10" SPACING) BEAM RE: PLAN NON - SHRINK FASCIA RE: ARCH TO GROUT ANOLE- NITH SELF- TAPPING 5GREN5 AT 2'-0" 00 TYFICAL FR00f= R,4<E - PRECAST CORE NALL &ECTION ll � No. D 5/5 GYPSUM SHEATHING STEEL SHOULDER--,,. 1/2" TOP PLATE 01/01/04 P BEAM RE: PLAN PLYWOOD ROOF SHEATHING_ m 01 MC_ STEEL CHANNEL 1 1/2" METAL Cs v RE: PLAN ROOF DECK err T_ co 11/05/04 R NITH TS 5X5X51I6 --- ------------ GYPSUM ROOF SHEATHING 1/4" BENT STEEL 2" RI GID INSULATION 01/14/05 2 5A8" GYPSUM ANOLE A, U 0 CO CONTINUOU5 IL 4" Rl&lr-> 1W 04/05/05 Z — 519>" STIFFENER EACH SIDE --- ---------------------------- - TYP > T5 5X3XI14 STUB COLUMN 1/2 .1 X a .. X 1 1 STEEL BASE PLATE NITH (2)-1/2" (P X 4" EXPANSION ANCHORS ZSTEEL ROOF (10" SPACING) BEAM RE: PLAN NON - SHRINK FASCIA RE: ARCH TO GROUT ANOLE- NITH SELF- TAPPING 5GREN5 AT 2'-0" 00 TYFICAL FR00f= R,4<E - PRECAST CORE NALL &ECTION ll � �'� IAN 1 3/4 1 PLYNOOD ROOF SHEATHING GYPSUM ROOF SHEATHINO 1 1/2" METAL I ROOF DECK RE: GENERAL NOTES FOR DECKING 5/8 &YP5um_ SHEATHING COD COD I COD a. 2" RlelP INSULA NITH NAILBOARD 4 -4 PRECAST CORE NALL RE: MANUFACTURER 4. 4 4 4 &ECTIC)N 3 3/4" 1'-0" 1 142" METAL ROOF DECK RE: PLAN N PUDDLE k4EI TO BENT PL AT 5" NORK POIN ROOF SHEA No. D STEEL ROOF BEAM Z Lli 01/01/04 P NITH L4X4X3ll& PLYWOOD ROOF SHEATHING_ m 01 Z CLIP ANOLE Cs v 2" RlelD INSULATION STEEL BEAM RE. PLAN j u Z T_ co 11/05/04 R NITH TS 5X5X51I6 NITH NAILBOARD GYPSUM ROOF SHEATHING Z BEVELED SHIM POST AND 01/14/05 2 5A8" GYPSUM 1 1/2" METAL 5/8" STEEL TOP PLATE U 0 CO SHEATHING ROOF DECK 4" Rl&lr-> 1W 04/05/05 Z j TRACK NITH NAILBC FULL L4 1/2 X4 1/2 X114 0 l as 2 PEN STUD NALL c co to m q0 u -0 1 BENT STEEL PLATE fI_ 'A kL (Typ., v (CONTINUOUS) z 1 z Is < RE: MANUFA M-10 GA �d "i uj uj uJ uj Lm SELF TAPPING � � 00 0 0 ' .0 (XXXI-XXII) 0°d© ANGLE AT BEAM V _ (p 0 1 :tt _i :3 't 1_4X4XI14X8" 1 1/2 EACH SIDE EACH BEAM N MANUFACTURER NORK PC IN ROOF 5=c�,T ION lCO- > �N 3/4" = 1'-0" —STEEL ROOF BEAM ROOF SHEATHING 1 1/2" METAL a V41TH L4X4X5/I6 ui .-a '0 0 ROOF DECK i CLIP ANGLE w STEEL BEAM RE: PLAN w �4 Z NITH T5 3X5X3/I6 ROLLED TUBE STEEL BEVELED SHIM POST AND BEAM RE. PLAN > i 318" STEEL TOP PLATE V� I � � 0 OA. DEEP TRACK H55 3X5XII4 STUB i i EXISTING METAL COLUMN V41TH 5/8" FASCIA STUD HALL RE- SCHEDULE STEEL TOP AND BASF RE. ARCH PLATES AND (4)- 1/2"4P ATTACH NITH BOLTS (3)-I0 &A 4" Rk SELF TAPPING WITH SCREWS AT 2'-0" \—STEEL ROOF BEAM 1_4X4XI14X8" RE: PLAN OUTTFR, RE; EACH SIDE EACH BEAM MANUFACTURER MG EAVES BEAM (SHALL BE CAPABLE RE: PLAN OF SPANNING &'-O") �'� IAN 1 3/4 1 PLYNOOD ROOF SHEATHING GYPSUM ROOF SHEATHINO 1 1/2" METAL I ROOF DECK RE: GENERAL NOTES FOR DECKING 5/8 &YP5um_ SHEATHING COD COD I COD a. 2" RlelP INSULA NITH NAILBOARD 4 -4 PRECAST CORE NALL RE: MANUFACTURER 4. 4 4 4 &ECTIC)N 3 3/4" 1'-0" 1 142" METAL ROOF DECK RE: PLAN N PUDDLE k4EI TO BENT PL AT 5" NORK POIN ROOF SHEA HINO RE- PLAN 12 GYPSUM / 1/8" STEEL PLATE DECK SUPPORT, CONTINUOUS 2" RIGID IN5ULATI RIGID INSULATION WITH NAILBOARD NITH NAIL -50ARD 5/e>ll 0YP5uM SHEATHING 1 1/2" METAL SHEAT HING IMI 12 ROOF DECK RE: ROOF PLAN SHEATHING .k(xxx.-XX AN ROOF BEAM RE: PLAN 3/4" = 1'-0" : 3/4" = I ' -O" 5/4" = 1'-0" 4" R101P IN5ULATI NITH NAILBOARD 12 1 irir4vrlm o FLYNOOD ROOF !BHEATHINC-7 OYPSUM ROOF SHEATH INO t/'%THINO (XXX'-XX") 1 / " M ROOF DECK (xXxI-XX') NORK POIN J,(Xxx,-Xx..) 1/4" BENT STEEL PLATE STEEL DORMER 3/16 I BEAM SEAT ROOF BEAM 12 STEEL BEAM RE: PLAN RE: PLAN NITH RE.- ARCH 1/4" BENT STEEL - - - � tz PLATE BEAM SEAT - 7 1 1 1 : I I FASCIA RE: ARCH i i DEEP STUD TRACK ATTACH NITH M-10 &A SELF TAPPING I y —EXTERIOR METAL STUD STEEL SHOULDER SCREWS EACH BEAM RE: PLAN ANOLE AT BEAM NALL NITH SHEATHING 1 0 NORK POINT T FULL PEN. e_ STEEL PLATE STEEL ROOF PURLIN RE: PLAN STEEL BEAM RE: PLAN SECT ION 1 3/4" RE: GENERAL NOTES 1/22" METAL 0 INP SLEEVE FOR MAN CABLE N ROO DECK RO OF OF Tm, - _ F SH ATHIN& TS 5X5XI14 STEEL POST NITH 1/4" CAP, 10'-0" MAX. SPACING NORK POINT i 5/8" GYPSUM Z__ ------- ------ HEATHI C-7 (Xxx 5116" BENT STEEL fF_ CONTINUOUS TO ROOF EDGE ®I T 1 11:2" METAL 2" RIOID INSULATION ROOF DECK 12 WITH NAILBOARD RE: PLAN ROOF 5/8> GYPSUM a a SHEATHING SHEATHINO 0: :0 &ECTION I Of 10 5/4" - 1 1 -0 1, 2" R101P INSULATION WITH NAILBOARD STEEL PLATE CONNECTOR EACH 51DE OF BEAM /-S ROOF HEATHINC5, 2" RIGID INSULATI NITH NAILBOARD TYPICAL MAN CABLE STEEL BEAM RE: PLAN SUPPORT POST SPACING: _5ECTION 2__ 3/4" IAN 3/4" = 1'-0" 5ECTION 11 5/4" = [' _O.. 3 /4" = 1'-0" PUDDLE HELD DECK AT 4" TS 3X&XI14 CONTINUOUS ROOF SHEATHINO lla"X&" NIDE DRAG- STRUTS RE: PLAN; HELD TO TUBE -1 112" METAL ROOF DECK EMBED FP_ TYPE X AT 2'-0" GYPSUM OLTHINO BENT PLATE 4TINUOUS) C5 L6X6X3/I5 CONTINUOUS ('SLOPING) WITH 5/4"4P X 0" EXPANSION ANCHORS AT 2'-0" PRECAST CORE NALL RE: MANUFACTURER U 0 No. D STEEL ROOF BEAM Z Lli 01/01/04 P NITH L4X4X3ll& m 01 Z CLIP ANOLE Cs v 0 STEEL BEAM RE. PLAN j u Z T_ co 11/05/04 R NITH TS 5X5X51I6 H 1 12/13/04 R Z BEVELED SHIM POST AND 01/14/05 2 z 5/8" STEEL TOP PLATE U 0 CO 3!16 la &A. DEEP 4" Rl&lr-> 1W 04/05/05 Z j TRACK NITH NAILBC SET EXTERIOR METAL 0 l as 2 STUD NALL c co to m q0 u -0 1 FASCIA fI_ RE. SCHEDULE RE: ARCH PRECAST Ci ATTACH NITH z Is < RE: MANUFA M-10 GA �d "i uj uj uJ uj Lm SELF TAPPING O 5CREl"15 EACH 0°d© ANGLE AT BEAM V _ (p 0 1 :tt _i :3 't 1_4X4XI14X8" (5 RE: EACH SIDE EACH BEAM N MANUFACTURER 0 m i (SHALL BE CAPABLE OF SPANNING 6'-0') 5=c�,T ION lCO- > �N 3/4" = 1'-0" ROOF SHEATHING 0 co BENT STEEL BEAM ui .-a '0 0 HINO RE- PLAN 12 GYPSUM / 1/8" STEEL PLATE DECK SUPPORT, CONTINUOUS 2" RIGID IN5ULATI RIGID INSULATION WITH NAILBOARD NITH NAIL -50ARD 5/e>ll 0YP5uM SHEATHING 1 1/2" METAL SHEAT HING IMI 12 ROOF DECK RE: ROOF PLAN SHEATHING .k(xxx.-XX AN ROOF BEAM RE: PLAN 3/4" = 1'-0" : 3/4" = I ' -O" 5/4" = 1'-0" 4" R101P IN5ULATI NITH NAILBOARD 12 1 irir4vrlm o FLYNOOD ROOF !BHEATHINC-7 OYPSUM ROOF SHEATH INO t/'%THINO (XXX'-XX") 1 / " M ROOF DECK (xXxI-XX') NORK POIN J,(Xxx,-Xx..) 1/4" BENT STEEL PLATE STEEL DORMER 3/16 I BEAM SEAT ROOF BEAM 12 STEEL BEAM RE: PLAN RE: PLAN NITH RE.- ARCH 1/4" BENT STEEL - - - � tz PLATE BEAM SEAT - 7 1 1 1 : I I FASCIA RE: ARCH i i DEEP STUD TRACK ATTACH NITH M-10 &A SELF TAPPING I y —EXTERIOR METAL STUD STEEL SHOULDER SCREWS EACH BEAM RE: PLAN ANOLE AT BEAM NALL NITH SHEATHING 1 0 NORK POINT T FULL PEN. e_ STEEL PLATE STEEL ROOF PURLIN RE: PLAN STEEL BEAM RE: PLAN SECT ION 1 3/4" RE: GENERAL NOTES 1/22" METAL 0 INP SLEEVE FOR MAN CABLE N ROO DECK RO OF OF Tm, - _ F SH ATHIN& TS 5X5XI14 STEEL POST NITH 1/4" CAP, 10'-0" MAX. SPACING NORK POINT i 5/8" GYPSUM Z__ ------- ------ HEATHI C-7 (Xxx 5116" BENT STEEL fF_ CONTINUOUS TO ROOF EDGE ®I T 1 11:2" METAL 2" RIOID INSULATION ROOF DECK 12 WITH NAILBOARD RE: PLAN ROOF 5/8> GYPSUM a a SHEATHING SHEATHINO 0: :0 &ECTION I Of 10 5/4" - 1 1 -0 1, 2" R101P INSULATION WITH NAILBOARD STEEL PLATE CONNECTOR EACH 51DE OF BEAM /-S ROOF HEATHINC5, 2" RIGID INSULATI NITH NAILBOARD TYPICAL MAN CABLE STEEL BEAM RE: PLAN SUPPORT POST SPACING: _5ECTION 2__ 3/4" IAN 3/4" = 1'-0" 5ECTION 11 5/4" = [' _O.. 3 /4" = 1'-0" PUDDLE HELD DECK AT 4" TS 3X&XI14 CONTINUOUS ROOF SHEATHINO lla"X&" NIDE DRAG- STRUTS RE: PLAN; HELD TO TUBE -1 112" METAL ROOF DECK EMBED FP_ TYPE X AT 2'-0" GYPSUM OLTHINO BENT PLATE 4TINUOUS) C5 L6X6X3/I5 CONTINUOUS ('SLOPING) WITH 5/4"4P X 0" EXPANSION ANCHORS AT 2'-0" PRECAST CORE NALL RE: MANUFACTURER U 0 No. D DATE C Z Lli 01/01/04 P PR06RE515 SET m 01 Z E 0 Cs v 0 10/12/04 P j u Z T_ co 11/05/04 R i H 1 12/13/04 R Z 8 - 01/14/05 2 z 02/11/05 3 U 0 CO 05/16105 4 4 AS[ 4 L 0 04/05/05 Z u.J SET 0 l as 2 0°d© V _ (p 0 1 :tt _i :3 't N 0 m i U > �N L5 0 co ui .-a '0 0 w w �4 Z > V� I � � F co%- < > 155UEO FOR: No. D DATE C COMMENT 01/01/04 P PR06RE515 SET 08/02/04 2 25% 00 SET E 0 • 159JE 'E' F 1 10/12/04 P 0 67 1 11/05/04 R RECORD PERMIT SET H 1 12/13/04 R • 1 0 01/14/05 2 < > 155UEO FOR: No. D DATE C COMMENT 01/01/04 P PR06RE515 SET 08/02/04 2 25% 00 SET E 0 0q/01/04 1 159JE 'E' F 1 10/12/04 P PROC-7RESS SET 67 1 11/05/04 R RECORD PERMIT SET H 1 12/13/04 R RECORD PERMIT SET 1 0 01/14/05 2 2 STEEL PACKAGE 02/11/05 3 3 A51 #4 05/16105 4 4 AS[ 4 L 0 04/05/05 Z Z!5\REVISED PERMIT SET KEY PLAN �ECTION .4 2" RIGID INSULATION GYPSUM ROOF AND NAILBOARD DORMER EAVE5 STEEL SHEATHING BEAM RE: PLAN NOTE. DORMER ROO 1 1/2" METAL 12 EXTERIOR METAL FRAMING OMIT STUD WALL WITH PECK I GYP. SHEATHING F_ L4 1/2 X4 1/2 XI /4 3/[6 EXTERIOR METAL STUD BENT STEEL PLATE (XXX'-Xx,,) PqALL WITH GYPSUM F(CONTINUOUS) — WORK POINT 4" TYP. 40 PIPES (5)-1 1/2" <5/e� STEEL P05T E i E OVERFRAMINO AT SNOW GUARD PIPES 1 1/2" METAL 3/5" " X 4'X 12" STEEL PECK PLATE ----------------------- L METAL ROOF DECK STEEL BEAM RE: PLAN 1/4" 1 1/2" X _ STEEL PLATE EACH SLOPING STEEL ROOF - RE: ARCH OF BEAM BEAM RE: PLAN - 777777777- 7 BOTTOM OF BEAM L4X4X114 X 8" SIDE EACH BEAM &ECTION 2V2,� 6EC-MON 15 3/4" = 11-01, ROOFIN6 RE: SECTION 1 1/2" METAL ROOF RE= ARCH PECK HS5 4X4X114 FASCIA _ kq1TH L 4X4X114 VARIES TO MATCH CRIC RE - PLAN KET IFE: ARC.H.I_ �\ N 1 ROOF BEAM 9 LINE OF RAFTERS I k)4 R16,10 INSULATION WITH NAILBOARD PLYWOOD ROOF- STEEL BEARING 112" X - 7" X 1 SHEATHING PLATE OYP51,11-1 ROOF— SHEATHING &ECTION 1 1/2" METAL 5/4" = 1. _ ROOF DECK L4 1/2X4 1/2XI/4 RIGID INSULATION BENT STEEL PLATE AND MAIL BOARD (CONTINUOUS) F 1 1/2" METAL ROOF PECK -4 1/2" CONCRETE SLAB ON 2" METAL DECK- ] 1/4" BENT STEEL EDGE ANGLE HITH 4" LEGS 44 STEEL ROOF BEAM RE. PLAN STEEL BEAM ROOFING RE: RE: PLAN 1,41TH SECTION 1/56.2 H.A.S. 1 112" 1 1/2" METAL ROOF .DECK 1 BENT STEEL 1/4" BENT STEEL PECK SUPPORT EPOE ANGLE WITH PLATE WITH 6" 4" LFC-75 LEGS ROOF —H55 5X&XI14 RE. SECTION 1/56.2 HANOER KITH 3/4" 1 1/2" METAL STEEL TOP PLATE ROOF DECK AND (4)- - TAe>"d> 12 - 71 _ BOLTS 11/05/04 1 FASCIA 12/13/04 RE: ARCH kqOR< POINT 5TEELGHANNEL H55 4X4X518 RE.- PLAN RE: PLAN STEEL O COLUMN RE: PLAN &ECTIN 11 5/4" = 1'-0" POND — NOTE_- OUTTER LOCATIONS RE: ARCHITECTURAL ROOF PLANS RIGID INSULATION WITH NAIL BOARD 1/4" BENT STEEL EDGE RE: ARCH. ANGLE 1/41TH ro" LEGS 1/4" STEEL TOP PLATE 12 Y 0 oypsum 0� ROOF 5HEATHINO < to A/ I 1/2" METAL ROOF DECK WO POINT H55 6X&X114 L4 112 X4 112 X114 BENT STEEL PLATE 31 1 6 " (CONTINUOUS) LINE OF RAFTERS BEYOND H55 &X&XI14 1/4" ANGLE CLIP H55 COLUMN RE: PLAN An 12 WORK POINT - WORK POINT WORK POINT 516" STIFFENER EACH SIDE 1 /4" STEEL BEAM SADDLE STEEL BEAM RE. PLAN STEEL HIP BEAM RE. PLAN METAL STUD — WALL BEYOND RIGID INSULATION AND NAIL GYPSUM ROOF SHEATHING RE : SHEATHING U 0 1 1/2" METAL 12 2 Z ce Lu ROOF DECK 1 1 { z - a L4 112 X4 1/2 X114 3/1 BENT STEEL PLATE (CONTINUOUS) UJ U co z RE- PLAN (SLOPING) < j Ln 1 0- (y - 0 - (XXXI-XXII) uj 0 U- WORK POINT CL c u 0 H55 4X4X31,e> STEEL STUB COLUMN 3 /S" X 4' X 12" STEEL < WITH 1/2'" STEEL BASE 5/16 PLATE U -2 AND TOP PLATE co 13 " < 5116 STEEL 5FAt-1 RE: PLAN z co z RE: ARCH ale�** X 5 X II-(0 < < cm L 0L_ STEEL PLATE EACH L4X4XI/4 X 8" SIDE OF BEAM w w ad :E SIDE EACH BEAM 4 1/2" CONCRETE cv) CO co SLAB ON 2" METAL (D A PECK WITH W.W.F. - 0 0 ck SECTION I 7B F; CL - ----------------- 1/4" BENT STEEL EDGE ANGLE —!STEEL BEAM BEYOND RE: PLAN WITH H.A.S. 112" STIFFENER 1-0 EACH SIDE OF BEAM '5ECTION 5 5/4" 1/4" BENT5TEE EDGE ANGLE P41TH 4" LEGS ROOF RE: SECTION 1156.2 FASCIA RE: ARCH TO ANGLE- WITH SELF TAPPING SCRE"5 AT 7-0" 1/4" BENT STEEL ANGLE CONTINUOUS 1/2" METAL ROOF DEcr, 71 1 STEEL ROOF BEAM STEEL ROOF RE: PLAN (SLOPING) 1/4" BENT STEEL DATE EPOE ANGLE WITH 1/4" BENT STEEL 4" LFC-75 t ROOF 08/02/04 RE. SECTION 1/56.2 1 1/2" METAL ISS E 'E' ROOF DECK 10 /12/04 10/12/04 12 - 71 _ 516" STIFFENER EACH SIDE 1 /4" STEEL BEAM SADDLE STEEL BEAM RE. PLAN STEEL HIP BEAM RE. PLAN METAL STUD — WALL BEYOND RIGID INSULATION AND NAIL GYPSUM ROOF SHEATHING RE : SHEATHING U 0 1 1/2" METAL 12 2 Z ce Lu ROOF DECK 1 1 { z - a L4 112 X4 1/2 X114 3/1 BENT STEEL PLATE (CONTINUOUS) UJ U co z RE- PLAN (SLOPING) < j Ln 1 0- (y - 0 - (XXXI-XXII) uj 0 U- WORK POINT CL c u 0 H55 4X4X31,e> STEEL STUB COLUMN 3 /S" X 4' X 12" STEEL < WITH 1/2'" STEEL BASE 5/16 PLATE U -2 AND TOP PLATE co 13 " < 5116 STEEL 5FAt-1 RE: PLAN z co z RE: ARCH ale�** X 5 X II-(0 < < cm L 0L_ STEEL PLATE EACH L4X4XI/4 X 8" SIDE OF BEAM w w ad :E SIDE EACH BEAM 4 1/2" CONCRETE cv) CO co SLAB ON 2" METAL (D A PECK WITH W.W.F. - 0 0 ck SECTION I 7B F; CL - ----------------- 1/4" BENT STEEL EDGE ANGLE —!STEEL BEAM BEYOND RE: PLAN WITH H.A.S. 112" STIFFENER 1-0 EACH SIDE OF BEAM '5ECTION 5 5/4" 1/4" BENT5TEE EDGE ANGLE P41TH 4" LEGS ROOF RE: SECTION 1156.2 FASCIA RE: ARCH TO ANGLE- WITH SELF TAPPING SCRE"5 AT 7-0" 1/4" BENT STEEL ANGLE CONTINUOUS 1/2" METAL ROOF DEcr, 71 1 STEEL ROOF BEAM STEEL ROOF RE: PLAN (SLOPING) H55 6Xe7X5/16 DATE BEAM RE. PLAN 1/4" BENT STEEL AT '5 t D 08/02/04 25% GO SET PEEP TRACK ISS E 'E' ---------- 10 /12/04 10/12/04 EXTERIOR METAL 67 11/05/04 1 RAKE WALL WITH 12/13/04 RECORD PERMIT SET 1 67'i"PeUt-1 5HEATHIN6 H55 4X4X518 DECK WITH N.H.F. RE: PLAN STEEL STUB COLUMN 05/1(0/052!N A51 #7 BOTTOM OF BEAM WITH 1/2" STEEL BASF /,\REVISED PERMIT AND TOP PLATE -MC,12X10.b SHEATHING STEEL CHANNEL SECTION 2 FASCIA 3/4" = 1'-0" 3/4" 1'-0" - (2)-1/4 BENT 'FA-45CIA I STEEL RIDGE ROOF DECK (XXX'-XX")!5TEEL PLATES REAR BEAM RE- PLAN WORK PORMNTINUOUS ATTACH "ITH L4X4XI/4 Xe�" L4 1/2 X4 112 XI/4 rrr A 10 &A. EACH SIDE BENT STEEL PLATE ------ 5ELF-TAPPING EACH BEAM STEEL ROOF— wmmaw�l ROLLED TUBE STEEL BEAM STONE VENEER RE. ARCH H55 4X4XI14- STUB COLUMN ROOF EAVES BEYOND STEEL BEAM- BEYOND 12 r (CONTINUOUS) ' f �.' SCREWS AT T + (0 2 -0" 4 GUTTER, RE: 4 518" BENT STEEL PLATE MANUFACTURER BEAM SEAT (!SHALL BE CAPABLE OF 5PANNINO 6'-0") 1 /2" STEEL EMBED MC EAVES BEAM FASCIA RE. PLATE RE- PLAN 5A5" X 4'X 12" STEEL ARCH PLATE H55 CANTILEVER BEAM &ECTION 12 RE: PLAN 5/4" 11-01. -3/1 ro PRECAST STEEL BEAM RE PLAN CONCRETE 5/16 x 5" x 1-6 FOUNDATION NOTE: GUTTER STEEL PLATE EACH WALL LOCATIONS RE: ARCH (2 - 1/2-) SIDE OF BEAM RE- ARCHITECTURAL 100 BOTTOM OF BEAM &ECTION M STEEL RAFTER BEAM ROOF PLANS L4X4XI14 X.51. \ 5/4" = 1'-0" RE: PLAN SIDE EACH BEAM 11 1/4" BENT STEEL EDGE RIC-10 INSULATION - SECTION l ft i ANGLE WITH 8" LE(35 WITH NAILBOARD 7 1/4" BENT STEEL EDGE I ANGLE V41TH 6" LE05 5/4" = 11-0.1 RE: PL NT AN I NOR<PO PLYk4D WORK POINT SHEATHINO OO ROOF H55 e>XI&X_ 1/4" BENT STEEL EDGE RINO BEAM OYP5UM ROOF ANGLE WITH 4" LE05 5HEATHINO 1/4 i 1 1/2" METAL STEEL ROOF ROOF PECK BEAM RE: PLAN X L4 112X4 112X114 ROOFING RE: SENT STEEL PLATE SECTION I/S6.2 RIOIP INSULATION (CONTINUOUS) I NAILBOARD MC, FAVER BEAM RE: PLAN BEAM- CONTINUOUS FA501A RE: ARCH. ATTACH WITH (5)-10 GA. SELF TAPPING S6RFVq5 EACH ANGLE AT BEAM 'b"ECTION 0 3/4" WORK POINT a I OYp5UM ROOF -H5S I&X&X318 Qj SHEATHING CR RINO 1 FULL ESSION PEN NELD5 12 , I I 1 1/2" METAL AT CORNERS 1 1/2" METAL ROOF DECK 0 CD M O " r Z FASCIA RE: ARCH S TEEL C-HANNEI RE: PL AN STEEL COLUMN RE: PLAN RRIGID INSULATION WITH NAIL E30ARD < WORK POINT ROOF PECK 12 16[ STEE BEAM R P METAL STUD INFILL WALL CONCRETE TOPPING E SLAB WATERPROOFING MEMBRANE AND PROTFGTION BOARD _7 HS5 HIP BEAM f f 2'-4 1/2" RE: PLAN 1 00 -FASCIA 4 L RE: ARCH 1/2" BENT 44 ATTACH WITH - (3)-10 &A. STE FL E SELF-TAPPINO ANGLE t" (2)- 1/4" SCREWS AT w BENT 2'-0" 4 1/2" CONCRETE STEEL SLAB ON 2" METAL PLATES - ----- 2 1, 2 1� CUTTER; RE: MANUFACTURER CONTINUOUS .2" (SHALL BE CAPABLE 3/4" OF SPANNING &' -O") (XXXI-Xx)� Mr- EAVES BEAM RE: PLAN 4" L4X4X1/4 X 5" -7 EACH 51 DE EACH BEAM �.� � � I � "1 3/4" = 1'-0" FASCIA RE: ARCH ATTACH WITH SELF TAPPING ROOF RE: SECTION NOTE: SNOW CL)ARp ROOF SHEATHING SCRFW5 TO ANGLE 1/56.2 WITH OVERFRAME LOCATIONS RE: ARCH. RE: ARCH. I t WORK POINT EXTERIOR METAL k ROOF PL AN. MAX. GYPSUM ROOF L&X6XI14 CONTINUOUS- f STUD "ALL 1 1/2" METAL ROOF BRACKET 5PA<�,INO SHEATHING I I DECK 51-011 12 WORK POINT 12 1 1/2" METAL ROOF r�<265'-2'5 t D E CK 5ECTICIN <25a-4 -3/,, 45TFEL DIAMOND MESH 12 3/4" = 1'-0" SCREEN (OALVANIZFD),�� eypsum ATTACH TO PIPES ROOF SHEATHING < - 7 Ifi _ 33!8" STIFFENER 51V' STEEL BRACKET s. AT 6'-0" WITH 3c RIGID INSULATION WITH NAIL50ARD STEEL BEAM RE: PLAN WITH A2 3/4 d> H.A.S. GYPSUM SHEATHING NOTE- GUTTER LOCATIONS 1 1/2" METAL RtelD INSULATION RE; ARCHITECTURAL DECK WITH NAILBOARD ROOF PLANS RE: ARCH. e i � 1 i i i � i 1/4" BENT STEEL EPOE ANGLE WITH 4" VERTICAL LEO ROOF RE: SECTION 1/6.2 1 1/2" METAL ROOF DECK STEEL ROOF BEAM RE: PLAN (5LOPINO) 1/4" BENT STEEL EDGE ANGLE PLYWOOD ROOF - - SHEATHING GYPSUM ROOF f f 1/4" BENT STEEL SHEATHING DECK EDC-.-E SUPPORT 5ECTION 3 ANGLE WITH 4" I_EG5 3/4" 11-01, ROOF DE 1 1/2" METAL— DE C 4 1 X4 BENT STEEL PLATE (CONTINUOUS) 6 1, _00_< X�7_x_ X" H55 14X&X511e� WORK POINT ROLLED WITH RADIUS i EXTERIOR METAL SHOWN ON PLAN I EXTERIOR METAL STUD WALL 5TUP WALL WITH RE: SCHEDULE GYPSUM SHEATHINO WORK POINT H55 2X2XI14 5TUF-3 • • 155UED FOR. No. DATE GOMMENT 1/4" BENT STEEL 0 t D 08/02/04 25% GO SET Oq/01/04 ISS E 'E' F 10 /12/04 10/12/04 PRO GRESS PROC 67 11/05/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 STEEL BEAM Z2 TEFL PA0KA0E DECK WITH N.H.F. RE: PLAN RE.. ARCH 4'-4 - 1/16") 05/1(0/052!N A51 #7 BOTTOM OF BEAM 04/05/05 /,\REVISED PERMIT SET GYPSUM ROOF SHEATHING BEAM RE: PLAN SECTION 21 FASCIA 3/4" = 1'-0" IO INSULATION 2" RID GYPSUM ROOF SHEATHING AND NAILBOARP 12 1/4 1 1/2" METAL 3 F " - STONE VENEER RE. ARCH H55 4X4XI14- STUB COLUMN ROOF EAVES BEYOND STEEL BEAM- BEYOND 12 r (CONTINUOUS) ' f �.' SCREWS AT T + (0 2 -0" 4 GUTTER, RE: 4 518" BENT STEEL PLATE MANUFACTURER BEAM SEAT (!SHALL BE CAPABLE OF 5PANNINO 6'-0") 1 /2" STEEL EMBED MC EAVES BEAM FASCIA RE. PLATE RE- PLAN 5A5" X 4'X 12" STEEL ARCH PLATE H55 CANTILEVER BEAM &ECTION 12 RE: PLAN 5/4" 11-01. -3/1 ro PRECAST STEEL BEAM RE PLAN CONCRETE 5/16 x 5" x 1-6 FOUNDATION NOTE: GUTTER STEEL PLATE EACH WALL LOCATIONS RE: ARCH (2 - 1/2-) SIDE OF BEAM RE- ARCHITECTURAL 100 BOTTOM OF BEAM &ECTION M STEEL RAFTER BEAM ROOF PLANS L4X4XI14 X.51. \ 5/4" = 1'-0" RE: PLAN SIDE EACH BEAM 11 1/4" BENT STEEL EDGE RIC-10 INSULATION - SECTION l ft i ANGLE WITH 8" LE(35 WITH NAILBOARD 7 1/4" BENT STEEL EDGE I ANGLE V41TH 6" LE05 5/4" = 11-0.1 RE: PL NT AN I NOR<PO PLYk4D WORK POINT SHEATHINO OO ROOF H55 e>XI&X_ 1/4" BENT STEEL EDGE RINO BEAM OYP5UM ROOF ANGLE WITH 4" LE05 5HEATHINO 1/4 i 1 1/2" METAL STEEL ROOF ROOF PECK BEAM RE: PLAN X L4 112X4 112X114 ROOFING RE: SENT STEEL PLATE SECTION I/S6.2 RIOIP INSULATION (CONTINUOUS) I NAILBOARD MC, FAVER BEAM RE: PLAN BEAM- CONTINUOUS FA501A RE: ARCH. ATTACH WITH (5)-10 GA. SELF TAPPING S6RFVq5 EACH ANGLE AT BEAM 'b"ECTION 0 3/4" WORK POINT a I OYp5UM ROOF -H5S I&X&X318 Qj SHEATHING CR RINO 1 FULL ESSION PEN NELD5 12 , I I 1 1/2" METAL AT CORNERS 1 1/2" METAL ROOF DECK 0 CD M O " r Z FASCIA RE: ARCH S TEEL C-HANNEI RE: PL AN STEEL COLUMN RE: PLAN RRIGID INSULATION WITH NAIL E30ARD < WORK POINT ROOF PECK 12 16[ STEE BEAM R P METAL STUD INFILL WALL CONCRETE TOPPING E SLAB WATERPROOFING MEMBRANE AND PROTFGTION BOARD _7 HS5 HIP BEAM f f 2'-4 1/2" RE: PLAN 1 00 -FASCIA 4 L RE: ARCH 1/2" BENT 44 ATTACH WITH - (3)-10 &A. STE FL E SELF-TAPPINO ANGLE t" (2)- 1/4" SCREWS AT w BENT 2'-0" 4 1/2" CONCRETE STEEL SLAB ON 2" METAL PLATES - ----- 2 1, 2 1� CUTTER; RE: MANUFACTURER CONTINUOUS .2" (SHALL BE CAPABLE 3/4" OF SPANNING &' -O") (XXXI-Xx)� Mr- EAVES BEAM RE: PLAN 4" L4X4X1/4 X 5" -7 EACH 51 DE EACH BEAM �.� � � I � "1 3/4" = 1'-0" FASCIA RE: ARCH ATTACH WITH SELF TAPPING ROOF RE: SECTION NOTE: SNOW CL)ARp ROOF SHEATHING SCRFW5 TO ANGLE 1/56.2 WITH OVERFRAME LOCATIONS RE: ARCH. RE: ARCH. I t WORK POINT EXTERIOR METAL k ROOF PL AN. MAX. GYPSUM ROOF L&X6XI14 CONTINUOUS- f STUD "ALL 1 1/2" METAL ROOF BRACKET 5PA<�,INO SHEATHING I I DECK 51-011 12 WORK POINT 12 1 1/2" METAL ROOF r�<265'-2'5 t D E CK 5ECTICIN <25a-4 -3/,, 45TFEL DIAMOND MESH 12 3/4" = 1'-0" SCREEN (OALVANIZFD),�� eypsum ATTACH TO PIPES ROOF SHEATHING < - 7 Ifi _ 33!8" STIFFENER 51V' STEEL BRACKET s. AT 6'-0" WITH 3c RIGID INSULATION WITH NAIL50ARD STEEL BEAM RE: PLAN WITH A2 3/4 d> H.A.S. GYPSUM SHEATHING NOTE- GUTTER LOCATIONS 1 1/2" METAL RtelD INSULATION RE; ARCHITECTURAL DECK WITH NAILBOARD ROOF PLANS RE: ARCH. e i � 1 i i i � i 1/4" BENT STEEL EPOE ANGLE WITH 4" VERTICAL LEO ROOF RE: SECTION 1/6.2 1 1/2" METAL ROOF DECK STEEL ROOF BEAM RE: PLAN (5LOPINO) 1/4" BENT STEEL EDGE ANGLE PLYWOOD ROOF - - SHEATHING GYPSUM ROOF f f 1/4" BENT STEEL SHEATHING DECK EDC-.-E SUPPORT 5ECTION 3 ANGLE WITH 4" I_EG5 3/4" 11-01, ROOF DE 1 1/2" METAL— DE C 4 1 X4 BENT STEEL PLATE (CONTINUOUS) 6 1, _00_< X�7_x_ X" H55 14X&X511e� WORK POINT ROLLED WITH RADIUS i EXTERIOR METAL SHOWN ON PLAN I EXTERIOR METAL STUD WALL 5TUP WALL WITH RE: SCHEDULE GYPSUM SHEATHINO WORK POINT H55 2X2XI14 5TUF-3 • • 155UED FOR. No. DATE GOMMENT 1/4" BENT STEEL 0 PR00RE5S SET D 08/02/04 25% GO SET Oq/01/04 ISS E 'E' F 10 /12/04 10/12/04 PRO GRESS PROC 67 11/05/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 01/14/05 Z2 TEFL PA0KA0E DECK WITH N.H.F. - 02/ti/05 - 05/1(0/052!N A51 #7 04/05/05 /,\REVISED PERMIT SET TS(0X4XI/4 STUB - 7 I i COLUMN WITH 318 STEEL TOP PLATE, 4 1/2" CONCRETE 1/4" BENT STEEL COLUMN WITH 1/2" 12 WEL TO FL OOR SLAB ON 2" METAL f f EDGE ANGLE 5TEFL BASF PLATE Isi BEAM DECK WITH N.H.F. STEEL EAVES BEAM RE: PLAN FASCIA RE: ARCH ATTACH WITH (3)-10 &A. SELF TAPPING KEY PLAN 5CREksI5 AT STEEL BEAM 7-0" RE: PLAN AITH LeAr 5/4" (V H.A.S. OUTTER, RE: - 1 #1 MANUFACTURER " i i 1/4" BENT STEEL EPOF EACH SIDE 1/2" METAL -7 Wa ll X 1 1 -0 1, X 35 " ROOF SHEATHING RIGID INSULATION ROOF DECK <23'-1 1/215 BASE PLATE T5 3X3X1/4 GYPSUM SHEATHING STUB COLUMN 5/16 X 5" AT 6" X (5)-1 1/2" SCHEDULE 40 1 112" METAL PECK F=kF=t C-TF-F=1 PI ArF= 1/2 11 X e �' X I' - O" _L4 1/2 X4 1/2 X114 PI PE STEEL BASE PLATE 1/4" X 3" PIPE SEAT; STEEL ROOF BEAM TYPICAL 5 FLACE5 FASCIA RE: - ---------------------------- I WITH (2)-1/2" 0 X 4" RE PLAN ARCH; ATTACH EXPANSION ANCHORS WITH 5FLF TAPPINO (10" SPAGINO) t 1/4" BENT STEEL FPC-,F 50REW5 TO ANGLE ANGLE- NOTCH AT TUBE STEEL BEAM NON - SHRINK ROOF COLUMN (ROLLED) GROUT 4 1/2" CONCRETE 14 1 SLAB ON 2" METAL A I I -0 1, 0. PECK 1, W.W.F. . I . I' - - - 4 PRF(:TA!5T CORE STEEL FLOOR BEAM 4 HALL WITH H.A.S. RE: PLAN t-l(:, FAVER BEAM- CONTINUOUS STEEL ROOF BEAM W RE- PLAN FASCIA RE: ARCH. ATTACH WITH (W-10 &A. SELF TAPPING SCREWS EACH ANGLE AT BEAM * 3" eEC TION SECTION 23. 5/4" = 1'-0" I _L ROOF BEAM STE 1/4" BENT AND WITH 1_4X4X51160 ROLLED CONTINUOUS CLIP ANGLE ANGLE (KITH 4" VERTICAL LEO) 1/4" SENT STEEL PLATE (L=4*-O")- 3/16" X 5" AT 60" TT'f=lCAL 5NOW (SUARD SEGMENTED DETAIL LEO 6141TH ) 4" VERTICAL A EC TION 14 &ECTION IZ. 3/4" = 1'-0" 3/4" = 11-01, 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. X X x X x 1/4" BENT STEEL --STEEL BEAM EXTERIOR METAL EDGE ANGLE RE: PLAN WITH STUD ALL WITH H.A.S, GYPSUM SHEATHING I ., 1/2" STIFFENER EACH 51PF OF 4 1/2" CONCRETE--------\ BEAM SLAB ON 2" METAL DECK WITH N.H.F. &ECTION (SHALL BE CAPABLE _L4X4XI/4 X 5 OF SPANNINCE, 6'-0") EACH SIDE EACH BEAM DEEP TRACK- MC EAVES BEAM RE- PLAN - &ECTION 7 5/4" = 1 1 ANGLE WITH 4 VERTICAL LEO ROOF RE. SECTION SECTION I/6.2 I � I i � I - —1 1/2" METAL ROOF PECK STEEL ROOF BEAM RE. PLAN (SLOPING) E CTION FROJEC,T No. DATE 4 -5/4' 1 1- 0 1, 6400 7-1 5-04 DRAWN BY 6HE6KED BY Tim HS SHEET No, S6e2 OF 40 V) 0 0 a cD 0 0 a V) m !� v oo� � Z 5fRAC,E G;U5 WELED AND f=LAfiE SCNEDULE SEE DET,4ILS 2 BRACE SIZE ANA 1 = ATE eC�4E lJ EE �IF BEAM RE:STIFFENER SEE: DETAIL 12 5RACE SIZE — ERECTION BOLT 1/2" CONCRETE SLAB ON I V 2" METAL DECK NITH N.N.F. FOR AT 51MILAR DECK 5PAN5 STEEL COLUMN — A( M) Win) C( €n) Df €n) E(in) H55 2X2XI /4 1/4 €6 4 3/S 2 H55 3X2Xt/4 I/4 32 A(in) B(In) C( 1n) D(In) E(In) F(In) G(In) H(In) I(In) _10n) K(in) L(in) HSS 2X2Xi/4 i 1/4 ro 12 1/4 5 10 1/4 16 4 3/8 1/4 5 HSS 3X2XI 14 1/4 12 24 1/4 €2 24 1/4 32 5 5/8 1/4 12 H55 4X3X1/4 - - - - - - - - - - - - HSS 4X3X31"3 €/4 21 42 1/4 13 26 1/4 4a 12 5/& 1/4 13 HSS 5X3X1/4 - - - - - - - - - - - - H55 6X3XI14 - - - - - - - - - - - - HSS 5X3X3/8 5/16 24 4f5 5/16 16 32 5/16 52 13 5/8 5/€6 16 HSS 5X3X1/2 - - - - - - - - - - - - H55 6X3X3 /45 - - - - - - - - - - - H5S 7X3X3/8 - - - - - - - - - - - - HSS 6X3Xi /2 5/16 30 60 5/16 20 40 5/16 65 17 7/S 5/16 20 HSS &X3X318 - - - - - - - - - - - - HS5 7X3X1/2 5/16 32 64 5/16 23 46 5/16 80 20 7/8 5/16 23 HSS 8X3XI12 - - - - - - - - - - - - HSS €OX4Xi /2 7/16 30 60 '7/16 22 44 7/16 72 0 7195 7/16 22 H55 IOX4X518 CIA& 31 62 a /16 22 44 a116 76 1G t 1/4 q/16 22 1/4 FULL LENGTH 1/4 STEEL BRACE 51 OT BRACE FOR RE: PLAN TYP. PLATE r , ' r ",D " PLATE r r / Al r � r r � r � FULL LENGTH 1/4 0�✓ ERECTION BOLT "B" MINIMUM TOTAL WELD A NOTE: RE: BRACE SPLICE: HELD AND PLATE 50HEDUL ( "C" EACH SIDE, A THIS SHEET FOR HELD SIZE, LENOTH AND PLATE EACH FACE OF THICKNESS. 'SIMILAR 15 MIRROR IMAISE. HSS) TYP. ETAIL 1 3/4" = I' -O" 1R CE L I C E : WE ANA 1 = ATE eC�4E lJ EE �IF BEAM RE:STIFFENER SEE: DETAIL 12 5RACE SIZE — ERECTION BOLT 1/2" CONCRETE SLAB ON I V 2" METAL DECK NITH N.N.F. FOR AT 51MILAR DECK 5PAN5 STEEL COLUMN — A( M) Win) C( €n) Df €n) E(in) H55 2X2XI /4 1/4 €6 4 3/S 2 H55 3X2Xt/4 I/4 32 8 5/S 2 H55 4X3X1/4 - - - - - H55 4X3X3 /S 1/4 48 12 5/8 3 H55 5X3X1/4 - - - - - H55 6X3XI14 - - - - - H55 5X3X3 /& 5/16 52 13 5/& 4 HSS 5X3XI/2 - - - - - HSS 6X3X3/S - - - - - H55 7X3X3/8 - - - - - H55 6X3XI/2 5/16 68 1'7 7/8 4 H55 SX3X3 /S - - - - - H55 7X3XI/2 5/16 SO 20 7/9> 4 HSS SX3Xi 12 - - - - - HS5 IOX Xi /2 -1196. _ 72 1S 7/S 4 H55 IOX4X5 /8 G /16 '76 ICI 11/4 4 MINIMUM 1 TOTAL WE ( "3" EACH EACH FAC OF HS5) SLOT BRA STEEL PV STEEL BR, RE: PLAN 14" TOTAL /S" PLATE RECTION BOLT =TEFL COLUMN .E: PLAN 1ITH 1/2" BASE PLATE 4" TOTAL 1/2" CONCRETE SLAB ON METAL DECK N1TH hT SIMILAR DECK SPANS "ARALLEL TO BEAM) TYP. TFEL BEAM :E: PLAN STIFFENER EACH SIDE ON BEAM RE -.STIFFENER SCHEDULE DETAIL 3 ON 55.2 NP STE RE: 1 TC E E STE RE: 1/2' :)I It t t:Nt=K t =AGt tp1CJt �IF BEAM RE:STIFFENER CONNECTION TYP. I SCHEDULE DETAIL 3 ON 55.2 — ERECTION BOLT 1/2" CONCRETE SLAB ON I V 2" METAL DECK NITH N.N.F. FOR AT 51MILAR DECK 5PAN5 STEEL COLUMN — ;ARALLEL TO BEAM) REPLAN NITH STE L PL ATE NITH 1 /2" BASE "C" TOTAL PLATE "F° rOTAL� D SPANS PARALLEL TO EACH SIDE OF + + BASE PLATE / K STEEL BRACE ;ZE: PLAN SLOT BRACE FOR STEEL PLATE E-RECTION BOLT J " PLATE STEEL BEAM NITH VERTICAL STFFENERS RE :STIFFENER SCHEDULE DETAIL 3 ON 55.2 A15C SHEAR CONNECTION 'E: RE: BRACE C- iUSSET= WELD AND PLATE SCHEDUI 3 SHEET FOR WELD SIZE, LENGTH AND PLATE 'KNES5. SIMILAR 15 MIRROR IMAOE. DETAIL EACH 51DE OF BASE PLATE K L ] II I t 1HI, , STIFFENER EACH 51DE OF BEAM RE : ER STIFFEN SCHEDULE DETAIL 3 ON 55.2 t 1 fr ,f i I STEEL BEAM RE: PLAN 4 1/2" CONCRETE SA ON 2" METAL DECK NITH N.W. .F (AT SIMILAR DECK 5PAN5 a all A B PARALLEL TO BEAM) x A B "C" TOTAL TYP. 1/14P 7 r \ EACH 51 DE OF 4 K L, ` 5 1 • 1 i i ` `� STEEL BRACE BASE PLATE RF= PLAN TYP. "F" TOTAL T D E YP. i MINIMUM "H" TOTAL WELD ("I" EACH SIDE, G EACH FACE SLOT BRACE FOR OF HSS) TYP. i + 5TEEL PLATE TYP. Iit ERECTION BOLT TYP. STEEL COLUMN I d RE. PLAN NITH 1/2" TOP PLATE "J" PLATE TYP. NOTE: RE: BRACE GUSSET: WELD AND PLATE SCHEDULE TH15 SHEET FOR J-4ELD 51ZE, LENGTH AND PLATE THICKNES5. 51MILAR 15 MIRROR IMAGE. DETAIL 1 5/4" = I' -O" 3/4" IDEfi4IL 5 ERECTION BOLT MINIMUM 12" 14" 1/4 "7 I/4 TOTAL YIELD TOTAL 1/4 7 € /4 (✓" EACH SIDE EACH FACE OF HSS) 3" STEEL COLUMN RE: PLAN ED E TA I L 3/4" = 1' -0 " A15C SHEAR "J" PLATE CONNECTION TYP. I CONNECTION TYP. — ERECTION BOLT 4 I /2" CONCRETE i I V 4 1/2" CONCRETE SLAB FOR STEEL OOLUMN I ON 2 " METAL DECK KITH DECK NITH N.W.F. STE L PL ATE RE: PLAN NITH N.N.F. (AT SIMILAR DECK SPANS PARALLEL i SPANS PARALLEL TO .WITH 1/2" BASE + + BEAM) TYP. a � 1 ! I d I ! i i I t I O 1NP MINIMUM "H" TOTAL PLATE ! d !O i i d d 0 0 t NELD ("I" EACH SIDE to + + + I I O i 1 d G EACH FACE OF HSS) ! d � !!d t t did � "F" TOTAL D E RE: PLAN D E t t "F" TOTAL t + D E 1 \� STEEL BRACE i + If , / ; RE: PLAN EACH SIDE OF t d TOTAL NELD G i i BASE PLATE K L EACH FAGS 'G OF HS5) 4 1/2" CONCRETE SLAB ON 4 / ,'\ �` 2" METAL DECK WITH W.W.F. NP 1 ; . , (AT SIMILAR DECK SPANS PARALLEL TO BEAM) i x t I � _J L_ - -STEEL BEAM STEEL BEAM NITH i i REPLAN TYP. VERTICAL 5TFFENER5 + i RE.5T€FFENER SCHEDULE i i i A B "C" DOTAL DETAIL 3 ON 55.2 + + A B A15C SHEAR CONNECTION NOTE: RE: BRACE GUSSET: WELD AND PLATE SCHEDULE THIS SHEET FOR NELD GREATER OF DETAIL IIA OR DETAIL I ON 57.3 FOR ANY CONDITION. SIMILAR 15 MIRROR IMAGE AND OR NO BEAM CONNECTION OTHER '51DE. DETAIL 11 3/4" = I' -O" "J" PLATE ERECTION BOLT SLOT BRACE FOR STEEL COLUMN STEEL PLATE RE-PLAN WITH MINIMUM "H" TOTAL NITH i/2" BASE O NELD ( "I" EACH 51DE PLATE i i G EACH FACE OF H55) I i i TYP. I I "F" TOTAL D E TYP. D E ' —5TEEL BRACE t � RF: PLAN EACH SIDE OF BASE PLATE K L 4 1/2" CONCRETE SLAB ON 4 , � 2" METAL DECK N1TH N.N.F. NP ' , (AT SIMILAR DECK SPANS � iii f ,ti PARALLEL TO BEAM) i x "1 4 Y t ! _J L_ AISC 'SHEAR STEEL BEAM CONNECTION + I �� RE: PLAN TYP. STEEL BEAM NITH 1 � , "C'" TOTAL TYP. VERTICAL 5TFFENER5 i I + \ A B RE :STIFFENER SCHEDULE DETAIL 3 ON 55.2 d t EACH 51DE OF K V L ' BASE PLATE NOTE: RF: BRACE O055ET: NELD AND PLATE 5CHFDULE THIS SHEET FOR HELD SIZE, LENGTH AND PLATE THICKNESS. NELD VARIES K AND L SHALL BE GREATER OF DETAIL 1113 OR DETAIL I ON S FOR ANY CONDITION. SIMILAR IS MIRROR IMAGE AND OR NO BEAM CONNECTION OTHER SIDE. 3/4" IDEfi4IL 5 ERECTION BOLT MINIMUM 12" 14" 1/4 "7 I/4 TOTAL YIELD TOTAL 1/4 7 € /4 (✓" EACH SIDE EACH FACE OF HSS) 3" STEEL COLUMN RE: PLAN ED E TA I L 3/4" = 1' -0 " A15C SHEAR CONNECTION TYP. I CONNECTION TYP. 4 I /2" CONCRETE i I V 4 1/2" CONCRETE SLAB SLAB ON 2" METAL I I ON 2 " METAL DECK KITH DECK NITH N.W.F. d d N.N.F. (AT SIMILAR DECK SPANS PARALLEL i SPANS PARALLEL TO + + BEAM) TYP. a � 1 ! I d I ! i i I t I x- 1NP � I ! I I ! I i O NP i I fff i !O i i d d 0 0 t to _ O1 O i 1 d ! d � !!d 4 did STEEL BEAM RE: PLAN "F" TOTAL t + D E 1 \� MINIMUM H" t d TOTAL NELD G i i ( "i" EACH SIDE, EACH FAGS 'G OF HS5) 3/4" - I' -O" STEEL COLUMN RE : PLAN WITH WITH 112" BASE 1 I PLATE i f I i SLOT BRACE FOR STEEL PLATE TYP. ERECTION BOLT TYP. "J" PLATE TYP. PLATE t , i d t t \1 71/4 2 + + I/4 2 4" TOTAL , I I t 1 i NOTE: SIMILAR 15 MIRROR i I MAISE. t i DETAIL 1 3/4 = 1' -0" EACH FACE OF HSS) 1 14V "F" TOTAL D E i d D E i i STEEL BRACE + RE: PLAN _ A B A B ."G," TOTAL EACH SIDE OF BASE PLATE r K 4 1/2" CONCRETE SLAB ON 4 � ' - i l l 2" METAL DECK WITH W.N.F. t I i a ,J / (AT SIMILAR DECK SPANS - - - - 57.1 I 1 �\ - - - i i PARALLEL TO BEAM) TYP. d l i t I III 41W I ERECTIO f 57.1 / BOLT � /rr r r •,,' I I I r I NP A B °C" TOTAL i t l D E "F" TOTAL A B SLOT BRACE STEEL BEAM RE-PLAN FOR STEEL i I MINIMUM "H" t ! O TOTAL HELD ", ", O ("1 "" EACH SIDE STIFFENER EACH SIDE J PLATE EACH FADE OF HSS) OF BEAM RE:5TIFFFNER SCHEDULE DETAIL 3 ON 55.2 d STEEL COLUMN NITH 1/2" CAP PLATE NOTE: RE: BRACE 67U55ET WELD AND PLATE SCHEDULE THIS SHEET FOR HELD 51ZE, LENGTH AND PLATE THICKNESS. 51MILAR 15 MIRROR IMAOE. T41L EACH _ END 114 IO iT i/2 " 3/4" = i " -0" DEC IL 7 3/4" = 1' - 0" RE: PLAN t I "F" TOTAL D E TYP. D E t d t `� ` `� STEEL BRACE RE: PLAN MINIMUM "H" TOTAL NELD ( "I" EACH SIDE, EACH FACE OF H55) TYP. 1 i I�1 d 1 SLOT BRACE FOP, STEEL COLUMN d d REPLAN STEEL PLATE ERECTION BOLT "J" PLATE 'E: RE = BRACE GUSSET: WELD AND PLATE SCHEDUI 3 SHEET FOR WELD SIZE, LENGTH AND PLATE KNESS. 51MILAR 15 MIRROR IMAGE. A15C SHEAR CONNECTION TYP. I I f I 1 4 I /2" CONCRETE i I V SLAB ON 2" METAL I I DECK NITH N.W.F. (AT SIMILAR DECK SPANS PARALLEL i i TO BEAM) TYP. � 1 1 t ( � NP i I fff i 1i i i i d d 0 0 t to _ O1 — "J" PLATE — ERECTION BOLT —SLOT BRACE FOR STEEL PLATE MINIMUM "H" TOTAL NELD ( "I" EACH 51DE EACH FACE OF H55) STEEL BEAM RE: PLAN —STEEL BRACE RE: PLAN A15C SHEAR CONNECTION —4 1/2" CONCRETE SLAB ON WP 2" METAL DECK NITH W.1-4.F. (AT 51MIl AR DECK 5PAN5 PARALLEL TO BEAM) STEEL BEAM RE: PLAN TYP. "C" TOTAL B "J" PLATE ERECTION BOLT SLOT BRACE FOR STEEL PLATE STEEL— MINIMUM "H" TOTAL BRACE WELD ("I" EACH SIDE IRE: PLAN AI aG SHEAR CONNECTION TYP. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. (AT SIMILAR DECK SPANS PARALLEL TO BEAM) TYP. "C" TOTAL r f A V E3 " C TOTAL TYP, I "- i ` � b STEEL BRACE RE: PLAN TYP. e ro • RE: PLAN [�)ET41L 3 D ETAIL -4 1 1/2" = 1' -O" 'E: RF:BRAGE GU55ET: NELD AND PLATE 5GHFDUI S SHEET FOR WELD SIZE, LENGTH AND PLATE :KNES5. 51MILAR 15 MIRROR IMAOE. AISO SHEAR CONNECTION TYP. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. (AT SIMILAR DECK 5PAN5 PARALLEL TO BEAM) TYP. STEEL BEAM RE: PLAN NP STEEL BRACE RE: PLAN SLOT BRACE FOR STEEL PLATE ERECTION BOLT "J" PLATE NOTE: RE:BRACE GUSSET: NELD AND PLATE SCHEDULE TH15 SHEET FOR WELD 51ZE, LENGTH AND PLATE THICKNESS. SIMILAR 15 MIRROR IMAOE AND /OR NO BEAM CONNECTION THIS SIDE. "E. RE :BRACE GUSSET: WELD AND PLATE SCHE01 3 SHEET FOR WELD SIZE, LENGTH AND PLATE :r-NESS. SIMILAR IS MIRROR IMAGE AND /OR NO tiM CONNECTION TH15 SIDE. B TOTAL AV STEEL COLUMN RE: PLAN STEEL PLATE RE: BRACE GUSSET WELD AND PLATE SCHEDULE THIS SHEET SPLICE COLUMN FOR STEEL PLATE NOTE: 51MILAR IS MIRROR IMA(5E t� S uj � 1 . E.- pZ X Z O C r uj V t- �Z 'a a Q ` MC1 vj u� '�p = <C W 0- � W V") c u Q t79 Lu U to = % co ON c C O -7, V u.i ui W Q t`V �C °0 Q n 017 to � . d .-. ca V N m alf U¢ r., C's uj tj�O Z U , 5EA' • wlr • • E 155UE0 FOR: No. DATE COMMENT 0 PROGRE55 5ET D 08/02/04 25% CD 5ET E Og /01/04 15SUE 'E' F 10/12/04 PROC9,E55 5ET 6 11/05/04 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT SET I 01/14105 Z2 5TEEL PACKAGE 02111/05 s A51 #4 03/16/05 4 A51 #7 L 04/05/05 s REVISED PERMIT SET KEY PLAN s I► t DET41L 1" 3/4" = 1' -O" 2" METAL DECK NITH W.1-4.F. (AT 51MIl AR DECK 5PAN5 PARALLEL TO BEAM) STEEL BEAM RE: PLAN TYP. "C" TOTAL B "J" PLATE ERECTION BOLT SLOT BRACE FOR STEEL PLATE STEEL— MINIMUM "H" TOTAL BRACE WELD ("I" EACH SIDE IRE: PLAN AI aG SHEAR CONNECTION TYP. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. (AT SIMILAR DECK SPANS PARALLEL TO BEAM) TYP. "C" TOTAL r f A V E3 " C TOTAL TYP, I "- i ` � b STEEL BRACE RE: PLAN TYP. e ro • RE: PLAN [�)ET41L 3 D ETAIL -4 1 1/2" = 1' -O" 'E: RF:BRAGE GU55ET: NELD AND PLATE 5GHFDUI S SHEET FOR WELD SIZE, LENGTH AND PLATE :KNES5. 51MILAR 15 MIRROR IMAOE. AISO SHEAR CONNECTION TYP. 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH N.N.F. (AT SIMILAR DECK 5PAN5 PARALLEL TO BEAM) TYP. STEEL BEAM RE: PLAN NP STEEL BRACE RE: PLAN SLOT BRACE FOR STEEL PLATE ERECTION BOLT "J" PLATE NOTE: RE:BRACE GUSSET: NELD AND PLATE SCHEDULE TH15 SHEET FOR WELD 51ZE, LENGTH AND PLATE THICKNESS. SIMILAR 15 MIRROR IMAOE AND /OR NO BEAM CONNECTION THIS SIDE. "E. RE :BRACE GUSSET: WELD AND PLATE SCHE01 3 SHEET FOR WELD SIZE, LENGTH AND PLATE :r-NESS. SIMILAR IS MIRROR IMAGE AND /OR NO tiM CONNECTION TH15 SIDE. B TOTAL AV STEEL COLUMN RE: PLAN STEEL PLATE RE: BRACE GUSSET WELD AND PLATE SCHEDULE THIS SHEET SPLICE COLUMN FOR STEEL PLATE NOTE: 51MILAR IS MIRROR IMA(5E t� S uj � 1 . E.- pZ X Z O C r uj V t- �Z 'a a Q ` MC1 vj u� '�p = <C W 0- � W V") c u Q t79 Lu U to = % co ON c C O -7, V u.i ui W Q t`V �C °0 Q n 017 to � . d .-. ca V N m alf U¢ r., C's uj tj�O Z U , 5EA' • wlr • • E 155UE0 FOR: No. DATE COMMENT 0 PROGRE55 5ET D 08/02/04 25% CD 5ET E Og /01/04 15SUE 'E' F 10/12/04 PROC9,E55 5ET 6 11/05/04 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT SET I 01/14105 Z2 5TEEL PACKAGE 02111/05 s A51 #4 03/16/05 4 A51 #7 L 04/05/05 s REVISED PERMIT SET KEY PLAN s I► t DET41L 1" 3/4" = 1' -O" KEY PLAN s I► t DET41L 1" 3/4" = 1' -O" E� 0 N 0 0 a 0 0 a m v oo� =�o FULL I ENOTH STEEL E RE: PL/ NOTE'.: RE: DRAG PLATE WELD SCHEDULE THIS SHEET FOR WELD SIZE DETAIL 1z" 1 1/2" = 1' -O" 1� E UJELC:) &C��EDULE PLATE 51ZE ( 'A E 5EE: DETAiL5 - 1 TO 10 A-, WELD 51ZE 1/4" X 6" (36 k9!) I/4" 3/V' X 8" (36 ksl) 5/16" 1/2" X 10" (50 ks!) PROGRE55 5ET 1/2 X 12" (50 ksl) 7116" I TYP, F L PLATE - 7/8" X 5" AT A PLATE 1/4" X 6" AT B PLATE I/2" X 12" AT C 16" MIN. AT A 12" MIN. AT B 24" MIN. AT C ` STEEL BEAM RE: PLAN TYP. DETAIL 11 1 1/2 = 1' -O" 2" BASE PLATE 5TH rEEL CAM E: PLAN Y'P. rEEL PLATE E: PLAN �H STEEL BEAM RE: PLAN TYP. STEEL PLATE RE: PLAN NOTE: RE: DRAG PLATE HELD SCHEDULE THIS SHEET FOR WELD 51ZE DETAIL 4 I/2" CONCf SLABS METAL NITH L (AT S[ DECK PARAI TO BE 1/2" B, PLATE VERTI( EACH SIDE OF BEAM RE: STIFFENER SCHEDULE DETAIL 3 ON 55.2 TYP. [�)ETAIL 12 [DETAIL I 1 1/2" = 1' -O" X2X1/4 IN -AN SHEAR :CTION BEAM RE: PLAN FULL LENGTH \ 1/4 TYP. !14 L4X4XI14 III FOR: 1 / fl1 i . ti •, 1 1/2" METAL DECK PROGRE55 5ET 1 I 1 1 i I I fl 09 /01/04 15511E f I IRI i 1 € s 6 iV1 RECORD PERMIT 5ET / t I i 01/14/05 TOTAL OF BEAM RE.STiFFENER i i iii t I�I I ! f SCHEDULE DETAIL 3 ON r...-5.2 ,., O � ET41L I I 1 ; j 1/4 4 5ET TYP. ¢ JIM c� .- RE. PLAN WITH 1/2" 1 i i i STEEL COLUMN 1/4 4 TOTAL t I RE: PLAN NITH WP i i/4 4�" 1/2" TOP PLATE i 1 AND 1/2" BASE BASE PLATE ' H55 3X2XI /4 MIN. 6" TOTAL (3" EACH FACE OF 1 i 1 i PLATE TYP. TYP. y 1/4 CHANNEL) TYP. I I L U + L I I 1 ! COLUMN I i Z < C> w b+0 1 N V STEEL CHANNEL 1 111 1 I t 1 t" j I i AiSC SHEAR RE: PLAN 1/4 4" TOTAL 2 i ' ua � CONNECTION - -- ERECTION BOLT TYP. 1/4 2 TYP. i O 1 10" MIN 1 /4" PLATE TYP. III t I I 1 ! E (5" EACH FACE 4 112" CONCRETE SLAB ON 1/4 OF CHANNEL) TYP. 2" METAL DECK WITH NJ-4.F. (AT SIMILAR 1 �}-� \ i i/4 2 DECK SPANS i PARALLEL TO BEAM) i i i t i I i/4 4" TOTAL 2 I I 1 / � 111 i i 318" PLATE TYP. i VERTICAL STIFFENER — EAGH SIDE OF BEAM RE :STIFFENER SCHEDULE DETAIL 3 ON 55.2 4" TOTAL i/ � 1/4 2 VARIES E TA I L 4 314" NP FULL PEN TYP. 4 I /2' CONCF SLAB a METAL NITH 1-1 (AT Sir DECK PARAL TO BEr 1/2" B/ PLATE VER.TIC.._ STIFFENER EACH SIDE OF 13EAM RE;: STIFFENER SCHEDULE DETAIL 3 ON 55.2 TYP. STEEL BEAM RE: PLAN i 1 1 t I r 0 I III FOR: 1 / fl1 i . ti •, 01/01/04 PROGRE55 5ET 1 I 1 1 I � i flt l • I 4 ! I fl 09 /01/04 15511E f I IRI 10/12/04 PROGRESS SET 6 iV1 RECORD PERMIT 5ET ti 1/4 4 STIFFENER EACH SIDE RECORD PERMIT SET i 01/14/05 TOTAL OF BEAM RE.STiFFENER i i iii 02111/05 A51 #4 SCHEDULE DETAIL 3 ON r...-5.2 ,., O ET41L 04/05/05 STEEL COLUMN ; j 3/4" 5ET TYP. ¢ JIM c� .- RE. PLAN WITH 1/2" 1 i i i 1/4 4 TOTAL TOP PLATE i t W IZ tz LL Z) i/4 4�" AND 1/2" U BASE PLATE H55 3X2XI /4 w f- u - WP TYP. STEEL L U + L d c 1 ! COLUMN GG < < O Z < C> w b+0 RE: PLAN N V TYP_ 111 1 I t 1 t" j Lu AiSC SHEAR \ � w -�y ! I I I II! ua � CONNECTION I I t I TYP. i O 1 10" MIN cV C1 Q CO 1 1 (5" EACH FACE 1/4 OF CHANNEL) TYP. ' "a 1 I V I I I I 1 / � 111 i i 318" PLATE TYP. i I�I / 11111 I 1/4 4 8" TOTAL c m O 1/4 4 1/4 4 w 8" TOTAL 3 n Z 1/4 4 1 III 1 i / STEEL CHANNEL Z __j > f RE :PLAN TYP. I I I 1 C3 1� i I I { 1 1 1/4 4 1 1 1 L4X4X114 I 1/4 4 TOTAL 1 I l i \ I l i 1/2 " METAL DECK Y4P I I 1 1 I TYP. (AT SIMILAR i i { DECK 5PAN5 PARALLEL I \ Iil TO BEAM) i s I 1/4 8 I TYP. i I i i I1 ! NP 1 1 l i i t i ERECTION BOLT I I I I 1 i I 1 TYPICAL 1/4 4 8>" TOTAL TOTAL 1/4 4 i i 1/4 10 EACH END 1 f4 4 I I t I i i 4 1/2" CONCRETE SLAB ON t 1 l 2" METAL DECK NiTH N.W.F. f i 5 " ( � (AT SIMILAR DECK SPANS I ( PARALLEL TO BEAM) TYP. i 1 1 t I r 0 I 1 :0 FOR: 1 / fl1 i 0 COMMENT 01/01/04 PROGRE55 5ET D 0S /02/04 flt l • I 4 ! I fl 09 /01/04 15511E f I IRI 10/12/04 PROGRESS SET 6 iV1 RECORD PERMIT 5ET ti 1/4 4 STIFFENER EACH SIDE RECORD PERMIT SET i 01/14/05 TOTAL OF BEAM RE.STiFFENER J 02111/05 A51 #4 SCHEDULE DETAIL 3 ON r...-5.2 ,., O ET41L 04/05/05 REVISED PERMIT ; j 3/4" 5ET 3/4" L4X4XI /4 TYP. 1 112" METAL DECK STEEL BEAM RE: PLAN TYP. STEEL COLUMN RE: PLAN TYP. AISC SHEAR CONNECTION TYP. DETAIL I 3/4" = 1' -0" ETAIL 2A 3/4" 3/4" V " AI5C SLIP CRITICAL CONNECTION 1 1/2" METAL DECK STEEL BEAM RE: PLAN TYP. H55 3X2X1/4 STEEL COLUMN RB: PLAN TYP. AISC SHEAR CONNECTION TYP. A15C SLIP CRITICAL CONNECTION 1 1/2" METAL DECK STEEL BEAM RE: PLAN TYP. H55 3X2414 STEEL COLUMN RE: PLAN TYP. RISC SHEAR CONNECTION TYP. VARIES AISC SHEAR CONNECTION TYP. STEEL BEAM - RE: PLAN TYP. DECK 4" TOTAL 1/4 1 _ f P I }1 ! 1 I�t I 1 f i Ipl STEEL COLUMN RE :PLAN NITH I i 1 1/2" TOP AND MIN. 6" TOTAL i i BOTTOM PLATE (3" EACH FACE OF t i / 1/4 CHANNEL) TYP, i } I 1 iI ERECTION I t I I i BOLT TYP. I I I t i t 1/4 2 114 2 4" TOTAL 4" TOTAL 114 2 III i p 1/4 2 I I 114" PLATE i I TYP. 4 1/2" CONCRETE 5LAB ON 2" METAL DECK WITH N.W.F. (AT SIMILAR DECK 5PAN5 1 1 ! I PARALLEL TO BEAM) TYP. }iI � I i KEY PLAN STEEL COLUMN RE: t 1 � � [� d PLAN NITH I /2' TOP PLATE i 1 1 NP � � j (kgHEN COLUMN TERMINTAES i I I 10 AT BEAM USE H55 4X4X1/4 r t s _ _ _ NITH I/2 "' BASE PLATE) i � i i 4 i I 1 i f i t L 4" TOTAL !/4 2 1/4 2 DEETAIL 3 3/4" = 1' -0 DETAILS STIFFENER EACH SIDE OF BEAM PROJECT No. DATE EDULE DE AI 6400 7 -15 -04 3 ON S5.2 DRAHN BY CHECKED BY NOTE: SIMILAR IS MIRROR IMAGE T)M HS SHEET No. S T 2 OF - • • . w s s 4 • J Q SKEWED BEAM 155UED FOR: No. DATE COMMENT 01/01/04 PROGRE55 5ET D 0S /02/04 25% GD 5ET E 09 /01/04 15511E p 10/12/04 PROGRESS SET 6 11/05/04 RECORD PERMIT 5ET H 12113104 RECORD PERMIT SET i 01/14/05 ./2\- STEEL PACKAGE J 02111/05 A51 #4 ,., O L 04/05/05 REVISED PERMIT ; j 5ET 1 1/2" METAL DECK « CD L4X4XI /4 iLG w F Z o O L n tY t> W V STEEL BEAM ,., O RE: PLAN < ; j TYP. ¢ JIM c� .- pqp { � W IZ tz LL Z) c c U C CO H55 3X2XI /4 w f- u - STEEL L U + L d c <[ COLUMN GG < < O Z < C> w b+0 RE: PLAN N V TYP_ V t" j Lu AiSC SHEAR w � w -�y 1j w ua � CONNECTION TYP. O cV C1 Q CO co "a V m � x 0 < u- h h > m X dm' m CA c m O V CL w 3 n Z lizi Z __j > ad o C3 1� SEAL DETAIL a 1 I/2l14x1�14 cD 0 0 0 0 e) Co #�j <0 . TYP. 1/4 14 11/21, CONCRETE WALL 4, 417 d . EMBEDMENT PLATE BY PRFCASTOR PLATE 1/2" X X V-2" AI5 SHEAR CONNECTION STEEL COLUMN RE: PLAN BENT PLATE 5/8 " x 8 1/21 iI tlt li tP — STEEL BEAM RE- PLAN TYP. AISe- SHEAR CONNECTION .DETAIL F�>. 11/2" 1'-0" STEEL COLUIl RE: PLAN 1 1/2" = 1 1 0 .1 BASE PLATE I" X I" -3 "' X 4 1 ON (4)— SIDES AT &S I" X 0'-10" X 4 1/4" ON (4) SIDES AT @ I" X I' -O" X 4 1/4" ON (2) SIDES AT EMBEDMENT PLATE PRECAST CONCRETE I" NON5HRIN< GROUT FAI STEEL PLATE RE. PLAN STEEL BEAM RE: PLAN PLATE 1/4" X X 2'-0" 1 " 1/2" AT W 3/a" AT 1/4" AT 31&" AT (D 1/4 AT 318" AT 1/4" AT E , 46E E=LATE N0LDOWNS AT FRECAeT LOCATION r-Pl HOLDOWN TYPE 5/21 4 RE: PLAN PLATE " A" C.6/7 1/4 (D 0.6/8 1/2" X 10" STEEL BEAM H.4/6.5 CP4 all H.4/7.5 i i RE: PLAN TYP. 1- 5/16 20 K/Cl 1/2" —4 CONCRETE SLAB H.4/q GIGS L ON 2" METAL DECK (500.41 a/lq k W.W.F. TYP. E/q P/6 i�i DIq co CO x D/q.5 A.eW85 0 T/1 S/lq. pll8 �71 0 -I r u< 0 B3 Q DETAL - 1 5A&E ELATE 140LIDOWN& .AT Ff2EHCA&T 5/4" = V-O" 1/4" Ii II IP tltl tt IP of tltl tltl it II et tl li tt ttl itl tl lI Itl tI tltl ♦ MAIM= 1 1/2" = I' -O" ■ PLATE TYPE A STEEL COLUMN 0 (in) 1 r-Pl 1/2 '. x 61, 1/4 4 RE: PLAN PLATE " A" 0 U 1/4 C� CD CP3 1/2" X 10" STEEL BEAM Z W CP4 all k4ELP BOTH i i RE: PLAN TYP. 1- 5/16 20 SIDES OF 1/2" —4 CONCRETE SLAB z PLATE L ON 2" METAL DECK /�\,REV15EP PERMIT SET k W.W.F. TYP. V) Ln > i�i LLI U Z co CO x 0 < Z �71 0 -I r u< 0 B3 Q 0 U.J 2 0) L1"} W tz CL u- c: u 0 0 c < U tz m Zo WELD BOTH n Lu -► F U -0 1 A15C SHEAR i i g SIDES OF PLAT CONNEECTION u M uj In L ^ STEEL COLUMN RE.- PLAN STIFFENER EACH SIDE ad < < flel 0 < z < OF BEAM RE; STIFFENER SCHEDULE DETAIL 5 ON 55.2 TYP. V cu LLJ Lij uj Lu u PLATE TYPE A 5 (in) 0 (in) 1 r-Pl 1/2 '. x 61, 1/4 4 CP2 1/2 '. x 6 1, 1/4 a CP3 1/2" X 10" 5/16 11 CP4 1/2" X 14" 5/16 IT CR5 5/8" X 14" 5/16 20 N ui c i co tN 060 DETAIL I v. w 5/4" = V-0" F CONNECTION PLATE TYPE A %.0 G (in) SPI 1/2" X 6" 1/4 0 V-- CO cn 00 0 5F2 1/2 x 6 1/4 a .' 0 1/2" X 10" r l-1 r-1 11 Cie = i5 c 5/16 IT 5P5 518" X 14" 0 - 6 a 20 /2\5TEEL PACKAGE J 02/11/05 > L 0 LL /�\,REV15EP PERMIT SET Ln > CO x 0 N ui c i co tN 060 DETAIL I v. w 5/4" = V-0" F CONNECTION PLATE TYPE A (in) G (in) SPI 1/2" X 6" 1/4 4 5F2 1/2 x 6 1/4 a 5P5 1/2" X 10" 5/16 11 SP4 1/7' X 14" 5/16 IT 5P5 518" X 14" 5/16 20 ETAIL 2- 3/4" ;)TH F FLA STEEL COLUMN WITH 1/2 PLATE RE: PLAN TYP. PLATES 1/2" X cl" X P-O" 5/16 FULL LENGTH 1/4 V '7 STIFFENER EACH 51 DE OF BEAM RE: STIFFENER DETAIL 3 ON S5.2 TYP. [DETAIL 3. 3/4" 1'-0" FULL -5/162 LENGTH X-`Z1—lr`0 5/1(0 FULL LENGTH PLATE 1/2" X q" X 1'-0" PLATE 1/2" X q" X I' -0" v lip BOTH SIDES OF 1/4 7 PLATE STIFFENER EACH SIDE OF BEAM RE: STIFFENER SCHEDULE DETAIL 5 ON 55.2 TYP. 1/4 V I DETAIL .4 5/4" -01, Z Jii SLAB :lK SEAL 0 • • < > 155UED FOR: UE' 0 No. DATE COMMENT 0'7101/04 PROGRE 08/02/04 25% 00 SET E E CIq/01/04 ISSUE 'E' F 10/12/04 PROGRESS SET a 11/05/04 RECORD PERMIT SET H H 12/15/04 RECORD PERMIT SET 1 01/14/05 /2\5TEEL PACKAGE J 02/11/05 A61 #4 L 04/05/05 /�\,REV15EP PERMIT SET KEY PLAN BRACING DETAILS STEEL BEAM RE. PLAN TYP. 1 PROJECT No, DATE STEEL COLUMN WITH 6400 7-15-04 1/2" PLATE RE. PLAN DRANN BY CHECKED BY TYP. Tim HS SHEET No. !3`7 o 11 OF rV DE TAIL SIM. ( 'I lk No. TOP OF COMMENT CONCRETE RFzPLAN RE-.PLAN RE: PLAN TYP. RE. PLAN SIM. ( 'I lk No. TOP OF COMMENT CONCRETE 01/01/04 BEAM OUT OF PLANE TYP. 25% 00 SET E 09I01104 TOP OF F CONCRETE r PROGRESS SET Sim. TOP OF CONCRETE SIM. Sim. TOP OF CONCRETE :.AM OUT PLANE BEAM 01, OF PLAN TOP OF CONCRETE :AM OUT 'PLANE BEAM Ot OF PLAN TOP OF CONCRETE :AM OUT .PLANE BEAM OL OF PLAIN Sim. TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE (6 EAST OF GRID F:>) RE:PLAN REPLAN Sim. TOP OF CONCRETE BEAM OUT OF PLANE TYP. TOP OF CONCRETE (L (V TOP OF CONCRETE • Sim. RE: PLAN WA) � 7`�. RE: PLAN RE: PLAN SIM. A SS 8 4v as 12 TYP. 67 RE- PLAN RE: PLAN RE-. PLAN Cl'-4" EAST OF GRID a) 0 BEAM OUT OF PLANE TOP OF CONCRETE BEAM OUT OF PLANE Ila 571.1 TOP OF BEAM OUT OF PLANE w TY tiB > TOP OF CONCRETE Z -j BEAM OUT (L OF PLANE NB 571.1 TOP OF CONCRETE BEAM OUT OF PLANE TYP. SIM TOP OF CONCRETE RE. PLAN A SS 3 12 TYP. 57.1 RE. PLAN ms RE: PLAN f./ Sts Sim. • TYP. SIM. I I " Rhm TYP. ir I L.0 RE: PLAN (ON GRID 14) RE.DETAIL 12 ON $12 RE: PLAN �� RE: PLAN S TYP. RE. PLAN IL 12 57-1 TYP, RE. PLAN 5 fRA C E V RE: PLAN RE: PLAN RE: PLAN bt z z CL t t 0- 6 12 & 67.1 57 51.1 TYP. RE, PLAN C EE 2- (ON GRID `b.50 RE- PLAN RE: PLAN RE: PLAN OIL TOP Or CONCRETE TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE I LI (ON GRID& 5 AND (b) 111W TOP OF CONCRETE EAST 0 GRID 1) RE:DETAIL I ON $12 HA F RE PLAN : PLAT! E • 57.1 /@ S-7-1 , Sim. NCO (2'EA5T OF GRID 2 AND 2' WEST OF GRID 11) RE.DETAIL I ON S1.2 Ail\ 2101-0t. TOP OF CONCRETE (ON GRID 11) Rr=-DETAiL 4 ON 51.2 AN RE: PLAN m RE:DETAIL t2 ON 5'1.2 ca Vs 1p �Np (ON GRID 3) RE.DETAIL 4 ON °5'1.2 WA FRF; RE: PLAN PLAN Q TOP OF CONCRETE E S C) Uo 8 -? Z 15 rl-� L n 1 0 � UJ RE: PLAN Z U V- •0 m 110 < Z $ ;; � Z ' t cm , < Ln Ln u a. co C) LLJ 4; o < 0 oN u c c 0 ro %0 U -2 cy I m %D u LW a G.. < < ce M c (::) z u en m < C14 Ln 00 < = Qa C. W w u -- j uj, 75 C Q %0 0 r- CO 00 en t�o 0 to 0 < u- U r IN, t C-4 > OUT cin ANE uj co N Ir cl: W t Z > ce- 5EAL OUT ANE • • 155UEP FOR: No. DATE COMMENT 01/01/04 PROC-RE55 SET SET 0&/02/04 25% 00 SET E 09I01104 ISSUE 'E' F 110/12/04 r PROGRESS SET 67 11/05/04 RECORD PERMIT5ET T SET H 12/1-3/04 SET RECORD PERMIT SET 01/14/05 E �2\5TEEL PACKAGE 02/11/05 05/16/05 5 A51 #4 4 451 #. 7 L 04/05/05 'MIT 5 REVISED PERMIT SET KEY PLAN A c EE - 1014 X e�o 5FRACE E�2 00 V) 0 J z 1 4 1 o- RE: PLAN 5F;�4CE I caD (ON GRID ]a) M TOP OF CONCRETE - \TYP TOP OF CONCRETE TOP OF CONCRETE TOP OF CONCRETE (L TYP. 8 Ul TOP OF CONCRETE 1W . -o ll TOP OF CONCRETE SIM TOP OF t CONCRETE RE.- PLAN (ON GRID 14) (ON GRID I&) TOP OF CONCRETE 5fR4CE 105 (ON GRID 14) RE:DETAIL I ON $1.2 RE: PLAN RE PLAN PIE: PLAN TOP OF CONCRETE 5fRACE 12A (ON GRID ll) RE-.DETAIL I ON 91.2 RE: PLAN RE: PLAN TOP OF CONCRETE 5RACE 12 (ON GfRir- 11) RE.DETAIL 13 ON 512 TOP OF CONCRETE TOP OF CONCRETE AU (ON GRID 14) RE.-DETAIL I ON 51.2 (ON GRID 11) RE-DETAIL I ON $12 TYP./' I TOP OF CONCRETE &E TOP OF CONCRETE Z f3 a TOP OF CONCRETE Sim. TOP OF (ON GRID 11) RE.-DETAIL I ON $12 Sim. SIM. SIM. TOP or- CONCRETE 5 (ON GRID 11) e � RE: PLAN 220' - 0" �� _� TOP OF CONCRETE CON G RID 11) 230 TOP OF CONCRETE TYP. TOP OF CONCRETE IY TOP OF CONCRETE 5 FZ4 C E 2 RE- PLAN Sim, RE: PLAN 3 0 D Lb N O O 0 0 i m 0 00 p > / � W RE: PLAN TOP OF CONCRETE 7 57.1 f � 1 t C 1 i OIL TOP OF CONCRETE TRANSFER TO PRECAST SEE PRECAST DRAWINGS ILI `- • 119>01 -01, TOP OF CONCRETE TRANSFER TO PRECAST SEE PRECAST DRAWINGS _ 3 57.1 RE. PLAN f t t t TOP OF ss � CONCRETE f t J t 1 1Z � t OL 12 5 7.1 RE. PLAN TOP OF CONCRETE ice► -- . rr �M ■� — _ I► iii► BEAM OUT OF PLANE SIM, 10 57.1 TOP OF t CONCRETE TRANSFER TO PRECAST SEE PRECAST DRAWINGS TOP OF CONCRETE RE.-PLAN RE: PLAN t 1 12 57.1 RE: PLAN �g9 • • '� r 'S'SS 5fR - 1 ( ON (SRI D 6 RE: PLA RE: PLAN Z Q J CU RE: PLAN f t t 4 t t \ r 12 57.1 RE. PLAN • 3 57.1 / t t � \ �r t 1 OIL TOP OF CONCRETE TRANSFER TO PRECAST SEE PRECAST DRAWINGS I�l `1 i 1 TRANSFER TO PRECAST SEE PRECAST DRAWINGS twrF� �tir.� -ur TOP OF CONCRETE Irbt?� -sZi TOP OF CONCRETE TRANSFER TO PRECAST SEE PRECAST DRAWINGS ii�r .�..` .tr► iii RE:: PLAN TRANSFER TO PRECAST SEE PRECAST DRAWINGS IIB 57 SIM_ RE. PLAN -f Ss 3I� � RE: PLAN (_ RE: PLAN NEU IIB SIM, 57,1 f \ 1 1 Q \ —BEAM OUT OF PLANE ILI 6 TYP. 51.1 ! t � t 7 S7J ! f t \ �r RE. PLAN R TO PRECAST ;CAST DRAWINGS SEAL • • • �I i 155UEP FOR: No. DATE GOMMENT 07101/04 PROGRE55 SET D 0& /02/04 25%C-0 SET E t Z oe W F F 10/12/04 CN 9 Z 11/05/04 C? o 12/13104 RECORD PERMIT SET Q I/14105 U.J V- 02/11/05 A51 #4 Z O M a A51 #1 L < Z s REVISED PERMIT z �Cat a t 72 C!} ce CL ra ::) C V O Lit tv z ib u "� fe Q { O O k- Z ai — Q U t c� ttv = � LJ.t tit ttJ t.t.t ttJ N 0 r- co n'4p n ?? o `; ^ V* 0 ct zs a o C >Ur. cs m c y' -�d ox U t r. ,n rn CG X� �-+ 0 uj d O tit as n� Z � aci V ( I c SEAL • • • �I i 155UEP FOR: No. DATE GOMMENT 07101/04 PROGRE55 SET D 0& /02/04 25%C-0 SET E Oq/01/04 155UE 'E' F 10/12/04 PROCGRE55 SET 6 11/05/04 RECORD PERMIT SET H 12/13104 RECORD PERMIT SET Q I/14105 _ . STEEL_PACKA.0 J 02/11/05 A51 #4 05116/05 a A51 #1 L 04/05/05 s REVISED PERMIT SET KEY PLAN PROJECT No. DATE +6400 7 -15 -04 DRAVIN BY GHEGKED BY Tim H5 SHEET No. N 00 In 0 0 0 -It Sim_ 1W.-011 T I TOP OF CONCRETE • CONCRETE TOP OF CONCRETE BEAM OUT--/ OF PLANE , y , jw TOP OF CONCRETE \ --5EAM OUT OF PLANE Z- 0- 12 .1 RE. PLAN TOP OF CONCRETE AC,E 2&E3 (ON GRID 145)l RE: PLAN 57.1 57.1 ? IS01-011 t RE: PLAN TOP OF I CONCRETE Sim. Z z 0- CL 12 57.1 57 7 RE; PLAN 3 TYP. RE- PLAN / , TOP OF CONCRETE TOP OF RE- PLAN ti r7 \--15EAM OUT CONCRETE OF PLANE E3FRACE 20A (ON GRIDS 14) RE: PLAN TYP. g 12 57.1 57.1 TYP. 51- t "I 1 TOP OF x f RE: PLAN CONCRETE Sim. 10 I2 IIA TOP OF CONCRETE Sim, I ( 10 TOP OF CONCRETE w IIA TOP OF CONCRETE BEAM OUT OF PLANE RE: PLAN (ON (:'zRID5 18) I oflill I q 14 � TOP OF CONCRETE TYP. TOP OF CONCRETE TOP Or- CONCRETE • RE: PLAN i ��` ., L ,. rrr RE PLAN ------ C' EE 22 1 TOP OF CONCRETE S 0- lu VN Sim. TOP or- CONCRE' TYP. �w CONCRE' TOP OF • Sim. OL 2201-01, "JW TOP OF CONCRET TYP. TOP or- CONCRET • • T RE: PLAN RE: PLAN 5 FR C, E 2 V271) A (ON GRID 14) RE: q RE: PLAN RE: PLAN (ON GRID 18) A 0- RE: PLAN TOP OF CONCRETE 3 7 I o C) < o 0 u ll'l, > < 371 -713 1551JED FOR-. No, DATE Z Ck Ck E: PLAN 08/02/04 Lu I E "I al O F 10/12/04 Z U Cl V- o CD H 12/13/04 U.J co 01/14/05 2 STEEL PACKAGE Cl M 05/16/05 4 A51 #7 L < Z Z6 �REV15E[? P 5ET < ( .) __j CL E c) ce - R Z) c 0 < 0 CO r- CO u Lu F- ilo U -0 1 is en iii 2: Co '.0 t co co (D V- '5 - g ck all cn IT > u all z 0 > < u- U Ln > Id V- Lij d co 'q- CL: � J > SEAL 5 FR C, E 2 V271) A (ON GRID 14) RE: q RE: PLAN RE: PLAN (ON GRID 18) A 0- RE: PLAN TOP OF CONCRETE 3 7 I o C) < o 0 u ll'l, > < 371 -713 1551JED FOR-. No, DATE COMMENT 01/01/04 PRO&RE55 5ET 08/02/04 25% 00 5ET E Oq/01/04 155UE'E' F 10/12/04 PROGRESS 5ET 11/05/04 RECORD PERMIT 5ET H 12/13/04 RECORD PERMIT SET 1 01/14/05 2 STEEL PACKAGE 05/16/05 4 A51 #7 L 04105/05 Z6 �REV15E[? P 5ET KEY PLAN 10 S oil RE: PLAN TOP OF CONCRETE N 51M. IQ TOP OF \—BEAM OUT CONCRETE OF PLANE RE. PLAN 5 FRA C E 24 (ON GRID 21) 5fR4CE (ON GRID 14) A S CE -3 V2 (ON CxR1D 10) 0 C) 0 CC) 0 Q -RE- PLAN Im RE:PLAN RE: PLAN- � RE: PLAN RE=,.PLAN RE: PLAN Ile elm. 51.1 TYP. 5-7 @ k OIL RE:PLAN f f t TOP OF f TOP OF CONCRETE CONCRETE BEAM OUT BEAM CUT OF PLANE OF PLANE z 12 Ty 67.1 TYP. RE:PLAN OIL 'IF TOP OF CONCRETE TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE Z ttt IIB lac I rw TOP OF CONCRETE BEAM OUT OF PLANE nB f I TOP OF CONCRETE BEAM OUT OF PLANE TYP. nB i BEAM OUT OF PLANE RE: PLAN RE:PLAN SIM. 10 5 S 9 / RE-.PLAN f TOP OF CONCRETE E = TOP OF -It V CONCRETE T'rf-./' & 200 TOP OF CONCRETE OIL TOP OF TOP OF CONCRETE CONCRETE -- RE: PLAN TRANSFER TO TRANSFER TO PRECAST PRECAST SEE TRANSFER BEAM SEE PRECAST DRAWINGS PRECAST DRAWINGS CUT OF PLANE E5 �A C EE C5 1 (ON GRID H,4) 6 1M. IIB TOP OF CONCRETE BEAM OUT OF PLANE (L TOP OF CONCRETE `y As TYP. � RE: PLAN HSg 3 TYP. Ak TOP OF CONCRETE RE-PLAN iw W o- ta 10 S-7.1 200 -0 TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE Top OF CONCRETE RE: PLAN Sim, 1(13 f RE: PLAN RE:PLAN RE: PLAN I 1113 elm. 51.1 67.1 ,gk210'-0II RE:PLAN —TOP OF CONCRETE BEAM OUT BEAM OUT OF PLANE OF PLANE 0- r t a TOP OF M . CONCRETE 12 5 TYP. E 57.1 (ON GRID E) • E5 MA CE =1 3. (ON GRID 15) RE:DETAIL I ON 61.2 RE.-PLAN ti RE:DETAIL 4 ON 612 Si .0ft RE:PLAN SIM, RE:PLAN TOP OF CONCRETE BEAM OUT BEAM OUT + OF PLANE OF PLANE Q A (L � Sim. ro TOP OF CONCRETE RE:PLAN RE: PLAN RE: PLAN . 1 1 1 210,-0" 1 v TOP OF CONCRETE E3 �A C EE (ON C=Rlr-> E) RE-DETAIL 4 ON $1.2 CS' SOUTH OF GRID E) RE: 511 IIE3 RE: PLAN PL SIM. HE _7 RE-PLAN RE AN-, K 3'� 5 4 RE: PLAN 'IV TOP OF Y CONCRETE TOP OF BEAM OUT - BEAM OUT CONCRETE OF PLANE yT f 3 OF PLANE .... ...... (ON GRID 5) RE:DETAIL 4 ON 6 12 5 TYP. 67.1 RE:PLAN dk TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE 220'-0" TOP OF h CONCRETE TYP. TOP OF CONCRET • • • ==-=t Aki RE:PLAN (ON GRID G) RE-DETAIL 12 ON 91.2 1,2 RE : PLAN TOP OF CONCRETE TOP OF CONCRETE -4- A CEE (ON GRID G) RE-DETAIL 12 ON 572 RE:PLAN TOP OF CONCRETE • m (ON GRID <) RE-DETAIL I ON $1.2 RE :PLAN TOP OF CONCRETE (ON GRID G) RE.DETAIL I ON $1.2 RE= PLAN OIL 220'-0.1 TOP OF CONCRETE RE:DETAIL I ON 51.2 RE. PLAN RE; PLAN (ON GRID G AND <) RE-DETAIL I ON 51.2 V RE: PLAN C> CD 01/01/04 PROORE55 SET LLJ 25% CO SET < 0 Z 0 ' 0 10/12/04 PROC-RESSSET a 11/05/04 RECORD PERMIT SET H u Z RECORD PERMIT5ET 1 01/14/05 < 12 TYP. 57.1 > ASI #4 . .. .. 4 A51 #1 L V- %0 en 0 );�REVISED PERMIT RE-PLAN Z < t 0 I , V') Ln -i O.Lo CO CO - r + IP <2 - %.� t !� Lij V ) w t Z V) ::) GV w ti REPLAN < w cC L) - 0 X z LLJ Q 4t t RE:PLAN c: o 14 M 00 z < c m V) — RE: PLAN Lu ui ::E `y As TYP. � RE: PLAN HSg 3 TYP. Ak TOP OF CONCRETE RE-PLAN iw W o- ta 10 S-7.1 200 -0 TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE Top OF CONCRETE RE: PLAN Sim, 1(13 f RE: PLAN RE:PLAN RE: PLAN I 1113 elm. 51.1 67.1 ,gk210'-0II RE:PLAN —TOP OF CONCRETE BEAM OUT BEAM OUT OF PLANE OF PLANE 0- r t a TOP OF M . CONCRETE 12 5 TYP. E 57.1 (ON GRID E) • E5 MA CE =1 3. (ON GRID 15) RE:DETAIL I ON 61.2 RE.-PLAN ti RE:DETAIL 4 ON 612 Si .0ft RE:PLAN SIM, RE:PLAN TOP OF CONCRETE BEAM OUT BEAM OUT + OF PLANE OF PLANE Q A (L � Sim. ro TOP OF CONCRETE RE:PLAN RE: PLAN RE: PLAN . 1 1 1 210,-0" 1 v TOP OF CONCRETE E3 �A C EE (ON C=Rlr-> E) RE-DETAIL 4 ON $1.2 CS' SOUTH OF GRID E) RE: 511 IIE3 RE: PLAN PL SIM. HE _7 RE-PLAN RE AN-, K 3'� 5 4 RE: PLAN 'IV TOP OF Y CONCRETE TOP OF BEAM OUT - BEAM OUT CONCRETE OF PLANE yT f 3 OF PLANE .... ...... (ON GRID 5) RE:DETAIL 4 ON 6 12 5 TYP. 67.1 RE:PLAN dk TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE 220'-0" TOP OF h CONCRETE TYP. TOP OF CONCRET • • • ==-=t Aki RE:PLAN (ON GRID G) RE-DETAIL 12 ON 91.2 1,2 RE : PLAN TOP OF CONCRETE TOP OF CONCRETE -4- A CEE (ON GRID G) RE-DETAIL 12 ON 572 RE:PLAN TOP OF CONCRETE • m (ON GRID <) RE-DETAIL I ON $1.2 RE :PLAN TOP OF CONCRETE (ON GRID G) RE.DETAIL I ON $1.2 RE= PLAN OIL 220'-0.1 TOP OF CONCRETE RE:DETAIL I ON 51.2 RE. PLAN RE; PLAN (ON GRID G AND <) RE-DETAIL I ON 51.2 V NO. C> CD 01/01/04 PROORE55 SET LLJ 25% CO SET < 0 Z 0 ' 0 10/12/04 PROC-RESSSET a 11/05/04 RECORD PERMIT SET H u Z RECORD PERMIT5ET 1 01/14/05 < O M > ASI #4 . .. .. 4 A51 #1 L V- %0 en 0 );�REVISED PERMIT Z < t 0 I , V') Ln -i O.Lo CO CO - r C 1 0 - %.� t !� Lij V ) w t V) ::) GV < w cC L) - 0 X z LLJ Q 4t t w < < c: o 14 M 00 z < c m V) — LLJ Lu ui ::E rn 0 r- cin co co co 0 V- cri to -d - a 2 U a I all co LL- 4) > cd CD 4) M Lu co a w "T c Lu Z 0 C3 SEAL N , o I, 0 t; 'fee 155UED FOR: NO. DATE COMMENT 01/01/04 PROORE55 SET 0&/02/04 25% CO SET < 0 155UE'E' 0 ' 0 10/12/04 PROC-RESSSET a 11/05/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT5ET 1 01/14/05 < 1 > ASI #4 . .. .. 4 A51 #1 155UED FOR: NO. DATE COMMENT 01/01/04 PROORE55 SET 0&/02/04 25% CO SET E Oq/01/04 155UE'E' F 10/12/04 PROC-RESSSET a 11/05/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT5ET 1 01/14/05 /2\5TEEL PACKAGE 1 02/11/05 03/16/05 ASI #4 . .. .. 4 A51 #1 L 04/05/05 );�REVISED PERMIT SET RE:PLAN RE:PLAN 3 TYP' KEY PLAN RE: PLAN TOP OF CONCRETE RE-DETAIL 4 ON $12 z 0- tii TYP RE: PLAN TOP OF t \ CONCRETE IL 12 BRACES 51,1 RE-.PLAN PROJECT No. DATE 0 11 6400 7-15-04 —TOP OF DRAWN BY CHECKED BY CONCRETE TJM HS (ON GRID <) SHEET No. (ON GRIDS E5 AND E) S9.1 RE-DETAIL I ON 512 OF TOP OF CONCRETE " TYP 210'-C" TOP OF CONCRETE z (L IY 2oo TOP OF CONCRETE TOP OF it CONCRETE TYP. TOP OF CONCRETE TYP. TOP OF CONCRETE z 4 A 0- IIA TOP OF lk CONCRETE i w a, 0 ar vs 1;R)4 C EE 2 - 1 (ON CzFRID T) (I SO) RE: PLAN RE: PLAN RE. PLAN TOP OF CONCRETE TOP OF li CONCRE TE BEAM OUT OF PLANE TOP OF l CONCRETE BEAM OUT OF PLANE f TOP OF li CONCRETE TYP. TOP OF CONCRETE BEAM CUT 77/ OF PLANE z A IL tii Sim. 220'-0" 1 f TOP OF li CONCRETE IL Ill TOP OF li CONCRETE • 220'-0" TOP OF CONCRETE Sim. (10'\ TOP OF li CONCRETE C--- t= 2 1 (ON GRID 6) Sim. 220'-0" t RE.- PLAN TOP OF CONCRETE f5f;;;�AC��E 23A (ON GRID 5) PLAN TOP OF CONCRETE (ON GRID a) (ON RE.DETAIL 3 ON 5"1.2 (L TenP OF CONCRETE Sim. TYP TOP OF B CONCRETE BEAM OUT OF PLANE 210'-0" TOP OF CONCRETE BEAM OUT OF PLANE 1w , o TOP OF CONCRETE TRAN6FER BEAM OUT OF PLANE Q A IL 230'-0" TOP OF if i CONCRETE TRANSFER BEAM OUT OF PLANE (ON C%RID r*l) RE.-PLAN 7, (L -• 230' -O "' PL AN N 2BO'-O RE. TOP OF CONCRETE (ON cZRIlI:> 6) 10, • r -5EAN OUT OF PLANE • QI P� TOP OP CONCRETE . will, W, - 19 O L ISO'-0 TOP OF CONCRETE TYl-,e5 1)w TOP OF CONCRETE Vol RE: PLAN L RE: PLAN 1 F- WWN !Ws Uo No. 8 8 Z *-9 %-? PRO67RESI5 5ET 06/02/04 25% CO SET t4 C> 09 /01/04 LLJ U Z F 110/12/04 PROGRESS 5ET 67 11/05/04 z H 12/13104 RECORD PERMIT SET th Lo 01/14/05 u < --i CL O .Lo 0 I ES 01 72 ' = O:�5 05/16/05 tA LLJ oe q; — --, C a s U- 04/05/05 V)D u0 < co u uj to u -2 F- < Z u 12 s < L Ine. < < to So Z < c U c 4 to , Li ua LAJ cu LLJ L&J C co 00 0 o ck C L oo, 0 > u N i m < U- U 4) U., > c ? 4) CG x m 0 "It c o M ui LLJ CL Z -j > 0 of I t; :z SEAL 0 db ISSUED FOR: No. DATE COMMENT 01/01/04 PRO67RESI5 5ET 06/02/04 25% CO SET E 09 /01/04 15eUE 'E' F 110/12/04 PROGRESS 5ET 67 11/05/04 RECORD PERMIT 5ET H 12/13104 RECORD PERMIT SET 01/14/05 /2\STEEL PACKAGE 05/16/05 A51 #'I L 04/05/05 /5\pr=vi--,Eo PERMIT 5ET <E'r PLAN N 1c, 0 0 O 4 (D O O i s co O O Z Fj of O O cb O 5ASE Fl-ATE SCNEDULE COLUMN TYPE PLATE &KETGH PLATE 51ZE NOTES 2 1/2 1 - 2 1 21/2" C:2 T�4fRU t -1 I" X 1'-2" X " q" NITH (4)-,5/4" <P X 10" EXTERIOR COLUMN ON FOUNDATION ANCHOR BOLTS HALL ONLY RI C4 7% m _ ..;2 .1 100 1.0 -I - �- - - K_ THF;�U I" STEEL BASE PLATE NITH 10" EXTERIOR COLUMN ON FOUNDATION I I I ANCHOR BOLTS k4ALL ONLr ANCHOR BOLTS f f I I 4 1/2" 4" 1 1/2 2 1/2 2 1/2 ;2 2 1/2 ( i I QTJ f ALTERNATE BASE PLATE FOR WALL STEP ON FOUNDATION MALL. c: - ry THRU I" STEEL EASE PLATE WITH (4)-3/4" <P X 10" EXTERIOR COLUMN ON FOUNDATION ANCHOR BOLTS WALL ONLY 1-%3/4" X 1*-6" X I'-&" WITH W-5/4" 0 X 10" ANCHOR BOLTS "y ry 5ASE PLATE 6CNEDULE COLUMN TYPE PLATE S<ETC►4 PLATE 5 1 z r=_ NOTES 4" 4" [ 10 J C:2 1 1/2 x 1 x 1 WITH 0 X 10" ANCHOR BOLTS C4 5„ 5" ..;2 .1 100 1.0 -I - �- - - K_ I I I 1 1/2" X V-2" X 1'-2" PqITH W-5/4" 0 X 10" -�-_ _ ANCHOR BOLTS 2 1/2 ALTERNATE BASE PLATE FOR WALL STEP ON FOUNDATION MALL. T ' 1-%3/4" X 1*-6" X I'-&" WITH W-5/4" 0 X 10" ANCHOR BOLTS T 6 1 X 10