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12-86 4OF7-0220 1 2 3 4 5 6 '7 8 9 10 11 12 13 14 15 16 17 18 N Q 11 ¢¢¢ 3 = m m m ° IIII I I I I I I I I I I I QI 1 ^ 36 -62 313­63 313-64 3B -65 3B -9 B -67 36 -67 3B -68 3B -69 3B -7 3B -7 3 -7 3B 84 5 2 I 3SB -82 3S6 -82A �\ 9' 41'8' Eg'- 10' -2" 8' -6" 8' -6" 14' -2' 13'- '¢ 9' -6" 8' -6" 8' -6" S 4 3SB =75 - I SB -76 - (S -77 3SB-7 -I �S6A79 3 E B -81 I _ _ , I I � ° I (3 I \ 11 I - -- - _ - - -- -_ -- - - --=4 m � m " 24 1 0 1I!I N I cn �r EYE BROW LOW 6 j SLAB v M m L M 4012' T. &B - - I (SEE SECTI ) . S GG N 8" THK SLAB PLANT 10 3B 73 n 3B 74 313 75 cD / 1 III �I I �I 1 11.1 1 - - 00 o m m \ W/#566' T.& B. P.0 JOISTS rn 0 00 m I I c' I I M W. STAGG. 1 9 SS N g age. °° Q Q m 1 o) I es 11F 02 3BB 2 3 I I ( \ / / / - DN. DN. S5.08 ml I I I �01 II I ° - - - 33 P =8� 3SB -86 3SB -87 - 3SB -88 - 3SB -89 3SB -90 - 3SB -91 _ m 4 rn SHEARWALL AT M 12 - - _ - 3SB -84 -\ �3S - - - - - =1 - - - 3SB -95 "' I j STAIR -A6 I - m 3 - "V IF \ 1p / � m II III s5.09 I� _ MI I cn 8 CONC. L 0 o � i o WALL BELOW. I `- `y 3BB -2 DBL -TEE ° I I I I \356 o �i 12.4 m m rj \ \ 0� v o_ / I I M SE NOTE No.13 cn cn o i( ° I I N j /- 3SB -98 3S6- I I m I SEE NOTE No.6 ml I n12.5 �,l -- 0 I 0) � (I �I �Se. III I "' N " XP IT V1401 13 2 5.03 5 IL J is no KIM G ME o0 A LY HANGERS ¢ D.9 ° \02 I/ o 0o m m I I I m I I `n rn (S DETAIL) / o �� � I I I P.C.JOISTS i P.C.JOISTS P.C.JOISTS P.C.JOISTS N N P.C.JOISTS 13S6 1 108 ° S/� / 3Se C I m I m m I I �I IN � m� 3SB -1 C�4 3S -1 3SB -106 LSI3 07 3Se �Q �"� SF \ /0\ / �0 M I I I I I M M 3B -37 N N B. // 14• THK SLAB rn rn I II I ° 0 8' �' / ^off / i W/# 10" T.& B. - I SIL 103 PSF. I m Im SE OTE No.12 I E.W. STAGG. � I m N I m cn M DBL -TEE I I I I I I F• 3\ ���/ ,4., I M I T I M I 5.01 - .4 I I I 2 II S5.04 o 011 III 1 I / \qM� 4�'0" //� H.5 N m I III I I V) I S5.01 QII III �/ G.3 4� 3Se,\ //� I II L_____ -- �- 1 \ \ / TS l/ 1 �/ ?', ? ' SIL 123 .8 \ _ / C 3 e ' 4„ H. I 13.7 o mi 3SB -113 S5.10 3SB =114 3SB -115 IL 44B-1 G'V // \ o I I `Y' N i EEO qM \ o I �I I I \ m m I I 3 m1 I ml m m EXP. JT. _ \ \ qM C9, \ ee* 28•, o_ SEE SHEET A -3.02 FO �� '� 3B -86 m _ 3B 81 - 28 \ ,6 q 3 8" 3B -8' �I 36_83 C \ \ �// / I STAIR FRAMING. p C� x _ -Bt II o II II I lM��29 1 � p.. �.9 °' 1 I �\\\ S5.1 7 \ ll l See N m . N; _ I d l m SHEARWALL AT 3 " STAIR B 1 � o 503C I e,9 s5.02 7 I m _ DBL _ TEE 9 o .o I III i 5.03 16 17 14:7 � " � //� � � � m � 3ee* - \qMC gMCB SS m/ v' 3 I , al® m I \ 8 I I I I I I 11 3SB -122 9 ^ � � I� $ N � 8 1 / \ 'o 0) S5.03B SUP -IMP. LOADS - - - 3 -121 ^ PC %/ \ \ l \ \l AMCB, SS 1S 3BB* a S5.03B 55.036 125 P F. 11 3S6 118 - 3SB 119 120 I� - \ STS \ pC ✓0 /Sr \ \ \8 mll M cmn cmnl I I _ X - X \ MC l S 11 \ \ \ "l 3BB* to m -8' 0. 3CB -* CO cn T °° I� ' .. �n I I \'yCB� \ \ AMC cD P \ ill �/ / 15.1 _ 3BB* 3BB* v` DBL 24" IST. 3SB -228D \ \ \ \ �// TS / I �- 3SB -228C DBL -TEE ¢ ¢ a \ AMCB, / / I m I ° N CL m I I �8 �M�B,B P L0I � _ I I m SIL 103 P.S.F. I I I I I I M \ ,3Se\ \ \\ C.'/I co I I IM M B -12 -I 3SB 26 3S 127 3SB -128 I �p4 \ Cep, \ l l \ l ml m I I o cn - 3SB ►124 - - 3SB 125 _ � h - 1L -1 I \\ 8_ l \ l Cn I V, M - I I co m (I °° ° 3BB -24 a' S.9 IT - - - � �I 1 3\ /0� � \ PC Jp /STS "�I "� r� � m m R DBL -TEE I cn co r _ a0 cn ` / I I I m' cn m I I It m m I I I I I 3Se\ Mme/ I M I I cn SIL 123 P.S F. m 386- 5 1 M Ilu iL \�UUL NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207. (317) 636 -1600 L rN THE COMJl AS CCU 'ANY 1111 Lincoln Road Mall Suite 510 Miami Beack FL. 33139 (305) 532 -0433 - J A I--I I o F=•I T 3SB 11 0 III III MII mi - - ¢ I I ¢ �I I I I - m1 I - \ I I I I I ( I 7 C14 STAIR B -2 SE l 3B- M w � o - L L B B -8 3S13- 29 3SB -130 3S12 3SB -1 AMCB -10 CB -10 AMCB -10 16•S 1 - In DBL -TEE I AMCB -13 AMCB -10 - o0 00 00 0 N 3SB -131 �[ I I C - - - - - - - AMCB -10 rl I r co �I I co I \ / 3CB -1 P.C.JOISTS co - - - - co I o I I I I I I I °° mI °D �n ca m I I 1 m m m I SEE NOTE No.12 11 N �II X11 NII �I I m I ,I m Im m I N M 1011 mI I V _ , �* co 1 0 1 1 olo ,� P.C.JOISTS m P.C.JOISTS m) P.C.JOISTS M M I I I I I to �,� I v CM) I �I I SHEARWALL AT �I AMCB -5 SEE NOTE No.6 I ( � I / a M C 0 STAIR - B2 M - - , AMCB -5 - - I AMCB_11 - AMCB -11 6" HK. SLAB I I I I (I m 3CB -1 / ¢ - ¢ ¢ WALLS END AT EL. +40 -5 - - - - U) • I 11 11 • .� .• x 11 - �'' sit r� .. .. �� • (n SHEARWALL AT,,- I U) ,. .. I STAIR - 133 �. a '•. In MESA ........._.....«._..._.... ............... .....................- ......... ...............__........ ........................_....._ _..._._ ._ - arm �s I (SEE SEC • u �; • '10 �� i Snmmnnnmaumwmnn•mnn Innumunnmunuaunnwnnnnr'��1� ,• .„., :: • • - •• �� I'J J .. .. �• a .. .• .. .. ' iilllOiill,�A 3BB-11 �_ :. - _�.-.: ?;°fit �� r :a. r��r:,•.,.,s ► _ ".�:......"ss::��:"mm.R�F -! ..... �....:�:•...• r..••.., #� i -= �� :_:_ - s -- �� • 505'- 292'-7" 1' 99' -5 1 A A.1 OB C (I E F 6 G H 12 3 I 5 J K K.1 L M 16 N 0 9 P ® Q S5.03 S5.04 S5.03 S5.03B S5.036 S5.03 S5.03C R) (SHS.1 KEY PLAN D aRUU�clvRa • mvcn�rs�Rnac PLANNING•INl'SRIOR DBSIGN 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 EAA 2 S5.10 EB 0002354 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. _F1 FL. REG. NO. 19673 NOTES: v jk +40' -5" ISSUE DATE -o -o T.O. SLAB c ' REVISION DATE 08 -07 -96 6 "CONC. SLAB w/ WAY - 1. THIRD FLOOR SYSTEM CONSIST OF 4 1/2" CONCRETE SLAB 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 D -o Z c0 ®1 & .4 ®18T T P (REINFORCED WITH #3 © 12" O.C. E.W. CENTERED.) .w PROVIDE 1 CLR. FOR REINF. B OVER 16 DEEP DOUBLE TEES OR 16 PRECAST PRESTRESSED 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 JOISTS. (U.N.O.) BS303 -RT DRAWING TITLE 12 "X16" COL. W/4 #9 VERT. REINF. SHEET NUMBER A SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF 10. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. & #3 ®12" TIES. EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. X 7 11. FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL 2. SUPER IMPOSED LOADS (SIL) 130 PSF EXCEPT AS NOTED. NOTES ON DRAWING S8.01. S5.04 3. FIRE RATING 2 HOURS. +32' -0" 12. TEMP. & CRACK CONTROL REINF. W/#3@12 "X6' -0" LONG TOP C PARTIAL OOF FRAMING PLAN 4. TOP OF CONCRETE SLAB ELEVATION EXCEPT AS NOTED. STAGGER ENDS V -0" (TYP. AT ALL SOFFIT BEAMS) AT STAIR B2 5. ELEV.O' -0" = ELEV. 11.00' NVGD. 13. TOP SLAB REINF. #3 @ 12" X 6' -0" LONG. 6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING INTO SUPPORTS. 14. SEE AMC STRUCTURAL DRAWINGS FOR LOCATION OF EMBEDDED 7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING BASE PLATES SUPPORTING THE THEATRE FRAMEWORK. CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS. AND LOCATION OF CONCRETE FILL SECONDARY POUR. THEIR ADDITIONAL LOAD (840 LB /LI. FT.) IS IN ADDITION TO THE SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL NOTES (SEE DRAWING S -6.01) B PROVIODE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION. PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND. BLDG. A/B PARTIAL THIRD FLOOR FRAMING PLAN TO JOISTS DIRECTION. SCALE:1 /16 " =1' -0" A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 R) (SHS.1 KEY PLAN D aRUU�clvRa • mvcn�rs�Rnac PLANNING•INl'SRIOR DBSIGN 15 16 17 18 OF 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 EAA FAX (305) 666 -4994 0002416 EB 0002354 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 r�0 ::.. v ISSUE DATE -o -o c ' REVISION DATE 08 -07 -96 - PRICING DOC. 12 -10 -96 -o Z 0 02 -12 -97 - U .w _o B CADD FILE NAME BS303 -RT DRAWING TITLE BLDG A/B 3rd FL FR PL SHEET NUMBER A B -53.03 15 16 17 18 OF