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00-0445-082la,i E ® 12" BOTTOM IN CONCRETE BEAM SCHEDULE DITION TO TYPICAL SLAB STEEL NOTED 4" 2 - #4 CONT. (T P.) ____________ ____________P.) SECOND FLOOR REINFORCING STIRRUPS (#3 U.O.N.) SEE 1 1/2" 6" , 1/2" CLR. COVER ® ALL BALCONIES " SLAB BOTT. TOP C RT TYPE SPACING NOTE MARK ELEV. SIZE(in.) REMARKS . -1 3 SLOPE 8" C.J. 8" C.J. TB-1 PLAN �MIN � 2 - #5 2 - #5* ® 48" O.C. 1.0 2. * CONT. -U TB-2 -PLAN r N 2 - #5 2 - #5* ® 48" O.C. 1., 2. * CONT. :.:.:. • 7 1/2" 4 1/2- TB-3 x 2 - #5 2 - #5 T3 #4 ® 6" O.C. 4. PLAN MIN. .J." * MIN' * STAGGER JOIST x " _. _,J JOIST TB-4 PLAN MIN. 2 - #5 2 - #5 T4 #3 ® 12 O.C., 4 ® 3 E.E. 3., 5. MARKE''C�'�-�'A"''AR0014M 6'-0" MIN. • — _ _ _ 1 1/2" CLR. COVER BEARING • • BEARING LOCATIONS " " RiO" T. COOPER, A" AR4486 1 TB-5 PLAN 8 x 16 2 - #5 2 - #5 T1 #3 ® 12 O.C., 4 ® 3 E.E. 3. 5. 2 - #5 BOTTOM SEE ARCHITECTURAL TYP. ® ALL BRACKETS 26-1 +14'-0" 8 x 26 2 - #7 2 - #7* 1 0 6" O.C. 6. * CONT. THRU 28-3 FOR BRACKET GEOMETRY BRACKET IS NON-STRUCTURAL 2B-2 +14'-0" 8 x 26 2 - #7 * ® 6" O.C. * FROM 2B-1 TYPICAL BALCONY SECTION SECTION 2B-3 +14'-0" 8 x 26 (2_- #7 * ® 6" O.C. © 6. * FROM 2B-1 = , 2B-4 +14'-0" 8 x 26 2 - #7 2 -- #7* ® 10" O.C. * CONT. THRU 2B-6 ° SCALE: 3/4" = T-0'• SCALE: 3 4 — 1-0 " » 2B-5 +14'-0" 8 x 26 2 - #7 * ® 10 O.C. * FROM 2B-4 ° 2B-6 +14'-0" 8 x 26 2 - #7 * ® 10" O.C. * FROM 2B-4 04 4 - 3 » 28-7 +14'-0" 24 x 24 4 - 5 4 - 5* ® 10" O.C. * CONT. THRU 2B-8 o 1 STIR PS ® 12 O.C. # # O 2B-8 +14'-0" 24 x 24 4 - #5 * ® 10" O.C. * FROM 2B-7 5'-4" 20'-8" 5'-4" �! V tip 2B-9 +14'-0" 24 x 24 4 - #6 4 - #6* ® 10" O.C. W M W 3 2B-10 +14'-0" 12 x24 2 - #7 2 - #7 ® 10" O.C. i� ~ o. In O SIM. p 2B-11 +14'-0" 8 x 18 2 - #7 2 - #7 ® V O.C. 0 O � 0 a n �,�? TYPICAL TIE BEAM 2B-12 u' -10 2 x 22 1/2* 2 - #6 2 - #6* ® 10" O.C. * CONT. THRU 2B-14 / % V I `�`� 0 O i ���� I ® STIRRUP CONFIGURATION 2B-13 u ._ " " 2 - 6 * ® 10" O.C. * FROM 2B-12 W a' J © 'n a 10 1 2 x 22 1/2 # , x W » » -;----- � 2B-14 u ,_� t 2 22 2. 2 - #6 * ® 10" O.C. * FROM 2B-12 _ 4 THICK x 18 HIGH _ _____ O3 I L at U. u" CONCRETE WALL O3 00 26-7 26-8 °° 2 - #4 x 6'-0" d N 2B-15 ,_10 2 12 x 26 2 - #7 2 - #7 T3 ® 6 O.C. * CONT. THRU 2B-18 V 0 00 W/ #3 ® 8" VERTICAL N co ® SLAB MID DEPTH 2B-16 u� ,_ " 2 - 7 * T3 ® 6" O.C. * FROM 2B-15 �& HORIZONTAL ® #5 ® 10 TOP (TYPICAL) , ;0 2 x 2 2 - # » - O v !- 00 W � ?72 2B-17 �� 2 2. 2 #7 * T3 ® 6 O.C. * FROM 2B 15 su x 12 NOTE: o O CL °j ____ ___ °I° SUBMIT SHOP DRAWINGS 2B-18 +14'-0" x 22 2. 2 - #7 * T1 ® 8" O.C. * FROM 2B-15 04 z O 0 o FOR STEEL/CABLE " " N O O N GUARD RAIL 2B-19 +14 -0 8 x 18 2 - #7 2 - #7 T1 ® 6 O.C. ® V 4" 4" 4" 1 ® �o ~ 8" CONCRETE SLAB 1t_0" r o •�� 1,-0" NOTES: Y 1 � '� 1° of W/ #5 ® 10" E.W. m i m 3 #5 ® 10" TOP M � '� °J BOTTOM 3 N____� 2B-9 • N O I x 12'-0" 1. ADD 4-#3 T1 ® 12" O.0 ® EA END, CORNER, OR INTERSECTION - DETAIL A/S.2 CO O In ••• - __ ° . 2. DROP BEAM BOTTOM TO TOP OF ALL OPENINGS & ADD 2 - 5 BOTTOM ,� O , r .. _'_a, ® I DROPPED SECTION TO EXTEND 8" EACH SIDE OF OPENING - EE BEAM �''� ,N #5 ® 12"N, I 1 ° TO TIE BEAM REINFORCING SPLICE DETAIL SHEET S.4 �. .r la.....,� �r •• W _ I 3. EXTEND UP LEG OF STIRRUP T4 `�, °�° i x 2' 2 2 mi i N 1 2 '� 4. BEND VERTICAL LEG OF #4 DOWN TO FORM TOP STEEL OF BALCONY W C14 DETAIL Q 5. ADD 1 - #5 E.F. ® BEAM MID-DEPTH -2B�10- - N STIRRUP TYPES © 5'-6" 6'-0" 4' 0" '.�-ap 41-8" 1'-0" NO SCALE 8 ,'�.8.1` 8 a� ..,8 � .... ° o 6" CONCRETE SLAB j ==-�' © j �- ® 6. EXTEND EXTERIOR END TO SUPPORT BALCONY #4 co W/ f 4 ® 8" E.W. C14 1� o■ w/ 2 - #7 TOP & BOTTOM & #3 STIRRUPS STIRRUP ® 6" IN CONFIGURATION OF SECTION 3/S.2 BOT OM . .... ..I j '-° I 11 im� ®� i T1 T2 T3 T4 U2B-11 O TB-1 +8'-2") _-_ N �x DENOTES 1 - #5 ---- --- - IN GROUT FILLED 1 n �' "" """ ° j 1�1 All N BLOCK CELL (TYP.) 1 I i m1;12 I: 2 0 N 8" C.J. + 2B_12 1 12B_1 _ 1 1 2B_14 I;I .. 4'-6" O.0 N .......Im.. 1 I 1 1 ^ O1 1 TB-2 " I I ..TH NEDI �LAB TO.B."., i 8" C.J. O(+13 0 ) QD THIS AREA O -t�- c®� ' I °I I I N I:I N 3 W < O LLA V 4 4 4 � cG CD ca - m ' N U W m ~ i SLAB TO BE 1;I _ ... -» o P� W U. 3 CONC. SLAB I U ' u- 1 I w/ #3 T 12" O N!;I » O E= �D 5" CONCRETE SLAB SHEET S.4STAIR REINF. � � � II E.W. BOTTOM _ W 8» C.J. " N I;I 8 C.J» .. .......... . N w/ #4 ® Y2" EW. BOTTOM Z mmmacr- V I+®4'-6 O.C. — I 4 _6 O.C. I Z " cn 1 I 1, m +1 -2 - h O -------- I I I ....................... N............ .... II tn 4 1 1 s;I o TB-1 • ••••••••••• • 'iJ L' .J..i.i..i __ ---------}J• 1'I __ ----- -- �1 II I I I ,�• 1;1 Z I I I ............. TT 11 .... I 1 4 1:1 44 4 -- I +0'-0" +0'-0" 8' -- ' 18'-8" ' s" 15'-8" ► I '-� 15'-11" O Q -- i 1 OWN I TTT I F - . TI I 7Tl ITT- —1 IT— O F- O � *SEE ARCHITECTURAL III III III III III III � � I I I I li I Ca= I i l l DRAWINGS FOR SLAB 1 1 m 1 i im Ell ELEVATION 1 I NI:�J TB-2 -_-_ I� — 5 ® 8 -- # L" I i 1 i ii X (+14'-0") � i I T— -TTI DOWELED ca 1 I 1 11 1;1 I I I OWN _ INTO WF-24 r O jl I � I 4 II TB-1 II I III III III 1 1 I O I l O O I i O O ® LANDING) I I I III - AS SHOWN - -- ( .......................... ........................... TB-1 �- 00 4 T 2 (H-14'-0") �--- TB-3 (+14'-0") TB-2 O \ Tr`-c 4 ) N UNINHABITABLE " u G- 3 , b N SPACE • • • 28 MATT FOUNDATION WF-24 SEE Nti . GARBAGE ROOM ROOF SLAG SEE SCHEDULE SHEET PLSN 15'-4" �" 3'-8" 6'-5" 17'-0" 9'-2" SCALE: 1 8 = 1'-0 Q NOTE: 8" MIN. CONC. LAB 1 HOOK ALL REINF. w/ g5 ® 6" BOTTOM (LW) ® EDGE OF MATT ® IEE 12" BOTTOM (SW TYP. STAIR REINNF. o�r� 09.15.2000 SHEET S.4 Joe NO, SECTION SCALE: 3/4" 0� owN BY: V. N PRECAST CONCRETE JOIST MANUFACTURER NOTE: ' CONCRETE JOISTS TO BE DESIGNED FOR THE '��fy.�•r� cwt eY� �+a�• ch..t SECOND FLOOR FRAMING PLAN FOLLOWING SUPERIMPOSED LOADS: Rmsloft D = 35 PSF �v �Q\ V SCALE: 1 8 = 1-0 ; w SRJC'�,COL ILLE, P.E. Q 09.18.00 L 50 PSF .,A 7531 SW 63RD COURT t SOUTH MIAMI, FLORIDA 33143 o '� i © 10.26.00 .05Y 067-6505 FAX (786) 268-7089 RC COLVILLE #40,924 STRUCTURAL 0 12.19.00