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7615 SW 62 AVE ERPB-07-078-032 > .. a a 1� a COL. R. ... STEEL TUBE COL_ NOTES: 4"x4'xl/4" : :::_ MASONRY WALL REINFORCEMENT SCHEDULE I. ALTERNATIVE: PROVIDE (4) 8 GA SIDE RODS ON O.C.(VERTIGAL SPACING) DUR-O-WALL LADUR TYPE i 1 THICKNESS VERTICAL REINF. HORIZONTAL REINF. REMARKS 2.- ALTERNATIVE: PROVIDE (2) 8 GA SIDE RODS 8' O.C.(VERTIGAL SPACING) MARK DUR-o-WALL LADUR TYPE 3/16' i i EMB. PLATE 5/8' THICK ;;: :;:;;;> :;:;:. MW-I 8' » 5 'w 24" O.0 2 02 m 8' O.0 SEE NOTE I 3.- ALL VERTICAL REINF. TO BE CENTERED IN FILLED CELDS .t:.., . ..... .. MW-2 8' » 5 16" O.0 2 »2 g 16' O.0 SEE NOTE 2 4.- BLOCKS ARE t0 BE STAGGERED EVERY COURSE ELEV.+ 6'-2112' MW-3 8' « 5 g 8' O.0 2 « 2 qD 16' O.0 SEE NOTE 2 5.- VERTICAL REINF. TO BE PLACED: A)_- AT MAXIMUM SPECIFIED SPACING (SEE SCHEDULE) TOP OF SLAB MW-4 8' » 5 'm 24" O.0 2 ,12 -w 16' O.G SEE NOTE 2 B).- AT EACH BIDE OF MASONRY OPENINGS g` 13. CJ.- AT END OF WALLS AND CORNER OF BUILDING D) ICFIDLE REQUIRE REINFORCED THAN CELLS AT ACHMB E).- PLACE TIE DOWNS WHERE SHOWN ON PLANS GUTIERREZ - & LOZANO S' TPK GONG. SLAB 4-3/4'4, J BOLTS ARCH I T E C T S W/ 5' EMBEDMENT 12' (TYP) 0 2830 W. STATE ROAD 84, SUITE117 l� FT. LAUDERDALE, FL. 33312 PHONE: (954) 321 -3442 18'-8' 18'-8' FAX: (954) 321 -3864 i IF -1 8.1 4'-0' 8' REVISIONS L_ J EMB. PLATE 5/8' THICK 8'2.1 1' g' 41_8- 9'-3,V2' 8'-8' 9'-1�1' 9 -3YZ' 9'-2' 4'-10" 3/16' 36 x36 xb GONG 12'x36'x6' CONIC STEEL TUBE COL. CAP BELOW SLAB CAP BELOW SLAB F'L t COL_ 4'x4'xl/4' T5-I C 4 B-2 5-2 C-3 5-2 MW-1 C-4 I C-3 I i MW-1 TYPICAL STEEL COLUMN 5 �, �I ►A L -1 7n I 5 I I t� ` iA 6 LJ I IL.— — — — J c+1 L_. — t .0 J rtl L BASE PLATE 3/4' = 1'-0' 9 13 12 6 IIA, I II I 11A 11 11A IZ • cA ib ELEV.+ -2112 MANUEL GUTIERREZ ❑ 1Q I 0 STATE OF FLA. REG. No. 8253 SLAB REINFORCEMENT SCHEDULE tB_, ZP TYP. STEEL COL. I 7, , SEE DET. 5-12 L__ MARK REINFORCING SPACING LOCATION REMARKS 41-&N C14 N 1❑ 51 » 5 x GONT o 12' O.0 BOTTOM ADD STANDARD HOOK (AT ENDS) IQ I 3'-5' 3'-1' 2'-8' ................................................ ❑ 55 05 x CONT A 12' O_G BOTTOM ADD STANDARD HOOK (AT ENDS) i 14• 21 » 6 x 6'-0' 6' O.0 TOP ADD STANDARD HOOK (I END) ___________ .._ _.. ....._,_____,...__....,.. _.....__.........._................ - - - - 9'-0' 9'-0' - - - - - - 9'-0' - ❑ 8' 6' g 0' r �. +. r CARLOS LOZANO ® 21 » 6 x 12'-0' g 6' p C TOP I I. I - I - - iv ^�t STATE OF FLA. REG. No. 0014722 I0 � ❑ 10 » 6 x 12'-0' m 10' O.G TOP I �: I I 12'x72"xro' CONC. r 6i I GAP BELOW SLAB, TYP. © 10 » 6 x 6'-0' s 10' O.0 TOP ADD STANDARD HOOK (1 END) 3 C-2 I — — — — — — — — — — — _. ... t E 2 c-2 55 0 4xl0 -0 o 12, O_G TOP B 10 " 6 x 1'-6' 9 10' O.0 TOP . L I I 'l2'x3(0"x(0N CONIC » 10 6 or_ TOP 12'x36'x6' GONG I I CAP BELOW SLAB Q 24 6 x 12'-0' 3 r CAP BELOW SLAB , L — _ . L - 10 12 » 6 x 12'-0' 6' OG TOP 19 0 - - - 4 18 8 - - - - � 4 19'-0' L - -' I N I1 24 « 6 x 6'-0' a 6' O.0 TOP ADD STANDARD HOOK (I END) A 9 9A 9 I 9A 12 12 « 6 x 6'-m' Q 6' O.0 TOP ADD STANDARD HOOK (I END) iI I0 k� 13 5 » 5 x 1'-8' g 12' O� TOP/BOTT - - _ -- -- - I ❑- — �p- lYl 15 SUPERIMPOSED LOADS 14 5 » 5 x 6'-10' 6 12' O.0 TOP/BOTT 15 51 » 4 x 15'-0" a 12' O.0 TOP LL 50 P.S.F. 16 51 » 4 x 5'-0' g 12' O.0 TOP I DL 21 P.S.F. I SEE BASE PLATE _ (�--� DETAIL 5-12 (TYP) � ®A 14 » 6 x 12'-0' a 6' O_G TOP 3 6A 23 " 6 x 6'-0' 130 6'+101+10' TOP ADD STANDARD HOOK (I END) Y 9A 8 " C� x 12'-0' 10' O.0 TOP �� - 55 0 9 IIA 8 » 6 x 6'-0' s 10' O.0 TOP ADD STANDARD HOOK (I END) -------- - -------- S-2� � n * ADD » 3 x+12' O.G. EACH WAY ON BOTTOM OF DROP PANELS I0 3 1 4 9 CONCRETE I I w SLAB 8' THGK z z— I I tt • 9 9 9 3A I0 . a� �0 I I GAP BELOW SLAB 12'x36'xfo' GONG L DROP PANEL 12'x36'x6' CONC I I GAP BELOW SLAB 12'x36'x6' 2 1 DROP PANEL 3 i- 12'x12'x6' 18'-6, _ _ - 03 a 12' O.C. 03 B 12' O.C. 18'-8, 1B' 4' N CO E/W E/W C-2 I I I: I I •--� T I - I I I �,D cONC. BEAM _ W �..._ N i0 I - - - I c-2 TYPICAL SLAB SECTION SCALE: 114" = 1'-0" 1 I I I I a Ln u — J L - - - J - - - J L I SET CLOSED TIES 4'-8" - A 4 4 14 W �i 2' 3 0 8 O.C. 1 SET CLOSED TIES 8 I .. Q " 3 a 8' O.C. 12 » 6 VERT _.._W_...... ;._ _W-_.W.W. - N • 5-2.1 III 3 SETS STIRRUPS 2 SETS STIRRUPS . . . » 3 a8' O.C. » 3a8' O.G. tB-1 B-1 TB-1 , `^ SHEET TITLE N 1 SET CLOSED TIES o I ; — �' 14 » 6 VERT `' 3 m 8" O.C. I I m I I o ' ' � _ _ • FLOOR FRAMING PLAN `�' to ELEVATOR 12'x36'x6' CONC , 8' Z _�, 0 In 13 qr m 12 IA CAP BELOW SLAB II IIA 36 x36 x6 CONG CAP BELOW SLAB -7110-SEC. COL C-1, C-2, C-3, & C-4 SEC. COL C-4A (FIRST & SECOND LEVEL) — —:� I - 8 r — ^ — 6 SCALE: 1'= 1/4' FIRST LEVEL) SEC. COL C-4 (SECOND LEVEL) E _ —__— _ _— _ —__—_ __—__—__—__— _ _2 r5-1 i 5-2 s-z c 5-2 a 4 I SET CLOSED TIES « 3 9 8' O.C. . . . . . . . . • . . . . . • 11 L 12 » 6 VERT C 4 36'x36' 6' CONC MW-1 C-3 C-4 JOB NO.: 1 SET CLOSED TIES CAP BE OW SLAB 2 SETS STIRRUPS " 3 8' O.C. 14'-4' 14'-0' I0'-0' DATE' « 8' O.G. M SETS CLOSED TIES 3 08/18/08 12 » 6 VERT SHEET J 2,_2, I SET CLOSED TIES Z,_�,; 4 CENTRAL BARS PERMITSE�NGPN IRG�A�ERVICES, INC. » 3 a 8' O.G. EXTENDED FROM i N WEST PALM BEACH , FL 33411 Z ^ FIRST LEVEL FLOOR FRAMING P LA PH: 1561) 689-3981 S - 1 . 2 SCALE: 1/4' = 1'-0' CERT. No. EB-0006989 p SEC. COL C-5 (FIRST & SECOND LEVEL) SEC. COL C-3 (SECOND LEVEL) ALBERT P. KWAN P.E. OF PE v MARIAN[