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05-930(3)-025COLUMN SCHEDULE COLUMN TYPES 0 QTY # SPACING (IN) TYPE MARKS SIZE (INxIN) VERTICAL BARS #3 TIES SPACING (IN) TYPE REMARKS Cl ( *) HSS 3.5x3.5x1 /4" - - - STEEL COLUMN C2 8 x 12 x 18 7 #5 8" O.C. - SEE DETAIL 54 - O3 - 4 6" O.C. C4 8 x 16 4 #5 8" 0. C. A - 05 8x12x21 9 #5 8 "O. C. E - C6 16 x 16 8 #6 12" O.C. - - C7 8 x 20 x 26 9 #6 8" O.C. - SEE DETAIL C8 16 x 16 8 #6 #2 ® 8" O.C. - MASONRY C9 8 x 27 8 #5 8" O.C. C - C10 - 6 #5 8" O.C. - SEE DETAIL C11 8 x 26 6 #5 8" O.C. B - C12 8 x 12 4 #5 8" O.C. A - C13 - 6 #5 8" O.C. 0 SEE DETAIL C14 8x12x16 7 #5 1 8" O.C. E - ( *) FILLED W/ CONCRETE -1 HOUR FIRE RATED, INTERIOR COLUMNS ion s° cV co =0 11 r 1' -6• C2 I 00 1' -0" 8• 1' -8• C7 N I cV 2' -4• C13 11• C10 IRREGULAR SHAPED COLUMN- DETAILS SCALE: 3/4 " =1' —O" REINFORCED CONC. FLOOR SLABS TOP REINFORCEMENT A B C B A B A Q C O ADO O MARKS QTY # SPACING (IN) TYPE DIMENSIONS A B C O - 4 12" O.C. O 12 72 - O2 - 4 12" O.C. Q STD. HOOK 54 - O3 - 4 6" O.C. OS 102 - - O4 - 4 12" O.C. O 102 - - OS - 4 12" O.C. O 12 36 - O6 - 4 6" O.C. OL STD. HOOK 54 - O7 - 4 6" O.C. OS 96 - - OS - 4 12" O.C. OS 132 - - O9 - 4 6" O.C. OS 132 - - 10 - 4 12" O.C. OS 264 - - 11 - 4 12" O.C. OL STD. HOOK 132 - 12 - 4 12" O.C. OS 144 - - 13 - 5 6" O.C. OS 144 - - 14 - 4 12" O.C. OS 228 - - 15 - 4 6" O.C. OS 156 - - 16 - 4 6" O.C. OL STD. HOOK 96 - 17 - 5 12" O.C. O 120 36 - 18 - 5 12" O.C. O 36 36 - 19 - 5 12" O.C. OL 12 36 - 20 - 4 12" O.C. OC 12 36 8 - - 24" O.C. - - -- GROUP, INC. G e H a ME EB No. 7770 CIVIL AND STRUCTURAL CONSU-L-TING ENGINgERS QUALITY INNOVATIVE ENGINEERWG DESIGN ------ - 4694 PALM AVENUE • LEVEL 2 HIALEAH, FLORIDA 33012 TEL: (305) 821 -1281 * FAX: (305) 825 -1705 PROJECT A -1 00056 GROUND & SECOND FLOOR LEVEL BEAM SCHEDULE SLAB SCHEDULE SIZE ELEV. TOP CONCRETE STRENGTH = (Fc') = 4000 PSI BOTTOM REINFORCEMENT (REFER TO NOTES ON SHT S.6.0) S — INDICATES DIRECTION OF OUTER LAYER MARKS DEPTH (IN) W BOTTOM BARS OF BEAM TEMPERATURE # SPACING (IN) # SPACING E /END SPACING (IN) 2S -1 7" +11' 1-1/2" 4 6" O.C. 4 - 6" O.C. 2S-2 7" 8 4 12" O.C. 4 2- #5 12" O.C. 2S -3 7" 12" O.C. ALONG OPENINGS 5 6" O.C. 5 +9' -6" 6" O.C. 3S -1 4" - 4 12" O.C. 4 8 12" O.C. - -- GROUP, INC. G e H a ME EB No. 7770 CIVIL AND STRUCTURAL CONSU-L-TING ENGINgERS QUALITY INNOVATIVE ENGINEERWG DESIGN ------ - 4694 PALM AVENUE • LEVEL 2 HIALEAH, FLORIDA 33012 TEL: (305) 821 -1281 * FAX: (305) 825 -1705 PROJECT A -1 00056 GROUND & SECOND FLOOR LEVEL BEAM SCHEDULE MARKS SIZE ELEV. TOP REINFORCING #3 TIES U.O.N. REMARKS W D OF BEAM BOT. TOP ADD'L S —BARS SPACING E /END 2TB -1 8 16 +11' 1-1/2" 2 - #5 2 - #5 - - 6 "/12" O.C. 6" O.C. ALONG OPENING 2TB -2 8 16 +10' -9" 2- #5 2- #5 - - 12 "/24" O.C. 12" O.C. ALONG OPENINGS 2TB -3 8 16 +9' -6" 2- #5 2- #5 - - 12" O.C. - 2TB -3A 8 16 "/36" +11' -2" 2- #6 2 - #6 - 4 - #5 12" O.C. 16" BEAM W/ 20" SECONDARY POUR 2RB -1 8 36 +12' -6" 2- #8 2- #8 - 4- #5 12" O.C. - 2R8 -2 8 16 +11' 1 1/2 2 - #6 2 - #6 - - 6" O.C. - 2RB -3 8 51/2" +12' -8" 2- #8 2- #8 - 2- #5 10" O.C. INVERTED BEAM FLUSH W/ BOTT. OF 2S -1 2RB -4 8 36 +13' -9" 2- #8 2- #8 - 4- #5 12" O.C. INVERTED BEAM FLUSH W/ BOTT. OF 2S -1 2RB -5 12 12 +13' -0" 3 - #5 3 - #5 - - 6 "/12" O.C. 6 AT 6" O.C., REM. AT 12' O.C. FROM ENDS 2RB -6 8 18 +9' -6" 2 - #6 2 - #6 - - 12" O.C. - 3TB -1 8 16 +20' -4" 2 #5 2 #5 - - 12 "/24" O.C. 12" O.C. ALONG OPN'G 3TB -2 8 16 +21' -4" 2 #5 2 #5 - - 12 "/24" O.C. 12" O.C. ALONG OPN'G 3RB -1 8 12 +20' -4" 2 #5 2 #5 - - 4 "/12" O.C. 9 ® 4" REM ®12" FROM ENDS 3RB -2 8 12 +14' -0" 2 #5 2 #5 - - 4 "/12" O.C. ARCH -ADD 2 - #5 DIAG. 3RB -3 8 30" +17' -10" 3 #5 3 #5 - - 4 "/12" O.C. - RK8-1 8 12 VARIES 2 - #5 2-#5 - - 24" O.C. - ELEVATIONS ON BEAMS REFER TO ( +) 0' -0" RELATIVE TO TOP OF FIRST FLOOR SLAB FOR ARCH BEAM LAYOUT SEE DETAIL ON SHEET S.4.1 WALL FOOTING SCHEDULE MARK ELEVATION TOP OF FOOTING WIDTH (IN) THK (IN) REINFORCEMENT CONTINUOUS TRANSVERSE (TIE BARS) WF2412 +12.22' NGVD 24 12 3 - #5 #4 AT 24" O.C. TRANS. WF1612 +12.22' NGVD 16 12 2 - #5 - MF1612 +14.55' NGVD 16 12 2 - #5 #4 x 60 "L AT 12" O.C. MF2418 +13.75' NGVD 24 18 3 - #5 #4 AT 12" O.C. (TOP) 60 112 MF88 VARIES 8 8 1 - #5 THK'ND EDGE WF3012 +12.22' NGVD 30 12 3 - #5 #4 AT 24" O.C. TRANS. WF3018 +11.55' NGVD 30 18 3 - #5 #5 AT 12" O.C. TRANS. COLUMN PAD FOOTING SCHEDULE MARK ELEVATION (TOP) SIZE (INxIN) THK (IN) REINFORCEMENT BOTT. TOP REMARKS F1 +13.22' NGVD 2' -6" SQ. 12" 3 - #5 EA. WAY - - F2 +13.22' NGVD 2' -0" SQ. 12" 3 - #5 EA. WAY - - F3 +12.22' NGVD 4' -8" SQ. 12" 5 - #5 EA. WAY - - F4 +12.22' NGVD 3' -4" SQ. 12" 4 - #5 EA. WAY - - F5 +12.22' NGVD 3' -8" SQ. 12" 4 - #5 EA. WAY - - F6 +12.22' NGVD 4' -6" SQ. 12" 5 - #5 EA. WAY - - TOM A1.4RIivu,, CIVIL, STRUCTURA REG. NO. 51562 T. RAFF CONS" 7 P u c T � 0 N R06ERT TARAFA A R C b O T E C T ROBERT TARAFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 305.876.1440 Fax: 305.876.1441 CIVIL STRUCTURAL LANDSCAPE -DESIGN CONSULT M /E /P PROPOSED RESIDENCE FAMILY LOT 59 BLOCK 1 SUBDMSION GABLES EDGE S.W. 59 TERRACE JOB NUM13M I A- 100058 DATE 05 -31-05 CAD FLE NO REVI31ON8 /SUBMSSIONS , 0 0 0 0 D 0 0 SEALS SCHEDULES MAIM W, S.5.0