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11-1075-019GALV. PLATL 5 "x1U"x ,�/8" W/ ° ` (2)/e" ihx STEEL STUDS 5" APAIR !L1 (SLL� a SCHEUULE) 32" ° v a .. a• TYP. � /i6" d- N 6°x10" WOOD 52" GALV. r'LATE 1/2 "x6 "x6" W/ BEAM --,�- (2) 5/8 "0 THRU BOLTS 3' APART. x) L_ WOOD BEAM PLAN DETAIL SCALE: 3/4" = V -0" �I - 2%4" 8„ #3 HAIRPINS 0" 8" C.C. CX) #3 HAIRPINS 1 ' - B "� a 8" C.C. V 2, COLUMN @ COLUMN C2 COLUMN C3 COLUMN C4 COLUMN C5 COLUMN C6 y` COLUMN C7 •r, #3 HAIRPINS 8" C.C. COLUMN C8 1 -g„ #3 HAIRPINS 0 8" C.C. (X `: COLUMN C9 COLUMN CIO CONCRETE BEAM SCHEDULE MARK COLUMN FOUNDATION SCHEDULE MARK SIZE (IN.) Q REINFORCING MARK REMARKS SIZE (WxH) TIES NO. C1 REINFORCING 12" 4 REMARKS 8 "X12" LW SW CONT. TRANSV. WF -16 C2 16 "x 12" 14 1/4" 4 #5 +10' -0" 2 # 5B © ADD 2 #5x30" E. WAY, CORNER BARS WF -20 DETAIL 20x 12" #5 L.1-1 #3 Q 3 # 5B 0. C. ADD 3 #5x30" EACH WAY, CORNER BARS F -3.0 4'- 6 "x4' -6 "x24" 6# 5 6# 5 C5 8" X BOTTOM, MONOLITHIC FOOTING F -4 °0 4' -0 "x 4' -0 "x12" 5 # 5 5 # 5 C6 SEE TOP & BOTTOM EACH WAY F -5.0 5'- 0 "x5' -0 "x12" 6 # 5 6 # 5 9 #5 TOP & BOTTOM EACH WAY F -6.0 6' -0 "x 6' -0 "x12" 7 # 5 F 7 # 5 #3 @ TOP & BOTTOM EACH WAY CONCRETE BEAM SCHEDULE MARK COLUMN SCHEDULE MARK SIZE (IN.) Q REINFORCING CONT. TOP REMARKS VERT. TIES NO. C1 8" X 12" 4 #5 8 "X12" #3 © 8" O.C. C2 8" X 14 1/4" 4 #5 +10' -0" #3 © 8" O.C. C3 SEE DETAIL 7 #5 L.1-1 #3 Q 8" 0. C. C4 8" X 24" 6 #5 Q #3 © 8" O.C. C5 8" X 20 1/2" 6 #5 @ #3 @ 8" O.C. C6 SEE DETAIL 7 #5 CD #3 © 8" O.C. C7 SEE DETAIL 9 #5 #3 © 8" O.C. C8 SEE DETAIL 9 #5 #3 @ 8" O.C. C9 8" X 13" 4 #5 #3 © 8" O.C. U C10 8" X 15 1/4" 4 #5 #3 © 8" O.C. CONCRETE BEAM SCHEDULE MARK TOP ELEV. SIZE WxH REINFORCING TIES Q BOTT. CONT. TOP C E I NO. TYPE SPACING REMARKS TB +10' -0" 8 "X12" 2 #5 2 #5 z #3 El 4 ® 12" E.E. SAL. 0 48" ADD 2 #5 x 30" E. WAY CORNER BARS RB -1 +10' -0" 8 "X22" 2 #5 2 #5 0 2 #5 #3 El ® 10" W L.1-1 LLJ I Q fLR3 "C" BAR 1 1-1 3 OR 1-2/3 1-2/3 OR CANT. "E" BAR WHICHEVER IS GREAT R WHICHEVER IS GREATER TOP BAR I I I TOP BAR I BOTTOM BAR LAP 24 BAR DIA. BOTTOM BAR INTERMEDIATE REINFORCING STD. HOOKS AS SCHEDULED SPACE INTERMEDIATE THRUOUT STIRRUPS AS SCHEDULED REINF. NOT MORE THAN 1 1/2' COVER ALL SIDES THE WEB WIDTH OR 12 ", L1 I L2 WHICHEVER IS SMALLER: TOP AND BOTTOM. NOTES: 1. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA. IN MIDDLE 1/3 OF SPAN. 2. * — WHICHEVER IS GREATER. 3. BEAMS ® THE PERIMETER OF THE STRUCTURE SHALL HAVE AT LEAST 1/6 OF THE TENSION REINF. REQUIRED FOR NEGATIVE MOMENT AT THE SUPPORT AND 1/4 OF THE POSITIVE MOMENT REINF. REQUIRED AT MID —SPAN MADE CONTINUOUS AROUND THE PERIMETER AND TIED WITH CLOSED STIRRUPS. 4. "C" BARS ARE TOP BARS AT NON — CONTINUOUS ENDS. 5. "E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. 6. TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN, 7- REFER TO INTERMEDIATE BEAM REINFORCING SCHEDULE FOR ADDITIONAL BARS. BEAM STEEL PLACEMENT DIAGRAM SCALE N.T.S. N'. ADD 1 #5 CORNER BAR ® TOP & BOTT. OF BE 2' -6° 90• HOOK AT ALL TOP BARS BEAM BARS SEE SCHEDULE (TOP PLANE SHOWN) TYPICAL BEAM CORNER PLAN DETAIL SCALE: 3/4" = 1' -0" CONCRETE COLUMN VERTICAL BAK5 SEE COLUMNS SCHEDULE FLOOK ELEV. SEE PLAN C EXIST. CONC. KInTF 11 11 hI I I III —III ' 48 BAR DIA. '1= 1 =11 =1� .• IT� I CL05ED TIES SEE SHEDULE T /FTG. TO MATCH EXIST. STD. 90 HOOK COL. DOWELS MIN. 8" BELOW FINISH GRADE ° ° SAME SIZE, QTY. * PATTERN AS COL. V. SEE FOOTING SCHEDULE REINF. 5EE SCHEDULE FOR 51ZE * KEINF. . 3" CLEAR 3" CLEAR TYPICAL CONCRETE COLUMN/ FOOTING DETAIL SCALE: 3/4 "= I' -0" d- FIN° FLOOR ELEV. SEE PLAN _x REINF. IN FILLED CELL_'i i . 1 1 1 AS REQ'D. SEE PLAN i 1 =� I I =I -III T /FTG. TO MATCH EX15T. FTG MIN. 8" BELOW FINISH GRA DE... a, 4 SEE FOOTING SCHEDULE FOR 51ZE REINF. a DRILL AND EPDXY #4 BARS x 1 1 -0" 4 INTO EXISTING COLUMN OR CONC. FILLED CELL. NEW TIE COLUMN NOTE A DRILL * EPDXY NEW FOOTING REINFORCEMENT G" INTO EXISTING FOOTING. NOTE B DRILL * EPDXY NEW BEAM REINFORCEMENT G" INTO EXISTING TIE BEAM. NEW FOOTING IN I-, I NEW /EXISTING WALL DETAIL "B" SCALE: N.T.S. 8" BLOCK WALL W/ #9 GAGE LADDER TYPE HOK. REINF. @ EVEKY OTHER COUKSE 4" CONCKETE SLAB REINF, WITH 6 "xG " -W I .4xW I .4 W.W.M. ON 6 MIL POLYETHYLENE VAPOR BAKKIEK ON WELL COMPACTED SOIL. 211 Mil (TYP . ) y•o 1— I VAPOK BARRIER A5 REQ'D 1211 EXP. JOINT. STD. 90 HOOK COL. DOWELS SAME SIZE, AS VERT. REI N F. TYPICAL WALL/FOOTING SECTION SCALE: 3/4"=)'-O" 12 12.5 1 SECTION S -3 3 SCALE: 3/4" = 1' -0" 1/2"0 x l'-O" LAG BOLTS W/ 1 1/2"0 x 3/16" WASHERS (TYP.) _ GALV. PLATE 3/8 "0 x 6" x 1' -3" W/ (4) 3/4" THRU BOLTS 3 "x8" WOOD RAE T FRS' <> 24" O.C. (TYP.) xY„ x3 /„ PI_ATF (CAI V.) 8 "x 8" PT. WOOD COLUMN (TYP.) ,rY'off B 111 twig ��. riot', `lljlpfmV4) 131K U'_P !KCE3' i C 0 L U VIN 0AJL W/ (2) J/4`0 THRU DOLTS (TYt'.) NOA. FL822, 1 #f D CON s = 36966 STATE OF @: : @\= ABRAHAM ARVELO ARVELO AND ASSOCIATES, INC. .0 169 6 STRUCTURAL ENGINEERS I �� 4848 SW 74th CT., MIAMI, FL L (305) 667 -7628 CERTIFICATE# EB- 0007321 SEAL Q Q C Q )OSEply r 'Q y� - -- D AR 0013820 FRED AR�� Q �0z Q d 0 ^JCS_ O = Ln I Q )OSEply r 'Q y� - -- D AR 0013820 FRED AR�� Date: 09/28/1'l Revisions: S -3 Sheet 3 of 4 y ':J Q Lr O O z W Q 0 U F- z W L.1-1 LLJ I Q 0 N LLJ @ j @ W CD z 0 T 0 U CZ 0 u U u% Q 0 Date: 09/28/1'l Revisions: S -3 Sheet 3 of 4 y ':J