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12-347-019r 5 /s "+ CDX PLYWOOD WITH 106 NAILS *4" c/c ALL SUPPORTS. PIGGY BACK TRUSSES *2411 c/c -IURRICANE STRAP BY 51MPSON MANUF. MODEL " ITS16 *2'- 0 "c /c. WITH 1 -10d NAILS EACH - ONNECTION. ROOF SHEATHING TO REMAIN TYPICAL PIGGY BACK TRUSS A ANCHORAGE DETAIL. S -3 SCALE : 3/4" = 1' - 0" GONG. TB REIN =. SEE BEAM SCHEDULE ADD *3101 * 4' c /c. TOP OF CONIC. rye TIE BEAM 9 STANDARD HOOK BLOCK ADD 2 05 BOTT. FOR 8' WIDE 5115. WALL ADD 3 Wo BOTT. FOR 12' WIDE BMS. AND EXTEND 6' INTO WALL EACH END Is- WINDOW OR DOOR OPENING 8.1 TYPICAL CONC. LINTEL DETAIL B ABOVE WINDOWDOOR OPENINGS, S -3 N.T.S. CAST-IN PLACE CONCRETE LINTEL SCHEDULE WIDTH HEIGHT CLEAR SPAN IN FEET REINFORCING REMARKS TOP BOTTOM 75is" 75115 UP TO V -0" 2 04 2 04 *2 TIES* 8 "c /c 1'sia" -1312," 3' -0" TO 5' -0" 2 45 2S *2 TIES * 4 "c /c 19411 12" 5' -01' TO 8' -011 2 $5 2 *5 03 TIES * 4 "c /c Q ti � U A Q LAP SPLICING SHALL NOT BE LESS THAN THE LARGER BAR. FOOTING SIZE 4 RE INF'G, AS SCHEDULED. STD. SO* HOOK COLUMN SIZE, REINF'G, 4 CONC. STRENGTH AS NOTED IN COLUMN SCHEDULE - FOR COL. TIES, SEE TYPICAL COLUMN DETAILS. x x x STD. 90• HOOK _ H 2' TYPICAL CONCRETE COLUMN AND FOOTING DETAIL N.T.S. CONCRETE COLUMN SCHEDULE MARK 0000 ••i • • 0000• iM.V VERTICAL TIES • i » u • • Y • Y *3 © 10 8" c/c No. ••• ••• • U • •Y•• • 4 03E] * 8" c/c 2 *5 CONT. INTERMEDIATE BARS, 8 "x26" •• ' •" Y 030 8" c/c * 10 "c /c SEE BEAM SCHEDULE 8 "x13" • 030 811 c/c 3 S 5 8 "x16" 6 *5 030 • 8" c/c • 6 "c /c PROVIDE STIRRUPS 8 "x1011 STIRRUPS AS SCHEDULED, 03 EJ * 8" c/c 2 % i» • ... AT ENDS OF SPLICE. -105 11 %' COVER ALL SIDES • 6 "c /c TS 811x12 "x12" 6 *5 CLASS '15' 2 *5 . Y • i » • • • Y » • • . N • HOOK TOP AND SPLICE L CONTINUOUS 'TOP" BARS ; " •' • +10' -8" • 0 0 BOTT. BARS AT O8 °Xg" 1 03E_-36 811. C/C • 6 11c /c .9 R5-6 • ry • DISCONTINUOUS 2 #5 2 *5 03 © b "c /c S1611x16" 1 RB --I 405 03 © * 12" cic MASONRY COLUMN 2 "5 s3 El .06"C/0 RB -8 +10' -8" 8 "x14" 2 *'1= SC 1 811X811 2 -- ENDS. ' 40' -0" LONG •. 051/211 A50VE OPENINGS, BALANCE *12 11c% RT5-1 +8' -2" 811x12" 2 *5 2 *5 03 © 4 * 12' E.E- BAL. • 45' c/c RTB -2 +10' -8" 8"x12" 2 *5 2 05 03 r] 4 • 12' E 5 BAL. * 48' c% RAKED TB 8 "x1211 2 •5 2 *5 CONT. 'BOTTOM' 03 © 4 * 12' E.E. RAKED BAL. • 48 cIc TIE BEAM BARS END COLUMN (3) 03 TIES CLASS 'B' * 3'c /c SPLICE CONCRETE COLUMNS, GANTILIVER SEE SCHEDULE TYPICAL BEAM D I A G R A M - TOP BARS SHALL BE SPLICED WITHIN THE MIDDLE 1/3 OF THE SPAN CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES S I g "x12" 4 "5 *3 © 10 8" c/c No. TC 2 8"X18" 6 *5 03E] * 8" c/c 2 *5 2 "5 8 "x26" 6 1'�o 030 8" c/c * 10 "c /c TC 8 "x13" 4 *5 030 811 c/c 3 S 5 8 "x16" 6 *5 030 • 8" c/c • 6 "c /c 6 8 "x1011 4 *5 03 EJ * 8" c/c 2 % tG 1 811x12 "x1811 -105 03 ©* 8" c/c • 6 "c /c TS 811x12 "x12" 6 *5 *3 P • 8" c/c 2 *5 2 *5 03 © 12 11c /c 6 05 INTERIM. RB -5 +10' -8" 16 "x16" 3 *5 O8 °Xg" 4S 03E_-36 811. C/C • 6 11c /c R5-6 +10' -6" 8 "x16" 2 #5 2 *5 03 © b "c /c S1611x16" 1 RB --I 405 03 © * 12" cic MASONRY COLUMN 2 "5 s3 El .06"C/0 RB -8 +10' -8" 8 "x14" 2 *'1= SC 1 811X811 2 -- STARTER COLUMN ' 40' -0" LONG •. 051/211 A50VE OPENINGS, BALANCE *12 11c% I G s3 C M T T3 TTC SG 1 811 411 i Z TC 10 MC I D 411 811 *3 © *8" c/c FROM EL. 8 8' -2" TO EL. 10' -8" _= ADD 2 S x5' -0" LONG _ AT TOP T TG 7 COLUMN BAR - ARRANGEMENT DIAGRAMS N.T.S. BEAM SCHEDULE MARK TOP O= BEAM ELEV. SIZE (IN.) REINFORCING STIRRUPS REMARKS B T C E No. SPACING q +8' -2" 8"x24" 2 *5 2 "5 *5 *48' c/c 9 GAGE JOINT REINF. *16' c /c, 03 © * 10 "c /c 2 "5 INTERN. 4 *5 TOP 4 BOTT. SHORT WAY. 3 05 TOP 4 15077. LONG WAY. +10' -8" 16"x16" 3 S 3 �5 05 *32' C/C F -3.5 "3 © • 6 "c /c F -35(8) +10' -8" 8"x16" 2 % 2 #5 4'- 011x4' -0 "x12" 5 *5 TOP 4 BOTT. EACH WAY. 03 p • 6 "c /c RB -4 +81 -2" 8 11x42" 2 *5 2 *5 03 © 12 11c /c 6 05 INTERIM. RB -5 +10' -8" 16 "x16" 3 *5 3 "5 03 © • 6 11c /c R5-6 +10' -6" 8 "x16" 2 #5 2 *5 03 © b "c /c RB --I +10' -8" 8 "x16" 2 *5 2 "5 s3 El .06"C/0 RB -8 +10' -8" 8 "x14" 2 *'1= 2 "'i= *3 p * 512 "c /c =► ' 40' -0" LONG •. 051/211 A50VE OPENINGS, BALANCE *12 11c% RT5-1 +8' -2" 811x12" 2 *5 2 *5 03 © 4 * 12' E.E- BAL. • 45' c/c RTB -2 +10' -8" 8"x12" 2 *5 2 05 03 r] 4 • 12' E 5 BAL. * 48' c% RAKED TB 8 "x1211 2 •5 2 *5 03 © 4 * 12' E.E. RAKED BAL. • 48 cIc TIE BEAM FOOTING 6CHEDULE MARK SIZE REINFORCEMENT REMARKS WF -16 16 "x12" 2 05 BOTT. CONT. *5 *40' c/c WF -20 20 "x12" 2 w5 TOP 4 BOTT. CONT. " 3 © *48 11c /c A 5W -2 8' *5 *48' c/c 9 GAGE JOINT REINF. *16' c /c, F -2 3'- 0 "x2' -0 "x12" 4 *5 TOP 4 BOTT. SHORT WAY. 3 05 TOP 4 15077. LONG WAY. LADDER TYPE F -3 3'- 0"x3'- 011x12" 4 S TOP 4 BOTT. EACH WAY. 05 *32' C/C F -3.5 3'- 6 "x3'- 611x12" 4 05 TOP 4 BOTT. EACH WAY. F -35(8) V- 6 "x3' -4 "40" 4 *5 TOP 4 BOTT. EACH WAY. SEE SECTION 218-6 F -4 4'- 011x4' -0 "x12" 5 *5 TOP 4 BOTT. EACH WAY. BLOCK WALL SCHEDULE MARK THICKNESS VERTICAL HORIZONTAL REMARKS 5W -1 8' *5 *40' c/c 9 GAGE JOINT REINF. *16' c /c, GALVANIZED A 5W -2 8' *5 *48' c/c 9 GAGE JOINT REINF. *16' c /c, LADDER TYPE BW -3 8' 05 *32' C/C S GAGE JOINT REINF. *16' c /c, LADDER TYP STEEL COLUMN MARK SIZE BASE PLATE CAP PLATE REMARKS 5 1 HSS i4 x4 x4 1E %'x10'xl0'x8' WITH (3) -1/4'# x8' LONG HEADED STUDS F_ 3is'x VAO'x8' WITH (3) 3i4'4 x8' LONG HEADED STUDS GALVANIZED 4' 5' LTJ_1I TOP PLA TES- N.T.S. ES N.T.S. r • it a= FRANCISCO CUELLO JR. P.E., INC. Consulting Civil /Structural Engineer 141 ALHAMSRA CIRCLE SUITE 200 CORAL GABLES, FL 33134 (305) 561-0125 Reg. NO. 40081 x • INCORPORATED SARDINAS ARCHITECTS INCORPORATED AR(LIH[ 'I�f'IIRF. UR6AN•DESIGN SPACE PLANNING AA260(1 0675 AR0015567 1 R25 PONCE DF. T.F:ON BLVD. N(_7. 293 COR AT. GAB1,FS, FT, 33134 TELEPI -LONE: 305 -443 -7765 FACS1N1U,F._ 305- 443 -7791 e -m1il: saxiarCh(✓7ia I.C•m • U R E I S W V w Z UW ze W N W Dad kn W OC 40 CI'1 W W a 1wi O CL to Z W �%n urx�a OW�� LL_ �O 0 •»v O � h V0 •Z t/! W a si O Y- � w G t D RAW NCS AND SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE AND $HALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT. WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF SARDINAS ARCHITECTS, INC. Client's Information CAR .05 PE CESMC)Eb sow NW 68 5t MIAMI, FL 33166 Date 10 JAN 12 Drawn By GC —. Checked By M5 . Revisions .Project Number S412M Sheet S -3 Of