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03-1559-069i i r • BEAM — PER PLAN #5 @10" BEAM PER PLAN - #4@12" - #508" j ---- #3 NOSING BAR SECTION AT CONC. STAIR ON SECOND FLOOR CONC. SLAB PER FRAMING PLANS #3 @ 12" x16' --0" TOP STEEL • 8" CONC. WALL WITH #6 @12" O.C. VERT. EXTEND DOWN FOR MASONRY REINFORCEMENT PROVIDE #4012" O.C. HORIZ. -------------- -- - - S" C.M.U. WALL REINFORCED PER FRAMING PLAN OR SCHED_ TYP. EXTERIOR PRECAST SLAB CONN. PREFAB. METAL — STAIRS PER SHOP DRAWINGS 8" CONC. WALL SEE ARCH. W/ #508" VERT. 1•-- DRAWINGS #408" HORIZ. 6" CONC. SLAB W/ #5012" EA. WAY - BOTT. #5012" O.C. , is HOOK TEMP x10 -0 TOP BAR INTO BEAM SEE FRAMING PLAN _ _ — — — . • r P/C JOIST P R THICKENED SLAB B -1 8 "x16" CONC. BEAM W/ 2#6 BOTT. AND 2 #6 TOP AND 14 #3 TIES 0 6" O.C. BALANCE AT 10" O.C. SPANDREL SOFFIT BEAM DETAIL TIE BEAM - -COL. BEYOND PER PLAN FRAMING SECTION #3 0 12" O.C. CONCRETE SLAB PER —\TEMP• FRAMING PLANS -------- - - - - -- ----- - - - - -- a II z PRECAST JOISTS PER FRAMING PLAN J. CONCRETE BEAM PER FRAMING PLAN - TYPICAL 8" C.M.U. WALL REINFORCED PER FRAMING PLAN OR SCHEDULE TYP. EXTERIOR PRECAST BEARING SECTION _ 8" CMU WITH #5 VERT. AT 32" O.C. (MAX.) IN GROUTED CELLS 8 "x24" CONC. BEAM W/ 4 #6 BOTT. AND 2 #5 TOP AND 14 #3 nES @ 3" O.C. AT 12" O.C. ,SEE ARCH. T.O. STOREFRONT PRECAST JOISTS-J PER FRAMING PLAN 3" CMU WALL WITH #6 @32" O.C. VERT. AND #9 GA. HORIZ, JOINT REINF A 16" a" CONC. WALL WI1 #6012" O.C. VERT. AND #4012" O.C. I - 4 ® 12" x 8' -0'r TOP STEEL -CONC. SLAB PER FRAMING PLANS PRECAST JOIST PER FRAMING PER FRAMING PLANS Y V V V • " rr E 5 #4 CONT. i i • SEE ARCH. :90 6/14/05 SCALE: DRAWINGS AS NOTED r Kin . #3012" TIES ''+` 8" CONIC. PLANTER WALL • W/ #508" O.C. VERT. ;a #4@8" O.C. HORIZ. 3" CMU WALL REINF. :.... .........4,.., ....� :.., • W / #5 @ 16" VERT. Rx WATER STOP o MAX. IN GROUTED N I CELLS 6" CONIC. SLAB. SEE 2r -0" HIGH X, x FRAMING PLAN FOR REINF. 4 --3/4" CONC. SLAB PER STYROFOAM FILL ' 2 #5 CONT. FRAMING PLANS .. % • EL. +141_ ©" • r----- - - - - -- ------ - --- - - r TIE BEAM - PER PLAN `O L�.......... SOFFIT. BEAM PER 2 #5 CONT. -- all.. 3 1 . ............................... E ,' FRAMING PLAN SOFFIT BEAM WHO` PER FRAMING PLAN TIE BEAM - -COL. BEYOND PER PLAN FRAMING SECTION #3 0 12" O.C. CONCRETE SLAB PER —\TEMP• FRAMING PLANS -------- - - - - -- ----- - - - - -- a II z PRECAST JOISTS PER FRAMING PLAN J. CONCRETE BEAM PER FRAMING PLAN - TYPICAL 8" C.M.U. WALL REINFORCED PER FRAMING PLAN OR SCHEDULE TYP. EXTERIOR PRECAST BEARING SECTION _ 8" CMU WITH #5 VERT. AT 32" O.C. (MAX.) IN GROUTED CELLS 8 "x24" CONC. BEAM W/ 4 #6 BOTT. AND 2 #5 TOP AND 14 #3 nES @ 3" O.C. AT 12" O.C. ,SEE ARCH. T.O. STOREFRONT PRECAST JOISTS-J PER FRAMING PLAN 3" CMU WALL WITH #6 @32" O.C. VERT. AND #9 GA. HORIZ, JOINT REINF A 16" a" CONC. WALL WI1 #6012" O.C. VERT. AND #4012" O.C. I - 4 ® 12" x 8' -0'r TOP STEEL -CONC. SLAB PER FRAMING PLANS PRECAST JOIST PER FRAMING PER FRAMING PLANS Y V V V • FRAMING DETAIL x CD CONCRETE TIE BEAM PER FRAMING PLAN 8" C.M.U. WALL REINFORCED 3CHED. r r _...__..... . .............. C= 13392 SOUTH WEST 128 STREET C= MIAMI FLORIDA 33136 I PHONE: 305-- 971 -GFCE 0 FAX: 305 - 971 -4332 E -MAIL: GFCE @GFCE.NET CERTIFICATE OF AUTHORIZATION #9129 REVISION BY -1 6/13/05 CITY OF SOUTH • i i • Y :90 6/14/05 SCALE: AS NOTED CIJF:1=T Kin . f FRAMING DETAIL x CD CONCRETE TIE BEAM PER FRAMING PLAN 8" C.M.U. WALL REINFORCED 3CHED. r r _...__..... . .............. C= 13392 SOUTH WEST 128 STREET C= MIAMI FLORIDA 33136 I PHONE: 305-- 971 -GFCE 0 FAX: 305 - 971 -4332 E -MAIL: GFCE @GFCE.NET CERTIFICATE OF AUTHORIZATION #9129 REVISION BY -1 6/13/05 CITY OF SOUTH BY: MIAMI REV15ION DATE: S 6/11/05 GENERAL REVISION 6/14/05 SCALE: AS NOTED CIJF:1=T Kin . f s , % all.. 3 E ,' WHO` 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, & WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common low, statutory and other reserved rights. FRESNEL E. HERNANDEZ FLORIDA FE 46618 J r r — D UJ 0 z to N 0 U. D LL 06 L0 o � 0Z CCZ� h a 00 _ L- CO w � x UJ " z00 0®0 2 NORTH DRAWN BY: D.I.- E.0 -M.M DATE: 6/14/05 SCALE: AS NOTED CIJF:1=T Kin . S-306