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03-1559-0611 31-8" iB -2 41T- 8" CONC. WALL W/ #508" 0/C VERT. AND #4 SEE ARCH. DRAWINGS FOR TOP OF WALL ELEVATION •fr • u Y " i •w••• • • a Y • ••• ••• • • • •Y•• Y • • • • • r • ••• • • i • • • 1 • Y ••Yr • f •••i r ii• �• •r• NOTES: AT 4TH 1 — ALL INTERIOR WALLS TO BE B" THK. CMU, REINFORCED W/ #6032" MAXIMUM SPACING VERTICAL, PROVIDE 2#6 VERT. ON EACH SIDE OF ALL OPENINGS BETWEEN 3 - -0" AND B - -0 ". REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT A 16" O.C. ALL WALLS MUST BE GROUTED SOLID UP TO 2' -0" ABOVE SLAB. 2.— SEE M.E.P DRAWINGS FOR EXACT LOCATIONS OF ALL FLOOR OPENINGS. 3.— CONTRACTOR TO COORDINATE LOCATION OF PRECAST JOISTS WITH ALL OTHER TRADES. SPACING SHOWN FOR INC JOISTS TO sE MAXIMUM. 4.— SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS & INFORMATION. 5.— REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR NON15EARING WALLS, OPENINGS SIZES AND LAYOUT, BALANCE OF DIMENSIONS, AND ADDITIONAL INFORMATION. C.— TIE BEAM (TB) TO BE B "x12" W/2 #5 T&I AND #3912" STIRRUPS. 7.— REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, INFORMATION INTERIOR WALL LAYOUT, MECHANICAL OPENINGS, SLAB DEPRESSIONS, OPENING SIZES AND OTHER INFORMATION. II.— S -1 INDICATES AN 6" CONC. CONC. SLAB! W/ #5912" EACH WAY, BOTTOM S.— PROVIDE CORNERS BARS ON ALL TIE BEAM TO MATCH LONGITUDINAL REINFORCEMENT WITH A SPLICE EQUAL TO 48 DIA. 10.— ALL COLUMNS SHALL TERMINATE WITH A STANDARD HOOK INTO TIE BEAM, 2" FROM TOR OF BEAM. 11.— SPLICE ON TIE BEAM REINFORCEMENT TO BE 32" MINIMUM. 12. = DENOTES EXTENSION OF 6" SLAB 4TH FL FRAMING PLAN SCALE: 1/8" = 1' -0" 0 F CONSULIMU'D HUM OSS W. � 0 13392 SOUTH WEST 128 STREET j MIAMI FLORIDA 33186 PHONE: 305 - 971 —GFCE © TAX: 305- 971 -4332 E —MAIL: GFCEMFCE.NET CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 6 5/11/05 CiENERAL REV15ION 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, k 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 law, statutory and other reserved rights. V- U.! FRESNEL E. HERNANDEZ 'FLORIbA - PE 46618 J .• L J LU 0 ZmN U LL ti LL 0 J LL LL 0Z �z a 00 LL a L a x LU Z M 0 0 (D 2 NORTH DRAWN BY: D.I. - E.0 - M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: •t 3 ... h ,z.. IN 11. t :. i 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, k 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 law, statutory and other reserved rights. V- U.! FRESNEL E. HERNANDEZ 'FLORIbA - PE 46618 J .• L J LU 0 ZmN U LL ti LL 0 J LL LL 0Z �z a 00 LL a L a x LU Z M 0 0 (D 2 NORTH DRAWN BY: D.I. - E.0 - M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: 5112 9.