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03-1559-0673" CONC. SLAB OVER STYROFOAM FILL. in I A�i�s x_ x 3rd FLOOR PLAN • _ • P/C JOIST­ m— -- 2 "CL PER FRAMING PUN 4 -3/4" CONC. SLAB PER FRAMING PLANS CONC. BEAM PER FRAMING PLAN 5 If, SEE ARCH. #4 CONT. DRAWINGS • #3 @12" TIES • I so 8" CMU WALL REINF. 777 :.......................:... ;: W / #5 0 16" VERT. x' MAX. IN GROUTED CELLS A A 2' -0" HIGH. go- NC STYROFOAM FILL A. , EL. +14' -0' .L;;` r • r SOFFIT. BEAM PER FRAMING PLAN SEE ARCH. DRAWINGS 8 "x8" CONC. CAP • I • W/ 2 #4 CONT. • 8 "CONC WALL — W/ #6 08 "VERT. do #408" HORIZ 8 "CMU WALL W/ #6 @32 "VERT. J U / N 2 "CL 1" E. J. 2-CL 6" CONC. SLAB PER FRAMING PLANS I CONC. BEAM PER FRAMING PLAN -i 6" CONC. SLAB PER I I L rl �, FRAMING PLANS J • FRAMING SECTION 8 " CONC. PLANTER WALL � • W/ #5@8" O.C. VERT. #4@8" O.C. HORIZ. Rx WATER STOP 6" CONC. SLAB. SEE 4 "0 SLEEVE FOR FRAMING PLAN FOR REINF. GROUTING do REINF. 4 --3/4" CONC. SLAB PER PLACEMENT FRAMING PLANS r — I r-1 i 1- 2 #4 CON T. SOFFIT BEAM PER FRAMING PLAN '° ` PRECAST JOISTS PER FRAMING PLAN COL. BEYOND 8 " CMU WITH #5 VERT. AT 32" O.C. (MAX.) IN GROUTED CELLS 8 "x24" CONC. BEAM W/ 3 #5 EACH FACE AND 14 #3 TIES AT 3" O.C. EACH END BAL. 0 12" O.C. • SEE ARCH. T.O. STOREFRONT @ --- FRAMING SECTION SECTION SEE FRAMING PLAN r'7 4 "0 SLEEVE FO !—/ GROUTING AND REINF. PLACEMENT 8 "x8' CONC WINDOW OR DOOR 1% PT. WOOD BUCK W/ 1/4" ELCO MASONRY /CONCRETE SCREW, @ 6" MAX FROM CORNERS. BALANCE @ 10" MAX. SPACING, WITH 1 1/4" MIN. PENETRATION. ELCO SCREW NOA #02- 0503.07 TYPICAL DOOR /WINDOW WOOD BUCK CONNECTION DETAIL APPLIES ON ALL SIDES OF OPENINGS. SEE ARCH. L DRAWINI 4 "0 SLEEVE FOR GROUTING do REINF. PLACEMENT 8" CMU WALL REINF W / #6 0 16" VERT. MAX. IN GROUTED CELLS 8" CMU WITH #5 VERT. AT 16" O.C. (MAX.) IN GROUTED CELLS C 6" CONC. SLAB .. REINF. PER- r- - I Lr I I PC JOIST PER PLAN FRAMING PLAN P/C JOIST - - • • • • • • • • r • • • r f • u • .� � v• .•.. 01100 ... •.•• JOISTS SPACING PER FRAMING PANS • r • • • • i • • • • • I I 0 foe C.L. OF JOIST 5/8 "0 ROD WITH DOUBLE NUT AT BOTTOM L 3 X 3 X 5/16" (4 SIDES) TYPICAL MECHANICAL UNIT AT P/C JOIST FRAMING SECTION 5 4 -3/4" CONCRETE SLAB PER PLAN. "—THICKENED SLAB SOFFIT BEAM SEE SCHED. _CONC. COL. BEYOND PER PLAN U TYP. EXTERIOR WALL DETAIL SEE ARCH. • 1 • 8" CMU WALL REINF. W / #6 @ 32" VERT. MAX. IN GROUTED CELLS CONCRETE BEAM PER FRAMING PLAN — TYPICAL DNC. SLAB PER 'LANS EL. +14 '-0" CKENED SLAB 8 "x8" CONC. CAP W/ 2 #4 CONT. 4 -3/4" SLAB PER FRAMING PLANS SEE FRAMING PLAN PRECAST JOISTS PER FRAMING PLAN #3 TIES @ 10" O.C. �- ADD 2 #6 BOTTOM EXTERIOR PRECAST BEARING SECTION ((,,��.��.- ((�� nn nn nnnn F C©l1VBUL�� N8 HOMERS HNIC. I 13392 SOUTH WEST 128 STREET MIAMI FLORIDA 33186 PHONE: 305 -971 -GFCE O FAX: 305 - 971 -4332 E -MAIL: GFCE @GFCE.NET i CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 1 1/2cJ/04 PERMIT REVISION 2 4/19/04 OUJNER REVISION 3 6/8/04 REVIEW 4 9/14/04 OWNER REVISION 5 11/5/04 CaENERAL REVI5I0 8 8/11/05 GENERAL REVISION 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 law, statutory and other reserved rights. SEAL x/710 F�,� NEL E. HERNANDEZ FLORIDA RE 4661 J N Y.� Q .. W J �^ V! LU o- 0 L Z00 N U. / R OU LL \''A a LL O w cc Z Q CO O /R LL ..., V! W0 xWd' Q zim 00(.0 2 NORTH DRAWN BY: D.I.- E.0 -M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: -302