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STRUCTURAL NOTES: <br />Q PROVIDE (1) #5 IN FILLED P. LINTEL AND (1) S IN <br />FILLED KO. BLOCK ABOVE <br />2� PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS <br />(2) 2x8 BEAM W/ 11/2' PLYWOOD FLITCH W/ (1) SIMPSON <br />LSTA18 9 EA. END. PROVIDE A (3) 2x4 SPACER COLUMN <br />6 EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. <br />DIMENSION CONVENTION <br />& EXTERIOR OPENING DIMENSION <br />OUTSIDE FACE OF 8" <br />NOMINAL BLOCK <br />4" FRAME WALL U.N.O. <br />FROM OUTSIDE OF BLOCK <br />FLOOR PLAN NOTES: <br />I. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING <br />DESIGN PRESSURE TABLE. <br />2. SEE SHEET &DWI 4 61DW2 FOR DOOR AND <br />WINDOW TABLES AND INSTALLATION INFORMATION. <br />3, ALL PLUMBING, ELECTRIGAL, AND MECHANICAL <br />ROUGH- INS MUST BE COMPLETE, INSPECTED, AND <br />APPROVED BEFORE REQUESTING THE FRAMING <br />INSPECTION (PER FBC 105Io). <br />4. *-DENOTES EGRESS WINDOW <br />�NALL LEr.:7ENl;) <br />■ <br />INDICATES I=TILED CELL W/ (1) #5 VERT <br />INDICATES TOP OF MASONRY 0 81-0" <br />■ ■ <br />INDICATES SHEAR. WALL <br />INDICATES INTERIOR BEARING HALL <br />TO THE E5E5T OF THE ENGINEER'S KNOWLEDGE AND BELIEF, T14E <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER T14E <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF T415 <br />DRAWING ONLY. <br />A- <br />fV <br />NICHE <br />(-) 8' <br />AT' FOYER <br />(A�N�ICHE <br />SCALE: 1/4' = P-0' <br />8' <br />8 -0' <br />TOP OF WALL <br />21/4' CAS1Z EA. SIDE <br />0�WALL @ IQTCHEN <br />LATEST DATE = <br />IN PROCESS <br />REVISION DATE : <br />DESCRIPTION : <br />OS/2'7/OS <br />a7/20/04 <br />E.W.O. *1311 <br />FILL CELL W/MASONRY MIX TO <br />COVER PIPE. (APPROX. 3 COURSES) <br />NO VERT. REBAR REQUIRED <br />wm <br />53 F'LF <br />T.O.B. <br />IT-T AFF. <br />SCALE: 1/4' = 1'-0' <br />ISSUANCE OF PLANS FROM THIS DESIGi•ER5 OFFICE SNAIL NOT RELIEVE T14E BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIh E OONS, AND ADWFENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCE W OF ANY CONSTWIOK <br />ANY DISCREPANCY OF ERROR IN NOTES, DMaIONS, OR ADWFSE E TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF TFE DE5&eERS OFFICE FOR CORRECTICN BEFORE <br />COMh ENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTMER THAN THE <br />DESIGNERS OFFICE, TW DES& fR SHALL NOT BE MELD RESPONSIBLE. <br />❑ SAMUEL A. GREENBERCs, P.E. 034245 <br />❑ TWUY W. WUYN4, P.E. %0122 <br />❑ IRWIN J. BENISON, P.E. #421-158 <br />yr <br />C.� <br />V <br />t <br />J <br />J <br />avis <br />PAX <br />10 AflB9TON AVE EAST, 41DSK Fl. UM <br />N <br />r� <br />M <br />M � <br />� <br />0 <br />u- <br />Z <br />Z w <br />�X9 <br />zc� <br />e <br />O!l <br />a� <br />M <br />X� <br />Q= <br />�Q <br />v! <br />Z <br />O <br />w <br />0 <br />L4 <br />m <br />14 <br />W <br />14'A: <br />m <br />M <br />Q <br />W <br />m <br />� <br />N <br />O <br />W <br />M <br />It <br />� <br />>J <br />N <br />U <br />J <br />Q <br />v <br />J <br />F- <br />W <br />Q <br />W <br />Z <br />z <br />< <br />v <br />¢0 <br />; <br />o <br />¢G <br />; <br />o <br />oo <br />DATE e <br />RELEASE DATE <br />SCALE a <br />AS NOTED <br />DRAWN BY a <br />MT <br />AUTOCAD PILE NAME <br />1991 <br />CN&INEER OF RECORD a <br />.)ANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR PLAN <br />L 21 11, <br />