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STRUCTURAL NOTES: <br />0 PROVIDE (1) 05 IN PILLED P. LINTEL AND (1) 05 IN <br />PILLED K.O. BLOCK ABOVE <br />2� PROVIDE (1) 05 IN PILLED P. LINTEL W/ 2' RECESS <br />3O (2) 2x8 BEAM W/ 1/2' PLYWOOD FLITCH W/ (1) SIMPSON <br />LSTAI8 * EA. END. PROVIDE A (3) 2x4 SPACER COLUMN <br />e EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. <br />DIMENSION CONVENTION <br />ALL & EXTERIOR OPENING DIMENSION <br />OUTSIDE FACE OF 8" <br />NOMINAL BLOCK <br />4" FRAME WALL U.N.O. <br />ok <br />FLOOR PLAN NOTES: <br />1. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING <br />DESIGN PRESSURE TABLE. <br />2. SEE SHEET SDWI 4 5DW2 FOR DOOR AND <br />WINDOW TABLES AND INSTALLATION INFORMATION. <br />3. ALL PLUMBING:, ELECTRICAL, AND 1 IEGHANICAL <br />ROUGH -INS MUST BE COMPLETE, INSPECTED, AND <br />APPROVED BEFORE REQUESTING: THE FRAMING <br />INSPECTION (PER FBC 105.-Io). <br />4. *-DENOTES EGRESS WINDOW <br />> NALL LEOE N <br />■ <br />INDICATES I=ll I CELL W/ (1) 05 VERT <br />INDICATES TOP OF MASONRY ® &-o-- <br />mi <br />INDICATES SHEAR, WALL <br />INDICATES INTERIOR BEARING WALL. <br />TO THE BEST 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 THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br />s <br />30 <br />A- <br />NICHE <br />(-) 8' <br />AT FOYER <br />(A)!N�ICHE SCALE: 1/4' = 1'-0' <br />8' <br />TOP OF WALL <br />21/4' CASING EA SIDE <br />`E1WALL @ KITCI-IEN <br />iLL <br />3� <br />Y <br />LATEST DATE : <br />IN PROCESS <br />REVISION DATE : <br />DESCRIPTION : <br />06/2'1/05 <br />0?/20/04 <br />EJN.O. 0I3'11 <br />FILL CELL W/MASONRY MIX TO <br />COVER PIPE. (APPROX. 3 COURSES) <br />NO VERT. REBAR REQUIRED <br />WIND <br />53 PLF <br />TAB. <br />IT-T AFF. <br />SCALE: 1/4' = 1'-0' <br />2LL <br />ISSUANCE OF PLANS FROM THIS DES&M OFFICE SHALL NOT RELEYE THE BUILDER OF <br />RE51P NSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING: CODES PRIOR TO COMS CEt W OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESKsNERS OFFICE FOR CORRECTION BEFORE <br />COMlFNCE SIT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION aF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLIED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />F ANY MODIFICATICNS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DES&M OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />❑ SAMUEL A. GFMEN5ER3, P.E. 034245 <br />❑ THUY H. HUYNH, P.E. %0122 <br />❑ IRWIN J. BENSON, P.E. •49158 <br />v♦ <br />Z <br />w <br />co <br />w <br />CIS <br />w <br />CISco <br />w <br />W <br />cd <br />r <br />r <br />0 <br />N <br />C <br />t0 <br />M <br />I <br />IQ <br />J <br />N <br />U <br />J <br />Q <br />U <br />J <br />} <br />W <br />Q <br />W <br />- <br />Z <br />W <br />Q <br />DATE <br />RELEASE DATE <br />SCALE <br />AS (VOTED <br />DRAWN BY : <br />MT <br />AUTOCAD FILE NAi-E <br />1991 <br />ENGINEER OF RECORD <br />DAIVSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR PLAN <br />21 <br />