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I <br />C <br />I <br />Ul <br />PLAN NORTH <br />MAT FOUNDATION PLAN <br />2 <br />24' - 9' (V.I.F.) <br />f <br />91 <br />24' - 9' (V.I.F.) <br />K.2 <br />L1 <br />5 <br />GENERAL NOTES <br />1. GENERAL NOTES AND LEGEND APPLY TO. ALL PARTIAL <br />FOUNDATION AND INTERMEDIATE FRAMING PLANS. <br />2. SEE GENERAL STRUCTURAL NOTES FOR. ADDITIONAL <br />INFORMATION AND REQUIREMENTS. <br />3. TOP OF MAT FOUNDATION ELEVATION 10U-0" = ACTUAL <br />ELEVATION (ACTUAL ELEVATION = 83.65') <br />4. TYPICAL ROOF SLAB SHALL BE 9 (TOTAL DEPTH) <br />COMPOSITE CONCRETE SLAB CONSISTING OF NORMAL <br />WEIGHT CONCRETE ON 3" GALVANIZED COMPOSITE STEEL <br />ROOF DECK REINFORCED WITH #4 AT 12" O.C. EACH WAY. <br />TOP REINFORCING BARS RUN PARALLEL WITH DECK SPAN. <br />TOP OF CONCRETE (T.O.C.) ELEVATION=112'-9" AT ROOF <br />FRAMING, UNLESS NOTED OTHERWISE, <br />5. 1'-4" CONCRETE MAT FOUNDATION WITH #5 AT 12" O.C. EACH <br />WAY TOP AND BOTTOM MAT FOUNDATION. SUBGRADE <br />REQUIREMENTS ARE SAME AS SHOWN ON SECTION 1/S-501. <br />6. TYPICAL ROOF DECK AT CANOPY SHALL BE VULCRAFT 1.51320 <br />(1 1/2" WIDE RIB, 20 GA.). STEEL ROOf DECK BEARING <br />ELEVATION=113'-31/2". <br />7. OPENINGS IN CMU WALLS REQUIRED FOR ARCHITECTURAL <br />AND MECHANICAL SEE ARCHITECTURAL AND MECHANICAL <br />DRAWINGS FOR EXACT SIZE, LOCATION, AND ATTACHMENT. <br />8. CONTRACTOR SHALL COORDINATE FINAL SIZE AND <br />LOCATION OF MECHANICAL PENETRATIONS PRIOR TO <br />CONSTRUCTION. CENTER OPENINGS BETWEEN ROOF <br />BEAMS. <br />9. CORE DRILLING OF CMU OR ROOF SLAB SHALL NOT BE <br />PERMITTED. <br />10. CONTRACTOR SHALL COORDINATE CMU CONSTRUCTION <br />WITH REQUIREMENTS FOR STORM RESISTANT LOUVER AND <br />DOOR INSTALLATION. <br />11. SLAB -ON -GRADE AND MAT SLAB FOUNDATION JOINTS SHALL <br />BE FILLED WITH MM80 JOINT SEALANT BY METZGER <br />MCGUIRE. <br />12. CONCRETE STOOP, SEE DETAIL 9/S-010, <br />13. PROVIDE 3/4V x V-2" SMOOTH DOWELS AT 12" O.C. AT DOOR <br />LOCATIONS. EPDXY DOWEL INTO EXISTING CONCRETE <br />UTILIZING HILTI HIT-HY ADHESIVE ANCHORING SYSTEM, <br />MINIMUM EMBEDMENT = 6" <br />LEGEND <br />W24x68 - INDICATES BEAM SIZE <br />(34) - INDICATES NUMBER OF 3/4 DIAMETER x T' LONG <br />HEADED STUD ANCHORS <br />- INDICATES 12 FULLY GROUTED AND REINFORCED <br />CMU WALL. SEE GENERAL STRUCTURAL NOTES <br />AND SPECIFICATIONS FOR REQUIREMENTS. <br />BUILDING ADDITION <br />4' 2' 0'1 4' <br />SCALE IN FEET -1/4" = 1'-0" <br />12' <br />a <br />wIfffimp mw-wwwn <br />a Nowl cmvgmy <br />ENGINEERING 031348 <br />STUARTT. WEBB <br />STRUCTURAL ENGINEER <br />REG. NO.6M <br />rn <br />N <br />a <br />00 <br />P <br />0 <br />z <br />O <br />0Z <br />Z� <br />a <br />O <br />O <br />LL <br />W <br />o. <br />ao <br />�o <br />�o <br />w <br />N <br />0 <br />�.' M <br />U) <br />C0LL <br />O <br />= <br />V) <br />m <br />o <br />}m <br />N J <br />mm <br />m <br />w <br />M <br />� <br />�F- <br />�tn <br />Q <br />�(V <br />Iw cLL <br />a <br />J <br />N <br />F— <br />W <br />z <br />, <br />Z <br />O <br />to <br />J <br />r <br />O <br />m . <br />Z <br />z <br />J <br />a <br />Z <br />z �. <br />,g <br />0 <br />z <br />F- <br />Oa <br />D <br />p <br />� <br />= <br />w <br />m <br />Q <br />C0 <br />O <br />LL <br />Z <br />� <br />Z <br />U <br />m <br />W <br />w <br />a <br />SHEET <br />IDENTIFICATION <br />smi 01 <br />