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I <br />C <br />a <br />n <br />PL) <br />2 <br />3 <br />4 <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 109-9' = 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 />- <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. 14' 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 />BRACE, <br />BEAMS. <br />LIONS. <br />9. CORE DRILLING OF CMU OR ROOF SLAB SHALL NOT BE <br />502 FOR <br />PERMITTED. <br />RMATION <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. PROVIDE (2) - L21/2 x 21/2 x 1/4 DIAGONAL BRACING AT <br />MIDPOINT OF SPAN FOR STEEL BEAM. PROVIDE 3/8" GUSSET <br />PLATE WELDED TO STEEL BEAM W/ 1/4" FILLET WELD, ALL <br />AROUND. WELD ANGLE BRACING TO GUSSET PLATE W/ 1/4" <br />FILLET WELD, 2" LONG MIN, EACH SIDE. <br />13. SEE DETAIL 11/S-010 FOR MECHANICAL UNIT SUPPORT <br />FRAMING REQUIREMENTS. <br />14. SEE SECTION 4/S-502 FOR BEAM TO BEAM CONNECTION <br />PLATE REQUIREMENTS. <br />LEGEND <br />W2468 - INDICATES BEAM SIZE <br />(34) - INDICATES NUMBER OF 3/4" DIAMETER x 7" 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' . 4' 8' 12' <br />SCALE IN FEET -1/4" = 1'-0" <br />A <br />Vmm-RRAJA <br />aE Haskell Company <br />ENGINEERING 931348 <br />STUART T. WEBB <br />STRUCTURAL ENGINEER <br />REG. NO.6M <br />U <br />d <br />fL <br />0 <br />rn <br />N <br />00 <br />v- <br />0 <br />z <br />O <br />I- - <br />0 <br />m <br />z <br />Oo <br />O. <br />LL <br />D <br />0 <br />fl <br />00 <br />v- <br />0 <br />�o <br />V <br />ati <br />cr- <br />W <br />N <br />CISI <br />M <br />J <br />� <br />cl) <br />O <br />LL <br />= <br />L7 <br />m <br />m <br />Z <br />�.. <br />O ' <br />go <br />in <br />m <br />r <br />LL <br />W <br />O= <br />me <br />i§�mQ�N <br />I— <br />M <br />� <br />a <br />J <br />N <br />H <br />W <br />Z. <br />Z <br />O <br />u7 <br />J <br />�- <br />O <br />m <br />Z <br />z <br />.J <br />Z <br />a <br />og a. <br />0 <br />z <br />� <br />Q <br />Z <br />� <br />Z <br />W <br />m <br />O <br />� <br />a <br />SHEET <br />IDENTIFICATION <br />S-102 <br />