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I. ALL MATERIAL5 WORKMAN5HIP DE5IGN AND CON5TRUCTION5HALL CONFORM TO THE DRAWINGS, <br />SPECIFICATIONS, AND THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (I0), <br />2. DESIGN LOADING CRITERIA <br />ROOF 5NOW LOAD ..... .... ........... .. ...... .... .. . 25 P5F <br />.............. <br />ROOF DEAD LOAD ALLOWANCE FOR PV PANELS (IN DESIGNATED AREAS). ....... . .. .. .. . 5 P5F <br />MEZZANINE FLOOR LIVE LOAD (LIGHT 5TORA6E) . ...... .. .125 P5F <br />5NOW . ........... .. .. ............ .... ...... . I ...... ROOF SNOW LOAD ® 25 P5F <br />...... .. ............ .... .. ... .. I .... . GROUND SNOW LOAD m 15 P5F <br />. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . EXPOSURE Ce a 1,00 <br />. . ................. ........... I .. .. ........ .... . IMPORTANCE FACTOR 15 m 1.00 <br />. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . THERMAL FACTOR CA ® 1.20 <br />MIND. ....... . ANALY515 PROCEDURE: A56E 1-10 CHAPTER 21 "PART II - ENCLOSED SIMPLE DIAPHRAGM" <br />. ........ . .......... ............ .. ....... R15K CATEGORY 11 <br />................. ......:. ........... 110MPH <br />........... ... ........... ............. . EXPOSURE °" <br />. ...... .. .. .............. .. ........ . TOPOGRAPHIC FACTOR Kzt ® 1.0 <br />. . .......... .. ..... ..... MIND. BA5E.5HEAR, NORTH/SOUTH Vw ® 41 K <br />..... .. .. ................ ...... .. ..... . WIND BASE SHEAR, EA5T/WE5T Vw ® Q K <br />CLADDING / WINDOW DE51 GN PRE55URE (MAX) . ...... ....... I ... .... .. .... ...... . 55 P5F <br />THE DESIGN WIND PRF-55URE L15TED ABOVE ARE INWARD OR OUTWARD AND ARE BA5ED ON AN EFFECTIVE <br />WIND AREA OF 50 SQUARE FEET NEAR A BUILDING CORNER, U.O.N. CORNER AND OTHER ZONE5 ARE DEFINED <br />BY FIGURE 30.5-1 IN A5CE 1-10. REDUCED DE516N PRESSURES MAY BE CALCULATED U51NG A56E i. NOTE <br />THAT THE DE516N WIND PRE55URE5 NOTED ABOVE ARE ULTIMATE VALUES PER THE 2015 I56 AND SHALL BE <br />MULTIPLIED BY Ob FOR ALLOWABLE 5TRE55 DESIGN. <br />EARTHQUAKE . .. ............ . ANALY515 PROCEDURE; IBG "EQUIVALENT LATERAL FORCE PROCEDURE" <br />..................... ..... SEISMIC DE516N CATEGORY (506) ® D <br />. ............ ...... ........ ............. .. .. .. . R15K CATEGORY ® 11 <br />..... .... ..... .. .... .. .... ...... 5E►5MIG 51TE CLASS D <br />................................................. IMPORTANCE FACTOR le, ® 1.0 <br />. ......... .. .. ...... .. .... ... ............ .. . MAPPED MGE 5:5 z 1.562; 51 0.51 b <br />....... .. ................ .. .. ..... DE516N ACCELERATION 5d5 ® OAO5; 5d1 0 0.516 <br />. ......... .. .. .... 5El5MIG RE515TING SYSTEM: WOOD PANEL BEARING SHEAR LL, R = 6.5 <br />. ........ . .... ....... 5EI5MIG RE515TING SYSTEM: CMU BEARING SHEAR WALL, R = 5 <br />......................... I ............. 5E15MIG BA5E 5HEAR V5, NORTH / SOUTH= 35 K <br />. .... ....... I .... .... .. ..... .. .. ....... .SEISMIC BASE SHEAR V5, EAST / WEST® 42.E K <br />kW— WRI rs ON <br />6ENERAL STRUCTURAL <br />(The, follovilng apply unless shom otherviise, on the, plans) <br />A. FOOTIN65, 5,000 P51 5" 5-1/2 5A6K5 1-1/4" <br />5LA55®ON®6RADE <br />5. STAIR LANDINGS 3,000 PSI 5" 5-1/2 SACKS 3/411 <br />AND TREADS <br />G. CONCRETE 4,000 P51 5" 6-1/2 SACKS 3/4" <br />TANNING WALL5 <br />MIXE5 SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE <br />ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0,55 FOR FOOTING5 AND 0,45 <br />FOR ALL SLABS, HALLS AND EXPOSED CONCRETE. <br />THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A GONGRETE PERFORMANCE <br />MIX 15 SUBMITTED TO THE 5TRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT OF EVERETT FOR <br />APPROVAL TWO WEEK5 PRIOR TO PLAGING ANY CONCRETE, (THE W/C RATIO LIMITS 5TILL APPLY), THE <br />PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOU5 MATERIAL, FINE AND COARSE <br />AGGREGATE, WATER AND ADMIXTURE5 A5 WELL AS THE WATER/CEMENT RATIO, SLUMP, CONGRETE YIELD AND <br />SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 501. CHEMICAL ADMIXTURE5 AND FLY ASH <br />5HALL CONFORM TO A5TM 64g4 AND G615 RESPECTIVELY. FLY A5H PERCENTAGE OF TOTAL 6EMENTITIOU5 <br />MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRE5 BATGH PLANT INSPECTION, <br />THE G05T OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX 5USMITTAL5 BY <br />THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO <br />CONTRAGT DOCUMENTS. CONTRACTOR MAINTAIN5 FULL RE5PON5IBILITY FOR SPECIFIED PERFORMANGE. <br />0- <br />c <br />CIA <br />CN <br />w <br />o <br />q) <br />0 <br />w <br />Z <br />04 <br />® <br />w <br />W <br />w <br />e <br />U <br />Drawing: <br />si,o <br />Job Number: <br />19239.01 <br />