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BAR 48" O.G. 4 AT ALL POURED <br />CELL LOGATION5, AL50 AT ALL UPLIFT <br />STRAP LOGATION5 <br />w <br />d <br />6RADE <br />d- <br />I I <br />-4 <br />(2)#5 (2)#5 REBAR GONT. <br />FOOTER DETA I L <br />DRILL I"XS" HOLE INTO EXI5TIN6 HALL5 24" OG <br />INSTALL RFRAR TO BE 12" LONG WITH 6" INTO EXI5TIN6 HALL 6" IN NEW BLOCK HALL <br />AND POUR GELL5 50LID <br />\ #5 VERTICAL ROD TIED AT TOP AN BOTTOM <br />AND AT EACH ROD IN BETWEEN <br />NOTE5; <br />1) ASSUMED 501L BEARING GAPAGITY TO BE 2000 P5F. 501L CAPACITY TO BE <br />VERIFIED BY OHNER/GONTRAGTOR PRIOR TO GON5TRUGTION. INFORM <br />ENGINEER OF ANY VARIATIONS. FOOTIN65 TO BE EXCAVATED TO I FOOT <br />BELOH W15TPA BED 501L, FREE OF VEGETATION AND DELETERIOUS MATTER. <br />2) IT 15 THE CONTRACTORS SOLE RE5PON515ILITY TO DETERMINE ERECTION <br />PORGEDURE AND 5EQUENGE TO INSURE THE 5AFETY OF THE BUILDING AND IT <br />COMPONENT PART5 DURING ERECTION. THIS INGLUDE5, BUT NOT LIMITED TO THE <br />ADDITION OF HHAT EVER TEMPORARY BRAGIN6, 6UY5, OR TIE DOHN5 THAT <br />MAY BE NEGE55ARY. SUGH MATERIAL SHALL BE REMOVED AND SHALL REMAIN <br />THE PROPERY FO THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. <br />3) ALL DIMENSIONS AND ELEVATIONS 5HOHN ON THE STRUCTURAL DRAWINGS <br />5HALL BE VERIFIED BY GONTRAGTOR AND SHALL CONFORM TO THE <br />ARCHITECTURAL DRAHIN65. <br />4) CONCRETE: <br />MINIMUM GOMPRE551VE CONCRETE 5TRE6TH TO BE 3000 P51 IN 28 DAY5. <br />ALL GONGRETE SHALL BE READY MIXED AND IN AGGORDANGE WITH A.5.T.M. <br />5PEGIFIGATION G-q4. ALL CONCRETE MODULAR UNITS SHALL HAVE A <br />GOMPRE551VE 5TREN6TH OF 1900 P5I HITH TYPE M OR 5 MORTAR, 2000 P51. <br />5) SLAB ON GRADE: <br />INTERIOR CONCRETE 5LAB5 POURED ON 6RADE K' THICK) AND TO BE POURED <br />OVER 6 MILL V15GUEEN. ALL SLABS TO BE REINFOREDED WITH (oX6 r WELDED <br />HIRE ME5H. <br />(9) TERMITE TREATING: <br />501L BELOW 5TRUGTURE TO BE TERMITE TREATED TO A 015TANGE OF 5'-0" <br />BEYOND PERIMETER LINE-5 OF THE BUILDING. <br />l) ALL STEEL SHALL BE 4OK51 WITH A MINIMUM CLEAR COVER OF 3" A6AIN5T <br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIME5 (25") THE DIAMETER OF <br />REBAR. <br />8) ALL REBAR LOGATION5 MUST BE VERIFIED BY CONTRACTOR PRIOR TO <br />POURIN6 OF FOOTER. NOTIFY ENGINEER OF ANY VARIATIONS OF DIMENTION5. <br />q) POUR GOLUMN5 SOLID AT ALL BEAM AND GIRDER HALL LOGATION5. <br />10) ALL FIXTURE LOGATION5 MUST BE VERIFIED BY CONTRACTOR PER FLOOR <br />PLAN AND 15 THE RE5PON51BILITIY THE GONTRAGTOR/PLUMBIN6 CONTRACTOR <br />TO PLACE FIXTURE5 IN CORRECT LOGATION5. PLUMBING DRAIN LINE5 ARE NOT <br />A 5TRUGTRUAL PART OF PRANINC75 AND MAY VARY IN FIELD WITHOUT <br />APPROVAL FROM ENGINEER OF RECORD. <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND <br />THE 2020 BUILDING CODE 7TH EDITION <br />E <br />0 <br />U <br />O <br />O <br />L <br />m <br />Q <br />W <br />M <br />U <br />co <br />a <br />^�^'' w 0 a <br />W S` z m <br />E <br />LL.Zz <br />O <br />� <br />n <br />X � >- <br />1- <br />w <br />Z <br />/R Z L <br />`v w <br />cr- <br />G U a n <br />a CD N <br />cr) <br />z <br />w <br />C o 00 <br />0 <br />�� <br />co <br />o <br />m <br />0 <br />0 <br />a <br />z <br />O <br />E <br />c <br />N <br />z <br />U <br />W <br />Z <br />3 <br />� <br />Ix <br />o <br />c <br />v <br />Z w <br />-� O LLJ <br />LLo <br />co <br />Lu <br />O <br />O w Nt <br />U <br />Q <br />0 <br />_J <br />Y <br />Z <br />O <br />0 <br />Z <br />O <br />u— <br />DRAWING <br />NEW <br />1s <br />TO EXISTING WALL <br />3 <br />